Loading...
HomeMy WebLinkAbout040-180-052-kPERMIT NO. 14,1( ok, +0 coul� ° " IZ -2 RESIDENTIALO���' r00_4400-11S_-_00�_05-22: ,' Gary Cones'Avenue, bu_ sham Contr: ' Owner., y New Single Fainily 4, SPECIAL CONDITIONS -,CHECKED BY A FLOOD CERTIFICATE REQ. ,_,E SPRINKLERS REQ. `SPECIAL INSPECTION ITEMS 7VERIFY %#1 0% ov.0 USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER V OFFICE COPY; Address GAS Meter By ;Date ELECTRIC' t Meter By bate JOB FINALED (D e) Signature T •;� 4 •�'`c •f'` l - N TE RE'IDENTiA > S '040-1 d0 Os2 • PERMIT NO. _ 46R;, R+ Gary e }rD �3C� _ Jones Averiu'ur Contr:?Owner� New Single Family < ra, +0 covtv- q/+'d ! 1 rt Inr i. .. Via. �; j ' • ✓ FLOOD CERTIFICATE REQ. E SPRINKLERS REQS ' ESPECIAL INSPECTION ITEMS, C�'iO Q VEE RIFY USE PERMIT CONDITIONS SUB-STANDARD HOUSING LETTER +t r OFFICE COPY f. w Address �`75'y Q ✓1?. +� r GAS r s n'. ; Meter By ;,Date 74� ' r a ELECTRIC ; �' - `y, • Meter By at De�/j�' _E JOB FINALED(D e) r Signature -�' ')SPECIAL CONDITIONS CHECKED BY it r ✓ FLOOD CERTIFICATE REQ. E SPRINKLERS REQS ' ESPECIAL INSPECTION ITEMS, C�'iO Q VEE RIFY USE PERMIT CONDITIONS SUB-STANDARD HOUSING LETTER +t r OFFICE COPY f. w Address �`75'y Q ✓1?. +� r GAS r s n'. ; Meter By ;,Date 74� ' r a ELECTRIC ; �' - `y, • Meter By at De�/j�' _E JOB FINALED(D e) r Signature -�' yti COUNTYIOF BUTTE E. BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Ceder Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of ., work is complete If you have any questions pertaining to this matter, or need additional T explanation, ase contact the Building Inspector as indicated below. 120 V I nE Pullcl C Luo 21c S cQn/ n V I 12 vtif M6-A_c 1f+ C H&PL7 tl c�L�rtrU MCL Ut be POST t` C.Uao T -96U16E +Nl�Nu�C,IZiP- �C/Z S—?Al2 SAI( 1 rCHC-Af COUNTC 9 ISCAavD /?- 6 ACC_E Rove-0C?F-Ct RF_cr-€'7H-c[F /t,-[ &7rk oU113E in( Su cP- Date —/ -� h Inspector-� REV 4/05 y Phone FOR RE-INSPECTION,CALL: 538-7636 OR 891-2834 j) COUNTY OF BUTTE • BUILDING DIVISION _ DEPARTMENT OF DEVELOPMENT SERVICES 411 MainStreet - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE r -e✓ 03-248q OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. (TO V (OC� -t< 54- (fit e,114 fhOe - and (665 MtV lu/y1 COUNTY OF BUTTE BUILDING DIVISION ; —DEPARTMENT OF DEVELOPMENT SERVICES 4111 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO a A routine inspection indicates that the following violations of.butte county Ordinances exist at the above aress and should be corrected. �P.lease notice 'this office when correction of work is C0 "P ed. If you have any questions perrtaining to this matter, or need additional explanation, plea contact this office immediately. .r. J BOJ t� �� ��-`/� d ✓1. �'/✓�( (' I Date / �' f 0. J Inspector' t REV 10/92 6 y, r Date / �' f 0. J Inspector' t REV 10/92 COUNTY OF BUTTE • - BUILDING DIVISION ­ r ' ' • � • - DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street -Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 5387754 'CORRECTION NOTICE NER PERMIT NO. 1 A routine inspection indicates that the following violations of butte county Ordinances exist at the E Yabove address and.should be ,corrected. Please notice this office when correction of work is comple te . ,If you. hive;any questions pertaining to this matter, or need'additional explanation, Please ntact.this office immediafely. ; f r /1U 1//rll! ZZ- • %I %l/% < (Y— 1:"Sa�/ S• �.�/ r,-� _. I / 7 �.v. CLQ �-- .� l r; / DateInspecto ,�1011 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 C_oa/�C�2 OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you,have any questions pertaining to this matter, or need additional explanation, please contact his office immediately. OcAv Al oAll _ ~ _4 5 17' I 7 U i /� Z'T o Gam/ «' 4: - i COUNTY OFBUTTE4 a 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 OWNER. PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when. correction of work is completed.- If you have any questions -pertaining to this matter, or need additional explanation, please contact this office immediately. /) �'/ZO V/96 APPlea vl PC.9NS /fir ,pate 1 VO Inspector REV 10/92 f ' t COUNTY OF BUTTE BUILDING DIVISION - DEPARTMENT OF DEVELOPMENT SERVICES y 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 • CORRECTION NOTICE F "= OWNER PERMIT NO. A routine inspection indicates that the following, violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is - completed. If 'u have any questions pertaining to this matter, or need additional explanation, please cont this office immediately. :7 OAT r 4 ' A f U.S. DEI ARTMENT.OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 Federal Emergency Management Agency Expires February 28. 2009 Nationat Flood Insurance Program Important: Read the instructions on pages 1-8. SECTION A - PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name GARRY COOPER Policy Number A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.I Company NAIC Number P.O. BOX 784 City DURHAM State CA ZIP Code 95938 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) APN 040-180-052 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. N39038'50.8" Long. W121047'46.7" Horizontal Datum: ❑ NAD 1927 ❑ NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 8 A8. For a building with a crawl space or enclosure(s), provide A9. For a building with an attached garage, provide: a) Square footage of crawl space or enclosure(s) 9_5 sq ft a) Square footage of attached garage 1143 sq ft b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings in the attached garage enclosure(s) walls within 1.0 foot above adjacent grade 0 walls within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b sq in c) Total net area of flood openings in A9.b sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name 8 Community Number B2. County Name B3. State BUTTE COUNTY UNINCORPORATED AREAS BUTTE CALIFORNIA B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone Check the measurement used. Date Effective/Revised Date Zone(s) AO, use base flood depth) 060017-0520 C 6/8/1998 ® feet AE 161.3 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe) Bl 1. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑Yes ®No Designation Date ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction' ® Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones Al -A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-g below according to the building diagram specified in Item AT Benchmark Utilized RM58 Vertical Datum NGVD29 Conversion/Comments Check the measurement used. a) Top of bottom floor (including basement, crawl space, or enclosure floor)_ ❑ feet ❑ meters (Puerto Rico only) b) Top of the next higher floor 164.7 ® feet ❑ meters (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V Zones only) ❑ feet ❑ meters (Puerto Rico only) d) Attached garage (top of slab) 162.4 ® feet ❑ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 162.2 ® feet ❑ meters (Puerto Rico only) (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) 159.7 ® feet ❑ meters (Puerto Rico only) g) Highest adjacent (finished) grade (HAG) 164.6 ® feet ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ❑ Check here if comments are provided on back of form. Name Malcolm J. Macdonald License Number LS 8218 Title Licensed Land Surveyor Company Name ROBERTSON 8 DOMINICK, INC. Address 888 MANZANITA COURT, STE A City CHICO State CA ZIP Code 95926 FEMA Form 81-31, February 2006 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number P.O. BOX 784 City DURHAM State CA ZIP Code 95938 Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agenticompany, and (3) building owner. Comments Signature Date ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9 (see page 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑feet ❑meters [I above or E] below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, 8, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Malcolm J. Macdonald, Robertson 8 Dominick, Inc. Address 888 Manzanita Ct Suite A City Chico State CA ZIP Code 95926 SignatureCt Date 07/12/07 Telephone 530-894-3500 Comments / ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4. -G9.) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: _❑ feet ❑ meters (PR) Datum ' G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments FEMA Form 81-31, February 2006 Replaces all previous editions VN 4F jA I sle- KI- ............. . k . - MR, OA % - it io 04N 7y, ioj iw- sg 4w, , 4i! r. n -l - L4 P i INSULATION CERTIFICATE Job Number: 3499 Gary Cooper Contractor/Owner Name Butte County DESCRIPTION 9440 Jones Avenue, Durham, CA Job Address (street, city, state) Subdivision Name Lot Number 1. ROOF Material: Brand Name: Thickness (inches): Thermal Resistance (R -Value): 2. CEILING Batt or Blanket Type: Fiberglass Brand Name: . Johns Manville/Knauf Thickness (inches): 12 Thermal Resistance (R -Value: 38 Loose Fill Type: Fiberelass Brand Name: Johns Manville/Knauf Minimum Installed Weight/ft .642 lb Minimum Thickness: 15.5' . inches Installed weight per square foot to achieve Thermal Resistance (R -Value) of: 38 3. EXTERIOR WALL Frame Type: ' A. Cavity Insulation Material: Fiberglass Brand Name: Johns Manville/Knauf Thickness (inches): 5.50 Thermal Resistance (R -Value): 21 B. Exterior Foam Sheathing Material: Brand Name: Thickness (inches): Thermal Resistance (R -Value): 4. RAISED FLOOR Material: Fiberglass Thickness (inches): 6.25 5. SLAB FLOOR/PERIMETER Material: Thickness (inches): Perimeter Insulation Depth: 6. FOUNDATION WALL Material: Thickness (inches): Brand Name: JohnsManville/Knauf Thermal Resistance (R -Value): 19 Brand Name: Thermal Resistance (R -Value): Brand Name: Thermal Resistance (R -Value): DECLARATION I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy ficiency Standards for residential buildings (Title 24, Part 6, California Code of R lations) i dicated on the Certificate of Compliance, where applicable: 2, 3. and 4 Chico Insulation and Fireplaces Item Number's ignature and Date Installing Subcontractor (Co. Name) or General, Contractor (Co. Name) or Owner Item Number's Signature and Date Installing Subcontractor (Co. Name) or General Contractor (Co. Name) or Owner INSULATION CERTIFICATE Job Number: 3499 Gary Cooper 9440 Jones Avenue, Durham, CA Contractor/Owner Name Job Address (street, city, state) Butte County Subdivision Name Lot Number DESCRIPTION 1. ROOF Material: Brand Name: Thickness (inches): Thermal Resistance (R -Value): 2. CEILING Batt or Blanket Type: Fiberglass Brand Name: Johns Manville/Knauf Thickness (inches): 12 Thermal Resistance (R -Value): 38 Loose Fill Type: Fiberglass Brand Name: Johns Manville/Knauf Minimum Installed Weight/ft .642 Ib Minimum Thickness: 15.5 inches Installed weight per square foot to achieve Thermal Resistance (R -Value) of: 38 3. EXTERIOR WALL Frame Type: A. Cavity Insulation Material: Fiberelass Brand Name: Johns Manville/Knauf Thickness (inches): 5.50 Thermal Resistance (R -Value): 21 B. Exterior Foam Sheathing Material: Brand Name: Thickness (inches): Thermal Resistance (R -Value): 4. RAISED FLOOR Material: Fiberelass Brand Name: JohnsManville/Knauf Thickness (inches): 6.25 Thermal Resistance (R -Value): 19 5. SLAB FLOOR/PERIMETER Material: Thickness (inches): Perimeter Insulation Depth: 6. FOUNDATION WALL Material: Thickness (inches): Brand Name: Thermal Resistance (R -Value): Brand Name: Thermal Resistance (R -Value): DECLARATION I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Ofidency Standards for residential buildings (Title 24, Part 6, California Code of R �ations) i dicated on the Certificate of Compliance, where applicable- 2, pplicable✓2, 3, and 4 Chico Insulation and Fireplaces Item Number's ignature and Date Installing Subcontractor (Co. Name) or General Contractor (Co. Name) or Owner Item Number's Signature and Date Installing Subcontractor (Co. Name) or General Contractor (Co. Name) or Owner COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES -:.BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530)58-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ,� .. ASSESSOR PARCEL NUMBER ISO ZONING _ BUILDING PERMIT OWNER 1J TELEPHONES SO. FT, OCC. BUILDING VALUATION OWNERS MAILING ADDRESS CONTRACTORS NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Feed ®7 $ Plan Checking Fee $ BUILDING ADDRESS A2 l a cC r r17 Ener Plan Checking Fee 9Y 9 $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 2� Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W 920.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service 600V OR'Ess 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencingwith Section 7000 of Division 3 of the Business and Professions Code, ) and my license is in full force and effect.P 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: �R! 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main .Service 200A TO 1000A 46.00 NEW CONST.— DWEWNG OCCUP. OR ADDNS. ( & ACC. BLDS. SO 3.5¢FT. NEW CONS . MULTI.OUTLET NON-RESID. 97.50 OWER APPARATUS 8 SINGLE OUTLET CIR. EX. OCCu OUTLEr OR FDm1RES BAL �' 0 Ex. Occup. o xuxED A= oR. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 LE PERMIT FEE S WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' ,,.compensation laws of California, and agree that if I should become subject to the d workersPcbmpensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. 1!!7 X_���Date b ��� Signatu4e of plicant - ❑ Owner ❑ Contractor ❑ Agent ' An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ HAZ. �� D. FEES IMP o FLOOD o COF ©� PARCEL �� o PD® � HD o ISSUE This permit is hereby issued under of the Butte County Code and/or indicatedabove for which fees have � By PERMIT EXPIRES ON��" the applicable provisions Resolutions to do work been paid. Date Date ReceiptNo a��'�%.� �� WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 040-180-052 03-2484 COOPER, GARY 9440 JONES AVE, DURHAM 2ND RENEWAL BP#O 1 - 1168 3 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION it 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/9;) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 040-180-052ZONING BUILDING PERMIT OWNERTELEPHONE WaPER >;ay bFT!" 545 SO, FT, OCC. BUILDING VALUATION OWNERS MAILING ADDRESS P.O. BOX 784. Ui1RHAM CA 95933 CONTRACTORS NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDERS MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filen Fee $ 20.00 Permit Fee 693.13/2 $ 346.60 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ BUILDING ADDRESS 9"0 JONES AVE. � DURI M Energy Plan Checking Fee $ $ PERMIT FEE $ 366.017 LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00' USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 ._ TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 1st RUQUAL OF 13P#99-1322 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS I GI W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service 2o.A 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.PONG 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 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) k 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' compensatbri `,provisions of section 3700 of the Labor Code, I shall forthwith compl" with those provisions. X�\ Datet./ r _ Signature of Applicant,' -Own f ❑ Contractor [3 Agent An OSHA permit is required for excavatio`ns'o br 5'0" dee and demolition or construction of structurs over 3 stories in he ght. -,;N TO Main Service TO 46.00 NEW CONST. DWWELEE OCCUCUP. SO OR AODNS. ( a AOC. BLDS. 3.5QFT; NON -R IDT' MULTI -OUTLET @7.50 8 SI E-OUTLET CWERLAPPARATUS IR. zu @ 1.00 Ex. Occup. OUTLET OR FIXTURES BAL O .50 Ex. Occup.., O�Lt�s Ao °EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 366. oC FEES IMP I FLOOD I CDF I PARCEL I PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated abe for whi h fees have been paid. r By P Date�I PERMIT EXPIRES ON/ IF ^o''11 `. ` VJ vera Receipt No. 03-6701 i WHITE-D.D.S:-B.D. CANARY=ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 4 ' :CO,UNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev.12/9a,„ AP APPLICATION AND PERMIT ASSESSORi;fi 0.NUM8ER 040-180-052 ZONING 4 S BUILDING PERMIT OWNER CO�PER GARY ! TE2� Ho -E3545 V SO. FT. OCC. BUILDING VALUATION ,! ♦♦ pp�� cj /� 34 186 516 •00 . OWNERS MAILING ADDRESS P.O. BOX 784, DURHAM, CA 95938 1104 U 29.872.00 CONTRACTORS NAME OWM 1J1C TELEPHONE 00 ( 887 C 5 H S 2.415.00 CONTRACTORS "UNG ADDRESS CONSTRUCTION LENDER Fireplace A .500.00 LENDERS MAILING ADDRESS Total Valuation $ 221.8 .00 ARCHITECT OR ENGINEER - LICENSE NO. Filing Fee $ 20.00 Permit Fee $ i .w.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 693.23 BUILDINGADDRESS ! JONES AYMM, DITRHAM Energy Plan Checking Fee $ 23.00 • $ PERMIT FEE $ 1,802.73 LOT NO. SUBDIVISIONS NAME PARCEf., MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF} -q Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 5 Each gas water heater or vent 15.00 ' TYPE OF WORK New IN Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 4 BEDROOMS, 3 BATH WITH 3 CAR GARAGE Gas piping system 1 - 5 outlets 15.00 i % w Building sewer 15.00 ' S _ nn Mobile Home I S I G I W 920.00 r PERMIT FEE $ �. ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200A OR LESS 23.00 23 • UU LICENSED CONTRACTOR'S DECLARATION 1 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. .t. License Class Lic. No. OWNER -BUILDER DECLARATION hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ I have end 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. O1 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.) O, 1 certify that in the performance of the work for which this permit is issued, I shall f 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' com ensatGh rovisions of section 3700 of the Labor Code; I shall fortrt 7ithrcom`p y, wit those, provisions. XDate "~ f Signature of -Applicant J Owrier O Contractor ❑ Age t �T An OSHA permit is require for excavations over 5'0" deep and demolition or construction of struru Mires over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. pWELUNG OCCUP. So �� • S� OR ADDNS. ( a ACC. BLDS. 3.5QFt: HON-REOSID. MULTI -OUTLET @7.50 POWER APPARATUS 8 SINGLE OVILhT CIR. 20 Q 1.00 Ex. Occup.OUTLET OR FIXTURES sAl @ .50I Ex. Occup. OUTLETSA P=.J E. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ x•5 MECHANICAL PERMIT Fling Fee 20.00 Heating 1 ;Z5.0U 5U. W 131 Cooling 15• •( U Hood 6.50 Ventilation .3 - 4 • PERMIT FEI: S I40.00 Mobile Home Installation Fee $ Energy Inspection Fee 1 $46*UU OCC COIS.T:I .TYPE 2,369.28 +� 11\ TOTAL FEE $j HAZ. ,,,, p, FE IMP` �`/j f FLOOD ` CDF .�,. PARC¢ ` Y Pp HD FLSLSSUE' �V/ 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. / JI&I B y y t-- Date PERMIT EXPIRES ON 9' i •- ate ReceiptNo. r .S '�, �7 �` a �. ,. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 4 ELEVATION CERTIFICATE O.M.B. No. 3067-007; FEDERAL EMERGENCY MANAGEMENT AGENCY Expires July 31, 1999 NATIONAL FLOOD INSURANCE PROGRAM *TION: Use of this certificate does not provide a waiver of the flood insurance purchase requirement. This form is used only to pro- vide elevation information necessary to ensure compliance with applicable community floodplain management ordinances, to determine the proper insurance premium rate, and/or to support a request for a Letter of Map Amendment or Revision (LOMA or LOMR). You are not required to respond to this collection of information unless a valid OMB control number is displayed in the upper right corner of this form. Instructions for completing this form can be found on the following pages. SECTION A PROPERTY INFORMATION FOR INSURANCE COMPANY USE I BUILDING OWNER'S NAME POLICY NUMBER I STRE ADDRE (Includin Apt.. Unit. Suite and/or Bldg. Number) OR P.O. ROUTE AND BOX NUMBER COMPANY NAIC NUMBER _ i�, o. gnu � SC4 OTHER DESCR PT N (Lot an Blcck Numb rs, etc. ly (0140 � �� �0�2 CITY /� \� ^ ^ STATE ZIP CODE SECTION B FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Provide the following from the proper FIRM (See Instructions): 1. COMMUNITY NUMBER 0��7 2. PANEL NUMBER �� 3. SUFFIXj�uwi—= 4. DATE OF FIRM INDEX g (.978 5. FIRM ZONE A 6. BASE FLOOD ELEVATION (in AO Zones. use d` pth) �J� `sok T. 7. Indicate the elevation datum system used on the FIRM for Base Flood Elevations (BFE): ;�tNGVD'29 ❑Other (describe on back) 8. For Zones A or V, where no BFE is provided on the FIRM, and the community has established a BFE for this building site, indicate the community's BFE:! ' ! I I .' j feet NGVD (or other FIRM datum—see Section B, Item 7), SECTION C BUILDING ELEVATION INFORMATION 1. Using the Elevation Certificate Instructions, indica a the diagram number from the diagrams found on Pages 5 and 6 that best describes the subject building's reference level . 2(a). FIRM Zones Al -A30, AE, AH, and A (with BFE). The top of the reference level floor from the selected diagram.is at an elevation of C 3, -Si feet NGVD (or other FIRM datum—see Section B, Item 7). (b). FIRM Zones V1 -V30, VE, and V (with BFE). The bottom of the lowest horizontal structural member of the reference level from the selected diagram, is at an elevation of: ! I 1 ! I .J feet NGVD (or other FIRM datum—see Section B, Item 7). (c). FIRM Zone A (without BFE). The floor used as the reference level from the selected diagram is i.LJ feet above I.—i or below'_ (check one) the highest grade adjacent to the building. (d). FIRM Zone AO. The floor used as the reference level from the selected diagram is L I .IJ feet above 0' or below ED (check one) the highest grade adjacent to the building. If no flood depth number is available, is the building's lowest floor (reference level) elevated in accordance with the community's floodplain management ordinance? 0 Yes ❑ No `j Unknown 3. Indicate the elevation datum system used in determining the above reference level elevations: �, NGVD '29 0Other (describe under Comments on Page 2). (NOTE: If the elevation datum used in measuring the elevations is different than that used on the FIRM (see Section B, Item 7J, then convert the elevations to the datum system used on the FIRM and show the conversion equation under Comments on Page 2.) l 4. Elevation reference mark used appears on FIRM: Yes No (See Instructions on Page 4) 5. The reference level elevation is based on: - actual construction Z. construction drawings (NOTE: Use of construction drawings is only valid if the building does not yet have the reference level floor in place, in which case this certificate will only be valid for the building during the course of construction. A post -construction Elevation Certificate will be required once construction is complete.) 6. The elevation of the lowest grade immediately adjacent to the building is: i i 'SQ! .' feet NGVD (or other FIRM datum -see Section B, Item 7). SECTION D COMMUNITY INFORMATION If the community official responsible for verifying building elevations specifies that the reference level indicated in Section C, Item 1 is not the "lowest floor" as defined in the community's floodplain management ordinance, the elevation of the building's "lowest -floor" as defined by the ordinance is: -feet NGVD (or other FIRM datum—see Section B, Item 7). Date of the start of construction or substantial improvement FEMA Form 81-31, MAR 97 REPLACES ALL PREVIOUS EDITIONS SEE REVERSE SIDE FOR CONTINUATION VJ SECTION E CERTIFICATION 'ifs certification is to be signed by a land surveyor, engineer, or architect who is authorized by state or local law to certify elevation ' riformation when the elevation information for Zones A1—A30,•AE, AH, A (with BFE),V1—V30,VE, and V (with BFE) is required. Community officials who are authorized by local law or ordinance to provide floodplain management information, may also sign the certification. In the case of Zones AO and A (without a FEMA or community issued BFE), a building official, a property owner, or an owner's representative may also sign the certification. Reference levei diagrams 6, 7 and 8 - Distinguishing Features—If the certifier is unable to certify to breakaway/non-breakaway wall, enclosure size, location of servicing equipment, area use, wall openings, or unfinished area Feature(s), then list the Feature(s) not included in the certification under Comments below. The diagram number, Section C, Item 1, must still be entered. l certify that the information in Sections B and C on this certificate represents my best efforts interpret the data available. l understand that any false statement may be punishable by line or imprisonment and I . Code, Section 1001. AA <.O FES V CERTIFIER'S NAME LIC r AX Wa TITLEAV ._�_ _ C9TANY NAME V1 ADDRESS ` 1� CITYql��C'/ STATE ZIP �il� , VI� �r—r,,A I ill d ll. �Piv SIGNATURE f DAi LN���. PHONE Copies should be made of this Certificate for: 1) community official, 2) insurance agent/company, and 3) building owner. COMMENTS: ON WITH ON PILES, SLAB BASEMENT PIERS, OR COLUMNS A v A A v ZONES ZONES ZONES ZONES ZONES ' REFERENCE REFERENCE LEVEL BASE REFERENCE LEvEL LEVSL FLCCO ELEVATION ':: BASE BASE ?EFE?E•.0-_ Ft^.CD a)JACENT ' _.-/A. CN R c ':. GRADE LE.JCL ?UE ENC- ADJACENT FLCCO ELEVAT'CN L=VEL GRACE :;':'::..: �'::::::,.: ..; �:.i�'•; :��: ADJACENT. GRADE '. The diagrams above illustrate the points at which the elevations should be measured in A Zones and V Zones. Elevations for all A Zones should be measured at the top of the reference level floor. Elevations for all V Zones should be measured at the bottom of the lowest horizontal structural member. l Page 2 "APPLIED TESTING CONSULTANTS�A�t�lt` MATERIALS ENGINEERING TESTING AND INSPECTION ASTM 1557 Moisture/Density Currie Client: Address: City, State Zip: Attn: Project: Soil Description: Sample location: Sample depth: Trial No: Water Added Gross compacted wt: Container Tare: Net compacted wt: Wet density, pcf: Dry density, pcf; Pan No: Gross wet wt: Gross dry wt: Pan tare: Net dry wt: Moisture loss: % Moisture Content: 107.0 - 106.0 a T c 104.0. 103.0 15.0% Sample No: Gary Cooper Date: 8 -Jan -00 P.O. Box 784 Tech: M. Haydon Durham, CA 95938 , RE Gary Cooper CEIVED Cooper Residence JAN 2 0,2000 Light Brown to Brown Sandy Silt (ML) 13 Borrow Area (Proposed Pond) BLTgLDING DdV 7'y at -2.0' Sion Sample Weight: 14,800 grams Total sample wt: +3/4 rock wt: % of +3/4 rock: Specific Gravity of +3/4: Rock adj. density: 16.0% 17.0% 18.0% 19.0% 20.0% 21.0% 22.0% 23.0% 24.0% Moisture Content (% of dry weight) Max density from curve: 106.4 Max adjusted density: 106.4 pcf This test was performed per ASTM 1557 Optimum moisture: Reviewed by: 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 MMM mmmw.'" 749x - 162.2 ry--=--7031.5x 2 + 2 "=MM 16.0% 17.0% 18.0% 19.0% 20.0% 21.0% 22.0% 23.0% 24.0% Moisture Content (% of dry weight) Max density from curve: 106.4 Max adjusted density: 106.4 pcf This test was performed per ASTM 1557 Optimum moisture: Reviewed by: 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 APPLIED TESTING CONSULTANTS �A� t�e MATERIALS ENGINEERING TESTING AND INSPECTION Nuclear Density Testing Keport ver Ab i M 1551 Client: Gary Cooper Address: P.O. Box 784 City, State: Durham, CA 95938 Attn: Gary Cooper Project: Cooper Residence ' Soil Description: Light Brown to Brown Sandy Silt (ML) Gauae # CALIBRATION DATA: I Density Std.: Curve No.: T-1 IMax Test# (Depth (Location: BuildiingPad 1 BS ISW Corner 2 BS East Edge, Middle 3 BS Northeast Corner Report Seq. No. Page: 1 of 1 Date: 1/8/00 Tech: M. Haydon REPORT: . Arrived at jobsite at 1500 hrs. At the time of our arrival, the grading contractor had placed approximately 4" of engineered fill on the entire pad area and requested shallow depth tests to determine if compactive efforts were adequate. Performed 3 nuclear density tests at random locations with the probe depth in a backscatter possition. A sample of the material had been collected by our representative from the borrow area earlier in the day and returned to our lab for an ASTM D1557 compaction curve. All 3 test results indicate at least 90% relative compaction. Departed jobsite at 1630 hrs. Copies to: Reviewed by 3060 Thorntree Drive, Ste. 10 - Chico, CA 95973 - Telephone: (530) 891-6625 - Facsimile: (530) 891-4243 Moisture Std.: I Density Xi IMoisture Xi Req'd % 90% 106.4 Opt. Moist. Content: 19.5 Elev. Wet Density H2O Density Dry Density Moisture Content %. Comp. Results FPG-2.0' 118.2 17.9 100.3 17.9 95% PASS FPG-2.0' 116.9 18.5 98.4 18.91 93% PASS FPG 2.0' 117.5 18.1 99.4 18.2 94% PASS REPORT: . Arrived at jobsite at 1500 hrs. At the time of our arrival, the grading contractor had placed approximately 4" of engineered fill on the entire pad area and requested shallow depth tests to determine if compactive efforts were adequate. Performed 3 nuclear density tests at random locations with the probe depth in a backscatter possition. A sample of the material had been collected by our representative from the borrow area earlier in the day and returned to our lab for an ASTM D1557 compaction curve. All 3 test results indicate at least 90% relative compaction. Departed jobsite at 1630 hrs. Copies to: Reviewed by 3060 Thorntree Drive, Ste. 10 - Chico, CA 95973 - Telephone: (530) 891-6625 - Facsimile: (530) 891-4243 APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION Nuclear Density Testing Report Per ASTM 1557 Report Seq. No. 2 Client: Gary Cooper Page: 1 of 1 Address: P.O. Box 784 Date: 1/10/00 City, State: Durham, CA 95938 Tech: M. Haydon Attn: Gary Cooper Project: Cooper Residence Soil Description: Light Brown to Brown Sandy Silt (ML) Gauge # CALIBRATION DATA: Density Std.: Moisture Std.: I Density Xi : Moisture Xi Compaction Equipment: Req'd % Compaction Curve No.: T-1 Max Dry Density: 106.4 Opt. Moist Content: 19.5 90% Test # Test Depth Location: Buildiing Pad Hlev. Wet Density H2O Density Dry Density Moisture Content % Comp. Results 4 8" South End FPG 1.0' 117.8 18.8 99.0 19.0 93% PASS 5 8" East Edge, Middle FPG 1.0' 117.1 19.1 98.0 19.5 93% PASS 6 8" Northwest Corner FPG 1.0' 118.9 21.8 97.2 22.4 92% PASS 7 8" Southeast Corner FPG 123.8 21.41 102.4 20.9 97% PASS 8 8" 1 Center of Pad FPG 123.5 20.8 102.7 20.3 97% PASS 9 8" North Edge, Middle FPG 127.6 22.5 105.1 21.4 99% PASS REPORT: Arrived at jobsite at 0800 hrs. (departed at 0900 hrs. and returned at 1500 hrs.) to perform compaction testing of the Building Pad. Performed 6 nuclear density tests at random locations, as indicated above. All 6 test results indicate at least 90% relative compaction. Departed jobsite at 1600 hrs. Copies to: Reviewed by: 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 " INTER -DEPARTMENTAL MEMORANDUM TO: BUILDING DIVISION, OROVILLE FROM: � ENVIR. HEALTH, CHICO DATE: RELEASE ENV. ILLTH HOLD ON BUILDING FINAL FOR: OWNER NAME: SEPTIC: J- WELL: AP#: n _ f cQ.�—� ADDRESS/LOCATION: 3 �� _ Comments:"j) j/ GL/memos/releasehold ` V I .140480-052 99-1322 COOPER, Gary q Jones Avenue, Durham Contr: Owner New Single Family t NAAC% CqJ-06 A PAJUVW41Y � ata ego ` oSz Certificate!-------- of Conforman(',e Certificate 052736 THIS IS TO CERTIFY that the glued laminated timber products identified with a collet.,, ve mark of Engineered Wood. Systems (EWS) were manufactured in accordance with the applica J ' standards and. .asyr oci.aterj crna0i.fa.�Mti^rl .vii; tEi ' o q d ANSI Standard A190,1-1992, For Wood Products - Structura1 1 Glued' Laminated Timber NER-486 Glued Laminated Timber Combinations And "GAP" -Computer Program For Determining Design Stresses ,-47 AITC 117-93 - Manufacturing - ,standard Specifications, For Structural . >.Glued Laminated Tmber Of Softwood Species- _ IT IS HEREBY CERTIFIED that the APA EWS trademarked structural glued laminated tim'b; ., members were produced -in a manufacturing facility subject to. -regular audits in accordance with the Engineered Wood �y's-'.^r�� i`si'�j"Qiiali`'y''i�SSliiar7i:� Piograin. Routlnv^• -audits inciiide 1nspeCiion of the man ufacturing=process and evaluation of the in -plant OA program with adequate sampling10 verify conformanr;e to industry standards for lumber grade and giuelinvbond quality. �jL.®• ,��. iZp' �� �C.hi,,9..ce.'SaC�J`t.ac.ct.` cat /�- ( tr ; ^ F c,�l i G ' . ,•)i tit. v Z 1 p i �' i , r •r l /!s•' iii:-� �1►'-���i�.. ..3'�O x 2, 7/7.i . •• %�c,0 711 .11O *i� W by —4--, SEAL 0Thomas G. Williamsci f :w �� Y ExeLuliveiCb f'fC'SIiJ( ill 4 ENC-EERED YVOOD SYSTEMS* a reie0e0 Corpn,eUon of AAA - 7riE ENG1NE-EAED WOOD ASS0CJA7101y 1, 701 i Soum 1911, Siteel - P.O. Bor. 11700 - 7acomn., WA 98411-0700 7-Jophone: (253) 565-8600 • Fam Far Nuber• (253) 565.7265 Ax.AFJ,crW rl� . orb-�g4, aSz Cerfificate_,of Conf6rman',(* e. certificate THIS IS To CERTIFY that the glued laminated timber products identified with a collo.:. e `mark of Engineered Wood. Systems (EWS) were manufactured in*accordance with. the a.pplica. b standards a.nd as oci.ated specifications indicated belcvr. ANSI S.tandard,4190.1-1992, For Wood Products - Structural Glued Laminated Timber NER-466 Glued Laminated Timber Combinations And "GAP" ,..Computer Program For Determining Design Stresses AITC 117-93 - Manufacturing -.Standard Specifications• For-Structural ,.Glued Laminated Timber.Qf Softwood cies IT 1S HEREBY CERTIFIED that the'APA EWS trademarked structural glued laminated tim')Eer members .were produced in a manufacturing facility subject to regular audits in accordance with the Engineered Wood S;�s:�^:�,t�'r.Sj Quality Ass urarice progra)r1. Rouilne audits include inspection of the manufacturing process and evaluation of the in-plant QA program with adequate sampling to verify conformance to industry standards for.lumber grade and giueline bond quality. �7' 4 44 - W c� •R' � , � by —� M„• - - S U MI-� Thomas-G: Williamscrt ,'°• ,. ' Executive VTCB f (G-sidw)l S H tN G ++++ c r+���_ eAse Sgt 1 �Ce_ld -�o tvlsp C ENGINEERED WOOD SYSTEMS fa a F818160 Corprnauon of AAA — 7NF ENGINEERED W000 ASS661A7101v 7011 Scum 1911 Sneer- P.O. Box 11700 • 7aGOMi., WA 98411-0700 7olephone: (253) 565-8600 • Far Nurnber. (253) 565.7265 r • ✓ = OK 0 = Not OK = Not Applicable = Not Ready,, }7} r «(... MOBILE HOMES r ` Date MOBILE HOME UTILITIES (Plans) OK except H's DECKS, COVERS, CARPORTS GARAGES (Plans) OK except It's 1. Zoning Requirements -Setbacks -Easements Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Sewer; Location -Test -Fall -C/O -Concrete 'Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing I 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Gas; location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ /'LPG Carports; Windows -Doors 7. Well Clearance & Disconnect Electric 8. Utility Clearance Frmg.; Sills-Anchors-Studs-Rftrs-Trusses f 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Date Card B-1 Date Card B-1 Date Card B-1 Date - Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except k's 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 1. 5. Drain; MH Test -Fall -Flex Connector 2. 6. Water; MH Test -Regulator -Connector 3. 7. Water and Sewer Connected -C/O to Grade -HD Approval 4. 8. Gas and Electricity Tagged 5. 9. Tie Downs -Type -Installation Can. 6. 10. Exits; Insp.-Sketch 7. 11. Cert. of Occupancy 8. 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 E;z _ -MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except It's 1. Zoning Requirements -Setbacks -Easements -,X % 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. 'Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing I 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses f 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except ff's 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit I 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 V= OK 0 = Not OK - = Not Applicable = Not Ready Date \1 RESIDENTIAL (Single & Duplex) for (Plans) OK except #'s I Date FRAMING Z g- Setbacks- Ease ments-Flood-Slope Ftq wMain; Soils-Elec. Grnd.-/119 P Ftg. Depth t , Garage; Soils-Steel-Elec. Grnd.-/ r2/" Ftg. Depth tg. rches & Decks; Soils -Steel-/ /}P Ftg. Depth e Is, Garage; Steel-Blockouts-Wrapped Id Downs and Special Anchors 7. SIP, Steel -Wrapped 8. iers-Fireplace Ftg.-Steel D. .V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. F, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test . Wate ipe; Test -Anchors- Reg ulator• Service Test 12. EI c Underground nums & Ducts; Clearance -Material -Support -Ins. Girders•Sills-Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date(- Card B-1 Date Card B-1 Date O Card B-1 Date Card B-1 Date P1CUMEffNG ( ermit) OK except #'s Water Htr.; Vent -Access -Combustion Air Baffle 8. ater Pipe; Test & Anchor -Nail Protection 9 D.W.V.; Test Fittings & Anchor -Nail Protection 0. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 42. as Pipe; Sixe & Anchors r Date('(), , Card B• ` Date Card B-1 Date Card B-1 Date Card B-1 Date EL ICAL (Permit) OK except #'s Stu esh-Drip Screed -Fd. Vents-Underflr. Access ix e & Transformer Clearance -Ins. Protection I g Area -Glass Protection -Skylights -Plastic le eceptacles Spacing -Lights & Switches at Doors Shear Walls; Nailing -Bolts 2 ize zes &-No. of Conductors Stapled rac erior/Exterior Wall Panels 2Installed Close to Edge of Studs & C.J. nsulation-Walls-Ceilings gund made up w/Mech Fasteners -Bond dilr& W Infiltration -Walls -Windows 2 A ance Circuits in Kitchen & Conductor Size GFI Card B-1 Date Card B-1 2&1<uVeS5'd`Wire Size // ga. u r AI-A.C. Wire Size/ / ga or AI Card B- Date Card B-1 Range Circle / !O / ga or AI -Oven Circ. / / ga Cu or AI I ed Neutral 0 Yes ❑ No eONAL (Plans) OK except #'s Ser ' -Riser-Conductors & Ground Main Disconnect Clearances Panels-Motors-Mech. Equip. C s Closet Light -Shower Light -Spa Light Smoke Detector Date r r Card B-1 61e ST Date Card B-1 Date Card B-1 Date Card B-1 Date NyeeHANICAL (Permit) OK except #'s A.0 ucts Insulation & Support e a r`Exh ust above insulation C en a Drain & Overflow, Size & Grade F ace -Vent Access -Comb. Air -Return Air Vent 115 outlet Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Cad B-1 Date Card B-1 Datei F MING (Permit) OK except #'s 4 " roper Materials & Anchors Studs -Nailing Spacing & Braces -Plates -Sound ring Walls over Girders & Floor Nailing Drao Sto Walls (rat proof) 4. it tops, Furred Ceilings -Stairs -Chasers -Tubs 1Uo4eaders & Beams -Size & Bearinq I. & Bath Fixtures & Tub Access -Spa c. Trim & Subpanel, Breaker Sizes & Labels St & Rails Fir ce or Stove, Clearance -Hearth 7 Elec 6tlets at Wood Panel, Int. & Ext. i xt. & Appliance; Ground -Air Gap -Cooking Clearance Z Elec. Outlets & Receptacles at Kit. Counter 74, P rage Fire Door; Swing -Landing -Closure 75. ASY. 6uct in Garage -Damper 7 Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in G ge; Above Floor-Mech. Protection 7 b., E ec. & Mech. Equip. Listed for Location 78. a eceptacles in Garage (F.F.I.)-Romex Protection 71kInsulation=Foam-Looked in Attic 8 uard Rails & Deck Construction -Post Caps 81. Fdn. VB is & Crawl Hole Door Drainage & Wood -Earth C rance Looked under Floor O Yes Following Insild./Drive :)Yes NO/WaIks O Yes :) No/Planters 0 Yes J No 83. Stu o Brown -Finish A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Ab9.Ve Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Wa ell, Disconnect, Electrical, Plumbing x erior Elec. Trim, G.F.I. Receptacle -Underground 8 en 'lation Throughout House 891161p§ Protection orrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92 Wat & Sewer Connected -C/O to Grade -HD Approval Cq�n-JCompliance Certificate -Other Certificates 9 ddress Posted Date Card B-1 _ 0 7 M ( Card B-1 Date Card B-1 7 6o Date Card B-1 Date Card B-1Date Card B Date Card B-1Card B-1 Comments at Final: li ist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rfng. place Ties or Type A Flue -Fireplace Throat Clearance . Attic Ws; Size & Romex Protection -Draft Stop -Ins. Baffles 5 r . Windows or Exiting Doors -Sill Ht. & Dimensions arage Fire Protection Framing rogagT Line Firewall & Openings oors-One 3' -Check Garage 3rd Story, 2 Exits Stairs' idth-Headroom-Rise-Run-Landing-Fire Protection wo n Roof Overhang -Attic Vents -Rafter Outriggers 56- ing-NailiPoeneer 57. Stu esh-Drip Screed -Fd. Vents-Underflr. Access 5 I g Area -Glass Protection -Skylights -Plastic �- Shear Walls; Nailing -Bolts 60. rac erior/Exterior Wall Panels nsulation-Walls-Ceilings 62. Infiltration -Walls -Windows Date ZZ12%2 Card B-1 Date Card B-1 Date , Q Card B- Date Card B-1 Date eONAL (Plans) OK except #'s Steps -Door & Sidelight Protection -Landings Sm Detector urnace Vents -clearance -Comb, Air -Connector - In tae: Above Floor -Ducts -Mach. Protection I. & Bath Fixtures & Tub Access -Spa c. Trim & Subpanel, Breaker Sizes & Labels St & Rails Fir ce or Stove, Clearance -Hearth 7 Elec 6tlets at Wood Panel, Int. & Ext. i xt. & Appliance; Ground -Air Gap -Cooking Clearance Z Elec. Outlets & Receptacles at Kit. Counter 74, P rage Fire Door; Swing -Landing -Closure 75. ASY. 6uct in Garage -Damper 7 Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in G ge; Above Floor-Mech. Protection 7 b., E ec. & Mech. Equip. Listed for Location 78. a eceptacles in Garage (F.F.I.)-Romex Protection 71kInsulation=Foam-Looked in Attic 8 uard Rails & Deck Construction -Post Caps 81. Fdn. VB is & Crawl Hole Door Drainage & Wood -Earth C rance Looked under Floor O Yes Following Insild./Drive :)Yes NO/WaIks O Yes :) No/Planters 0 Yes J No 83. Stu o Brown -Finish A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Ab9.Ve Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Wa ell, Disconnect, Electrical, Plumbing x erior Elec. Trim, G.F.I. Receptacle -Underground 8 en 'lation Throughout House 891161p§ Protection orrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92 Wat & Sewer Connected -C/O to Grade -HD Approval Cq�n-JCompliance Certificate -Other Certificates 9 ddress Posted Date Card B-1 _ 0 7 M ( Card B-1 Date Card B-1 7 6o Date Card B-1 Date Card B-1Date Card B Date Card B-1Card B-1 Comments at Final: April 8, 2005 Butte County Department of Development Services www.buftecounty.net/dds 7 County Center Drive Oroville, dA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile Gary cooper 9440 Jones Ave Durham, CA 95938 RE: Building Code Violation Location: 9440 Jones Avenue, Durham AP# 040-180-052 Dear Gary Cooper: This is a courtesy notice to notify you that you are in violation of the Butte County Code, at the, above -referenced location, as follows: Failure to obtain the required permits, inspections and approvals from this office for living in a house without a final. Since pen -nits and inspections are required for the above work, please submit three (3) complete sets of plans, apply for the required permits, and pay the appropriate fees. All work must stop until these permits are issued and you are authorized by our field inspector to proceed. The field authorization cannot be made until the existing work is inspected and approved. It is the County's goal to obtain voluntary compliance with the Butte County Code. However, you should be advised that Butte County has an active Code Enforcement Program which provides an effective - means of enforcement if voluntary compliance is not obtained. Enforcement may be pursued through the issuance of citations, fines and the recording of a Notice of Violation including a description of the action necessary to abate the violation. You have thirty (30) days to voluntarily comply with the above directions or to present an acceptable plan for abatement or corrective actions to be taken by you. Should you have any questions concerning this matter, please contact a Permit Tech in this office at the address or telephone number listed above. Sincerely, V Scott Rutherford '— Chief Building Inspector SR: mb cc: Assessor r �'` Assessor Inquiry - Main Asmt: 040-180-052-000 Feeparcel: 040-180-052-000 Owner: COOPER GARRY STACY Situs Address TAXROLI_ (CURRENT IAPR DATE �- 9440 JONES AVE DURHAM _ NameAddress Structure COOPER GARRY & STACY P 0 BOX 784 DURHAM CA 95938 Status I Date ACTIVE Taxability Code I Descr 000 I NORMAL OWNERSHIP TRA_- _ I Base Date 070-002 110/19/2005 Creating Doc# _ 1 Date _ 1 _ Current Doc# _ 1 Date_ _1961R1152669 19.99R00_19522_ 105/07/1999 - Terminating Doc# _ (Date - ) Neighborhood C--- _ _ I Supl Cnt -__ 040 13 -_ Asmt Description _ 004.78AC SEC 30 T21N R2E - Land Use 1 _ I Land Use 2 I .- -_•_ Zoning 1 �_- I Dwell 1 •_�~�� -��-___-�...i11 -- Acres ----- 1 SgFt ---• 1.78 -. 10 S S N 1 � S S N 2- - Parcel Section TownShip 1 Range I ) -1 Description _ TPZ [Ag Pres 1 Etal 1; Bonds ❑ I ❑ I ❑ 1' ❑ ^- -❑_ - Multi ... 1910 MH I Flag 1 I Flag 2 ❑ I- 01 - 1] ` Asmt PP I Tax PP I.Appeal I Split _-_ ElI E]- 1 ❑ 1 ❑ ,[-comments d 1018005200 CONVERTED 09/08/88 kala' i'� } re i. �. � .,=sir{ {w � .l. Wy T� �``F _• Main I Notes I Ownership Detail I Ownership History I Exemptions I . Mfg Homes I Attributes I Value History I Situs I Sales :, r- " _ - MPTS2000 07/20/200611:59:08AM c_ TAXROLI_ (CURRENT IAPR DATE �- _ Land 102,095 I I Structure 375,000 Fixtures_ 1 1 Growing LSI 477,095 _Total Fixture RP 1 MH PIP _ PP Exemption -I Net _�- 477,095___. -- RIC # -`-----._.�--- - TR/Date Status Descriptioi ENROLLED is BASE YEAR kala' i'� } re i. �. � .,=sir{ {w � .l. Wy T� �``F _• Main I Notes I Ownership Detail I Ownership History I Exemptions I . Mfg Homes I Attributes I Value History I Situs I Sales :, r- " _ - MPTS2000 07/20/200611:59:08AM c_ !!!!►► f... 99-1322 040-180-052 v COOPER, Gary ; Y r T``Jones Avenue, Durham Contr: Owner +' v* New Single Family A, r` r 040-180-052 01-1168 1 COOPER, GARY - r 9440 JONES AVE., DURHAM ; R + - CONTR; . 1ST RNWL BP 99-1322 y' 040-180-052 03-2484 COOPER, GARY 9440 JONES AVE, DURHAM L'� r�'`2CO 2ND RENEWAL BP#01-1168 - i s i LONGFELLOW LUMBER CO. INC. ■ Quality Truss Design ■ Roof & Floor Systems (800) 678-0112 (530) 893-0112 •FAX (530) 893-0140 .89 Loren Avenue Chico, CA 95928-7434 Customer: Address: Job No: C �o AP#. rte BUTTE CO N r UILDI G DEPARTME , V Alpine Engineered Products, Inc. Christian W. Chappell 8351 Rovana Circle Sacramento, CA 95828-2522 (916) 387-0116 ICBO-ES Report 5352 Timber Products Inspection, Inc. P.O. Box 20455 Portland, OR 97220 (503) 254-0204 LONGFELLOW LUMBER CO. INC. Quality Truss Design • Roof & Floor Systems (800) 678-0112 (530) 893-0112 • FAX (530) 893-0140 _ 89 Loren Avenue Chico, CA 95928-7434 Important Information for Users of Wood Trusses Longfellow's goal is to supply superior quality trusses. Sensible truss designs, the best available lumber and exacting workmanship are the key ingredients of our quality control program. (Once trusses arrive at the job site, quality control becomes the responsibility of the builder.) For best results we suggest: DO'S DON'TS ❑ Do review your field copy of truss engineering for important bracing, ❑ Do Not cut, notch or drill chords or webs of trusses. bearing and connection details. (Exceptions will be clearly marked on engineered drawings.) ❑ Do review the HIB -91 Summary Sheet's recommendations for handling, installing and bracing of wood trusses. ❑ Do install roof sheathing ASAP. Trusses hold their profiles best when they have been plumbed and braced with roof sheathing. Especially in hot weather, we recommend sheathing be applied over as much of the building as possible before installing outriggers and gable -end siding. ❑ Do inspect trusses for missing plates or broken lumber. Report defects to Longfellow immediately. ❑ Do secure tails with fascia board. In recent years, the production of lumber from second -growth timber has resulted in an increased tendency for unrestrained tails to twist. We recommend a sub -fascia be installed behind gutters. ❑ Do call Longfellow if you have questions or need additional information. ❑ Do Not cut or remove plates. ❑ Do Not overload single or groups of trusses with plywood, roofing, tools or other construction materials. ❑ Do Not make field repairs without written approval from Longfellow Lumber Co. ❑ Do Not load HVAC units, solar equipment, fire sprinklers, etc. on trusses unless truss engineering has been designed to accomodate the specific point loads. BEFORE INSTALLING: Make certain truss sequences and end -for -end orientation are correct. INTER -DEPARTMENTAL MEMORANDUM TO: BUILDING DIVISION, OROVILLE FROM:��i'✓J e , ENVIR. HEALTH, CHICO DATE: 5 RELEASE ENV. H ALTH HOLD ON BUILDING FINAL FOR: OWNER NAME: SEPTIC: tJ WELL: AP#: -!�o ADDRESS/LOCATION: F & Comments: /DiiI / ill )'fil'w !'®'jjl'9A l GL/memos/releasehold L r 14 Coo 7/13 0 BUTTS C®UN i r ..BUILDING ®EPARTMF ., 4 PRR0V r p �0a► 14 Coo 7/13 0 BUTTS C®UN i r ..BUILDING ®EPARTMF ., 4 PRR0V r „i GABLE END DETAIL STRONGBACK (NAIL 70 LEDGEI (BRACED AT 55' LEDGER (NAIL 10 VERTICAL W/2 -10d NAILS) (K) SPACING FOF REFER TO SI PRODUCT ATI A35 IN FI O THIS DWG, PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. (Sl ) (M) 2X4 F.L. OR H.F. 02 OR \ / BTR. STP.ONGBACK BRACE (PI) PEAK PLATE TO MATCH COMMON TRUSSES. (SI) SPLICE PLATE TO HATCH COMMON TRUSSES. (HI) FEEL PLATE TO MATCH COMMON TRUSSES. (0) OPTION TC WEB PLATING; USE (3)-2' WIRE STAPLES (0.072 OIA./15 GA.) TOENAILEO THRU CHORD INTO WEB 6 ]HRU WEB INTO CHORD ON ONE FACE FOR A ]DIAL OF 6 STAPLES. (PI). (SI) 6 (HI) MUST BE PLATED. (G) GABLE END DESIGN BASED Oil 75WH WINO LOAD, EXPOSURE 'B' AT 0-25 FT. MEAN HEICiiT. . BRACED AT 55' Q.C. (C) IX4 CONTINUOUS LATERAL BRACING FOR BRACE (STRONGBACK) MEMBER LONGER THAN 721. ATTACH AT MIDPOINT Or EACH BRACE W/2-Bd [COMMON NAILS. 24' MAX /GABLE ENO HI NOTE: 1110ROS TO BE 2x4 FIR -LARCH 42 Mir). NOTE: THIS DETAIL MAY BE USED FOR TRUSSES WITH PITCHED B.C. ALSO. PLATE MAX. WEB LENGTH 1X3• 2-0-0 2X4• 0-1-0 3X4• 13-6-0 OUTLOOKER PLT TYP. Wave TPI -95 R Design Criteria: TPI -95 O O Q O -'WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER 10 HIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY IPI (TRUSS ?LAI[ Q Q INSIITU11. 6B7 B.C. OFIO DR., SUITE 200. MADISON, WI 63110). FOR SAFETY PRACTICES PRIOR 10 PERFORMING (NESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHAH HAVE PROPERLY AITACH[U Q .O SIRUCIUAAL PANELS, BOIIOM CHORD SHAH HAVE A PROPERLY ATTACHED RIGID CIELINO. ••IMPORIAMI- FURNISH A COPY OF [HIS DESION 10 IME INSIALLAIIDN CONTRACTOR. ALPINE ENGINEERED 7-�. PR ODUCIS, INC. SHAH 101 B[ R[SPOISIBL[ FOR ANY OEY IATION FROM THIS DESIGN: ANY FAILURE 10 O A LKNE L O BUIIO IN[ TRUSSES IM COMf OR NANO[ WITH 111: Op FABRICAI ING. HANDLING, SHIPPING, [NSIALLA1101 0R IN ACING Of TRUSSES. IHIS DESIGN CONFORMS WITH APPIICABLE PROVISIONS OF NOS (NATIONAL DESIGN 111C If ICAI TOM PUBLISHED BT INE AN[R IC AN FOR[SI AND PAPER ASSOCIATION) AND IPI. ALPINE TRUS S CCON(CIORS ARE NAGE OF 20GA ASTM A66X 00.71 GALV. STEEL. ENC[PI AS MOT[D. APPLY CONNECTORS 10 EACH FACE OF TRUSS, AMC UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS I)0. EEO AMD 160 A•F. AN ENGINEER'S $[At ON THIS ORAWINO APPLIES ONLY 10 IN[ DESIGN 1 I 1 1 1 1 OF 111[ TRUSS O[P IC I(0 IIERf AND $ INAI'[ MOI OE R[llfO UPON IN ANY BITTER NAY. OUTLOOKER CR[TERIA 3.5' MAX. T'(P. NOTCH 0 24' O.C. 1.5' MAX. 12' MIN 24' MAX 2X4 F.L. LUMBER GRACES MAX. LENGTH WITHOUT BRACING III) MAX. LENGTH W/ STRONGBACK BRACE (S) STANDARD 5 -II -0 II -10-0 STUD 6-7-0 13-2-0 03 6-7-0 13-2-0 02 7-9-0 15-6-0 /1 7-9-0 15-6-0 11 & BETTER 7-9-0 15-6-0 SS 7-9-0 15-6-0 REF TC LL 30.0 PSF �OQ?,OIESS/pN� W qA yc TC DL 15.0 PSF OC OL PSF >< U C43 r z1 OC LL 0.0 PSF AT * TOT.LO. 50..0 PSF �f'IFOf CAlIFO��Civi\P DUR . FAC . 1.15 SPACING,' REF R992 DATE 03/19/98 DRW CD112 .i 25150 SEAN FROM PBC I Job: GET TE BRACING NOTE: SEE DRAWING OAININAL FOR LUMBER, PLATES. AND OTHER DATA NOT SHOWN HERE. jTRUSSES REQUIRE EXTREME CARE IN HANDLING, ERECTION AND •BRACING. REFER TO TPI HIB -91. SEE THIS DESIGN FOR (ADDITIONAL SPECIAL PERMANENT BRACING REQUIREMENTS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL BE LATERALLY (BRACED WITH PROPERLY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD WITH PROPERLY ATTACHED CEILING. 0103 (A) IX4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY EAECTION CONTRACTOR. MANY OF THE BELOW MENTIONED BRA ING TYPES MAY BE SUBSTITUTEDM 2X4 'T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 16d NAILS @ 4' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. 1X4 'L" BRACE, SAME ,GRADE AS WEB MEMBER. ATTACH WITH 16d NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. 2X4 'L' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 16d NAILS @ 4' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. SCAB BRACE SAME SIZE, GRADE AND LENGTH AS WEB MEMBER. ATTACH WITk 16d NAILS 0 4' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. SEE ORIGINAL DESIGN FOR PROPER 09"SI0N9 P - ALPINE Rev 17.1e 'S - 0. 1875 q o 0 0 0 0 o M*IMPORTANTH)(ALPINE EIGIIEETIEa, PMIMS. ITA;. WARNING°"'�61EO0IME Exw" cA"E rJQ4` y!! TC LL 30.0 PSF REF R992--42293 SMALL a01 m PESPp,r11111 rpm AIAo 19 NAIL111%. Eatcrlall Ano1*y TC OL 15.0 PSF DATE 06/28/93 O o o C� 01111130B FN)A1 IMS 0010101% INESE S^ECIFir.01 13. OR AIM SPA0110. SEL HIO -91 Of IPI. EEE YH[3 DEStaa ti4' S S o c_1 0 o FAILURE t0 BJILD IN TPUSS In Wil'0111010E Milli 091111 Of IPI. Still J13MIMLL EPECIk PE0NA11EIn 8PACIIA: Pr 1.. 0 0 0 o q"tlt twAlecium Am NAGE or 90GA wLY. STEEL NEEtltD 1SSN DIFI FAEIMS. MUSS otHEf11tte Do1CATED, tell, PC OL cJ . 0 PSF ORM CD103 0 o n o AI4I CJI E EICEP9 AS NOTED. t,q t COINnIC11E 10 tAto rAOC of 01010 SnILt BE 111EJtALLY BPACED MNfn PPcKv ft:i 43045 o ALPIN OO faM uw IIACIS 011EMISF EOCAIEO Ott THIS OP tStoL 0S11tCY/ LY AIIAt1E0 PLYABottom OCO SIEAINING, BottCHORD 6306 k BC LL 0.0 PSF -ENG at.EC[oes as MPIVM 181. 1» C 189A -F. VISION STAIVAPOS MITM VMPEIL1 AITILIED 111910 CEILDO -- GCE * TOT. LD. 50. 0 PSF 0 o colrc+am mUA1Y41caLe Rm0vlslaa or NDS S vi. A11 toruEia•S AUINE reovnvL L"VArE 01"911 FCp Pat1t1 C=) TRUSS ANLi t; a tRALL InT Of111IEUED oral Qmirl0iti WA1 �� o�EscolEr9A mElriauu Emaial ccwlmcioD.nla �/1( QFC0�� DUR.FAC. 1,15 c� 0 0 0 o v --IPI • I9JSS PLANE I16TITOIE. 103 - UPS 111110 itt DE31O1 SPECISICA11011 FOR 03118 rY11St1E1C1IaN SPACTNn 24.0" TRUSS BRACING/BLOCKING DETAIL THIS DIIG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TRt1SS BRACING/OLOCKING DETAIL (AT SUPPORT) NOTE: BRACING DESIGNED TO STABILIZE TRUSSES, AND HAS NOT BEEN I1l=C;SGR.cn Tn .1eNer . A-- ......... .. .. -- (A) 2X4 13 HEN -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITF1 (2)•16d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS 10 A SUITABLE SUPPORT BY ERECTION CONTRACTOR. (H) HEIGHT OF TRUSS AT SUPPORT. 1 r1 ING q4_ - TRUSS VERTICAL WEB SECTION S -S (D) 2X4 H.F. 03 OR BETTER DIAGONAL BRACE. APPLY IN PAIRS AT 16-0-0 (T) - TRUSSES O.C. ATTACH TO EACH OVERLAPPING TRUSS USENG (2)-16d NAILS AS SHOWN. BRACE MAY BE LOCATED ON EI`FBER FACE OF VERTICAL. (P) SHEATHING APPLIED TO TOP CHORD. (L) LOADS AS INDICATED ON TRUSS DESIGN. (M) IF TRUSS HEIGHT AT SU,°PORT IS 10.0" OR LESS, DIAGONALS NOT REQUIRED. 6 a APPROX. 45' (BB) BLOCKING TO BOTTOM CIrR0 OVER SUPPORT, H.F. 13 OR BETTER 2X SIZE OF BOTTOM CIiORD, PLT TYP. Wave TPI -95 Desi n Criteria: TDI-95(STD 18.2c3 --YARNING-- 14133[3 RIO0IAE ISIREMI CARE It FAIAICAIION, MAMOLING, SHIPPING, IISIALLING AND Q Q BRACUG. AfFIR 10 MIS -91 - (MANDL110 1ISIAL�IRG ANO BAACINGI, PUBLISHED BY 1►1 (TRUSS PLATE �0`ESSIO IIfIfIYl1. 511 D'ONOF10 OR.. SUIT( 100, MAOISOM, HI 53119). FOA SAFETY PAACIICIS PRIOR 10 /ENFON41a0 IME$( FUNCTIONS. UNLISS OIe1AVIS( TC LL REF R427 O INDICATED, IOP CHORD $HALL HAVI PROPERLY ATTACHED Q SINUCIURAL PANELS, 101104 CHOI0 SHALL MALI A PROPERLY AIIACH(O RIGID CIILIMG. ly TC DL DATE 1/12/94 o -61MPORTANI-- FURAISH A COPY OF THIS DESIGN IO THE INSIAlLAl10N CONTRACTOR. ALPINE ENGINEERED y PRODUCTS,INC. SNAIL101 BI RESPONSIBLE FOR ANY DEVIATION FAUN THIS DESIGN; ANY BC D L ( L ) FAILURE TOIL Bu1L0 INI TRUSSES 11 CONFORMANCE WITH IPI: OR FABRICATING, NAIDLING, SNIPPING, INSIALtAI IOM OR )BN ACING OF TNOS$If. THISVISION CONFORMS NII$ APPLICABLE PROVISIONS OF NOS(4AIIOIAI DL L SIGH�"ICIFIC1t1ON ►u1Lis$Eo BY Tx1 AMIA1114 FOREST AND PAPER ASSOCIATION) AND IPI. ALPINE l HAD( or IUNLESS 01. IOIM(A11SE1LOCAI(O �7SS TOT.LD. DRW 3,048,634 Q EACHEFACE3OFRTRUSS. AND 0411NISIDESIGN. rOSlf10N COII(CIORSNCEPT AS 8010. APPLY [f1RR1 10 s CIV�� po'r Q Q O DIANINGS 130. 150 AND 150 A•F, AN (NG11(IR'S SIAL 01 THIS l''tf D U R .FAC . CA -ENG / C W C DRAWING APPLIES ONLY 10 IMI VISION OF C1,�\E c of THE cuss OtP1cuD offal AND s$A1l Sol at —1(D UPON IN ANY OIMIN HAY. SPACING 'SEE ABOVE 2X4 �LI C` EILING.JOIST MAXIMUM CLEAn SPAN I BX3 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONSI SUBMITTED BY TRUSS MFR. STANDAnO JACK OETAII- SPACING q 24' O.C. OCFLECTION CnITEnIA: (LIVE LOAD) F1AF• TEn SLOPES < 4: 1 Zt a L/240 11AFTEn SLOPES > 4: 12 < 12: 12 - L/1110 CEILING JOIST d L/240 IT IS TIIE nESPONSIOILITY OF TRIC BUILDING OESIGNCn AND TnUSS FABnICATOII TO nEVIEW TIIIS OIIAWING PRIOn TO. CUTTING LUMna TO VEnIFY THAT ALL DATA, INCLUDING 0114ENSIDNS AND LOADS, CONFOF114 TO 711E AnCIIITECTUIIAL SPECIFICATIONS AND FAOnICATOR'S TRUSS LAYOUT. �l 2X4 MEM-FIn STANOAnO 41COUIFIED IF nAFTCII NOT SUPPORTED AT ENO CEILING JOIST 5 1.00 IIAFTER 'SLOPE < 4: J2 nAF'TER SLOPE _> 4: J2 DUT 4 J?L_a LIVE LOAD (PSF) 16 16 30 30 16 16 30 30 DEAD LOAD (PSF) 7 15 10 15 10 15 lD 15 DURATION FACTOR 25% 25% 15% 15% 25% 25% 15X 15% SIZE GRADE 11 &BET. FL --MAXIH114 CLEN1 SPAN - - 4S Z "0.C432OF Y CEILING JOIST 5 1.00 PLATE-WAVE_TP195 C=:) C=3 p p p O 0 0 0 0 0 0 0 0 p p p t= p C= C= TRUSS o • p O p p p O ilESIGN CRIT=00C SIN INGM■ TRUSSES REOUIRE EX11' BRACING. REFER TO HID -91 0 E INSTITUTE 593 D'ONDFRIO C iR TO PERFORMING THESE FUNCTI 'ERLY ATTACHED STRUCTURAL PAN ING. ■AIWPOR1AMINO FURNISH NE ENOINEEREO PRODUCTS INC. GN: ANY FAILURE TO BUILD THE LING• SHIPPING• INSTALLING A ISIONS OF NDS (NATIONAL DEST R ASSOCIATION) AND TPI. ALPI PT AS NOTED. APPLY CONNECTO DESIGN, POSITION CONNECTORS PTANCE OF PROFESSIONAL ENGIN GN SHOWN. THE SUITABILITY A (d'FY - 1 TOTAL i ... N FAUIIICATING, HANDLING. S11111PING. INSTALLING� ISIALLING AND 91IACING). PUBLISHED BY 1Pl (TRUSS SS LF • - REF g992-90913 200 MADISON WI. 53719) FOR SAFETY P11ACT10ES bIHERWISE QQ.O C� _ , ' A 9S INDICATED. TOP CHORD SHALL HAVE ITTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIG $� '`� LW/ 0]/ 01/ DATE 15/98 2X4 11 &BET. FL BE RESPONSIBLE FOR ANY DEVIATION FROM THIS N CONFORMANCE WITH TPI: OR FABRICATING. 4S Z "0.C432OF Y DESIGN CONFORMS ) ACAB v 6��1 * —•1� CA- NG J $ L PUBLISHEDBYTHEAMERICANFORESTTH CATION�. AND + ORS ARE MAGE OF 20GA ASTM A653 GR40 GALV. STE FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 NGS 160 A -Z. THE SEAL ON THIS DRAWING INDICATE C(l,�. PONSIBILITY SOLELY FOR THE TRUSS COMPONENT THIS COMPONENT FOR fl�{%f ANY PARTICULAR BUILDING GNFR PFR ANSI/TPI 1-1475 SFcilnu v OF C1`��E��-. PLATE-WAVE_TP195 C=:) C=3 p p p O 0 0 0 0 0 0 0 0 p p p t= p C= C= TRUSS o • p O p p p O ilESIGN CRIT=00C SIN INGM■ TRUSSES REOUIRE EX11' BRACING. REFER TO HID -91 0 E INSTITUTE 593 D'ONDFRIO C iR TO PERFORMING THESE FUNCTI 'ERLY ATTACHED STRUCTURAL PAN ING. ■AIWPOR1AMINO FURNISH NE ENOINEEREO PRODUCTS INC. GN: ANY FAILURE TO BUILD THE LING• SHIPPING• INSTALLING A ISIONS OF NDS (NATIONAL DEST R ASSOCIATION) AND TPI. ALPI PT AS NOTED. APPLY CONNECTO DESIGN, POSITION CONNECTORS PTANCE OF PROFESSIONAL ENGIN GN SHOWN. THE SUITABILITY A (d'FY - 1 TOTAL i ... N FAUIIICATING, HANDLING. S11111PING. INSTALLING� ISIALLING AND 91IACING). PUBLISHED BY 1Pl (TRUSS SS LF • - REF g992-90913 200 MADISON WI. 53719) FOR SAFETY P11ACT10ES bIHERWISE QQ.O C� _ , ' A 9S INDICATED. TOP CHORD SHALL HAVE ITTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIG $� '`� I 0]/ 01/ DATE 15/98 DRWG DlOO THIS DESIGN TO THE INSTALLATION CONTRACTOR.' h ! �7 BE RESPONSIBLE FOR ANY DEVIATION FROM THIS N CONFORMANCE WITH TPI: OR FABRICATING. 4S Z "0.C432OF Y DESIGN CONFORMS ) ACAB v 6��1 * —•1� CA- NG J $ L PUBLISHEDBYTHEAMERICANFORESTTH CATION�. AND + ORS ARE MAGE OF 20GA ASTM A653 GR40 GALV. STE FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 NGS 160 A -Z. THE SEAL ON THIS DRAWING INDICATE C(l,�. PONSIBILITY SOLELY FOR THE TRUSS COMPONENT THIS COMPONENT FOR fl�{%f ANY PARTICULAR BUILDING GNFR PFR ANSI/TPI 1-1475 SFcilnu v OF C1`��E��-. (GRCPR-GOLDMANNBRDSE/COOPER - T1 TOP CHORD 2x6 OF -L #2 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard (PLATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. W5�X4 a\ THIS DWG PREPARED IRON COMPUTL•R INPUT (LOADS 8 DIMENSIONS) SUBNII IFD BY TRUSS NFR DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 6 r--- 6 (+ p� '�n' C��• pOH� qqUN 1- T CJ3W5X4= ' UILDING DEPAR 1 MF 'T. C= v A 4 4 L_ O c+e w A a W2X4(A1) Ew W2X4(A1) a z z w -2-0 D --j �-2-0-0---J a 8-0-08-0-0 I 16-0-0 Over 2 Supports R=632 W-5.5• R-632 W=5.5• LA7 N PLT TYP. Wave TPI -95 R Design Criteria: TPI(STD 'YARNING•' TRUSSES f[OOIIE EXTREME CAST It fABRICATlOB, NAfDIIRG, SNIPPING. I.S7ALLING ANO CA - 1 - -/F. CT GRACING, REFER TO NIB•N1 (ILARDLING INSTALLING AND BRACING). PUBLISHED UT TPI (IgUSS PI A1! TC L L 16.0 PS F INSTITUTE, 783 D•OfofAio OR., SUITE f00, dADTSON, YI 53119), EOR SAf[11 PRACTICES PRIOR 10 01-0 w [T ffIFOANING 71115E FONCTIOIS. UNLESS OTRENNISE I"DECATED, TOP CHORD SMALL RAVE PROPERLY ATTACHED ���11100Df� TC D L 1 0.0 P S F CT STRUCTURAL PANEt S, Notion CIIOn, SOAIL NAVE A PROQERLI ATTACIIED RIGID Cf II ING, f �' "IMPORTANT,- iURR ISN A COPY OF TH Ia 01516' TO THE IIISTAIIATIOR CONTRACTOR. AlP1YE EtlG1HEEREO Apr 01 19 PRODUCTS. IRC. ES 1 NOT BE RE SPURS (BLE FOR AYY BEVtAlto$ food THIS DESIGU; ANY rAILURE TO B C O L 7.0 P S F ALPINE DRILD IHS TRUSSES IA CONFORMANCE WITH TPI; Olt FABRICATING. HAND[IND. SNIPPING, INSTALLING AND 68006 ORACIRG OF TRUSSES. TRIS DESIGR Co"ORHf .1'" APPLICABLE PROVISIONS Of NOS (RATIONAL DESIGN BC L L 0.0 P SF LY. SftCIf ICATIOf PORI IYI[EO BI THE AMERICAN FORIST AND PAPER ASSOCIATION) AND TPI Alllot P. D f71. [OC:ICIOIS ARE NADI OF TOGA AST" AGS3 GAAO GALY. STEEL. WEPT AS NOTED. APPLY CONNECTORS 0 EACtl FACE Of TRUSS, AID OYLESS OTHERWISE IOCAIEO ON THIS DESIGN, PDSItIOIt WYNEtTORf PER * TOT. LD. 33.0 PSF DIIAY 11 lG0 A•E. TBE SFAL ON THIS DARNING INDICATES ACCIPTAYCL OF PROFESSIONAL EWINEEOIN "'Mi��11iDdDdf, Inc 0.E3►OtLI01l TTY 501 t1r FOR THE TRUSS COMPONENT DESIGN SMUYN. THE SUITABIl1T1 AND Use Of THIS CIvl1- DUR.FAC. 1.25 CON101EBT FOP ABY PARTICULAR BUILDING IS THE RESPONSIBILITY BE THE BUILDING DESIGNtR. PER A.,IITP I 1 19.5 St'TIOR 1. GAL1 SPACING 24.0" *8-0.0 Scale -.375"/Ft. REF R427--29840 DATE 04/01/99 DR W CAUSR427 99091019 CA -ENG AEB/GWH SEQN - 11019 L.An N N In" N CT cr0 O z COOPER - T2 TOP CHORD 2x6 DF -L #2 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. W5X4 a Tills DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTFO RV TRIISC MFR DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. 3UTTE C®UN I 1 DING ®EPARTME }, e- V P ' ��` U Q O C>4 A W1 . SX4 UI W w W2X4(A1) w W2X4(A1) z c� z w zL--2 - 0 - O ---J 8-00 I 800 1� 16-0-0 Over 2 Supports R-641 W -3.5- R-519 W-3.5' N N PLT TYP, Wave TPI -95 R Design Criteria• T01 STD -If- SAA —TRUSSES CEWIRE FIi1[MI CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND CA - 1 - - - F Scale —.375'/Ft. CT BIIACUG. REFER TO MIB -91 (IIANOIINC INSTA/lU6 AND B¢ACIN6), PUNLISMED BY IPI (TRUSS Puu �pw� TC LL 16.0 PSF REF R427--29830 CT INSTITUTE. SC3 D'OCOFCIO OR , SUITE CDG, RADISON, NI 53119), F04 SAftlY PRACTICES PRIOR TO O CT P[RfOAMIRO (NESE ►UNCTIONa. UIIESS DTMFBMI3[ fMO1CAT[O, TOP C110R0 SOMI hAlf D¢OP(glV Ai7ACRED , TC DL 10 .0 PSF DATE 04/01/99 .Z! SIROCTU1Al pREL 3. BOTTOM -Cn040 SNAIL MAF[ A PRO►IRU AIIACHEO RIGID CIItI1G. •INPURTANr-- rURNISII A COPT 0► THIS OESIGN TO THE INSIALLATIUB CONTRACTOR. ALPINL [N--INlt1[O Apr 01 9 -PROCULTI. INC. SUALL 101 Of RISPORSIBIE FOR ART DEVIATION FROM HMIs DESICN. ANT FAILURE TU BC DL 7.0 PSF DRW CAUSR427 99091011 ALPINE BUTID IRE TROSSES 11 CONFORMANCE Nit" TPI; OR 1AHRILATING. IIAROIING. SHIPPING, 1 51AM R6 AND No. C 0D BtACIRG 01 TCUSS[S. IVIS D[f161 CUNFORNS WITU APPLICABLE DpOVIS101S Or MDS (MATIONAI DESIGN 6Np RD B C L L D . 0 PSF CA -ENG A E B / G WH Ry SPEC If )CATION P9BLISMED BT TME AN141CAV FORt ST AND ►APEA ASSOCIAfi0l) AND TPI ALPINE CONNECTORS All NAD[ OF COCA ASTM A663 C140 GALV. LI[Et. EXCEPT AS NOTED. APPLY COHHFCi04S 70 TOT.LD. 33.0 PSF SEQN - 10872 Q Cl fAC[ Of TRUSS. AND IINLtSS OINIBWISE LOCATED ON THIS DESIGtl, POSITION COn1ECT0R5 PEa DCAWINGS 160 A•1. THE SEAL uH THIS DRAWING IIOICA IES ACCEPTANCE 0► PBOfESSIONAL ENGINE[CIO6 Alpi-Fnginm-edPTodac[9,Inc. RESP0ISINILITT SOLELY FOR INC TRUSS COMPONENT DESIGN SHOWN, THE SVIIANILITT AHD USE Of IRIS v v IVIL DUR.FAC. 1.25 SNamlwlq CA 95828 CORP. Ear FOB ACT PAR I II:"An BOIIDINS IS 1HE RESPONSIBll11( Of THE BUIIUIRG OEa1GHER, VER �� � Ams I/TPI I.1995 SIC 1101, C. SPACING 24.0" 117 N C." CA-. (GRCPR-GOLDMANN&ROSE/COOPER - T3) TOP CHORD 2x6 DF -L #2 BOT CHORD 2x8 DF -L SS WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. RECOMMENDED CONNECTION FOR 16-0-0 TRUSSES FRAMING TO THE BOTTOM CHORD ® 24` O.C.: ,SIMPSON LUS2f9. SEE SIMPSON CATALOG C-98. A W a ' z W5X z w w W6x4 m THIS DING PREPARED FROM COMPUTER INPUT (TOADS 9 DIMENSIONS) SUBMITTTo AV TRAGI: m;o GIRDER SUPPORTS: 16- 0. 0 SPAN TO BC ONE FACE AND 2- 0- 0 SPAN TO TC/BC SPLIT OPPOSITE FACE. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W9Xb(A1) em fi3 U `'- IVT r gUIL®!NC ®EPARTME-, F -T-B-D-D a Lr 8-0-0 1 8-0-0 1 Q I 16-0-0 Over 2 Supports R-2337 W-3.5' R-2331 FJ -3.5` N N PLT TYP. Wave TPI -95 R Design Criteria: TPI STD CA - 1 - F Scale —.375" Ft. -YARNING`• 79055[2 REOBIRE 1172011E CADS IM FABRICATION, UAIDLIMG, SNIPPING, INSTALLING AND Oi BRACING. AE/El i0 NEB -N1 (NANDIING INSTALLING AND BAACING), PUBLISN[O BY TPI CTIUSS PLATE TC LL 16.0 PSF REF R427--29831 INST17RISC 587 O'OROFA IIO DA.., SUITE E00. HAD IS DB, UI 57(19), f0A SAFLiI PRACTICES PRIOR TO ��'� W /yw C ►F11 UNAG 10 JI FURC7IOg5. DAIESS OTHLRNISE IS ICAIIO, TOP CHOII0 SHALL 11AYE PROPERLY ATTACHED �`d9y TC DL 10.0 PSF DATE 04/01/99 STAUCTtlgdl PAROLS, BOT70H CHORD HALL HAVE A PROFEIIIT ATFACBED RIGID C(ILING. -IMPORTAMr-• FOINIS" A COPi OF T111S DESIGN TONNE INSIAIIATIOR CONTRACTOR. ALPINE ENGINEERED Apr DI 9 •PRODUCTS, INC. SUAIL MUI BE RESPONSIBLE FOR ANY DEVIATION FROM 1011 DESIGN; ANY IAILURE r0 BC DL 7.0 PSF DRW CAUSR427 99091012 BUILD THE TRBSSIS IN CONFORMANCE #ITN IPI, 02 FABRICATING, HANDLING, SNIPPING. INSTALLING AID ALPINE No. 06 BRACING OF TAOSSES. TILTS DESIGN CONFURMS NITR APPLICABLE Pamison>, OF NDS (NATIUTAI D1044 P m BC LL 0.0 PSF CA. -ENG AEB/GWH �-. SPECIFICATION 00811S11EU BY THE AIAICAM FORLSI AMD PAFEI ASSOCIA110A) AND TPI. ALP)ML Ey CONRtCtOAS ARE HAVE OF FOGA A3111"A OS3 sR4O GALL. SI EEL, EICEPT AS NOTED. APPLY CURNECTORS TU * TOT. LO. 33.0 PSF SEAN - ]0891 EACII FACE OF )DOSS. AMD V111E33 OT11rA#ISt LOCATED ON 1115 DESIGN, PGS ITEOR 1oNNECIORS PER �I� 9ESMISINGSBILTTV 30LELYTFDA3EAL 01 THE TABS$)S DRIVING COMPONENT DESIGNIES SNOYRCTPTARCITHE SOMAN)]IrTSSI0NAL AND USETorIAIDEHIS s!q� CHR- DUR.FAC. 1.25 A]p1110 ! Plo LS' I- COMPONIMS FOA ANI PARTICULAR BUILDING IS IHE HESPONSISIIIrP 01 TUE BUILOI#6 DESIGNER. PER SeanmrntD,CA93828 ANSI/TPI I.19SS S(CT10# t. OF SPACING 24.00 (COOPU42b-LOUPLK / LUUPLK - IUGtJ N1-4'Ib'SuJ I1 -PL TOP CHORD 2x6 DF -L SS :T2 2x8 DF -L SS: BOT CHORD 2x4 DF -L #1&Bet. WEBS 2x4 DF -L Standard :Rt Wedge 2x6 DF -L #2: PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. THIS DUTCH HIP IS DESIGNED TO SUPPORTS 6-0-0 JACKS 14ITH NO WEBS, 24" OUTLOOKERS AND GABLE FILL LOAD NOT TO EXCEED 10 PSF ABOVE JACKS. (*) LATERALLY BRACE ALL FLAT TC IN THIS AREA AT 24" OC. IMEP—.*,O mpg �91 MI ' RR,.1r TTen RV TRIICC MFR SEE OWG GBLLETIN0699 FOR MORE REQUIREMENTS. (A) SCAB BRACE. 80% LENGTH OF WEB MEMBER. SAME SIZE, SPECIES & GRADE OR BETTER. ATTACH WITH 10d NAILS @ 6" OC. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE ALL FLAT TC @ 24.00" OC, ALL BC @ 24.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. BUTTE COUN UiL®eINIG ®EPAN91 N ` W5X8; ' I I W3X8 W3X10 = 413X8 W3X1O(A1) HS416 = --1 4 413X10 (A1) W4X12 III L -3-0-0---J 1-0-0_ 3-0-0--j I 11-11-12 i 5-1-6 I 6-10-14 _1 24-0-0 Over 2 Supports j R=2032 W=3.5" R-2192 4•I=3.5" Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. High Strength,14ave TPI -95\R . Design Criteria: TPI(STD UB CA/ -/l/ -,/-/-/F Scale =.25"/F Longfellow Lumber $9 Loren Avenue, Chico CA 9592$ ALPINE ' Alpine ngLL%eer CAoduct,InC cromAIISI/Tpl "WARNING`- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO 111091 (HAUDLIN6 1115TALLIHG AND DRACIMG), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 5B] D'OIIDFRIO DR., SUITE 200:�IIADIIOH. N! 53119). FON SAFETY PRACTICES PR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 'IMPORTANT" FURHIsM A COPY OF THIS DESIGII TO THE ]IISTALLATIBM CONTRACTOR. ALPINE ENGINEERED PRODUCTS, IIIC. SHALL HOT 0E RESP0 SIBLF FOR ANY OEVIATI0t1 FROM THIS DESIGII; ANY FAILURE TO BUILD TIIE TRUSSES 111 CONFORMAIICE HITH TPI; OR FARRI%AiIIIG, IIAHDL111G. SH IV 'G, ]fl STALLING AND OR AC ING OF TRUSSES. TH1S DESIGN COHFOR MS WIT APPLICABLE PROVISIOtIS OF '.S (11'11IOIIAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AOD PAPER ASSOCIATIOII) AND TPI, ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS VOTED. APPLY CDNHECTORS TO EACH FACE OF TRUSS, AIID UNLESS OTHERWISE LOCATED ON TI115 DESIGII, PO51T10H COIIIIECTOR5 PER DRANINGS 160 AL. TIIE SF AI ON THIS DR AD lOG INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING flESPOtISIB1 LIT SOLELY FOR TIIE TRUSS COMPONENT DESIGII SHOWN. THE SUITABILITY AND USE OF THIS COMPONEIIT FOp ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 1-1995 SECTION 2. 0%-0W.ti (y 2 'iLM� No S 00 J U 1 6 2001 * '�' •l�• L•ryIL P "/' _`` '9J� OF CALIF TC. LL T C D L BC DL BC LL TOT. LD. 16.0 10.0 7.0 0.0 33.0 PSF PSF PSF PSF PSF REF R427 41177 DATE 07/16/01 DRW CAUS11427 01197036 CA -ENG LVT/GWH SEAN - 43180 DUR.FAC. 1.25 FROM ED SPACING 24.0" (6UUrugzo-LUUrtK / LUUrtK - NI -t LUMN 49-1'LANI TOP CHORD 2x6 DF -L SS BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard :Rt fledge 2x4 DF -L Standard: PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. W5X4 IK IJ UP1b rKtrAKtU I-KUM LUMYUItK INt-UI (I. UAUJ 6 U1 Plt IV �'I UNDJ JumIIICU of IRif » nrn. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24,00" OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. AULDING DEPZ1N3Zf111-r"- W1,5X4t�,, P V —1 4 WZ.bX4(A1) = W2X4(A1) W2.5X4 = 143X8 III L ---3-0-0—J R=912 W=3.5" 1-0-0 3 - 0 - 0---J -0-0 _I_ 12-0- 4-0-0 Over 2 Supports _I R=984 W=3.5" � 8 .0 0 PLT TYP. Wave TPI -95 R Design Criteria: TPI STD UBC CA 1 - F Scale =.25" Ft. LongfellowLelnber 89L.omAvenue, CbicoCA95928 "WARNING" TRUSSES REQUIRE EXTREME CARE 111 FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. NEFER TO II1B•91 (IIANDL111G INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE ,A µY OL W TC LL 16.0 PSF REF R427--41178 III STI TUTS, 5B3 0.O(tOFa 10 DN., SU]TE 200,'MAD 15011, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNI ESS OTIIERWI Sf II70ILATED, TOP CHORD SNAIL HAVE PROPERLY ATTACHED TC DL 10.0 PSF DATE 07/16/01 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING, **IMPORTANT,* FURNISH A COPY OF 7H ISDES IG11 TO THE I95TALLAT1011 CO "TRACTOR. ALPINE ENGINEERED BC DL 7 P S F D R W CAUSR427 01197030 PRODUCTS, INC. SHALL NOT aE RESPO11SIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO N 0 .0 BO ILD TMf TRUSSES 1N CONFORMANCE KITH TPI; OR FABRICATING. IIANDl 1NG. SH.1PING, INSTALLING AND BC LL O.D PSF CA -ENG LVT/GWH ALPINE BRACING OF TflUSSES. TN[S DESIGII CONFORMS HITN APpLiCABIE PROYISIONS OF NOS INAT10NAl DESIGN ■ SPECIFICATION PUBLI SPIED BY THE AHERICAII FOREST AND PAPER ASSOCIAT1011) AND TPI. ALPINE J 1 2001 COR ECTORS ARE MADE OF 2oGA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO U 16 * TOT. LD. 33.0 P S F S E Q N - 43154 d Alpine Engineered Products, LIC, $aLT8IT1eI110, CA 95828 EAC II FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DES I'GO7 POSITION CONNECTORS PER DRAWINGS 160 A-E. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING CONPONS16IFORYANTLPART IC ULAR EB OILDIHGOI SO7HETRESPOGSIB ILITY OF THE BUILDINGIDESIGfDIERSEPF0. THIS ANSI/TPI 11995 SECTION 2, IS? CIVIL p��P QT�O o` F(`'ajf OUR . FAC. 1.25 FR0M ED SPACING 24.0 " Ln N d' ri. N C7)- 00 0 (GRCPR-GOLDMANN&ROSE/COOPER - T5 TOP CHORD 2x6 DF -L #2 BOT CHORD 2x4 DF -L #1 WEBS 2x4 OF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. W1.5X4 t� W5X4 a THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF 8C LIVE LOAD PER UBC. i BUTTE �p• COUF� I ��t W1. 5X4 A UILDING DEPA9�Ti'l7Lf `� c� 4 r —1 4 P P 0 V 0 o . x o.. 8-0-0 a W2. 5X4 �. W3X41= W2.5X4 sm W2X6(A1) = z WM (A1) i z w w L,-,-3 - 0 - 0--J z L3 - 0 - 0-•-j Lam_ 12-0-0 112-0-0 ) 24-0-0 Over 2 Supports ICC R-948 W-3.5" R-948 W-3.5' 3 N N PLT TYP. Wave TPI -95 R Design Criteria: TPI STD CA 1 C77 •YARNING•• TRUSSIS RFOIIIRF FFTRFMF CARE IO FABRICATION, MANDLIRG. SUIPPIRG. IHS1AILI16 AND •ORACIIG. 0.tFER 10 MIB 41 (MARUUNB IRSTALLIN6 AND BRACING). PUBLISHED NF 1YI (TRUSS PLATE INSTITUTE. SB] O'000Ft10 DA., SUITE t00, HAOISON. Y1 57119). FOR SAFEl! 4pwy - - - F TC LL 16.0 PSF Scale —.25" Ft. REF R427--29832 CT CT '—' YR ACIiI[S PR II�R TO PCRFORNIRG THESE FDNCIIONS. UNLESS OTHERWISE INDICATFO, TOP CHORD SMALL NAVE iRDPERLI ATTACUlO SIR UCTUAAL PANEIS, BOfIOM LIIORD SNAIL HAVE A PRORERIT AIIACHFD RIGID CEII INC. �QO pj _p• 'fi T'C D L 10.0 P 5 F DATE 04/01/99 .--� •IMPUDTANT" FURRISII A COPY OF THIS 0C SIGN FO Tilt INSILLLATION CONTRACTOR. AIYIYE EMGIMILRED PROOULIS. INC. SHALL !UI OF RESPONSIBLE FOR ANY DEVJATIOA FROM TIIIS DISIGe; ANY FAILURE TO BUILD tT , Apr of 9 lTg9 BC DL 7.0 PSF DRtJ CAUSR427 99091013 ALPINE THE TRUSSES 10 tD1f00.MARU YI7M TVI: UR FABRICATING• HANDLING. SHIPPING, IBSIALLING ADD MRACIIG OF TRUSSES. TUTS DESIGN COHIOflRs NIT" APPLICABIC PROVISIOna Of NOS (eATI0tlA1 DES tan No. 5 06 BC LL ai SPE C...CATIOR PUNT ISHLO BT INE AMERICAN FOREST AHD PAPER ASSOCIATION) AMD TPI. ALPINE Exp, 0.0 PSF CA -ENG AEB/GblM o. AIpIJkEIfSIIYCJCdP(Od11CiS.IOC s0C°"'Q"° CA 95928 COAR[LTOas ARE MADE OF FOGA ASTM A6S3 GR40 6ALV. STEEL, EXCEPT AS NOTED. APPIY CONNICIORS I. EACH FACE OF TRUSS. AMD UNLESS UIUEAYISt LOLAIED O" TUIS DESIGN. POSITION COYNFCTORS PLR DRAVINGS 160 A-2. INC SEAL DM 11115 DRAWING IDDICATES ACCE/TAACE OF PROFESSIOBAI EM6INlLRIAG THIS pNPORF171 ?OR YANY IPAR11COlARui FOR EBUILDING IRUSS O7NF1lCSP0USlBl1IIF Of TUE Till DESIGN SHUNS.SBUILDING IDCSIDD DESIOF GNER. Via ANSI/TPI 11995 SECTION 2 * �•9 CIVIL �OP TOT.LD. 33.0 PSF SEQN - 10894 DUR.FAC. 1.25 SPACING 24.0" (GRCPR-GOLDMANN&ROSE/COOPER - T6) TOP CHORD 2x6 DF -L #2 :172. T4 2x8 DF -L #1: 80T CHORD 2x8 DF -L SS :81 2x8 DF -L #l: WEBS 2x4 DF -L Standard :W3. W5 2x4 DF -L #1: M ,--:,PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. o 'ADDITIONAL LOADS Lc� ------(LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.-1.25) 0 8C - 1633 LB Conc. Load at 22.00 z WARNING: FURNISH A COPY OF THIS OWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING. SHIPPING AND INSTALLATION OF TRUSSES. SEE 'WARNING' NOTE BELOW. THIS BOSTON HIP GIRDER IS DESIGNED TO SUPPORT B-0-0 JACKS WITH NO WEBS TO ONE FACE: CORNER SET IS CONVENTIONALLY FRAMED. OPPOSITE FACE TO SUPPORT 2-0-0 OF LOAD TO THE TC/BC SPLIT. IN ADDITION. THIS BOSTON HIP IS DESIGNED TO SUPPORT 24" TOP CHORD OUTLOOKERS ABOVE JACKS AND GABLE FILL LOAD NOT TO EXCEED 10 PSF. 10 PSF 8C LIVE LOAD PER UBC. (1) REV 4/2/99 AE8 - NOTES 4 W7X6 a W5X14 ta 4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS L DIMENSIONS) SUBMITTED BY TRUSS MFR. 2 Complete Trusses Required NAILING SCHEDULE: (0.131x2.5_g_nails) TOP CHORD: 1 ROW 0 7" D.C. BOT CHORD: 1 ROW @ 12" o.c. WEBS : 1 ROW @ 4" D.C. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** SEE DWG GA898117 FOR ADDITIONAL REQUIREMENTS. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF RIGID SHEATHING•USE PROPERLY ATTACHED PURLINS TO BRACE ALL FLAT TC @ 24.00' OC. CALCULATED VERTICAL DEFLECTION IS 0.66" DUE TO LIVE LOAD AND 0.53' DUE TO DEAD LOAD AT X — 26- 0- 0. (1)(H)RECOMMENDED CONNECTION FOR TRUSS FRAMING FROM THE BOTTOM CHORD: SIMPSON HUS29. SEE SIMPSON CATALOG C-98 W7X6a 1�1���w 12s - WSX6 (Al) 81W4X6 Pi H5514W9X14 a W6X6 Ea HS616 a W5X12 a W5X8 BU or D 0®� ! W5X12= WSX12� W6X8(A5R) o UILDIAIG f^1EPARTM _-', 3-0-0 (1)#H) P P R 0 V - 0 - o -->j 4 j 13-3-6 7-7-8 D 14-1-14 8-10-14 La 46-0-0 Over 2 Supports R-6951 W-5.5" R-5074 N-5.5' Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. High Stren th.Wave TPI -95\R Desi n Criteria: TPI STD CA -/l/-/-/-/F- "MARKItlb-• TRUSSES t[OU1NE ESTRIHE CNE IN FABRICATION, HANDLING. SNIPPING, INSTALLING AND BRACING. REFER TO "1 91 (HANDLING INSTALLING AND BRACING), PUBLISIEO BY TPI (Tim PLATE IISTITUTE. 607 D'ONOFATO DI.. SUITE EDD. MADISON. YI $3119). FDA SAFETY PRACTICES PLot TO PENFOaM110 TOES! FUNCTIOIS. 01lESS OTHERWISE IRDICATEO, yyt� _EL� �7 TC LL 16.0 PSF Scale -.125" Ft. REF 8427--29835 TOP CHORD SHALL HAVE PROPERLY ATTACHED STIIUCTURAI PAY ELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILt16. L�Tp+ TC DL 10.0 PSF DATE 04/01/99 •IMPORTAM"- FURNISH A COPY OF THIS DESIGN TO THE INSTAILATION CONTRACTOR, ALPINE ENGINEERED Apr 05 199 Pt000CTS, IEC. SHALL 107 BE R[S►OASIaLE FON All DEVIATION FROM THIS DESIGN; ANY FAILURE TO 8C DL 7,0 PSF DRW CAUSR427 99091021 PIICAILE PROVESIONtSHIPPING. A L P I N E ORACTN6BUILD HOFTTRISSESII COTNISNOfSI6MTCONioRHS PITH APFABRICATING. tOS (MATI0IALING AND DES161 SPECIFICATIOR DDG B C L L 0.0 PSF CA -ENG AE 8/ G WH PUBLISHED BI THE AHEtICAN FOpEST .AID ►A►[p ASSOCI AT/ON) AND TPI. ALPINE CONNECTONS ARE MADE Of FOGA ASTM A653 GRAD 6ALV. STEEL. E10EPT AS NOTED. APPLY CONIECTORS TO DRAWIEACH FAC[ OF TRUSS, AND UNLESS OTHERWISE LOCATED 00 THIS DESIGN, POSITION CONNECTORS PEA 160 A - I. THE SEAL 01 THIS DRAWING 013141TEf ACCEPTANCE 1 360yo. THE SU PROFESSIONAL USEINEEl[N6 .'^•^ ,,,,,�,L A,,,�.�..� RESPONSIBILITY •"1""O En """-'�''�' COMSPONENTI►OLTANYL PARTICULARETRUSS BUILDING SOTHETRESPONSIBILITY D► THE aO1lDlNB1TY AND 0ESIGNER. PER TY[S SBamtmto,CA95828 ANSt/TPI 1.1005 SECTION 7. * , cmi- �� TOT. LD. DUR.FAC. SPACING 33.0 PSF 1.25 24,0" SEON - 10972 Rase 7 7 h VA C_ (TOP CHORD 2x6 OF -L SS BOT CHORD 2x4 DF -L #1&Bet. WEBS 2x4 DF -L Standard cam: PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. (TRUSS SUPPORTS 250# MECH UNIT: SUPPORTED BY TC AT ANY LOCATION; UNIT WIDTH 02-04-00; SUPPORTED BY 3 TRUSSES. C_ Cm 0 W6X6- W3X4a W5X6T3 A 4� C=1 W3X14es A) IS' W4XG (A2) e A . W rx W2.5X44P W4X68 W3X8m r=a W1.5X41p W3X6E3 Q-0-11.6 6-0-0--J w 8-2-8 101.47-4-127-4-1 �. 6-2-12 1 11 2 7-4-12 7-4-12 23-0-0 Q - I 46-0-0 Over 2 Supports R=2030 W-5.5' R-1507 W-5.5' THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** (A) CONTINUOUS LATERAL BRACING EOUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE 'WARNING" NOTE BELOW. 10 PSF BC LIVE LOAD PER UBC. 04. _ M1. JAY UI W4X61a W4X6 (A2) im (2.0-2 O -L- -12 7-4 12 8-2- 2,a_n_n ca o PLT TYP. Wave TPI -95 R Design Criteria: TPI S1 I •'YARNING" TRUSSES REQUIRE EXTREME CARE 14 FABRICATION, HANDLING. SNIPPING, INSTALLING AND CTA BAACINg. REFER TO NIB -91 (RARD►IIG INSTALLING AND BRACING), PUBLISHED BY 7P1 (TRUSS PLATE Q7 INSTITUTE, 661 D'ONDFRID DR., SNITS 200• MADISON, YI $1110). FOR SAFETY PRACTICES PRIOR TO CT PERFORMING TOESE FUNCTIONS. ONL ESS OTNERYISE IAOTCATED, TOP CHORD SHALL BASE PROPERLY ATTACHED `--' StRUCTUAAL PAA ELI, BDTTOM CNOAD SHALL MAFE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT-' FONIISH A COPY OF TRIS DESIGN TO TM[ INSTALLATION CONTRACTOR. ALPINE ENGINEERED ^' PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY OEYIAT 104 FROM THIS OLSIGI; ANY FAILURE TD BOILO TO TRISSES 11 CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, S11PP116, INSTALLING AND 11: ALPINE BRACING O! TAOSSfS. THIS DESIGN CONFORMS WITH APPLICABLE PRO YIS10N3 OF ROS (NATIORAL DESI6R W SPECIFICATIOA ►UBLISHEO BY TOE AMERICAN FOREST ADD PAPER ASSOCIATION) AND TPI. ALPINE r-3 CONNECTORS ARE MAO[ OF 2OGA ASTR A651 8140 GAL/, STEEL. ELCEPT AS NOTED. APPLY CONNECTORS TO CJ3L"A FACE OF TRUSS. AND UNLESS OTRIANISE LOCATED On THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-1. THE SEAL 01 TNFS DRANIIIG INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING A)pim Ekgine ed PEOdOC14 Ef, RESPORSIB IIITi S011IT IDA TM[ TRNSS COMPONENT OESIGA StlDYN. THE SUITABILITY AND USE OF THIS SBa�BD. CA 95818 COMPONLNI LOA AIY PARTICULAR/01101/6 IS THE RESPONSIBILITY OF THE BUILDING OESIGNEA, PER ANSI/T/1 1.1PPS SECTION 2. +8-0-0 i3UiTIE Coin i T ulUILDlIG DEPA STM 1w V CA/-/1/-/-/R/- TC LL 16.0 PSF TC DL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT.LD. 33.0 PSF DUR.FAC. 1.25 SPACING 24.00 Scale —.1250/Ft. REF R427--62232 DATE 09/01/99 DR W CAUSR427 99244001 CA -ENG AEB/CWC SEON - 17933 FROM SS wurugco-L.uurtm / LUUVttt - NI -/U IPIJL I9-b-U1U4-- LANI TOP CHORD 2x6 DF -L SS BOT CHORD 2x4 DF -L #18Bet. WEBS 2x4 DF -L Standard :4.17 2x4 DF -L #1: PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ADDITIONAL LOADING PER TRUSS MANUFACTURER ----------------------------------------- BC - 100 LB Conc. Load at 18.25 WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW. W1 Rya 81 1111) VWb rMtrAMtU rNUPI LumruitN lnrul (LVAIIJ m ULPIEIYJLUIYJ) JU01-11— U nw4 -- CALCULATED r -CALCULATED HORIZONTAL DEFLECTION IS 0.21" DUE TO LIVE LOAD AND 0.21" DUE TO DEAD LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00" OC, BC @ 24.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. Cd �--? 15D 14012(F1) - -- IVY AO= IVJAU= VI1.JA`h HI 1J4X6(A2) 411.5X4 III W06 a W2.5X4 11--9--�8 f� LE 3-0-0 --J r�1 LTTE I `•'eG& I1^� 64t a-0-0 J L.. °� if 4j L W V Y 1 23-0-0 _I_ 23;0;;0 r--.A&i^ r-Nr-t"nAl ['-*-7'RAAR�"''a 19-9-8 'T 26-2-9k.iIL-L-0Ii sir .. L -k rAI r I rrt'1 i -k IE 46-0-0 Over 2 Supports "" " % n ";-j 4 P R Q V. R=1472 1-1=5.5" R=1976 1'1=5.5" -0-0 PLT TYP. High.Strength,Wave TPI -95\R Design Criteria: TPI STD UBC CA - 1 - F Scale=.1875" Ft. Longfellow Lumber 89 Loren Avenue, Chico CA 95928 ALPINE Alpine Engineered Products, Inc. $OLTRLIlent0, CA 95828 —DARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO IIIB-91 (HANDLING IIIST.ALLIHG AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITU iE. 507 D'ON0FRIG DR .. SUITE 200, "A015011. N1 53119), FOR SAF ETT PRACTICES PRIOR TO PERFOR"'11G TMESE FUNCTIONS. U11lESS 0T11ERNISE INDICATED, TOP CHORD SIIALL HAYE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED R161D CEILING. •'IMPORTANT•` FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION COIIIRACIOR. ALPINE ENGINEERED PRODUCTS, IHC. SIIALL NOT BE RESPOIISIBLE FOR ANY DEVIATION FROM THIS DE51611; ANY FAILURE TO BUILD III E TRUSSES IN COil ORNANCE NIIX 1P1; OR FABRICATING. HANDLING, SIIIPPING, INSTALL 1116 AND BRACINSPECIrG OF TRUSSES. THIED yS DESIHE AGN COLIFORMS 01711 APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN [OONE[TORSCAT I ARE PIIAOESOF 20GATAST INA65GEll CAGR40RGALV All AS 1011)AND ISTE ELPAP ERA SOCEX EXCEPT IAT !D TP IAPPL YACOUNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTIIERUISE LOCATED OII TH15 DESIGN. POSI710N CONNECTORS PER DRANIN65 760 A -i. THE SEAL ON THIS ORANInG 1n1) TE SS ACCEPTABLE OF PROFESSIDUAL ENGINEERIOG RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOUN. THE SUITABILITY AND USE OF THIS COHP OIIE NT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI i-1995 SECT 100 2. CLQ W y y Fq i LL' ' ,R 20 2 Jul 16 2001 * YS�, C�VIL. OF CAAV: TC TC B C BC TOT.LD. LL DL D L LL 16.0 10.0 7 0.0 33.0 . 0 PSF PSF P S F PSF PSF REF R427--41180 DATE 07/16/01 D RIJ CAUSIi427 01197032 CA ENG LUT/G1'1H SEQN - 43291 D U R .FAC . 1 . 2 5 F R 0 M E D SPACING 24.0" l6uuru%4o-L.uurcn 7 LUVr CK - NI -/A IT'IJ6 W-0 UIU4- L.ANI ) TOP CHORD 2x6 DF -L -SS BOT CHORD 2x4 DF -L #]&Bet. WEBS 2x4 DF -L Standard :W7 2x4 DF -L #1: PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ADDITIONAL LOADING PER TRUSS MANUFACTURER ----------------------------------------- BC - 100 LB Conc. Load at 18.25 WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW. lnla urlu rmtrAKcu rnurl 4urLrulCn inrul ti -v— n v - . v,.�/ •,�� .+• •••��� ••• ••- CALCULATED HORIZONTAL DEFLECTION IS 0.18•' DUE TO LIVE LOAD AND 0.18•' DUE TO DEAD LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00" OC, BC @ 24.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 118X12 = 111 .5 X 4 III 1 _ 115X8 (F1) 1'lI . �A4 Itl 5X4 144X12 1')1.5X4 III 1-9-8 (E 3-0-0 �1 23-0-0 19-9-8 R=1363 W=5.5" -0-0 Over 2 Supports WJX1U = 112.5X4 III _ �'` r 4!4X6 (A2) 414X6 vct.i� r 23-0 26-2-8 R=2085 W=5.5" -0-0 PLT TYP. High Strength.Wave TPI -95\R Design Criteria: TPI STD UB CA 1 - F Scale =.1875" Ft. Longfellow Lumber 89 Loren Avenue, Chico CA ALPINE Alpine Engineered Products, Sacramento, CA 95828 95928 Inc. "NARNING'" TRUSSES AEOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO NIB 91 (HANDLING IIISTALLIIIG AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 503 D'ONOFRIO OR., SUITE 200, ifADISOH, VI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BDTTOH CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ••1 MPORTANT" FIIRNIS11 A COPY BF 171 DESIGN TO THE INSTAL L ATIOII CONTRACTOR. ALPINE ENGINEERED PRODUCTS, 1HC. SHALL NOT BE RESP ON SIDLE FOR ANY 0EVIATIDII FROM TIIIS DESIGN; ANY FAILURE TO BUllO THE TRUSSES IN CONFORMAOCE WITH TPI; OR FADRICATING, HANDLING. SNIPPING, INSTALl1NG AND ORACING Of TRUSSES. TO DESIGN C041`0 R MS WITH ApPI'CABIE PROVISIONS OF 1102 (NATIONAL DESIGN CONNECTORSCATAREPMADESOFDBY 20GAT11 E ASTMMA653AGR40R GAL V. STEEL, EXCEPTEST Alto PAPER AS oil) AND T APPLYALPINE CONNECTORS TO EACH FACE OF TRUSS, AND UULESS OTHERVI SE LOCATED 011 T111IS 5 DESIGII,- POSIT] 011 CONNECTORS PER0 Wt RESPOIISIBILRING RA IJGS 01TY SOLEL YTFORHE S THE TR US SEAL 711ICOHPOIIE DRAWIIIT OE SI G NTSHOWII�EPTAI"E SUITAD ILITYDAND RSENAL IOFETHIS COHPOIIEIIT FOR ANY PARTICULAR DUILDIIIG IS THE RESP 01121OIL ITY OF THE BUILDING DESIGNER. PER ARSI/TPI 1.1995 SECTION 2. Q� p y F OJ 1r 2 N 5 00 Y� J u l 1 6 2001 ..RR vr't CIVIL P CCFCA1IFV TC • LL TC OL BC OL B C L L TOT . L D. 16 .0 10.0 7.0 0 . 33 . PSF PSF PSF 0 PSF 0 P S F REF R427--41179 DATE 07/16/01 ORW CAUSR427 01197031 C A -ENG LUT / G W H S E A N - 43286 OUR. FAC . 1:25 FROM ED SPACING 24.0 " tLUUrU44D-L.uur[K / LuurCK - IVI-tl INJL N-11.)-UlU4- LANI TOP CHORD 2x6 DF -L SS BOT CHORD 2x4 DF -L #18Bet. WEBS 2x4 DF -L Standard :W7 2x4 DF -L #1: IPLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ADDITIONAL LOADING PER TRUSS MANUFACTURER BC 100 LB Conc. Load at 18.25 t•IARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW. I nIJ unto rM[rAMCU rKun I.Unrumn 1KruI tLUAUJ N U119LIY3AVPIJ) —Vt-1$v — .-- —"- CALCULATED HORIZONTAL DEFLECTION IS 0.15" DUE TO LIVE LOAD AND 0.16" DUE TO DEAD LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00" OC. BC @ 24.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. WBX12 = 1J1.5X4 III N W5X8 F1 --G — W4X12 o VIJ A I U = ( ) I44X6 = lJl .5X4 III IJ4X6 (A2) W1.5X4 III W4X6= 1-9-8 L,-3-0-0 BJ I� 10-1-4 )-3-0-0 I_ 23-0-0 _ I_ 23-0-0 pB��1yU F R ),# Ohl R :_I 19-9-8 'i 26-2-'4U1Li��f'� gy ni=Pl p. p,Y 46-0-0 Over 2 Supports 4 P R=1260 W=5.5" R=2188 W=5.5" i. r PLT TYP. High Stre Longfellow Lumber 89 Loren Avenue, Chico CA 95928 I ALPINE Alpine Engineered Products, InG. Sacramento, CA 95828 gth,14ave TPI -95\R Design Criteria: TPI(STD *WARN ING• TRUSSES REQUIRE EXTREME CARE IU FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HID -91 (HANDLING INSTALLING AND GRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 5113 D'OIIOFRIO OR., SUITE 200. MADISON. UI 53119). FOR -SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 'IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PR OOUCTS, INC. SHALL HOT BE RESPONSIBLE FOR AIIY DEYIAT1011 FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES 111 CON FORMAN' E NI TH T 1; OR FABRICATING, IIANOLIIIG, SIIIPPING, IHSTALL111G AND BR AC 1 11 G OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF 1105 (NATIONAL DESIGN SPEC IFICAT I OO PUBLISHED BY TIIE AMERICAN FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE CONVECTORS ARE MADE OF 20GA ASTM A113 GR 40 GAL V. STEEL, EXCEPT AS 110T ED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED DII T1115 DESIGN, POSITION CONNECTORS PER ORAVIIIGS 160 A -I. THE SEAL 011 THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE Sul TAB1LITY AND USE OF THIS COHPOBENT FOR All PARTICULAR BUIL DI LIG IS THE RE SP OIL SI BILI T Y OF THE BUILD I IIG BE SIGNER. PER. ANSI/TPI 1-1995 SECTION 2. W. * Jul 16 2001 �9T Clv11L �P EOF C,gLIF�� CA/ -/1/-/-/-/F TC LL 16.0 PSF TC DL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT.LD. 33.0 PSF DUR.FAC. 1.25 SPACING 24.0" -0-0 Scale =.1875"/Ft. REF R427--41181 DATE 07/16/01 DRW CAIJSR427 01197033 CA -ENG LVT/GWH SEQN - 43299 FROM ED (lUUFU4Zb-LUUF'tK / LUUrtK - NI -9 IML W-11-U4UU-- LANI TOP CHORD 2x6 DF -L SS :T3, T4 2x6 DF -L #2: BOT CHORD 2x4 DF -L #1&Bet. WEBS 2x4 DF -L Standard :W7 2x4 DF -L #1: PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ADDITIONAL LOADING PER TRUSS MANUFACTURER BC 100 LB Conc. Load at 18.25 WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW. W2.5X4 - 4 WBX12 W1.5X4 III I.—ITT— ov Tone¢ taro 111— ... 11.[ —lu --, e -- CALCULATED v CALCULATED HORIZONTAL DEFLECTION IS 0.13" DUE TO LIVE LOAD AND 0.14" DUE TO DEAD LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00" OC, BC @ 24.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. -0-0 W5X8(F1) VI0AIL = W4X12 = W1.5X4 IA 1-9-B WSXb W4X6- I44X6= W4X6(A2) Q3-0-0 �J IIc 11-4-0 )�3-0-0 J 23-0-0 I 23-0-0 19-9-8 26-2-8 r I 46-0-0 Over 2 Supports �La� �� j.... %ILDNG DEPAR I PVAE-.`N R=1180 W=5.5" Q�'' R=2268 W=5.5 P V F PLT TYP. High Strength,Wave TPI -95\11 Design Criteria: TPI STD UB Scale =.1875" Ft. ' Longfellow Lumber 891A)f venuc,ChiwCA9592g •WARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING. INSTALLING AND `BRACING. RCF11 TO HIB•OI (IIANOLING II16TALllI1G ANO BIS N, 1flAC111G1, PUUUSHED DY TPI (TRUSS PLATE PERFORMING THESE FUNCTIOINSTITUTE, 56 0' N.F 9 NS RUOLESSTOTHERWISE200: MAOIUDICATED, TOPICHORDFSMALLFHAVEPR CT ES PR OR TO PR PROPERLY ATTACHED ��DW, h F TC LL T C D L 16.0 10.0 PSF PSF REF R427 41182 DATE 07/16/01 STRUCTURAL PAIIEL S, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CI]LING. "IMPORTAUT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC 0L 7.0 PSF DRW CAUSR427 01197034 PRODUCTS, IIIC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FR ONTIIIS DESIGN; AIIY FAILURE TO N 0 ALPINE BUILD THE TRUSSES 111 CON FORHANCE UITH TPI; OR FABRICATING, IIA14OLLtIG, SHIPPING, INSTALLING AND fl OVISIOUS OF HOS (NATIONAL DESIGII BRASPECING OF TRUSSES. THIS OES IGH CONFORMS WITH APPLICABLE PST 0 BC LL 0.0 PSF CA -ENG LVT/GWH A ND PAPER AS TPI. CONNECTORSCATAREMADESOFOBy 2OGATASTHMA653AGR4ORGALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO '� Ju' 16 2001 * TOT.LD. 33.0 PSF SEQN - 43304 AlpineSacra eto,CA95828ered SBrfnmenl0,CA95828 ,Inc• EACH FACEOF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SEAL 011 THIS DRAWIIIG INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COHPOHE1IT DESIGII SHOWN- THE SUITADILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDIIIG IS THE RESPONSIBILITY OF TIIE BUILDIIG DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. .L� v/• CIVIL \P QFpA11f D U R . FAC . 1.25 FROM L D SPACING 24.0" LIo 0 0 I!9 T (L.vvrvgeo-L,vur CIA / L.uurrl% - 141-IVPIUIVU/JL,LJZ1 TOP CHORD 2x6 DF -L $2 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 10 PSF BC LIVE LOAD PER UBC. CII—TTTCn nV TDIICC MGD ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W1.5X4 III T 3-6-11 10-10-13 G 8-0-0 WZ.5X4(Al) L---3-0-0�. 17-10-6 Over 2 Supports R-780 W=5.5" R=567 99 u L 1( vt PLT TYP. Wave TPI -95 R Design Criteria: TPI STD UBC CA - 1 _ - F Scale =.25" Ft. LongfellowLlnnber 89 Loren AVenue, Chico CA 95928 ALPINE AlpineEn eeredProducts,Inc. $ecfDlnL'nID,CA95828 "DARNING ­TRUSSES REOUIRE EXTREME CARE III FABRICATIO11, HANDLING. SHIPPI11G, INSTALLING Alto BRACING. REFER TO 1110.93 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE IHSTITUTE. 583 D'ONOFRIO DR.. SUITE 200`MADISOU. NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. •'"IMPORTANT•' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, IIIc, SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FR ON THIS DESIGN; AIIY FAILURE TO BUILD TILE TRUSSES 111 CORFORMANCE WITH TPI; OR FABRICATIJIG, HANDLING, SHIPPIHG, INSTALLING AND BRACING OF TRUSSES. TIIIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF LIDS (NATIONAL DESIGN SPECIFICATION PUDLISIZED BY TILE All FOREST AND PAPER ASSOCIAT1011) AILD TPI. ALP COIIIIECTOAI APE MADE OF 2OGA ASTM A653 GR40 GALV, STEEL, EXCEPT AS VOTED. APPLY CONMECTOAS TO E AC11 FACE OF TRUSS, All UULESS DrHERWISE LOCATED ON III OESIGIt, POSITION COUNECTORS PER DRAWINGS 160 A•2. THE SEAL Oil TIIIS DRAWING INDICATES ACCEPTAUCE OF PROFESSIONAL ENGINEERIIIG RE SP DNS[Is ILIlY SOLELY FOR TIIE TRUSS COMPONEI DESIGII SHOWII. THE SUITABILITY AIID USE OF TN IS COMP 011EII FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILE TI OF THE BUILDING DE IGHPER Ai151/TPI 1.1995 SECT [oil 2. Q� fl W F N 5 0 LIU 16 ZOO1 * �L� �/� CIVil_ � 9TF �FC+ALIF TC LL TC OL BC DL BC LL TOT . L D . 16.0 10 7.0 0.0 3 3 .0 . 0 PSF PSF PSF PSF PSF REF R427--41183 DATE 07/16/01 DRIB CAUSR427 01197035 CA -ENG L V T / GII H S E O N - 43221 OUR . FAC. 1.25 FROM ED SPACING 24.OII (GRCPR-GOLDMANNSROSE/COOPER - T11 TOP CHORD 2x6 DF -L #2 BOT CHORD 2x8 DF -L #1 WEBS 2x4 DF -L Standard c-:IPLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. o (1)(2)RECOMMENDED CONNECTION FOR 24-0-0 TRUSSES FRAMING TO THE BOTTOM LC'.) CHORD 0 24. O.C.: SIMPSON LUS28. SEE SIMPSON CATALOG C-98. C= C73 o (1) REV 4/2/99 AEB - NOTES z (2) REV 4/5/99 AEB - NOTES W5X4 (Al) EEB W1.5X4 11 WDA4(K) 4 r 3-2-1 Li A�;t-0-0 WSYR III UAYn THIS DWG PREPARED FROM COMPUTER INPUT (LOADS a DIMENSIONS) SUBMITTED BY TRUSS MFR. GIRDER SUPPORTS: 24- 0- 0 SPAN TO BC ONE FACE AND 2- 0- 0 SPAN TO TC/BC SPLIT OPPOSITE FACE. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. i8-0-0 Over 2 Supports—� R-1761 W-5.5• R-1633 Cr PLT TYP. Wave TPI -95 R Design Criteria: TPI S' C7'3 ••YARNING• TRUSSES REQUIRE EXTREME CARE IR FABRICATION, MARBLING. SNIPPING. INSTALLING AND C7) BRACING. REf11 TO "10.91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE CT INSTITUTE, SB7 O'OMOfR10 DR., SUITE EDD, MADISON. NI S3I19), FOR SAFETY PRACTICES PRIOR TO ..-. PCRFOAN180 TOESf FUNCTIONS. UNLESS OTBEINISE INDICATED. TOP CHORD SMALL NAYS PROPERLY ATTACMEO STRUCTURAL PANELS. BOTTOM CHORD SHALL MAY( A PROPERLY ATTACNED RIGID CEILING. Ir ••)KPDRTANT•• FURNISH A COPY OF THIS OISIGR TO 7N1 INSTALLATION CONTRACTOR. ALPIRE ENGINEERED "*"Ili IRC. SHALL NOT BE RESFOISINLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO ALPINE BUI LO TN.TRISSEf IN CONFOINAMCE MIT. TPI; 01 FABRICATIR9. HANDLING. SNIFf ING, INSTALLING AND 63-:i BRACING OF TRUSS[S. THIS OE SIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN c-, SPECIFICAYI ON PUNLI SHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE aC COR RECTORS ARE MADE OF 209A ASPM A653 GS40 GALT. STEEL, EICEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS 07HERVICI LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A•1. THE SEAL 01 THIS ORAYIN6 INDICATES ACCEPTANCE Of PROFESSIONAL EADINECRING Alpine ETlgineeEENIPmduatB,Inc. RESPONSIBILIIT SOLELY FOU TME TRUSS COMPONENT DESIGN $DOWN. THE SUITABILITY AND USE OF THIS ARO PARTICULAR 001101RG IS THE RESPONSIBILITY Of THE BUILOIBG DESIGNER. PER AYSI/TPI 1.1995 SECTION 2. 60 T TLE COUIN I I '-3UILDING DEPARTMC,;!_, PR 0 Scale —.375"/Ft. REF R427--29834 DATE 04/01/99 DR W CAUSR427 99091014 CA -ENG AEB/GWH SEON - 10925 CA = 1 - - F• TC LL 16.0 PSF TC DL 10.0 PSF BC DL 7.0 PSF J0599 BC LL 0.0 PSF TOT.LD. 33.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale —.375"/Ft. REF R427--29834 DATE 04/01/99 DR W CAUSR427 99091014 CA -ENG AEB/GWH SEON - 10925 This safety alert symbol is used to attract your attention! PERSONAL SAFETY IS INVOLVED! When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. CAUTION: ACAUTION identifies safe operating prac- ti ces or indicates unsafe conditions that could result personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES ° Itis the responsibilityofthe installer(builder building contractor licensedcontractor, erector or erection contractor) to properly receive. unload, store. handle, install and brace metal plate connected wood trusses to protect life and propeV. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superiorto the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses fora particular roof orIloor. These recommendations are based upon the collective experience of leading technical personnel in the wood truss CAUTION: The builder, building contractor, licensed contractor, erector or erection contractor is ad- ®vised to obtain and read the entire booklet "Com- mentary and Recommendations for Handling, In- stalling & Bracing Metal Plate Connected Wood Trusses, HIB -91" from the Truss Plate Institute. DANGER: A DANGER designates a condition where failure to follow instructions or heed warn- ingwill most likely result in serious personal injury or death or damage to structures. WARNING: A WARNING describes a condition where failure to follow instructions could result in severe personal injury or damage to structures. TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608)833-5900 industry, but must, due to the nature of responsibilities involved, be presented as a guide for the use of a qualified building designer or installer. Thus, the Truss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright © by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. CAUTION: All temporary bracing should be no less than 2x4 grade marked lumber. All connections should be made with minimum of 2-16d nails. All trusses assumed 2' on -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. TRUSS STORAGE CAUTION: Trusses should not be unloaded on rough terrain or un- even surfaces which could cause damage to the truss. ®CAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateral bending and lessen moisture gain. A WARNING: Do not break banding until installation begins. Care should be exercised in banding remov- al to avoid shifting of individual trusses. J® WARNING: Donot lift bundled trusses bythe bands. Do not use damaged trusses. J® CAUTION: Trusses stored vertically should be braced to prevent toppling or tipping. ®DANGER: Do not store bundles upright unless properly braced. Do not break bands until bundles are placed in a stable horizontal position. ®DANGER: Walking on trusses which are lying flat is extremely dangerous and should be strictly prohibited. Frame 1 MONO TRUSS TOP CHORD TEMPORARY BRACING SPAN MINIMUM PITCH TOP CHORD LATERALBRACEPACING(DBS) SPACING(LBS) OPCHORD tDIAGONALBRACE [#trusses] SPIDF SPF/HF Up to 24' 3/12' 1 8' 1 17 1 12 Over 24'- 42' 3/12 1 7' 1 10 1 6 Over 42'- 54' 3/12 1 6' 1 6 1 4 Over 54' See a registered professional engineer Note: Bottom chord & web member temporary bracing also required - refer to Frame 4. DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Diagonal brace also required on end verticals. PLUMB Trus Depth D(in) _ 12 3 or All lateral braces lapped at least 2 AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. Lesser of D/50 or 2" Maximum t 1�4 Plumb Misplacement _ Line INSTALLATION TOLERANCES D(in) D/50 D(ft) 12" 1/4" 1' 24" 1/2" 2' 36" 3/4" 3' 48" 1" 4' 60" 1-1/4" 5' 72" 1-1/2" 6' 84" 1-3/4" -P 96" 2" 8' 108" 2" 9' BOW L Length L (in) T t 1/4Lesser of U200 or 2" L (in) L (in) ....:::::::::::::::::::::::....... t 1/4 Lesserof U200 or 2" L(in) U200 L(ft) 50" 1/4" 4.2' 100" 1/2" 8.3' 150" • 3/4" 12.5' L(in) U200 L(ft) 200" 1" 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 25.0' OUT -OF -PLUMB INSTALLATION TOLERANCES OUT -OF -PLANE INSTALLATION TOLERANCES DANGER: Under no circumstances should A WARNING: Do not cut trusses. A construction loadsof anydescription be placed on unbraced trusses. Frame 6 2x4/2x6 PARALLEL CHORD TRUSS 5 TOP CHORD TEMPORARY BRACING SPAN MINIMUM DEPTH TOPCHORD LATERALBRACE SPACING(LB) TOPCHORD DIAGONALBRACE SPACING(DBS) [#trusses] SP/DF SPF/H Up to 32' 1 30" 1 8' 16 10 Over 32'- 48' 1 42" 1 6' 6 4 Over 48'- 60' 1 48" 1 5' 4 2 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. All lateral braces lapped at least - twotrusses. Top chords that are laterally braced can buclde together and cause collapse If there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of thetop chord when purlins are attached to the topside of the top chord. End diagonals are essential for stability and must be duplicated on both ends of the truss system. =45° Continuous TopChord Lateral Brace T Required 10" or Greater Attachment Required - 2p,rve i 10 t russeSPFs @ ? o c. A WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A 1 412 PARALLEL CHORD TRUSS TOP CHORD TEMPORARY BRACING Top chords that are laterally braced can buclde together and cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. All lateral braces lapped at least - twotrusses. z45° End diagonals are essential for Stability and must be duplicated on both ends of the truss system. Frame 5 7 Continuous Top Chord Lateral Brace Required 10" Attachmer Required I 30" or greater Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. m EAA:WARNING: Do not attach cables, chains, or hooks WARNING: Do not lift single trusses with spans to the web members. 11A greater than 30' by the peak. r -, Approximately Approximately '/z truss length 1/2 truss length Tag Truss spans less than 30' Tag Line Line Spreader Bar, Toe In Spreader Bar Toe In Approximately 1/2 to 2/3 truss length Less than or equal to 60' '/z to 2/3 truss length Less than or equal to 60' Toe In Toe In Tag Line MECHANICAL INSTALLATION Lifting devices should be connected to StrongbacW the truss top chord with a closed-loop Spreader Bar attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the welght of thetruss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracinq Is installed. Tag Line At or above mid -height Tag Tag Line Line 2/3 to 3/a truss length CAUTION: Temporary bracing shown in this summary sheet is adequate for the installation of Atrusseswith similar configurations. Consult registered professional engineerifa different bracing arrangement is desired. The engineer may design bracing in accordance withTPI's Recommended A Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses, DSB-89, and in some cases determine that a wider spacing is possible. GROUND BRACING: BUILDING INTERIOR GROUND BRACING: BUILDING EXTERIOR Typical vertical attachment Frame 2 W g 12 _� 4 or greater PITCHED TRUSS TOP CHORD TEMPORARY BRACING MINIMUM PITCH DIFFERENCE TOPCHORD LATERALBRACE SPACING(LBs). TOPCHORD DIAGONALBRACE SPACING(DBJ #trusses SP/DF SPF/HF SPAN - MINIMUM PITCH TOP CHORD LATERALBRACE SPACING(LBJ TOPCHORD DIAGONALBRACE SPACING(DBs) #trusses SP/DF- SPF/HF Up to 32' 4/12 1 8 20 15 Over 32'- 48' 4/12 1 6' 10 7 Over 48'- 60' 4/12 1 5' 6 4 Over 60' See a registered professional engineer Note: Bottom chord & web member temporary bracing also required - refer to Frame 4. DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir All lateral braces lapped at least 2 Continuous Top Chord Lateral Brace trusses. Required 10" or Greater Attachment Required .a � 32 of fess 450 Top chords that are laterally braced can buclde together and cause collapse if there is no diagonal bracing. Diagonal bracing should be nailed to the underside of the top chord when pur ins are at- tached to the topside of the top chord. A WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A " SPAN' MINIMUM PITCH DIFFERENCE TOPCHORD LATERALBRACE SPACING(LBs). TOPCHORD DIAGONALBRACE SPACING(DBJ #trusses SP/DF SPF/HF U to 28' 2.5 T 17 12 Over 28'- 42' 3.0 6' 9 1 6 Over 42'- 60' 3.0 1 5' 5 13 Over 60' See a registered professional engineer Note: Bottom chord & web member temporary bracing also required - refer to Frame 4. DF = Douglas Fir -Larch SP = Southern Pine HF = Hem -Fir SPF = Spruce -Pine -Fir All lateral braces — Continuous Top Chord lapped at least 2 Lateral Brace trusses. Required 10" or Greater Attachment Required , Top chords that are laterally braced can bucide together and cause collapse if there Is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. less Frame 3 _45o 12 SF— _45o 12 4 or greater Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. BOTTOM CHORD TEMPORARY BRACING SPAN MINIMUM PITCH BOTTOMCHORD LATERALBRACE SPACING(LB) BOTTOM CHORD DIAGONALBRACE SPACING(DB,) [#trusses] SPIDIF I SP IF Up to 32' 4/12 15' 20 1 15 Over 32'- 48' 4/12 1 15' 1 10 1 7 Over 48'- 60' 4/12 1 15' 1 6 1 4 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir <15 c1V All lateral braces lapped at least 2 trusses. c1V BOTTOM CHORD PLANE WARNING: Failure to follow these recommendations could result in A severe personal injury or damage to trusses or buildings. Temporary cross bracing at each end of the building and repeated at WEB MEMBER PLANE Frame 4 e. (Rev. 12/96) •. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 APPLICATION AND PERMIT 03-2484 PERMIT NO. ASSESSOR PARCEL NUMBER O ZONING BUILDING PERMIT OWNER COOPER GARY_&91_-3545 TELEPH SO, FT, OCC. BUILDING VALUATION .OWNERS MAIUNG ADDRESS PO BOX 784 DURW CA. 95938 CONTRACTORS NAME 0WNM TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDERS MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee 693.23 $ 346.60 Plan Checking Fee $ BUILDINGADDRESS 9440 JONES$ Energy Plan Checking Fee $ PERMIT FEE s 366.60 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 2nd RENEWAL OF 01-116 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W 020.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service p A600V OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION 1 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.P 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: 12-11, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 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. My workers' compensation insurance carrier and policy number are: Carrier Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUR OR ADDNS. a ACC. BUDS. SO 3.5¢Fr. NEW CONST. MULTI -OUTLET NON-RESID. 07.50 OWER APPARATUS 8 SINGLE OUTLET CIF. Ex. OCCU OUTLET OR FIXTURES BAS @':005050 Ex. Occup. OFIXUT�rs Aa ) E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEP_ $ 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' ompe pea 'on provisions of section 3700 of the Labor Code, I shall bon laws of Cal'rfornia, and agree that ifI should become subject to the worker c forthw' h� witFi ose provisions. �y X Date! Signature icant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height.WJDate Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 366.60 HAZ. -- D. FEES IMP ------- FLOOD ---- CFF PARCEL -- ---- PD — HD — ISSUE This permit is hereby issued under of the Butte County Code and/or indicate above for ich fees have PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Receipt No. 385270 $366-60 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive •R Oroville, California 95965 • Telephone (530) 538-75A, - P � M�I,T�. (Rev. 12/96) APPLICATION AND PERMIT ASSESSORPARCELNUMBER /� r / —05.2 C`/l . ZONI BUILDING PERMIT -. OWNER ° E SO. FT. OCC. BUILDING VALUATION, - - - _- I /� ! �../ Fireplace VLJ►J Total Valuation $ �� . J OWNERS / • CONTRACTO ' E TELEPHONE Ile11 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDERS MAILING ADDRESS ARCHITECT OR ENGINEER UCENSE NO. Filing Fee $ 26.00 Permit Fee `2 +- '$' G ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL k7rAPPLUMBING PERMIT Fling Fee• 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ as ❑ Installation ❑ Other ❑ Describe Work: e7 /Y .�^ `� Q�"!�! Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W Ca20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 ORLFS Main Service ioOA LE, 23.00 S S�Temporary mom tJ •� •/J/(�. �r70 • aim �� • ��� Main Service 200A To LOQOA 46.00 NEW CONST.DWELLING . Q p. OR ADDNS. 35!S EW CONST. MULTI -OUTLET NNOOWRES D. CIRCUITS 7.50 PBRANCH OWER 8 STNPL ECI0. Ex. OCCU OUTLET ORR FDCTURES zO Q` 1'00 FUT7 SAL .SO FDD APPLNS. OR Ex. OCCU OUTLETS FSI°. EA 5.00 Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEI $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ (oG MAZ D. FEES IMP 1. FLOOD I CDF PARCEL PD HD 6SUE X Date Signature of Applicant - ❑ 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. Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 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 * R COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 P RMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASS ESSOR PARCEL NUMBER 040-180-052 ZONING BUILDING PERMIT OWNER COOPER GARY NE 9T1HOJ545 SQ. FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS P.O. BOX 784 DURHAM CA 95938 CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee 693.23/2 $ 346.60 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS 9440 JONES AVE., DURHAM Energy Plan Checking Fee $ $ PERMIT FEE $ 366.60 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 1st RENEWAL OF BP#99-1322 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I GI W I@20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 600V LES Main Service 20.A 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. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the worker ' . in rovisions of section 3700 of the Labor Code, I shall fort ith mpl i os provisions. /� / 0 X Date �� r ! Signatur of A Own ❑ Contractor ❑ Agent An OSHA permit is required for e� Ions over ep and demolition or construction of structures over 3 stories in eight. Main Service TO I 46.00so WELL200A NEW CONST. owELUNG Occup. so U OR ADDNS. ( 6 ACC. BLnS. 3.50FT. NEWONST NO.RES ID IrA=T @7.50 POWER APPARATUS S SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FDRURES BAL @ I .50 Ex. Occup. oimEEDTs Aao°ea 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE _ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 366.60 HAZ. I D. FEES IMP FLOOO CDF I PARCEL I PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indi ed a e f r whi h fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid D to Deta ReceiptNo. i WHITE-D.D.S.-B.D. CANAR SSESSOR PINK-INSP CTOR GOLDENROD -APPLICANT 7 County Center Drive • Orovillel California 95965P • Telephone (530) 538- 54;SION ir•'2/9s0. APPLICATION AND PERMITPERMIT NO ASSESSOR PARCEL NUMSEII . BUILDING P ERMIT Ne SO FT. OCC. pq�Q� ! BU ILOINQ VALUATION CONTRACTOIre WM! CONTRACTORTI MASJNO ADDRESS CONSTRUCTION UNDER LENDER'S MMIl10 ADDRESS ARCNRECT OR EUMMEA ARC#MCT oa ENOWEER'S MAUNO ADDRESS U)TNO. I BUeDI KWINAM! USEOFSTRUCTURE SF O Duplex O Mobilehome O Other aPEcsr TYPE OF WORK New O Addition ❑ Re el 0 UdWee O InssUktion OOther O Describe Work: /��/ 0// D//// W // *PERMIT FEE PAID CU SRA SHERIFF OTHER AMOUNT RECEIVED *RECEIPT NVMBER- * TO 8E PVT INTO COMPVTER Fireplace I Total Valuation Filing Fee Permit Fee Plan Checking F Energy Plan Ch1 i s s Fee t s .RMIT FEE i PLUMBING PERMIT Each Trap Solar or heat pump water heater Water piping Each gas water heater or vent Gas piping system 1 .5 outlatu Mobile Home PERMIT FEE I S 20.001 ng ree 20.00 7.0o 23.00 75--00- T —50-0 5.001500 15.00 15.00 ELECTRICAL PERMIT Filln Fee 20.00 Main Service °000' ODn LESS 23.00 Main Service 200A TO 1000A 48.00 NEW CONS own. OCCUP. OR ADONS• a ACC. airs. 3.5¢so N01LRE510. MULT1.0VnzT @7.50 POWER APPARATUS a S1101.E OUTLET CITL Ex. Occur). OUTLET OR FUMMES ad 0 1.00 I SAL .so EX. OCCU FOlEO APPWB• OR I OUTLETS ESID. EA 5.00 1 Temporary Service I 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE _ MECHANICAL PERMIT Filing Fee 20.00 8.50 PERMIT FEE S Mobile Home Installation Fee s Energy Inspection Fee E DCC OONST. TM� TOTAL FEE Z , NAZ O. FEES WP RMO COF PARCEL I PO I ND I GSUE 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 Attention Property Owner: An "owner -builder" building permit has been applied for in your name and. bearing your signature. Please complete and return this information at your earliest opportunity to. avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement: YES] NO[ ]. 2. I HAVE f %"-] HAVE NOT[ ] 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: PHONE: CONTRACTOR'S LICENSE NO.' 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK. PROPERTY OWNER: --- NOTE: This owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before . we are permitted to issue the permit. OVER Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: 0 If you employ or otherwise engage any persons other than your immediate family, and the work (including materials *and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 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. 0 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. 0 For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "ownerbuilder" 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. arel Ivlicha 1 C. Vi&a, C.B.O. Manager, Building Inspection: NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. OVER 0`I v COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 PERI No. (Rev.12/96) APPLICATION AND PERMIT 99-"' ASSESSOR PARCEL NUMBER 040-180-052 ZONING A 5 BUILDINGPERMIT OWNER COOPER, GARY TEM -73545 11 SQ. FT. OCC. BUILDING VALUATION 3454 R3 186 516.00 . OWNERS MAILING ADDRESS P.O. BOK 784, DURHAM, CA 95938 1104 U 19 872.00 CONTRACTOR'S NAME OWNER TELEPHONE 887 C 11 531.00 345 0 2,415.00 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace A 1,500.00 LENDER'S MAILING ADDRESS Total Valuation $ 221.8 4.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 1.066.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS %40 JONES AVENTIE., DURHAM Energy Plan Checking Fee $ 23.00 $ PERMIT FEE S LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF}[X Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 14 7.00 - Solar or heat um water heater 23.00 Water piping 15.00 Each gas water heater or ventM178.0 TYPE OF WORK New IN Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 4 BEDROOMS, 3 BATH WITH 3 CAR GARAGE Gas piping stem 1 - 5 outlets Buildingsewer Mobile Home s G W PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 800V Ll_: Main Service zo.A OR LESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION 1 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. 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service Zoog TO L000A 46.00 NEW CONST. DW .EWNG OCCUP. SO 159. 5 OR ADDNS. ( 8 ACC. BLDS. 3.5Qs. 50 NOµR SD MULTI -OUTLET @7.50 POWDLEER APPARATUS 8 BIN OAP= CIH. Ex. Occup. OUTLET OR FIXTURES BAL p':o S Ex. Occup. ouTLEtis A=.oEw 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 202.55 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. 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 performa f the work for which this permit is issued, I shall not employ any person in any anner so as to become subject to workers' compensation laws of Cal'rfornia, d agree that 'rf I should become subject to the workers' com en provis' ns of section 3700 of the Labor Code, I shall forth th se ovisions. X Date 6 �- Signature p Icant Own r ❑ Contractor ❑ Age An OSHA permit is requ' ed for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating 2 25.00 150.00 XXXOR Cooling 2 1 25.00 50.00 Hood 6.50 6.50 Ventilation 4.50 13.50 PERMIT FET= S 140.00 Mobile Home Installation Fee Is Energy Inspection Fee $ 46.00 OcR /ff'M � TOTAL FEE $ 2,399.28 HAZ. _ D. FE IMP OD CDF - PARC PD HD SU This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work ich fees have been paid. indicZwwvl� By Date PERMIT EXPIRES ON It �Z � Date Receipt No. ---275092/$2313. 50 O WHITE-D.D.S.-B.D. CANARY -ASSESSOR PI K -INSPECTOR I GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) L_ APPLICATION -AND PERMIT � 19 /,3�1/ �_ ASSESSOR P*NrZEL NUMB - ZONING - BUILDINGPERMIT OWNER1r�°r" 35Cr5+ T SO. FT. OCC. BUILDING VALUATION _ r' OWNERS BILI _ AD e x s CC _ 95 39 o . 0 CONTRACTORS NAME TELEPHONE 3 60 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER 1 Fireplace LENDERS MAILING ADDRESS Total Valuation ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee 61. S 5 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee 1073 2-3 $ 4ETL BUILDING ADDRESS Energy Plan Checking Fee $ ,0 p2.7 $ PERMIT FEE LOT NO. SUBDIVISIONS NAME ` PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap Iq 7.00 q900 USEOFSTRUCTURE Mobilehome Other ED - IFY SFX Duplex 1313eP Solar or heat pump water heater 23.00 Water piping 15.00 $,0�0 Each as water heater or vent 15.00 TYPE OF WORK New X Addition ❑' Remodel ❑ Utilities ❑ Installation ❑ Other 13' Describe Work: y LL -d I C it APl.Gt,t? Gas piping system 1 - 5 outlets 15.00 /6,00 Buildingsewer 15.00 /S D Mobile Home I S I G I W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200Aoa LEss 23.00 3 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license Is in full force and effect 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 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit Is'Issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit Is Issued. My workers' compensation Insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit 1s for work of a valuation of one hundred dollars ($100) or less.)co ❑ 1 certily that in the performance of the work for which this permit Is Issued, I shall not employ any person in any manner SO as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. f. X Date l Signature of Applicant - ❑ 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. Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. SO OR ADDNs. 8 ACC. S. FT. 5jr GONST NpµR SID ' MULTI OUTLET 97,50 POOR APPARATUS & SINGLE OUTLET CIR. O1�OR �1n'� Ex Occup. e20 0 1.000 Ex. Occup. oFnEDTS�aEslriLIO °e/L 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE : .5 MECHANICAL PERMIT Fling Fee 20.00 Heating ��4_q6vy(1b Cooling Sitio Hood 6.50 6,50 Ventilation 3 15,0 5� PERMIT FEi= $ Mobile Home Installation Fee 5 Energy Inspection Fee 5 , T TYPE OT L�FEE $ MAZ. IMP D COF PAR PD ISSUE This permit is here Vy6sded 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 Data ReceiptNo. ' t- WHITE•D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ;_� LL_l .; COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: V 15t0401f l (4 2,c ,t ASSESSOR PARCEL NUMBER: O-7 - O I � V "( J Z Proposed Building Ust S . r_ �-Building Inspector: 0&61. Date: (® — / $ - 9,? At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted-------------------------------------------------------------------------------------- ❑2. Plot plans, 3/4 sets, signed by the preparer of plans.------------------------------------------------------------ , ❑ 3 . Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans.-------- 115. ------- ❑5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ =° ❑ 6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- 117. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------- : 9. anufactured Home dataandinstallation instructions including Tie Down Specifications .----------------- 0. ees of $ 55 . � b---------------------------------------------p1---------------------------------- 0 UP 1. Impact fees as shown on the attached schedule. - - p6t�=------------------------------------- J_ ----------------------------------- 0 �� i ®T ❑ 12. California Department of Forestry plan approval/fees.--------------------------------------------------------- �❑ 1, Flood elevation certificate. �s',tg - ------------------------------------------------------------------------ W�Y4�. Sanitation and plot plan approval Health Department. ------------------------------------------- ( ❑ 15. City of Chico plumbing permit.----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City"of Biggs. ❑ 17. Planning approval for (A) Use: (B) Parking: -------------------------- 8 ontact Land Development about Improvements, ❑ Drainage, dLegal Parcel. -------------------- ��„ 9. Encroachment Permit for driveway (construction approval prior to occupancy).6L_V&_p' 020. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ❑22. Workers' Compensation carrier and policy number. 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- P14.&eftier of signature authorization. -------------------------------------------------------------------------------- I�]]�5 . Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- '_ c 026. Letter of intent on building use.----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. -------------------------- 1128. Existing violations and/or expired permits. ------------==------ ❑29. ❑433 A, ❑Grant Deed, ElM.H. Title, El Check to`H.C.D $ 30. Other: 64 & When you issue the permit process as follows ❑ Mail to owner, ❑ ail to contractor. Telephone'8q/-LA/33 and hold for pickup at �—offi Applicant: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air utio (� Copy of plans sent ❑ Health Department, ❑ Fire Department ❑ Qther: j - Index permit application for the above items numbered: (Date) inspector. •� 02 > Date: b By: 54�lan Check List .,2. Additional items required: l ' N ` r Contractor, designer, was advised of the above required data by Vphone, ❑ mail, ❑ Building Division counter, byjAL_Late: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, o er f the above r aired data b 13phone, ❑ mail, ii Buil ' vi ro counter, by ate: Plans reviewed by: Date: 30 Plans approved by: Date: Sets of plans o hold ' Plan Cabinet, 0 A.P. folder. Note transfer by: Date: ii rl E.H. USE.OLYWY Not Plan Attached v,: Floor we -j1 d Sent to 8.0. TO: Building Department ,gyp FROM: Environmental Health SUBJECT: Sanitation Clearance 300` ivy► f s Owner Location - AP# Plan ;Approved for:' Sewage Disposal Water Supply: Public Private Well if Clearance for dwelling. Other Hold final for: Final clearanceO��.K. for: NOTE:/SIl '7`' ,�' `Ate' 1 - Environmental Health Specialist Date 8/96 O.B.- 1 OWNER -BUILDER ,VERIFICATION Attention Property Owner: An "owner -builder". building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until ' this verification is received. 1. I ' personally plan to provide the major' labor and materials for construction of the proposed property - provement : YES � NO ❑ - 2. I HAVE HAVE NOT ❑ signed an application for a building permit for the proposed work. 3. 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: t 5 ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 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: K PROPERTYOWNER: SOCIAL SECURITY NUMBER: T �( DATE:�-- NOTE. This Owner -Builder [verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER e OWNER BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to"subcontract, you "should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you .are subject to several obligations including state and federal income tax withholding, federal social security. taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing. to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. rely, Mic el C. Vi ira, C.B.O. Ma ger, Building Inspection NOTE. This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. OVER RECORDING REQUESTED BY Mid Valley Title & Escrow Company AND VVEMN RECORDED MAIL TO: Z GARRY COOPER STACY COOPER P. O. BOX 784 DURHAM, CA 95938 A.P.N.: 040-180-052-000 Order No.: 1 1 999-001 9nz2 Recorded Official Records County Of DACE J. OWN Rocarder ROSEMARY DICKSON Assistant 09. -WAN 07 -May -1999 I REC FEE 10.89 TAX 97.90 I I e I PagMyles 1 of 2 Space Above This Line for Recorder's Use Only LP chic Escrow No.: 173257LP �. GRANT DEED M . THE UNDERSIGNED GRANTOR(s) DECLARE(s) THAT DOCUMENTARY TRANSFER TAX IS: COUNTY $97.90 Xuled on full value of property conveyed, or computed on full value less value of liens or encumbrances remaining at time of sale, j unincorporated area; [ ] City of _, and FOR A VALUABLE CONSIDERATION, Receipt of which ishereby acknowledged LUCILE BLASINGAME, SURVIVING TRUSTEE OF THE RALPH KENDALL AND LUCILE BLASINGAME FAMILY TRUST hereby GRANT(S) to GARRY COOPER and STACY COOPER, Husband and Wife as Joint Tenants the following described property in the City of UNINCORPORATED AREA, County of Butte State of Califomia; See legal. description attached hereto and made apart hereof: THE RALPH KENDALL AND LUCILE BLASINGAME FAMILY TRUST LUCILE BLASINGAME, TIZUST .•„,,t Document Date: May 4. 1999 ;f.,. .. STATE OF CALD ORNIA COUNTY OF // .r.. On �—s— y before me, (GeG�, personally appeared A, L4 C:” Ae . yLfiS/ AJd:5-1¢-m 6 - personally 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. WITNESS my hand and official seal. This area for official notarial seal. Si tore ,•. �• LUCY A. PERSHALL p Comm. #1092344 NOTARY PURL C CALIFORNIA 0 UI BUTTE COUNTY ., My Comm. E)Vrea Mar. 24, 2000 Mail Tax Statements to: SAME -AS ABOVE or Address Noted Below AND WH jai RECORDED MAIL TO: :3 BUTTE COUNTY BUILDING DMSION 7 COUNTY CENTER DRIVE OROVILLE,, CA 95%5 1 999-004 1 9-72 Recorded Official Records Count y Of CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 10:56AN 30 -Sep -1999 REC FEE 10.00 COPIES 1.50 Vickie Page 1 of 2 i AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: SEE, ATTACHED LEGAL DESCRIPTION Date 2c, o D `99 PROP OWNERS: G R State of California County of BUTTE On 9/30/99 before me, Lucy A. Pershall, notary public ,ARRY COOPER personally appeared 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. WITNESS my hand and qWial seal _LUCY A. PERSHALL Si Hato Seal: TO1R.My Comm. #1092344 R S HA LL 0NOTARY PUBL,C CALIFORNIA (� BUTTE COUNTY Comm. Expires Mar. 24, 2000 A.P. # 040-180-052 ORDER NO. BU -173257 LP DESCRIPTION THE LAND REFERRED TO IN THIS REPORT IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE 1 OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON APRIL 17, 1980, IN BOOK 76 OF MAPS, AT PAGE(S) 53. .fi: AND VJWEN RECORDED MAIL TO: BUTAZ COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 1,999-0041 9�2 Recorded Official Records CoBUTT Of CANDACE J. GRUBBS ' Recorder ROSEMARY DICKSON Assistant 10:56AN 30 -Sep -1999 REC FEE 10.00 COPIES 1.50 Vickie Page 1 of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing,'spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: SEE ATTACKED LEGAL DESCRIPTION Date- 2 0 State of California County of BUTTE On 9/30/99 before me, Lucy A. .Pershall, notary public GARRY COOPER personally appeared 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. WITNESS my hand and cial seal LUCY A. PERSHALL atu Seal: 01 Comm. #1092344 R S HA LL ® NOTARY PUBL,C CALIFORNIA y o BUTTE COUNTY M C C. i M 24 2000 omm. p res A.P. # • 040-180-052 1V 17:d 1 i - tr ' ORDER NO. BU -173257 LP DESCRIPTION THE LAND REFERRED TO IN THIS -REPORT IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE,,Aj& I -S DESCRIBED AS FOLLOWS: PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON APRIL 17, 1980, IN BOOK 76 OF MAPS, AT PAGE(S) 53. ��171`7' a 411 Normal Avenue Chico, California 95928 530-345-1161 TEL 530-342-6910 FAX a • MICHAEL M00AY S A MADRONE AVE. CIVIL ENGINEER OROVILLE, CA 95966 RCE 20647 (916) 533-2131 Butte County August 28, 1999 Development Services Department Building Division 7 County Center Drive Oroville, CA 95965 Re: # 99-1322 Cooper Residence Response to Structural Plan Check. 1) Statement was clarified ("Low"). I added holddowns at outside corners. 2) Drag strut connection detail provided (sheet 4). 3) You are absolutely correct as confirmed in -a conversation with Simpson Strong tie. The 645 pound value is based on nail strength for the directions shown. The 450 pound value in the direction I am using is based on testing (the anchor fails). Have corrected all my calculations and reflected said changes on the plans. 4) wall Line "F" - was analyzed as rotated diaphragm as indicated in my calculations. The resulting loads for the wall lines were 0.6k. The right hand wall has -20 feet of plywood @ 0.195k/ft or 3.9k capacity for an OK by inspection, and the left wall has 18.5 feet at 0.10k/f or 1.85k capacity (this wall will be 5/8 Type x, roof to floor for increased capacity). 5) Overturning,at wall line A - Added holddowns, and holddown connection details. Same for line B. 6) Purlins will be loaded simple span. Plans revised to reflect. 7), 8), & 9) Note 6, sheet 7, Headers 6 x 8 Df #1. Calculations provided. Thank you for your consideration. Yours, Michael Mooney My license expires 9-30-01 10 APN: 040-180-052 -- Plancheck Comments' Cooper Residence 1. O.K. 2. O.K. 3. O.K. 4. O.K. 5. OX 6. O.K. 7. O.K. 8. O.K. 9. O.K. MICHAEL MOOR# 5 A MADRONE AVE. CIVIL ENGINEER OROVILLE, CA 95966 RCE 20647 (916) 533-2131 County of Butte June 10, 1999 7 County Center Drive Oroville, CA 95965 RE: Building Permit Garry Cooper AP 040-180-52 - I have reviewed the trusses for this project and they are adequate for my design. Thank -you for your consideration. Yours, Michael Mooney My license expires 9-30-01 a Allk SECTION E CERTIFICATION ' This certification is to be signed by a land surveyor; engineer, or architect who is authorized by.state or local law to certify elevation information when the elevation information for Zones Al—A30, AE, AH, A (with BFE),V1—V30,VE, and V (with BFE) is required. Community officials who are authorized by local law or ordinance to provide floodplain management information, may also sign the certification. In the case of Zones AO and A (without a FEMA or community issued BFE), a building official, a property owner, or an owner's representative may also sign the certification. Reference level diagrams 6, 7 and 8 - Distinguishing Features—If the certifier is unable to certify to breakaway/non-breakaway wall, enclosure size, location of servicing equipment, area use, wall openings, or unfinished area Feature(s), then list the Feature(s) not included in the certification under Comments below. The diagram number, Section C, Item 1, must still be entered. I certify that the information in Sections B and C on this certificate represents my best efforts interpret the data available. I understand that any false statement may be punishable by fine or imprisonment and . Code, Section 1001. AVL<.0 V c C. ��L &0csr�1 `�`t" OFES� y CERTIFIER'S NAME LIC or A9i TITLEA C ANY NAME I k'�' i7 f'f'.J I /T V Ls' ADDRESS ` CITY C,Pf� STATE ZIP ' SIGNATURE D%1 PHONE Copies should be made of this. Certificate for: 1) community official, 2) insurance agent/company, and 3) building owner. COMMENTS: ON WITH ON PILES, SLAB BASEMENT PIERS, OR COLUMNS A V A A V ZONES ZONES ZONES ZONES ZONES REFERENCE REFERENCE LEvEt REFERENCE LEVEL BASE FLCCO LEvEI ELEVATION BASE BASEAplACENt :' REFE?E`4E FLOOD =LE?ATICN' REFERENCE AOJACENT GRADE LEVEL FLOOD ELEVATION L=vel GRACE ADJACENT.': GRADE The diagrams above illustrate the points at which the elevations should be measured in A Zones and V Zones. Elevations for all A Zones should be measured at the top of the reference level floor. Elevations for all V Zones should be measured at -the bottom of the lowest horizontal structural member. Page 2 3 11* ELEVATION CERTIFIC4 O.M.B. No. 3067-0077 FEDERAL EMERGENCY MANAGEMENT AGENCY Expires July 31, 1999 NATIONAL FLOOD INSURANCE PROGRAM ATTENTION: Use of this dertificate does not provide a waiver of the flood insurance purchase requirement. This form is used only to pro- vide elevation information necessary to ensure compliance with applicable community floodplain management ordinances, to determine the proper insurance premium rate, and/or to support a request for a Letter of Map Amendment or Revision (LOMA or LOMR). You are not required to respond to this collection of information unless a valid OMB control number is displayed in the upper right corner of this form. Instructions for completing this form can be found on the following pages. SECTION A PROPERTY INFORMATION FOR INSURANCE COMPANY USE BUILDING OWNER'S NAME POLICY NUMBER STREADDRE (Includin Apt., Unit. Suite and/or Bldg. Number) OR P.O. ROUTE AND BOX NUMBER COMPANY NAIC NUMBER P. o, ►soy_ � ay OTHER DESCF} PT -N (Lot anc�B_lockkNNumbers. etc. TE ZIP CODE CITY V V\l _yk YC '/ � l TAA1:: 7 SCI 3C..D SECTION B FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Provide the following from the proper FIRM (See Instructions): 1. COMMUNITY NUMBER /� �IOO�7 2. PANEL NUMBER 5� 3. SUFFIX 4. DATE OF FIRM INDEX JUNG g (.i9c� 5. FIRM ZONE 6. BASE FLOOD'ELEVATION (in AO Zones, use depth) t t%k,_J T. 7. Indicate the elevation datum system used on the FIRM for Base Flood Elevations (BFE): KNGVD '29 ❑ Other (describe on back) 8. For Zones A or V, where no BFE is provided on the FIRM, and the community has established a BFE for this building site, indicate the community's BFE: I I I . U feet NGVD (or other FIRM datum—see Section B, Item 7). SECTION C BUILDING ELEVATION INFORMATION 1. Using the Elevation Certificate Instructions, indicate the diagram number from the diagrams found on Pages 5 and 6 that best describes the subject building's reference level �3 . 2(a). FIRM Zones Al -A30, AE, AH, and A (with BFE). The top of the reference level floor from the selected diagram is at an elevation of _! 11:� 3 C' feet NGVD (or other FIRM datum—see Section B, Item 7). (b). FIRM Zones V1430, VE, and V (with BFE). The bottom of the lowest horizontal structural member of the reference level from the selected diagram, is at an elevation of: ! I i ! f .0 feet NGVD (or other FIRM datum—see Section B, Item 7). (c). FIRM Zone A (without BFE). The floor used as the reference level from the selected diagram is i .0 feet above IJ or below (check one) the highest grade adjacent to the building. (d). FIRM Zone AO. The floor used as the reference level from the selected diagram is II .0 feet above ❑ or below Ei (check one) the highest grade adjacent to the building. If no flood depth number is available, is the building's lowest floor (reference level) elevated in accordance with the community's floodplain management ordinance? 17 Yes [INo ;i Unknown 3. Indicate the elevation datum system used in determining the above reference level elevations: I, NGVD '29 ❑ Other (describe under Comments on Page 2). (NOTE: If the elevation datum used in measuring the elevations is different than that used on the FIRM (see Section B, Item 7], then convert the elevations to the datum system used on the FIRM and show the conversion equation under Comments on Page 2.) 4. Elevation reference mark used appears on FIRM: 4 Yes a No (See Instructions on Page 4) 5. The reference level elevation is based on: actual construction Z construction drawings (NOTE: Use of construction drawings is only valid if the building does not yet have the reference level floor in place, in which case this certificate will only be valid for the building during the course of construction. A post -construction Elevation Certificate will be required once construction is complete.) q 6. The elevation of the lowest grade immediately adjacent to the building is: I i`!.' feet NGVD (or other FIRM datum -see Section B, Item 7). SECTION D COMMUNITY INFORMATION 1. If the community official responsible for verifying building elevations specifies that the reference level indicated in Section C, Item 1 is not the "lowest floor" as defined in the community's floodplain management ordinance, the elevation of the building's "lowest floor" as defined by the ordinance is: _ feet NGVD (or other FIRM datum—see Section B, Item 7). 2. Date of the start of construction or substantial improvement FEMA Form 81-31, MAR 97 REPLACES ALL PREVIOUS EDITIONS SEE REVERSE S1DE FOR CONTINUATION September 13,E Gary Cooper P.O.BOx 784 Durham, Ca. 95938 Parcel Number 040-180-052 Building Permit Number: 99-1322 L A N D O F N A T U R A L W EA LTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 The above referenced building plans were reviewed by this.office. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear responses will expedite the re -check and approval of this project. Please be sure to include on the resubmittal the engineer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. Provide additional information and/or make revisions to plans, specifications and calculations as follows: ,I! You will need to calculate the required openings in the stemwall and show required locations directly on the plans. Please note the stemwall height you will be building in relation to the flood elevation certificate. For heights over 24 inches you will need to provide an engineered design for the stemwall. [Item 8 from previous letter] County handout may not be used for stemwalls over 24 inches in a flood zone. Energy calcs have not been revised correctly. I am enclosing a red lined set of revised calcs. Corrections have been made per information from the plans and newly submitted information.- High efficiency furnace is not adequate to boost points to pass. Water heater points must be adjusted for house size - therefore you do not have enough points to pass. Please revise and resubmit. ,A� All requirements for the recirculation system must be located directly on the plans. Please see page 6-3 7 and 6-3 8 'of the Energy Manual for all requirements. Plans have been sent out for structural re -review but changes to the stemwall will require additional structural review. One set of plans will be sent to the Chico office for pick-up and revisions. Two sets will need to be resubmitted. Plan check will resume upon receipt of all of the above items. Additional items may be required when plan check is resumed. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays. Sincerely, Martha Whitney Plans Examiner 4 Parcel Number 040-180-052 Building Permit Number: 99-1322 �: �3uite CO. LAND OF NAT•URAI WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530)538-2140 The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear responses will expedite the re -check and approval of this project. Please be sure to include on the resubmittal the engineer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Enclosed are your school and park fee forms. Pay any required fees in the•district offices and return yellow copies to the building division. 2. Plans have been sent out for structural review. I will let you know if there are any questions resulting from this review. ENCLOSED IS A -PLAN CHECK LIST FROM YOUR STRUCTURAL REVIEW. PLEASE HAVE YOUR ARCHITECT OR ENGINEER ADDRESS EACH ITEM. J� The designer is to verify that the casement window in the master bedroom can be used as an emergency egress window. Special casement windows are usually required to meet this requirement. Provide new truss calc for truss 7 which is to be sized for mechanical loads. {two copies}. Provide attic access to all trussed roof areas. .-Cr Show requirements of one-hour fire separation wall between house and garage. �rarage must meet requirements of flood elevation certificate or must be designed per the detail enclosed with this letter. Please note that the mechanical, electrical and electrical equipment located both in the garage and underfloor must be located above flood level or designed to . prevent water from entering components. ! Crawlspace must be designed per items listed on enclosed flood elevation requirement detail. ® Provide manufacturer's specifications for both the heating and cooling units. 10 House faces west not east as shown in energy calcs. Energy calcs and plans do not match in fenestration area in all four orientations. Calcs not filled out completely and pump shown on water heater on plans while calcs call for standard distribution. If you are using recirculation system all requirements from the energy manual are required to be noted on the plans. (See red - marked energy calcs.) Plan check will resume upon receipt of all of the above items. Additional items may be required when plan check is resumed. If you wish to discuss any requirements, you may contact me at (530) 538-7541.between 1:00 P.M. and 4:00 P.M., Monday through Fridays. 2- c APN: 040=180-052 -- Plancheck Comments Cooper Residence 1. Clarify tW he use of the statement "NO HOLDDON REQ'D" on page 7/12 in the calculation package when the resultant uplift force is greater than zero. 2. Provide drag strut detail for Wall Line C as seen on page 9/12 of the calculations. Show location on plan and all appropriate strapping, blocking and hardware. 3. Allowable loads used to compute the spacing of A35's on page .11/12 in the calculations is .645#. Actual allowable load for direction of loading per Simpson catalog C-99 is 450#. Please clarify. 4. If Wall Line F is analyzed as a rotated diaphragm, apply the resulting loads to the appropriate wall lines. 5. Check OTM on Wall Line A and provide strapping and detail if required. Add overturning force to'the calculations for B 11 and re -compute. Also check B 1 @ wall line B for similar effects. 6. From Section 'D -on sheet 8, it appears that purlin P3 is loaded from continuos 2x rafters running over the top of the beam. If this were the case, purlin P3 would receive 5/8 of the tributary width from the wall to the next parallel purlin. Calculations show a tributary width -of half the distance from the wall to the next parallel purlin. The gluelam specified may be adequate, check deflection and specify camber. Please clarify. 7. Provide calculations for header over corner of the Great Room (east -side), and call out on plans. 8. Provide calculations for at the Garage, and call out on plan. 9. Provide calculations for exterior header at Entry, and call out on plan. 1 Jurie 30,`1999 Gary Cooper '. P.O.BOx 784 Durham; Ca. 95938 is- P_ L A N D O F NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF. DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE.- OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530)538-2140 Parcel Number 040-180-052 " Building Permit Number: 99-1322 The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear responses will expedite the re -check and approval of this project. Please be sure to include on the resubmittal the engineer's "wet" stamp, signature, registration number and expiration date on -all sheets of plans depicting the , • designed elements and cover sheets of calculations. Provide additional information and/or make revisions to plans,' specifications and calculations as follows: 1. Enclosed are your school and park fee forms. Pay any required fees in the district offices and return yellow copies to the building division. , 2. Plans have been sent out for structural review. I will let you know if there are any questions resulting -from this review. 3. The designer is to verify that the casement window in the master bedroom can be used as an emergency egress window.. Special casement windows are usually "required to meet this - requirement. 4. Provide new truss calc for truss 7 which is to be sized for mechanical loads. {two copies}. 5. Provide' attic access to all trussed roof areas. 6. Show requirements of one-hour fire separation wall between house and garage.. 7.. Garage must meet requirements of flood -elevation certificate or must be designed per -the detail enclosed with this letter. Please note that the mechanical, electrical and electrical equipment located both in the garage and underfloor must be located above flood level or designed to prevent water from entering components. 8. Crawlspace must be designed per items listed on enclosed flood elevation requirement detail Daryl - (ail Ye WL 9. Provide manufacturer's specifications for both the heating and cooling units. 10. House faces west not east as shown in energy calcs. Energy calcs and plans do not match in fenestration area in all four orientations. Calcs not filled out completely and pump shown. on water heater on plans while calcs call for standard distribution. If you are using recirculation system all requirements from the energy manual are required to be noted on the plans. ( See red - marked energy calcs. ) Plan check will resume upon receipt of all of the above items. Additional items may be required when plan check is resumed. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays. Sincerely, Martha Whitney Plans Examiner 2 RESIDEi-4'RAL PL.A►N CHECKIN GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY OWNER: C/�� 6 Oil'- BUILDINGP ER: PLAN CHECKER: A. P. NUMBER:0�/�O" -OSZ GENERAL: Zoning requirements: (side yards and number of permitted living units). Valuation. Plans signed by designer. Proper description of work on application. Existing violations on property. Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). Recorded notice of violation. PLOT PLAN:. _ .... . / Complete parcel size and dimensions. x/ Setbacks, side yards, easements, etc. d/ Other buildings or structures. - Grading, fills and/or drainage. .•.•... .. - �. Flood hazard.. a. i� Special conditions on creation map (Noise; SA.A., Fire Sprinklers, Water Tender; Trees, etc.). ' F.A.U. & F.A.S.soad setback. �3 Building or utilities across lot lines (Record form). FLOOR PLAN: Complete to scale plan with dimensions. 2. Required windows for light and ventilation (Section 1203) Required widows for second ext (Section 310.4). D Ad / Skylights (Section 2409 & 2603.7).ow d e �S Glazing in Hazardous Locations (Section 2406). .E� Required room sizes, ceiling heights (Section 310.6). G.F'C. I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. �� Location of water heaters, heating and cooling equipment, other electrical or gas equipment. l Garage Garage firewall, door size and closer (Section 302.4). Minimum of one TO" exterior door (Section 1004.6). Fireplace and wood stove location, alcoves and clearance. Smoke detectors (Section 310.9.1). Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS: 1 Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). 2. Standard bracing or engineered design (Section 2326.11.3). 3. Clerestory requiring balloon framing and/or engineering. / Three story building requiring engineered calculations and plans. , 5 Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. 9. Rafter ties or bearing ridge beam. Fireplace construction details and Calc. if necessary. Garage door and/or porch header sizes. 12. Stud heights. 13. Adobe soils - special foundation design. 14. Retaining walls requiring design. 15. Special Inspection requirements. 0 Header size. June 1997 3.2 NffSCELLANEOUS ITEMS TOi� JUT FOR: • I . Stairway details: landings, a.. and run, head clearance, handrails (Section 'mo,. ( Guardrail details (Section 509). { Brick or stone veneer (Section 1403). ,4� Exterior plaster - weep screeds (Section 2506). Proper roof pitch for roof covering (Section 1501).. Roof covering type - (fire hazard). - Foam insulation - protection. 36" halls and stairways. g� Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts. j4Y" Two exits on three - story dwellings (Section 1003). 11. Underfloor access and ventilation (Section 2317.7). Attic access and ventilation (Section 1505). f�j'C ge.cZ Combustion air for fuel burning appliances - L.P.G. requirements. y�. Noise requirements on duplexes. Energy design. r�0 Flashing at all exterior openings. -S� C .. y7� C.D.F. responsible area requirements. Automatic Fire Sprinkler Systems (Section 310.10) C / 19. For Wection Jacket: Y. /J Flood Hazard/Elevation Certificate (!% SRA Requirements Special Inspection Requirements � Automatic Fire Sprinklers :•,.. .. /� / , ce-n J. June 1997 3.2 B E A U T Y 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 Re: Building Permit # 99-1322 Expiration Date: 11-12-00 A.P.# 040-180-052 With reference to the above subject, our records indicate that your building permit expires on the above date and your permit falls into one of the category marked below: [X] Permit work started, but not completed. Permit may be renewed for '/z the original building permit fee (plus a $20.00 filing fee). The renewal permit will extend the building permit for an additional year from the original expiration date. Should you not renew your permit within 30 days of the expiration date, all work must cease until a new building permit has been issued. For your convenience, we are enclosing a renewal application form and owner -builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Please return all copies of the application forma [ ] No inspections have been made on permit work. Inspections are required to verify code compliance. We are unable to renew a permit where the work has not been started and inspected prior to permit expiration. After expiration of your permit, no work may be started until a new permit has been issued. [ ] A final inspection has not been made on permit work. Final inspection approval is required before occupancy. Our field inspector has verified that the building is occupied. Occupancy must cease until a final inspection can be made and final approval given. You have 30 days to voluntarily cease occupancy or to present an acceptable plan for abatement or corrective actions to be taken by you. If our records are in error or should you have any questions concerning this matter, please contact the CHICO office. Thank you for your prompt attention concerning this matter YWrs very truly, C. Vieira, C.B.O. Building Inspection MCV:lt Attachments Chico Office - 411 Main Street, Chico / 891=2751 Point System Summary: Climate Zone 11 O BUILDING DATA Conditioned Floor. Area Number of Stories Slab/Raised Floor Check all applicable Unit Type condition(s): [kr,single Family Detached (SFD) [. ] Addition Alone [ ] Single Family Attached (SFA) (j Ei'isting Building (J Multi -Family (MF) [ ] Existing -Plus -Addition SCORECARD Measures s, 1.. Ceiling Insulation lea b or R -value 381 U -value (0.028] 2. Wall Insulation ,�'�% or R -value (19] U -value (0.065) 3., Raised Floor Insulation or' R-value 1191 U -value [0.037] . . 4. Slab Edge Insulation or R -value (01 F2 tactor (0.75] 5. Infiltration Any Ducts in Unconditioned Space?�) [Y] 6. Fenestration Heat Loss 4-w 50 22„ Type U -value (0.65] es. Total % Fen[1,6] 7. Fenestration Heat Gain WOOD r✓� HC7AL GL.Oo % Fenestration SCshade open Eff. %_Fenes. Shade Eff. Ratio North .. x . _ ,3 •- ` �� East .�- si7- x - South 1., x West . Qj x Skylight 1 S x-�_ -- 4.0 Overhangs? ( Y/ N ) . S. Interior Thermal Mass • Fenestration North Area 1610 % East 3/ Z South 8) 2.5 West zO Z 12) Skylight Total `7 7-: Z� Z• �r 1.. Ceiling Insulation lea b or R -value 381 U -value (0.028] 2. Wall Insulation ,�'�% or R -value (19] U -value (0.065) 3., Raised Floor Insulation or' R-value 1191 U -value [0.037] . . 4. Slab Edge Insulation or R -value (01 F2 tactor (0.75] 5. Infiltration Any Ducts in Unconditioned Space?�) [Y] 6. Fenestration Heat Loss 4-w 50 22„ Type U -value (0.65] es. Total % Fen[1,6] 7. Fenestration Heat Gain WOOD r✓� HC7AL GL.Oo % Fenestration SCshade open Eff. %_Fenes. Shade Eff. Ratio North .. x . _ ,3 •- ` �� East .�- si7- x - South 1., x West . Qj x Skylight 1 S x-�_ -- 4.0 Overhangs? ( Y/ N ) . S. Interior Thermal Mass or % Exp. Slab 1201 Int Mass/ FA 9. Exterior Wall Mass 10. Heating System Ext wallMass -7 x AFUE or HSPF Duct Etfic. 11 story: Effective AFUE [78% or 6.81 0.83; 2+ sic 0.881 or HSPF 11. Cooling System x 10 SEER [10.01 Duct Effic. [1 s y Effective SEER 0.81; 2+ (story: 0.871 12. Water Heating System'1� Heater Pe nerpy actor Ext Ins.. R -value Auxiliary Input ISG60� 10.631 1121 (None) Point Scores Ned Sum 7-9 Zonal Control Adjustment [0] Zonal Control Adjustment [0] Sy�r�ti� l� Distribution [ST.DJ System 2 :sem__ Heater Type. (None] nerpy BGtor Ext Ins. R -value . Auxiliary Input °©istiitiution; P&&IntTotal)�. i^I'tEi��. , Form Revised January 1992 Point-Go$Ir�? I 1. t. Certificate of Compliance: Residential (Page 1 of 2) CF -1 R Proleet Title Dete Project Addiesa _ Building Permit # G�o�o�o.tr� � mos a-3¢S•/�<,/ Documentation Author Telephone Plan Check/ Date lNr Feld Check / Date Coflpilance Method (Packag , Point ystem or Computer) Climate Zone Entoroement Agency Use Only GENERAL INFORMATION Total Conditioned Floor Area:v Building Type: x Single Family Addition (check one or more) Multi -F it Existing -Plus -Addition Front Orientation: -.4,4 7� Nort� South est All Orientations (Input on in deg rde one.) Number of Dwelling Units: Floor Construction Type: Slab Raised FI (circle one or both) BUILDING SHELL INSULATION Construction Component - Insulation Assembly Location/Comments Type R -Value U -Value (attic to garage typical etc.) Wall .............. Wall .............. Roof ............. Roof ............. Floor ............. Floor ............. Slab Edge .... FENESTRATION . Shading Devices Fenestration Area Fenestration . Interior Exterior Overhang Framing Type Orientation (sfl U -Value_ (roller blind, etc.) (shadescreen, etc.) (yes/no) (metal/wood/vinyl) Front..... Front..... Left....... Left ....... ( ) Rear.... ( ) _ 3�Z. Rear..... Right..... ( ) Right.... Skylight ....... /. p Skylight ....... THERMAL MASS Type/Cdvering Area Thickness (slab/exposed, tile, etc.) (so (inches) Location/Description (kitchen bath etc.)' Revised December 1992 V 2,P% FI(y . 0 t -Certificate of Compliance: Residential (Page 2 of 2) CF -1 R EX. .mss �oE.✓GE �'LO,� . 9 Protect Title Date HVAC SYSTEMS Note: Input hydronic or combined hydronic data under Water Heating Systems, except Design Heating Load. Distribution Heating Equipment Minimum Type and Duct or Type (furnace, heat Efficiency Location Piping Thermostat pump, etc.) 0_1 Cooling Equipment Type (air conditioner, heat oumo, evao: cooli Minimum Efficiency etc.) R- U Dud Location Duct M Thermostat Heat Pump Configuration (split or Dackaae SQL l7— Configuration WATER HEATING SYSTEMS Energy' - External Rated' Tank Factor or, Tank Water Heater Distribution Number Input (kW Capacity Recovery Standby' Insulation TvDe Tvoe in Svstem or Btu/hr) (qallons) Efficiency Loss (%) R -Value 1. For small gas storage (rated input 5 75,000 Btu/hr), electric resistance and heat pump water heaters, list Energy Factor. For large gas storage water heaters (rated input 2 75,000 Btu/hr), fist Rated Input, Recovery Efficiency and Standby Loss. For Instantaneous gas water heaters, list Rated Input and Recovery Efficiency. SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) 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/Remarks section. es)gne r Owner (per Business & Professions Code) Documentation Author e: �1oA.,;,Al,* 421VSE Name: Tide/Firm:�'GL4= S� Tide/Firm: Address: Address: Telephone: 3¢S Telephone: Lic. #: (Signa re (date) (signature). (date) Enforcement Agency Name:c q y�f Title: � �'I f t Telephone: (signatureistamp) (date) � t� Revised December 1992 Mandatory Measures Checklist: Residential MF -1 R Y 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 binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION Building Envelope Measures * §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 framed walls (does not apply to exterior mass walls). * §150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised 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 California Energy Commission quality standards. Indicate type and form. §116.17: Fenestration Products, Exterior Doors and Infiltration/Exfiltration Controls a Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. §150(8): Vapor barriers mandatory;in Climate Zones 14 and 16 only. §150(f): Special infiltration barrier installed to comply with §151 meets Commission quality standards. §150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: .1 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.': Space Conditioning, Water Heating and Plumbing System Measures §110 -13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. §150(i): Setback thermostat on all applicable heating systems. §1506): Pipe and Tank Insulation 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater). . 2. First 5 feet of pipes closest to water heater tank, non -recirculating systems, insulated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 55°F insulated. 5. Piping insulated between heating source and indirect hot water tank. * §150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC Sections 1002 and 1004; ducts insulated 'to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems have backdraft or automatic dampers 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers.. §114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78%`thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36' pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spa.. 3. Pool system has directional inlets and a circulation pump time switch. §115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no continuously buring pilot light. (Exception: Non -electrical cooking appliance with pilot < 150 Btu/hr.) aL Lighting Measures Ran, §150(k): 40 lumens/watt or greater for general lighting in kitchens and rooms with water closets; and recessed ceiling fixtures IC (insulation cover) approved.' Revised January 1992 DESIGNER I ENFORCEMENT 3 4.3�d_- YC-j. /V, V. GLAZING PLAN TAKEOFF SHEET 70 V-7 Pf `3-5 Amw6 r Glazingr (al ( AN'rITYx Z,'3 360 - AREA(sQ.F-r.) (d)x 20¢° (e) x = Total North Glazing = (SQ.FT.) (a+b+c+d+e) TOTAL QUANTITY SIZEAREA NORTH TOTAL BLDG GLAZING FLOOORR AREA c/ 17 --g7 � 7 X SQ.FT. SQ.FT. CONVERSION TOTAL % FACTOR NORTH GLAZING . - 100 = 3-7 40W&"Glazing1`t. :;, ' QUANTITY x _ AREA (SQ. -FT.) (a) (b) x /00,6 = -70 p (c)—x (d) ✓L x (e) x = Total South Glazing =AM,& (SQ.FT. ) (a+b+c+d+e) T OTA L QUANTITY SIZEAREA TH TOTAL BLDG GLh�ING FLOOR AREA x SQ.FT. SQ'.FT. SQ -.FT.. CONVERSION TOTAL FACTOR SOUTH GLAZING x 100 = `/ 0 3-9 Skylights (a) QUANTITY x SIZE v o (b) x (C)" X, Total Skylights (a+b+c) TOTAL QUANTITY SIZEAREA SKYLIGHT TOTAL BLDG GLAZING FLOOR AREA (b) �F;L_ x32-st, x SQ.FT. SQ.FT. OWNER PERMIT NO. N _ AREA (SQ.FT.). (SQ.FT.) FOR M' 6 �—sT _ 3-6 �w�it Glazing QiJANTITY SIZE AgA (SQ.FT.) (b)✓ 3 xZ°7- = /Z (d) ✓ x /oG = L (e) r/� x Total East Glazing = Zo2— (SQ.FT.) ✓/ m���3 +d+e) TOTAL] Z��O EAST TOTAL BLDG CONVERSION TOTAL % GLAZING* FLOOR AREA FACTOR EAST GLAZING I — 7- x 100 = .� SQJ7. SQ.FT. 3-841&ta-GlazingC�7}�� QUANTITY SIZEAREA (SQ.FT.) (a) ✓ / x -5P,4-'0= 20 (b) �F;L_ x32-st, _ (c) x 11906 e5=.L (d)� (e) �— x 2-6SD -37 Total West Glazing = (SQ.FT.) (a+b+c+d+e) TOTt�/ Z o Zb WEST TOTAL BLDG CONVERSION TOTAL % GLAZING FLOOR AREA FACTOR WEST GLAZING 3�5� x 100 s1.FT. = , "Z V SQ.FT: CONVERSION TOTAL %. FACTOR SKYLIGHT GLAZING 100 • .�1Zo 3 Durr L7 ::7 �.ffjmr@), �ffll — / 11.70 to 14.20 SEER *18,500 to 60,000 Btuh (5.4 to 17.6 kW) Cooling Capacity 5 thru 5 Tons (5.3 thru 17.6 kW) *DOE and ARI Certified Ratings Application —The HS26 series condensing units feature extra high efficiency with minimum operating Sound levels. Units are applicable to expansion valve systems only. Units may be installed at ground level or on a roof. Units are adaptable to several blower powered and add-on evaporators providing a wide range of cooling capacities for selective sizing and application versatility. For evaporator unit data see tab Coils — Blower Coil Units in this section. Units are shipped completely factory assembled, piped and wired. In addition, each unit is test operated at the factory insuring proper operation. Installer has only to place condensing' unit in desired location, connect refrig- erant lines and make electrical connections to complete the job. Approvals — Condensing units have been tested in the Lennox Re- search Laboratory environmental test room and rated in accordance with ARI Standard 210/240-94. In addition, units have been sound rated in the Lennox reverberant sound test room in accordance with test conditions included in ARI Standard 270-95. Condensing units and components within are bonded for grounding to meet safety standards for servicing required by U.L. and C.E.C. Units are U.L. and U.L.C. listed. Developed in accordance with ISO 9002 quality standards. Equipment Warranty—The compressor has a limited warranty for ten years in residential installations and 5 years in non-residential installations. All other covered components have a limited warranty for five years in residential installations and one year in non-residential installations. Refer to Lennox Equipment Limited Warranty included with the unit for details. Copeland -D Compliant Scroll" Compressor—High efficiency compres- sor features durability, steady uniform suction flow, constant discharge flow, high volumetric efficiency, quiet operation and the ability to start under any system load. Use of the scroll compressor eliminates the need for crankcase heater, start capacitor and start relay. The compliant scroll type compressor is a simple compression concept design consisting of two involute spiral scrolls matched together to -generate a series of crescent-shaped gas pockets between them. During compression, one scroll is stationary while the other is allowed to orbit, not rotate, around the fixed one. As this motion occurs, gas is drawn into the outer pocket sealing off the open passage. As the spiral movement continues, the pockets between the scrolls are slowly pushed to the center of the scrolls while simultaneously being reduced in volume. When the pocket reaches ,,the center, the gas is now at high pressure and is forced out of a port located in the center of the fixed t scroll: During compression, several pockets are being compressed simul- taneously resulting in a smooth, nearly continuous compression f} cycle. Continuous flank contact, maintained by centrifugal force, mini- mizes -gas leakage and maximizes efficiency. The scroll compressor is tolerant to the effects of liquid slug- ging and contaminants. Should this occur, the scrolls separate and allow the liquid or contaminants to be worked to the center and discharged. Low gas pulses during com- pression minimize operational sound level. Motor is internally pro- tected from excessive current and temperature. Compressor is installed in the unit on resilient rubber mounts, assuring vibration free operation. (Continued) DUIIULIII 1f4 IUVGU September 1996 Supersedes April 1996 CERTIFICATIOTI APPLIES OtILY ISO 9002 REGISTERED WHEN tHE COI.IPLETE WORLD CLASS OUALITY SYSTEM IS LISTED WITH ARI S UL LISTED LISTED Typical Application <5 The maple leaf symbol in this bulletin denotes Canadian only usage where applicable ©1996 Lennox Industries Inc. NOTE — Due to Lennox' ongoing committment to quality, Specifications, Ratings and Dimensions subject to change without notice and without incurring liability. Durable Steel Cabinet -Heavy gauge galvanized steel cabinet is subject to a five station metal wash process. This preparation results in a perfect bonding surface for the finish coat of baked -on outdoor enamel. The attractive enamel finish gives the cabinet long lasting protection from rust and corrosion. Compressor and control box are located in a separate compartment insulated with thick fiberglass insulation. Compartment provides protection from the weather and keeps sound transmission at a minimum. Control box is conveniently located with all controls factory wired. Large removable panel provides service access. Drainage holes are provided in the base section for moisture removal. High density polyethylene base channels raise the unit off of the mounting surface away from damaging moisture. Non- corrosive PVC (polyvinyl chloride) coated steel wire condenser coil guard is furnished. Copper Tube/Enhanced Fin Coil - Lennox designed and fabricated coil is constructed of precisely spaced ripple -edged aluminum fins machine fitted to seamless copper tubes in a wrap around "U" shaped configuration providing extra large surface area with low air resistance. Lanced fins provide maximum exposure of fin surface to air stream resulting in excellent heat transfer. In addition, fins are equipped with collars that grip the tubing for maximum contact area. Precise circuiting provides uniform refrigerant distribution. Flared shoulder tubing connections and silver soldering provide tight, leak- proof joints. Long life copper tubing is corrosion -resistant and easy to field service. Coil is thoroughly factory tested under high pressure to insure leakproof construction. Entire coil is accessible for cleaning. Powerful Condenser Fan - Efficient direct drive fan moves large volumes of air uniformly through the entire condenser coil resulting in high refrigerant cooling capacity. Vertical discharge of air minimizes operating sounds and eliminates hot air damage to lawn and shrubs. Fan motor is inherently protected and totally enclosed for maximum protection from weather, dust and corrosion. A rain shield on the motor provides additional protection from moisture. Fan service access is accomplished by removal of fan guard. Corrosion resistant PVC (poly- vinyl chloride) coated steel wire fan guard is furnished as standard. Hi -Capacity Drier - Furnished as standard for field installation. Drier traps any moisture or dirt that could contaminate the refrigerant system. High Pressure Switch -Shuts off unit if abnormal operating conditions cause the discharge pressure to rise above setting. Switch protects compressor from excessive condensing pressure. Manual reset. Low Pressure Switch -Shuts off unit if suction pressure falls below set- ting. Provides loss of charge and freeze-up protection. Automatic reset. Timed -Off Control -Timed off control prevents compressor short - cycling and also allows time for suction and discharge pressure to equalize, permitting the compressor to start in an unloaded condition. Automatic reset control provides a five minute time delay between compressor shutoff and start-up. Refrigerant Line Connections, Electrical Inlets and Service Valves - Suction and liquid lines are located inside of the cabinet and are made with sweat connections. Fully serviceable brass service valves prevent corrosion and provide easy access to refrigerant system. Suction valve can be fully shut off, while the liquid valve may be backseated to manage refrigerant charge while servicing the system. Suction and liquid line service valves and gauge ports are located inside the cabinet. A thermometer well is located in the liquid line to check the refrigerant charge. Refrigerant line connections and field wiring inlets are all located in one central area of the cabinet. See dimension drawing. Thermostat (Optional) -Thermostat is not furnished with the unit and must be ordered extra. See Thermostats bulletin in Accessories section (U.S. only) and Lennox Price Book. Refrigerant Line Kits (Optional) - Lines are available in several lengths and must be ordered extra. See Refrigerant Line Kit table. The refrigerant lines (suction and liquid) are shipped refrigeration clean. Lines are cleaned, dried and pressurized at the factory and sealed. Suction line is fully insulated. L15 line sets are stubbed at both ends. Expansion Valve Kits (Optional) - Must be ordered extra and field installed on some matching evaporator units. See ARI Ratings table. Low Ambient Kit (Optional) -Condensing units will operate satisfacto- rily down to 45°F (7°C) outdoor air temperature without any additional controls. For cases where operation of the unit is required at low ambients a Low Ambient Control Kit LB-57113BC (24H77) can be added in the field, enabling it to operate properly down to 30°F (-1 °C). Mounting Base (Optional) -Rugged mounting base provides perma- nent foundation for condensing units. High density polyethylene structural material is lightweight, sturdy, sound absorbing and will withstand the rigors of the sun, heat, cold, moisture, oil and refrigerant. Will not mildew or rot. Can be shipped singly or in package of 6 to a carton. All models use MB2-L (69J07) 32 x 34 x 3 in. (813x 4 (813x76 mm) shipping weight 15 lbs. (7 kg) each. SPECIFICATIONS Model No. HS26-018 HS26-024 HS26-030 HS26-036 HS26-042 HS26-048 HS26-060 Net face area - sq. ft. (m2) Outer coil 11.9 (1.11) 11.9 (1.11) 16.0 (1.59) 16.0 (1.59) 16.0 (1.59) 18.2 (1.69) 21.6 (2.01) Inner coil 5.5 (0.51) 5.5 (0.51) 5.6 (0.52) 13.3 (1.24) 13.3 (1.24) 13.3(l.24) 20.8 (1.93) Condenser Coil Tube diameter - in. (mm) 5/16(7.9) 5/16(7.9) 5/16(7.9) 5/16(7.9) 5/16(7.9) 5/16(7.9) 5/16(7.9) No. of rows 1.48 1.48 1.36 1.86 1.86 1.75 ' 2 Fins per inch (m) 22 (866) 22 (866) 22 (866) 22 (866) 22 (866) 22 (866) 22 (866) Dia. - in. (mm) no. of blades 20(508)-4 20(508)-4 24(610)-3 24(610)-3 24(610)-3 24 (610) - 4 24 (610) - 4 Motor hp (W) 1/10(75) 1/6(124) 1/6(124) 1/6024) 1/6024) 1/4(187) 1/4(187) Condenser Fan Cfm (Us) 2500 (1180) 2450 (1155) 3150 (1485) 3150 (1485) 3000 (1415) 3900 (1840) 4200 (1980) Rpm 825 825 825 825 825 820 820 Watts 160 210 225 225 230 310 350 "Refrigerant - HCFC -22 charge furnished 4 lbs. 1 oz. (1.84 kg) 4 lbs. 1 oz. (1.84 kg) 5 lbs. 1 oz. (2.30 kg) 5 lbs. 13 oz. (2.64 kg) 6 lbs. 11 oz. (3.03 kg) 7 lbs. 5 oz. (3.32 kg) 10 lbs. 8 oz. (4.76 kg) Liquid line (o.d.) - in. (mm) sweat 3/8 (9.5) 3/8(9.5) 3/8(9.5) 3/8(9.5) 3/8(9.5) 3/8(9.5) 3/8(9.5) Suction line (o.d.) in. - (mm) sweat 5/806) 3/409) 3/4(19) 3/409) 7/8(22.2) 7/8(22.2) 1-1/8 (28.6) Shipping weight - lbs. (kg) 1 package 177 (80) 185 (84) 192 (87) 221 (100) 231 (105) 274 (124) 308 (140) *Refrigerant charge sufficient for 25 ft. (7.6 m) length of refrigerant lines. HS26 / Page 2 loo- • I A I L-1 ARI RATINGS Unit Size & N Model No. Sound Rating Number (db) *ARI Standard 210/240 Ratings Cooling Ca Total g p SEER EER Unit Btuh kW Watts Up -Flow Down -Flow Evaporator Coils Horizontal p * Valve Kit n Required 1.5 Ton HS26-018 (74) 18,900 5.5 12.10 10.85 1740 C26-21(FC) - - - - - - - - •Factory Installed 19,000 5.6 12.10 10.90 1740 C23-26(W)(FC) - - - - - - - - LB -85663) (26K34) 19,100 5.6 12.20 10.95 1740 C23-31(W)(FC) - - - - 19,300 5.7 12.30 11.05 1745 C26-26(W)(FC) - - - - ---- ---20,000 •Factory Installed 20,000 5.9 13.00 11.40 1750 C26-31(W)(FC) - - - - - - - - 19,500 5.7 13.00 11.55 1685 C26-26(W)(FC)+G25MV3 - - - - 20,400 6.0 13.40 12.05 1695 C26-31(W)(FC)+G25MV3 - - - - - - - - 18,500 5.4 11.85 10.65 1735 - - - - CR26-21 - - - - LB -85663J (26K34) 19,700 5.8 12.55 11.25 1750 - - - - CR26-31 ---- ---1.5 20,400 6.0 13.00 11.55 1765 - - - - CR26-41(N)(W) 18,800 5.5 12.40 11.20 1680 - - - - CR26-21+G25MV3 - - - - 19,900 5.8 13.20 11.80 1690 - - - - CR26-31+G25MV3 - - - - 18,500 5.4 11.80 10.65 1735 - - - - - - - - CH23-21 18,700 5.5 12.00 10.75 1740 - - - - - - - - CH23-31 19,600 5.7 12.60 11.15 1760 - - - - - - - - CH23-41 20,200 5.9 13.00 11.45 1765 - - - - - - - - CH23-51 Btuh kW SEER EER Watts Blower Coil Units Valve 18,900 5.5 1 12.15 10.90 11735 C829M-21/26 (Multi -Position) *Factory Installed 20,200 5.9 12.85 11.55 1750 C830M-21/26 (Multi -Position) ,800 6.1 13.35 12.00 1735 CB30M-31 (Multi -Position) F19,000 5.6 12.00 10.70 1775 4 CVP10-26/EC10Q3 Btuh kW SEER EER Watts Evaporator Coils Valve 22,600 6.6 1 12.10 10.70 1 2115 C26-21(FC) - - - - - - - - *Factory Installed 23,400 6.9 12.10 10.75 2180 C23-26(W)(FC) - - - - ---- --- LB -85663J (26K34) 23,800 23,800 7.0 12.25 10.90 2185 C23-31(W)(FC) - - - - - - - - 24,000 7.0 12.35 11.00 2185 C23-41(W)(FC) - - - - ---- ---24,000 --- 24,000 7.0 12.35 11.00 2185 C26-26(W)(FC) - - - - ---- 25,200 25,200 7.4 12.85 11.40 2205 C26-31(W)(FC) - - - - --- ---- •Factory Installed 25,200 7.4 13.10 11.40 2205 C26-41(FC) - - - - - - - - 25,200 --- 25,200 7.4 13.50 11.90 2115 C26-31(W)(FC)+G25MV3 - - - - ---- 25,400 25,400 7.4 13.85 12.25 2075 C26-31(W)IFCl+G21 V3 - - - - ---- ---22,200 22,200 6.5 11.70 10.40 2135 - - - - CR26-21 - - - - 2 Ton 24,400 7.1 12.60 11.15 2190 - - - - CR26-31 - - - - HS26-024 (74) 25,000 7.3 13.00 11.40 2190 - - - - CR26-41(N)(W) - - - - LB-85663J126K34► 24,600 7.2 13.25 11.65 2115 - - - - CR26-31+G25MV3 - - - 22,400 6.6 11.80 10.50. 2135 - - - - - - - - CH23-21 23,200 6.8 12.00 10.65 2180 - - - - - - - - CH23-31 24,200 7.1 12.55 11.00 2200 - - - - CH23-41 25,200 7.4 13.00 11.40 2210 CH23-51 Btuh kW SEER EER Watts Blower Coil Units Valve 23,000 6.7 12.05 10.75 2145 CB29M-21/26 (Multi -Position) 23,600 6.9 12.20 10.85 2175 C1329M-31 (Multi -Position) *Factory Installed 24,800 7.3 12.80 11.30 2190 CB30M-21/26 (Multi -Position) 25,600 7.5 13.55 12.10 2115 C830M-31 (Multi -Position) 25,800 7.6 14.00 12.50 2060 CB31MV-41 (Multi -Position) 23,200 6.8 11.85 10.55 2195 0 CVP10-26/EC10Q3 *Rated in accordance with ARI Standard 210/240; 95°F (35'C) outdoor air temperature, 80°F (27'C) db / 67'F (19°C) wb entering evaporator air with 25 ft. (7.6 m) of connecting refrigerant lines. "Sound Rating Number rated in accordance with test conditions included in ARI Standard 270. '" Kit is required and must be ordered extra, unless shown as factory installed. *Furnished as standard with coil. NOTE - Shaded area denotes most popular evaporator coil. HS26 / Page 3 ► Unit Size & Model No. *Sound Rating Number (db) *Rated *ARI Standard 210/240 Ratings Cooling Ca Total g p SEER EER Unit Btuh kW Watts Up -Flow Down -Flow Evaporator Coils Horizontal "Ex ansion Valve Kit Required 2.5 Ton HS26-030 (76) 28,200 8.3 12.15 10.65 2645 C23-26(W)(FC) - - - - - - - - LB -85663J (26K34) 29,400 8.6 12.50 10.90 2695 1 C26-26(W)(FC) - - - - - - - - *Factory Installed 29,400 8.6 1 12.40 10.85 2710 C23-31(W)(FC) - - - - - - - - LB-85663J(26K34) 29,600 8.7 12.50 10.90 2715 C23-41(W)(FC) - - - - - - - - 31,000 9.1 13.05 11.35 2725 C26-31(W)(FC) - - - - - - - - *Factory Installed 31,200 9.1 13.15 11.45 2725 C26-41(FC) - - - - - - - - 31,600 9.3 13.10 11.40 2770 C26-46(FC) - - - - - - - - --- 31,600 9.3 13.75 11.95 2640 C26-41(FC)+G25MV3 - - - - ---- 31,600 31,600 9.3 13.75 12.10 2610 C26-41(FC)+G21 V3 - - - - ---- --- 30,400 30,400 8.9 12.80 11.20 2715 - - - - CR26-31 ---- --- LB -85663J (26K34) 31,200 31,200 9.1 • 13.05 11.45 2725 - - - - CR26-41(N)(W) ---- ---31,200 31,200 9.1 13.00 11.30 2765 - - - - CR26-51(N)(W) - - - - 31,400 9.2 13.65 11.90 2640 - - - - CR26-41(N)(W)+G25MV3 - - - - 28,600 8.4 12.05 10.55 2705 - - - - - - - - CH23-21 29,000 8.5 12.20 10.70 2705 - - - - - - - - CH23-31 30,200 8.8 12.75 11.10 2720 - - - - - - - - CH23-41 Btuh kW SEER EER Watts Blower Coil Units Valve 27,600 8.1 11.75 10.30 2675 CB29M-21/26 (Multi -Position) •Factory Installed 29,200 8.6 12.40 10.90 2685 CB29M-31 (Multi -Position) 29,800 8.7 12.50 10.90 2730 CB29M-41 (Multi -Position) 30,200 8.8 12.95 11.30 2670 CB30M-21/26 (Multi -Position) 31,600 9.3 13.70 12.00 2630 CB30M-31 (Multi -Position) 31,600 9.3 13.50 11.80 2675 CB30M-41 (Multi -Position) 32,000 9.4 13.60 11.90 2685 CB30M-46 (Multi -Position) 32,000 9.4 14.05 12.45 2575 CB31MV-41 (Multi -Position) 29,600 8.7 12.40 10.85 2730 0 CVP10-31/EC10Q3 30,000 8.8 12.65 11.00 2730 4 CVP10-41/EC10Q3 Btuh kW SEER EER Watts Evaporator Coils Valve 33,400 9.8 12.35 10.75 3110 C23-31(W)(FC) - - - - ---- ---34,600 34,600 10.1 12.50 10.85 3190 C23-41(W)(FC) - - - - LB -85663J (26K34) 35,000 10.3 13.10 11.30 3100 C26-31(W)(FC) - - - - - - - - *Factory Installed 35,000 10.3 12.80 11.10 3160 C23-46(FC) - - - - - - - - LB -85663J (26K34) 36,000 10.5 13.20 11.35 3165 C26-41(FC) - - - - ---- --- HS26-036 3Ton (74) 136,200 36,200 10.6 13.15 11.45 3165 C26-46(FC) - - - - *Factory Installed 36,400 10.7 13.30 11.50 3170 C23-51(FC) - - - - - - - - LB -85663J (26K34) 37,000 10.8 13.45 11.65 3170 C26-51(FC) - - - - - - - - •Factory Installed 37,200 10.9 13.50 11.70 3175 C23-51/65(FC) - - - - - - - - LB -85663J (26K34) 37,000 10.8 13.70 11.80 3130 C26-51(FC►+G21 V3 - - - - ---- ---37,000 *Factory Installed 37,000 10.8 13.70 11.80 3130 C26-51(FC)+G25MV3 - - - - 34,400 10.1 12.80 1.1.10 3095 - - - - CR26-31 - - - - LB -85663J (26K34) 36 1000 10.51 13.10 11.35 3165 - - - - CR26-41(N)(W) --- 35,600 10.4 13.00 11.25 3165 - - - - CR26-51(N)(W) ---- 35,800 10.5 13.20 11.45 3125 - - - - CR26-51(N)(W)+G25MV3 - - - - 35,800 33,000 9.7 12.25 10.60 3110 CH23-31 35,200 10.3 12.85 11.15 1 3160 - - - - CH23-41 36,200 10.6 13.20 11.45 3165 - - - - CH23-51 Btuh kW SEER EER Watts Blower Coil Units Valve 33,000 9.7 12.20 10.60 3105 CB29M-31 (Multi -Position) 34,400 10.1 12.50 10.80 3185 CB29M-41 (Multi -Position) 35,600 10.4 13.50 11.70 3045 CB30M-31 (Multi -Position) 36,000 10.5 13.10 11.40 1 3165 CB29M-46 (Multi -Position) 36,400 10.7 1 13.50 11.65 3125 C1330M-41 (Multi -Position) *Factory Installed 37,000 10.8 14.00 12.20 3040 CB31MV-41 (Multi -Position) 36,600 10.7 13.80 11.95 3065 CB30M-46 (Multi -Position) --- 35,000 10.3 12.70 11.00 3180 q CVP10-41/EC10Q3 I - - - ---- *Rated in accordance with ARI Standard 210/240; 95°F (35°C) outdoor air temperature, 801F (27°C) db / 67°F (19°C) wb entering evaporator air with 25 ft. (7.6 m) of connecting refrigerant lines. "Sound Rating Number rated in accordance with test conditions included in ARI Standard 270. " Kit is required and must be ordered extra, unless shown as factory installed. *Furnished as standard with coil. NOTE - Shaded area denotes most popular evaporator coil. HS26 / Page 4 jp� e 0, ARI RATINGS Unit Size & w Model No. Sound Rating (db) *ARI Standard 210/240 Ratings Up -Flow Down -Flow Horizontal "Expansion Vafve Kit Evaporator Coils Required Cooling Cap. SEER EER Total Unit Watts Btuh kW 39,000 11.4 12.15 10.55 3695 C23-41(W)(FC) - - - - - _ - _ 40,500 11.9 12.45 10.75 3775 C23-46(FC) LB 85663K (26K35) *Factory Installed 42,000 12.3 12.75 11.00 3810 C26-41(FC) - - - - - - - - 42,000 12.3 12.70 11.05 3805 C23-51(FC) - - - -LB-85663K (26K35) 42,000 12.3 12.80 11.00 3810 C26-46(FC) - - - _ ---- _-_42,500 •Factory Installed 42,500 12.5 12.85 11.15 3815 C26-65(FC) - - - - - - - - 43,000 12.6 13.15 11.25 3820 C26-51(FC) - - - - ---- _--43,500 43,500 12.7 13.20 11.35 3830 C23-51/65(FC) - - - - LB 85663K (26K35) 3.5 Ton HS26-042 (76) 44,000 12.9 13.30 11.50 3835 C26-65(FC)EAP _ - _ _ ---- ---43,500 •Factory Installed 43,500 12.7 13.35 11.55 3760 C26-51(FC)+G21V5 - - - - ----- _-_43,500 43,500 12.7 13.35 11.55 3760 C26-51(FC)+G25MV5 - - - - 44,000 12.9 13.85 11.80 3720C26-65(FC)EAP+G21V5 ---- -__44,000 44,000 12.9 13.85 11.80 3720 C26-65(FC)EAP+G25MV5 - - - - ---- -__40,500 40,500 11.9 12.75 10.90 3720 - - - - CR26-41(N)(W) ---- -__42,000 LB -85663K (26K35) 42,000 12.3 12.75 11.05 3810 - - - - CR26-51(N)(W) 43,500 12.7 13.10 11.35 3825 - - - - CR26-65(N)(W) 42,000 12.3 13.05 11.20 3750 - - - - CR26 51(N)(W)+G25MV5 40,500 11.9 12.60 10.85 3735 - - - - - - - - CH23-41 42,500 12.5 12.85 11.15 3810 - - - - - - - - CH23-51 43,000 12.6 13.00 11.25 3820 - - - - - - - - CH23-65 44,000 12.9 13.25 11.50 3835 - - - - - - - - CH23-68 44,000 112.9-113.85 11.80 3720 - - - - - - - - CH23-68+GSR21V5 44,000 1 12.9 13.85 11.80 3720 - - - - CH23-68+G25MV5 Btuh kW SEER EER Watts Blower Coil Units Valve 40,000 11.7 12.10 10.50 3805 C629M-41 (Multi -Position) *Factory Installed 42,000 12.3 12.80 11.05 3795 CB29M-46 (Multi -Position) 42,000 12.3 12.50 10.75 3915 C629M-51 (Multi -Position) 42,000 12.3 13.25 11.35 3710 CB30M-41 (Multi -Position) 42,500 12.5 13.30 11.45 3710 C831MV-41 (Multi -Position) 42,500 12.5 13.30 11.45 3710 CB30M-46 (Multi -Position) 43,500 12.7 13.50 11.65 3735 C830M-51 (Multi -Position) 44,000 12.9 13.55 11.65 3775 CB30M-65 (Multi -Position) 44,000 12.9 14.00 12.10 3635 CB31MV-51 (Multi -Position) 44,500 13.0 14.20 12.20 3640 CB31MV-65 (Multi -Position) 41,500 12.2 12.65 10.95 3790 4 CVP10-46/EC10Q4 - - - - Laiivciv < lvrwv, au r ioo t,) outdoor air temperature, 8u -F (27'C) db / 67°F (19°C) wb entering evaporator air with 25 ft. (7.6 m) of connecting refrigerant lines. *Sound Rating Number rated in accordance with test conditions included in ARI Standard 270. ** Kit is required and must be ordered extra, unless shown as factory installed. *Furnished as standard with coil. NOTE - Shaded area denotes most popular evaporator coil. HS26 / Pace 5 ► Unit Size & Model No. *Sound Rating Number (db) *ARI Standard 210/240 Ratings Cooling Cap. Total SEER EER Unit Btuh kW Watts Up -Flow Down -Flow Evaporator Coils Horizontal *•Expansion Valve Kit Required CH23-68 45,500 13.3 12.00 10.40 4365 C23-46(FC) 13.50 ---- LB -85663 (26 35) - - - - - - - - 45,500 13.3 12.20 10.60 4300 C26-41(FC) - - - - - - - - 46,500 13.6 12.50 10.90 4270 C831MV-41 (Multi -Position) 47,500 13.9 12.50 10.65 4450 C26-46(FC) 47,000 13.8 12.00 10.20 4600 CB29M-51 (Multi -Position) •Factory Installed 47,500 13.91 12.50 10.65 1 4455 C23-51(FC) ---- ---- LB-85663K(26K35) 13.00 49,000 14.41 12.80 10.95 4470 C26-65(FC) - - - - eFactory Installed 49,000 14.41 49,000 14.4 1'13.00 10.95 4475 C23-51/65(FC) - - - - LB -85663K (26K35) 49,000 14.41 13.00 10.95 4475 C26-51(FC) Btuh kW I Btuh SEER EER 50,000 14.71 13.10 11.10 4500 C26-65(FC)EAP Evaporator Coils 49,000 14.41 13.35 11.35 4315 1 C2&65(FC►+G25MV5 ---- ---49,000 Valve 49,000 14.4 13.35 11.35 4310 C26-65(FC)+G21V5 - - - - - - - 12.15 49,000 14.4 13.55 11.35 4325 C26-51(FC)+G25MV5 - - - - LB-85663K(26K35) •Factory Installed 49,000 14.4 13.50 11.35, 4320 C26-51(FC)+G21V5 - - - - ---- ---50,000 57,000 16.7 12.20 10.55 5410 C26-65(FC) - - - - 50,000 14.7 13.50 11.50 4345 C26-65(FC)EAP+G25MV5 - - - - •Factory Installed 55,500 16.31 12.55 10.75 5170 C26-65(FC)+G21V5 50,000 14.7 13.50 11.50 4345 C26-65(FC)EAP(+G21V5 54,500 54,500 16.0 12.00 10.30 5295 - - - - CR26-51(N)(W) - - - - 11 47,000 13.8 12.50 10.55 4450 - - - - CR26-51(N)(W) I - - - - - - - - /i x naicu iau�vivaii�c wiui rani oia'.ivaiu t iu/crv, au r 1JJ �/ -U-1 aii uv , tc, 11 -1 v, I t 1. 1, vvv c.„.....0 -.1- connecting vcN-connecting refrigerant lines. i *Sound Rating Number rated in accordance with test conditions included in ARI Standard 270. ** Kit is required and must be ordered extra, unless shown as factory installed. •Furnished as standard with coil. NOTE - Shaded area denotes most popular evaporator coil. HS26 / Page 6 ► 50,000 14.7 13.10 11.10 4505 CH23-68 50,000 14.71 13.50 11.50 4345 - - - - CH23-68+G25MV5 50,000 14.71 13.50 11.50 4345 - - - - - - - - CH23-68+GSR21V5. Btuh kW I SEER EER Watts Blower Coil Units Valve 46,500 13.6 12.50 10.95 4245 30 -41 (Multi -Position) 46,500 13.6 12.50 10.90 4270 C831MV-41 (Multi -Position) 46,500 13.6 12.20 10.30 4505 CB29M-46 (Multi -Position) 47,000 13.8 12.50 10.85 4330 CB30M-46 (Multi -Position) 47,000 13.8 12.00 10.20 4600 CB29M-51 (Multi -Position) 47,500 13.9 12.30 10.55 4500 CB29M-65 (Multi -Position) 49,000 14.4 13.00 11.10 4405 CB30M-51 (Multi -Position) *Factory Installed 49,000 14.41 13.50 11.35 4310 CB31MV-51 (Multi -Position) _ 49,000 14.41 13.00 11.15 4400 CB30M-65 (Multi -Position) 49,500 14.51 13.50 11.45 4325 CB31 MV -65 (Multi -Position) 46,000 13.51 12.50 10.60 4330 O CVP10-51/EC10Q4 - - - - - - - - 47,500 13.91 12.25 10.40 4565 O CVP10-65/EC10Q5 I - - - - --- I ---- Btuh kW I Btuh SEER EER Watts Evaporator Coils Valve 5 Ton HS26-060 (76) 55,500 16.3 12.15 10.45 5300 C26-46(FC) - - - - - - - - *Factory Installed 56,000 16.4 12.20 10.50 5330 C23-51(FC) ---- LB-85663K(26K35) 57,000 16.7 12.40 10.60 5370 C26-51(FC) *Factory Installed 57,000 16.7 12.20 10.55 5410 C26-65(FC) - - - - ---- ---58,500 58,500 17.1 12.30 10.65 5505 C23-51/65(FC) LB-85663K(26K35) 60,000 17.6 13.00 11.00 5455 C26-65(FC)EAP - - - - •Factory Installed 55,500 16.31 12.55 10.75 5170 C26-65(FC)+G21V5 56,500 16.6 12.45 10.65 5295 C26-65(FC)+G25MV5 - - - - 58,500 17.1 13.30 11.25 5210 C26-65(FC)EAP+G21V5 - - - - --- ---- --- 59,500 17.4 13.20 11.15 1 5335 C26-65(FC)EAP+G25MV5 ---- 59,500 54,500 54,500 16.0 12.00 10.30 5295 - - - - CR26-51(N)(W) - - - - LB 85663K (26K35) 56,500 16.6 12.40 -10.60 5330 - - - - CR26-65(N)(W) - - - - 57,500 16.9 12.70 10.85 5305 - - - - CR26-65(N)(W)+G25MV5 56,500 16.61 12.20 10.45 5410 - - - - - - - - CH23-51 57,000 16.7 12.30 10.55 5410 - - - - - - - - CH23-65 60,000 17.6 13.00 11.00 5455 CH23-68 58,500 17.1 13.30 11.25 5210 - - - - CH23-68+GSR21 V5 59,500 17.4 13.20 11.15 5335 - - - - - - - - CH23-68+G25MV5 Btuh kW SEER EER Watts Blower Coil Units Valve 55,500 16.3 11.75 10.15 5475 B29 -51 (Multi -Position) 56,000 16.41 12.05 10.40 5390 CB29M-65 (Multi -Position) 57,500 16.9 12.65 10.85 5290 CB30M-51 (Multi -Position) *Factory Installed 57,500 16.9 13.00 11.10 5170 CB31MV-51 (Multi -Position) 60,000 17.6 13.0011.10 5410 CB30M-65 (Multi -Position) 60,000 17.6 13.30 1 11.40 15260 1 C831MV-65 (Multi -Position) /i x naicu iau�vivaii�c wiui rani oia'.ivaiu t iu/crv, au r 1JJ �/ -U-1 aii uv , tc, 11 -1 v, I t 1. 1, vvv c.„.....0 -.1- connecting vcN-connecting refrigerant lines. i *Sound Rating Number rated in accordance with test conditions included in ARI Standard 270. ** Kit is required and must be ordered extra, unless shown as factory installed. •Furnished as standard with coil. NOTE - Shaded area denotes most popular evaporator coil. HS26 / Page 6 ► •�1 r� r ELECTRICAL DATA A Model No. HS26-018 HS26-024 HS26-030 HS26-036 HS26-042 Line voltage data - 60hz 208/230v 1ph 208/230v 1ph 208/230v 1ph 208/230v 1ph 208/230V 3ph 208/230v 1ph 208/230v 3ph Compressor Rated load amps 8.4 10.3 13.5 16.0 10.3 18.0 12.5 Compressor Power factor 0.97 0.96 0.96 0.96 0.82 0.94 0.82 1.7 Locked rotor amps 47 56 72.5 88 77 104 88 Condenser Coil Fan Motor Full load amps 0.8 1.1 1.1 1.1 1.1 1.1 1.1 Locked rotor amps 1.6 2.0 2.0 2.0 2.0 2.0 2.0 Rec. max. fuse or circuit breaker size (amps) 15 20 30 35 20 40 25 *Minimum circuit ampacity 13 14 18 21.3 1 14 23.6 16.4 *Refer to National or Canadian Electrical Code manual to determine wire, fuse and disconnect size requirements. NOTE - Extremes of operating range are plus 10% and minus 5% of line voltage. Model No. Length of Line Set Suction & Liquid Lines Model No. ft. --Fm HS26-048 Suction Line (o. d.) in. HS26-060 in. Line voltage data - 60hz 208/230v 1ph 208/230v 3ph 460v 3ph 208/230v tph 208/230v 3ph 460v 3ph Compressor Rated load amps 23.7 13.5 7.4 28.8 17.4 9.0 Power factor .97 .87 .87 .97 .85 .85 Locked rotor amps 129 99 49.5 169 123 62 Condenser Coil Fan Motor Full load amps 1.7 1.7 1.1 1.7 1.7 1.1 Locked rotor amps 3.1 3.1 2.2 3.1 3.1 2.2 Rec. max. fuse or circuit breaker size (amps) 50 30 15 60 40 20 *Minimum circuit ampacity 31.4 18.6 10.4 1 37.7 23.5 12.4 *Refer to National or Canadian Electrical Code manual to determine wire, fuse and disconnect size requirements. NOTE - Extremes of operating range are plus 10% and minus 5% of line voltage. fRELD WIRING rDISCONNECT, r , rDISCONNOT" SWITCH I THOplMOS AT I SWITCH L (By Others I L (By Others) J LENNOX v LENNOX CONDENSING HEATING UNIT UNIT OR *BLOWER COIL EVAPORATOR UNIT REFRIGERANT LINE KITS Condensing Model No. Length of Line Set Suction & Liquid Lines Model No. ft. --Fm Liquid Line (o. d.) Suction Line (o. d.) in. mm in. mm HS26-018 L15-26-20 20 6 3/8 9.5 5/8 15.9 L15-26-25 25 8 L15-26-35 35 11 L15-26-50 50 15 HS26-024 HS26-030 HS26-036 L15-41-20 20 6 3/8 9.5 3/4 19 L15-41-30 30 9 L15-41-40 40 12 L15-41-50 50 15 HS26-042 HS26-048 L1565-30 30 9 3/8 9.5 7/8 22.2 [Ltl5-65-4-0 40 12 L15-65-50 50 15 HS26-060 *Not available 3/8 1 9.5 1-1/8 22.2 *Field fabricate. A - Two or Three Wire Power (not furnished) B - Two or Three Wire Power (not furnished) - See Electrical Data C - Two Wire Low Voltage (not furnished) - 18 ga. minimum D - Four Wire Low Voltage (not furnished) - 18 ga. minimum All wiring must conform to NEC or CEC and local electrical codes. INSTALLATION CLEARANCES - inches (mm) NOTE -48 inches (1219 mm) clearance required on top of unit. *NOTE -Two sides of coil may be 12 inches (305 mm). HS26 / Page 7 loo. DIMENSIONS - inches (mm) i• ELECTRICAL INLET 4 AIR INLETS TOP VIEW B SUCTION LINE C INLET (HS26-018 thru 042 DISCHARGE '* AIR LIQUID INLET LINE (HS26-048-060) O O A 4-1/2014) LIQUID O - LINE INLET HS26-018 thru 042 f�_:00_ SUCTION D 2 9 LINE INLET (6 (HS26-048-060) H 2-3/4(70) F _I 4-7/8 (22) 4 -tet 4 2_11. 2 1-3/8 (102) (102) (51) G (51) (35) log E 6-1/16 ACCESS VIEW (154) SIDE VIEW Model No. 11 A u INLET a AIR HS26-018, HS26 024 in. 27-7/8 25-7/8 29-7/8 12-1/4 22-7/16 14-7/16 22U3 1/8 N 2-7/8 mm 708 657 759 311 570 367 95°F (35°C) 105°F(41°C) HS26-030, Volume Total Com- Cooling Sensible To Total Sensible Total Com- Total Sensible To Total 115°F (46°CI Total Sensible Ta 562 73 HS26-036, in. 30-7/g 32-1/8 34-1/16 12-3/4 26 5/8 18 5/8 28 1/8 3-7/8 HS26-042 mm in. 784 34-7/8 816 32-1/8 865 34-1/16 324 13 3/4 676 26 5/8 473 18 5/8 718 98 HS26 048 in. 886 40 7/8 816 32-1/8 865 34-1/16 349 19-13/16 676 26 5/8 473 18 5/8 �281/83-7/8mm Z98Q HS26 060 5-1/2 140 7-1/2 191 0 NOTE- For Temperatures and Capacities not shown in tables, see bulletin -Cooling Unit Rating Table Correction Factor Data in Miscellaneous 1760 1.88 11.00 1.00 HS26-018 - C26-21(FC) Engineering Data section. Enter- 1.61 1.77 .92 1760 Outdoor Air -Temperature Entering Outdoor Coil ing Total Air 85°F (29'C) 95°F (35°C) 105°F(41°C) Wet Bulb Volume Total Com- Cooling Sensible To Total Sensible Total Com- Total Sensible To Total 115°F (46°CI Total Sensible Ta pressor Capacity Motor Ratio (SIT) Cooling Com- To Total Capa preRatio (S/T) Pressor p tyRatio IS/TI Cooling Com - To Total urrer• Watts Dry Bulb Capacityl Watts Dry BulbWatts tor Dry Bulb pressor Capacity Motor Rat o (S/TI L/s cfm kW Btuh Input 5'F 80°F 85°F 24°C 27cC 29cC kW Btuh Input 75°F 80°F 85°F 75'F 80' 85'F kW Btuh Input Watts pry Bulb 5°F80°85=1` 190 400 5.2 17,700 1170 24cC 27cC 29cC 24°C 27cC29'C kW Btuh Input 63°F 285 600 .68 .79 .90 5.0 17,200 1340 .69 .80 .92 4.9 16,600 1530 .69 .82 .93 4.7 15,900 1740 ?83 (17.2°C) 5.6 19,200 1180 .76 .90 1.00 5.5 1RR_nn iZGn -,-, n� , „� �., -- .70 95 B7'F d600 v ov .00 ./6 5.4 18400 1350 .55(19.4°CI 2856.0 20,400 1190 59 73 87 58 19,700 1360900 1550 3756.2 21,100 1200 .63 81 96 60 20,400 1370 .64 .83 .97 5.7 19,600 1550 71°F 7906.0 20,400 1190 42 52 62 5.8 19,800 1360 .42 .53 .63 5.6 19,000 1550 (21.7°C) 2856.4 21,700 1200 .43 57 71 6.2 21,000 1370.43 .58 .72 5.9 20,200 1560 3756.6 22,400 1210 .45 .62 .79 6.4 2 t 700 1380 .45 .63 .80 6.1 20 S00 1560 NOTE - All values are gross capacities and do not include indoor coil blower motor heat deduction. HS26 / Page 8 1750 1.80 1.95 11.001 1760 1.88 11.00 1.00 1750 1.56 1.68 .80 1760 1.61 1.77 .92 1760 .67 .SB tnn /i • • E, M7;:;1I _� UOL CERTIFICATION APPLIES ONLY LISTED WHEN THE COMPLETE SYSTEM IS LISTED WITH ARI Up To 15.60 SEER Bulletin #210123 October 1996 *22,400 to 43,200 Btuh (6.5 to 12.7 M) Cooling Capacity 2 thru 3.5 Tons (7.0 thru 12.3 M) 'DOE and ARI Certified Ratings CUL (M S ISO 9002 REGISTERED LISTED WORLD CLASS QUALITY Typical Application Applications • SEER'S Lip to 15.60. • 2 through 3.5 Ton (7.0 through 12.3 kW) sizes. • Single phase power supply. • Vertical air discharge allows concealment behind shrubs at grade level or Out of sight on a roof. • Matching blower powered or add-on furnace evaporator units provide a wide range of cooling capacities and applications. See ARI Ratings table. • For evaporator unit data, see Coils – Blower Coil Units, this section. • Units shipped completely factory assembled, piped and wired. Each unit is test operated at the factory insuring proper operation. • Installer Must set condensing unit, connect refrigerant lines and make electrical connections to complete job. Approvals • Rated in accordance with ARI Standard 210/240-94. • Sound rated in Lennox reverberant sound test room in accordance with test conditions included in ARI Standard 270-95. • Tested in the Lennox Research Laboratory environmental test room. • Rated according to U.S. Department of Energy (DOE) test procedures. • Condensing units and components within bonded for grounding to meet safety standards for servicing required by U.L., N.E.C. and C.E.C. • Units are U.L. and U.L.C. listed. • Developed in accordance with ISO 9002 quality standards. Equipment Warranty • Compressor — Ten years (residential applications), five years (non-residential applications). • All other covered components — Five years (residential applications), one year (non-residential applications). • Refer to Lennox Equipment Limited Warranty certificate included with unit for specific details. Copeland' Compliant Scroll Compressor • Compressor features high efficiency with uniform Suction flow, constant discharge flow and high volumetric efficiency and quiet operation. • Scroll compressor technology eliminates need for crankcase heater, start capacitor and start relay. • Compressor consists of two invo- lute spiral scrolls matched together to generate a series of crescent shaped gas pockets between them. • During compression, one scroll re- mains stationary while the other scroll orbits around it. • Gas is drawn into the outer pocket, the pocket is sealed as the scroll ro- tates. • As the spiral movement contin- ues, gas pockets are pushed to the center of the scrolls. Volume be- tween the pockets is simultaneously reduced. • When pocket reaches the center, gas is now at high pressure and is forced out of a port located in the center of the fixed scrolls. • During compression, several pockets are compressed simulta- neously resulting in a smooth con- tinuous compression cycle. • Continuous flank contact, maintained by centrifugal force, minimizes gas leakage and maximizes efficiency. • Scroll compressor is tolerant to the effects of slugging and contaminants. If this occurs, scrolls separate, allowing liquid or contaminants to to be worked toward the center and discharged. • Low gas pulses during compression reduces operational sound levels. • Compressor motor is internally protected from excessive current and temperature. • Compressor is installed in the unit on resilient rubber mounts for vibration free operation. 0 The maple leaf symbol in this bulletin denotes Canadian only usage where applicable 01996 Lennox Industries Inc. NOTE — Due to Lennox' ongoing committment to quality, Specifications, Ratings and Dimensions subject to change without notice and without incurring liability. ` ,� FEATURES Unit Cabinet Low Pressure Switch • Heavy gauge steel cabinet with five station metal wash process. • Automatic reset switch shuts off unit if suction pressure falls • Baked -on outdoor enamel paint finish provides superior rust and below setting. Provides loss of charge and freeze-up protection. corrosion protection. Timed -Off Control • Painted base section. • Prevents compressor short -cycling and allows time for suction . • Compressor and control box are located in a separate and discharge pressure to equalize. compartment insulated with thick fiberglass insulation. • Permits compressor start-up in an unloaded condition. • Control box is conveniently located with all controls factory wired. • Automatic reset with 5 minute delay between compressor • Large removable panel provides service access. shut-off and start-up. • Drainage holes are provided in base section for moisture removal. • High density polyethylene base channels raise unit off of mounting surface away from damaging moisture. Copper Tube/Enhanced Fin Coil • Lennox designed and fabricated coil. • Ripple -edged aluminum fins. • Copper tube construction. • Wrap around "U" shaped configuration provides extra large surface area with low air resistance. • Lanced fins provide maximum exposure of fin surface to air stream resulting in excellent heat transfer. • Fin collars grip tubing for maximum contact area. • Flared shoulder tubing connections/silver soldering construction. • Coil is factory tested under high pressure to insure leakproof construction. • Entire coil is accessible for cleaning. • PVC coated steel wire coil guard furnished as standard. Condenser Fan • Direct drive fan moves large air volumes uniformly through entire condenser coil for high refrigerant cooling capacity. • Vertical air discharge minimizes operating sounds and eliminates damage to lawn and shrubs. • Fan motor is inherently protected. • Motor totally enclosed for maximum protection from weather, dust and corrosion. • Rain shield on motor provides additional protection from moisture. • Corrosion resistant PVC (polyvinyl chloride) coated steel wire fan guard is furnished as standard. • Fan service access is accomplished by removal of fan guard. Hi -Capacity Drier • Furnished as standard for field installation. • Drier traps any moisture or dirt that could contaminate the refrigerant system. High Pressure Switch • Manual reset switch shuts off unit if abnormal conditions cause discharge pressure to rise above s( Refrigerant Line Connections, Electrical Inlets and Service Valves • Sweat connection suction and liquid lines are located inside unit cabinet and are made with sweat connections. • Fully serviceable brass service valves prevent corrosion and provide access to refrigerant system. Suction valve can be fully shut off, while liquid valve may be front seated to manage refrigerant charge while servicing system. • Suction and liquid line service valves and gauge ports are located inside the cabinet. • Thermometer well is located in liquid line to check refrigerant charge. • Refrigerant line connections and field wiring inlets are located in one central area of cabinet for easy access. See dimension drawing. Thermostat (Optional) • Thermostat not furnished with unit. See Thermostats bulletin in Accessories Section (U.S. only) and Lennox Price Book. Refrigerant Line Kits (Optional) • Refrigerant lines (suction & liquid) are shipped refrigeration clean. Lines are cleaned, dried, pressurized and sealed at factory. • Suction line fully insulated. • L15 lines are stubbed at both ends. • See Refrigerant Line Kit table for selection. Expansion Valve Kits (Optional) • Must be ordered extra and field installed on certain evaporator units. See ARI Ratings table. Low Ambient Kit (Optional) • Condensing units operate satisfactorily down to 45°F WC) outdoor air temperature without any additional controls. • Low Ambient Control Kit LB-57113BC (24H77) can be field installed, allowing unit operation down to 30°F (-1°C) Mounting Base (Optional) •High density polyethylene mounting base (69J07) is lightweight, sturdy, sound absorbing and will withstand the effects of sun, heat, cold, moisture, oil and refrigerant. • Provides permanent foundation for condensing units. • 32" x 34" x 3" (813 mm x 864 mm x 76 mm), shipping weight 15 lbs. (7 kg) each. Model No. HS27-024 HS27-030 HS27-036 HS27-042 Condenser Coil Net face area — sq. ft. (m2) Outer coil 16.04 (1.49) 16.04 (1.49) 21.77 (2.02) 21.77 (2.02) Inner coil 13.33 (1.24) 13.33 (1.24) 21.11 (1.96) 21.11 (1.96) Tube diameter — in. (mm) 5/16(8) 5/16(8) 5/16(8) 5/16(8) No. of rows 2 2 2 2 Fins per inch (m) 22 (866) 22 (866) 22 (866) 22 (866) Condenser Fan Dia. - in. (mm) no. of blades 24(610)-3 24(610)-3 24(610)-3 24(610)-3 Motor hp (W) 1/10(75) 1/10(75) 1/6(124) 1/6(124) Cfm (Us) 2500 (1180) 2500 (1180) 3000 (1415) 3000 (1415) Rpm 825 825 825 825 Watts 165 165 210 210 *Refrigerant — HCFC -22 charge furnished 7 lbs. 0 oz. (3.2 kg) 6 lbs. 12 oz. (3.1 kg) 10 lbs. 5 oz. (4.7 kg) 10 lbs. 5 oz. (4.7 kg) Liquid line (o.d.) — in. (mm) sweat 3/8(9.5) 3/8(9.5) 3/8(9.5) 3/8(9.5) Suction line (o.d.) in. — (mm) sweat 3/4(19) 3/4(19) 7/8(22.2) 7/8(22.2) Shipping weight — lbs. (kg) 1 package 221 (100) 221 (100) 267 (121) 267 (121) Refrigerant charge sufficient for 25 ft. (1.6 m) length of refrigerant lines. HS27 / Page 2 ► • • 0 9 FAR/ RATINGS Unit Size & Model No. *Sound Rating9 Number (db) *'ARI Standard 210/240 Ratings Cooling Ca Total p• SEER EER Unit Btuh kW Watts Up -Flow Down -Flow Evaporator Coils Horizontal **Expansion Va ve Kit Required 23,000 6.7 12.50 11.45 2005 C26-21(FC) - - -- - - -- *Factory Installed 23,200 6.8 12.80 11.55 2005 C23-26(W)(FC) - - - - _ _ - _ 23,600 6.9 13.10 11.75 2010 C23-31(W)(FC) ---- - - - - LB -85663J (26K34) 23,600 6.9 13.20 11.75 2010 C26-26(W)(FC) - - -- - - -- *Factory Installed 23,800 7.0 13.30 11.85 2010 C23-41(W)(FC) - - -- ____ Ton HS 7-024 (72) 24,400 7.2 13.50 12.15 2010 C23-46(FC) - - -- - - - - LB -85663J (26K34) 25,000 7.3 14.00 12.45 2010 C26-31(W)(FC) - - -- - - -- *Factory Installed 25,100 7.4 14.10 12.50 2010 C26-41(FC) - - -- - - - 22,400 6.6 1 12.50 11.20 2005 - - -- CR26-21 ---- LB -85663J (26K34) 24,000 7.0 13.70 12.15 2010 - - -- CR26-31 - - -- 24,400 7.1 14.00 12.35 2010 - - -- CR26-41(N)(W) - - -- 23,800 7.0 13.05 12.10 2015 - - -- - - -- CH23-21 24,000 7.0 13.20 12.20 2015 - - I CH23-31 25,000 7.3 14.00 12.65 2020 - - - - - - - -I CH23-41 Btuh kW SEER EER Watts Blower Coil Units Valve 23,400 6.9 12.80 11.55 2020 C829M-21/26 (Multi -Position) •Factory Installed 24,200 7.1 13.20 11.75 2055 CB29M-41 (Multi -Position) 24,400 7.2 13.20 11.75 2075 CB29M-31 (Multi -Position) 24,400 7.2 14.05 12.55 2020 CB30M-21/26 (Multi -Position) 25,000 7.3 14.70 13.00 1975 CB30M-31 (Multi -Position) 23,200 6.8 13.00 11.55 2005 CVP10-26/EC10Q3 - - -- ---- 23,800 7.0 13.30 11.85 2010 CVP10-31/EC10Q3 - - -- ---- 24,000 7.0 13.50 11.95 2010 CVP10-41/EC10Q3 - - -- ---- 2.5 TonLB-85663J HS27-030 (72) 26,000 7.6 12.80 11.30 2.300 C23-31(W)(FC) - - -- __ -- LB -85663J (26K34) 26,400 7.7 13.10 11.45 2305 C23-41(W)(FC) - - -- - - - - 26,400 7.7 13.05 11.45 2305 C26-26(W)(FC) - - -- - - -- •Factory Installed 27,000 7.9 13.30 11.70 2305 C23-46(FC) - - - - - - - - LB-85663J(26K34) 27,800 8.1 13.80 12.05 2310 C23-51(FC) - - - - - - - - 27,800 8.1 13.80 12.05 2310 C26-31(W)(FC) - - -- ---- *Factory Installed 28,000 8.2 14.00 12.10 2310 C26-41(FC) - - - - - - - - 27,000 7.9 13.25 11.70 2305 - - -- CR26-31 ---- (26K34) 27,800 8.1 13.75 12.05 2310 - - -- CR26-41(N)(W) ---- 28,000 8.2 14.00 12.15 2310 - - -- CR26-51(N)(W) ---- 27,200 8.0 13.50 11.85 2295 - - - - - - - - CH23-31 28,400 8.3 14.05 12.35 2300 - - -- - - -- CH23-41 29,200 8.6 14.50 12.70 2305 - - - - - - - - CH23-51 Btuh kW SEER EER Watts Blower Coil Units Valve 26,200 7.7 13.10 11.15 2350 CB29M-41 (Multi -Position) *Factory Installed 26,400 7.7 13.00 11.40 2315 CB29M-31 (Multi -Position) 27,800 8.1 13.80 12.25 2270 CB30M-21/26 (Multi -Position) 28,600 8.4 14.50 12.60 2270 C830M-41 (Multi -Position) 28,800 8.4 14.50 12.80 2255 CB30M-31 (Multi -Position) 29,200 8.6 15.50 13.55 2155 CB31MV-41 (Multi -Position) 26,200 7.7 13.00 11.40 2305 CVP10-31/EC10Q3 ---- ---- 26,400 7.7 13.10 11.45 2305 CVP10-41/EC10Q3 ---- ---- xrcateo in accoraance wan Am wanaaro 4 iu/z4u; y5'r l35'C) outdoor air temperature, 80°F (27°C) db/67°F (19°C) wb entering evaporator air with 25 ft. (7.6 m) of connecting refrigerant lines. *Sound Rating Number rated in accordance with test conditions included in ARI Standard 270. ** Kit is required and must be ordered extra, unless shown as factory installed. •Furnished as standard with coil. NOTE - Shaded area denotes most popular evaporator coil. HS27 / Page 3 ► 4 HS27 / Page 4 10. Unit Size & "ARI Standard 210/240 Ratings * Model No. Sound Rating Cooling Cap. Total Up -Flow Down -Flow Horizontal **Ex ansion Number (db) Btuh kW SEER EER Unit WattsRequired Valve Kit Evaporator Coils 32,400 9.5 13.00 11.35 2860 C23-31(W)(FC) - _ - _ 32,800 9.6 13.10 11.45 2860 C23-41(W)(FC) - - - _ 33,600 9.8 13.50 11.75 2865 C23-46(FC) _ _ _ _ _ _ _ _ LB -85663J (26K34) 34,800 10.2 73.80 12.10 2875 C23-51(FC) - _ - _ 35,200 10.3 14.00 12.30 2860 C26-41(FC) 35,400 10.4 14.00 12.25 2890 C26-46(FC) 35,600 10.4 14.20 12.35 2880 C26-51(FC) - _ - _ _ _ _ _ *Factory Installed 34,400 10.1 13.75 12.00 2870 - - -- CR26-41(N)(W) - -__ 34,800 10.2 14.00 12.15 2870 ---- CR26-51(N)(W) 35,800 10.5 14.25 12.50 2870 - - -- CR26-65(N)(W) 33,800 9.9 13.25 11.85 2850 - - - - - - - - CH23-31 34,800 10.2 14.25 12.15 2860 ---- LB -85663) (26K34) ---- CH23-51 35,200 10.3 13.80 12.30 2855 3 Ton - - - - - - - - CH23-41 36,000 10.6 14.30 12.55 2870 HS27-036 - --- ---- CH23-65 (72) Btuh kW SEER EER Watts Blower Coil Units Valve 32,400 9.5 13.30 11.65 2775 CB29M-31 (Multi -Position) 32,600 9.6 13.00 11.25 2895 CB29M-41 (Multi -Position) 33,800 9.9 13.50 11.75 2870 C829M-46 (Multi -Position) 34,000 10.0 13.05 11.45 2975 CB29M-51 (Multi -Position) 34,200 10.0 13.50 11.75 2910 C1329M-65 (Multi -Position) 34,800 10.2 14.25 12.35 2800 CB30M-41 (Multi -Position) 34,800 10.2 74.30 12.63 2755 C630M-31 (Multi -Position) 35,000 10.3 14.50 12.65 2765 C830M-46 (Multi -Position) •Factory Installed 35,200 10.3 14.50 12.60 2790 CB30M-51 (Multi -Position) 35,200 10.3 15.00 13.00 2710 CB31MV-41 (Multi -Position) 35,600 10.4 15.60 13.50 2635 CB31MV-51 (Multi -Position) 33,200 9.7 13.30 11.60 2865 CVP10-41/EC10Q3 - -__ CVP10-46/EC10Q4 __ -- ___- 38,200 11.2 12.80 11.15 3430 C23-41(W)(FC) __ -- -___ 39,200 11.5 13.10 11.45 3430 C23-46(FC) _ _ _ _ LB -85663K (26K35) 40,200 11.8 13.30 11.70 3440 C26-41(FC) - _ _ _ _ _ _ _ 40,600 11.9 13.50 11.80 3440 C26-46(FC) - _ - - _ _ _ _ *Factory Installed 41,000 12.0 13.50 11.90 3445 C23-51(FC) - 41,200 12.1 14.00 11.90 3455 - - - C26-51(FC) - - - - LB -85663K (26K35) 41,600 12.2 13.80 12.05 3455 C23-51/65(FC) - _ - _ ---- _ _ _ _ *Factory Installed 40,000 11.7 13.30 11.60 3440 - - -- CR26-41(N)(W) _ - -_ 41,000 12.0 13.50 11.90 3440 - - -- CR26-51(N)(W) 42,000 12.3 14.00E-23455 ---- CR26-65(N)(W) - 39,800 11.7 13.603475 - - - - - -- LB -85663K (26K35) - - - - CH23-65 40,400 11.8 13503465 - 3.5 Ton - - - - - - - CH23-51 HS27-042 40 600 11.9 14.003465 ---- - - -- CH23-68 (74) Btuh kW =7739,600 SEER EER Watts Blower Coil Units Valve 11.6 13.30 11.65 3400 CB29M-46 (Multi -Position) 40,400 11.8 13.80 12.05 3355 CB30M-41 (Multi -Position) 40,400 11.8 14.30 12.35 3270 C631MV-41 (Multi -Position) 40,600 11.9 14.10 12.25 3320 CB30M-46 (Multi -Position) 40,600 11.9 13.00 11.35 3580 CB29M-51 (Multi -Position) 41,000 12.0 13.30 11.70 3505 C829M-65 (Multi -Position) 41,000 12.0 14.10 12.25 3350 CB30M-51 (Multi- Position) *Factory Installed 42,000 12.3 15.00 12.90 3260 CB31MV-51 (Multi -Position) 42,400 12.4 14.20 12.35 3440 C830M-65 (MUlti-Position) 43,200 12.7 15.35 13.20 3270 CB31 MV -65 (Multi -Position) CVP10-46/EC10Q4 --- 39,200 11.5 13.10 11.40 3435 F� - - - - CVP10-51/EC10Q4 _ - _ _ _ _ *Rated in accordance with ARI Standard 210/240; connecting refrigerant lines. 95'F (35'Q outdoor air temperature, 80'F (27-C) db/670F (19°C) wb entering _ I evaporator air with 25 ft. (7.6 m) of *Sound Rating Number rated in accordance with test conditions included in ARI Standard 270. ** Kit is required and must be ordered extra, unless shown as factory installed. *Furnished as standard with coil. NOTE - Shaded area denotes most popular evaporator coil. HS27 / Page 4 10. 11 Model No. HS -024 HS27-030 HS27-036 HS27-042 Line voltage data — 60hz 208/230v 1ph 208/230v 1ph 208/230v 1ph 208/230v 1ph mm Rated load amps 10.3 12.2 13.5 16.5 Compressor Power factor .96 .96 .96 .97 L15-41-30 Locked rotor amps 56 61 73 95 Condenser Coil Full load amps 0.9 0.9 1.0 1.0 Fan Motor Locked rotor amps 1.6 1.6 2.5 2.5 Rec. max. fuse or circuit breaker size (amps) 20 25 30 35 *Minimum circuit ampacity 13.8 16.2 17.9 21.6 ••" •�`"•...... v. I'll 111111-01w ueierrmne wire, use ana oisconnect size requirements. NOTE —Extremes of operating range are plus 10% and minus 5% of line voltage. FIELD WIRING:. .., rDISCONNECT, r , rDISCONNECTI SWITCH I I THERMOSTAT I SWITCH (B Others) (Optional) L- — L --,T-- I L (By Others) J LENNOX v LENNOX CONDENSING HEATING UNIT UNIT OR *BLOWER COIL EVAPORATOR UNIT REFRIGERANT LINE KITS Condensing Unit Model No. Line Set Model No. Length of Suct. & Liq. Lines Liquid Line (o. d.) Suction Line (o.d.) ft. m in. mm in. mm ------------ L15-41-20 20 6.1 L15-41-30 30 9.1 HS27-024 HS27-030 3/8 9.5 3/4 19 L15-41-40 40 12.2 L15-41-50 50 15.2 L15-65-30 30 9 HS27-036 HS27-042 3/8 9.5 7/8 22.2 L15-65-40 40 12 L15-65-50 50 15 A — Two Wire Power (not furnished) B — Two Wire Power (not furnished) — See Electrical Data C — Two Wire Low Voltage (not furnished) — 18 ga. minimum D — Four Wire Low Voltage (not furnished) — 18 ga. minimum All wiring must conform to NEC or CEC and local electrical codes. F INSTALLATION CLEARANCES —inches (mm) NOTE -48 inches (1219 mm) clearance required on top of unit. *NOTE—Two sides of coil may be 12 inches (305 mm). HS27 / Page 5 $m� DIMENS/ONS­-.inches (mm). 4 32-1 /8 (816) ELECTRICAL INLETS , SUCTION LINE INLET 4-1/2014) LIQUID LINE INLET INLET � AIR II COMPRESSOR INLET 4 AIR TOP VIEW 34-1/16 (865) DISCHARGE* AIR I B 2-9/16 (65) 2-3/4 (7 0) 18-5/8_0� 4(473) 4 1-3/8 (102) (102) 26-5/81676) 61/16 1351 (154) SIDE VIEW Model No. A B A in. 30-7/8 12-3/4 mm 784 LJ 7-1/2 7-1/2 HS27-036 HS27-042 in. 40-7/8 191 I (191) mm 1038 3-7/8 (98) 85°F (29°C) (98) 95°F (35°C) 4-7/8 (22) 115°F (46°C) Wet Air 28-1/8 (714) Total 2 (51) Total Sensible ( ACCESS VIEW ELECTRICAL INLETS , SUCTION LINE INLET 4-1/2014) LIQUID LINE INLET INLET � AIR II COMPRESSOR INLET 4 AIR TOP VIEW 34-1/16 (865) DISCHARGE* AIR I B 2-9/16 (65) 2-3/4 (7 0) 18-5/8_0� 4(473) 4 1-3/8 (102) (102) 26-5/81676) 61/16 1351 (154) SIDE VIEW Model No. A B HS27-024 HS27-030 in. 30-7/8 12-3/4 mm 784 324 HS27-036 HS27-042 in. 40-7/8 19-3/4 mm 1038 1 502 INLET a AIR NOTE -For Temperatures and Capacities not shown in tables, see bulletin -Cooling Unit Rating Table Correction Factor Data in Miscellaneous Engineering Data section. HS27-024 - C26-21(FC) NOTE -All values are gross capacities and do not include evaporator coil blower motor heat deduction. HS27 / Page 6 ► Outdoor Air Temperature Entering Outdoor Coil Enter- Total 85°F (29°C) 95°F (35°C) 105'F (41'C) 115°F (46°C) Wet Air Total Sensible Total Sensible Total Sensible Total Sensible Bulb Volume Cooling Com- To Total Cooling Com- To Total Cooling Com- To Total Cooling Com- To Total Temper- Capacity pressor Motor Ratio IS/TI Capacity pressor Motor Ratio (S/T1 Capacity pressor Motor Ratio IS/T) Capacity pressor Motor Ratio (S/T) Dry Bulb Dry Bulb Dry Bulb Dry Bulb atureWatts 5°F 80°F 85-F Watts 75°F 80°F 85°F Watts 75°F 801E 85°F Watts 5°F 80°F 851E L/s dm kW Btuh Input 4°C 27°C 29°C kW Btuh Input kW 24°C 27°C 29°C Btuh Input 241C 27°C 29°C kW Btuh Input 4°C 7°C 9=C 285 600 .6.5 22,200 1420 .71 .85 .96 6.3 21,500 1600 .72 .86 .97 6.1 20,700 1810 .73 .87 .98 5.8 19,900 2050 .75 .89 1.0 63°F (17°C) 380 800 6.9 23,400 1410 .78 .92 1.0 6.6 22,600 1600 .79 .94 1.0 6.4 21,800 1800 .80 .95 1.0 6.1 20,900 2040 .82 .97 1.0 470 1000 7.1 24,300 1410 .84 .98 1.0 6.9 23,500 1600 .85 .99 1.0 6.7. 22,700 1800 .87 1.0 1.0 6.4 21,900 2030 .89 1.0 1.0 285 600 7.0 23,800 1410 .56 .68 .81 6.7 22,900 1600 .57 .69 .82 6.5 22,100 1800 .57 .71 .84 6.2 21,200 2040 .58 .72 .85 67°F (1g°C) 380 800 7.3 24,800 1400 .60 .75 .89 7.0 23,900 1590 .60 .77 .91 6.7 23,000 1800 .62 .78 .93 6.4 22,000 2030 .62 .80 .95 470 1000. 7.5 25,500 1400 .64 .82 .96 7.2 24,500 1590 .64 .83 .98 6.9 23,600 1800 .66 .85 .99 6.6 22,600 2030 .67 .87 1.0 285 600 7.5 25,500 1400 .42 .54 .66 7.2 24,500 1590 .42 .55 .67 6.9 23,600 1800 .43 .56 .68 6.7 22,700 2020 .43 .56 .69 71°F (22°C) 380 800 7.8 26,600 1390 .44 .58 .73 7.5 25,500 1590 .44 .59 .74 7.2 24,500 1790 .44 .60 .76 6.9 23,500 2020 .45 .61 .77 470 1000 8.0 27,300 1390 .45 .62 .79 7.6 26,1001 1580 .45 .64 .81 7.4 25 100 1 1790 1 46 .65 .83 7.1 24,100 1 2020 .46 .66 .84 NOTE -All values are gross capacities and do not include evaporator coil blower motor heat deduction. HS27 / Page 6 ► • AM 1,.- .✓ hr:^ IJf7o.lDSwlE�±f`7x'iLf4tRY.... '~ELITE 90 TM ' •� • HORIZONTAL/DOWN-FLOW ` Bulletin #210093 _ HORIZONTAL UNIT HEATERS September 1995 *90.0% to 92:0% A.F.U.E. Supersedes August 1995 50,000 to 120,000 Btuh (14.7 to 35.2 M) Input 1 thru 5 Tons (3.5 thru 17.6 M Nominal Add -On Cooling 'Isolated Combustion System Rating For Non weatherized Furnace pE516p _ � Is ","I' s2; % 9I' rr ,qr s1 p � t• V11 CFnnGIED • Gama `} k'''!'. POSITION ISO 9000 REGISTERED*y�:r �'•' WORLD CLASS DUALITY Typical Applications DOWN—FLOW ---------—iii POSITION ---------y i �� I ' �, �\, `� � ��\`\ `N1"', Closet Installation With cooling coil Attic Installation With cooling coil, electronic air cleaner and humidifier 4 S Suspended Horizontal 'Horizontal Crawlspace Unit Heater Installation Installation 4 The maple leaf symbol in this bulletin denotes Canadian only usage where applicable ©1995 Lennox Industries Inc. NOTE — Due to Lennox' ongoing committment to quality, Specifications, Ratings and Dimensions subject to change without notice and without incurring liability. l FEATURES A Applications • Five models (natural gas or LPG/propane) • Input capacities of 50,000, 75,000, 100,000 and 120,000 Btuh (14.7, 22.0, 29.3 and 35.2 kW). • Energy efficiencies (AFUE) of 90.0% to 92.0%. • Utility room, alcove, closet, crawl space or attic installation. • Lennox add-on evaporator coils, electronic air cleaners and power humidifiers can be added to furnace. *Approved for use as unit heaters. • Shipped factory assembled with all controls installed and wired. • Shipped for down -flow and horizontal left hand air discharge. • Easily converted to horizontal right hand air discharge • Each unit factory test operated to insure proper operation. Approvals • Units certified by A.G.A./C.G.A. Laboratories and ratings are certified by GAMA. • Units tested and rated according to U.S. DOE test procedures and FTC labeling regulations. •Approved by California Energy Commission and meet California Seasonal Efficiency requirements and California Nitrogen Oxides (NOX) Standards. • Blower data from unit tests conducted in Lennox Laboratory air test chamber. • Units approved for conventional or horizontal venting. • Developed in accordance with ISO 9000 quality standards. Equipment Warranty •"DuralokPlus-" Aluminized Steel Heat Exchangers — limited lifetime warranty. *All other covered components — limited warranty for a full five years. • Refer to Lennox Equipment Limited Warranty certificate included with equipment for details. Lennox DuralokPlus' Aluminized Steel Primary and Stainless Steel Secondary Heat Exchanger Assembly • Heavy gauge aluminized steel primary heat exchanger. • Crimped seam clamshell type design. • Minimum resistance to air flow.Q • Secondary stainless steel ((( condenser coil heat exchanger with aluminum fins fitted to stainless Q steel tubes. • Heat exchanger assembly has been laboratory life cycle tested. •Combined flue vent / condensate drain header box. • Secondary condenser coil factory tested for leaks. Intake, Exhaust and Condensate Connections • Connects to either side of unit. • Inlet air pipe connects with no -hub connector clamp (provided). • Exhaust pipe connects to outside of cabinet. • Quick connect, low profile condensate trap provided for installation. • Condensate hose re-routing not required if unit posi changed. Inshot Burners *Aluminized steel inshot burners. • Burners completely enclosed. • Heavy gauge steel burner box. • Burner sight glass furnished on burner box. • Burner assembly removeable from unit. Automatic Gas Control • 100% safety shut off. • 24 volt redundant combination gas control valve. • Manual shut off option (On -Off). *Automatic electric valve (dual). *Gas pressure regulation. • Dual valve design provides double assurance of 100% cl off of gas to main burners on each off cycle. • Gas valve automatically regulated to maintain even gas f regardless of venting installation. • Design compensates for variations in altitude. Induced Draft Blower • Induced draft blower prepurges heat exchanger and sa vents combustion products. • PSC motor has ball bearings and is thermally protected. • Operates only during heat demand cycle. • Pressure switch prevents unit operation in case of blockag combustion air inlet, flue outlet or condensate drain. GHR26 / Page 2 po. field tion ose low fely e of Limit Controls • Primary and secondary limits .factory installed and accurately located. Automatic reset. • Primary limit located on vestibule panel • Secondary limit located on blower housing Flame Rollout Switch • Manual reset. • Prevents unit operation in the event combustion air products passage through the flueway is reduced or blocked • Factory installed on top of burner box Integrated Blower/Ignition Control Board • Furnished and factory installed in control box on blower deck. • Solid-state board contains controls and relays to operate blower, gas valve, combustion air blower and ignition. • Board monitors flame, limit and gas valve operation. • Fan control consists of blower timed -off delay (adjustable from 60 to 240 seconds. Factory setting is 60 seconds.) and non-adjustable blower timed -on delay (45 seconds). • For air-conditioning applications, blower is automatically energized on thermostat demand for cooling. • Continuous low speed blower operation furnished. • Removeable low voltage terminal strip for easy thermostat connections. • Manual reset circuit breaker protects control board and transformer. •Two diagnostic code LED's furnished as aid in servicing system. Adaptable to Lennox Diagnostic Module. •Two 120 volt terminals provided for operation of accessories during cooling and heating modes. • One 120 volt terminal provided for operation of accessories during heating mode only. Direct Spark Ignition (EGC-1) • Solid-state electronic direct spark ignition control provides positive, safe main burner ignition. • Intermittent spark occurs only when required. •Electronic flame sensor control assures safe and reliable operation. • If loss of flame occurs, ignition control initiates 5 attempts at re -ignition before locking out unit operation for 60 minutes. • Watchguard circuit automatically resets ignition controls after one hour of continuous thermostat demand after unit lockout, eliminates nuisance calls for service. • Control board compatible with Lennox Diagnostic Module. 24 Volt Transformer • Furnished and factory installed in control box. • 40VA transformer has circuit breaker wired in series. Cabinet • Low profile, narrow width cabinet allows easy installation. • Heavy gauge cold rolled steel constructed. • Baked -on enamel paint finish. *Fully insulated cabinet. • Complete service access. • Easy blower removal. •Safety interlock switch automatically shuts off power to unit when blower compartment access door is removed. *Gas piping and electrical inlets are provided in both sides of cabinet. Blower • Multi -speed direct drive blower. • Statically and dynamically balanced. • Leadless motor resiliently mounted. • Blower speeds changed at harness connector on blower motor. See blower performance tables. Field Wiring Make-up Box • Furnished for line voltage wiring. • Box may be installed internally or externally on either side of furnace. *Contains plug-in connection for power supply wiring, wire for 120 volt accessory connection and all necessary hardware for installation. Cleanable Air Filter • Washable or vacuum cleanable polyurethane frame type. • Filter held in place by rear filter clip and two clips on each side of opening. • Filter easily removed for servicing by pushing up filter clips on each side of cabinet. r ACRK ' • / . Thermostat 10ptionap Concentric Vent/Intake Air Roof/Wall Termination Kits (Optional) • See Thermostats bulletin in Accessories section and Lennox • Facilitates installation of combustion air intake pipe and flue Price Book for a complete list of thermostats. exhaustPiP e LPG/Propane Conversion Kit (Optional) • Required for field changeover from natural gas. • See Specifications table for order number. Twinning Kit (Optional) • Field Installed kit operates two furnaces simultaneously. •Twinning Kit For Continuous Low speed Blower LB -63093C (35J93). • Kit consists of heavy gauge steel control box and two auxiliary limit controls. • Control box has electrical inlet knockouts and contains low voltage and high voltage terminal strips, blower control relay, heat relays, door interlock relay and 24 volt control transformer. •All controls are factory installed and wired. • Limit controls are field installed in each furnace. • Holes for mounting control box are provided. • Box may be field installed in any convenient location adjacent to or on one of the furnaces. Condensate Drain Heat Cable Kits (Optional) • Self-limiting wattage heat cable prevents condensate drain from freezing in unconditioned areas. • Kit (26K68) 6 ft. (1.8m) length of cable. • Kit (26K69) 24 ft. (7.3m) length of cable. • Kit (26K70) 50 ft. 05.2m) length of cable. Also available: •Heat Cable Tape 66 ft. (20 m) length, 1/2 in. (13 mm) wide fiberglass (39G04) • 60 ft. (18 m) length, 2 in. (51 mm) wide aluminum foil (39G03). Vent/Intake Air Roof Termination Kit (Optional) • Facilitates installation of combustion air intake pipe and flue exhaust pipe. • 2 inch (51 mm) diameter kit (15F75) •3 inch (76 mm) diameter kit (44J41) • Kits contains two neoprene rubber roof flashings and 18 inch (457mm) insulation sleeve for sealing and isolating intake and exhaust piping penetration in roof. • See Specifications table and dimension drawings. • Refer to venting tables in this bulletin to determine pipe size needed and proper termination kit required. Vent/Intake Air Wall Termination Kits (Optional) • Facilitates installation of combustion air intake pipe and flue exhaust pipe. • Refer to venting tables in this bulletin to determine pipe size needed and proper termination kit required. A.G.A. INSTALLATION CLEARANCES DOWN -FI Sides 0 inches (0 mm) Rear 0 inches (0 mm) Top 1 inch (25 mm) *Front *0 inches (0 mm) Floor tCombustible Exhaust Pipe 0 inches (0 mm) Exhaust Pipe (service) 6 inches (152 mm) Service Clearance (front) 30 inches (762 mm) Service Clearance (condensate side) 4 inches (102 mm) ..+, —�.. anu suppry air ventilation must conform to the methods outlined in American National Standard (ANSI -Z223.1) National Fuel Gas Code or National Standard of Canada CAN/CGA-149.1 and CAN/CGA-149.2 "Installation Code for Gas Burning Appliances". NOTE—In the U.S. flue sizing must conform to the methods outlined in current GAMA/A.G.A. venting tables, American National Standard (ANSI -Z223.1) National Fuel Gas Code or applicable provisions of local building codes. In Canada flue sizing must conform to the methods outlined in National Standard of Canada CAN/CGA-149.1 and CAN/CGA-149.2. tClearance for installation on combustible floor if optional additive base is installed between furnace and combustible floor. Not required in add-on cooling applications if installed in accordance with local codes or National Fuel Gas Code ANSI -Z223.1. *Front clearance for alcove installations is 30 inches (762 mm). • Contains concentric termination assembly, mounting clamp, roof flashing, reducer bushing and 45° elbow. • Requires single hole penetration for installation. • A.G.A./C.G.A. certified. • See Specifications table and dimension drawings. Four Kits Are Available: 1- Close -Couple Kits (22G44) 2 inch (51 mm) or (44J40) 3 inch (76 mm) consists of close -couple side-by-side PVC piping with galvanized steel wall cover plate for sealing and isolating piping penetration of the wall. • Piping spacing and length sized for proper wall installations. • A.G.A./C.G.A. certified. • See dimension drawings for details. 2- Ring Kit (15F74) 2 inch (51 mm) contains 2 stainless steel outside seal caps, 2 galvanized steel inside seal caps, 4 seal rings for the caps and 18 inch (457 mm) insulation sleeve for sealing and isolating intake and exhaust piping penetration of wall. *Maintain a maximum of 6 inches (152 'mm) between the inlet and outlet openings in the installation of the pipes. •See dimension drawings for details. 3- Close -Couple Kits (30G28) 2 inch (51 mm) or WTK (81J20) 3 inch (76 mm) contains one insulated faceplate, one insulated exhaust pipe, elbow and fittings. See dimension drawings for details. 4- Close Couple Kit With Extension Riser WTKX (301379) 2 inch (51 mm) is used where extended grade line clearance is required. • Kit includes 3 ft. (1.0m) extension riser containing both vent lines (exhaust vent insulated) and wall securing bracket. See dimension drawings for details. Down -flow Additive Base (Optional) • Required for heating only units installed on combustible floors. • Not required in add-on cooling applications. • See Specifications table for order number. Horizontal Support Frame Kit (Optional) • Provides support of unit in horizontal applications. • Consists of (2) 1 x 1-1/2 x 32-5/8 in. (25 x 38 x 829 mm) and (2) 1 x 3 x 53-7/8 in. (25 x 76 x 1368 mm) painted heavy gauge cold rolled steel support channels with assembly and suspending holes. • Bolts and nuts furnished for field assembly. • Suspending rods must be field provided. • See Specifications table. HORIZONTAI Sides 0 inches (0 mm) Rear 0 inches (0 mm) Top 0 inches (0 mm) *Front *0 inches (0 mm) Floor Combustible Exhaust Pipe 0 inches (0 mm) Exhaust Pipe (service) 6 inches (152 mm) Service Clearance (front) 30 inches (762 mm) Service Clearance (condensate side) 4 inches (102 mm) Nu i t—Air for combustion and supply air ventilation must conform to the methods outlined in American National Standard (ANSI -Z223.1) National Fuel Gas Code or National Standard of Canada CAN/CGA-149.1 and CAN/CGA-149.2 "Installation Code for Gas Burning Appliances". NOTE—In the U.S. flue sizing must conform to the methods outlined in current GAMA/A.G.A. venting tables, American National Standard (ANSI -Z223.1) National Fuel Gas Code or applicable provisions of local building codes. In Canada flue sizing must conform to the methods outlined in National Standard of Canada CAN/CGA-149.1 and CAN/CGA-149.2. *Front clearance for alcove installations is 30 inches (762 mm). GHR26 /Page 3 loo. Model No. GHR26Q2/3-50 GHR2603-75 GHR2603/4-100 GHR26Q4/5-100 GHR26Q4/5-120 Input - Btuh (kW) 50,000 (14.7) 75,000 (22.0) 100,000 (29.3) 100,000 (29.3) 120,000 (35.2) Output - Btuh (kW) 47,000 (13.8) 70,000 (20.5) 92,000 (27.0) 93,000 (27.2) 111,000 (32.5) oA.F.U.E. 92% 90% 90% 92% 90% California Seasonal Efficiency 85% 84% 84% 85% 84% tExhaust pipe connection (PVC) diameter- in. (mm) 2 (51) 2 (51) 2 (51) 2 (51) 2 (51) tlntake pipe connection (PVC) diameter- in. (mm) 2 (51) 2 (51) 2 (51) 2 (51) 2 (51) Condensate drain connection (PVC)- in. (mm) 1/202.7) 1/2(12.7) 1/2(12.7) 1/2(12.7) 1/2(12.7) Temperature rise range - °F (°C) 30-60(17-33) 40-70 (22-39) 50-80 (28-44) 40-70 (22-39) 45-75 (25-42) High static certified by (A.G.A./C.G.A.) - in wg. (Pa) .50 (125) .50025) .50(125) .50(125) .50(125) Gas Piping Size I.P.S. Natural or *LPG/propane in. 1/2 1/2 1/2 1/2 1/2 mm 12.7 12.7 12.7 12.7 12.7 Blower wheel nominal diameter x width in. 10 x 8 10 x 8 10 x 10 11-1/2 x 9 11-1/2 x 9 mm 254 x 203 254 x 203 254 x 254 292 x 229 292 x 229 Blower motor output - hp (W) 1/3(249) 1/2(373) 1/2(373) 3/4(560) 3/4(560) *Number and size of filters in. (1) 14 x 25 x 1 (1) 20 x 25 x 1 mm (1) 356 x 635 x 25 (1) 508 x 635 x 25 Nominal cooling that can be added Tons 2 to 3 2 to 3.5 2 to 4 3.5 to 5 3.5 to 5 kW 7.0 to 10.6 7.0 to 12.3 7.0 to 14.1 12.3 to 17.6 12.3 to 17.6 Shipping weight - lbs. (kg) 1 package 147 (67) 155 (70) 183 (83) 196 (89) 205 (93) Electrical characteristics 120 volts - 60 hertz - 1 phase (All units) less than 12 amps s Optional Accessories (Must Be Ordered Extra) : *LPG/Propane kit 30K44 Down -Flow Additive Base Shipping Weight - lbs. (kg.) 32K52 32K53 Horizontal Support Frame Kit - Ship. Wt. - lbs. (kg.) 56,118 - 18 lbs. (8 kg) Twinning Kit - Continuous low speed 35,193 (all models) Roof Termination Kits 2 inch (51 mm) 15F75 3 inch (76 mm) 44,141 Went/ Intake Concentric Roof Termination Kits 60G77 - 2 inch (51 mm) 33K97 - 3 inch (76 mm) Kits Wall Termination Kits 2 inch (51 mm) 15F74 (ring kit) - 22G44 (close couple) - 30G28 (WTK Close Couple) 30G79 (WTKX close couple with extension riser) 3 inch (76 mm) 44,140 (close couple) - 81,120 (WTK close couple) Condensate Drain Heat Cable 26K68 6 ft. (1.8 m) - 26K69 24 ft. (7.3 m) - 26K70 50 ft. (15.2 m) Heat Cable Tape 39G04 1/2 inch (13 mm) wide or 39G03 2 inch (51 mm) wide *Annual Fuel Utilization Efficiency based on U.S. DOE test procedures and FTC labeling regulations. Isolated combustion system rating for non-weathenzeo furnaces. 'LPG/Propane kit must be ordered extra for field changeover. tDetermine from venting tables proper intake and exhaust pipe size and termination kit required. *Cleanable polyurethane frame type filter. ALTITUDE I , , GHR26 units do not require a derate at altitudes of 0 to 7500 ft. (0 to 2286 m). GHR26 / Page 4 10- r;J r] SLOWERIWATTS DATA GHR2602/3-50 BLOWER PERFORMANCE External Static Pressure High Air Volume and Motor Watts at Specific Blower Taps Medium -High Medium -Low Low in. w.g. Pa cfm L/s Watts cfm L/s Watts cfm L/s Watts cfm L/s Watts 0 0 1480 700 640 1330 630 520 1070 505 435 900 425 355 .10 25 1430 675 615 1290 610 500 1050 495 420 880 415 346 .20 50 1380 650 595 1240 585 480 1040 490 400 870 410 330 .30 75 1320 625 570 1200 565 455 1010 475 380 850 400 320 .40 100 1260 595 545 1140 540 430 980 460 370 820 385 300 .50 125 1200 565 520 1080 510 410 930 440 320 790 375 280 .60 150 1100 520 500 1000 470 385 860 405 300 740 350 265 .70 175 1000 470 470 890 420 370 750 355 290 660 310 250 .80 200 800 380 440 700 330 340 590 280 280 550 260 240 NU i c - All air data is measured external to unit with air filter in place. GHR26Q3-75 BLOWER PERFORMANCE External Static Pressure High Air Volume and Motor Watts at Specific Blower Taps Medium -High Medium -Low Low in. w.g. Pa cfm L/s Watts cfm L/s Watts cfm L/s Watts cfm L/s Watts 0 0 1650 780 720 1540 725 585 1450 685 540 1230 580 450 .10 25 1590 750 660 1490 705 550 1400 660 505 1200 565 420 .20 50 1520 715 645 1430 675 520 1350 635 485 1170 550 405 .30 75 1440 680 630 1370 645 490 1300 615 450 1130 535 390 .40 100 1370 645 610 1300 615 470 1240 585 430 1090 515 370 .50 125 1300 615 590 1240 585 450 1170 550 410 1040 490 330 .60 150 1210 570 560 1170 550 430 1100 520 375 970 460 320 .70 175 1120 530 540 1080 510 410 1020 480 350 890 420 280 .80 200 1020 480 515 980 460 380 900 425 325 750 355 260 .90 225 880 415 500 820 1 385 1 350 750 1 355 300 600 285 240 NOTE c - An air data is measured external to unit with air filter in place. GHR2603/4-100 BLOWER PERFORMANCE External Static Pressure High Air Volume and Motor Watts at Specific Blower Taps Medium -High Medium -Low Low in. w.g. Pa cfm L/s Watts cfm L/s Watts cfm L/s Watts cfm L/s Watts 0 0 2020 955 870 1780 840 700 1620 765 635 1320 625 500 .10 25 1950 920 830 1720 810 650 1580 745 580 1300 615 470 .20 50 1870 880 785 1680 795 610 1520 715 560 1260 595 440 .30 75 1780 840 760 1600 755 585 1460 690 540 1220 575 425 .40 100 1690 800 740 1520 715 570 1400 660 500 1180 555 410 .50 125 1590 750 695 1430 675 525 1310 620 460 1110 525 385 .60 150 1480 700 650 1330 630 485 1220 575 430 1040 490 350 .70 175 1350 635 615 1220 575 445 1120 530 390 950 450 320 80 200 1210 570 580 1100 520 420 1000 470 370 850 400 310 90 225 1050 495 560 960 455 390 880 415 350 720 340 300 1.00 250 900 425 540 800 1 380 370 700 330 330 600 285 290 NOTE -AII air data is measured external to unit with air filter in place. GHR26Q4/5-100 BLOWER PERFORMANCE External Static Pressure High Air Volume and Motor Watts at Specific Blower Taps Medium -High Medium Medium -Low Low in. w.g. Pa cfm L/s Watts cfm L/s Watts cfm L/s Watts cfm L/s Watts cfm L/s Watts 0 0 2530 1195 1360 2300 1085 1210 2030 960 1050' 1780 840 885 1540 725 745 .10 25 2460 1160 1290 2250 1060 1140 2010 950 1010 1760 830 850 1530 720 730 .20 50 2380 1125 1270 2200 1040 1100 1990 940 990 1740 820 830 1520 715 720 .30 75 2310 1090 1250 2150 1015 1080 1950 920 970 1720 810 805 1510 715 710 .40 100 2250 1060 1200 2090 985 1060 1910 900 950 1690 800 790 1500 710 690 .50 125 2180 1030 1150 2020 955 1020 1870 880 910 1660 785 780 1480 700 670 .60 150 2100 990 1100 1960 925 980 1810 855 870 1620 765 760 1430 675 650 .70 175 2010 950 1070 1880 885 940 1750 825 855 1570 740 730 1380 650 630 .80 200 1910 900 1040 1800 850 920 1680 795 840 1500 710 710 1320 625 615 .90 225 1800 850 1010 1700 800 890 1580 745 800 1420 670 690 1240 585 600 1.00 250 1700 800 980 1600 755 870 1500 710 780 1320 625 670 1120 530 590 NOTE - All air data is measured external to unit with air filter in place. GHR26 /Page 5 ► BLOWER/WATTS DATA I GHR26Q4/5-120 BLOWER PERFORMANCE External Static Pressure Minimum Vent Pipe Diameter Required High 75,000 Btuh (22.0 kW) Air Volume and Motor Watts at Specific Blower Taps Medium -High Medium Medium -Low 120,000 Btuh (35.2 kW) Low Meters in. w.g. Pa cfm L/s Watts cfm L/s Watts cfm L/s Watts cfm L/s Watts cfm L/s Watts 0 0 2400 1135 1250 2270 1070 1140 2060 970 1010 1800 850 860 1560 735 720 .10 25 2350 1110 1220 2220 1050 1100 2040 965 980 1780 840 830 1550 730 705 .20 50 2290 1980 1200 2170 1025 1080 2000 945 960 1750 825 815 1540 725 685 .30 75 2220 1050 1180 2120 1000 1060 1960 925 940 1720 810 800 1520 715 675 .40 100 2150 1015 1130 2050 965 1020 1900 895 920 1680 795 770 1500 710 660 .50 125 2080 980 1100 1980 935 980 1850 875 880 1640 775 750 1460 690 650 .60 150 2000 945 1050 1910 900 940 1780 840 840 1590 750 720 1420 670 630 .70 175 1900 895 1010 1830 865 920 1710 805 810 1530 720 690 1380 650 610 .80 200 1800 850 980 1740 820 900 1630 770 790 1460 690 675 1320 625 595 .90 225 1700 800 960 1630 770 860 1540 725 1 770 1380 650 660 1250 590 580 1.00 250 1600 755 940 1530 720 840 1430 675 750 1300 615 640 1150 545 560 - I � -11 011 u -a m n-aauicu exiemai W unn wnn air m[er in place. INTAKE AND EXHAUST PIPE VENTING TABLE A Vent Pipe Maximum Equivalent Length Minimum Vent Pipe Diameter Required 50,000 Btuh (14.7 kW) 75,000 Btuh (22.0 kW) 100,000 Btuh (29.3 kW) 120,000 Btuh (35.2 kW) Feet Meters in. mm in. mm in. mm in. mm 15 4.6 1-1/2 38 2 51 2 51 2 51 20 6.1 2 51 2 51 2 51 3 76 25 7.6 2 51 2 51 2 51 3 76 30 9.1 2 51 2 51 3 51 3 76 40 12.2 2 51 2 51 3 51 3 76 50 15.2 2 51 2 51 3 51 3 76 55 16.8 2 51 2 51 3 76 3 76 60 18.3 3 76 3 76 3 76 3 76 70 21.3 3 76 3 76 3 76 3 76 80 24.4 3 76 3 76 3 76 3 76 90 27.4 3 76. 3 76 3 76 3 76 100 30.5 3 76 3 76 3 76 3 76 110 33.5 3 76 3 76 3 76 3 76 120 36.6 3 76 3 76 3 76 3 76 130 39.6 3 76 3 76 3 76 iwINIPA UM rirt LtNU I H5 FUH FUHNACE5 - GHR26-50- 5 feet (1.5m) with two 90° elbows of 1-1/2 inch (38 mm) diameter pipe. (15 equivalent feet (4.6 m) total). GHR26-75- 5 feet (1.5 m) with two 90° elbows of 2 inch (51 mm) diameter pipe. (15 equivalent feet (4.6 m) total). GHR26-100- 5 feet (1.5 m) with two 90° elbows of 2 inch (51 mm) diameter pipe. (15 equivalent feet (4.6 m) total). GHR26-120- 5 feet (1.5 m) with two 90° elbows of 2 inch (51 mm) diameter pipe. (15 equivalent feet (4.6 m) total). VENTING NOTES - One 90°elbow is equivalent to 5 feet (1.5 m) of straight vent pipe. Two 45° elbows are equal to one 90° elbow. One 451 elbow is equivalent to 2.5 feet (.75 m) of straight vent pipe. One foot (305 mm) length of 2 in. (51 mm) diameter pipe is equivalent to 8 feet (2.4 m) of 3 in. (76 mm) diameter pipe. Intake and Exhaust pipes must be the same diameter. Exhaust pipe must terminate with 1-1/2 inch (38 mm) diameter pipe for furnaces usingl-1/2 (38 mm) or 2 inch (51 mm) diameter pipe runs. Exhaust pipe must terminate with 2 inch (51 mm) diameter pipe for furnaces using 3 inch (76 mm) diameter pipe runs. See pages 9 thru 11 for Termination Kits available. GHR26 /Page 6 loo. C� DIMENSIONS — inches (mm) (DOWN -FLOW POSITION SHOWN) DETAIL OF PIPING t(sj1 2-3/81603) 1-3/4 (44) Left Side 6-3/8 (162) Right Side r r-, 10 (254) 00' O ;�.. �:.. 3 .2-1/8 ._- 3-3/8 ` (54) ;. (86) 7 (178) SIDE VIEW 28-1/2 (724) Jul r M -'4EXHAUSTAIR OUTLET CONDENSATE TRAP,.CONNECTION- ® ~� (Either Side)t`- 1-1/16 (27) DETAIL OF CONDENSATE TRAP 1-1/16 (Field Installed) (27) CONDENSATE DRAIN TRAP CONNECTION CONNECTION (On Unit) 1/2(38) Diameter (Either Side of Trap) ♦ C 1-1/16 (27) "23-1/8 (587) o/ RETURN AIR OPENING TOP VIEW DRAT CLEAN PLUG ELECTRICAL A B INLETS r **D Either Side) inch mm inch . O mm GHR26Q3/3-50 GHR26Q3-75 16-1/4 413 40 SECONDARY 14-1/8 305 12-7/8 327 HEAT 359 GHR2603/4-100 21-1/4 540 EXCHANGER\ GAS PIPING 19-1/8 n' 17-7/8 454 INLET 486 GHR26Q4/5-100 GHR26Q4/5-120 INDUCED (Either Side) B 19-1/8 DRAFT / 19-1/8 ' a BLOWER AIR FLOW PRIMARY COMBUSTION ` ` HEAT AIR INTAKE EXCHANGER (Either Side) ^ -1/2 (64) - CONDENSATE TRAP *17-5/8 (448)(Field Installed) **18-7/8(479) ■*8 9/16 **1-1/16 D I I **1-1/16 op.j� Supply Air ( 1 (27) (27) **1-1/16 PP Y 217 Supply Air (27) SIDE VIEW FRONT VIEW 28-1/2 ' (724) O V / -BLOWER I O r L *17-5/8(448) "*8-9/16 **18-7/8(479) (217) Supply Air **1-1/16 SIDE VIEW (27) NOTE— Supply air opening is equipped with a 5/8 inch (16 mm) flange that maybe bent 901 for plenum connection on conventional down -flow furnace applications or to help in alignment with cooling coil. *Dimensions before both flanges are bent. **Dimensions after both flange are bent. Model No. A B C *D **D inch mm inch mm inch mm inch mm inch mm GHR26Q3/3-50 GHR26Q3-75 16-1/4 413 40 1016 14-1/8 305 12-7/8 327 14-1/8 359 GHR2603/4-100 21-1/4 540 40 1016 19-1/8 457 17-7/8 454 19-1/8 486 GHR26Q4/5-100 GHR26Q4/5-120 2 1-1/4 540 46 1168 19-1/8 457 17-7/8 454 19-1/8 486 GHR26 / Page 7 lip. DIMENSIONS — inches (mm) . DOWN-FLO ADDITIVE FLOOR BASE FRONT OF A FURNACE DOWN-FLO ADDITIVE FLOOR BASE 1-1/2 (38) SUPPLY AIR OPENING B 19-3/8(492) 1-1/2(38) TOP VIEW 00 28-13/16 (732) 3 (76) SIDE VIEW Furnace A B Model No. in. mm in. mm GHR26Q2/3-50 17-3/8 302 14-3/8 207 GHR26Q3-75 GHR26Q3/4-100 1 22-3/8 501 19-3/8 375 GHR26Q4/5-100 22-3/8 501 19-3/8 375 GHR26Q4/5-120 GHR26 /Page 8 lop. r 0, ) ev OPTIONAL ACCESSORY DIMENSIONS — inches (mm) ROOF TERMINATION KITS 15,175 — For 2 inch (51 mm) Venting 44,141 — For 3 inch (76 mm) Venting INTAKE PIPE (Not Furnished) 12 (305) Minimum Above Average Snow Accumulation 1 1 3 in. MAX. (76 mm) 8 (203) 1-11 H —Minimum FLASHING (Furnishe INSULATION SLEEVES (2► (Furnished) 2 x 1-1/2 in. (51 x 38 mm) 15,175 or3x2in. (76 x 51 mm) 44,141 REDUCER BUSHING (Not Furnished) ` EXHAUST PIPE (Not Furnished) ARMAFLEX INSULATION (Not Furnished) CONCENTRIC ROOF/WALL TERMINATION KIT 60677 — 2 inch (51 mm) for -50 and -75 models 33K97 — 3 inch (76 mm) for -100 and -120 models 2 x 1.1/2 in. (51 x 38 mm) 60G77 3 x 2 in. (76 x 51 mm) 33K97 REDUCER BUSHING (Furnished) s 37 -t- (940) + INTAKE AIR r! o iol ED Inill 4 w INTAKE AIR EXHAUST ;. CLAMP AIR .'"..ELBOW,;!; (Furnished) TERMINATION '(Furnished) ASSEMBLY , '.' (Furnished) CONCENTRIC WALL TERMINATION APPLICATIONS r •rr K� 10-1/2 267 a 4,t�=OUTSIDE ( ) WALL INTAKE wAIR EXHAII eu, EXHAUST AIR '� o AIR INTAK r .12 (305) INTAKE AIR Minimum Above Grade GRADE Y ��C�ONCENTRIC ROOF '. ,.'j' TERMINATION APPLICATIONS y arra ".1l'urnis ed) SHEET METAL STRAP (Not Furnished) C61- n P and sheet metal strap • hyo^ Must be field' INDOOR 2 x 1-1/2 in. (51 x 38 mm) 22G44 - EXHAUST ASSEMBLY ' 3 x 2 in. (76 x 51 mm) 44,140 (Furnished) _ 'REDUCER BUSHING - _ (Furnished) • ��) GASKET - �h, hyZy. S; % 1 (Furnished) , OUTDOOR r "�k++'e •(•f - EXHAUST ASSEMBLY INDOOR , ►Furnished) INTAKE ASSEMBLY O (Furnished)�'P 2 in. (51 mm) COUPLING ,�'�'•,r , INTAKE (Furnished) AIR I A 'Bushing outside on plate FACE PLATE EXHAUST for 44J40 kit. (Furnished) AIR, WALL TERMINATION KITS (CLOSE -COUPLE) ' 22G44 — For 2 inch (51 mm) Venting 44J40 — For 3 inch (76 mm) Venting r 4 If Intake and Exhaust Pipe is lessthan 12 in. (305 mm) above snow accu- mulation or other obstructions, field fabricated piping must be installed. 12 EXHAUST t .44 AIR _ (305) INTAKE, J�*70 INSULATION lJ • AIR I V' I ■ r EXHAUST (Not Furnished) I INTAKE ,o AIR I I 5 027) ' 2 12 (305) + J-6,51)Minimum 5-1/2 12 ' 12 • ABOVE GRADE (140) GRADE (305) (305) GRADE f NOTE — 12 in. (305 mm) minimum height above average snow accumulation.. t \ 12 in. (305 mm) maximum 6 in. (152 mm) R I maximum Typical Application WALL TERMINATION KIT (RING KIT)-' 15F74 — For 2 inch -(51 mm) Venting NOTE —Not for use with 3 inchr(76.rn in) Venting . NOTE — EXHAUST PIPE SHOWN INSULATION SLEEVE (2 Furnished 1 for intake and 1 for exhaust) STAINLESS STEEL OUTSIDE SEAL CAP (2 Furnished 1 for intake and 1 for exhaust) GALVANIZED STEEL INSIDE SEAL CAP + (2 Furnished 1 for intake and 1.for exhaust) 2 in. (51'mm) PVC (Not Furnished), - PVC COUPLING (Not Furnished) I I I +2 x 1-1/2 in. (51 x 38 mrn) ' ARMAFLEX INSULATION SEAL RINGS 14 Furnished (Not Furnished) ' ; 2 for intake and 2 for exhaust) - REDUCER BUSHING (� M1 (Not Furnished) -GHR26/Page 10 r OPTIONAL ACCESSORY DIMENSIONS — inches (mm) INDOOR 2 x 1-1/2 in. (51 x 38 mm) 22G44 - EXHAUST ASSEMBLY ' 3 x 2 in. (76 x 51 mm) 44,140 (Furnished) _ 'REDUCER BUSHING - _ (Furnished) • ��) GASKET - �h, hyZy. S; % 1 (Furnished) , OUTDOOR r "�k++'e •(•f - EXHAUST ASSEMBLY INDOOR , ►Furnished) INTAKE ASSEMBLY O (Furnished)�'P 2 in. (51 mm) COUPLING ,�'�'•,r , INTAKE (Furnished) AIR I A 'Bushing outside on plate FACE PLATE EXHAUST for 44J40 kit. (Furnished) AIR, WALL TERMINATION KITS (CLOSE -COUPLE) ' 22G44 — For 2 inch (51 mm) Venting 44J40 — For 3 inch (76 mm) Venting r 4 If Intake and Exhaust Pipe is lessthan 12 in. (305 mm) above snow accu- mulation or other obstructions, field fabricated piping must be installed. 12 EXHAUST t .44 AIR _ (305) INTAKE, J�*70 INSULATION lJ • AIR I V' I ■ r EXHAUST (Not Furnished) I INTAKE ,o AIR I I 5 027) ' 2 12 (305) + J-6,51)Minimum 5-1/2 12 ' 12 • ABOVE GRADE (140) GRADE (305) (305) GRADE f NOTE — 12 in. (305 mm) minimum height above average snow accumulation.. t \ 12 in. (305 mm) maximum 6 in. (152 mm) R I maximum Typical Application WALL TERMINATION KIT (RING KIT)-' 15F74 — For 2 inch -(51 mm) Venting NOTE —Not for use with 3 inchr(76.rn in) Venting . NOTE — EXHAUST PIPE SHOWN INSULATION SLEEVE (2 Furnished 1 for intake and 1 for exhaust) STAINLESS STEEL OUTSIDE SEAL CAP (2 Furnished 1 for intake and 1 for exhaust) GALVANIZED STEEL INSIDE SEAL CAP + (2 Furnished 1 for intake and 1.for exhaust) 2 in. (51'mm) PVC (Not Furnished), - PVC COUPLING (Not Furnished) I I I +2 x 1-1/2 in. (51 x 38 mrn) ' ARMAFLEX INSULATION SEAL RINGS 14 Furnished (Not Furnished) ' ; 2 for intake and 2 for exhaust) - REDUCER BUSHING (� M1 (Not Furnished) -GHR26/Page 10 r �• WTK WALL TERMINATION KIT WITH FIELD FABRICATION ABOVE GRADE EXTENDED CLEARANCE 30G28 — For 2 inch (51 mm) Venting 81J20— For 3 inch (76 mm) Venting If Intake and Exhaust Pipeislessthan 12 (305) INTAKE I CI INSULATION AIR \ I I Y(Not Furnished) EXHAUST a 1/ AIR 5 7. d. (127)- 01- oo 0) 4 ! Ill 1140) Technical Publications GRADE 12 in. (305 mm) above snow accu- mulation or other obstructions, field fabricated piping must be installed. EXHAUST AIR L(C_�L -�► i i I �J L J -----U INTAKE AIR I I� OPTIONAL ACCESSORY DIMENSIONS — inches (mm) 12 (305) Minimum �• WTK WALL TERMINATION KIT WITH FIELD FABRICATION ABOVE GRADE EXTENDED CLEARANCE 30G28 — For 2 inch (51 mm) Venting 81J20— For 3 inch (76 mm) Venting If Intake and Exhaust Pipeislessthan 12 (305) INTAKE I CI INSULATION AIR \ I I Y(Not Furnished) EXHAUST a 1/ AIR 5 7. d. (127)- 01- oo 0) 4 ! Ill 1140) Technical Publications GRADE 12 in. (305 mm) above snow accu- mulation or other obstructions, field fabricated piping must be installed. EXHAUST AIR L(C_�L -�► i i I �J L J -----U INTAKE AIR I I� WTKX EXTENSION RISER TERMINATION KIT 30G79 — For 2 inch (51 mm) Venting NOTE — Not for 3 inch (76 mm) Venting 9 4 INTAKE (2291 (102) AIR EXHAUST AIR o EXHAUST AIR U::A OUTSIDE 8 WALL (203) LI Minimum 34 I (864) INSULATION INTAKE (Not Furnished) AIR 0 0 0 0 —7777 777 7 zz GRADE GRADE i 12 (305) GHR26 / Page 11 8 (203) 4 Minimum 12 (305) Minimum 12 (305) ABOVE GRADE Maximum GRADE • WTKX EXTENSION RISER TERMINATION KIT 30G79 — For 2 inch (51 mm) Venting NOTE — Not for 3 inch (76 mm) Venting 9 4 INTAKE (2291 (102) AIR EXHAUST AIR o EXHAUST AIR U::A OUTSIDE 8 WALL (203) LI Minimum 34 I (864) INSULATION INTAKE (Not Furnished) AIR 0 0 0 0 —7777 777 7 zz GRADE GRADE i 12 (305) GHR26 / Page 11 � lei t-oz-o� I L AC *SLMA)F, Wl mti ,U Vvl� on �2� C 0,772-C zs� .-n, -7C. er 3o� Pi�LEE �%r2 � o -.- ti. d ��_ W rvD u11�2D ct.0 C W rte . C� � G auT U�!► n1D u11�o � e J OF CAL�� A4.S)-GYI�. oL-Al -N t.. C d 44.5 c�twtUAAA WAD) ) l'L` a _%an .._N uLa , -W 2kfilAw t&X, C.: 0cc, _ X fo _ [.PA of Ucl 01 aL2Awt -Z(Zcl ri �t�r►0 ��OfZ a z42 0 I i CA CA,w Ws -Lf vae6lp- (orlf o,� ��� ILf,S� (� Z �°► Ids/ �? �e Y V3 adr- Z- 44, 4- fl tf� - __LU'�-_(2ls Ch I [- Ll� h (4;X-11ZXaa)_-(b 5 ',3)4Cq + q A- ; �K tkt FJ. w I -M S�.j CAJS I VVc FEW ori) MWitL Ca Grp kWeV-227 Z� 1 ;zIi, U E0, ItQ )(YA K t<<Z,'� o I.,OH X21 Ke, vv -7.6 (k .Sin _fMN 7ZZ Au MW . - /:44�1� a/t et_ W !q 32 ('D . tF�.t.IC�. 4 4e t s - --- .-- - - = q�5 _._Cldb_II LAA CA) &vn Pi vev c k v .. oil- Ie� NAtus C-A�t l``St=et-=Gt legit OtL..G x-16.3 rU OL tk- " AAkTD.- _Z P-cws . / -S NMS I V&Ma- . Lol It_ • Il C' �.0 tnll �`�� 49 a4P5 VusV 2c�e l�J 4, 64!�;_ V-0ougg V_ Olt D 5 `t _l/ celSL.s_�uc.L_L�_�a1ce..��.i�o_u F-v� t��.tvt��c) v_- C21 owe -4 �,�r�:�-- -_ - - ia ----- - - -- _ _ -. - - -- - - KtT r. Irl Ix vg C- wz MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-01 5A MADRONE AVE OROVILLE, CA 95966 Date: 03/08/99 Page: 2 / GENERAL TIMBER BEAM DESIGN BEAM DATA SPAN DATA Timber Section -------- End Fixity Pin:Pin Center Span 16.25 ft Beam Width = 3.500 in Elastic Modulus- = 2000000 psi . Left Cantilever 0.00 ft Beam Depth = 11.88 in Beam Density 35.0 pcf Right Cantilever = 0.00 ft Lamination Thickness - 0.00 in Load Duration Factor = 1.25 UNBRACED LENGTHS Fb Bending = 2900 psi , Beam Wt. is Added to Loads Le Center Span - 0.00 ft Fv - Shear = 290 psi End Shear Calc'd at Support Le Left Cant. - 0.00 ft Fc - Bearing 650 psi Le Right Cant. 0.00 ft APPLIED LOADS Uniform Load @ Center Span: DL = 184.0 plf LL = 104.0 plf Trapezoidal Load: DL: 30.Oplf @ lft. 30.Oplf @ rt LL: 120.Oplf @ lft. 120.Oplf @ rt from 4.12 ft to 12.12 ft SUMMARY USING 3.500 x 11.875 Beam. Bending - 49.44%. Shear = 30.09% Max. Pos Man @ 8.12 ft = 13.51 k -ft Shear: Max. @ Left = 3.02 k Reactions... + DL Maximum Max. Neg Man @ 0.00 ft - 0.00 k -ft ....used for dsgn = 4.53 k Left - 1.70 k 3.02 k Max @ Left - 0.00 k -ft ....Area Req'd = 12.51 int Right = 1.70 k 3.02 k Max @ Right - 0.00 k -ft Max. @ Right - 3.02 k Max. Allow Moment - 27.33 k -ft ....used for dsgn 4.53 k Deflections... fb : Max. Actual - 1971.5 psi ....Area Req'd - 12.50 int Center = -0.35 in -0.65 in Fb Allowable = 3987.5 psi fv Max. Actual = 109.08 psi ....Dist = 8.12 ft 8.125 ft Fv Allowable - 362.5 psi ...L/Defl = 564 301 Ck = .811(E/Fb)".5 19.05 Left 0.00 in 0.000 in Cs - (LeD/B"2)".5 - 0.00 Bearing Req'd @ Left - 1.33 in ...L/Defl 0 0 Cv per UBC 2312.4.5 = 1.10 Bearing Req'd @ Right = 1.33 in - Right 0.00 in 0.000 in ...L/Deft 0 0 1 16.25 l V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY. KW -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-01 5A MADRONE AVE OROVILLE, CA 95966 Date: 03/14/99 Page: GENERAL TIMBER BEAM DESIGN = 910.6 psi ....Area Req'd 12.09 in2 Center -0.03 in -0.07 in Fb Allowable 3270.6 psi BEAM DATA SPAN DATA psi ....Dist - 4.22 ft Timber Section End Fixity Pin:Pin Center Span = 8.00 ft Beam Width = 1.750 in Elastic Modulus = 2000000 psi Left Cantilever - 3.00 ft Beam Depth = 11.88 in Beam Density = 33.0 pcf Right Cantilever = 0.00 ft Lamination Thickness = 0.00 in Load Duration Factor 1.25 UNBRACED LENGTHS = 14.02 Fb - Bending = 2900 psi Beam Wt. is Added to Loads Le Center Span = 2.00 ft Fv - Shear Cv per UBC 2312.4.5 165 psi End Shear Calc'd at Support Le Left Cant. = 0.00 ft Fc - Bearing = 750 psi Le Right Cant. = 0.00 ft APPLIED LOADS Uniform Load @ Center Span: DL - 184.0 plf LL = 104.0 plf Uniform Load @ Left Cantilever: DL - 184.0 plf LL = 104.0 plf Trapezoidal Load: DL: 30.Oplf @ lft. 30.Oplf @ rt LL: 120.Oplf @ lft. 120.Oplf @ rt from 0.50 ft to 8.00 ft SUMMARY USING 1.750 x 11.875 Beam. Bending = 27.84%. Shear = 65.20% Max. Pos Man @ 4.26 ft = 3.12 k -ft Shear: Max. @ Left - 1.86 k Reactions... DL Max. Neg Man @ 0.00 ft = -0.85 k -ft ....used for dsgn 2.79 k Left 1.53 k Max @ Left = -1.32 k -ft ....Area Req'd - 13.55 1n2 Right 0.77 k Max @ Right = 0.00 k -ft Max. @ Right = 1.66 k Max. Allow Moment = 11.21 k -ft ....used for dsgn = 2.49 k Deflections... Maximum 2.74 k 1.66 k fb Max. Actual = 910.6 psi ....Area Req'd 12.09 in2 Center -0.03 in -0.07 in Fb Allowable 3270.6 psi fv Max. Actual = 134.48 psi ....Dist - 4.22 ft 4.088 ft Fv Allowable = 206.3 psi ...L/Defl = 3275 1346 Ck = .811(E/Fb)".5 = 19.05 Left _ 0.02 in 0.068 in Cs = (LeD/B-2)-.5 = 14.02 Bearing Req'd @ Left = 2.09 in ...L/Defl = 3924 1064 Cv per UBC 2312.4.5 = 1.00 Bearing Req'd @ Right = 1.27 in Right 0.00 in 0.000 in ...L/Defl 0 0 8.00 V4.4C1 (c) 1983-96 ENERCALC MICHAEL MONEY. KW -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-01 5A MADRONE AVE OROVILLE, CA 95966 Date: 03/14/99 Page GENERAL TIMBER BEAM DESIGN BEAM DATA SPAN DATA Timber Section End Fixity Pin:Pin Center Span = 8.00 ft Beam Width 3.500 in Elastic Modulus 2000000 psi Left Cantilever = 3.00 ft Beam Depth = 11.88 in Beam Density = 33.0 pcf Right Cantilever = 0.00 ft Lamination Thickness = 0.00 in Load Duration Factor = 1.25 UNBRACED LENGTHS Fb - Bending = 2900 psi Beam Wt. is Added to Loads Le Center Span = 2.00 ft Fv - Shear = 165 psi End Shear Calc'd at Support Le Left Cant. = 0.00 ft Fc - Bearing = .750 psi Le Right Cant.. = 0.00 ft APPLIED LOADS Uniform Load @ Center Span: DL = 184.0 plf LL =.104.0 plf Uniform Load @ Left Cantilever: DL = 184.0 plf LL = 104.0 plf Trapezoidal Load: DL: 30.Oplf @ ]ft. 30.Oplf @ rt LL: 120.Oplf @ lft. 120.Oplf @ rt from 0.50 ft to 8.00 ft SUMMARY USING 3.500 x 11.875 Beam. Bending = 11.52%. Shear = 32.98% Max. Pos Mom @ 4.26 ft 3.15 k -ft Shear: Max. @ Left 1.88 k Reactions... DL Maximum Max. Neg Mom @ 0.00 ft -0.87 k -ft ....used for dsgn = 2.83 k Left = 1.57 k 2.78 k Max @ Left = -1.34 k -ft ....Area Req'd 13.71 int Right = 0.78 k 1.68 k Max @ Right 0.00 k -ft Max. @ Right = 1.68 k Max. Allow Moment = 27.33 k -ft ....used for dsgn 2.52 k Deflections... fb Max. Actual 459.4 psi ....Area Req'd = 12.21 in2 Center = -0.01 in -0.04 in Fb Allowable = 3987.5 psi fv Max. Actual = 68.02 psi ....Dist 4.22 ft 4.088 ft Fv Allowable = 206.3 psi ...L/Defl = 6420 2670 Ck = .811(E/Fb)".5 - 19.05 Left 0.01 in 0.034 in Cs = (LeD/B-2)-.5 = 7.01 Bearing Req'd @ Left = 1.06 in ...L/Defl = 7729 2120 Cv per UBC 2312.4.5 = 1.10 Bearing Req'd @ Right = 0.64 in Right = 0.00 in 0.000 in ...L/Deft = 0 0 11 8.00 l V4.40(c) 1983-96 ENERCALC MICHAEL MONEY. KW -0601576 MICHAEL• MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-01 5A MADRONE AVE OROVILLE, CA 95966 Date: 03/14/99 Page: GENERAL TIMBER BEAM DESIGN ?,Y7/ � CA P&LA-RAW 2,C) BEAM DATA SPAN DATA Timber Section End Fixity Pin:Pin Center Span 5.25 ft Beam Width = 3.500 in Elastic Modulus _ 2000000 psi Left Cantilever = 3.00 ft Beam Depth = 11.88 in Beam Density 33.0 pcf Right Cantilever 0.00 ft Lamination Thickness 0.00 in Load Duration Factor = 1.25 UNBRACED LENGTHS Fb Bending = 2900 psi Beam Wt. is Added to Loads Le Center Span 2.00 ft Fv - Shear = 165 psi End Shear Calc'd at Support Le Left Cant.. - 0.00 ft Fc Bearing = 750 psi Le Right Cant. = 0.00 ft APPLIED LOADS Uniform Load @ Center Span: DL = 270.0 plf LL = 480.0 plf Uniform Load @ Left Cantilever: OL = 270.0 plf LL = 480.0 plf SUMMARY USING 3.500 x 11.875 Beam. Bending = 12.50%. Shear = 46.28% Max. Pos Man @ 2.94 ft _ 2.03 k -ft Shear: Max. @ Left 2.64 k Reactions... OL Maximum Max. Neg Man @ 0.00 ft = -1.26 k -ft ....used for dsgn 3.97 k Left 1.81 k 4.92 k Max @ Left = -3.42 k -ft ....Area Req'd = 19.23 in2., Right = 0.49 k 1.75 k Max @ Right 0.00 k -ft Max. @ Right - 1.75 k Max. Allow Moment = 27.33 k -ft ....used for dsgn - 2.63 k Deflections... fb Max. Actual 498.6 psi ....Area Req'd - 12.76 int Center -0.00 in -0.01 in Fb Allowable = 3987.5 psi fv Max. Actual = 95.45 psi ....Dist = 3.33'ft 2.774 ft Fv Allowable 206.3 psi ...L/Defl 51037 6639 Ck = .811(E/Fb)".5 = 19.05 Left -0.01 in -0.036 in Cs - (LeD/B"2)".5 7.01 Bearing Req'd @ Left = 1.88 in ...L/Defl = 9376 1993 Cv per UBC 2312.4.5 = 1.10 Bearing Req'd @ Right 0.67 in Right 0.00 in 0.000 in ...L/Defl = 0 0 t . t 1 3.00 1 5.25 1 V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY. KW -0601576 ---------- ------------ fiu................. • ........... ------- ----- - .. .... ::_ _ ' ___=- _ - ,_ -,k7_ _ -_ _:2_=2.-x:c. ��12-��� �_ _ cis C: _ ode ---- m :7--th U.C.- .. ..... . ..... - • ........... ------- ----- - .. .... ::_ _ ' ___=- _ - ,_ -,k7_ _ -_ _:2_=2.-x:c. ��12-��� �_ _ cis C: _ -77 7.7 -- 'Zile ----- ---- ---------- --------------- — ----- ---- — ------- ----------- — ------ ----------- ... .. .. ... ....... . ....... ..... ... .... ..... MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-01 5A MADRONE AVE OROVILLE, CA 95966 Date: 03/14/99 Page: 7 MULTI -SPAN TIMBER BEAM DESIGN 2 GENERAL DATA - 1 2 3 All Spans Simple Support ?? NO Spans Length ft 7.92 7.83 7.17 End Fixity: Pin:Pin Pin:Pin Pin:Pin Beam Width in 1.500 1.500 1.500 Beam Depth in 11.25 11.25 11.25 CALCULATED VALUES -OK- -OK- -OK- F'b-Modified Allow. psi 1187.6 1187.6 1187.6 fb - Actual. psi 131.3 131.3 110.6 F'v-Modified Allow. psi 118.8 118.8 118.8 fv, (actual) * 1.5 psi 18.3 14.9 16.2 Moment @ Left k -in 0.0 -4.2 -3.5 Moment @ Right k -in -4.2 -3.5 0.0 Max. Mom. @ Mid -Span k -in 3.2 1.1 2.6 X -Dist ft 3.17 4.02 4.35 Shears: Left k 0.17 0.22 0.23 Right k -0.26 -0.20 -0.15 Reaction @ Left DL k 0.07 0.19 0.18 LL k 0.10 0.28 0.26 Total k 0.17 0.48 0.44 Reaction @ Right DL k 0.19 0.18 0.06 LL k 0.28 0.26 0.09 Total k 0.48 0.44 0.15 Max. Oefl. @ Mid Span in -0.009 -0.001 -0.006 X -Dist ft 3.54 4.12 4.02 DESIGN DATA Le: Unsupported Length ft 2.00 2.00 2.00 Fb:Basic Allowable psi 1005.0 1005.0 1005.0 Fv:Basic Allowable psi 95.0 95.0 95.0 Elastic Modulus ksi 1600 1600 1600 Load Duration Factor 1.25 1.25 1.25 APPLIED LOADS Use Live Load on This Span ? Yes Yes Yes Uniform...... DL plf 22.0 22.0 22.0 LL plf 32.0 32.0 32.0 QUERY VALUES Location ..... ft 0.00 0.00 0.00 Shear # 0.17 0.22 0.23 Moment k -in -0.00 -4.15 -3.50 Deflection in 0.000 0.000 0.000 (continued'on next page.-...) V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY. KW -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-01 5A MADRONE AVE OROVILLE, CA 95966 Date: 03/14/99 Page: a GENERAL TIMBER BEAM DESIGN [5- �CcA 2,6q F=UN USING 5.125 x 15.000 Beam. Bending = 44.34%. Shear = 28.49% SPAN DATA Pin:Pin Center Span BEAM DATA 1800000 psi Left Cantilever - Timber Section -------- Right Cantilever End Fixity Beam Width = 5.125 in Elastic Modulus = Beam Depth = 15.00 in Beam Density = Lamination Thickness = 1.50 in Load Duration Factor = Fb - Bending = 2400 psi Beam Wt. is Added to Loads Fv - Shear = 165 psi End Shear Calc'd at Support Fc - Bearing = 650 psi Max. Allow Moment = 44.15 k -ft ....used for dsgn = APPLIED LOADS Uniform Load @ Center Span: DL = 87.0 plf LL = 126.0 plf fb Max. Actual = 1222.4 psi V1MMADV USING 5.125 x 15.000 Beam. Bending = 44.34%. Shear = 28.49% SPAN DATA Pin:Pin Center Span 26.00 ft 1800000 psi Left Cantilever - 0.00 ft 35.0 pcf Right Cantilever 0.00 ft 1.25 UNBRACED LENGTHS ....used for dsgn = 4.52 k Le : Center Span = 2.00 ft 3.01 k Le Left Cant. = 0.00 ft k -ft Le Right Cant. = 0.00 ft Max. Pos Mom @ 13.00 ft = 19.58 k -ft Shear: Max. @ Left 3.01 k Reactions... DL Maximum Max. Neg Mom @ 26.00 ft = 0.00 k -ft ....used for dsgn = 4.52 k Left 1.37 k 3.01 k Max @ Left - 0.00 k -ft ....Area Req'd 21.90 int Right = 1.37 k 3.01 k Max @ Right 0.00 k -ft Max. @ Right = 3.01 k Max. Allow Moment = 44.15 k -ft ....used for dsgn = 4.52 k Deflections... fb Max. Actual = 1222.4 psi ....Area Req'd = 21.90 int Center -0.42 in -0.92 in Fb Allowable 2756.9 psi fv Max. Actual = 58.77 psi ....Dist = 13.00 ft 13.000 ft Fv Allowable 206.3 psi ...L/Defl = 745 340 Ck = .811(E/Fb)".5 = 19.87 Left 0.00 in 0.000 in Cs = (LeD/B-2)".5 = 5.79 Bearing Req'd @ Left 0.90 in ...L/Defl = 0 0 Cv per UBC 2312.4.5 0.92 Bearing Req'd @ Right 0.90 in Right = '0.00 in 0.000 in ...L/Defl = 0 0 26.00 V4.4C1 (c) 1983-96 ENERCALC MICHAEL MONEY. KW -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-01 5A MADRONE AVE OROVILLE, CA 95966 Date: 03/34/99 Page: GENERAL TIMBER BEAM DESIGN .b3lq � rX Timber Section Beam Width Beam Depth Lamination Thickness Fb - Bending Fv - Shear' Fc Bearing BEAM DATA End Fixity 6.750 in Elastic Modulus = 13.50 in Beam Density = 1.50 in Load Duration Factor = 2400 psi Beam Wt. is Added to Loads 165 psi End Shear Calc'd at Support 650 psi APPLIED LOADS Uniform Load @ Center Span: DL = 87.0 plf LL = 126.0 plf 43 MADV USING 6.750 x 13.500 Beam. Bending = 42.91%. Shear = 24.40% Max. Pos Mom @ 13.00 ft = 19.87 k -ft Shear: Max. @ Left Max. Neg Mom @26.00 ft 0.00 k -ft ....used for dsgn Max @ Left = 0.00 k -ft ....Area Req'd Max @ Right = 0.00 k -ft Max. @ Right Max. Allow Moment = 46.31 k -ft ....used for dsgn fb Max. Actual = 1162.9 psi ....Area Req'd Fb Allowable = 2710.4 psi fv Max. Actual = 693 321 Fv Allowable Ck = .811(E/Fb)-.5 = 19.87 in ...L/Defl Cs = (LeD/B-2 )-.5 4.03 in Bearing Req'd @ Left Cv per UBC 2312.4.5 = 0.90 Bearing Req'd.@ Right 1 26.00 1 = 3.06 SPAN DATA Reactions... Pin:Pin Center Span = 26.00 ft 1800000 psi Left Cantilever = 0.00 ft 35.0 pcf Right Cantilever = 0.00 ft 1.25 UNBRACED LENGTHS 3.06 k = 3.06 Le Center Span 2.00 ft Le Left Cant. 0.00 ft k Le Right Cant. = 0.00 ft = 3.06 k Reactions... DL Maximum = 4.59 k Left = 1.42 k 3.06 k = 22.23 in2 Right 1.42 k 3.06 k = 3.06 k = 4.59 k Deflections... = 22.23 in2 Center = -0.45 in -0.97 in = 50.32 psi ....Dist = 13.00 ft 13.000 ft = 206.3 psi ...L/Defl = 693 321 Left = 0.00 in 0.000 in = 0.70 in ...L/Defl 0 0 = 0.70 in Right 0.00 in 0.000 in ...L/Defl = 0 0 V4.4C1 (c) 1983-96 ENERCALC MICHAEL MONEY. KW -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-01 • 5A MADRONE AVE OROVILLE, CA 95966 Date: 03/14/99 Page: 1. Q) GENERAL TIMBER BEAM DESIGN 4AN 1 26.00 1 BEAM DATA Timber Section - -------- = End Fixity Beam Width 5.250 in Elastic Modulus = Beam Depth = 13.00 in Beam Density ' _ Lamination Thickness = 0.00 in Load Duration Factor = Fb - Bending = 2900 psi Beam Wt. is Added to Loads Fv - Shear = 295 psi End Shear Calc'd at Support Fc - Bearing = 750 psi 0.00 ft Le Right Cant. APPLIED LOADS Uniform Load @ Center Span: DL = 87.0 plf LL = 126.0 plf Reactions... DL Maximum SUMMARY USING 5.250 x 13.000 Beam. Bending = 43.82%. 1.35 k Shear = 17.79% Max. Pos Man @ 13.00 ft = 19.40 k -ft Shear: Max. @ Left = Max. Neg Man @ 26.00 ft = 0.00 k -ft ....used for dsgn = Max @ Left = 0.00 k -ft ....Area Req'd = Max @ Right 0.00 k -ft Max. @ Right = Max. Allow Moment - 44.28 k -ft. ....used for dsgn = fb Max. Actual - 1574.3 psi ....Area Req'd = Fb Allowable - 3592.9 psi fv Max. Actual = = 563 254 Fv Allowable = Ck = .811(E/Fb)".5 = 19.05 0.000 in Cs = (LeD/8-2)"'.5 = 5.03 0 Bearing Req'd @ Left = Cv per UBC 2312.4.5 0.99 Right Bearing Req'd @ Right _ 1 26.00 1 V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY. KW -0601576 SPAN DATA Pin:Pin Center Span = 26.00 ft 2000000 psi Left Cantilever = 0.00 ft 35.0 pcf Right Cantilever = 0.00 ft 1.25 UNBRACED LENGTHS ' Le Center Span 2.00 ft Le Left Cant. 0.00 ft Le Right Cant. = 0.00 ft 2.98 k Reactions... DL Maximum 4.48 k Left 1.35 k 2.98 k 12.14 in2 Right = 1.35 k 2.98 k 2.98 k 4.48 k Deflections... 12.14 in2 Center = -0.55 in -1.23 in 65.60 psi ....Dist = 13.00 ft 13.000 ft 368.8 psi ...L/Defl = 563 254 Left = 0.00 in 0.000 in 0.76 in ...L/Defl 0 0 0.76 in Right 0.00 in _ 0.000 in ...L/Defl 0 0 V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY. KW -0601576 ----------------- 9-1 V _cam - _ IsK A RL --- --- ----- -,-- :--2�«- _ ---• - 30- --- ---------- ------------- ...... .. .. KA ------------ OWL,- qv.g-, --777- lq� T7, '2! 7-7 r 1-7 I 7A -7; f i ..................... ......... ---------- ....... ----------------- Li . . . ...... -- ------ --- .............. . ------------------- MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-01 •: 5A MADRONE AVE OROVILLE, CA 95966 03/14/99 Page: p`� F21Date: RESTRAINED RETAINING WALL DESIGN 2T Cooper 5 Foot Restrained Retaining wall WALL DATA FOOTING DATA SOIL DATA Retained Soil Ht. = 5.00 ft Footing Thickness = 12.00 in Allow. Soil Bearing 1500 psf Toe Width = 0.75 ft Active Fluid Press = 30 pcf Ht. Above Top Support = 0.17 ft Heel Width = 1.00 ft Design Fluid Press = 30.00 pcf Dist: Ftg. To Top Support - 5.17 ft Total Footing Width. 1.75 ft Backfill Slope = 0.00 :1 Total Wall Height = 5.34 ft Passive Lateral = 150.0 psf Fixity @ Base of Wall- = 0 % Key Depth 12.00 in Soil Density = 110.0 pcf VERTICAL LOADS Key Width = 12.00 in Soil Ht Over Toe 0.00 in Axial DL on Stem - 265.0 plf Key Dist. to Toe = 0.75 ft Axial LL on Stem = 240.0 plf SUNMARY ..Eccentricity = 0.00 in Pressure @ Toe 0 / 943.9 psf Ecc. of Resultant = 0.13 in Surcharge over Toe = 0.0 psf Pressure @ Heel = \ 874.3 psf Kern Distance 3.50 in Surcharge over Heel = 50.0 psf Allowable Press. = 1500.0 sf Footing One -Way Shear:' LATERAL LOADS Sliding F.O.S. 1.54 :1 @ Toe = 0.29 psi Lateral Load Acting on i. @ Heel = 0.00 psi Stem above soil = 0.0 psf Restraint Force Req'd Allowable Shear = 85.0 psi Add'l Lateral Load = 0.0 plf at Top of Wall = 153.9 # Footing Overturning ....Top Ftg to load start = 0.00 ft Additional Restraint Stability Ratio = 4.70 :1 ....Top Ftg to load start = 0.00 ft Req'd at Bottom = 0.0 # SLIDING CHECK @ BASE FOOTING DESIGN Soil Press. Mult. Toe Heel f'c = 2500 psi Ftg/Soil Friction = 0.250 by ACI 9-1 = 1364 1264 psf Fy = 40000 psi Soil to Neglect =. 0.00 in Mu Upward 380 159 ft-# Min. Asteel % = 0.0014 % Factor of Safety 1.54 :1 Mu Downward = 59 131 ft-# Lateral Pressure = 453.0 # Mu Design = 321 28 ft-# Rebar Choices Passive Pressure 300.0 # One -Way Shear: Toe Heel Friction Pressure = 397.7 # Actual = 0.3 0.0 psi #4 @ 16.44 16.33 in Addn'l Force Req'd = 0.0 # Allowk.85 = 85.0 85.0 psi #5 @ 25.48 25.31 in Cover over Rebar = 3.31 3.25 in #6 @ 36.17 35.92 in Ru = Mu/bdz 5 0 psi #7 @ 48.00 48.00 in As Req'd = 0.15 0.15 int #8 @ 48.00 48.00 in #9 @ 48.00 48.00 in STEN DESIGN DATA STEN SECTION DESIGNS Stem Material Concrete NOTE !! Maximum Moment Occurs at 2.22 ft above Top of Footing f'c = 2500 psi Top .8 Ht .6 Ht .4 Ht .2 Ht Bottom Fy = 40000 psi OK OK OK OK OK OK Rebar Cover = 3.00 in Dist. above Ftg 5.17 4.00 3.00 2.00 1.00 0.00 ft Wall Thickness = 6.00 in Bar Size 4.00 4.00 4.00 4.00 4.00 4.00 Rebar Spacing 18.0 18.0 18.0 18.0 18.0 18.0 in Rebar Location Center Center Center Center Center Center Rebar 'd' Dist. 3.00 3.00 3.00 3.00 3.00 3.00 in Tension Face Front Front Front Front Front Front Moments: Actual 6 287 454 496 362 0 ft-# Allowable 1158 1158 1158 1158 1158 1158 ft-# Shears: Actual 7.3 5.9 3.1 1.0 6.6 13.7 # Allowable 85.0 85.0 85.0 85.0 85.0 85.0 # Wall Weight 72.50 72.50 72.50 72.50 72.50 72.50 psf V4.4C1 (c) 1983-96 ENERCALC MICHAEL MONEY. KW -0601576 0 zco P to 0 JCP MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-01 5A MADRONE AVE OROVILLE, CA 95966 GENERAL TIMBER BEAM DESIGN & 4- 3`Ie � 12 ((UJOMA 2. L, f=- d y USING 3.125 x 12.000 Beam. Bending = 31.20%. Shear = 25.18% Date: 03/24/99 SPAN DATA Page: Pin:Pin Center Span = BEAM DATA 1800000 psi Left Cantilever Timber Section 35.0 pcf Right Cantilever = End Fixity Beam Width 3.125 in Elastic Modulus = Beam Depth = 12.00 in Beam Density = Lamination Thickness = 1.50 in Load Duration Factor = Fb - Bending 2400 psi Beam Wt. is Added to Loads Fv - Shear = 165 psi End Shear Calc'd at Support Fc Bearing = 650 psi 1.30 k APPLIED LOADS Uniform Load @ Center Span: DL = 55.0 plf LL = 80.0 plf ....used for dsgn = 1.95 k Deflections... a mweuv USING 3.125 x 12.000 Beam. Bending = 31.20%. Shear = 25.18% Date: 03/24/99 SPAN DATA Page: Pin:Pin Center Span = 18.02 ft 1800000 psi Left Cantilever 0.00 ft 35.0 pcf Right Cantilever = 0.00 ft 1.25 UNBRACED LENGTHS = 0.00 k -ft Le Center Span = 2.00 ft Left Le : Left Cant. 0.00 ft Max Le Right Cant. = 0.00 ft Max. Pos Mom @ 9.01 ft 5.85 k -ft Shear: Max. @ Left = 1.30 k Reactions... DL Maximum Max. Neg Mom @ 18.02 ft = 0.00 k -ft ....used for dsgn = 1.95 k Left - 0.58 k 1.30 k Max @ Left = .0.00 k -ft ....Area Req'd = 9.44 int Right 0.58 k 1.30 k Max @ Right = 0.00 k -ft Max. @ Right 1.30 k Max. Allow Moment 18.75 k -ft ....used for dsgn = 1.95 k Deflections... fb Max. Actual = 935.9 psi ....Area Req'd 9.44 int Center -0.19 in -0:42 in Fb Allowable = 3000.0 psi fv Max. Actual 51.94 psi ....Dist = 9.01 ft 9.010 ft Fv Allowable = 206.3 psi ...L/Defl 1152 512 Ck = .811(E/Fb)".5 - 19.87 Left = ' 0.00 in 0.000 in Cs - (LeD/B"2)".5 7.92 Bearing Req'd @ Left = 0.64 in ...L/Defl - 0 0 Cv per UBC 2312.4.5 = 1.00 Bearing Req'd @ Right = 0.64 in Right = 0.00 in 0.000 in ...L/Defl = 0 0 l18.02 1 V4.4C1 (c) 1983.96 ENERCALC MICHAEL MONEY. KW -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE.20647 EXPIRES 9-30-01 5A MADRONE AVE OROVILLE, CA 95966 Date: 03/24/99 TIMBER JOIST & RAFTER DESIGN 6+- LAX I ) f1 *) DESIGN DATA 1 Timber Section X -Dist ....Depth in 11.25 ....Width in 5.50 Le: Unsupp ft 2.00 Fb- Allow psi 1350.00 Fv- Allow psi 85.00 Elastic Mod. ksi 1600.00 Load Duration Factor Load 1.25 Stress Ratio ->> 0.37 CENTER SPAN -OK- -OK- Span Length ft 19.02 Uniform OL plf 55.00 LL plf 80.00 Mnax @ Cntr k -in 73.26 X -Dist ft 9.51 REACTIONS Left: Dead Load # 523.05 Live Load # 760.80 Right: Dead Load # 523.05 Live Load # 760.80 STRESSES -OK- Fb.. Allow psi 1687.5 Fb.. Actual psi 631.4 Fv.. Allow ` psi 106.25 Fv.. Actual psi 28.22 DEFLECTIONS Center... Dead Load in -0.155 X -Dist ft 9.51 OL Ratio 1472 Live Load in -0.226 X -Dist ft 9.51 LL Ratio 1012 Total Defl in -0.381 X -Dist ft 9.51 Ratio 600 Page: yp V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY. KW -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-01 5A MADRONE AVE OROVILLE, CA 95966 Date: 03/24/99 Page: GENERAL TIMBER BEAM DESIGN 0.0 00 N 11 a J OJ 1 3.00 l 14.00 1 BEAM DATA SPAN DATA Timber Section Pin:Pin End Fixity Beam Width 5.125 in Elastic Modulus = Beam Depth = 12.00 in Beam Density = Lamination Thickness = 0.00 in Load Duration Factor = Fb - Bending. = 2400 psi Beam Wt. is Added to Loads Fv - Shear = 165 psi End Shear Calc'd at Support Fc Bearing 650 psi Le Left Cant. = APPLIED LOADS Uniform Load @ Center Span: DL = 44.0 plf LL = 64.0 plf Uniform Load @ Left Cantilever: DL = 44.0 plf LL = 64.0 plf Point Load: DL = 1090.0 # LL - 1590.0 # at 5.20 ft Left = 1.29 k SUMMARY 18.80 int Right USING 5.125 x 12.000 Beam. Bending = 37.02%. Shear = 30.57% Max. Pos Man @ 5.23 ft 11.38 k -ft Shear: Max. @ Left = Max. Neg Man @ 0.00 ft -0.27 k -ft ....used for dsgn = Max @ Left = -0.55 k -ft ....Area Req'd = Max @ Right - 0.00 k -ft Max. @ Right = Max. Allow Moment - 30.74 k -ft ....used for dsgn - fb Max. Actual = 1110.3 psi ....Area Req'd - Fb Allowable 2999.2 psi fv Max. Actual - Left in = 4108 Fv Allowable - Ck .811(E/Fb)-.5 = 19.87 = Cs = (LeD/B"2)".5 = 0.00 Bearing Req'd @ Left = Cv per UBC 2312.4.5 = 1.00 Bearing Req'd @ Right = 0.0 00 N 11 a J OJ 1 3.00 l 14.00 1 V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY. KW -0601576 SPAN DATA Pin:Pin Center Span = 14.00 ft 1800000 psi Left Cantilever = 3.00 ft 35.0 pcf Right Cantilever = 0.00 ft 1.25 UNBRACED LENGTHS Le Center Span = 0.00 ft Le Left Cant. = 0.00 ft Le Right Cant. = 0.00 ft 2.58 k Reactions... OL Maximum 3.88 k Left = 1.29 k 2.95 k 18.80 int Right = 0.80 k 1.84 k 1.84 k 2.76 k Deflections... 13.36 in2 Center = -0.11 in. -0.26 in 63.04 psi ....Dist = 6.66 ft 6.660 ft 206.3 psi ...L/Defl = 1554 652 Left in = 4108 0.175 in 0.89 in ...L/Defl = 411 0.55 in Right = 0.00 in 0.000 in ...L/Defy 0 0 V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY. KW -0601576 MICHAEL MOONEY CIVIL ENGINEER F#CE 20647 EXPIRES 9-30-01 5A MADRONE AVE OROVILLE, CA 95966 3ENERAL TIMBER BEAM DESIGN 3.00 14.00 Date: 03/24/99 Page: l C)/ SPAN DATA BEAM DATA Timber Section Center Span = 14.00 ft End Fixity Beam Width 5.500 in Elastic Modulus = Beam Depth = 11.25 in Beam Density = Lamination Thickness = 0.00 in Load Duration Factor = Fb - Bending = 1350 psi Beam Wt. is Added to Loads Fv - Shear 85 psi End Shear Calc'd at Support Fc - Bearing = 650 psi 62.68 psi ....Dist = 6.66 ft APPLIED LOADS Uniform Load @ Center Span: DL = 44.0 plf LL = 64.0 plf Uniform Load @ Left Cantilever: DL - 44.0 plf LL = 64.0 plf Point Load: DL - 1090.0 # LL - 1590.0 # at 5.20 ft = 0.09 in 0.223 in 0.83 SUMHARY ...L/Defl = 792 323 USING 5.500 x 11.250 Beam. Bending = 69.77%. Right Shear = 58.99% Max. Pos Mom @ 5.23 ft = 11.38 k -ft Shear: Max. @ Left - Max. Neg Mom @ 0.00 ft = -0.27 k -ft ....used for dsgn - Max @ Left -0.55 k -ft ....Area Req'd = Max @ Right = 0.00 k -ft Max. @ Right = Max. Allow Moment 16.31 k -ft ....used for dsgn - fb Max. Actual = 1177.4 psi ....Area Req'd - Fb Allowable = 1687.5 psi fv Max. Actual - Fv Allowable = Ck = .811(E/Fb)'.5 = 24.97 Cs = (LeD/B-2)-.5 = 0.00 Bearing Req'd @ Left = Cv per UBC 2312.4.5 = 1.00 Bearing Req'd @ Right = 3.00 14.00 Date: 03/24/99 Page: l C)/ 2.59 SPAN DATA Reactions... Pin:Pin Center Span = 14.00 ft 1600000 psi Left Cantilever 3.00 ft 35.0 pcf Right Cantilever = 0.00 ft 1.25 UNBRACED LENGTHS 1.84 k 1.84 Le Center Span = 0.00 ft Le Left Cant. 0.00 ft k Le : Right Cant. = 0.00 ft 2.59 k Reactions... DL Maximum 3.88 k Left = 1.29 k 2.95 k 36.50 int Right 0.80 k 1.84 k 1.84 k 2.76 k Deflections... 25.94 int Center = -0.14 in -0.33 in 62.68 psi ....Dist = 6.66 ft 6.660 ft 106.3 psi ...L/Defl = 1221 512 Left = 0.09 in 0.223 in 0.83 in ...L/Defl = 792 323 0.51 in Right 0.00 in 0.000 in ...L/Defl = 0 0 V4.4C1 (c) 1983-96 ENERCALC MICHAEL MONEY. KW -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE -20647 EXPIRES 9-30-01 5A MADRONE AVE OROVILLE, CA 95966 Date: 03/24/99 GENERAL TIMBER BEAM DESIGN 2-0 E 0� BEAM DATA SPAN DATA Timber Section End Fixity Pin:Pin Center Span = Beam Width = 5.500 in Elastic Modulus 2000000 psi Left Cantilever = Beam Depth = 11.88 in Beam Density = 35.0 pcf Right Cantilever _ Lamination Thickness = 0.00 in Load Duration Factor = 1.25 UNBRACED LENGTHS Fb - Bending = 2900 psi Beam Wt. is Added to Loads Le Center Span = Fv - Shear = 290 psi End Shear Calc'd at Support Le Left Cant. _ Fc Bearing 750 psi Le Right Cant. _ APPLIED LOADS Uniform Load @ Center Span: DL = 44.0 plf LL - 64.0 plf Uniform Load @ Left Cantilever: DL - 44.0 plf LL = 64.0 plf Point Load: DL = 1090.0 # LL = 1590.0 # at 5.20 ft SUMMARY USING 5.500 x 11.875 Beam. Bending = 29.19%. Shear = 16.42%. Max. Pos Mom @ 5.23 ft = 11.40 k -ft Shear: Max. @ Left = 2.59 k Reactions... DL Max. Neg Mom @ 0.00 ft = -0.27 k -ft ....used for dsgn = 3.89 k Left = 1.30 k Max @ Left -0.56 k -ft ....Area Req'd = 10.72 int Right 0.80 k Max @ Right = 0.00 k -ft Max. @ Right 1.84 k Max. Allow Moment = 39.05 k -ft ....used for dsgn 2.76.k Deflections... fb Max. Actual 1058.3 psi ....Area Req'd = 7.63 int Center -0.09 in Fb Allowable 3625.0 psi fv Max. Actual 59.52 psi ....Dist 6.66 ft Fv Allowable = 362.5 psi ...L/Defl = Ck = .811(E/Fb)-.5 = 19.05 Left <T06 in Cs = (LeD/B-2)-.5 = . 0.00 Bearing'Req'd @ Left 0.72 in ...L/Defl = 1160 Cv per UBC 2312.4.5 = 1.00 Bearing Req'd @ Right = 0.45 in Right 0.00 in ...L/Defl = 0 OO 00 N II p • J J 1 3.00 1 14.00 1 Page: 14.00 ft 3.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft Maximum 2.96 k 1.84 k -0.22 in 6.660 ft 752 0.152 in 474 0.000 in 0 V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY. KW -0601576 jql MICHAEL MOONEY CIVIL ENGINEER R'CE 20647 EXPIRES 9-30-01 5A MADRONE AVE OROVILLE, CA 95966 Date: 03/25/99 Page: GENERAL TIMBER BEAM DESIGN ,„\ l15.42 1 OL 1.06 k 0.90 k 15.42 ft 0.00 ft 0.00 ft 2.00 ft 0.00 ft 0.00 ft Maximum 2.33 k 1.92 k _ -0.24 in -0.51 in BEAM DATA APPLIED LOADS SPAN DATA 361 = 0.00 in Timber Section = 0 Trapezoidal Load: DL: End Fixity Pin:Pin Center Span = Beam Width = 3.500 in Elastic Modulus 2000000 psi Left Cantilever = Beam Depth = 11.88 in Beam Density = 35.0 pcf Right Cantilever = Lamination Thickness = 0.00 in Load Duration Factor = 1.25 UNBRACED LENGTHS Fb - Bending 2900 psi Beam Wt. is Added to Loads k -ft Le Center Span _ Fv Shear = 290 psi End Shear Calc'd at Support k -ft Le Left Cant. _ Fc - Bearing = 750 psi = 0.00 k -ft Le Right.Cant. l15.42 1 OL 1.06 k 0.90 k 15.42 ft 0.00 ft 0.00 ft 2.00 ft 0.00 ft 0.00 ft Maximum 2.33 k 1.92 k _ -0.24 in -0.51 in = 7.71 ft APPLIED LOADS = 785 361 = 0.00 in 0.000 in = 0 Trapezoidal Load: DL: 55.Oplf @ lft. 55.Oplf @ rt LL: 80.Oplf @ lft. 80.Oplf @ rt from 0.00 ft to 8.00 ft Point Load: DL = 1370.0 # LL = 1640.0 # at 8.00 ft SUMMARY USING 3.500 x 11.875 Beam. Bending = 50.97%. Shear = 23.16% Max. Pos Man @ 8.02 ft = 13.93 k -ft Shear: Max. @ Left 2.33 k Reactions... Max. Neg Man @ 0.00 ft = 0.00 k -ft ....used for dsgn - 3.49 k Left Max @ Left = 0.00 k -ft ....Area Req'd = 9.63 int Right Max @ Right = 0.00 k -ft Max. @ Right = 1.92 k Max. Allow Moment = 27.33 k -ft ....used for dsgn 2.88-k Deflections... fb Max. Actual = 2032.4 psi ....Area Req'd 7.94 int Center Fb Allowable = 3987.5 psi fv Max. Actual 83.95 psi ....Dist Fv Allowable = 362.5 psi ...L/Defl Ck = .811(E/Fb)-.5 = 19.05 Left Cs = (LeD/B-2)-.5 7.01 Bearing Req'd @ Left 0.89 in ...L/Defl Cv per UBC 2312.4.5 1.10 Bearing Req'd @ Right 0.73 in Right ...L/Defl l15.42 1 OL 1.06 k 0.90 k 15.42 ft 0.00 ft 0.00 ft 2.00 ft 0.00 ft 0.00 ft Maximum 2.33 k 1.92 k _ -0.24 in -0.51 in = 7.71 ft 7.710 ft = 785 361 = 0.00 in 0.000 in = 0 0 = 0.00 in 0.000 in = 0 0 V4.4C1 (c) 1983-96 ENERCALC MICHAEL MONEY. KW -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-01 5A MADRONE AVE OROVILLE, CA 95966 Date: 03/25/99 GENERAL TIMBER BEAM DESIGN Page: APPLIED LOADS Trapezoidal Load: DL: 55.Oplf @ lft. 55.Oplf @ rt LL: 80.Oplf @ lft. 80.Oplf BEAM DATA from SPAN DATA Timber Section Point Load: DL - 1370.0 # LL = 1640.0 # at End Fixity Pin:Pin Center Span 15.42 ft Beam Width = 3.125 in Elastic Modulus 1800000 psi Left Cantilever = 0.00 ft Beam Depth = 12.00 in Beam Density = 35.0 pcf Right Cantilever = 0.00 ft Lamination Thickness 0.00 in Load Duration Factor = 1.25 UNBRACED LENGTHS Shear: Max. @ Left = Fb - Bending 2400 psi Beam Wt. is Added to Loads Maximum Le Center Span 2.00 ft Fv - Shear - 165 psi End Shear Calc'd at Support 1.06 k Le : Left Cant. = 0.00 ft Fc - Bearing = 650 psi in2 Right Le : Right Cant. 0.00 ft APPLIED LOADS Trapezoidal Load: DL: 55.Oplf @ lft. 55.Oplf @ rt LL: 80.Oplf @ lft. 80.Oplf @ rt from 0.00 ft to 8.00 ft Point Load: DL - 1370.0 # LL = 1640.0 # at 8.00 ft SUMMARY USING 3.125 x 12.000 Beam. Bending = 74.15%. Shear = 44.97% Max. Pos Man @ 8.02 ft 13.90 k -ft Shear: Max. @ Left = 2.32 k Reactions... DL Maximum Max. Neg Man @ 0.00 ft - 0.00 k -ft ....used for dsgn = 3.48 k Left = 1.06 k 2.32 k Max @ Left 0.00 k -ft ....Area Req'd = 16.86 in2 Right 0.90 k 1.91 k Max,@ Right - 0.00 k -ft Max. @ Right 1.91 k Max. Allow Moment 18.75 k -ft ....used for dsgn = 2.87 k Deflections... fb Max. Actual = 2224.4 psi ....Area Req'd = 13.91 in2 Center = -0.28 in -0.62 in Fb Allowable 3000.0.psi fv Max. Actual = 92.74 psi ....Dist = 7.71 ft 7.710 ft Fv Allowable = 206.3 psi ...L/Defl 654 300 Ck .811(E/Fb)".5 19.87 Left = 0.00 in 0.000 in Cs = (LeD/B"2)".5 - 7.92 Bearing Req'd @ Left 1.14 in ...L/Defl 0 0 Cv per UBC 2312.4.5 = 1.00 Bearing Req'd @ Right = 0.94 in Right = 0.00 in 0.000 in ...L/Defl = 0 0 1 15.42 1 no V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY. KW -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-01 5A MADRONE AVE OROVILLE, CA 95966 Date: 03/25/99 Page: G GENERAL TIMBER BEAM DESIGN 3� BEAM DATA SPAN DATA Timber Section End Fixity Pin:Pin Center Span = 12.25 ft Beam Width = 3.125 in Elastic Modulus . = 1800000 psi Left Cantilever 8.00 ft Beam Depth 12.00 in Beam Density = 35.0 pcf Right Cantilever = 0.00 ft Lamination Thickness 0.00 in 'Load Duration Factor = 1.25 UNBRACED LENGTHS Fb - Bending 2400 psi Beam Wt. is Added to Loads Le Center Span = 2.00 ft Fv - Shear = 165 psi End Shear Calc'd at Support Le Left Cant. = 0.00 ft Fc - Bearing = 650 psi Le Right Cant. = 0.00 ft APPLIED LOADS Uniform Load @ Center Span: DL = 77.0 plf LL - 112.0 plf Uniform Load @ Left Cantilever: DL = 35.5 plf LL - 56.0 plf SUMMARY USING 3.125 x 12.000 Beam. Bending = 17.17%. Shear - 28.63% Max. Pos Man @ 6.73 ft = 3.04 k -ft Shear: Max. @ Left 1.48 k Reactions... DL Maximum Max. Neg Man @ 0.00 ft = -1.43 k -ft ....used for dsgn - 2.21 k Left = 1.00 k 2.28 k Max @ Left = -3.22 k -ft ....Area Req'd = 10.74 int Right = 0.41 k 1.10 k Max @ Right 0.00 k -ft Max. @ Right 1.10 k Max. Allow Moment = 18.75 k -ft ....used for dsgn = 1.65 k Deflections... fb Max. Actual _ 515.1 psi ....Area Req'd 7.98 int Center = -0.03 in -0.10 in Fb Allowable = 3000.0 psi fv Max. Actual = 59.05 psi ....Dist = 6.90 ft 6.328 ft Fv Allowable 206.3 psi ...L/Defl 5674 1539 Ck .811(E/Fb)".5 19.87 Left = -0.04 in -0.221 in Cs = (LeD/B'2)".5 = 7.92 Bearing Req'd @ Left = 1.12 in ...L/Defl = 5351 868 Cv per UBC 2312.4.5 = 1.00 Bearing Req'd @ Right = 0.54 in Right = 0.00 in 0.000 in ...L/Def) 0 0 1 8.00 1 12.25 l V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY. KW -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-01 5A MADRONE AVE OROVILLE, CA 95966 GENERAL TIMBER BEAM DESIGN 6 81 I! -vt�0,��1 t t 1 8.00 1 12.25 1 Date: 03/25/99 Page: Z BEAM DATA Timber Section Pin:Pln End Fixity Beam Width = 5.500 in Elastic Modulus = Beam Depth = 11.25 in Beam Density = Lamination Thickness 0.00 in Load Duration Factor = Fb Bending = 1350 psi Beam Wt. is Added to Loads Fv - Shear = 85 psi End Shear Calc'd at Support Fc Bearing = 650 psi Le : Left Cant. = 0.00 ft APPLIED LOADS Le : Right Cant. = Uniform Load @ Center Span: DL = 77.0 plf LL - 112.0 plf Uniform Load @ Left Cantilever: DL - 35.5 plf LL - 56.0 plf 2.29 k Left SUMMARY 2.38 k 21.57 in2 USING 5.500 x 11.250 Beam. Bending - 20.90%. = 0.43 k Shear = 34.86% Max. Pos Mom @ 6.73 ft = 3.06 k -ft Shear: Max. @ Left _ Max. Neg Mom @ 0.00 ft -1.62 k -ft ....used for dsgn = Max @ Left _ -3.41 k -ft ....Area Req'd = Max @ Right = 0.00 k -ft Max. @ Right = Max. Allow Moment 16.31 k -ft ....used for dsgn = fb Max. Actual 352.6 psi ....Area Req'd = Fb Allowable = 1687.5 psi fv Max. Actual = = -0.04 in -0.180 in 0.67 Fv Allowable = Ck .811(E/Fb)-.5 - 24.97 1066 0.31 Cs - (LeD/B-2)".5 - 4.27 = 0.00 in Bearing Req'd @ Left = Cv per UBC 2312.4.5 = 1.00 ...L/Defl Bearing Req'd @ Right = t t 1 8.00 1 12.25 1 Date: 03/25/99 Page: Z V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY. KW -0601576 SPAN DATA Pin:Pln Center Span = 12.25 ft 1600000 psi Left Cantilever = 8.00 ft 35.0 pcf Right Cantilever 0.00 ft 1.25 UNBRACED LENGTHS Le : Center Span 2.00 ft Le : Left Cant. = 0.00 ft Le : Right Cant. = 0.00 ft 1.53 k Reactions... DL Maximum 2.29 k Left 1.10 k 2.38 k 21.57 in2 Right = 0.43 k 1.12 k 1.12 k 1.68 k Deflections... 15.78 in2 Center -0.02 in -0.07 in 37.04 psi ....Dist = 6.98 ft 6.409 ft 106.3 psi ...L/Defl = 7295 1984 Left = -0.04 in -0.180 in 0.67 in ...L/Defl = 5183 1066 0.31 in Right = 0.00 in 0.000 in ...L/Defl = 0 0 V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY. KW -0601576 MICHAEL MOONEY QIVIL ENGINEER RCE 20647 EXPIRES 9-30-01 5A MADRONE AVE OROVILLE, CA 95966 Date: 03/29/99 Page: GENERAL TIMBER BEAM DESIGN Glulam USING 3.500 x 10.500 Beam. Bending = 48.21%. Max. Pos Man @ 2.90 ft 8.53 k -ft Max. Neg Man @ 8.25 ft = 0.00 k -ft Max @ Left = 0.00 k -ft Max @ Right = 0.00 k -ft Max. Allow Moment = 17.69 k -ft fb Max. Actual 1591.0 psi Fb Allowable = 3300.0 psi Ck = .811(E/Fb)".5 = 19.87 Cs = (LeD/B-2)-.5 = 6.36 Cv per UBC 2312.4.5 = 1.10 Shear = 93.77% Shear: Max. @ Left ....used for dsgn ....Area Req'd Max. @ Right ....used for dsgn ....Area Req'd fv Max. Actual Fv Allowable Bearing Req'd @ Left Bearing Req'd @ Right 8.25 = 4.74 BEAM DATA Reactions... SPAN DATA Maximum Timber Section : -------- End Fixity' Pin:Pin Center Span = 8.25 ft Beam Width = 3.500 in Elastic Modulus = 1800000 psi Left Cantilever = 0.00 ft Beam Depth = 10.50 in Beam Density 35.0 pcf Right Cantilever = 0.00 ft Lamination Thickness 1.50 in Load Duration Factor = 1.25 UNBRACED LENGTHS Center -0.08 in Fb Bending = 2400 psi Beam Wt. is Added to Loads psi Le Center Span = 2.00 ft Fv - Shear 165 psi End Shear Calc'd at Support ...L/Defl Le Left Cant. = 0.00 ft Fc Bearing = 650 psi Left 0.00 in Le Right Cant. = 0.00 ft in ...L/Defl APPLIED LOADS 0 = 1.40 in Uniform Load @ Center Span: OL = 251.0 plf LL = 336.0 plf in ...L/Defl Point Load: DL = 1370.0 # LL = 1640.0 # at 2.00 ft SUMMARY USING 3.500 x 10.500 Beam. Bending = 48.21%. Max. Pos Man @ 2.90 ft 8.53 k -ft Max. Neg Man @ 8.25 ft = 0.00 k -ft Max @ Left = 0.00 k -ft Max @ Right = 0.00 k -ft Max. Allow Moment = 17.69 k -ft fb Max. Actual 1591.0 psi Fb Allowable = 3300.0 psi Ck = .811(E/Fb)".5 = 19.87 Cs = (LeD/B-2)-.5 = 6.36 Cv per UBC 2312.4.5 = 1.10 Shear = 93.77% Shear: Max. @ Left ....used for dsgn ....Area Req'd Max. @ Right ....used for dsgn ....Area Req'd fv Max. Actual Fv Allowable Bearing Req'd @ Left Bearing Req'd @ Right 8.25 = 4.74 k Reactions... DL Maximum = 7.11 k Left = 2.11 k 4.74 k = 34.46 int Right = 1.40 k 3.19 k = 3.19 k = 4.78 k Deflections.... 23.18 int Center -0.08 in -0.17 in = 193.41 psi .....Dist 3.93 ft 3.927 ft = 206.3 psi ...L/Defl = 1314 583 Left 0.00 in 0.000 in = 2.08 in ...L/Defl = 0 0 = 1.40 in Right = 0.00 in 0.000 in ...L/Defl = 0 0 V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY. KW -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-01 5A MADRONE AVE OROVILLE, CA 95966 /� Date: 03/29/99 Page: 2(0 GENERAL TIMBER BEAM DESIGN 13 L l �r/g PA -A -Ast (lkwt 2,.c) 00 r� M �D ao J J 0J 1 8.25 l V4.4C1 (c) 1983-96 ENERCALC IMICHAEL MONEY. KW -0601576 BEAM DATA SPAN DATA Timber Section --------- End Fixity Pin:Pin Center Span = 8.25 ft Beam Width 3.250 in Elastic Modulus = 2000000 psi Left Cantilever 0.00 ft Beam Depth = 11.88 in Beam Density = 35.0 pcf Right Cantilever = 0.00 ft Lamination Thickness = 0.00 in Load Duration Factor = 1.25 UNBRACED LENGTHS Fb - Bending = 2900 psi Beam Wt. is Added to Loads Le Center Span = 2.00 ft Fv - Shear = 290 psi End Shear Calc'd at Support Le Left Cant. 0.00 ft Fc Bearing = 750 psi Le Right Cant. = 0.00 ft APPLIED LOADS Uniform Load @ Center Span: OL = 251.0 plf LL = 336.0 plf Point Load: DL = 1370.0 # LL = 1640.0 # at 2.00 ft SUMMARY USING 3.250 x 11.875 Beam. Bending = 33.61%. Shear = 50.83% Max. Pos Man @ 2.90 ft = 8.53 k -ft Shear: Max. @ Left = 4.74 k Reactions... DL Maximum Max. Neg Man @ 8.25 ft 0.00 k -ft ....used for dsgn = 7.11 k Left 2.11 k 4.74 k Max @ Left = 0.00 k -ft ....Area Req'd = 19.62 in2 Right = 1.41 k 3.19 k Max @ Right 0.00 k -ft Max. @ Right = 3.19 k Max. Allow Moment = 25.38 k -ft ....used for dsgn 4.78 k Deflections... fb Max. Actual = 1340.1 psi ....Area Req'd = 13.20 in2 Center = -0.05 in -0.11 in Fb Allowable = 3987.5 psi fv Max. Actual = 184.24 psi ....Dist = 3.93 ft 3.927 ft Fv Allowable 362.5 psi ...L/Defl = 1960 870 Ck = .811(E/Fb)-.5 19.05 Left = 0.00 in 0.000 in Cs = (LeD/B"2)".5 = 7.55 Bearing Req'd @ Left = 1.94 in ...L/Defl = 0 0 Cv per UBC 2312.4.5 = 1.10 Bearing Req'd @ Right = 1.31 in Right = 0.00 in 0.000 in ...L/Defl = 0 0 00 r� M �D ao J J 0J 1 8.25 l V4.4C1 (c) 1983-96 ENERCALC IMICHAEL MONEY. KW -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-01 5A MADRONE AVE OROVILLE, CA 95966 Date: 03/29/99 Page: -ZLe GENERAL TIMBER BEAM DESIGN -V(4,0('I� �KAUW ?,d E DP BEAM DATA SPAN DATA Timber Section : -------- End Fixity Pin:Pin Center Span = 8.25 ft Beam Width 3.250 in Elastic Modulus 2000000 psi Left Cantilever = 0.00 ft Beam Depth = 11.88 in Beam Density = 35.0 pcf Right Cantilever = 0.00 ft Lamination Thickness 0.00 in Load Duration Factor = 1.00 UNBRACED LENGTHS Fb - Bending = 2900 psi Beam Wt. is Added to Loads Le Center Span _ 2.00 ft Fv - Shear 290 psi End Shear Calc'd at Support Le Left Cant. 0.00 ft Fc Bearing = 750 psi Le Right Cant. = 0.00 ft APPLIED LOADS Uniform Load @ Center Span: DL = 120.0 plf LL = 480.0 plf Point Load: DL = 1370.0 # LL = 1640.0 # at 2.00 ft SUMMARY USING 3.250 x 11.875 Beam. Bending = 42.51%. Shear - 64.25% Max. Pos Man @ 2.94 ft = 8.63 k -ft Shear: Max. @ Left = 4.79 k Reactions... OL Maximum Max. Neg Man @ 8.25 ft = 0.00 k -ft ...used for dsgn = 7.19 k Left = 1.57 k 4.79 k Max @ Left = 0.00 k -ft ....Area Req'd 24.80 in2 Right = 0.87 k 3.24 k Max @ Right = 0.00 k -ft Max. @ Right = 3.24 k Max. Allow Moment 20.31 k -ft ....used for dsgn 4.87 k Deflections... fb Max. Actual 1356.0 psi ....Area Req'd = 16.78 in2 Center -0.04 in -0.12 in Fb Allowable = 3190.0 psi fv Max. Actual = 186.33 psi ....Dist 3.83 ft 3.927 ft Fv Allowable 290.0 psi ...L/Defl = 2786 859 Ck = .811(E/Fb)".5 = 21.30 Left = 0.00 in 0.000 in Cs - (LeD/B-2)-.5 7.55 Bearing Req'd @ Left = 1.97 in ...L/Defl = 0 0 Cv per UBC 2312.4.5 1.10 Bearing Req'd @ Right 1.33 in Right = 0.00 in, 0.000 in ...L/Defl = 0 0 00 ry ro �o eo J J 0J IF 1 8.25 1 V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY. KW -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE 20`647 EXPIRES 9-30-01 5A MADRONE AVE OROVILLE, CA 95966 Date: 03/29/99 Page: MULTI -SPAN TIMBER BEAM DESIGN / 6-tu �6r&,atPAA. 7.0 GENERAL DATA - 1 2 All Spans Simple Support ?? NO Spans Length ft 9.75 5.25 End Fixity: Pin:Pin Pin:Pin Beam Width in 3.250 3.250 Beam Depth in 11.88 11.88 CALCULATED VALUES -OK- -OK- F'b-Modified Allow. psi 3987.5 3987.5 fb - Actual. psi 1066.2 1066.2 F'v-Modified Allow, psi 362.5 362.5 fv (actual) * 1.5 psi 142.3 98.8 Moment @ Left k -in 0.0 -81.4 Moment @ Right k -in -81.4 0.0 Max. Morn. @ Mid -Span k -in 71.5 3.9 X -Dist ft 3.96 4.34 Shears: Left k 3.01 3.29 Right k -4.40 -0.70 Reaction @ Left DL k 1.07 2.73 LL k 1.94 4.96 Total k 3.01 7.69 Reaction @ Right DL k 2.73 0.25 LL k 4.96 0.45 Total k 7.69 0.70 Max. Defl. @ Mid Span in -0.095 0.010 X -Dist ft 4.42 1.64 DESIGN DATA Le: Unsupported Length ft 2.00 2.00 Fb:Basic Allowable psi 2900.0 2900.0 Fv:Basic Allowable psi 290.0 290.0 Elastic Modulus ksi 2000 2000 Load Duration Factor 1.25 1.25 APPLIED LOADS Use Live Load on This Span ? Yes Yes Uniform...... DL plf 270.0 270.0 LL plf 490.0 490.0 QUERY VALUES Location ..... ft 0.00 0.00 Shear # 3.01 3.29 Moment k -in -0.00 -81.44 Deflection in 0.000 0.000 (continued on next page....) V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 'MICHAEL MOONEY CIVIL ENGINEER F1,CE 20647 EXPIRES 9-30-01 5A MADRONE AVE OROVILLE, CA 95966 Date: 03/29/99 Page: GENERAL TIMBER BEAM DESIGN` (RAM t �r ( , l� �� 1� � nV V BEAM DATA SPAN DATA Timber Section End Fixity. Pin:Pin Center Span = 18.50 ft Beam Width = 3.125 in Elastic Modulus = 1800000 psi Left Cantilever 0.00 ft _ Beam Depth = 12.00 in Beam Density = 35.0 pcf Right Cantilever = 0.00 ft Lamination Thickness 1.50 in Load Duration Factor 1.00 UNBRACED LENGTHS Fb - Bending 2400 psi Beam Wt. is Added to Loads Le Center Span = 2.00 ft Fv - Shear = 165 psi End Shear Calc'd at Support Le Left Cant. = 0.00 ft Fc - Bearing = 650 psi Le : Right Cant. 0.00 ft APPLIED LOADS Uniform Load @ Center Span: DL = 20.0 plf LL = 80.0 plf SUMMARY USING 3.125 x 12.000 Beam. Bending - 31.12%. Shear = 24.47% Max. Pos Man @ 9.25 ft = 4.67 k-ft Shear: Max. @ Left 1.01 k Reactions... DL Maximum Max. Neg Man @ 0.00 ft = 0.00 k-ft ....used for dsgn 1.51 k Left = 0.27 k 1.01 k Max @ Left 0.00 k-ft ....Area Req'd 9.18 int Right = 0.27 k 1.01 k Max @ Right 0.00 k-ft Max. @ Right = 1.01 k Max. Allow Moment 15.00 k-ft ....used for dsgn 1.51 k Deflections... fb Max. Actual 746.9 psi ....Area Req'd = 9.18 int Center _ -0.09 in -0.36 in Fb Allowable 2400.0 psi fv Max. Actual 40.37 psi ....Dist = 9.25 ft 9.250 ft Fv Allowable _ 165.0 psi ...L/Defl 2344 625 Ck = .811(E/Fb)".5 = 22.21 Left 0.00 in 0.000 in Cs = (LeD/B-2)-.5 7.92 Bearing Req'd @ Left 0.50 in ...L/Defl = 0 0 Cv per UBC 2312.4.5 1.00 Bearing Req'd @ Right = 0.50 in Right 0.00 in 0.000 in ...L/Defl 0 0 N J 18.50 V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY.^KW-0601576 82.3iw3 . �SAIJL, - - - - _ SSt_�8_% 412 _.._. PROEL FFS-s 9J, n'r IFO " 'MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-01 5A MADRONE AVE OROVILLE, CA 95966 Date: 08/29/99 'GENERAL TIMBER BEAM DESIGN Page: 106600.00 13.00 1 8.00 1 . V4.4C1 (c) 1983-96 ENERCALC MICHAEL MGONEY. KW -0601576 BEAM DATA SPAN DATA Timber Section End Fixity Pin:Pin Center Span 8.00 ft Beam Width = 3.500 in Elastic Modulus = 2000000 psi Left Cantilever - 3.00 ft. Beam Depth = 11.88 in Beam Density = 35.0 pcf Right Cantilever 0.00 ft Lamination Thickness - 0.00 in Load Duration Factor = 1.33 UNBRACED LENGTHS Fb Bending - 2900 psi Beam Wt. is Added to Loads Le Center Span = 2.00 ft Fv - Shear - 290 psi End Shear Calc'd at Support Le Left Cant. = 2.00 ft Fc - Bearing - 750 psi Le': Right Cant. = 0.00 ft APPLIED LOADS Uniform Load @ Center Span: DL = 184.0 plf LL = 104.0 plf Uniform Load @ Left Cantilever: OL = 184.0 plf LL - 104.0 plf Trapezoidal Load:.DL: 30.Oplf @ lft. 30.Oplf @ rt LL: 120.Oplf @ lft. 120.Oplf @ rt frau 0.50 ft to 8.00 ft. Applied Moment: LL = 106600.0 in-# at 0.00 ft SUMMARY USING 3.500 x 11.875 Beam. Bending - 33.46%. Shear - 27:98% Max. Pos Mom @ 6.73 ft = 0.36 k -ft Shear: Max. @ Left = 3.00 k Reactions... DL Maximum Max. Neg Mom @ 0.00 ft = -9.76 k -ft ....used for dsgn 4.50 k Left = 1.57 k 3.89 k Max @.Left _ -1.34 k -ft ....Area Req'd 11.63 in2 Right 0.79 k 0.57 k Max @ Right = 0.00 k -ft Max. @ Right 0.79 k Max. Allow Moment 29.16 k -ft ....used for dsgn 1.18 k Deflections... fb Max. Actual = 1423.3 psi ....Area Req'd = 3.05 in2 Center - -0.01 in 0.03 in Fb Allowable = 4253.3 psi fv : Max. Actual = 108.19 psi ....Dist = 4.22 ft 2.593 ft Fv Allowable• - 386.7 psi ...L/Defl 6404 3039 Ck = .811(E/Fb)".5 18.44 Left 0.01 in -0.090 in Cs = (LeD/B-2)-.5 - 7.01 Bearing Req'd @ Left - 1.48 in ...L/Defl - 7714 802 Cv per UBC 2312.4.5 - 1.10 Bearing Req'd @ Right - 0.22 in Right - 0.00 in 0.000 in ...L/Defl - 0 0 106600.00 13.00 1 8.00 1 . V4.4C1 (c) 1983-96 ENERCALC MICHAEL MGONEY. KW -0601576 ..MICHAEL MOONEY -CIVIL ENGINEER ' RCE 2064.7 EXPIRES 9-30-01 5A MADRONE AVE OROVILLE, CA 95966 - Date: 08/30/99 Page: o GENERAL TIMBER BEAM DESIGN N M N M o u ys �� to C� l CjkrJlo, J J J J BEAM DATA SPAN DATA Timber Section End Fixity Pin:Pin Center Span 16.00 ft Beam Width 3.500 in Elastic Modulus 2000000 psi Left Cantilever = 0.00 ft Beam Depth = 11.88 in Beam Density = 35.0 pcf' Right Cantilever = 0.00 ft Lamination Thickness 0.00 in Load Duration Factor = 1.33 UNBRACED LENGIHS Tb Bending 2900 psi Beam Wt. is Added to Loads Le : Center Span 0.00 ft Fv - Shear = 295 psi End Shear Calc'd at Support Le : Left Cant. = 0.00 ft Fc'- Bearing750 psi Le : Right Cant. = 0.00 ft APPLIED LOADS Uniform Load @ Center Span: DL-- 184.0 plf LL = 104.0 plf Trapezoidal Load: DL: 30.Oplf @ lft. 30.Oplf @ rt LL: 120.Oplf @ lft. 120.Oplf @ rt from 4.00 ft to 12.00 ft Point Load: LL = -2300.0 # at 0.00 ft. Point Load: LL = 2300.0 # at 4.00 ft Point Load: LL - -2300.0 # at 9.50 ft Point Load: LL - 2300.0 # at 16.00 ft SUMMARY USING 3.500 x 11.875 Beam. Bending - 43.92%. Shear = 34.64% Max. Pos Mom @ 4.61 ft = 12.81 k -ft Shear: Max. @ Left. = 3.78.k Reactions... DL Maximum Max. Neg Mom @ 0.00 ft = 0.00 k -ft ....used for dsgn - 5.66 k Left 1.67 k 3.78 k Max @ Left 0.00 k -ft ....Area Req'd = 14.40 int Right - 1.67 k 4.49 k Max @ Right 0.00 k -ft Max. @ Right 2.19 k Max. Allow Moment 29.16 k -ft ....used for dsgn 3.29 k Deflections:.. fb Max. Actual 1868.2 psi ....Area Req'd = 8.37 int Center _ -0.33 in -0.53 in Fb Allowable = 4253.3 psi .fv Max. Actual 136.26 psi ....Dist - 8.00 ft 7.232 ft Fv Allowable - 393.3 psi ...L/Defl - 590 366 Ck = .811(E/Fb)".5 18.44 Left = 0.00 in 0.000 in Cs - (LeD/B"2)".5 _ 0.00 Bearing Req'd @ Left 1.44 in ...L/Defl 0 0 Cv per UBC 2312.4.5 = 1.10 Bearing Req'd @ Right 1.71 in Right - 0.00 in 0.000 in ...L/Deft 0 0 0MUM 0 o a o N M N M o u u u J J J J J J J J 16.00 V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY. KW -0601576 ". MICHAEL MOONEY • CIVIL ENGINEER RCE 20647 EXPIRES 9-30-01 5A MADRONE AVE OROVILLE, CA 95966 Date: 08/30/99 Page: MULTI -SPAN TIMBER BEAM DESIGN ``ac - GENERAL DATA - 1 2 All Spans Simple Support ?? NO Spans Length ft 7.92 7.83 End Fixity: Pin:Pin Pin:Pin Beam Width in 1.500 1.500 i Beam Depth in 11.25 11.25 CALCULATED VALUES -OK- -OK- F'b-Modified Allow. psi 1256.3 1256.3 fb - Actual. psi 158.8 158.8 F'v-Modified Allow. psi 118.8 118.8 fv (actual) * 1.5 psi 19.1 19.0 Moment @ Left k -in 0.0 -5.0 Moment @ Right k -in -5.0 0.0 Max. Man. @ Mid -Span k -in 2.9 2.8 X -Dist ft 2:96 4.91 l�G Shears: Left Right k k : 0.16 -0.27 0.26 -0.16 ' P Reaction @ Left DL k 0.07 0.22 LL k 0.10 0 Total k 0 0.53 Reaction @ Right DL k 0.22 0.06 LL k 0.3 0.09 Total k 0.53 0.16 Max. Defl. @ Mid Span in -0.007 -0.007 X -Dist ft 3.33 4.54 DESIGN DATA Le: Unsupported Length ft 0.00 0.00 Fb:Basic Allowable psi 1005.0 1005.0 Fv:Basic Allowable psi 95.0 95.0 Elastic Modulus ksi 1600 1600 Load Duration Factor 1.25 1.25 APPLIED LOADS Use Live Load on This Span ? Yes Yes Uniform...... OL plf 22.0 22.0 LL plf 32.0 32.0 QUERY VALUES Location ..... ft : 0.00 0.00 Shear # 0.16 0.26 Moment k -in -0.00 -5.02 Deflection in 0.000 0.000 (continued on next page....) V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 ". MICHAEL MOONEY . CIVIL ENGINEER RCE 20647 EXPIRES 9-30-01 5A MADRONE AVE OROVILLE, CA 95966 Date: 08/30/99 Page:7D( GENERAL TIMBER BEAM DESIGN j -3 &fig K K,, SD Q6,. ?ej r --J �+ 26.00 V4.4C1 (c) 1983-96 ENERCALC SPAN DATA BEAM DATA Timber Section : -------- 26.00 ft End Fixity Beam Width = 5.125 in Elastic Modulus = Beam Depth = 16.50 in Beam Density = Lamination Thickness = 1.50 in Load Duration Factor = Fb - Bending = 2400 psi Beam Wt. is Added to Loads ,Fv - Shear 165 psi End Shear Calc'd at Support Fc Bearing = 650 psi - 803 361 Left APPLIED LOADS Uniform Load @ Center Span: DL = 110.0 plf LL - 160.0 plf 0 0 1.13 in SUMMARY - 0.00 in 0.000 in USING 5.125 x 16.500 Beam. Bending = 46.39%. 0 Shear = 32.49% Max. Pos Man @ 13.00 ft = 24.55 k -ft Shear: Max. @ Left = Max. Neg Man @ 0.00 ft 0.00 k -ft ....used for dsgn = Max @ Left 0.00 k -ft ....Area Req'd = Max @ Right = 0.00 k -ft Max. @ Right = Max. Allow Moment 52.92 k -ft ....used for dsgn = fb Max. Actual 1266.9 psi ....Area Req'd = Fb Allowable - 2730.8 psi fv Max. Actual = Fv : Allowable = Ck = .811(E/Fb)-.5 19.87 Cs = (LeD/8"2)".5 8.81 Bearing Req'd @ Left = Cv per UBC 2312.4.5 0.91 Bearing Req'd @ Right = 26.00 V4.4C1 (c) 1983-96 ENERCALC 3.78 k SPAN DATA DL Pin:Pin Center Span - 26.00 ft 1800000 psi Left Cantilever - 0.00 ft 35.0 pcf Right Cantilever - 0.00 ft 1.25 UNBRACED LENGTHS Le Center Span 8.00 ft Le Left Cant. - 0.00 ft Center Le Right Cant. - 0.00 ft 3.78 k Reactions... DL Maximum 5.67 k Left = 1.70 k 3.78 k 27.47 in2 Right = 1.70 k 3.78 k 3.78 k 5.67 k Deflections... 27.47 1n2 Center -0.39 in -0.87 in 67.00 psi ....Dist 13.00 ft 13.000 ft 206.3 psi ...L/Defl - 803 361 Left = 0.00 in 0.000 in 1.13 in ...L/Defl 0 0 1.13 in Right - 0.00 in 0.000 in ...L/Defl 0 0 MICHAEL MOONEY. KW -0601576 '.'MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-01 5A MADRONE AVE OROV.ILLE, CA 95966 -GENERAL TIMBER BEAM DESIGN 1 3.50 1 11.25 Date: 08/30/99 Page: SPAN DATA Pin:Pin Center Span = 1600000 psi Left Cantilever = BEAM DATA Timber Section - -------- UNBRACED LENGTHS End Fixity Beam Width - 5.500 in Elastic Modulus = Beam Depth - 7.25 in Beam Density = Lamination Thickness - 0.00 in' Load Duration Factor = Fb Bending 1350 psi Beam Wt. is Added to Loads iFv - Shear 85 psi End Shear Calc'd at Support Fc Bearing - 650 psi ...L/Defl APPLIED LOADS Uniform Load @ Center Span: DL - 90.3 plf LL = 131.4 plf Uniform Load @ Left Cantilever: DL - 90.3 plf LL = 131.4 plf SUMMARY USING 5.500 x 7.250 Beam. Bending =49.60%. Shear - 50.54% Max. Pos Man @• 5.83 ft - 3.36 k -ft Shear: Max. @ Left = Max. Neg Man .@ 0.00 ft - -0.61 k -ft ....used for dsgn - Max @ Left - -1.42 k -ft ....Area Req'd - Max @ Right - 0.00 k -ft Max. @ Right = Max. Allow Moment 6.78 k -ft ....used for dsgn = fb Max. Actual - 837.0 psi ....Area Req'd = Fb Allowable - 1687.5 psi fv Max. Actual = Fv Allowable = Ck = .811(E/Fb)".5 = 24.97 Cs - (LeD/B-2)-.5 = 3.05 Bearing Req'd @ Left - Cv per UBC 2312.4.5 1.00 Bearing Req'd @ Right - 1 3.50 1 11.25 Date: 08/30/99 Page: 1.43 SPAN DATA Pin:Pin Center Span = 1600000 psi Left Cantilever = 35.0 pcf Right Cantilever = 1.25 UNBRACED LENGTHS • Le Center Span = 1.87 Le Left Cant. _ Deflections... Le : Right Cant. _ 1.43 k Reactions-'. 2.14 k Left 20.15 int Right 1.25 k 0.000 in 1.87 k Deflections... 17.61 int Center 53.70 psi ....Dist 106.3 psi ...L/Defl Left 0.63 in ...L/Defl 0.35 in Right ...L/Defl DL 0.97 k - 0.51 k LU 11.25 ft 3.50 ft 0.00 ft 2.00 ft 0.00 ft 0.00 ft Maximum 2.24 k 1.25 k _ -0.10 in -0.27 in - 5.83 ft 5.713 ft - 1361 . 503 - 0.07 in 0.232 in 1287 362 - 0.00 in 0.000 in 0 0 V4.4C1 (c) 1983-96 ENERCALC MICHAEL MONEY. KW -0601576 I • MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-01 5A MADRONE AVE OROVILLE, CA 95966 V4.4C1 (c) 1983-96 ENERCALC 10.00 MICHAEL MOONEY. KW -0601576 Date: 08/30/99 Page GENERAL TIMBER BEAM DESIGN BEAM DATA SPAN DATA Timber Section End Fixity Pin:Pin Center Span = 10.00 ft Beam Width 5.500 in Elastic Modulus = 1600000 psi Left Cantilever = 0.00 ft Beam Depth 7.25 in Beam Density 35.0 pcf Right Cantilever 0.00 ft Lamination Thickness 0.00 in Load Duration Factor 1.25 UNBRACED LENGTHS Fb - Bending - 1350 psi Beam Wt. is Added to Loads Le Center Span 2.00 ft Fv - Shear 85 psi End Shear Calc'd at Support Le : Left Cant. - 0.00 ft 'Fc . Bearing 650 Psi Le : Right Cant. - 0.00 ft APPLIED LOADS Uniform Load @ Center Span: DL = 160.0 plf LL e 232.0 plf SUKIARY USING 5.500 x 7.250 Beam. Bending = 74.11%. Shear - 71.11% Max. Pos Man @ 5.00 ft 5.02 k -ft Shear: Max. @ Left 2.01 k Reactions... DL Maximum Max. Neg Man @ 10.00 ft = 0.00 k -ft ....used for dsgn = 3.01 k Left = 0.85 k 2.01 k Max @ Left = 0.00 k4t ...Area Req'd = 28.35 int Right 0.85 k 2.01 k Max @ Right = 0.00 k -ft Max. @ Right 2.01 k Max. Allow Moment 6.78 k -ft ....used for dsgn = 3.01 k 'Deflections ... fb Max. Actual 1250.5 psi ....Area Req'd 28.35 int Center -0.14 in -0.32 in Fb Allowable ' 1687.5 psi fv Max. Actual - 75.55 psi .....Dist 5.00 ft 5.000 ft Fv : Allowable 106.3 psi ...L/Defl 878 371. Ck = .811(E/Fb)".5 24.97 Left 0.00 in 0.000 in Cs - (LeD/B"2)".5 3.05 Bearing Req'd @ Left 0.56 in ...L/Defl 0 0 Cv per UBC 2312.4.5 = 1.00 Bearing Req'd @ Right = 0.56 in Right = 0.00 in 0.000 in ..:L/Defl 0 0 V4.4C1 (c) 1983-96 ENERCALC 10.00 MICHAEL MOONEY. KW -0601576 MICHAEL MOONEY -,CIVIL ENGINEER RCE 20647 EXPIRES 9-30-01 5A MADRONE AVE OROVILLE, CA 95966 Date: 08/30/99 Page: IV GENERAL TIMBER BEAM DESIGN 13.83 BEAM DATA Timber Section :-------- • End Fixity Beam Width - 3.500 in Elastic Modulus. _ Beam Depth 7.25 in Beam Density = Lamination Thickness 0.00 in Load Duration Factor = Fb - Bending 1350 psi Beam Wt. is Added to Loads iFv - Shear 85 psi End Shear Calc'd at Support Fc Bearing = 650 psi Le Right Cant. 0.00 ft 16.83 psi APPLIED LOADS Uniform Load @ Center Span: DL - 35.0 plf 106.3 psi ...L/Defl 871 SUMMARY Left USING 3.500 x 7.250 Beam. Bending = 17.56%. Shear = 15.84% Max. Pos Man @ 6.91 ft = 0.98 k -ft Shear: Max. @ Left = Max. Neg Man @ 13.83 ft 0.00 k -ft ....used for dsgn = Max @ Left = 0.00 k -ft ....Area Req'd = Max @ Right = 0.00 k -ft Max. @ Right = Max. Allow Moment = 5.61 k -ft ....used for dsgn - fb Max. Actua) 385.2 psi ....Area Req'd - Fb Allowable 2193.8 psi fv Max. Actual - Fv : Allowable = Ck = .811(E/Fb)".5 = 24.97 Cs - (LeD/B"2)".5 = 4.80 Bearing Req'd @ Left - Cv per UBC 2312.4.5 = 1.30 Bearing Req'd @ Right - 13.83 0.28 k SPAN DATA DL Pin:Pin Center Span 13.83 ft 1600000 psi Left Cantilever = 0.00 ft 35.0 pcf Right Cantilever = 0.00 ft 1.25 UNBRACED LENGTHS • Le Center Span 2.00 ft Le Left Cant. 0.00 ft Center Le Right Cant. 0.00 ft 0.28 k Reactions... DL Maximum 0.43 k Left = 0.28 k 0.28 k 4.02 int Right = 0.28 k 0.28 k 0.28 k 0.43 k Deflections... 4.02 int Center -0.19 in -0.19 in 16.83 psi ....Dist 6.91 ft 6.915 ft 106.3 psi ...L/Defl 871 871 Left 0.00 in 0.000 in 0.13 in ...L/Defl 0 0 0.13 in Right = 0.00 in 0.000 in ...L/Deft = 0 0 V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 n, «t"Pi M, 00 4c -y v O FII ji_1_ra CA IOGDCO GC�!(:RAL 'i"I tE?EE+ E.rAMa`SICN ' ii yw tIF4? DATA S" dei VII A �,, i,p A•y� h t •.'h. . "a ,. r. - � .i' t' t, .!1" -♦ 4Yrr � ^, �,. "e• t t',.1)!3 i l ch P - A' ` ... an. c rt °j•.. - .. _r,G t i C. �. d ,�. M]A. .. � .� t• ; � c c, r. J. i � r.e � r7 ti �. lft 1. r5 • .-?l. it MUTEi, 1 i � , r to • r i. I ♦ { � k r J ' I - -----�— .�..__ _ _....__—�------" -----•----— --�_,.� .__—ri.'U1iL p�;;(.�JF'7. '':hr i)fj(Ij5lt� r Jd„^.l f,r,"` iS?J•P,4 t?IFi'Cirl. ' •z r ' _ - �- -,Td W1d6S:OT. 66c.T. JC1 ....a.... w.�waemnsmoes nnrton 31"11 Hd' _.. F_ • -µOPt3 ;.131"1000 W!08 PRCCT PROCESSING RF -CORD A � APPLICANT: OWNER: PERNIIT #: A. P. #: WORK DESCRIPTION: D. �• • •STEF / / ; ELEVATION CERTIFICATE O.M.S. No. 3067.00 FEDERAL EMERGENCY MANAGEMENT AGENCY Expires July 31, 199 NATIONAL FLOOD INSURANCE PROGRAM ATTENTION: Use of this certificate does not provide a waiver of the flood insurance purchase requirement. This form is used only to pro vide elevation information necessary to ensure compliance with applicable community floodplain management ordinances, to determine the proper insurance premium rate, and/or to support a request fora Letter of Map Amendment or Revision (LOMA or LOMR). You are n required to respond to this collection of information unless a valid OMB control number is displayed in the upper right corner of this form. Instructions for completing this form can be found on the following pages. SECTION A PROPERTY INFORMATION FOR INSURANCE COMPANY use BUILDING OWNER'S NAME POLICY NUMBER i STRE AODRE (Includlr. Apt., Suite and/or Bldg. Numper) OR P.O. ROUTE AND BOX NUMBER COMPANY NAiC NUMBER PI j OTHER DESC13,t�P•T�(Q/N (Lot ana Ic 1LNu�t�rs_ etc_.) ^ O+ CITY !v ` Q U BU L STATE ZiP COD o`2.yoti -. ✓t - � -- X159 Is SECTIONS FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Provide the following from the proper FIRM (See Instructions): t. COMMUNITY NUMBER 2. PANEL NUMBER ' 3. SUFFIX 4. DATE OF FIRM INDEX 5. FIRM ZONE I G. BASE FLOOD ELEVATION (in Ao zones, use depth) 7. Indicate the elevation datum system used on the FIRM for Base Flood Elevations (BFE):;NGVD'29 ❑Other (describe on back.) 8. For Zones A or V, where no BFE is provided on the FIRM, and the community has established a BFE for this building site, Indicate the community's BFE:! ` I I j.LJ feet NGVD (or other FIRM datum -see Section B, Item 7), SECTION C BUILDING ELEVATION INFORMATION 1. Using the Elevation Certificate Instructions, indica a the diagram number from the diagrams found on Pages 5 and 6 that best describes the subject building's reference level . 2(a). FIRM Zones Al -A30, AE. AK, and A (with BFE). The top of the reference level floor from the selected diagram is at an elevation of A ,*� feet NGVD (or other FIRM datum -see Section B, Item 7). (b). FIRM Zones V1 -V30, VE, and V (with BFE). The bottom of the lowest horizontal structural member of the reference level from the selected diagram, is at an elevation of! I i i i l .LJ feet NGVD (or other FIRM datum -see Section B, Item 7). (c). FIRM Zone A (without BFE). The floor used as the reference level from the selected diagram is. ILL feet above'J or below _ (check one) the highest grade adjacent to the building. (d). FIRM Zone AO. The floor used as the reference level from the selected diagram is L j.` feet above or below � (check one) the highest grade adjacent to the building. if no flood depth number is available, is the building's lowest floor (reference levet) elevated in accordance with the community's floodplain management ordinance? 0 Yes ❑ No Unknown 3. Indicate the elevation datum system used in determining the above reference level elevations: UX NGVD '29 7 Other (describe under Comments on Page 2). (NOTE. If the elevation datum used in measuring the elevations is different than that used on the FiRM (see Section B, item TJ, then convert the elevations to the datum system used on the FIRM and show the conversion equation under Comments on Page 2.) 4. Elevation reference mark used appears on FIRM: Z\ Yes -_ No (See Instructions on Page 4) S. The reference level elevation is based on: _ actual construction Z construction drawings (NO E: Use of construction drawings is only valid if the building does not yet have the reference level floor in place, in which case this certificate will only be valid for the building during the course of construction. A post -construction Elevation Certificate will be required once construction is complete.) 6. The elevation of the lowest grade immediately adjacent to the building is: ; �� .S feet NGVD (or other FIRM datum -see Section B. Item 7). SECTION D COMMUNITY INFORMATION 1. If t�a community official responsible for verifying building elevations specifies that the reference level indicated in Section C, Item t is not the "lowest floor" as defined in the community's floodplain management ordinance, the elevation of the building's 'lowest floor" as defined by the ordinance is: _feet NGVD (or other FIRM datum -see Section B, Item 7). 2. Date of the start of construction or substantial improvement FEMA Form 81-31, MAR 97 REPLACES ALL PREVIOUS EDITIONS SEE REVERSE SIDE FOR CONTINUATION ZO'd di£=130 66-LO-Lne c /61� y� S LAND DEVELOPMENT OROVILLE /,,f BUILDING /._-.E" AEIkT;w71TFP. PERMIT CLEARANCE' OWNERS NAME • PRINT LAST N4fAfE FIR T ADDRESS / LOCATION: COUNTY ZONING y DESIGNATION: S/� Z - FLOOD MAP: FLOOD ZONE: A APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIG TO APPROVAL: 7�1c DEED INFORMATION: PARCEL CREATION BY DEEDS OR MAP - DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: - YES NO LEGAL ACCESS REQUIRED: YES • NO 1COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITIONS: * , i 1-11% Building P@nrrlt No. 1, F NUMBER MAP INFORMATION: DATE OF RECORDING: LOT 2 BOOK 7� PAr,F ' S.3 COMPLIANCE WITH OLDS DIVISION 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 BUILDING DMS/ON 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 ' 3. Comply with Zoning code for building setback from road. —4. .Maintain a 100 ft. leachfield setback from all e)asting wells. —5. Maintain a ft. leachfield 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. Conned 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. t 2 _ 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. Obtain 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 Planning 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 case 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. AIO 1N31Nd013A30 ONV1 3.11ne 10 k11N1100 6661 S d N n r (3n13038 LD 6/98 FORMS\BLDG PERMIT CLEARANCE BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM f' (One form per Building) School District Building Department No. A.P. Number 0,/0 —' go -f�J� Jurisdiction: City County Property Crooner C -a V U Pooi-,e Property Location/Address I Subdivision 1 Residential Development No of Living Units h., Commercial/Industrial r New Lot No. .................................................................................................................. Sq. Footage 31. Mobile Home Addition/ *Supplemental to (Group R) Installation Conversion Permit # i................................................................................................................... *(No foundation inspection); Sq' Footage Addition (Including Exterior Roofed Areasj Date (Floor Plans reviewed by School District Personnel) District Identification No. 1/17/ 1P Ule- / h"'? School District certifies that A/2 `� C DOP��- (Applicant) vE �'?t - q Y 33 (Street Address) (Phone Number) �y2c1 CA 4? 38' (City) j (State) (Zip Code) 96 - q has complied with the requirements of Resolution No. by payment of $ 355 • 3 Ido representing .3y',s4 square feet AB 2926 S FULL MITIGATION : School District Representative s Date �f Paid b Remarks: Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in complianc Government Code Section 660201a), within 90 days from the date fees are paid. Failure to submit a timely written protest .will pntl,� 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�w notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act ICEDA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/98)dmm • , rr :.�. F (t. --.M .. � . Y .....-t Y" '�,.,,,1+'",. ,..�; ti__ r+cL.Y. i...�w.��..y�,... ..- ..6-`.,.++,.1 r,y '�{7,plti.,•.-1� +Fr-: 1s.=.r .-n..-7•v..«..+.�r..,, _ V. +`:,. .. BUTTE COUNTY PARK FACILITY FEE PAYMENT CERTIFICATION FORM 1. DURHAM RECREATION AND PARK DISTRICT r �►' Assessor Parcel Number (S)- 0 o. /E-0, 14.0 r � Property Owner (s).: ('90 KU cook - It ti Project Location/Address: r ' Subdivison Name: Type of Residential Development (check one): New Development r Comments:"�� Assessable Square Footage: Afteration/Addition Mobile Home (s) Non -Residential to Residential Ai Building r'i 'sion Representative Date Durham Recreation and Park District (DRPD) certifies that Applicant N&ne / ApplicantPhoneNumber Street Address t " has,complied,with-the requirements of the`ButtvC©unty Board of S'upefiiisoi;s Resol ;13 e.' 93 - 114 by payment for ?sL/4-'/ square feet at $ 1.04 per square foot for a4oVap rr7ept of $ 16 d G L" 999 t� dl`s o�. DRPEY Representative Date PAID. BY CHECK No.: Remarks: Ca ,� T.G,�+ -Fl. BANK No.:7o-35-c+ s o e PAID BY CASH: 4e 3 S__z� of) -f ),'-e RECEIPT No.: U 0 SC 0,9 / S T � Lf Pee, +�o r,.�--!, DISTRIBUTION: WHITE - APPLICANT PINK - DRPD YELLOW- BUTTE CO. BUILDING DIVISION -4-7 zewe Fteo 6 4 CAs�N9 TOA)e5 001Kit 0 1 '- 1, LV 1� �!SA Val "*,*4 If Ir mo ME, 32 lAPOhdVEd Suite County citrin ta I K!)U- ftb �Pm I i�mllzl�s LONGFELLOWt'U­"MBER'— Quality Truss Design ■ Roof Floor Systems (800) 678-0112 (530)' 893-0112 • FAX (530) 893-0140 89 Loren Avenue Chico, CA 95928-7434. �r Customer: Address: -7 r^ �4 n I RD • - G- i AP#: - N Co. INC. Job No:' C-0 d ��1►[li1►1�I�ICi 1 *le,. Alpine Engineered Products, Inc. Christian W. Chappell 8351 Rovana Circle Sacramento, CA 95828-2522" - (916) 387-0116 APPROVED INSPECTION Timber Products Inspectipc. c� O P.O. Box 20455 Portland, OR 97220 (503) 254-0204 G I I "I LONGFELLOW LUMBER CO. fNC. Quality Truss Design • Roof & Floor Systems (800) 678-0112 (530) 893-0112 • FAX (530) 893-0140 89 Loren Avenue ME Chico, CA 95928-7434 Important Information for Users of Wood Trusses Longfellow's goal is to supply superior quality trusses. Sensible truss designs, the best available lumber and exacting workmanship are the key ingredients of our quality control program. (Once trusses arrive at the job site, quality control becomes the responsibility of the builder.) For best results we suggest: DO'S DON'TS ❑ Do review your field copy of truss engineering for important bracing, ❑ Do Not cut, notch or drill chords or webs of trusses. bearing and connection details. (Exceptions will be clearly marked on engineered drawings.) ❑ Do review the HIB -91 Summary Sheet's recommendations for handling, installing and bracing of wood trusses. ❑ Do install roof sheathing ASAP. Trusses hold their profiles best when they have been plumbed and braced with roof sheathing. Especially in hot weather, we recommend sheathing be applied over as much of the building as possible before installing outriggers and gable -end siding. ❑ Do inspect trusses for missing plates or broken lumber. Report defects to Longfellow immediately. ❑ Do secure tails with fascia board. In recent years, the production of lumber from second -growth timber has resulted in an increased tendency for unrestrained tails to twist. We recommend a sub -fascia be installed behind gutters. ❑ Do call Longfellow if you have questions or need additional information. ❑ Do Not cut or remove plates. ❑ Do Not overload single or groups of trusses with plywood, roofing, tools or other construction materials. ❑ Do Not make field repairs without written approval from Longfellow Lumber Co. ❑ Do Not load HVAC units, solar equipment, fire sprinklers, etc. on trusses unless truss engineering has been designed to accomodate the specific point loads. BEFORE INSTALLING:d'1E Ca n Make certain truss sequence and end -for -end orientation are correct. r0V OP L r c 5 cIN L r c 5 7j 2 96 S r T ON TRUSS BRACING/BLOCKING DETAIL THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. t. TRUSS BRACIN13/13LOCKING DETAIL (AT SUPPORT) NOTE: BRACING DESIGNED TO STABILIZE TRUSSES/ AND HAS NOT BEEN DESIGNED TO RESIST LATERAL SHEAR LOADS. (A) 2X4 13 HEN -FIR OR BETTER CONT114000S LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2)46d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. (M) HEIGHT OF TRUSS AT SUPPORT. IING SECTION S -S TRUSS 4 (D) 2X4 H.F. 03 OR BETTER DIAGONAL BRACE. APPLY IN PAIRS AT 16-0-0 (T) - TRUSSES O.C. ATTACH TO EACH OVERLAPPING TRUSS USING (2)-16d NAILS AS SHOWN. (P) SHEATHING APPLIED TO TOP CHORD. BRACE NAY BE LOCATED ON EITHER FACE OF VERTICAL. (L) LOADS AS INDICATED ON TRUSS DESIGN. (M) IF TRUSS HEIGHT AT SUPPORT IS 10.0" OR LESS, DIAGONALS NOT REQUIRED. 8 a APPROX. 45' - (BB) BLOCKING TO BOTTOM CIrRG OVER SUPPORT. OF BOTTOM WORD. H.F. 13 OR BETTER 2X SIZE PLT TYP. Wave TPI -95 Design Criteria: TPI-95(STD) 18.20 O O O O -;WARNING-;,, TRUSSES AEOVIRE EIIREME CAN( IN FABRICATION, HANDLING. SNIPPING. INSTALLING AND 0 0 IHSH.....RACING.R60]RTO D.0lOFIONOR.. SUITENI... NAIISON,AN1 ND BRA']1191.I1.1i1AFETYYPRACTICESUPRIORSS PLATO Q�OFESSIO fy /(AFONMING IN(SE FUNCTIONS. UNLESS OTHERWISE INDICATED. IOP CHORD SMALL NAPE PROPERLY ATTACHED Ay� '(tp c O Q SI RUCIUNAI PANELS. BOTTOM CHORD SNAIL HAVE A PROPERLY ATTACHED RIGID CIELING. P.!'IMPORTANT T•• FUR N ISN A COPY OF THIS DESIGN TO IN[ INSTALLATION CONTRACTOR. ALPINE ENGINEERED Q /ROOUCIS. INC. SMALL ROI B( A[SPONfIBLI FOA ANY DEVIATION FAOM THIS DESIGN; ANY FAILURE TO co 11A�IILL•i" BVIIO INE TRUSSES 11 CONFORMANCE WITH Ifl; OR FABRICATING. HANDLING. SNIPPING. INSTALLATION OR 1 SPACING DT 1NOSSIf. IRIS DESIGN CONFORMS 911H APPLICABLE PROVISIONS OF ADS (NATIONAL DESIGN ,* * F ZTR SPECIFICATION/UBIISHEDBY IN( AMINICAIt FGRIST ANO PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS AN( MADE OF TOGA ASIM A613 OR]/ GATT. SIIEI. IIC(PI AS 101ED. APPLY CONNECTORS 10 ISSEACH FACE OF TRUSS. AND UNLESS OIMQWISE IOCAT(D ON THIS DESIGN. POSITION COHN(CIORS ►(R 'FOFIC��EO� Q O Q Q DIAVIAGS 1]0. 110 AMD 160 ".I . AN (NGIN(ER'S SEAL ON THIS ONAVING APPLIES ONLY 10 THE DESIGN ` OF IN TRV SS DIPICI(D HCA[ AND SNAIL NOT B( AEL I(o UPON 11 ANY OIN(N MAY. TC LL TC DL B C D L LL T 0 T . L D . R E F R 4 2 7 DATE 1/12/94 ( L ) D RW 3,048,634 DUR.FAC. CA ENG / CWC SPACING S E E ABOVE 4 I Job: DETAIL -92 ALTERNATE BRACING NOTE: SEE DRAWING DRININAL FOR LUMBER. PLATES, AND OTHER DATA NOT SHOWN HERE. ,TRUSSES REQUIRE EXTREME CARE IN HANDLING. ERECTION AND BRACING. REFER TO TPI HIB -91. SEE THIS DESIGN FOR ADDITIONAL SPECIAL PERMANENT BRACING REQUIREMENTS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD WITH PROPERLY ATTACHED CEILING. CD103 (A) JX4 03 HEM—FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EGUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. I(ANY OF THE BELOW MENTIONED BRACING TYPES MAY BE SUBSTITUTEDA 2X4 'T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 16d NAILS @ 4' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. IX4 'L" BRACE. SAME.GRADE AS WEB MEMBER. ATTACH WITH 16d NAILS @ 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. 2X4 'L" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 16d NAILS 0 4' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. SCAB BRACE, SAME SIZE. GRADE AND LENGTH AS WEB MEMBER. ATTACH WITH 16d NAILS 6 4' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. ^0 0 p o 0 0 C7 p p p G7 C� t=1 C [� d C7 A a pALPIN o [� p o TRUSS C':"1 __3 O p p p SEE ORIGINAL. OESIGN FOR PROPER OEMIiNSION9 NXIMPORTANTMm"PIIE EIT;nEErrtV PDJDDCI4. tic. WARNINGI"WKS IIE°'ltRe EslwNe CASE INALL .107 K PESPOUIIeIE FOR AW lA HAIULI'G. EAECFIVN AAE 01111 1)05 RAO" PHIS DElIC41 ON HESE &PECtFICATI00. DRAW f+ACPq. SM HM -EI 0/ IPI. SEE THIS OEUSP R41l17E TO WILD TTI[ TPOSS IN CDIrORWVQ III FIT OSTEI BT rpt. FOR 40070110NL SPECIAL PEEN"0EH1 II+ACII.L PC AAP11E tPAECTOPS AN HAVE Or 7.X.1 OXVI. STEEL 31ECT1 6 A71)# ANYWAE81I5. UNLESS OTHERWISE DU10AlEG FOR, ANS CA I DURA AS NOTED. if" I COIAAECTCPS IS BACs /ACC Or DAUO SHALL IE LATERALLI SPACED 111111 PPOPER NIUA9 AM IIAEIS OTIEFMIIE IOCAIEO 01 THIS OISIri . POST tiers LY 41I4CHEO PLWIOCD S1EATNIM BOSTON CH OAD ODIAECT05S PSA VAINEIr71 IYA 10 C MA -F. OESI01 ITAMAPCS NITH PPOPOLI ATTACHED PIOIO CEILDU -- SEE C01VOW A/APPLTCAeLE FMVIS1016 Or ACS S 1PI. AN E0111VEWS ALPINE FECNITCAL LV%TE (111/011 FOR PPCPES SE1i 01 I•F$ OPLNIIIO APPLIES TO THE COIE'OEIN VEPICTED PEPE '0191/L1 APFUCATI01. 5LR113N A COP/ Or THIS IN VILI. AND WALL LOT EE FELTED VP01 III ATH OTHER EAE, I CESI01 ID THE TRUSS EAECTIVII CCNTPACTOR. A -.OPT . salsa 24ur Then Tole — ...P, a rn.— ne. ger. �............... �m ..,.........ate..,,.. 'Z>C:TAIL- Q�°C�rl�� TC LL 30.0 PSF TC OL 15.0 PSF F' PC DL 5.0 PSF 3815 VD91 * BC LL 0.0 PSF _..... _ TOT.LD. 50.0 PSF UACLt tNU ut1AlL STRONGBACK (NAIL TO LEDGER 12' O.C.) (BRACED AT 55' O.C.) \ , 111113 umulrntrAKLU tKUM LUMrUItM INPUT (LUAUS & UIMLN51UNS) SUBMITTED BY TRUSS MFR. LEDGER (NAIL`H3(K MAX. WEB LENGTH IX3• 2-8-0 TO VERTICAL_t� ) - W/2 -10d NAILS) GAOL 43 (K) SPACING FOR H3 = 56.0' O.C. 13-2-0 REFER TO S111PSON CATALOG C -94H-1 FOR 7-9-0 PRODUCT ATTACHMENT SPECIFICATION (ATTACH AI A35 IN FI DIRECTION 15-6-0 (P1) 7-9-0 15-6-0 SS (SI) 15-6-0 DRW CD) T Z (M) 2X4 F.L. OR H.F. 12 OR (N) D U R .FAC . 1.15 ( G ) BTF. STRONGBACK BRACE SPACING (S) LEDGER (N) e 6'O.C. MAX ou B 8 cSI )\ \ \ (PI) PEAK PLATE TO MATCH COMMON TRUSSES. (SI) SPLICE PLATE TO HATCH COMMON TRUSSES. (HI) FEEL PLATE TO HATCH COMMON TRUSSES. (0) OPTION TO WEB PLATING: USE (3)-2' WIRE STAPLES (0.072 OIA./15 GA.) TDENAILED THRU CHORD INTO WEB 6 THRU WEB INTO CHORD ON ONE FACE FOR A TOTAL OF 6 STAPLES. (PI I. (SI) 6 (HI) MUST BE PLATED. (G) GABLE END DESIGN BASED ON 75MPH MIND LOAD, EXPOSURE 'B' AT 0-25 FT. MEAN HEIGHT. 11. I KUNUUALR BRACED AT 55' O.C. (C) 1X4 CONTINUOUS LATERAL BRACING FOR BRACE (STRONGBACK) MENDER LONGER THAN 72'. ATTACH AT MIDPOINT OF EACH 6RACE W12 -8d CCOMMON NAILS. 24' MAX /GABLE ENO HI NOTE; CHORDS TO BE 2X4 FIR -LARCH A2 MIN. NOTE: THIS DETAIL MAY BE USED FOR TRUSSES WITH PITCHED B.C. ALSO. PLATE MAX. WEB LENGTH IX3• 2-8-0 2X4+ 8-1-0 3X4• 13-6-0 OUTLOOKER OUTLOOKER CRITERIA 3.5' MAX. TYP. NOTCH 0 24' O.C. 1.5' MAX. 12' MIN 24' MAX 2X4 F.L. LUMBER GRACES MAX. LENGTH WITHOUT BRACING IN) MAX. LENGTH W/ STRONGBACK BRACE ( S ) STANDARD 5 -II -0 11-10-0 STUD 6-7-0 13-2-0 43 6-7-0 13-2-0 #2 7-9-0 15-6-0 AI 7-9-0 15-6-0 01 6 BETTER 7-9-0 15-6-0 SS 7-9-0 15-6-0 PLT TYP. Wave TPI -95\R Desi n Criteria: TPI-95(STD O O O O O A O 11^'BUILD ALK Z�TRUS�S O O Q Q ••MARRING•• TRUSSES RCOUIRE I1IRCHE CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND IN SI'TOIE.R 6B7R0'ONOFIONDR. IR SUI T E N2.0MS14A0 ISON.TALLING A111 BRA60)19).PUBLISHED SAFETYYPRACTICES(TRUSS PRIOR PLATE IO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CIELINO. ••IMPORTANT•• FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT NE RESPONSIBLE FOR AMY DIYIAIION FROM THIS DESIGN; AMY FAILURE 10 INE IRUSS[S IM CONFORMANCE YIIM 1P 1; OR FABRICATING, HANDLING, SNIPPING. 1 SIAILA110N 0R OF DESIGN SPECIFICATION UPU0LISHCO I By THE SAM[RICANOFORESTT AND11 PAPERBASSOCIATION)SOF KOS AND IPI. (NATIONAL CONNECTORS ANE HAD[ OF 20GA ASIM A660 GR31 GAL Y. SI[EL. I SEXCEPT AS NOTED. APPLY CONNECTORS 10 .RAM I NGS 00.T 160 SANDN 160NAl. OTHERWISE ENGINEER'SI SEAL ON THISEST DRAWINGPOST APPLIESCONN( ONLYC MOR INE[DESMON OF 111E TRUSS DEPICTED HIRE AND SMALL NOT BE R[IIFD UPON IN ANY OILIER WAY. I �oQT,�OfESS/pN� ,`�� ��'`„ W. y W Z e V C r * �' sr C/VI P 'fF Of ``AL1 \ I TC TC B C p C TOT LL DL D L L L . L D . 3D.D 15.0 0.0 50.0 PSF PSF P S F P S F PSF REF 8 9 9 2 DATE 03/19/98 DRW CD) T Z "I SEAN - 25458 D U R .FAC . 1.15 F ROM P B C SPACING THIS DWG. PREPARED FROM COMPUTER INPUT (LUAD5 & U1MtN51UN51 5UUM1IItU UY IHUb9 MrH. STANDARD JACK DETAIL SPACING24' O.C. DEFLECTION CRITERIA: 1.5X3 (LIVE LOAU) MAFTER SLOPES < 4:12 o L/240 RAFTER SLOPES > 4: 12 < 12:12 - L/ 1110 CEILING JOIST a L/240 RAFTER I MIS WE AND USS FAORICAIORSTOIREVIEW THIS WAVIINGLITY OF THC GRPRIORGTOCUITING ��• � LUMDE:R TO VERIFY 71 AND ALL [IATA, INCLUDING DIMENSIONS AND LOADS, CONFORI4 TO ME ARCIIITECTURAL SPECIFICATIONS AND FADRICATOR'S TRUSS LAYOUT, 2X4 I �l -REDUIfIED 1.5X3 ` MAXIMUM CLEAR SPAN_— ` -_ _� 2X4 1.104 -Fill STANDARD IF RAFTER NOT CEILING.JOIST SUPPORTED AT ENO PLATE-WAVE—TPI95 DESIGN CRIT=UBC OTY = 1 TOTAL = 1 RAFTER "SLOPE < 4: 12 RAFTER SLOPE > 4: i2 OUT < 12: 12 CEILING JOIST LIVE LOAD(PSF) 16 16 30 30 16 16 30 30 DEAD LOAD (PSF) 7 15 10 15 10 15 10 .15 5 DURATION FACTOR 25% 25% 15% 15% 25% 25% 15% 15% 1 o SIZE GRADE --MAX IMIJ14 CLEN1 SPAN-- PLATE-WAVE—TPI95 DESIGN CRIT=UBC OTY = 1 TOTAL = 1 ■IIWARNINGN■TRUSSES REQUIRE EXTREME CARE IN FABRICATING: HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS t F REF 8992-90913 p p p p p p p C=) PLATE INSTITUTE, 5B3 D'ONOFRIO DR., SUITE 200, MADISON. WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OT14ERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIG QQ. �� y y� DATE 01/15/98 DRW G CDI00 p p p O p p ALPINE p TRUSS C= p p O o0 CEILING. ■NIMPORTANTww FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATINGTH , ICABv PROVISIONSSOFPNOS G(NATIONAL IDESIGN SPECIFICATION NG AND BRACING OF UPUBLISHED BYGTHE AMERICAN N CONFORMS IFOREST LAND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 206A ASTM A653 GA40 GALV. STE EXCEo THISPT As DESI ONTED PE OF OSITIONLCONNECTORSRS TO EACH PER DRAWINGSE OF TRUSS 160 A-ZITY. THE"SEALNONSTHISIIDRAWINERWISEG OCATED 0 INDICATEACCEPT DESIGN SHOWN. PTHEESUITAOILITYIANDRUSE OFSTHISICOMPONENTLFOR ANY PARTICULARCBUILDING ` Oc * f�'{1,E, 6 t * CIV�� 0l CA -ENG J S Ln N 1-1 -r n-: -10N C73 C]O O z (GRCPR-GOLDMANN3ROSE/COOPER - T1 THIS DWG PREPARED IRON COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBNII/ED BY TRUSS MFR. TOP CHORD 2x6 DF -L #2 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. W5x4 DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. H J o 4 4� 0 o+8-0-0 a W2X4(A1) a W2X4(A1) a w w• z . z w L--2-0 0--a-i X2 -0-0--J 'E coumf -cc8-0- 8-0- �6 16-0-0 Over 2 Supports WILDING DEPAI-y' TME R-632 W-5.5• R-632 W-5:5• w1` _ R � "PLT TYP. Wave TPI -95 R Desi n Criteria: TPI STD CA 1 - - F Scale —.3750/Ft �--�' •YARAIN6•• TNUSSES REQUIRE EST2EME CARE 11 fABRICATTO3, HAGGLING, SNIPPING. INSTALLING ARO - I QADUG. REFER TO NIB•91 (HANDLING INSTALLING AND BRACING). PUBL1SMID OY TPI (111N55 PIAll �pw TC LL 16.0 PSF REF R427--29840 C73, y ' -0 USgTDTE. NOS 0'0201`11!0 OR., SUITE 100. MDISON• NI 531l9)• FOR SAfill FRACI ICES PoIOR TO PERFORMING TO[SE fONC110N5. UNLESS 0711INISE INDICATED, 70P CHORD SMALI RAVE PROPERLI AtTACHED TCDL .10.0 PSF DATE 04/01/99 'STRUCTURAL PANELS, BOTTOM CHORD SUAtt NAYE A PROPERLY ATTACHED 81610 CEILING. Apr O 1 j g9' "" ' ^ y ' •IMPORTANT•• FORM IS" A COPE Of TH1� DESIGN To lM[ IOSTAILATION CONTRACTOR. ALPINE EOGINEEREO P BC DL 7.0 PSF DRW CAUSR427 99091019 OUIL IHE TDSSESUCTS. INC. AIII COtFORNABCfT GOT 69 0YITHLTPIOOOIANFABRICATING. NA DUNG. SHIPPID,in room THIS DESIGHt ANY RSTALLINGETO ArD 68006 ALPINE BRACIIG OF TRUSSES. THIS DESIGN CONFORMS KITH APPLICABLE PEDIISIOIS OF DS (NATIONAL DESIBC LL 0.0 PSF CA -ENG AEB/GWH SPECIFICATION RBLISHto BY TtlE ANERIGN 1`0RtST ARO ►APER AffOClA1I0R) AND TPI 1LIEEE a COOECIOlS ARE MADE Of ROLA ASTM A653 6RL0 GALT. STEEL, EICIPT AS NOTED. APPLY CONNECTORS * TOT. LD. 33.0 PSF SEQN - '11019 p•• ;rt EAttl FACE Of TRUSS, AND PILESS OTHERNISE LOCATED ON THIS DESIGN. POSITION CONNECTORS P[R II�,,,��D��� ONANRCf 160 A•1. TOE fENL OR THIS DRONING DESIGIES ACCEPTANCE IGN Smun. HE Of PROFESSIONAL USO(NEERIAlpLA� CI OUR. FAC. 1.25 ' � �4+• a+•••+ .IIIC. OHPOtf tTiF01 Y 1PABTIC6LARtty FOR EBYILOIEUSS 6 If TOTRESPONSIBILITYOf TNf BUILDING DESIGNER. THIS q BNatDLeoto.CA95928 AOSIInt 1 1996 SECTION :. SPACING 24.00 (GRtPR-GOLDMANN6ROSE/COOPER T2) TOP CHORD 2x6 DF -L #2 BOT CHORD 2x4 DF -L #1 1n WEBS 2x4 DF -L Standard N 1-1 N ' PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. rs; N C77 CD O , C/] H C--) 9= Cass{i,.3;- �'•�� ncn�tna/ m - w w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W5X4 m W2X4(Al) m -.8-0-0 z L -C -2-0-0---J �L ���� � L. 8-0-0 ( 8-0-0 fa 16-0-0 Over 2 Supports 0 1 L D 1 N G D)C P'�ViE ` R-641 W-3.5' R-519 W-3.5' •PLT .� lk`� •I 1. N PLT TYP. Wave TPI -95 RDes1 n Crlterla: TPI(STD CA - 1 - - - F Scale —.3750/Ft. '•YARNING-- TRUSSES REWIRE EI7REME CARE IR FABR(GiION. RLADLTB6, SBI►PING, INSTALLING AND C" BRACING- REFER TO HID -91 (GAIMING INSTALI INS AND SAACING), PIBLISHED BP 1P1 )TRUSS PLAltT C LL 16.D PSF REF R427--29830 INSTITUTE, SRI O.ORO►R10 OR , SUITE t00. MADISON, 1I 53119), FOR SAFETY PRACTICES PRIOR 70 0.0 w It, CT PERFORMING TNESE FUNCTIOy- 11LM OTHERWISE INDICATIO, TOP CHORD SNALt RAVE PIOP[RLV ATYACNEO G_�pT C`plY_ TC OL 10.0 ' PSF DATE 04/01/99 rn STRDMAAL PANELS. BOTTOH'CRORD SNAIL HAVE A FAMILY ATIACNED RIGID CEILING. RTA�S �--.--)MPOH►-- FORRISH A COPT 0► THIS DESIGN 10 THE INSIALLATION CONTRACTOR. ALPINI INSINLINED Apr O1 9 PIS BC DL 7.0 PSF DRW CAUSR427 99091011 PROOULTS, INC. SHALL Y01 BE RES►OISI6IE FOR ANT DEVIATION ►ROM THIS OESION, ANY FAILURE To AL P I N E BUTID IRE IIISSES to COIFMRAKE NI 10 TPI; OR FABRICATING. HAROL160, SNIPPING. INSTALLING AID NO. C DO BRACJIG 01 TRUSSES. THIS OISIRN 'U.FOR8S WITH APPLICABLE PROVISIOtS 0► NDS (NATIONAL DESIGI 6 8C LL 0.0 PSF CA -ENG A E B / G WH a SPECIFICA7101 F16LISHIO BY THE ANENICAN FOREST AND PAPER ASSOCIAFI06) AID TPI ALPINE w CONNECTORS Al( RACE OF IDBS ASTR AM GRAD GALT. STEEL, EICEPT AS NOTED. APPLY CONNECTORS 10TOT 33.0 PSF SEON - 10872 Q EACH FAC( 0► TRUSS. AND MISS OTIEIYISE LOCATED DR THIS DESIGN, POSITION COMRECTORS P[0 DRAWINDI 160 A -I. THE SEAL 01 THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ERCIR"SPOISIEERINC L1'. V1� D UR .FAC . 1.25 Alpine � .� Inc, CONPOI[RfTVONTAIIL►AR[ICOLANE&I FOR E111,011CTRUSS OISOIRETRESFOISIBILDESIGN IFI O1 THE 0U II 1MSIDE IGry HEASEPER IMIS q� A.SIFTPI 1.1996 SEC110N E. SPACING 24.00 Ir N c-, w N CT CID z (GRCPR-GOLOMANN&ROSE/COOPER - 'TOP CHORD 2x6 OF -L #2 BOT CHORD 2x8 OF=L SS WEBS 2x4 DF -L Standard THIS ONG PREPARED FROM COMPUTER INPUT (TOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. GIRDER SUPPORTS: 16- 0. 0 SPAN TO BC ONE FACE AND 2- 0- 0 SPAN TO TC/BC SPLIT OPPOSITE FACE. DEFLECTION MEETS L/240.00 LIVE AND L/380.00 TOTAL LOAD. PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3, RECOMMENDED CONNECTION FOR 16-0-0 TRUSSES FRAMING TO THE BOTTOM CHORD ® 24',O.C.: SIMPSON LUS26. SEE SIMPSON CATALOG C-98. A W a, w W z W5X c.5 z w W6x4 a w z . Q. 8- -0 I 8-0-0 4 t I � 16-0-0 Over 2 Supports R-2337 N R-2337 W-3.5' :cli N PLT TYP. Wave TPI -95 R Design Criteria: TPI STD .� "WARMING" TROSS[S R[01IRE ETTR(NE CARE EN FABRICATION. OANOLIN6. SNIPPING, INSTALLING ARD CT BRACING. RIFER TO 1118.91 (NAADLING INSTALLING AND BAACIGG), PUBLISHED Of TPI (TROSS PIATI INSTITUII. $83 D'01OFRIO OR.. SOIFE 1100. MADISON. Of $3119). FOR SAFETY PRACTICES PRIOR TO CT - PINFORMIN9 IRESE FUNCTIONS. UNIFSS OT11IRVl31 INDICATIO. TOP CNORO SOALL NAVE PROPERLY ATTACHED C73. STRUCTURAL PANELS. BOTTOM CI10RD SMALL HAVE A PROPIALf ATTACKED 21610 CEILING. -•INPORTA1r-• FURNISH A COPT OF THIS DESIGN 10 THE INSIAILATION CONTRACTOR. ALPINE ENCIIEER[O PRODUCTS. INC. SHALL NUI BE IES►ORSIBLE FOR ANT DEVIATION FROM 1011 DESICO. AMY FAILURI f0 BUILD THE TRUSSES IN COIIFORMANCE KITH TPI. 02 FABRICATING. HANOI ING. SNIPPING: INSTALIINO AND ALPINE BROF Il1if[f. _ THIS 0111611 10 fWMS LITH APPLICABLE P20VIS10RA OF IDS (RATIOIAL OISIGI ai IPEtIi1tAT 101 IIBI ISIIED BY THE AM(RICAR FOALSI AND PAPER ASSOCIAIIOO) ARD TP1. ALPINE 93. CONNICTCAS AAL RADE 0► tOGA ASIR A093 BRAD GALP. SIEEL. ESCEPT AS NOTED. APPLY CURNECTORS SU EACH FAC( OF ROSS. AND IHlIS3 OT8fAHIS1 LOCATED 08 11IS OESIGN. POSITION IORRECI d13 PER DAANINGS 160 A•I, lilt SEAL 01 THIS DRAM/16 INDICAIES ACCPPTARCE Of PROFESS TONAL CR041IR18C~' mpim gy-• RESPONSIBILITY f (OTDESIGN l16Y3[ :I41S C! $Bs1QE0CA 959n t02P[1i FOR M/MIICIARBOIl011i ISINENESYONS18if► OE THE BUILOIH601SER� . ANSI/TPI 1.1995 SECTION r. out) W A Apr 01 ' No.4b@00 l�3 JTTE GUUt� :' j � MAL D?NCa DEPARI' E;.e -I.A/-/ TC LL TC DL BC DL BC LL TOT. LD. DUR. FAC SPACING 16.0 PSF 10.0 PSF 7.0 PSF 0.0 PSF 33.0 PSF 1.25 24.0' Scale—.3750/Ft. REF R427--29831 DATE 04/01/99 DR W CAUSR427 99091012 CA -ENG AEB/GWH SEON = 10891 Ln N I -- LC -1V rs. GV CID 0 x (W(UFK •GOLUMANN&ROSE/COOPER - T4) TOP CHORD 2x6 OF -L #2 :T2 2x8 DF -L #1: BOT CHORD 2x4 OF -L #1 WEBS 2x4 OF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3,3. THIS BOSTON HIP GIRDER IS DESIGNED TO SUPPORT 6-0-0 JACKS WITH NO WEBS: -TO ONE FACE; CORNER SET IS CONVENTIONALLY FRAMED. OPPOSITE FACE TO SUPPORT 2-0-0 OF LOAD TO THE TC/BC SPLIT. IN ADDITION, THIS BOSTON HIP IS DESIGNED TO SUPPORT 24• TOP CHORD OUTLOOKERS ABOVE JACKS AND GABLE FILL LOAD NOT TO EXCEED 10 PSF, l A w _ a W z z w ' Tut, nur DDI DADCn rDnU —Uhurrn I-- .. ,..... . ................. _.. _..__... _ -- .•-- ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** SEE DWG GAB98117 FOR ADDITIONAL REQUIREMENTS. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE ALL FLAT TC 0 24.00. OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. N3x10(B1) a T..8-0-0 w' LZ -3-0-0--1J LI -3-0-0---1 I 5-1.10 1 6-10-14 I JUTE COUNI Y fE 24-0-0 Over 2 Supports G11 � 11ONG DIEPARTMON"' R-1967 W-3.5• R-1967 W-3.5• -0 11-1104 N Note: All Plates Are W1.5X4 Except As Shown. -- PLT TYP. Hi h Stren th,Wave TPI -95\R Design Criteria: TPI STD CA - 1 - - - F Scale -.250/Ft. ^' —WARNING•• TRUSSES REWIRE EITRENE CARE II FABRICATION, RANDLINO. SNIPPING. INSTAILIHG AND I - BIACIN6. REFER TO "'I.It (HAIDISNG 1.11AMIG AND ORALIO6), ►VBLISNtO BY TPI (1lYSS FLAIL �/ t. TC LL 16.0 PSF REF R427--29833 tT ERFONST RNING SIS 0•oR0►Il0 OR., ESSf( M. MADISON. WE 1OP CHORD EOR IL ILAY ORACTICLY APRIOI rrAC Io �O 7 TC DL 10.0 PSF DATE 04/01/99 C7>t P[A/ORMII6 re[SL /UK110tl s, III ESS OlM2YlAf INDICATED, COP CtlORD SHAH EAI! PROPERLY If rAC1E0, STRUCTURAL ►ANEIS, BOTTOM CNORO SHALL RAYS A PROPERLY ArTAC11ED RIGID UtLIN6. Apr O1 9 "IMPORTANT-- rua2ISN A COPT Of THIS 013168 TO III 25rALLATTOH CONTRACTOR 41PIRE [16121 210 BC DL 7.O PSF. DRN CAUSR427 99091020 ., PRODUCTS. INC. SHALL ADT IE At PONSIBLI FOR AIT DEVIATION FROM THIS DESIGN, ANI FAILOIE f0 BU110 IME TRUSSES 11 CONFORMARCE WITH TPI; OR FABRICATING. DANGLING. SHIPPING; INSTALLIIG AND 1110. B 11 ALPINE — BRAU2G of TAISSI3. THIS 013101 CORFo2M5 WITO A►►IICABLE PROVISIONS Of NO:; QLAIRONAL DESIGN' � q BC LL 0.0 PSF CA -ENG AEB/GWH a SPECIFICATION PUBLISHED HT IBE AMERICAN FOREST AND PAP(R ASSOCIATION) AND TPI. ALPINL CON2ICT023 ARE MADE OF MA AST" A653 GR40 OAL1. STILL. EECEPT AS (DIED. APPY COBPECTORS 10 TOT. LD. 33.0-PSF . SEON - 10911 f1r EACH FACE OF INOSf. AND UNLESS OTBIRWISE LOCATED 01 THIS DESIGN, POSITION CDINECTOR3 PER ' Q DRAWINGS 160 A•1. TOE SEAL 01 Leto GNA1106 IRDICA71S ACCEPTANCE OF PROSESSIONAL EIGIN[EA116 WEN AlpimBapioeaedPlgoNu Inc RESPORSIBIIITf SOLELY FOR TME•rAI35 COMPONENT DESIGt SHOWN. T8E SUITABILITY AND USE 01 TBI" �.y� CI�iI1- ,,�P DUR. FAC. 1.25 DO�� � MSI%T►i1.....5I31cT10NCElAA OOIl0IH6 IS INE RESPOHSIIiIITT OF IIIL BOI10128 DES1081R. PER OF lWl' SPACING 24.00 C C-3- 9=1 G7 O a Q.. A W C24 W w z (GRCPR-GOLOMANNdROSE/COOPER - T5) TOP CHORD 2x6 DF -L #2 BOT CHORD 2x4 OF -L #1 NESS 2x4 OF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3 �1 W5X4 m Till$ DWG PRLPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. ..-- I.. -F _ WZXb (Al) EGI B-0-0 w L--3-0-D--J X3-0-0-,?) _r,_» .. 12=0-0 ) 12-0-0 i t t E NI Q 24-0-0 Over 2 Supports =s f R-948 W-3.5• R -948-W-4.5" v!(���"�@$�� N ov PLT TYP.^Wave TPI -95 R Desi n Criteria: TPI(STD CA 1 - - F Scale —.25 -/Ft. •NARKING" TRUSSES gEOUltf FITAEIq CARE IN FAICATIOR, HANDL •RRING. SOWING. 10 $iAELI16 AHD I BRACING. R2/ER 10 RIB 61 (1WIOLIN6 INSTALLING AND BRACING). ►UBlIS11f0 B/ IPI (TRUSS PLATE�yyb TC LL 16.0 PSF REF 8427- 29832 AT INSTITUTE. !B] U'OAOft10 on.. SUITE 200, RADISO4. NI SI719). FOR SAFfTf PNACTIEES PRIOR f0 ( O PCBFORNING THESE Ft1C11M. UNLESS OT.ERNISE INDICATED. TOP CHORD SHALL HAVE PROPERL!c:n ATTACHlD TC DL 10.0 P S F DATE 04/01/99 S1RUCtUMAL PAREIS, BOfl OM LUDRD SNAIL NATE A PROPERII A71ACHED RIGID CEII INC. ••IMPURTANT^ FURNISH A COPT OF THIS DESIGN TO Tilt INSI4ILATION CONTRACTOR. AIPINE EIGIRILRED Apr 01 9 BC DL 1.0 PSF DRN CAUSR427 99091013 PROONLIS. INC. SHALL 101 BE RESPONSIBLE rat ANT DEVIATION FROM THIS DLSIGBI ANY MIURE TO A L P I N E BUILD TRE TRUSSES It CONFORRAACC NT1H TP1: Ut FABRICATING, NA.DLIOG. SHIPPING, 12SIALLIBG MD NO. S 06 BRACING OF 1RUSSES. TRIS DESIGN to 10" .I IH APPLICABIE PROTISIORa OF RDS (NATIONAL DE31G. Fsp. 8C LL 0.0 PSF CA -ENG AEB/GWH SPE tIf ICATu, PusI ISBLD BT IME AMERICA. FOAL" AND PAPER ASSOCIATION) AND TPI. ALPIIE COA2[LT0AS ARE MAGE OF 2064 ASTM AASS 6240 6AIV. STEEL. E10E►T AS BUILD. APP1t C01.CCTORa Tu . * TOT. LD. 33.0 PSF SEAN - 10894 EACH LACE u! 1I10lS. AND UNLESS UIQEANISI LOLAFED ON TANS DESIOA, PGSITIOR COAACCTORS 1fR DESPONSS 160 A•2. !Bf SIRE O.IRIS ITI E kLl rot fRuss woul1THE R6 DESIGN SH ACCf/TATHE DF PABRITY0AN TG USE Of Till$ Npirmo qCp, DUR.FAC. 1.25 s0 u�� PID�I1Cl9'IOC. COIIPORIATI DRANTPMIICBLARBUILDING IS TAT 1ESPOUSI611 111 OF TBE BUILDINGDESIGN(R. PER THIS ■ S�AM" C®�O CA M28 ANSI/TPI 1.1995 SECTION 2 OF SPACING 24.00 1 (GRCPR-GOLDMANNBROSE/COOPER - T6) TOP CHORD 2x6 DF -L #2 :T2, T4 2x8 DF -L #1: BOT CHORD 2X8 DF -L SS :01 2x8 OF -L #1: WEBS 2x4 DF -L Standard :W3, W5 2x4 DF -L J1: C" o.:)PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. o1ADDITIONAL LOADS LCA ------(LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.-1.25) 8C - 1633 LB Cone. Load at 22.00 x WARNING: FURNISH A COPY•OF THIS ONG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE 'WARNING' NOTE BELOW. THIS BOSTON HIP BIRDER IS DESIGNED TO SUPPORT 8-0-0 JACKS WITH NO WEBS TO ONE FACE; CORNER SET.IS CONVENTIONALLY FRAMED. OPPOSITE FACE TO SUPPORT 2-0-0 OF LOAD TO THE TC/BC SPLIT. IN ADDITION, THIS BOSTON HIP IS DESIGNED TO SUPPORT 24' TOP CHORD OUTLOOKERS ABOVE JACKS AND GABLE FILL LOAD NOT TO EXCEED 10 PSF. 10 PSF BC LIVE LOAD PER UBC. (1) REV 4/2/99 AES - A a a 13r THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 2 Complete Trusses Required NAILING SCHEDULE: (0.131x2.5_g_na11s) TOP CHORD: 1 ROW 0 7" o.c. BOT CHORD: 1 ROW 0 12" o.c. WEBS : 1 RON 0 4. O.C. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** SEE ONG GAB98117 FOR ADDITIONAL REQUIREMENTS. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF RIGID SHEATHING•USE PROPERLY ATTACHED PURLINS TO BRACE ALL FLAT TC 0 24.00' OC. CALCULATED VERTICAL DEFLECTION IS 0.66" DUE TO LIVE LOAD AND 0.53' DUE TO DEAD LOAD AT X - 26- 0- 0. (1)(H)RECOMMENDED CONNECTION FOR TRUSS FRAMING FROM THE BOTTOM CHORD: SIMPSON HUS26. SEE SIMPSON CATALOG C-98 C-:3 z W4X6 9 ^J1'' a NDAD ® :S W5X12 a W5X8 EE1 WSX6 (Al) a W5X12 a WBX14 o W5X12 E t W6X8 (A5R) _8 (1) H) z3'DIr .—. 01-0 r . 0 0-� W 3lr 1J L-_ 13-3-6 1_ 7-7-8 U 14-1-14 I 8-10-14 1 I fs 46-0-0 Over 2 Supports R-6951 W-5.5" � / C R=5074 W-5.5' Note: All Plates Are W3. X5 4 Except As Shown. PLT TYP Hiah Strennth Wave TPI -95 R D4 C it 4 TPI 0 T� 4-8-0-0 es n r er of ST C711 *HARNIGG-• TRUSSES (EQUINE EXTREME CARE IN FABRICATION, MARKING. SNIPPING. INSTALLING AND Q� _ BRACING. RIFER TO tlID•91 (1AIDLIIIH INSTALlIHO AID BRACING). PUBLISHED BY TPI (TRUSS ►LATE y(r TC LL 16.0 PSF p� INSTITUTE, Bel D•OHOFNIO DR.. SUITE too. NAOISON. 11 S3119). FOR SAFETY PRACTICES !4102 to b TG DL 10.0 PSF r... PERFORMING THESE FUNCTIONS. EKING OTRENNISE INDICATED, f0► CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PARILS. BOTTOM CHORD SRALL GAVE 1 PROPERLY ATTACHED RIGID CEILING. Ar 05 '99 L6 •INPONTAIIT•• rUIIISM A COPY OF THIS DESIGN TO TBE INSTALLATION CONTRP ACTOA. ALPINE ENGINEERED BC OL 7.0 PSF PRODUCTS, INC. SMALL 107 At RESPONSIBLE FOR ANY DITIAT901 FROM THIS DESIGN. ANY FAILURE TO 006 ALPINE P I N E BUILD TEE TRUSSES 11 CONFORRARCE NITS TPI: 02 FARNICATIIG, HANDLING. SHIPPING, INSTALLING AND oG BRACING or TRUSSES. THIS DESIGN CONFOAHS WITH APPLICARLE PROVISIONS OF NDS B C LL (NATIONAL DESIGN 0.0 PS F Iz.. SPECIf ICATI01 PORLISHED BY T111 AMERICAN FOREST AND PAPIR ASSOCIATION) AND TPI. ALP1I1! d CONNECTORS ARE MADE Of FOGA ASTM A65I GRAD HALT. fTt% E10E►T AS NOTED. APPLY C011[CTRRs TO t TOT . L D . 33.0 PSF EACH FACE Of 111 AID 1NLI1S OTNERNISE LOCATED o0 THIS OES104. POSITION CONNECTORS PE2 DRAMINHS 160 A•S. THE it. -ON TR SSIf DRAWING DESIGN IR ACCEPTANCE OF SUITABILITY ABILITYOAND AND USE EGING DUR.FAC. 1.25 .� COMPO EITIfOR ARYITY LPAATICOELY FORLARE001LD1 O0 30TGETRESPONSIBILITY Of THE BUILDING) ISIGAE USE IRIS '0 • ARsu1P1 1.1195 SECTION t. SPACING 24.0 Scale -.125*/Ft. REF R427--29835 DATE 04/01/99 DRW CAUSR427 99091021 CA -ENG AEB/GWH SEON - 10972 GDlde++nn .d Aaw- T7 ti VAC_ — ( THIS DNG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. o ITOP CHORD 2X6 DF -L SS ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR' A N BOT CHORD 20 DF -L f16Bet. WEBS 2x4 DF -L, Standard (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240.00 LIVE AND L/160.00 TOTAL LOAD. ,,.;PLATES DESIGNED FOR GREEN LUMBER PER NDS797 TABLE 7.3.3. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION (TRUSS SUPPORTS 250# MECII UNIT; SUPPORTED BY TC AT ANY LOCATION; CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING,- UNIT ANDLING,UNIT WIDTH 02-04-00; SUPPORTED BY 3 TRUSSES. SHIPPING AND INSTALLATION OF TRUSSES. SEE 'WARNING" NOTE C— BELOW. cp 0 10 PSF BC LIVE LOAD PER UBC. na..r n+ u W4X6 02) Ma 12.0.9 J 7� +B-0-0 z� 46-0.0 Over 2 Supports LIE PAkRil r FN R-2030 W-s.s- R-1507 W-5.5• ^ a v PLT TYP. Wave TPI- 95 R Design Criteria: TPI S1 �� ••NAREIMG^ TRUSSES 1FONISE EITLEIIE CANE IE FUIICATIOC. NGNPLING. SHIPPING. INSTALLIK AND .--. =&CINE. AETIA TO MOa-Dl CNAMIIA IRSTALLGNG AND NRACINO. PINLIINGN AT 7P1 (TIN" PLATE Q7) INSTTIUTE. ICA D-DIOFAIO M., 11ETI 101, RAOISGN, VI STne). FOM SAFETY F/ACTICES PRIM TE 3�.IpraARIK TERSE FUNCTIONS. INIEn OTNGNNUE IwtCAIED. TOP Ch= SNAIL RATE PROPENIT ATTACHED 1nUPAM S. PAS. SOUGH 01010 SOUL 11,01 A FROFF117 ATTAWD ATCID CEI4.169. . IMPORTANT— FLUSH A COPY Or TAIS 0151615 70 l4t INSTALLATION COMACTOR. ALPINE 1505MED �—' PIUDUUS. INC. 1LALL NOT BE AtSPOASIaLE M ANY DEVIATION FROM TRIS 0[210; ANY FAILINE 70 03 ALPINE 111th TRE WISES IN COKO SEANCE NITH To?; O: 1FAallCATIN6. GLARING. SNIFFING. IMF04LIS AND 1 y lint" or TAILSEI. THIS DESIGN CONFORMS HEW&PILICAaLE PROVISIONS OF AUS (NATIONAL OM1GN —.3SPICIFICATIOE PGNNLP LISN" aT 711E AUIICAA F4011M AID FAFEN aSSOCLATIP" AAD T. AINE n CNNNECTONA All AADS Or ROOK ASP AY13 I41O CMT. MOL. EXCEPT AS 49710. APPLY CONNECTORS TO 1 1A015 FACE N TIUS. AND U3EESS OTNIA15171 NOGTEO 04 THIS OESIGO. POSITION COIRECfGNS PLA ONAYIM ILO A-1. TRE SIAL Ds Tin DRAINING IlD3G7E3 NCCEPTACCI Or PROFESSIONAL MINE nERC w A1Pim Fa mewed PYod15ets IDC. RISPANSTAILTTT SOUEAT ST ran Tot TGNSX CORPOA015341 301111.E IN . TIN! ANO GSI OF TRIS S15aemeolD,CA,9Sffii CDGPDX[IT ►GN ANT PAATUNLGN GNIIDIOG LS THE 99SPOUIBILITT OF UE GNIIDINC pE11CREA. PER C!] MIMI IT" SECTIOX E. 19 CA/-11/-/-]R/- TC, A - 1 - - R -TC LL 16.0 PSF ` TC DL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF # TOT.LD. 33.0 PSF DUR.FAC. 1.25 SPACING 24.0' Scale -.125'/Ft. REF R427--62232 DATE 09/01/99 ORW CAUSR427 99244001 CA -ENG AEB/CWC $EON - 17933 FROM SS 0 m rn c co Cm O z x ¢ N6X6p L.I.. W3X4r- �., W3X4-�,, W5X61P 4— a N3X140 A) (A W4X6 (A2) LXj C24w rn C.3 W2. 5X4 W4X6o W3X8r2 W3X4m W1.5X4 N W3X6a W4X6m CD 7-4-12 7-4-12 7-4- �--� 6-2-i2 1 11- 2 7-4-]2 7-4-12 7-4-12 7-4 c5 23-0-0 I 23- na..r n+ u W4X6 02) Ma 12.0.9 J 7� +B-0-0 z� 46-0.0 Over 2 Supports LIE PAkRil r FN R-2030 W-s.s- R-1507 W-5.5• ^ a v PLT TYP. Wave TPI- 95 R Design Criteria: TPI S1 �� ••NAREIMG^ TRUSSES 1FONISE EITLEIIE CANE IE FUIICATIOC. NGNPLING. SHIPPING. INSTALLIK AND .--. =&CINE. AETIA TO MOa-Dl CNAMIIA IRSTALLGNG AND NRACINO. PINLIINGN AT 7P1 (TIN" PLATE Q7) INSTTIUTE. ICA D-DIOFAIO M., 11ETI 101, RAOISGN, VI STne). FOM SAFETY F/ACTICES PRIM TE 3�.IpraARIK TERSE FUNCTIONS. INIEn OTNGNNUE IwtCAIED. TOP Ch= SNAIL RATE PROPENIT ATTACHED 1nUPAM S. PAS. SOUGH 01010 SOUL 11,01 A FROFF117 ATTAWD ATCID CEI4.169. . IMPORTANT— FLUSH A COPY Or TAIS 0151615 70 l4t INSTALLATION COMACTOR. ALPINE 1505MED �—' PIUDUUS. INC. 1LALL NOT BE AtSPOASIaLE M ANY DEVIATION FROM TRIS 0[210; ANY FAILINE 70 03 ALPINE 111th TRE WISES IN COKO SEANCE NITH To?; O: 1FAallCATIN6. GLARING. SNIFFING. IMF04LIS AND 1 y lint" or TAILSEI. THIS DESIGN CONFORMS HEW&PILICAaLE PROVISIONS OF AUS (NATIONAL OM1GN —.3SPICIFICATIOE PGNNLP LISN" aT 711E AUIICAA F4011M AID FAFEN aSSOCLATIP" AAD T. AINE n CNNNECTONA All AADS Or ROOK ASP AY13 I41O CMT. MOL. EXCEPT AS 49710. APPLY CONNECTORS TO 1 1A015 FACE N TIUS. AND U3EESS OTNIA15171 NOGTEO 04 THIS OESIGO. POSITION COIRECfGNS PLA ONAYIM ILO A-1. TRE SIAL Ds Tin DRAINING IlD3G7E3 NCCEPTACCI Or PROFESSIONAL MINE nERC w A1Pim Fa mewed PYod15ets IDC. RISPANSTAILTTT SOUEAT ST ran Tot TGNSX CORPOA015341 301111.E IN . TIN! ANO GSI OF TRIS S15aemeolD,CA,9Sffii CDGPDX[IT ►GN ANT PAATUNLGN GNIIDIOG LS THE 99SPOUIBILITT OF UE GNIIDINC pE11CREA. PER C!] MIMI IT" SECTIOX E. 19 CA/-11/-/-]R/- TC, A - 1 - - R -TC LL 16.0 PSF ` TC DL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF # TOT.LD. 33.0 PSF DUR.FAC. 1.25 SPACING 24.0' Scale -.125'/Ft. REF R427--62232 DATE 09/01/99 ORW CAUSR427 99244001 CA -ENG AEB/CWC $EON - 17933 FROM SS N 1-1 C77 0- N C77 C00 O (GRCK-AOL•DMANNBROSE /COOP ER - T8N) TOP CHORD 2x6 DF -L #2 7107 CHORD 2x4 OF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 10 PSF BC LIVE LOAD PER UBC. W3X4 o W6X6 a THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED RIF TDUcc NFD (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING. SHIPPING AND INSTALLATION OF TRUSSES. SEE 'WARNING' NOTE BELOW. T8 EE— { W5X6 Scale --125" Ft. W5X6 a .21GLINS. SNIPPING, IHSTAII ING AND RIFIN 10 NIN•91 (NARDI INS INSrALLIRG AND BRACING), PUBLISHED B1 7►1 (TRUSS PIAIE INSTI TWTE, SO o,oI0rR10 DR.. SUITE 200, MADISON, WI S3119). EOR SAFETT rRACI(CtS PRIOR 10 PENFORMING 1NfS[ FWCTIONS UNLESS OTHERWISE INDICATID. TOP CHORD SHALL HAVE PAOPERLT 4fTACAE0 SipuCTURAI ►AR[l v oW5X6 I W3X4 o W6X6 a THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED RIF TDUcc NFD (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING. SHIPPING AND INSTALLATION OF TRUSSES. SEE 'WARNING' NOTE BELOW. T8 EE— n r teria: TPI STO 'YARNING•• TRUSSES NEOIINE EIrpEME CARE If FABRICATION, •BRACING. W5X6 Scale --125" Ft. W5X6 a .21GLINS. SNIPPING, IHSTAII ING AND RIFIN 10 NIN•91 (NARDI INS INSrALLIRG AND BRACING), PUBLISHED B1 7►1 (TRUSS PIAIE INSTI TWTE, SO o,oI0rR10 DR.. SUITE 200, MADISON, WI S3119). EOR SAFETT rRACI(CtS PRIOR 10 PENFORMING 1NfS[ FWCTIONS UNLESS OTHERWISE INDICATID. TOP CHORD SHALL HAVE PAOPERLT 4fTACAE0 SipuCTURAI ►AR[l v oW5X6 I o 4 --' J• BOTTOM CUOND SHALL DAVE A PROPIRIT ATTACHED RIGID CEILING. "IMPORTANT,- innise _P* GGYY DL - 10.0 PSF '9� -, 4 A COPT OF THIO DESIGN TO THE INITAIIATION CONTRACTOR Alt1fE EHGIN[ERED rNooOCIS, INC. SHAH YOT 0E N(SPONSIeI[ tooARr DEVIATION FROM THIS DESIGN: All IAIIURE 10 THE Apr O1 BC DL 7. D PSF DRN CAUSR427 99091016 A L P I N E _ O TRUSSES IN CONFORMANCE WITH TO -1: 011 FABRICATING. BANDl7RG, Se1PElN6, INSIALIIRG ANO e, WING ONACIR6 Or TRUSSES. THIS DESIGN CONFORMS YITN APPI[CABLE PROIISIDDs OF RDS (NATIONAL DESIGN A oma. C0itcrotSION ARE MADE AIED or tODGATHE TPI. AST" EAOS�A6NCOFOREST CA -ENG A EB /GWH �-' - AlpineEngil2mq %__ � I Se 4C k93828 GALT STI El. (ICEPTIASENOTEDD.. APPLTALPINE CONN(CTOAS 10 EACH FACE Or TRUSS, AID IILtSS OTHERWISE IOCATEO ON THIS DESIGN, POSITION COHNECToa9 ►[R DRANIYGS 160 A.Z. TIE BEAL Oe THIS DRANING IRDICAIES ACCEPTANCE or PROFESSIONAL EIBINEERING All ONtI0Il17T SOLED rot tui TAUSS COMPONENT OESIGR SHOWN THE SUITABILlrl AND USE OF f0IS C4eiiini 1r11"S SECTIONc2. e41l O1R6 U DE NtfrORSIDR1Tf uF THE OUIl Dl OG OG IGH(N. FRES * TOT. LD. 33.0 PSF CIV& DUR. FAC. 1.25 '��•� I W2.5X4 ft a w_ W2.5X4 8 W4X6� W3X8! W3 X4 W1.5X4 0 W4X6 (A2) im W3X 10 m MIS Q W4X6.(A2) Em c.5 z w w 3.0,0 ---8 - 0 -10—� + z 3�..1 L= 23-0-0 I 23-0-0 1` 46-0-0 Over 2 Supports R-2027 W-5.5` R-1321 W-5.5` N 'PLT TYP. Wave TPI -95 R Desi C i -A 8-0-0 rA •"-�� AI's.. `� �r..'r�.,.(1'�f-'ti SPACING 24.00 n r teria: TPI STO 'YARNING•• TRUSSES NEOIINE EIrpEME CARE If FABRICATION, •BRACING. CA - 1 - - - F Scale --125" Ft. C .21GLINS. SNIPPING, IHSTAII ING AND RIFIN 10 NIN•91 (NARDI INS INSrALLIRG AND BRACING), PUBLISHED B1 7►1 (TRUSS PIAIE INSTI TWTE, SO o,oI0rR10 DR.. SUITE 200, MADISON, WI S3119). EOR SAFETT rRACI(CtS PRIOR 10 PENFORMING 1NfS[ FWCTIONS UNLESS OTHERWISE INDICATID. TOP CHORD SHALL HAVE PAOPERLT 4fTACAE0 SipuCTURAI ►AR[l TC LL 16.0 PSF aQ�•� W TC REF R427--29837 DATE 04/01/99 --' J• BOTTOM CUOND SHALL DAVE A PROPIRIT ATTACHED RIGID CEILING. "IMPORTANT,- innise _P* GGYY DL - 10.0 PSF '9� ^, A COPT OF THIO DESIGN TO THE INITAIIATION CONTRACTOR Alt1fE EHGIN[ERED rNooOCIS, INC. SHAH YOT 0E N(SPONSIeI[ tooARr DEVIATION FROM THIS DESIGN: All IAIIURE 10 THE Apr O1 BC DL 7. D PSF DRN CAUSR427 99091016 A L P I N E _ O TRUSSES IN CONFORMANCE WITH TO -1: 011 FABRICATING. BANDl7RG, Se1PElN6, INSIALIIRG ANO e, WING ONACIR6 Or TRUSSES. THIS DESIGN CONFORMS YITN APPI[CABLE PROIISIDDs OF RDS (NATIONAL DESIGN :10 6 06 8C LL 0.0 PSF ' Y' C0itcrotSION ARE MADE AIED or tODGATHE TPI. AST" EAOS�A6NCOFOREST CA -ENG A EB /GWH �-' - AlpineEngil2mq %__ � I Se 4C k93828 GALT STI El. (ICEPTIASENOTEDD.. APPLTALPINE CONN(CTOAS 10 EACH FACE Or TRUSS, AID IILtSS OTHERWISE IOCATEO ON THIS DESIGN, POSITION COHNECToa9 ►[R DRANIYGS 160 A.Z. TIE BEAL Oe THIS DRANING IRDICAIES ACCEPTANCE or PROFESSIONAL EIBINEERING All ONtI0Il17T SOLED rot tui TAUSS COMPONENT OESIGR SHOWN THE SUITABILlrl AND USE OF f0IS C4eiiini 1r11"S SECTIONc2. e41l O1R6 U DE NtfrORSIDR1Tf uF THE OUIl Dl OG OG IGH(N. FRES * TOT. LD. 33.0 PSF CIV& DUR. FAC. 1.25 '��•� I SEAN - 10983 ' SPACING 24.00 GRCPR-GOLDMANN&ROSE/COOPER - THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A OIMLNSIONS) SUOMITIED DY TRUSS MFR. TOP CHORD 2z6 DF -L. #1 BOT CHORD 2z4 DF -L (A) CONTINUOUS LATERAL BRACING EOUALLY SPACED ON MEMBER. N WEBS 2x4 DF -L Standard DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 0 WARNING: FURNISH A COPY OF THIS ONG TO THE INSTALLATION ~ PLATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING' NOTE (10 PSF BC LIVE LOAD PER UBC. BELOW. N CT co . r W6X6 S W3X14 a W3X4 at N WW o H A W2.5X4 T� 4 ,. o (A (A a w W x W4X6 a W3X8 W3X4w W1.5X4 Q C-:3 W4X6(A2)a ~ W4X6 Q W1.5X4 11 144X6 Q c5 W W5X6 s 4 T9 W2.5X4 s -0-0 W1.5X4 10 W4X6(A2) m Ls o-ol 10-0-10--� o' z 23-0-0 I 23-0-0 I� 46-0-0 Over 2 Supports t' r. R-2146 W-5..5' R-1202 W-5.5• N PLT TYP. Wave TPI -95 R Design Criteria: TPI S' .--. HARMING" TRUSSES 1[01111 ISTREME CARE IN FABRICATION, NANKING, SHIPPING, IISTAL1 ING MD 1 ORACIMG. 11ftA TO auto fl (11" 119 IOSTALLING AND 6AACINC), PUBIISMED WY TPI (TRUSS PIAIE C7 INSTIT11 . 667 0.ROFNt0 OA.. SUITE too, NOTION. NI $7119). FOR SU171 PRAcrICES P1(ON ID 07 ',• PERFORMING THESE FUt110NS. ONL(SS 011ERWISE INDICATED, TOP CUBO SHAII NATt I1OPERI1 ATTACOEO STRUCTURAL PANELS, SUITOR C11OR0 $MAIL SATE A PROPIRIT A1IACRED 11610 C11116G.. ••IMPORTANT— FURNISH A COPY Of ?NIS DESIGN TO T11E USIAILATION COHTRACIOA. AIPtNE tHGINLLIEO PRODUCTS, INC. SHALL NSF 6E RESPONSIBLE FDA ART DEVIATION FROM THIS OtSIG1; ANY FVLNE TO _ NUILD THE TSUSSIS 11 COMFORIWMCE WITH TPI. OIL FABRICATING. HANDLING. SUIPPIR9, INSIAII ING AND A L P I N E 61ACING of TRUSSES. THIS DESTW C01fORMS YIT11 uPLICA6l[ PNUtISIONa of 10f (AATIGm DtSISO- Sf[CIIICATIOA PU6t IfM[W BT TINE AMERICAN Ftdt3T AND PAPER ASS6CIA1101) ML TPI. AIPINE a CONNECTORS AR[ NUDE OF 1/0A ASIN A653 GN/0 GAIP. STEEL. I&" PT AS U070. APOtt CONNILTOAS TO p+•% tAC1 FACE OF TRUSS. AND UNLESS UINLANISt LOtAIED ON TUU DESIGN, POSITION CONNECTORS PER Q•1 DIA1114GS ]60 A.I. IH( SIM 01 71113 DRAWING INDICATES ACCEPTANCE Of PROFESLIONAL 19GINLIAIMG I ftIDO EIIgIACOOd hVI RIfiOASIOILIII SOLLtI FOR TINE TRUSS CUM►OSIRT DESIGN SH091 TNI SOIIAB1I1T1 ANO USE 0► TUTS III__- 8Naameab. CA 9382.'8 ` toNPO1IIT FON MT PAITICWLAR BUILDING IS TNL RESPONSIBILITY Of 111E BUILOIN6 Omura. Pit AMSIfTPI 1.191#5 SECTION Z. bentmftnkl CA - 1 - F Scale —.125"/Ft. W & TC LL 16.0 PSF REF R427--29838 Fq TC DL 10.0 PSF DATE 04/01/99 Apr O1 '99� BC OL 7.0 PSF DRW CAUSR427 99091017 s BC LL 0.0 PSF CA -ENG AEB/GWH TOT.LD. 33.0 PSF SEAN - 10985 civil,. DUR.FAC. 1.25 SPACING 24.0" �CA a N Q3 co O x ' 1 (ORCPR-GOLDNANN&ROSE - T10 TOP CHORD 2x6 DF -L $2 BOT CHORD 2x4 OF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. THIS OWG PREPARED FROM COMPUTER INPUT (LOADS 9 D)MENSIONS) SUBMIIEFD BY TRUSS MFR. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W1.5X4 8 5-2-1 CJ] 1 I E VrOUty H f V fE 14-0-0 Over 2 Supportss�s9�3yE-'" I R-648 W-5.5' R-432 W -5.5's A , O -- 'PLT TYP. Wave TPI- 95 R Desi n Criteria: TPI(STD CA/ -/l/ -/-/-/F Scale —.375° Ft. c"nsT1TIFTE. CT ••NARNING•• TRUSSES REOUIRE ECTREME CME IN FABRICATION, HARKING. SHIPPIRG. IRSTALI ING ANDI IRACIRS- N,,IN 10 NIN•91 (ILARDLIdG INSIALLING AND 01ACIN6(. PUBLIMD UI TPI (TRUSS PLATE 503 O'ONDFRIO ON., SUITE 200. MADISON, 91 $3119). FOR SAFITT PRACTICES PRIOR 10 PERFORMING TRESE FUNCTIONS. UNLESS OIRERNISE INDICATED, TOP CHORD $MALI HAVE PROPERLY ATTACUID Taw TC LL TC DL 16.0 -PSF 10.0 REF R427--29839 ca . til .5X4 11 1=4 W2X4(Al) ,a W2.5X4 Fm w w z c5 z Teo +8-0-0 w x 1 I E VrOUty f fE 14-0-0 Over 2 Supportss�s9�3yE-'" I R-648 W-5.5' R-432 W -5.5's an -- 'PLT TYP. Wave TPI- 95 R Desi n Criteria: TPI(STD CA/ -/l/ -/-/-/F Scale —.375° Ft. c"nsT1TIFTE. CT ••NARNING•• TRUSSES REOUIRE ECTREME CME IN FABRICATION, HARKING. SHIPPIRG. IRSTALI ING ANDI IRACIRS- N,,IN 10 NIN•91 (ILARDLIdG INSIALLING AND 01ACIN6(. PUBLIMD UI TPI (TRUSS PLATE 503 O'ONDFRIO ON., SUITE 200. MADISON, 91 $3119). FOR SAFITT PRACTICES PRIOR 10 PERFORMING TRESE FUNCTIONS. UNLESS OIRERNISE INDICATED, TOP CHORD $MALI HAVE PROPERLY ATTACUID LAW O ti TC LL TC DL 16.0 -PSF 10.0 REF R427--29839 STIUCTURAL PANELS. SUTTON CHORD SMALL UATE A PROPERLY ATTACHED RIGID CEILINR. PSF DATE D4/Ol/99 ^' •IMPORTANT'• F1211SM A COPY OF THIS DESIGN TO THE INSTAILATION CONTRACTOR. ALPINE ENGINEERED •PRODUCTS. INC. SHALL VOI Of RESPONSIBLE FOR ANY DEVIATION FROM pr O1 BC DL 7.0 PSF DRW CAUSR427 99091018 ALPINE THIS DESIGN; ANY FAILURE TO FNE TRUSSES IN CONFORMAMCE WITH III: OR FANRICAIINC. HANDLING. SIIIPPING. INSIALLINA AND NAC NIAC11G OF IRUSSIS. IBIS DESIGN CONFORMS WITH APPLICAMIE _ No. 00 BC LL 0.0 PSF CA -ENG AEB/GWH PROVISIONS OF NDS (NATIONAL D15,164 SPECIFICATION FUBLISNED owe. NY THE AMERICAN FOREST AND PAPER ASSOCEATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 206A ASTM ROSS G140 6AL1. SIEEL. INCEPT AS NOTED. APPLY CONNECTLMIS 10 * TOT.LD. 33.0 PSF $EON - 10989 y,��� �P �^W�-�A+p"'"(•,'w•. I1H., .�R®mml�(,A��9�"!(Z"a" EACH FACE OF TRUSS. ARD UNLESS 01111AVISE LOCATED ON TNb OES161, POS171011 COANECIORS P[0. DRAY ENCS 160 A•2. 1111EAl ON TNIS DNANING IHDICAIEl ACCIPTANCL OF PAOIESSIORAI 111MEERIMG AESPONSIBI LI fY SOlEl1 F02 fHE TRUSS CC DESIGN $GOWN. THE SUITAB)LTIT AND FSE DF THIS CON►OHENT FOR ASY PARIICUI AN 901101 MC IS lRE NES/ODSIBIl IT1 OE TRF BDILOIR6 D[SI6REA, PER•lc�'C ANSI/TPI 1.1995 SECTION 2. r q� CI111�- DUR.FAC. 1.25 SPACING 24.D' (6�CPR-GOLDMANN&ROSE/COOPER - 71 tOP CHORD 2x6 OF -L #2 BOT CHORD 2XB OF -L J1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. (1)(2)RECOMMENDED CONNECTION FOR 24-0-0 TRUSSES FRAMING TO THE BOTTOM CHORD A 24. O.C.: SIMPSON LUS28. SEE SIMPSON CATALOG C-98. (1) REV 4/2/99 AEB - NOTES (2) REV 4/5/99 AEB - NOTES W1.5X4 d W6X4 (R) 9 41- 3-2-1 Li W5X8 M W3X8 E3 MAI) a THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. GIRDER SUPPORTS: 24- 0- 0 SPAN TO BC ONE FACE AND 2- 0- 0 SPAN TO TC/BC SPLIT OPPOSITE FACE. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. BUTTE Gtr-: u. - . ---8-0-0 Over 2 Supports— upportsR-1761 R-1761W-5.5' R-1633 1 . PLT TYP. Wave TPI -95 R Design Criteria: TPI STD CA - 1 - - F Scale -.375"/Ft. ALPINE WARNING -TRUSSES EE0011E EXTREME CME 11 FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. AMR TO HIB -91 (HANDLING IRSTAILING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE IISTITUTE. So, O?OROFAIO DR.. SUITE 200. MADISON. NI S3119). FOR SAFETY PRACTICES PRIOR TO PERFORNJIG TRESE FUNCTIONS. UNLESS OTR[RNISE INDICATED, TOP CHORD SMALL NAT[ PAOPEILY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL RATE A PROPERLY ATTACHED RIGID CEILING. ••IMPORTAW", MEET Sit A COPY OF TEIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PHODOtTf. IRC. SRAIL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS D[SIGR: ANY FAILURE TO BUILD TNE.TARSSES IN CONFOEMARCE WITH TP11 OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING DF TROtf[f. THIS DESIGN CONFORMS NITO APPLICABLE PAOVISIONS OF NDS [NATIONAL 013161 apyy, A r O5 99 P 0. 05 TC LL 16.0 PSF TC DL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF REF R427--29834 DATE 04 / 0 1 / 9 9 DRW CAUSR421 99091014 CA -ENG AEB/GWH AS.,1w -roducm � •�A"��+ CA9 92e SPECIFICATION POOLIfRLD BY THE AN[R1CAE FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ME MADE OF 206 ASTM ASSS G40 GALT. STEEL. EICIPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUff. AID UNLESS OTNERNISE LOCATED 01 THIS DESIGN, POSITION CONNECTORS PER DRAWINGS IBD A-1. THE SEAL 01 THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ERBINEERIID EESPORSIEILITY SOLELY FOR TR[ TRUSS COMPONENT DESIGN $ROWE. THE SUITABILITY AND USE OF THIS 1CN"SI/TEITIr1A AlflCTIOR LLM BUILDING 1S THE RESPONSIBILITY Of THE BUILDING OISIGNER. PER * CNn• TOT.lD. 33.0 PSF SEAN - 10925 DUR .FAC . 1.25 SPACING 24.0° This safety alert symbol is used to attract your attention! PERSONAL SAFETY IS INVOLVED! When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. CAUTION: A CAUTION identifies safe operating A practices or indicates unsafe conditions that could Jresult in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES ° Itis the responsibili of the installer(builder, building contractor, licensed contractor, erector or erection contractor) property receive, unload, store, handle, install and brace metal plate connected wood trusses to protect life and oronertv. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superior to the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof or floor. These recommendations are based upon the collective experience of leading technical personnel in the wood CAUTION: The builder, building contractor, licensed contractor, erector or erection contractor is advised Ato obtain and read the entire booklet "Commentary and Recommendations for Handling, Installing & Bracing Metal Plate Connected Wood Trusses, HIB - 91" from the Truss Plate Institute. DANGER: A DANGER designates a condition° where failure to follow instructions or heed wam- ing will most likely result in serious personal injury or death or damage to structures. WARNING: A WARNING describes a condition A where failure to follow instructions could result in Jsevere personal injury or damage to structures. TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608)833-5900 truss industry, but must, due to the nature of responsibilities involved, be presented as a guide forthe use of a qualified building designer or installer. Thus, the Truss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright © by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. nr TRUSS;STORAGE CAUTION: Alltemporary bracing should be no less than 2x4 grade marked lumber. All connections should be made with minimum of 2-16d nails. All trusses assumed 2' on -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. CAUTION: Trusses should not be unloaded on rough terrain or un- even surfaces which could cause damage to the truss. ACAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateral bending and lessen moisture gain. AWARNING: Do not break banding until installation begins. Care should be exercised in banding re- moval to avoid shifting of individual trusses. JAWARNING: Do not lift bundled trusses by the bands. Do not use damaged trusses. JA CAUTION: Trusses stored vertically should be braced to prevent toppling or tipping. ADANGER: Do not store bundles upright unless properly braced. Do not break bands until bundles are placed in a stable horizontal position. ®DANGER: Walking on trusses which are lying fl@t is extremely dangerous and should be stricNy prohibited. a - r Frame 1 r .. DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Diagonal brace also required on end verticals. - PLUMB Truss Depth D(in) 12 greater All lateral braces lapped at least 2 trusses. AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Lesser of D/50 or 2" Maximum ± 1/4 Plumb Misplacement Line 501N:;z 1/4" TOP CHORD 1/4" 1 TOP CHORD DIAGONAL BRACE 2 MINIMUM LATERAL BRACE SPACING _(DBS) SPAN PITCH.......... SPACING(LBS) [# trusses] 1-1/4" 5 72" SP1DF:J:SPF1HF Up to 24' 3/12 8' 17 12 Over 24'- 42' 3/12 7' 10 6 Over 42' - 54' 1 3/12 1 6' 6 4 Over 54' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Diagonal brace also required on end verticals. - PLUMB Truss Depth D(in) 12 greater All lateral braces lapped at least 2 trusses. AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Lesser of D/50 or 2" Maximum ± 1/4 Plumb Misplacement Line BOW I T 1/4" L(in) 501N:;z 1/4" 12" 1/4" 1 24" 1 /2" 2 36" 3/4" 3 48" V 4• 60" 1-1/4" 5 72" 1-1/2" 84" 1-3/4"- _6' 96" 2" 81 108" 2" 91 BOW I T 1/4" L(in) L(in) Lesser of LJ200 or 2" 50" 1/4" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' L(in) Lesser of LJ200 or 2" OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should WARNING: Do not cut trusses.construction loads of any description be placed A on unbraced trusses. Frame 6 200" V 16.7' 259' 1-1/4" 20.8' 300' 1-1/2" 25.0'1 OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should WARNING: Do not cut trusses.construction loads of any description be placed A on unbraced trusses. Frame 6 . Continuous ' TOP CHORD TOP CHORD DIAGONAL BRACE: 'MINIMUM LATERAL BRACE SPACING (DBS) : , SPAN DEPTH : SPACING(L Bs) #trusses Required SPJDF SPF/.HF Up to 32' 30" 8' 16 10 Over 32'- 48' 42" 6' 6 4 Over 48'- 60' 48" 5' 4 2 Over 60' 1 See a registered professional engineer L The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. 2x4%2x6 PARALLEL: Continuous ' CHORD TRUSS Top chord �- Lateral Brace— Required Topehordathatarelaterallybracedcanbuckle � -. � togetherand cause collapse ifthere is no diago- 10' or Greater nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. 14� Attachment Required ., f t 2p�(�Bs) 10 %/ ses SPp/h�?' p C 30" or greater o aOt\e$y All lateral g`L' braces lapped at least two trusses. ` =45° ' s End diagonals ra a essee�ntial for e stability and must be duplicate., on both ends of the truss system. i WARNING: Failure to follow these recommendations could result in severe personal injury or damage'to trusses or buildings.' A End diagonals a er essential fo stability and must be duplicate both ends of the truss system. Frame 5 'u,Pru (OBs1 SSes � 21 o.c• 312" Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. lAWARNING: Do not attach cables, chains, or I hooks to the web members. or less or less Tag Aparoximately Approximately Tag Line '/: truss length '/� truss length Line Truss spans less than 30'. Sp-eader Bar —oe In Spreader 3ar Toe In Approximately Less than or equal to 60' Approximately Less than or equal to 60' Toe In 1AWARNING: Do not lift singletrusses with spans greater than 30' by the peak. Lifting devices should be connected to the truss top chord with a closed-loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- Irary bracing is installed. Tag Line Tag Line Strongback/ SpreaderBai Toe In At or above mid -height Tag Tag Line Line Strongback/ SpreaderBar Approximately 3,13 to 3/4 truss length Greater than 60' 3/3 to 3/ truss length Greater than 60P Typical horizontal tie member with multiple stakes (HT) CAUTION: Ground bracing required for all installations. Frame 2 Pru as of braced oup 31 L usaes (EB) CAUTION: Temporary bracing shown in this summary sheet is adequate for the installation of trusses with similar configurations. Consult a registered professional engineer if a different bracing arrangement is desired. The engineer may design bracing in accordance with TPrs Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses, DSB-89, and in some cases determine that a wider spacing is possible. Typical horizontal tie member with multiple stakes (HT) CAUTION: Ground bracing required for all installations. Frame 2 Pru as of braced oup 31 L usaes (EB) a ' 0 } v S SA PS 0 ' Top :horde tha; are latemiy braced can buckle =45° togxtherandcarsecollaseiftherelsnodiago- Q .r nall,racing. Di.■gonalbecingshould benailed - i to the underside of the tib chord when purlins {� + are attached tc the topdHe of the top chord. 1 Up to 32' 1 4/12 1 8' 1 20 1 15 Over 32'- 48' 4/12 6' 10 7 Over 48'- 60' 1 4/12 1 5' 6 4 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -F Continuous Top Chord All lateral braces Lateral Brace lapped at least 2 Required trusses. 10' or Greater Attachment Required ot�egg 32 / WARNING: Failure to follow these recommendations could result In severe personal injury or damage to trusses or buildings. A U,o to 28' 1 2.5 1 7' 1 17 1 12 Over 28'-42' 3.0 6' 9 6 Over 42' - 60' 3.0 5' 5 3 Over 60' See a registered professional engineer DF - Douglas Fir -larch '. SP - Southern Pine HE - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord Lateral Brace All lateral braces Required: lapped at least 2 _ trusses. 10' o€ Greate r Attachrr.•ent Required �r a 0 2g c� /ess 12 5--- `<B i 0 ryP� ¢y�� Top chords that are laterally braced can yri buckle QQ� togetherandcausecollapseifthereisnodiago- ��J y nal bracing. Diagonal bracing should be nailed ti to the underside of the top chord when purlins -450 are attached to the topside of the top chord. SCISSORS TRUSS Frame 3 12 --� 4 or greater Bottom chord diagonal bracing repeated at each end o` the building and at same spacing as top chord diagonal bracing. WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. r WtB MEMBER PLANE SP - Southern Pine SPF - Soruce-Pine-Fir All lateral braces lapped at least 2 trusses. Cross bracing repeated at each end of the- buildir.g and al 23' Intervals.