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HomeMy WebLinkAbout040-020-157March 28, 2003 Daniel Hays 1701 Forty Niner Ct. Chico, CA 95926 0 46 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 040-020-157 Building Permit Number: 03-0379 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: 1. The plans which have been submitted for the furniture repair shop are incomplete for the following items. A.) Trusses were not submitted for this building. Provide two sets of truss calculations. B.) This building requires a lateral design by a licensed architect or registered engineer. Please provide two sets of stamped and wet -signed calculations. C.) provide a flood elevation certificate for this structure. This must be done by a registered engineer or licensed surveyor. Provide two wet -signed copies. D.) Each building requires a separate permit and its own sets of plans. Please provide three sets of plans for this structure. 2. Provide three copies of the entire plot plan for this parcel. This must be dimensioned with all property lines and the specific location of the developed area must be detailed. A complete plan check cannot be done on this structure until the above requested information and documentation has been received. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Martha. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Martha Christy Plans Examiner 1 of 1 o�V.T;''Fo o_��_, o 0 44 NON -RES L PLAN REVIEW GUIDE Owner: Building Permit Number: Plans Examiner: A. P. Number: 6�0 - Q-Zo �S 7 NERAL: 1. Plans designed and wet stamped by a California licensed architect or registered engineer. Complete Code Analysis provided. 3. Proper description of work on the application. 4. Special Inspection required for change of occupancy. 5. Zoning requirements - Planning Division approval for use and parking. 6. Land Development approval for improvements, drainage, and/or legal parcel. 7. Fire Marshal approval. 8. Environmental Health Department approval - ❑ Kitchen ❑ Pool ❑ H occupancy. 9. Hazardous Materials and Emissions Questionnaire. 10. Building permit valuation. 11. Existing violations on the property - Recorded notice of violation. 12. National Flood Insurance Program section 60.3(c)(3) "Require that all new construction and substantial improvements of non-residential within Zones A1- A30, AE, and Ah on the community's FIRM (i) have the lowest floor (including ' basement) elevated F above the base flood level, or (ii) together with attendant utility and sanitary facilities, be designed so that below the base flood level the structure is watertight with walls substantially impermeable to the passage of water and structural components having the capability of resisting hydrostatic and hydrodynamic loads and effects of buoyancy." PLOT PLAN: 1. Complete parcel size and dimensions. 2. Setbacks, side yard, easements, etc. 3. Other buildings or structures. 4. Grading, fills and/or drainage. 5. Flood hazard. 6. Special conditions on Parcel Map: Noise ❑ SRA ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ 7. Federal Aid Route and/or Federal Aid Secondary Route setback requirement 8. Building or utilities across lot lines (Lot merger approval by Butte County Land Development) OCCUPANCY REQUIREMENTS: 1. Compliance with specific occupancy requirement 2. Mixed Occupancies Ratio (Uniform Building Code section 504.3). 3. Occupant loads shall be determined in accordance with the requirements of UBC Chapter 10. In determining the occupant load, all portions of a building shall be presumed to occupied at the same time (UBC section 1003.2.2.2.1). 4. Occupancy Separations (Uniform Building Code section 302). 5. Area Separations (Uniform Building Code section 504.6). 6. Fire walls due to location on property (Uniform Building Code section 503 and Table 5-A). 7. Maximum height requirements (Uniform Building Code section506 and Table 5-B). 8. Fire Sprinkler System (Uniform Building Code section 904). 9. Fire alarm system (UBC section 305.9 = E, 307.9 = H-6, 308.9 = I and 310.10 = R-1). 10. Smoke Control (Uniform Building Code section 905). 11. Attic: Access, Draft Stop and Ventilation (Uniform Building Code section 1505). 12. Minimum Plumbing Facilities: The total occupant load shall be determined by minimum exiting requirements. The minimum number of fixtures shall be calculated at fifty (50) percent male and fifty (50) percent female based on the total occupant load (Uniform Plumbing Code Table 4-1). Pagel of 2 13. Full access to the disabled must be provided for the specific area of remodel, repair or addition. Additionally, 20% of the cost of the project must be invested in access features for the existing area of the building (Title 24). 14. Commercial Kitchen Grease Hoods (Uniform Mechanical Code section's 507 & 508). 15. National Electrical Code requirements (Medical - Article 517, Assembly -518, Garages - 511, etc.). 16. Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. 17. Prohibited locations of gas water heaters (Uniform Plumbing Code 509& 1213.5). 18. Prohibited locations of gas heating equipment (Uniform Mechanical Code 304.5). TYPE OF CONSTRUCTION REQUIREMENTS: 1. Roof pitch for roof covering (Uniform Building"Code Table 15-B-1& 2, 15-D-1 & 2). 2. Roof drainage (Uniform Building Code section1506). 3. Parapets (Uniform Building Code section 709.4). 4. Floors and walls in water closet compartments and showers (Uniform Building Code section 807). -.. 5. Guardrails (Uniform Building Code section 509). 6. Attic access and ventilation (Uniform Building Code section 1505). 7. Skylights (Uniform Building Code section 2409 & 2603.7). 8. Stages and platforms (Uniform Building Code section 405). 9. Interior Finishes -Flame Spread Classification and Maximum Flame Spread (UBC chapter 8). 10. Foam plastic insulation (Uniform Building Code section 2602). 11. Glazing in Hazardous locations (Uniform Building Code section 2406). MEANS OF EGRESS: 1. General egress requirements: 1.1. The Exit Access (Uniform Building Code section 1004). 1.2. The Exit (Uniform Building Code section 1005). 1.3. The Exit Discharge (Uniform Building Code 1006). 2. Number of exits (Uniform Building Code Table 10-A). 3. Egress width requirements (Uniform Building Code Table 10-B). 4. Stairway details - landings, rise and run, head clearance, handrails (UBC section 1003.3.3 & CBC 1133B.4.5.3). 5. Multistory buildings must provide access by accessible ramp or elevator CBC 1103B. Accessibility for existing buildings must comply with CBC 1134B. 6. Every corridor and hallway serving an occupant load of 10 or more shall not be less than 44" in width. Corridors and hallways serving an occupant load of less than 10 shall not be less than 36" in width (CBC 1133B.3.1). 7. Maximum travel distance to exits (Uniform Building Code section 1004.2.5.2.1 & 1004.2.5.2.2). 8. Egress requirements based upon occupancy category (Uniform Building Code section 1007). 9. Exit signs and illumination (Uniform Building Code 1003.2.8 & 1003.2.9). 10. Floor level exit signs in Group R-1 occupancy (Uniform Building Code 1007.6.2). 11. Aisles and seat spacing (Uniform Building Code section 1440.3.2). 12. Doors (Uniform Building Code section 1003.3.1). MISCELLANEOUS REQUIREMENTS: 1. Brick or stone veneer (Uniform Building Code section 1403). 2. Energy design compliance and supporting documentation. 3. Special Inspection requirements (Uniform Building Code section 1701): 3.1. ❑ High Strength Bolting. 3.2. ❑ Field Welding. 3.3. ❑ Masonry (full stress). 3.4. ❑ Concrete (f c > 2500 psi). y ° 4. Special Certificates -Mill Certificates. 5. Expansive soil - special foundation design required. BUILDING PERMIT'REQUIREMENTS: 1. ❑ SRA. 2. ❑ Flood elevation certificate. 3. ❑ Fire Sprinklers required. 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. 6. ❑ Identify Occupancy and Construction Type on the Application and Permit. • Page 2 of 2 • ' 0 • PROJECT PROCESSING RECORD Applicant: Owner: E- A.P. #: 0!10 — 0 20 — ('S- -7 Permit #: (1 _ — 3 - g Work Description: Date Description of Step or Status Eutte ou t _ L A N D O F N A T U R A L W E A L T H A N D B E A U T Y . BUTTE COUNTY FIRE DEPARTMENT CALIFORNIA DEPARTMENT OF FORESTRY AND FIRE PROTECTION "Sixty-seven Years of Cooperative Emergency Services" BCFD VOLUNTEER FIRE COMPANIES 176 NELSON AVENUE • OROVILLE, CALIFORNIA 95965-3495 BANGOR TELEPHONE: (530) 538-7111 BIGGS BUTTE CREEK CANYON 530 FAX: ( ) 538-7401 BUTTE MEADOWS CHEROKEE CLIPPER MILLS COHASSET April 9, 2003 DeSABLA DUURHAMRHAM Daniel Hays FEATHER FALLS FOREST RANCH 1709 Forty Niner Ct GOLDEN FEATHER GREATER GRIDLEY Chico, CA 95926 KELLY RIDGE MAGALIA NORTH CHICO PALERMO Subject: Butte County Building Permits 03-0378 0379, AP#040-020- PENTZ VALLEY and on PI RIOCHVA E 157, on Southgate Ave near Entler Ave, Chico ROBINSON 'MILL STIRLING CITY THERMALITO Dear Mr. Hays; BCFD FULL-TIME FIRE STATIONS The development of the property shown above requires a BANGOR BIGGS pressurized water system for fire protection. It is within the boundaries of DURHAM GRIDDLEYE CSA 90 which currently has a fire hydrant system across Southgate Ave. KELLY RIDG from buildings. The existing system may or may not be NNORD ORTH CHICO your proposed DA°FMO capable of supplying the required fire flow for your development depending RICHVALE SOUTH CHICO on the size and complexity. UPPER RIDGE . 'The two building permits listed above cannot be issued until the CDF FIRE STATIONS BUTTE MEADOWS water system is approved and a zone of benefit can be established in the COHASSET FEATHER FALLS CSA for your 208 acre parcel. FOREST RANCH HARTS MILL If there are any questions please contact Fire Captain Ted Crawford JARBO GAP OROVILLE HO at (530)538-7994 or 538-7888. Thank for cooperation in this PARADISE you your ROBINSONMILL to a reliable water source for fire STIRLINGRLING CITY project provide protection. BUTTE FIRE CENTER MAGALIA Sincerely, REFORESTATION NURSERY William R illiam p. Sager DAVIS MAGALIA Fire Chief AIR ATTACK BASE n CHICO FIRE LOOKOUTS /� BALD MOUNTAIN By: Ted Crawford BLOOMER HILL 7 PLATTE MOUNTAIN SAWMILL PEAK Fire Protection Planning Officer SUNSET HILL CC. W. Wilson ALSO PROUDLY SERVING 1, Redding. CITY OF BIGGS B. CITY OF GRIDLEY S. Fowler Chrono April 4, 2003 Daniel Hays 1701 Forty Niner Court Chico, CA 95926 • Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 040-020-157 Building Permit Number: 03-0378 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: 1. Provide three copies of the entire plot plan for this parcel. This must be dimensioned with all property lines and the specific location of the developed area must be detailed. 2. Provide a flood elevation certificate for this structure. This must be done by a registered engineer or a licensed surveyor. Provide two wet -signed copies of the flood certificate. 3. Architect of record is to stamp and wet -sign two complete sets of plans and it to wet -sign the energy calculations. 4. Trusses must be sized for the additional loads from the three furnaces located in the attic. Provide new truss calculations for the affected trusses -it must be specifically noted on the trusses calculation that it has been sized for specific additional load. 5. Occupant loads are to be calculated for the major use of the building, in this case, furniture assembly. Occupant load is 200 for manufacturing area and the smaller are, to be used for both manufacturing and as a showroom shall be calculated for the highest concentration of use -wholesale showroom with an occupant load factor of 30. All exiting shall be based on these load factors per Table 10-A CBC. 6. All buildings require complete sets of plans. A minimum of three sets are required with two sets stamped and wet -signed by the architect of record. Other building requires its own sets of plans. Please remove all sheets and details which are for the other building. 7. Please provide a lateral design for the portion of the large building which is to be stick framed. Two sets of calculations are to be submitted. They too must be stamped and wet - signed. 8. Provide sizes of all windows on the floor plan. Provide size of all doors on the floor plan. 9. Provide ventilation to large unconditioned room. Ventilation requirements are in Chapter 12 of the CBC and the doors may not be used for required ventilation. 10. Minimum plumbing facilities are determined by Table 4-A of the 2001 Uniform Plumbing Code and are based on total occupant load of the building. Please provide three toilets for 1 of 2 0 0 females and three toilets for males. If you provide additional urinals for the male restroom, then you must add additional toilets to equal the total number of toilets and urinal provided to the males. 11. Provide a drinking fountain for this facility. Drinking fountain must meet all requirements per Section 1117B 12. How is means of egress illumination, required by Section 1003.2.9 CBC, to be provide throughout the facility. Also, please identify the power source for this required illumination. 13. Provide dimensions of office and restrooms on the floor plans. Provide dimensions of all doors to these rooms. 14. Detail handicap accessible path of travel from parking area to both buildings. Provide one additional handicap accessible parking space for a total of three. 15. Provide tactile exit signs per 1117.5.1 16. Architect of record is to sign energy calculations for envelope, mechanical and lighting. (2 sets). Correct calculations for correct square footage. STRUCTURAL COMMENTS: 1. The Butler metal building plans and calculations do not match any of the structures shown on the plans stamped by Bob Heaton. The Butler metal building plans provided are for a 50x96 building. There are no buildings of this size shown on the plans by Bob Heaton. Provide plans and calculations for each structure that you intend to build. 2. Provide 2 sets of foundation design calculations for each structure that you intend to build. 3. The plans reference structural calculations prepared by Bob Feeney. Please provide 2 copies of these calculations. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Martha. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Martha Christy Philo Hunt, P.E. Plans Examiner Plan Check Engineer cc: Bob Heaton, Architect 2 of 2 �.l a 6 -Soo tu�e�itaG� 3c��fdzea� 30 0"' ex -t -b c 30 NON-RESIDENTIAL PLAN REVIEW GUIDE Owner: Building Permit Number: 03 --03 7$ Plans Examiner: A. P. Number: --o 20 ( � I ERAL: lans designed and wet stamped by a California licensed architect or registered engineer. omplete Code Analysis provided. roper description of work on the application. pecial Inspection required for change of occupancy. oning requirements - Planning Division approval for use and parking. and Development approval for improvements, drainage, and/or legal parcel. ire Marshal approval. nvironmental Health Department approval — ❑ Kitchen ❑ Pool ❑ H occupancy. azardous Materials and Emissions Questionnaire. uilding permit valuation.xisting violations on the property -Recorded notice of violation National Flood Insurance Program section 60.3(c)(3) "Require that all new construction and substantial improvements of non-residential within Zones Al — A30, AE, and Ah on the community's FIRM (i) have the lowest floor (including basement) elevated P above the base flood level, or (ii) together with attendant utility and sanitary facilities, be designed so that below the base flood level the structure is watertight with walls substantially impermeable to the passage of water and structural components having the capability of resisting hydrostatic and hydrodynamic loads and effects of buoyancy." OT PLAN: Complete parcel size andncsions. Setbacks, side yard, easements, , eetc. Other buildings or structures. Grading, fills and/or drainage. LCfQ'tllp-e �. Flood hazard. ��rainage 6. Special conditions on Parcel Map: Noise E]SRA E]Fire Sprinklers ❑ Water Tender E]TraflSc and fees ❑ 7. Federal Aid Route and/or Federal Aid Secondary Route setback requirement 8. Building or utilities across lot lines (Lot merger approval by Butte County Land Development) 01. CCUPANCY REQUIREMENTS: Compliance with specific occupancy requirement Mixed Occupancies Ratio (Uniform Building Code section 504.3). 3. Occupant loads shall be determined in accordance with the requirements of UBC Chapter 10. In determining the occupant load, all portions of a building shall be presumed to occupied at the same time (UBC section 1003.2.2.2.1). 4. Occupancy Separations (Uniform Building Code section 302). 5. Area Separations (Uniform Building Code section 504.6). /1/ jaklY' 6. Fire walls due to location on property (Uniform Building Code section 503 and Table 5-A). 7. Maximum height requirements (Uniform Building Code section506 and Table 5-B).' 8. Fire Sprinkler System (Uniform Building Code section 904). 9 -04 -2,2- ,'n -p4,2,2- Fire alarm system (UBC section 305.9 = E, 307.9 = H-6, 308.9 = I and 3 10. 10 = R-1). la Smoke Control (Uniform Building Code section 905). t Attic: Access, Draft Stop and Ventilation (Uniform Building Code section 1505). _. Minimum Plumbing Facilities: The total occupant load shall be determined by minimum exiting requirements. The minimum number of fixtures shall be calculated at fifty (50) percent male and fifty (50) percent female based on the total occupant load �a UU Pd_e, . e dab a 4_ 1). ` (fit � (rr�a-L cn7p771� / ,�°�G'f.G� fi0�'c-�,-�. Jo�IJ. • i'Yz�/yI. 0-0� gage' 1 AF"'Cyk' 13. Full access to the disabled must be provided for the specific area of remodel, repair or addition. Additionally, 20% of the cost of the project must be invested in access features for the existing area of the building (Title 24). 14. Commercial Kitchen Grease Hoods (Uniform Mechanical Code section's 507 & 508). 15. National Electrical Code requirements (Medical - Article 517, Assembly -518, Garages - 511, etc.). 16. Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. 17. Prohibited locations of gas water heaters (Uniform Plumbing Code 509& 1213.5). 18. Prohibited locations of gas heating equipment (Uniform Mechanical Code 304.5). TYPE OF CONSTRUCTION REQUIREMENTS: 1. Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). 2. Roof drainage (Uniform Building Code sectionl506). 3. Parapets (Uniform Building Code section 709.4). 4. Floors and walls in water closet compartments and showers (Uniform'Building Code section 807). 5. Guardrails (Uniform Building Code section 509). 6. Attic access and ventilation (Uniform Building Code section 1505). 7. Skylights (Uniform Building Code section 2409 & 2603.7). 7-, _ /- le- 8. � 8. Stages and platforms (Uniform Building Code section 405). C.% 9. Interior Finishes -Flame Spread Classification and Maximum Flame Spread (UBC chapter 8). �Q ' 10. Foam plastic insulation (Uniform Building Code section 2602). Q 11. Glazing in Hazardous locations (Uniform Building Code section 2406). 02 ��d /7� �7 1.ANS OF EGRESS: General egress requirements: t�� 2' 7w U� 1.1. The Exit Access (Uniform Building Code section 1004). ff, 1.2. The Exit (Uniform Building Code section 1005). /� 100-3. mh C �-)�L 1.3. The Exit Discharge (Uniform Building Code 1006). (006, 27, Z - T-11 a/ni a -1--i o;--� /o o3, ] • 9 d 2 J Number of exits (Uniform Building Code Table 10-A). (Yu � 9 / » Egress width requirements (Uniform Building Code Table 10-B). U - 4. Stairway details - landings, rise and run, head clearance, handrails (UBC section 1003.3.3 & CBC 1133B.4.5.3). 5. Multistory buildings must provide access by accessible ramp or elevator CBC 1103B. Accessibility for existing buildings must comply with CBC 1134B. 6. Every corridor and hallway serving an occupant load of 10 or more shall not be less than 44" in width Corridors and hallways serving an occupant load of less than 10 shall not be less than 36" in width (CBC 1133B.3.1). 7. Maximum travel distance to exits (Uniform Building Code section 1004.2.5.2.1 & 1004.2.5.2.2). 8. Egress requirements based upon occupancy category (Uniform Building Code section 1007). 9. Exit signs and illumination (Uniform Building Code 1003.2.8 & 1003.2.9). l (7d T(` , 2' Z _ 10. Floor level exit signs in Group R-1 occupancy (Uniform Building Code 1007.6.2). l l��c Gt GC2.a� 11. Aisles and seat spacing (Uniform Building Code section 1440.3.2). 12. Doors (Uniform Building Code section 1003.3.1). MISCELLANEOUS REQUIREMENTS: G 1 Brick or stone veneer (Uniform Building Code section 1403). �nergy design compliance and supporting documentation. 3. Special Inspection requirements (Uniform Building Code section 1701): 3.1. ❑ High Strength Bolting. 3.2. ❑ Field Welding. 3.3. ❑ Masonry (full stress). 3.4. ❑ Concrete (f c > 2500 psi). 4. Special Certificates - Mill Certificates. 5. Expansive soil - special foundation design required. BUILDING PERMIT REQUIREMENTS: 1. ❑ SRA. 2. ❑ Flood elevation certificate. 3. ❑ Fire Sprinklers required. �y1Q 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. 6. ❑ Identify Occupancy and Construction Type on the Application and Permit. Page 2 of 2 f �CII?U PROJECT PROCESSING RECORD Applicant: Owner: A.P.�0 "' i Permit #: 0 Work Description: Date Description of Step or Status A6, — 9W �.'b leav, V— cin e,c�-tom 4 -J,- Lrc-tl i Feb 01 02 08:13a P'1 c rr .• COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 53 -7541 Q�jE MI Rev. 12196) APPLICATION AND PERMIT ASSESSOR PARCEL NUMB 11. zONINO - - BUILDING PERMIT TELEPHONE owNCR � G F-•, -,-,I SO. FT. I OCC. I BUILDING VALUATION OWNERS ADO S CONTRACTOR NAME -CONTRACTORR'S MAILING ADDRESS` CONSTRUCTION LENDER OLENDER'S MAIUNG ADDRESS ARCHITECT OR ENGINEER ARCHITECT OR ENGINEERS MA01NG ADDRESS _BUIlowa ADDRESS LOT NO. I SUBDIVISIONS MIME L_U_ P y n4_;Ke. & CC"9s_9t LICENSE NO. PARCEL MAP USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome Other 11 OPHOIFY TYPE OF RK New Addition ❑ Remodel ❑ Utilities ❑ Installation 0Other ❑ Describe Work: aI&Cd 6Q51, *p t#.IT FEE PAID SRA . SHERIFF OTm AAkOVNT RECEMb .�_ 7 1 *RECeM NUMs�t -5 �� S " TO a !VT INTO COOPVT R Fireplace DV ED APP(KS. OR Ex. Occup. oUTtEYn Resio. eA 5.00 Temporary Service 23.00 _ Total Valuation $ Misc, Wirinc 23.00 Filing Fee $ 20.00 Permit Fee 4ZS.SD 5 Plan Checkin Fee . 2 7 $ _ Energy Plan Checking Fee $ — O PERMIT FEE $ PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 (4.001 Solar or heat pump water heater 23.00 Water piping 15.00 �. Each ater heater or vent 15.00 Gas piping system 1 -5 outlets 15.00 6%0l7 _ Building sewer 15.00 15(� Mobile Home I S G W 920.00 _ PERMIT FEE _ ELECTRICAL PERMIT (ling Fee 20.00 _ aoov oR uess Main Service xooA oR LEss 23.00 ` ` M Main Service 2-A TO IOOOA 46.00 NCW CON6T. OWEILINO OCCUP. OR ADDNS. A ACC. BLDS. 9O. Ex. Occup. OUnET DR FD(TUREs20 QF x. BAL ®I.50 DV ED APP(KS. OR Ex. Occup. oUTtEYn Resio. eA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc, Wirinc 23.00 PERMIT FEE _ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 KA—qWVAA',-p PERMIT FEE $ Mobile Home Installation Fee S Ener Ins ection Fee L U gy P - o c` CONST. TYPE TOTAL FEE $ 2. .FE —IM -P CDF PAC PO HD SSUE 1^y^h V This permit is hereby Issued under the applicable pttivfsions n ` of the Butte County Code and/or Resolutions to do work ,tJ Indicated above for which fees have been -paid. O By 0ate _ Receipt No. PERMIT EXPIRES ON WHITE•O.O.S.•B.0. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Feb 01 02 08:13a P. 1''.. 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) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER zowNG BU I LDING P ER M IT ' N f OWNER TELEPHONE -'- — SO. FT. OCC. BUILDING VALUATION ;tea OWNER'S MAIUNG ADDRESS I COIIFMCTOR's NAME CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS - ARCHITECT OR ENGINEER ARCHITECT OR ENGINEER'S MAJUNG ADDRESS BUILDING ADDRESS LOT NO. SUBONISION'SNAME USEOFSTRUCTURE SF ❑ Duplex O Mobilehome O Other GKCIFY TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities 0 Installation 0 Other E Describe Work: " PEP AIT FEE PAXb $ SRA SHERIFF S r AAWN RECemb ; TELEPHONE EX. OCCU . OUTLET OR FDfTUREs BAL a .So I FU EO APPLNS. OR Ex. Occup. OtlTL, EBIO. EA Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirinq 23.00 A� Fireplace Total Valuation $ 4 ' Filing Fee $ 20.00 Permit Fee $ Plan Checkin Fee $ _ Energy Plan Checking Fee $ PERMIT FEE $ PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S I G W (920.00 PERMIT FEE ! ELECTRICAL PERMIT Fling Feel 20.00 Main Service a...OR mss 23.00 Main Service 200A TO 1000A 46.00 NEW CONOT.OWEINOCGUP. OR ADONS. 8 ACC.ILO BLDS. 3.5¢90. f -r. _ `�- NEW QQ 10. MULTI.OUTLET X7.501 EX. OCCU . OUTLET OR FDfTUREs BAL a .So I FU EO APPLNS. OR Ex. Occup. OtlTL, EBIO. EA Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirinq 23.00 PERMIT FEE 1 _ MECHANICAL PERMIT I Fling Feel 20.00 Hood 1 I 6.501 1 PERMIT FEE S Mobile Home Installation Fee $ - ' Energy Inspection Fee $ *P I occ coNST. TYPE TOTAL FEE $ ,.* TO *a �T � coon j1'ER HA2• D. FEES IMP FLOOD CDF PARCEL PO I HD ISSUE r T This permit is hereby issued under the applicable p'rovisioii's " of the Butte County Code and/or Resolutions 'to do work Indicated above for which fees have been -paid. ' By Date _ ReceiptNo. PERMIT EXPIRES ON WHITE•D.D.S.•B.0. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: C.v�`"��^- ASSESSOR PARCEL NUMBER t�J' C ) Proposed Building Use: 4uCj tM _A) a1t^ Counter Technician: 0a Date: 0 — 7 —03 Items required in order to apply fey a permit. Alf boxes MUST be checked OR marked NA in order to apply. L. Plot plans, 3 or 4 sets, signed by the preparer of the plans. f2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4. Engineered truss details and layouts in duplicate. No faxes! . Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items re uired for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be index and returned to the plan review line-up when required items are received. Date Received By 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ *12. /Plot plan and business license approval from the City of Biggs .................................... Letterointent for non-residential buildings......................................................... Detached AccessoryBuilding Form filled out by the owner ..................................... Hazardous Material Form............................................................................... ❑ 13. Other rining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) Fees as shown on the attached Schedule of Fees Due Sheet.............................Statement of Intent for Non -heated and A/C Buildings..................................C'. �....Sanitation and plot plan approval from the Environmental Health Department in ❑ 17. City of Chico Plumbing permit........................................................................ _ ❑ X18. California Department of Forestry plan approval ❑ paid. Sent by: ...................... _ v' 19. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: _ 2 Contact Land Development about ❑ Improvements, ❑ Drainage ............................... _ C3'21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). _ ❑ 22. Pre -Inspection for required ................ _ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... _ ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. _ ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... _ ❑ 26. Letter of Signature authorization.................................................................... _ ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... _ ❑ 28. Manufactured home utility clearance............................................................... _ ❑ 29 tions and/or expired permits......................................................... _ C3-130.qth Grant D e ❑ M.H. Title/Statement of Facts, ❑Letter from Legal Owner, ❑Check to H.C.D. $ ❑ 31. e: r When issued Telephone 1 nd h d forpj kup. I have been in d th above items and requirements for obtaining a buildinpermit. Applicant: Date:41j Index permit application for the above items numbered:�1, ZO,�jPlan Check Letter 2. Additional items required T Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE- OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER. CZ vt'"n PROPOSED BUILDING USE CJl� ��'`r'��Q•!�— ��� 1. BUILDING PERMIT FEES --Balance Due ........................................................ $ --Additional Fees Due ............................................ $ --Additional Fees Due ............................................ $ --Revised Plan Checking Fee ................................. $ 2. SCHOOL DISTRICT FEES (paid at District Office) " 3. SHERIFF FEES (paid at Building Division) Residential .................................... x $360.00 = $ Units Commercial (sq. ft.) ...................... 0 O x $0.03 = $—�- v Sq. ft. 4. URBAN AREA FEES Residential ............................ x = $ # Units Amt. Commercial (Sq. ft.) ............./ / OO x 1.02- = $� Sq. ft. Amt. RECREATION DISTRICT FEES 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P.#v�fUr�D 1.5 DATE -7-b3 RECEIPT # DATE REC. At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed Burin the checking process. APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES BUILDING DIVISION NOTICE Post this job card in a safe, conspicuous place. Do not remove until all required Inspections are made and building is approved for occupancy. Plans must be available on the -lob site. A.P. No. _ 040-020-157 , w 03-0379 HAYS, DANIEL Owner - SOUTHGATE AVE,-CHICO - Contractor. _ FURNITURE REPAIR BLDG. Permit No. -- PERMITTEE MUST CALL FOR INSPECTIONS Piers Pre-Gunite Underfloor Plumbing Underfloor Electrical Underfloor Mechanical Underfloor Franiin Slab Rough Electrical Rough Mechanical Framing Shower Pan .............................. ;D:i Insulation Fireplace Footing! Fireplace Throat ?DoNdt>i Stucco Lath Scratch and Browi Sewer Service Water Service Pool Final Plumbing Final Electrical Final Mechanical Final Buildina or M.H. Final DO NOT OCCUPY UNTIL ALL THE ABOVE IS SIGNED AND THE BUILDING OR MOBILE HOME IS APPROVED FOR OCCUPANCY Addresses ::::::; Information .. Z4 Hr insp Oroville - 7 County Center Drive 538-7541 538-7636 Chico - 411 Main Street 891-2751 891-2834 Revised 7/94 O40-020-157 03-0379. HAYS, DANIEL SOUTHGATE AVE, CHIC 0 FURNITURE REPAIR BLDG MASONRY WALLS N E S W 1 st Lift 2nd Lift 3rd Lift 4th Lift 5th Lift 6th Lift COMMERCIAL 040-020-157 03-0379 HAYS, DANIEL , SOUTHGATE AVE, CHICO FURNITURE REPAIR BLDG FIRE WALLS (Occupancy, Area, Property Gypsum Board 1st Layer 2nd Layer Walls Ceiling NOTES JOB FINALED (Date) Signature .1 OK O=Not OK - = Not Applicable COMMERCIAL = Not Reedy ' Date UNDERFLOOR (Plans) OK except #'s Date FRAMING (Continued) 1. Zoning -Setbacks -Easements -Flood -Slope -Soil Report _ 46. Hangers -Post Caps -Anchors -Connectors 2. Ftg., Main; Soils-Ufer Ground.-Ftg. Depth 47. Roof Shthing-Nailing-Diap.Chord Splice 3. Hold Downs -Bolts -Straps -Embedment -Hair Pins 48. Firewall-Doors-Area-Occp.-Prop. 4. Concrete -PSI -Cert -SP. insp.-Loc. 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles S. Stemwalls, Main; Steel-Blockouts-Wrapped 50. Glu -Lam Cert. -Placement -Support 6. Reinf. Steel -Grade -Placement 51. Steel Buildings-Purlin-Girders 7. Slab; Steel -Wrapped -Wire Mesh 52. Property Line Firewall & Openings 8. Piers -Steel 53. Ext. Doors -Handicap Access 9. D.W.V.; fall -Fitting -Test -2 Way C/O -Sewer Test 54. Stairs: Width -Headroom -Rise -Run -Landing -Fire Protection 10. Gas Pipe; Size -Anchors 55. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 11. Water Pipe; Test -Anchor -Regulator -Service Test 56. Siding -Nailing Veneer 12. Electric; Underground, Underslab 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 13. Pienums & Ducts; Clearance -Material -Support -Ins. 58. Glazing Area -Glass Protection -Skylights -Plastic -Fire Port. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 59. Shear Walls -Plywood-Nailing-Conn to Roof 15. Masonry -Rebar -Lifts 60. Insulation -Walls -Ceilings 61. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 62. Corridors -Openings -Fire Protection -Framing Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 115' Water Htr.; Vent -Access -Combustion Air -Baffle Date Card B-1 Date Card B-1 17. Water Pipe; Test & Anchor -Nail Protection Date Card B-1 Date Card B-1 18. D.W.V.; Test -Fittings & Anchor -Nail Protection Date FINAL (Plans) OK except #'s 19. Sinks -Floor -Grease Trap 63. Ext. Steps -Door & Sidelight Protection -Landings 20. Handicap-W/C-Backing 64. Exits -Size -Number -Placement 21. Gas Pipe; Size & Anchors - Firewall Penetrations 65. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Sprinklers -Placement -Test Date Card B-1 Date Card B-1 67. Suspended Ceiling-Seismic-Wires-Elec-Light &Mech. Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 68. Stec. Trim & Subpanel; Breaker Sizes &Labels 22. Fixture & Transformer Clearance -Ins. Protection 69. Stairs &Rails 70. Handicap -Door Levers -Fin. Floor 23. Single Phase -Three Phase -Equip. Bond 24. Size Boxes & No. of Conductors -Stapled 71. Elec. Outlets at Wood Panel; Int. &Ext. 72. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. Above Floor-Mech. Protection 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 73. Plb., Elec. 8 Mech. Equip. Listed for Location 27. Wiring -90° -Protected -Color Coded 74. Insulation -Foam -Looked in Attic 0 Yes 28. Subleed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or At 75. Guard Rails &Deck Construction -Post Caps 29. Fire Resistive-Fixture-Conduit-G.F.I.-Susp. Ceiling 76. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor O Yes 30, Service -Riser Conductors & Ground -Main Disconnect 77. Stucco; Brown -Finish 31. Equip. Clearances Panels-Motors-Mech. Equip. 78. A.C. Unit; Disconnect, Electrical, Plumbing 32. Fire Wall Penetrations 79, Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 80. Water Well; Disconnect, Electrical, Plumbing Date Card B-1 Date Card B-1 81. Exterior Elec. Trim; G.F.I. Receptacle -Underground Date Card B-1 Date Card B-1 82. Off Site -Parking -Handicap Date MECHANICAL (Permit) OK except #'s 83. Glass Protection 33. A.C. Ducts Insulation & Support 84. Corrections from Previous Inspections 34. Vent Fan; Exhaust above insulation 85. Gas Test -Meters Tagged; Gas -Electric 35. Condensate Drain & Overflow; Size & Grade 86. Water & Sewer Connected -C/O to Grade -HD Approval 36. :urn.nce-Vent; Access -Comb. Air -Return Air Vent -115 outlet 87. Energy Compliance Certificate -Other Certificates 37. Attic Access & Platform if Furnance in Attic 88. Roofing Certificate -Fire Rating 38. H. V.A.C.-Ventilation-Roof Access 39. Smoke & Fire Dampers Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s _ 40. Sils, Proper Material & Anchors -Hold Downs 41. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops; Furred Ceilings -Stairs -Chases 45. Headers & Beam -Size & Bearing -Support Fix. Certificate of Occupancy (NOTE: An entry must be made each time you visit the job site) M 4o COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 �j�• (Rev.12/96) APPLICATION AND PERMIT in / ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISION'S 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: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W1 920.00 PERMIT FEE S ELECTRICAL PERMIT Fee 20.00 600V 0 ESSFiling Main Service 200AORLESS 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. l�l I� nc owner of the property, am exclusively contracting with licensed contractors 1� 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 Main Service 200A To 1000A 46.00 NEW CONST. DWELLING OCCUP. OR AD DNS. ( a Acc. Bins. SO 3.5¢FT; CONST. MULTI-OUTLETcTS @7.50 POWER APPARATUS a SINGLE OUTLET CIR. EX. Occup. OUTLET OR FIXTURES 00 SAL @ 1 0 Ex. Occup. ourLSI,:W(. slo) EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ 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' C ompo laws of California, and agree that if I should become subject to the wo rs' c m nsation provisions of section 3700 of the Labor Code, I shall f!"Th mp with rovisions. 2Ja •� X j __ _ Date i Signature o Ap licant - ❑Owner ❑Contractor ❑Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ FEES IMP FLOOD I CDF PARCEL PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Date Receipt No. WHITE-D.D.S.-B.D. ANAR -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT I� Ell b COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 RERfal� (Rev.12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT L' OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS CONTRACTOR'S NAME i TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISION'S 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 ❑ Ulilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service 2o0A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATIONMain I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class LIC. NO. OWNER-BUILDER DECLARATION - --- 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. W-1,as,.ownerof 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' f California, and agree that if I should become subject to the tion provisions of section 3700 of the Labor Code, I shall h a e,provisions. X Date ❑Owner ❑ Contractor ❑ Agent WT An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Service 200A TO 1000A 46.00 -NEW CONST. DWEWNG OCCUP. SO OR ADDNS. ( a ACC. S. 3.50 so f.9 PNµHEO41U MULTI.OU CLET 97,50 a PSINGOUTLET CIR. OWELER APPARATUS Ex. Occup. OUTLET OR FIXTURES j 20 BAL @ 1.00 . 0 Ex. Occup. GFu'EEDTs R-401. 1 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirin 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ HA2. D. FEES IMP FLOOD I CDF PARCEL PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for' which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Date Receipt No. r 5 C 7 5 2_7 - WHITE-D.D.S.-B.D. ANAR -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT b COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541�A �;T/9. (Rev. 12/96) APPLICATION AND PERMIT /Q �7 ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 1 1 CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS I CONSTRUCTION LENDER LENDERS MAILING ADDRESS -: Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. I Filin Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $ Plan Checking Fee $ BUILDINGADDRESS -' Energy Plan Checking Fee $ t $ PERMIT FEE $ LAT NO. SUBDNISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE Solar or heat pump water heater 23.00 Water piping 15.00 SF ❑ Duplex ❑ Mobilehome ❑ Other Each gas water heater or vent 15.00 SPECIFY TYPE OF WORK Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Mobile Home I S I G I W 920.00 Describe Work: PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service noon OR mss 23.00 kMain Service 200A TO ,000A 46.00 LICENSED CONTRACTOR'S DECLARATION NEW CONST. DWELLING OCCUP. SO 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter OR ADONIS.( a ACC. BLAS. 3.5¢FT; 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, NoµA°SID. MULTI.OUTLET @7,50 and my license is in full force and effect. APPARATUS POWGLE License Class Lic. No. 8 SIN O'TLET CIR.ER 20 Q ,.00 OWNER -BUILDER DECLARATION Ex. Occup. OUTLET OR FIXTURES B20 .50 I hereby affirm under penalty of perjury that I am exempt from the Contractors license Ex. Occu . DurElt-DTSAEsIo°E 5.00 Law for the following reason: Temporary Service 23.00 ❑ 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. Mobile Home Facilities 20.00 -as.owner of the property, am exclusively contracting with licensed contractors Misc. Wiring 23.00 jF to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this PERMIT FEE S reason WORKERS' COMPENSATION DECLARATION MECHANICAL PERMIT Fling Fee 20.00 1 hereby affirm under penalty of perjury one of the following declarations: Heating ❑ 1 have and will maintain a certificate of consent to self -insure for workers' Cooling compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Hood 6.50 ❑ 1 have and will maintain workers' compensation insurance, as required by Section Ventilation 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 PERMIT FEE $ Policy Number Mobile Home Installation Fee $ (The above sections need not be completed if the permit is for work of a valuation Energy Inspection Fee $ of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall Occ CONST. TYPE TOTAL FEE $ 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 HAZ. I D. FEES IMP I FLOOD CDF PARCEL PD HD ISSUE workers' compensation provisions of section 3700 of the Labor Code, 1 shall f�hw th Imply with those provisions. This permit is hereby issued under the applicable provisions ' of the Butte County Code and/or Resolutions to do work X Date indicated above for which fees have been paid. Signature o Ap licant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. By Date Receipt No. `7 C/ 2 5i C/ • SI) = PERMIT EXPIRES ON WHITE-D.D.S.-B. D. ANAR -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Date E5 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMITNO. (Rev.12/96) APPLICATION AND PERMIT ;4,-37 _-99 ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER!: TELEPHONE SO. FT. OCC. BUILDING VALUATION - OWNERS MAILING ADDRESS CONTRACTOR'S NAME I r' TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace - LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing 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 as water heater or vent 15.00 TYPE OF WORK New ❑ 'Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W 920.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 Main Service zoOA OR LESS 23.00 1 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class Lic. No. OWNER -BUILDER DECLARATION 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. Ss .,L..as owner of the property, am exclusively contracting with licensed contractors ;. to construct the project. ❑ i am exempt under Sec. Business and Professions Code for this reason 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 0 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 - workers' c mpensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those,provisions. X Date t.. t Signature of"'App�licant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. SO OR ADDNS. ( a Acc. sms. 3.5¢Fr. r,oµp�,pT MULTI-OUTLET.ITS 97.50 APPARATUS a SINGLE OUTLET CIR. 20 @ 1.00 Ex. Occup. OUTLET OR FIXTURES BAL @ .50 XED APP EX. Occup.ouFlrtETs RESIDLNS. . EORr. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE It HAZ. I D. FEES IMP FLOOD CDF PARCEL PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Date Receipt No. '{i `, i�% ' ' c WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Feb 01 02 08:13a P. 1, .. ! J COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDINP DIVISION 7 County Center Drive III Oroville, California 95965 • Telephone (530) 5 -7541 (Rev. 12/96) APPLICATION AND PERMIT U �3^�� ASSESSOR PARCEL NUMBER L yo - O 2% 0 _ I5� ZONING BUILDING PERMIT OWNER l- 1� (�/ ` T " E SO. FT. OCC. _ BUILDING VALUATION S7 �1 ® OWNERS �L�INQjiD SS (-� /-� I v t'1^ n Y CONTMCTOR'S _ _ CONTRACTOR'S MAILING ADDRESS ® CONSTRUCTION LENDER LENDER'S nwu"c ADDRESS ARCNDECT OR ENGINEER ARCMTECT OR ENGINEERS MAILING ADDRESS BVIL0IN6 ADDRESS LOT NO. SUBDIVISIONS MIME USEOFSTRU'CT`UREr � �v SF ❑ Duplex ❑ Mobilehome 0ther��1tA 01 TYPE OF WORK New Addition ❑ Remodel ❑ Utilitiess❑ Installation C3 4 Describe Work: ► 6 I l� �l �a J�.V Il Oil a -K -7- " PERAUT FEE PAID SRA • . SHERIFF OTHER . AAIIOVW RECEMb *RECeM Num 3(oi 5? ? * TO tE mr =MITTS COMPUTER PERMIT FEE $ ELECTRICAL PERMIT OR LESS Main Service aoOA OR LESS Main Service :DOA TO 1000A NEW CONST. DWELLING OCCUP. OR ADDNS. 6 ACC. BLDS. I IIIIIIIIWW—�l - 20.00 Fling Fee 20.00 7.00 $y.o 23.00 15.00 15.00 ' aCIC 15.00 01 15.001 /S.cX @20.00 g Fee-� -2�0.00 23.00 .:tla:A:�/� as.00 qt. .OI EX. OCCU . OUTLET OR FOLTURES FULED APPL OR Ex. Occup. OUTL. RESIO. EA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc, Wirinq 23.00 PERMIT FEE $ . OU MECHANICAL PERMIT Filing Fee 20.00 Heating GDX Cooling ` Hood 6.50 j Ventilation 5 2 7• : (S. PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ -V cc CON57. TTPE TOTAL FEE $ FE I P FLpOD PARC IiD ISSUE -'-^- This permit is hereby issued under the applicable pl'ovisitins of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been paid. By Date ReceiptNo. PERMIT EXPIRES ON WHITE-D.O.S.-S.O. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT BrE Permit Fee $ Plan Checkin Fee $ _ Energy Plan Checking Fee $ S PERMIT FEE $ PARCEL MAP PLUMBING PERMIT Each Trap �T� o l Lq- y Solar or heat um water heater Water piping Each water heater or vent IIr ❑ {.R / Gas piping system 1 - 5 outlets Buildingsewer Mobile Home I S 1 61 W *RECeM Num 3(oi 5? ? * TO tE mr =MITTS COMPUTER PERMIT FEE $ ELECTRICAL PERMIT OR LESS Main Service aoOA OR LESS Main Service :DOA TO 1000A NEW CONST. DWELLING OCCUP. OR ADDNS. 6 ACC. BLDS. I IIIIIIIIWW—�l - 20.00 Fling Fee 20.00 7.00 $y.o 23.00 15.00 15.00 ' aCIC 15.00 01 15.001 /S.cX @20.00 g Fee-� -2�0.00 23.00 .:tla:A:�/� as.00 qt. .OI EX. OCCU . OUTLET OR FOLTURES FULED APPL OR Ex. Occup. OUTL. RESIO. EA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc, Wirinq 23.00 PERMIT FEE $ . OU MECHANICAL PERMIT Filing Fee 20.00 Heating GDX Cooling ` Hood 6.50 j Ventilation 5 2 7• : (S. PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ -V cc CON57. TTPE TOTAL FEE $ FE I P FLpOD PARC IiD ISSUE -'-^- This permit is hereby issued under the applicable pl'ovisitins of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been paid. By Date ReceiptNo. PERMIT EXPIRES ON WHITE-D.O.S.-S.O. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT BrE Feb 01 02 08:13a COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 (ReJ.12/96) APPLICATION AND PERMIT ASSESSI ZONING I BUILDING PERMIT OWNER OWNER'S MAILING ADDRESS ' CONTRACTOR'S NAME CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS ARCHrTECT OR ENGINEER ARCHITECT OR ENGINEERS MAILING ADDRESS BUILDING ADDRESS LOT NO. SUBONISIONSNAME USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY TYPE OF WORK New ❑ Addition ❑ Remodel ❑ UBIibes ❑ Installation ❑ Other ❑ Describe Work: P. 1,'.. PERMIT NG* SO. FT. I OCC. I BUILDING VALUATION FlreDlace Permit Fee Plan Checkin Fee Energy Plan Checking Fee PERMIT FEI PLUMBING PERMIT Each Trap Solar or heat pump water heater Water piping Each gas water heater or vent Gas piping system 1 - 5 outlets Building sewer Mobile Home is I 61 W $ 20.00 S S Filing Feel 20.00 7.00 23.00 15.00 15.001 15.00 15.001 @20.00 "PEPJMIT FEE PAID S� SHOUFF O �� • � ���• • PERMIT FEE $ AW Ex. Occup. oimETPsIo OEA ELECTRICAL PERMIT Fling Feel 20.00 Mein Service aoov oR LE aooA OR LEssSS 23.00 _ ' Main Service 200A TO 1000A 46.00 NEW CONOT. DWELLINGoCCUP. OR ADDNS. 6 ACC. BLDS. 3.5¢x0. FT. __ - NEW CONST. m ur�•otm ) ueu.a��0_ @7.501 t "PEPJMIT FEE PAID S� SHOUFF O �� • � ���• • EX. OCCu . OUTLET OR FMAES BAL o AW Ex. Occup. oimETPsIo OEA 5.00 Temporary 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 ; VAnfiiRlinn PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ occ COT TYPE TOTAL FEE $ TO 06 W lf" CORAM HAZ. I D. FEES I IMP I FLOOD I CDF PARCEL PO I HD I ISSUE ' This permit is hereby issued under the applicable p'(0Wsi5ns'" of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been -paid. By Date _ ReceiptNo. PERMIT EXPIRES ON WHITE-D.O.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT er® . -- . :, . COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET t -V OWNER: q ASSESSOR PARCEL NUMBER Proposed Building Use: Lt� r`� �` ` �{��' i jf' Counter Technician: Date:-�� Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1.. Plot plans, 3 or 4 sets, signed by the preparer of the plans. Complete plans, 3 or 4 sets, signed by the preparer of the plans. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be 78. ed and returned to the plan review line-up when required items are received. Date Received By Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ 0 . Plot plan and business license approval from the City of Biggs .................................... Letter of intent for non-residential buildings......................................................... . Detached Accessory Building Form filled out by the owner ..................................... 12. Hazardous Material Form............................................................................... ❑ 13. Other Rem aining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) Fees as shown on the attached Schedule of Fees Due Sheet ....................................... _ ❑ 5. Statement of Intent for Non -heated and A/C Buildings ................................... C9' 16. Sanitation and plot plan approval from the Environmental Health Department in — ❑ 17. City of Chico Plumbing permit........................................................................ _ ❑/�8. California Department of Forestry plan approval ❑ paid. Sent by: ...................... _ ',19. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: _ W� ,0. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... _ C�' 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). — ❑ 22. Pre -Inspection for required ................ _ ❑ 23. cntractor's license information. (Number, Name Style, Classification) ...................... _ ❑ 24. Worker's Compensation Carrier and Policy Number ............................................. _ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... _ Letter of Signature authorization.................................................................... _ Recorded copy of Agricultural Acknowledgment Statement .................................... _ ❑ 28. Manufactured home utility clearance............................................................... _ ❑ 29. Exis'>ig violations and/or expired permits......................................................... _ ❑ X. CSGrant Deed, ❑ MJH. Title/Statement of Facts, ❑ Letter from Legal Pwner, ❑.Ch. ck to H.C.D. $ N/3 Other: ' r' When issued Tel Dhone I an old for pit. — I have been inform of e o e items and requirements for obtaining a building p r^mit /fes Applicant: Date: 1. Index permit application for the above items numbered: 8 1c), LZ . j +��p, 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by_ Contractor, designer, owner, was advised of the abo a data bY� ❑ phone, ❑ mail, ❑ counter, by_ Plans reviewed by: Date: J Plans approved by: Structural reviewed by: —� Date: Structural approved by: Note transfer by: Date: Yellow: Building Division _Date: Date: Date:_ Date \0 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER. PROPOSE BUILDING USE 1. BUILDING PERMIT FEES c (� --Balance Due ........................................................ $ --Additional Fees Due ............................................ $ --A ttional Fees Due ............................................ $ -Revised Plan Checking Fee........�.......n.................I$ 2. SC OfnL DISTRICT FEES /1/ V (r ` Y '' 1` \ aid at District Office) SHERIFF FEES (paid at Building Division) Residential .................................... x $360.00 = $ Units go.v� ommercial (sq. ft.) ...................... x $0.03 = $� q. ft. 4. URBAN AREA FEES Residential ............................ x = $ # Units Amt. Commercial (Sq. ft.) ............. •' x =$ Sq. ft. Amt. �5. RECREATION DISTRICT FEES U!PD 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER 0 L? u -020-1Y7 A.P. # r '2 -�- Z)3 DATE RECEIPT # DATE REC. At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan_.ckcking process. APPLICANT _ DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 81 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES BUILDING DIVISION NOTICE Post this job card in a safe, conspicuous place. Do not remove until all required Inspections are made and building is approved for occupancy. Plans must be available on the job site. A.P. No. _ 040-020-157- -�- - 03-0378 Owner HAYS, DANIEL Contractor SOUTHGATE AVE, CHICO FURNITURE WSHE & OFFICE Permit No' rtKMI I -I EE MUST CALL_ _ - FOR INSPECTIONS Piers Pre-Gunite Underfloor Plumbing Undertloor Electrical Underfloor Mechanical Underfloor Franiin Slab Rough Mechanical Framing Shower Pan ................................ Oo' Insulation >a ................................. Fireplace Footings Fireplace Throat Stucco Lath Scratch and Brown Water Service Pool Final Plumbing Final Electrical Final Mechanical Final Building or M.H. Final DO NOT OCCUPY UNTIL ALL THE ABOVE IS SIGNED AND THE BUILDING OR MOBILE HOME IS APPROVED FOR OCCUPANCY .. Adidresses Informatrorl,.. 24 Hr. In sP Oroville - 7 County Center Drive 538-7541 538-7636 Chico - 411 Main Street 891.2751 891-2834 Revised 7/94 040-020-157 03-0378 HAYS, DANIEL SOUTHGATE AVE, CHICO FURNITURE WSHE & OFFICE MASONRY WALLS N E S W 1 st Lift 2nd Lift 3rd Lift 4th Lift 5th Lift 6th Lift FIRE WALLS Occu anc , Area, Property) Gypsum Board 1st Layer 2nd Layer Walls Ceiling NOTES COMMERCIAL 040-020-157 03-0378 HAYS, DANIEL i SOUTHGATE AVE, CHICO FURNITURE WSHE & OFFICE JOB FINALED (Date) Signature l V=OK O=Not OK - = Not Applicable = Not Ready COMMERCIAL Date UNDERFLOOR (Plans) OK except It's 1. Zoning -Setbacks -Easements -Flood -Slope -Soil Report 2. Ftg., Main; Soils-Ufer Ground.-Ftg. Depth 3. Hold Downs -Bolts -Straps -Embedment -Hair Pins 4. Concrete -PSI -Cert -SP. insp.-Loc. 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Reinf. Steel -Grade -Placement 7. Slab; Steel -Wrapped -Wire Mesh 8. Piers -Steel 9. D.W.V.; fall -Fitting -Test -2 Way C/O -Sewer Test 10. Gas Pipe; Size -Anchors 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground, Underslab 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Masonry -Rebar -Lifts Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except N's 1C Water Htr.; Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchor -Nail Protection 18. D.W.V.; Test -Fittings & Anchor -Nail Protection 19. Sinks -Floor -Grease Trap 20. Handicap-W/C-Backing 21. Gas Pipe; Size & Anchors - Firewall Penetrations Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except It's 22. Fixture & Transformer Clearance -Ins. Protection 23. Single Phase -Three Phase -Equip. Bond 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 27. Wiring -90° -Protected -Color Coded 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 29. Fire Resistive-Fixture-Conduit-G.F.I.-Susp. Ceiling 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Fire Wall Penetrations Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except lt's 33. A.C. Ducts Insulation & Support 34. Vent Fan; Exhaust above insulation 35. Condensate Drain & Overflow; Size & Grade 36. Furnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet 37. Attic Access & Platform if Furnance in Attic 38. H.V.A.C.-Ventilation-Roof Access 39. Smoke & Fire Dampers Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except 1r's _ 40. Sils, Proper Material & Anchors -Hold Downs 41. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops; Furred Ceilings -Stairs -Chases 45. Headers & Beam -Size & Bearing -Support Fix. Date FRAMING (Continued) _ 46. Hangers -Post Caps -Anchors -Connectors 47. Roof Shthing-Nailing-Diap.Chord Splice 48. Firewall-Doors-Area-Occp.-Prop. 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Glu -Lam cert. -Placement -Support 51. Steel Buildings-Purlin-Girders 52. Property Line Firewall & Openings 53. Ext. Doors -Handicap Access 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic -Fire Port. 59. Shear Walls -Plywood-Nailing-Conn to Roof 60. Insulation -Walls -Ceilings 61. Infiltration -Walls -Windows 62. Corridors -Openings -Fire Protection -Framing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except a's 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Exits -Size -Number -Placement 65. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Sprinklers -Placement -Test 67. Suspended Ceiling-Seismic-Wires-Elec-Light & Mech. 68. Elec. Trim & Subpanel; Breaker Sizes & Labels 69. Stairs & Rails 70. Handicap -Door Levers -Fin. Floor 71. Elec. Outlets at Wood Panel; Int. & Ext. 72. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. Above Floor-Mech. Protection 73. Plb., Elec. & Mech. Equip. Listed for Location 74. Insulation -Foam -Looked in Attic O Yes 75. Guard Rails & Deck Construction -Post Caps 76. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor o Yes 77. Stucco; Brown -Finish 78. A.C. Unit; Disconnect, Electrical, Plumbing 79. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 80. Water Well; Disconnect, Electrical, Plumbing 81. Exterior Elec. Trim; G.F.I. Receptacle -Underground 82. Off Site -Parking -Handicap 83. Glass Protection 84. Corrections from Previous Inspections 85. Gas Test -Meters Tagged; Gas -Electric 86. Water & Sewer Connected -C/O to Grade -HD Approval 87. Energy Compliance Certificate -Other Certificates 88. Roofing Certificate -Fire Rating Date Card B-1 Date Card B-1 Date dard B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Certificate of Occupancy (NOTE: An entry must be made each time you visit the job site) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-75A:A/i 01 0. (Rev. 12/96) 1 APPLICATION AND PERMIT 4-,J 6 ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap J 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY 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: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 Main Service . ' 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.PSIN License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service zooA TO tOooA as.00 NEW CONST. DWEWNG OCCUP. OR ADDNS. ( a Acc. BLnS. SO 3.52FT: ptON�.= ' MULTI.OUTLET 97,50 E OUTLET COWER GLAPPARATUS a IR. Ex. Occup. OUTLET OR FIXTURES aAL Ex. Occup. OFIxunFrs aE1s OE 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 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 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Policy Number (The above sections need not be completed 0 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 work e ' ensation provisions of section 3700 of the Labor Code, I shall ith omp with those provisions. p� X Date �i Signature of A plicant -Owner ❑ Contractor ❑ Agent An OSHA permi is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ HAZ. I D. FEES IMP I FLOOD I COF PARCEL PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON I the applicable provisions Resolutions to do work been paid. Date Date Receipt No. 77 9 5-9 1 z CID I - I WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT •.10 AA • . COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone 530) 538-754 PRM'" o. (Reo.12/96) �' APPLICATION AND PERMIT �3 ASSESSOR PARCEL NUMBER ZONING BU I LDI NG.P ERM IT OWNER TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNERS MAIUNG ADDRESS CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER UCENSE NO. Flinn Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ BUILDINGADDRESS Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDNISION'S NAME PARCEL MAP PLUMBING PERMIT -, Rling 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 O Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 a00VOR LESS Main Service zo.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.PSING License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors license Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO IOooA 46.00 NEW CONST. DWELLING OCCUP. W:O OR ADONS. a Acc. BLos. SO 3.50' NOµREOSIDT MULTI -OUTLET 97,50 OWELE OUTLET CR APPARATUS 8 IR. EX. OCCU OUTLET OR FIXTURES BALQ .50 Ex. Occup. OUTLETS R=.) EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 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 MECHANICAL PERMIT Filing FQe 201.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ 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 workers'- ompensation provisions of section 3700 of the Labor Code, I shall o-Fth, ith ompl with those provisions. VIA. X Date z/1 _ Signature of A licant - b Owner ❑ Contractor ❑ Agent An OSHA permi is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ MAZ. D. FEES IMP I FLOOD I CDF I PARCEL PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By x PERMIT EXPIRES ON I the applicable provisions Resolutions to do work been paid. Date Date Receipt No. (0 S C . WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT . f jr: _. y+.'.ice" r. -. • ^ ..;, r ... t . . .� ,,. ��{... -�Y �,y SFr �, � � . } COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION =� 7 County.Center Drive Oroville, California 95965+• Telephone (530) 538-754 P R;MI • (ReV:12/96) 13 APPLICATION AND PERMIT 4C . -3• D ASSESSOR PARCEL NUMBER ZONING BU I LDI Nq,P ER M IT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAIUNG ADDRESS CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filen Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ $ PERMIT FEE $ LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 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: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 Main Service 2o.A 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. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. eE' I, as owner of the property, am exclusively contracting with licensed contractors X 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.) ❑ 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 workers' -compensation provisions of section 3700 of the Labor Code, I shall o'rthwith comply with those provisions. ,r} }-A X Date IL. V'� _ Signature of A licant - O1Owner ❑ Contractor ❑ Agent An OSHA permit Is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO I000A 46.00 NEW CONST. DWELLING OCCUP. SO OR AODNS. ( a ACC. BLDS. 3.5¢FT. NT. OUTLET OµHIDNS. BRANCH 97.50 OWER APPARATUS d PSINGLE OUTLET CIR. EX. Occup. OUTLET OR FIXTURES B20 O 1,50 Ex. Occup. OUTLETFIXED S RESI�.OEl 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Filing Fge 20.00 Heating Cooling ,. Hood 6.50 Ventilation p PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ HAZ. I D. FEES IMP FLOOD COF I PARCEL I PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid.' Date Date Receipt No. +o �% S �% +®� . v* WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT W!11111111111 01 COUNTY OF BUT-Tt- DEPARTMENT OF DEVELOPMEUT-SERVICES --BUILDING DIVISION 7 County -,Center Drive • Oroville, California 9596• Telephone (530) 538-7541' ' PER'MT{ja0. (Re :12/96) APPLICATION AND PERMIT--- ` ASSESSOR PARCEL NUMBER ZONING BU I LDING;P ER M IT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS ;5,CONTTRRACTOR'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 $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ I' BUILDING ADDRESS Energy Plan Checking Fee $ $ PERMIT FEE $ LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing 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: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI G1 W1 @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200AoRLESS 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.8 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. 'Q 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 I000A 46.00 NEW CONST. DWEUJNG occUP. OR ADONS. ( 6 ACC. BLAS. so 3.50FT. NEW O"AESID.. MULTI -OUTLET 97,50 PSINGowE OUTLET CIR.ERLAPPARATUS Ex. OCCu OUTLET OR FDMRES 20 p 1.00 BAL @ .50 Ex. Occup. oFurLEEDrs RPP ESID.oEl 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' 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 workers' ;compensation provisions of section 3700 of the Labor Code, I shall forthwith iomply with those provisions. w^ ~" f Date Signature of A piicant - p',�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 Fling F,�ee 20.00 Heating Cooling Hood 6.50 Ventilation , PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ HAZ. I D. FEES IMP I FLOOD CDF PARCEL PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Date Receipt No. t - 'J , f }r ' • f WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT AdN ENERGY CALCULATION SERVICES Auditing, Analysis and Documentation O M 6 A L L Y CEC Certified Energy Plans Examiner - RES91-1006 / NR -91 -1002 -C -HERS Analysts - RD/FmHa Auditors - Member of RRHA of Texas Title 24 Energy Documents Building Butte Creek Park r Chico, CA Job# 03031 February 5, 2003 1907 Mangrove Avenue, Suite E ecs@energyguru.com 877 /530:894.8466 tel. Chico, California 95926 Est. 1989 530.894.3422 fax. TABLE OF CONTENTS i Table of Contents 1 Nonresidential Performance Title 24 Forms 2 Form ENV -MM Envelope Mandatory Measures 13 Form LTG -MM Lighting Mandatory Measures 14 Form MECH-MM Mechanical Mandatory Measures 15 HVAC System Heating and Cooling Loads Summary 17 Room Load Summary 18 EnergyPro 3 T PERFORMANCE CERTIFICATE OF COMPLIANCE Part 1 of 3 PERF -1 PROJECT NAME — Butte Creek Park - Building 1 PROJECT ADDRESS - Southgate Avenue Chico PRINCIPAL DESIGNER - ENVELOPE __ ' DOCUMENTATION AUTHOR - Energy Calculation Services TTELEPHONE TELEPHONE _(530) 894-8466 DATE 2/5/2003 Building Permit # Checked by/Date Enforcement Agency Use DATE OF PLANS ;BUILDING CONDITIONED FLOOR AREA 'CLIMATE ZONE 01/2003' 5, 822 Sq.Ft. 11 BUILDING TYPE X, NONRESIDENTIAL HIGH RISE RESIDENTIAL HOTELIMOTEL GUEST ROOM PHASE OF CONSTRUCTION-- X . NEW CONSTRUCTION � � ADDITION i I ALTERATION EXISTING +ADDITION This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6, of the State Building Code. This certificate applies only to a Building using_ the performance compliance approach. DOCUMENTATION AUTHOR -- �" i - _ SIGNATURE p _ DATE Marty Runnells.�'GOh _ ._ 2�s�o3 The Principal Designers hereby certify that the proposed building design represented in the construction documents and modelled for this permit application are consistent with all other forms and worksheets, specifications, and other calculations submitted with this permit application. The proposed building as designed meets the energy efficiency requirements of the State Building Code, Title 24, Part 6. ENV. LTG. MECH. 1. I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am licensed as a civil engineer, mechanical engineer, electrical engineer or architect. 2. 1 affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code Section 5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed contractor preparing documents for work that I have contracted to perform. 3. 1 affirm that I am eligible under Division 3 of the Business and Professions Code to sign this document because it pertains to a structure or type of work described as exempt pusuant to Business and Professions Code Sections 5537, 5538, and 6737.1. (These sections of the Business and Professions Code ae printed in full in the Nonresidential Manual.) Indicate location on plans of Note Block for Mandatory Measures Required Forms I EN_ V_ -1_ PRINCIPAL ENVELOPE DESIGNER -NAME - - SIGNATURE CLIC. NO. DATE Indicate location on plans of Note Block for Mandatory Measures Required Forms i LTG -1 PRINCIPAL LIGHTING DESIGNER - NAME SIGNATURE CLIC. NO. DATE Indicate location on plans of Note Block for Mandatory Measures . __ _ __ Required Forms I_MECH-1, MECH-2,, MECH_ -3_ PRINCIPAL MECHANICAL DESIGNER - NAME SIGNATURE !LIC. NO. ;DATE EnergyPro 3.1 By EnergySoft User Number: 2772 _ _ Job Number: 03031 Page:2 of 18 PERFORMANCE CERTIFICATE OF COMPLIANCE Part 2 of 3 PERF - Butte Creek Park - Building 1 I DATE 2/5/2003 ANNUAL SOURCE ENERGY USE SUMMARY kBtu/s ft- r Standard Proposed Compliance ENERGY COMPONENT Design Design 9 Margin ,®siCr�aew •, <;; � Proposed ` Space Heating 6.05 9.02 -2.97- Space Cooling 33.91 25.97 7.94 Indoor Fans 20.82 18.76 2.06 Heat Rejection 0.00 0.000.00 ."�a^tK^i°' ,. ;..�: Pumps & Misc. 0.00 0.008" 0.00 P Domestic Hot Water 18.09 17.00 1.08 ctw•H ,` Lighting 50.09 22.83 27.26`?;; ;; - Receptacle 15.92 15.92 0.00 + R Process 0.00 0.00 0.00 P oww 0 - 10 20 30 40 50 TOTALS: 144.86 109.50 35.37 _ kBwi$gnn BUILDING COMPLIES GENERAL INFORMATION F Building Orientation (North) 0 deg Conditioned Floor Area 5,822 sgft. Number of Stories 1 Unconditioned Floor Area 10,148 sgft. Number of Systems 3 Conditioned Footprint Area 5,852 sgrt. Number of Zones 2 Orientation Gross Area Glazing Area Glazing Ratio Front Elevation (North) 800 sqft. o sqh. 0.0% Left Elevation (East) 1,100 sgft. 234 sgft. 21.3% I Rear Elevation (South) 940 sgft. 21 sgft. 2.2% Right Elevation (West) o sgft. 0 sqh. 0.0°i° Total 2,840 sgft. 255 sgft. 9.0% Roof 5,852 sgft. 96 sgft. 1.6% Standard Proposed Lighting Power Density 1.700 W/sqh. 0.776 W/sqh. Prescriptive Env. Heat Loss 775 744 Prescriptive Env. Heat Gain 96,010 95,232 Ll : Run Initiation Time: 02/05/03 11:03:12 Run Code: 1044471792 �EnelgyPro 3.1 By EnergySoft User Number: 2772 Job Number: 03031 Page:3 of 18 PERFORMANCE CERTIFICATE OF COMPLIANCE Part 3 of 3 PERF -1 PROJECT NAME Butte Creek Park - BuildinnDATE - _..._..-•• ...... aY­al vcnncauon t0 De used with the performance a --1-"- r" VIII- I the adequacy of the justification, and may reject a building or design that otherwise complies based o and documentation submitted. nhthe adequacy of the sgec al ustef cat on llcatlon have specifically been reviewed. Adequate written justification and documentation for their use have been provided by the applicant. Authorized Signature or Stamp 3.1 By EnergySoft vvuc. rv4441"IIMZ . User Number: 2772 Job Number: 03031 Page:4 of 18 Plan Field The exceptional features IisrPA i., #hi. llcatlon have specifically been reviewed. Adequate written justification and documentation for their use have been provided by the applicant. Authorized Signature or Stamp 3.1 By EnergySoft vvuc. rv4441"IIMZ . User Number: 2772 Job Number: 03031 Page:4 of 18 ENVELOPE COMPLIANCE SUMMARY PROJECT NAME one 1 21 j.0.581 I 0 Performance ENV -1 DATE 2/5/2003 on / Comments + SupPort + Support (faces Ad + Support + Sunnnrt Site Assembled Glazing Check box if Building is >= 100,000 sgft ofCFA and >= 10,000 sqft vertical glazing then NFRC Certification is required. Follow NFRC 100 -SB Procedures and submit NFRC Label Certificate Butte Creek Park - Building 1 SHGC OPAQUE SURFACES 1 Sk li ht Surface Framin 9 Act. 0.940 Solar Gains # Type Type Area U -Fac. Azm. Tilt Y/N 1 Roof Wood 5 756 0.051 0 0..73 Form 3 Reference 2 Demisin Wood 1 240 0.065 0 0 90 X R-19 Roof R.19.2x8.16 3 4 Wall Wall Wood 919 0.065 180 90 R-19 Wall AA1.19.2x6.16 X R-19 Wall W.1 9.2x6.16) 5 Wall Wood 866 0.065 90 �ni.,.,a 90 R-19 Wall (W.19.2x6.16) one 1 21 j.0.581 I 0 Performance ENV -1 DATE 2/5/2003 on / Comments + SupPort + Support (faces Ad + Support + Sunnnrt Site Assembled Glazing Check box if Building is >= 100,000 sgft ofCFA and >= 10,000 sqft vertical glazing then NFRC Certification is required. Follow NFRC 100 -SB Procedures and submit NFRC Label Certificate # Type Area U -Fac. Act. Azm. SHGC Form. Glazing T Type 1 Sk li ht 8 0.940 p Location/ Comments 2 Sk light 8 0.940 0 0..73 Double Metal l Clear Default howroom + Su ort 3 Sk light 8 0.940 0 073 Double MetClear Default howroom + Su ort 4 S 8 0.940 0 0.73 Double Metal Clear Default howroom + Su ort T Sk light 8 0.940 0 0.73 Double Metal Clear Default howroom + Su l2ort 6 Skylight 8 0.940 0 0.73 1 Double Metal Clear Default howroom +Sup ort 7 Skylight 8 0.940 0 0.73 Double Metal Clear Default howroom + Support 8 Sk li ht 8 0.940 0 0.73 Double Metal Clear Default howroom + Su ort 9 Sk li ht 8 0.940 0 0.73 Double Metal Clear Default howroom + Su ort 10 Sk li ht 8 0.940 0 073 . ea Double Mtl Clear Default howroom + Support 11 Sk li ht 8 0.940 0 0.73 Double Metal Clear Default howroom + Support 12 Sk li ht 8 0.940 0 0.73 Double Metal Clear Default howroom + Su ort 13 Window 21 0.720 180 0.73 Double Metal Clear Default howroom + Su ort 14 Window 24 0.870 90 0.73 0.70 Double Metal Clear Default howroom + Su ort 15 Window 42 0.850 90 0.70 Double Metal Clear Default howroom + Su ort Double Metal Clear Default howroom + Su ort EXTERIOR SHADING # Exterior Shade Type Window SHGC Hgt. Wd. Overhang I o„ u.,• 0-4, MET.- Left Fin Right Fin 4 12 1 N 13 N 14 N 3.1 1.00 1.00 1.00 1 6.0 7.0 7.0 6.0 zn Time.: o_2/( User Number: 2772 2.0 6.0 6.0 2.0 6.0 6.0 z12 Run Co Job Number: 03031 of 18 C NVELOPE COMPLIANCE SUMMARY PROJECT NAME Butte Creek Park - Buildi Surface Framing Act. Solar Gains # Type Type Area U -Fac. Azm. Tilt Y/N Form 3 Reference Performance ENVA DATE 2/5/2003 on / Comments ion is required. "Comments Right Fin Dist. Len Hat. Page:6 of 18 IGHTING COMPLIANCE SUMMARY PROJECT NAME Butte Creek Park - Buildinq 1 Part 1 of 2 LTG -1 ::?AT21512 0 0 3 Total 4,516 U Efficacy and Control Requirement of5130(c) Portable Lighting (From LTG -1) L �J ❑ Control Requirements of §131(D Less Control Credit Watts (From LTG -3) �] MANDATORY AUTOMATIC CONTROLS Adjusted Actual Watts 4,516 IGHTING COMPLIANCE SUMMARY NAME Butte Creek Park - Buildi Part 2 of 2 LTG -1 DATE 2/5/2003 �A ROOM # OR ZONE ID a PORTABLE LIGHTING 00 o a a LUMIN. # OF WATTS PER TASK AREA # OF TASK TOTAL TOTAL FIXT. FIXTURE /cut AREA (SF) WATTS (CERTIFICATE OF COMPLIANCE PROJECT NAME Butte Creek Park - Buildinq 1 SYSTEM NAME TIME CONTROL ISOLATION ZONES HEAT PUMP THERMOSTAT? ELECTRIC HEAT? VAV MINIMUM POSITION CON SIMULTANEOUS HEAT/COOL? VENTILATION r AMPER CONTROL R TYPE CFM MECH-3, COLW UIPMENT TYPE HEATING EQUIPMENT EFFICIENCY COOLING EQUIPMENT TYPE COOLING EQUIPMENT EFFICIENCY MAKE AND MODEL NUMBER PIPE INSULATION REQUIRED? PIPE/DUCT INSULATION PROTECTE HEATING DUCT LOCATION I R-vei i Performance MECH-1 DATE 2/5/2003 CODE TABLES: Enter code from table below into columns above HEAT PUMP THERMOSTAT? TIME CONTROL SETBACK CTRL. ISOLATION ZONES FAN CONTROL ELECTRIC HEAT? VAV MINIMUMPOSITION CONTROL? S: Prog. Switch O: Occupancy H: Heating C: Cooling Enter Number of Isolation Zones. I: Inlet Vanes SIMULTANEOUS HEAT/ COOL? Y: Yes Sensor M: Manual Timer B: Both P: Variable Pitch V: VFD HEAT AND COOL SUPPLY RESET? N: No O: Other C: Curve HIGH EFFICIENCY( B: AiENTILA (ION AOUATDO OR DAMPER ECONOMIZER O.A. CFM PIPE INSULATION REQUIRED? : COutside Air Cert. G: Gravity W: Water Enter Outdoor Air CFM. PIPE/DUCT INSULATION PROTECTED? M: Out. Air Measure D: Demand Control N: Not Required Note: This shall be no SEALED DUCTS IN CEILING/ROOF SPACE N: Natural EC: Economizer less than Col. H on Control See Section MECH-3. 3.1 By Energysoft— ^ur.. ---- 7 U44471792 User Number: 2772 Job Number: 03031 Page:9 of 18 k MECHANICAL EQUIPMENT SUMMARY jPROJECT E _Butte7 . . ... ...... ­JCHILLER AND :)WERgUMMA -Building 1 Part 1 of 2 DATE MECH-2 5/2003 Tot. Motor Drive Pump _J�quipment Name Equipment Type Q Effi ienc Tons Qty GPM I BHP Eff. W I BOILER SUMMARY I Name System System Type Distribution Type (qtyip OWERSTREAM RP1 i 19.50 Instant Elec Standard 2 T__ rCENTRAL (STEM RATINGS HEATING ATING Type ty. Qt Aux. System Name _Sytm r T Q Output �U.7 BRYANT yp 0 —Pqt kW — Eff. !311 JAV0661/563CN?�960 Split DX 3 8 89,000 0.0 80% AFU CENTRAL SYSTEM FAN SUMMARY_ J Energy Factortandby JT�i_NKINSULT Rated Vol. or Recovery Loss or I Ext I Input Is— Efficiency_ R -Val. 1 32,424 0 0.9 n/a n/a tryciency I Economizer I 0.0 SEER / 9.3 EER No Economizer MECHANICAL EQUIPMENT SUMMARY PROJECT NAME ark - Buildi S Room Name Motor Drive Q CFM BHP Eff. Eff. Showroom + Support 3 100 0.02 77.0°/ 100.0% �%ull initiation i Ime: 02/( 3.1 By EnergySoft User Number: 2772 Room Name Job Number: 03031 Part 2 of 2 DATE _. fTERMINAL AN r Motor Drive Ir CFMHP Elf. Eff. Motor Drive CFM I BHP Eff. Eff. MECH-2 3 Outpul 11 of 18 ECHANICAL VENTILATION PROJECT NAME Butte Creek Park - Buildi 0 MECH-3 -------]-DATE 2/5/2003 oR o o a a ENVELOPE MANDATORY MEASURES PROJECT NAME — Butte Creek Park = Build DESCRIPTION X §118(a) Installed Insulating Material shall have been certified by the manufacturer to comply with the California Quality Standards for insulating material, Title 20, Chapter 4, Article 3. ;X § 118(c) All Insulating Materials shall be installed in compliance with the flame spread rating and smoke density requirements of Sections 2602 and 707 of Title 24, Part 2. , § 117(a) All Exterior Joints and openings in the building that are observable sources of air leakage shall be caulked, gasketed, weatherstripped or otherwise sealed. X, § 116(b) Site Constructed Doors, Windows and Skylights shall be caulked between the unit and the building, and shall be weatherstripped (except for unframed glass doors and fire doors). 1 X • § 116(a)1 Manufactured Doors and Windows installed shall have air infiltration rates not exceeding those shown in Table Number 1-E. of the Standards. Manufactured fenestration products must be labeled for U -value according to NFRC procedures. X §118(e) Demising Walls in Nonresidential Buildings: The opaque portions of framed demising walls in nonresidential buildings shall have insulation with an installed R -value of no less than R-11 between framing members. I EnergyPro 3.1 By EnergySoft User Number: 2772 Job Number: 03031 ENV -MM IDATE 1 --- --- ---2/5/2003_ ..._..1 Designer_ Enforcement age:13 of 18 IGHTING MANDATORY MEASURES :PROJECT NAME Butte Creek Park - Buildinq 1 DESCRIPTION § 131(d)l For every floor, all interior lighting systems shall be equipped with a separate automatic control to shut off the lighting. This automatic control shall meet the requirements of Section 119 and may be an occupancy sensor, automatic time switch, or other device capable of automatically shutting off the lighting. •X § 131(d)20verride for Building Lighting Shut-off: The automatic building shut-off system is provided with a manual, accessible override switch in sight of the lights. The area of override is not to exceed 5,000 square feet. § 119(h) Automatic Control Devices Certified: All automatic control devices specified are certified, all alternate equipment shall be certified and installed as directed by the manufacturer. X ! § 111 Fluorescent Ballast and Luminaires Certified: All fluorescent fixtures specified for the project are certified and listed in the Directory. All installed fixtures shall be certified. i i� § 132 Tandem Wiring for One and Three Lamp Fluorescent Fixtures: All one and three lamp fluorescent fixtures are tandem wired with two lamp ballasts where required by Standards Section 132; or all one and three lamp fluorescent fixtures are specified with electronic high -frequency ballasts and are exempt from tandem wiring requirements. X : § 131(a) Individual Room/Area Controls: Each room and area in this building is equipped with j a separate switch or occupancy sensor device for each area with floor -to -ceiling walls. I AlA § 131(b) Uniform Reduction for Individual Rooms: All rooms and areas greater than 100 square feet and more than 0.8 watts per square foot of lighting load shall be j controlled with bi-level switching for uniform reduction of lighting within the room. X; § 131(c) Daylight Area Control: All rooms with windows and skylights that are greater than 250 square feet and that allow for the effective use of daylight in the area shall have 50% of the lamps in each daylit area controlled by a separate switch; or the effective use of daylight cannot be accomplished because the windows are continuously shaded by a building on the adjacent lot. Diagram of shading during different times of the year is included on plans. § 131(f) Control of Exterior Lights: Exterior mounted fixtures served from the electrical panel inside the building are controlled with a directional photo cell control on the roof and a corresponding relay in the electrical panel, or uses an astronomical time clock. § 131(e) Display Lighting. Display lighting shall be separately switched on circuits that are 20 amps or less. § 130(c) Efficacy of Exterior Lights: Exterior mounted fixtures with lamps over 100 Watts served from the electrical panel inside the building have a source efficacy of at least 60 lumens per Watt, or are controlled by a motion sensor. EnergyPro 3.1 By EnergySoft_ User Number 2772 _ _ — _ _ Job Number: 03031 LTG -MM DATE ___ 2/5/2003.__._._1 Enforcement _ Pag . of 18—_ MECHANICAL MANDATORY MEASURES Part 1 of 2 MECH-MM IPROJECT NAME -DATE Butte Creek Park - Building 1 DESCRIPTION Equipment and Systems Efficiencies §111 Any appliance for which there is a California standard established in the Appliance Efficiency Regulations will comply with the applicable standard. !XI § 115(a) Fan type central furnaces shall not have a pilot light. 'X § 123 Piping, except that conveying fluids at temperatures between 60 and 105 degrees Fahrenheit, or within HVAC equipment, shall be insulated in accordance with Standards Section 123. ;X, § 124 Air handling duct systems shall be installed and insulated in compliance with Sections 601, 603 and 604 of the Uniform Mechanical Code. Controls § 122(e) Each space conditioning system shall be installed with one of the following: I § 122(e)1A Each space conditioning system serving building types such as offices and manufacturing facilities (and all others not explicitly exempt from the requirements of Section 112 (d)) shall be installed with an automatic time switch with an accessible manual override that allows operation of the system during off -hours for I up to 4 hours. The time switch shall be capable of programming different schedules for weekdays and weekends; incorporate an automatic holiday "shut- off' feature that turns off all loads for at least 24 hours, then resumes the normally scheduled operation; and has program backup capabilities that prevent the loss of the device's program and time setting for at least 10 hours if power is interrupted; or § 122(e)1 B An occupancy sensor to control the operating period of the system; or § 122(e)1C A 4 -hour timer that can be manually operated to control the operating period of the system. 1 X: § 122(e)2 Each space conditioning system shall be installed with controls that temporarily restart and temporarily operate the system as required to maintain a setback heating and/or a setup cooling thermostat setpoint. § 122(g) Each space conditioning system serving multiple zones with a combined conditioned floor area more than 25,000 square feet shall be provided with isolation zones. Each zone: shall not exceed 25,000 square feet; shall be provided with isolation devices, such as valves or dampers, that allow the supply of heating or cooling to be setback or shut off independently of other isolation areas; and shall be controlled by a time control device as described above. X § 122(a&b) Each space conditioning system shall be controlled by an individual thermostat that responds to temperature within the zone. Where used to control heating, the control shall be adjustable down to 55 degrees F or lower. For cooling, the control shall be adjustable up to 85 degrees F or higher. Where used for both heating and cooling, the control shall be capable of providing a deadband of at least 5 degrees F within which the supply of heating and cooling is shut off or reduced to a minimum. i X: § 122(c) Thermostats shall have numeric setpoints in degrees Fahrenheit (F) and adjustable setpoint stops accessible only to authorized personnel. § 112(b) Heat pumps shall be installed with controls to prevent electric resistance supplementary heater operation when the heating load can be met by the heat pump alone. EnergyPro 3.1 By EnergySoft _— User Number: 2772 Job Number: 03031 Designer IEnforcement I i i I i Page:15 of 18 MECHANICAL MANDATORY MEASURES Part 2 of 2 MECH-MM iPROJECT NAME (DATE Butte Creek Park - Building 1 ............ i _ 2/5/2003 _...._i Description Ventilation X ; § 121(e) Controls shall be provided to allow outside air dampers or devices to be operated at the ventilation rates as specified on these plans. X § 122(f) Gravity or automatic dampers interlocked and closed on fan shutdown shall be 1!X § 122(f) provided on the outside air intakes and discharges of all space conditioning and exhaust systems. All gravity ventilating systems shall be provided with automatic or readily accessible manually operated dampers in all openings to the outside, except for combustion air openings. § 121(f)1 Air Balancing: The system shall be balanced in accordance with the National Environmental Balancing Bureau (NEBB) Procedural Standards (1983), or Associated Air Balance Council (AABC) National Standards (1989); or § 121(f)2 Outside Air Certification: The system shall provide the minimum outside air as shown on the mechanical drawings, and shall be measured and certified by the installing licensed C-20 mechanical contractor and certified by (1) the design mechanical engineer, (2) the installing licenced C-20 mechanical contractor, or (3) the person with overall responsibility for the design of the ventilation system; or § 121(f)3 Outside Air Measurement: The system shall be equipped with a calibrated local or remote device capable of measuring the quantity of outside air on a continuous basis and displaying that quantity on a readily accessible display divice; or § 1.21(f)4 Another method approved by the Commission. Service Water Heating Systems ' § 113(b)2 If a circulating hot water system is installed, it shall have a control capable of automatically turning off the circulating pump(s) when hot water is not required. :X: § 113(b)3B Lavatories in restrooms of public facilities shall be equipped with controls to limit the outlet temperature to 110 degrees F. § 113(b)3C Lavatories in restrooms of public facilities shall be equipped with one of the following: Outlet devices that limit the flow of hot water to a maximum of 0.5 gallons per minute. Foot actuated control valves, and outlet devices that limit the flow of hot water to a maximum of 0.75 gallons per minute. Proximity sensor actuated control valves, and outlet devices that limit the flow of hot water to a maximum of 0.75 gallons per minute. Self-closing valves, and outlet devices that limit the flow of hot water to a maximum of 2.5 gallons per minute, and 0.25 gallons/cycle (circulating system). Self-closing valves, and outlet devices that limit the flow of hot water to a maximum of 2.5 gallons per minute, and 0.50 gallons/cycle (non -circulating system). Self-closing valves, and outlet devices that limit the flow of hot water to a maximum of 2.5 gallons per minute, and 0.75 gallons/cycle (foot switches and proximity sensor controls). EnergyPro 3.1 By EnergySoft User Number: 2772 Job Number: 03031 esigner jEnforcement _--------------Page: 16 of 18 % w) JHVAC SYSTEM HEATING AND COOLING LOADS SUMMARY ik 0JE_CT_NAM_E_­ DATE I i __ Butte Creek Park - Building 1 2/5/200,3__,__-1 (SYSTEM NAME FLOOR AREA Showroom + Sup_port Rooms 5,822 i EM LOAD !Number of Systems-- — — _� --31 COIL COOLING PEAK I COIL HTG. PEAK.1 I _qFNIJSensi1�1e LaTent] I CF Sensible Heating System 89,000 49,5 Output per System Total Room Loads 9,51581 127,8951 37,82011 1,53 26 Total Output (B tuh) 267-000 Return Vented Lighting 0 I Output (Btuh/sqft) 45.9 Return Air Ducts 6,395 2,4761 lCooling System Return Fan 0 0 826 1,339i E --------- 3817561 14.7, Output per System 58.000 Ventilation 1,3391 i8,343 Total Output (Btuh) 174,000 Supply Fa 01 01 I n ....... --- - .-I Total Output (Tons) 14.5 I Supply Air Ducts 6,3951 2.476i .9 Total Output (Btuh/sqft) 29( - — I TOTAL SYSTEM LOAD E_I'�9L4951 .994] 2L822 Total Output (sqft/Ton) 401.5 -Air System----- 1HVAC EQUIPMENT SELECTION CFM per System 2,000 BRYANT 31 1JAV0661/563CN:35,141 1 267,000 Airflow (cfm) 6.000 Airflow (cfm/sqft) 1.03 Airflow (cfm/Ton) 413.8 Total Adjusted System Output Outside Air 223 (Adjusted for Peak Design Conditions) [__131 35,14..267,0001 Outside Air (cfm/sqft) 0.23 TIME OF SYSTEM PEAK 3 prn, i Jan 12 ami Note: values above -given at ARI conditions RATING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Heating Peak) 1 22.0 OF 59.0 OF 59.0 OF -)0 0 Outside Air 1339 cfm 69.6 OF 100.5 OF Supply Fan Heating Coil 6000 cfm >% Return Air Ducts 1-1 Supply Air Ducts 100.1 OF 1_30OMS-1 70.0 OF F—OOLING SYSTEM PSYCHROMETRICS (Airstream TemDeratures at Time of Coolina Peak) 102.0 / 70.7 OF ;l Outside Air 1339 cfm 75.0 / 65.5 OF 81.0/66.6 OF 81.0/66.6 OF60.5/58.5 OF e =1 1� 0 C C I A; U Supply Fan Cooling Coil 6000 cfm EnergyPro 3.1 By EnergySoft User Number: 2772 7 upp y r LJUCLS 61.5158.9 OF 62.8% R.H. R-00 Ms] 74.0 165.2 OF Return Air Ducts Job Number: 03031 Page:.17 of 18 , , A� ROOM LOAD SUMMARY PROJECT NAME Butte Creek Park - Building1 DATE 2/5/2003 SYSTEM NAME Showroom + Support Rooms FLOOR AREA 5,822 ROOM LOAD SUMMARY ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK ZONE NAME ROOM NAME Mult. CFM SENSIBLE LATENT CFM SENSIBLE LATENT CFM SENSIBLE Showroom + Support Showroom +Support 1 9,599 128,444 37,820 9,558 127,895 37,820 1,534 49,526 PAGE TOTAL 1 9,558 127,895 37.82011 TOTAL 1 9,558 127,895 37,821. 1,534 49,526 1,534 49,526 EnergyPro 3.1 By EnergySoft User Number: 2772 Job Number: 03031 Page: 18 of 18 ENERGY CALCULATION SERVICES p " Auditing, Analysis and Documentation � M 6 A L L Y CEC Certified Energy Plans Examiner - RES91-1006 / NR -91 -1002 -C -HERS Analysts - RD/FmHa Auditors -Member of RRHA of Texas Title 24 Energy Documents Building Butte Creek Park Chico, CA Job# 03031 February 5, 2003 1907 Mangrove Avenue, Suite E ecs@energyguru.com 877 /530.894.8466 tel. Chico, California 95926 Est. 1989 530.894.3422 fax. I TABLE OF CONTENTS I Table of Contents Nonresidential Performance Title 24 Forms Form ENV -MM Envelope Mandatory Measures Form LTG -MM Lighting Mandatory Measures Form MECH-MM Mechanical Mandatory Measures HVAC System Heating and Cooling Loads Summary Room Load Summary EnergyPro 3.1 By EnergySoft Job Number: 03031 1 2 13 14 15 17 18 I User Number: 2772 — , PERFORMANCE CERTIFICATE OF COMPLIANCE Part 1 of 3 PERF -1 PROJECT NAME — DATE Butte Creek Park - Building_1 _ 2/5/2003 PROJECT ADDRESS Southgate Avenue _Chico __ PRINCIPAL DESIGNER -ENVELOPE Building 9 Permit # DOCUMENTATION AUTHORTELE­PH ONE Checked by/Date Energy Calculation Services _ _ 1 (530) 894-8466 Enforcement Agency Use GENERAL INFORMATION DATE OF PLANS !BUILDING CONDITIONED FLOOR AREA 'CLIMATE ZONE 01 /2003 5,822 Sq. Ft. 11 BUILDING TYPE XONRESIDENTIAL HIGH RISE RESIDENTIAL HOTEUMOTEL GUEST ROOM PHASE OF CONSTRUCTION X I NEW CONSTRUCTION 1 ADDITION L _� ALTERATION EXISTING + ADDITION STATEMENT OF COMPLIANCE This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6, of the State Building Code. This certificate applies only to a Building using the performance compliance approach. DOCUMENTATION AUTHOR 'SIGNATURE Q DATE Marty Runnells_ The Principal Designers hereby certify that the proposed building design represented in the construction documents and modelled for this permit application are consistent with all other forms and worksheets, specifications, and other calculations submitted with this permit application. The proposed building as designed meets the energy efficiency requirements of the State Building Code, Title 24, Part 6. ENV. LTG. MECH. 1. 1 hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am licensed as a civil engineer, mechanical engineer, electrical engineer or architect. 2. 1 affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code Section 5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed contractor preparing documents for work that I have contracted to perform. 3. 1 affirm that I am eligible under Division 3 of the Business and Professions Code to sign this document because it pertains to a structure or type of work described as exempt pusuant to Business and Professions Code Sections 5537, 5538, and 6737.1. (These sections of the Business and Professions Code ae printed in full in the Nonresidential Manual.) Indicate location on plans of Note Block for Mandatory Measures Required Forms ENV -1 _ PRINCIPAL ENVELOPE DESIGNER - NAME _. ­ SIGNATURE ____ - !LIC. NO. - DATE j LIGHTING COMPLIANCE ' Indicate location on plans of Note Block for Mandatory Measures Required Forms I LTG -1 PRINCIPAL LIGHTING DESIGNER - NAME SIGNATURE LIC. NO. DATE MECHANICAL COMPLIANCE Indicate location on plans of Note Block for Mandatory Measures , _ Required FormsMECH_-1 M_ ECH-2 MECH-3 J. PRINCIPAL MECHANICAL DESIGNER - NAME SIGNATURE ;LIC. NO. I DATE Run Initiation Time: 02/05/03 11:03:12 Run Code: 1044471792 EnergyPro 3.1 By EnergySoft User Number: 2772 Job Number: 03031 Page:2 of 18 [PERFORMANCE CERTIFICATE OF COMPLIANCE Part 2 of 3 PERF -1 ( Butte Creek Park - Building 1 DATE2/5/2003 ANNUAL SOURCE ENERGY USE SUMMARY kBtu/s ft- r Standard Proposed Compliance ENERGY COMPONENT Design Design Margin 0 SW dartl _ Proposed Space Heating 6.05 9.02 -2.97 - Space Cooling 33.91 25.97 7.94 smo.coaao ^^ Indoor Fans 20.82 18.76 2.06 Heat Rejection 0.00 0.00 0.00 Pumps & Misc. 0.00 0.00 0.00 Domestic Hot Water 18.09 17.00 1.08 °M Lighting 50.09 22.83 27.26 Receptacle 15.92 15.92 0.00 Process 0.00 0.00 0.00L;�� 0 1.0 20 30 4,0 50 TOTALS: 144.86 109.50 35.37 k8lursgn-yr BUILDING COMPLIES GENERAL INFORMATION BuildingOrientation (North) 0 deg Conditioned Floor Area 5,822 sgft. Number of Stories 1 Unconditioned Floor Area 10,148 sgft. Number of Systems 3 Conditioned Footprint Area 5,852 sgft. Number of Zones 2 Orientation Gross Area Glazing Area Glazing Ratio Front Elevation (North) 800 sgft. o sgft. 0.0% Left Elevation (East) 1,100 sqft. 234 sgft. 21.3% Rear Elevation (South) 940 sgft. 21 sgft. -2.2% Right Elevation (west) 0 sgft. 0 sgft. 0.0°i° Total 2,840 sgft. 255 sgft. 9.0% Roof 5 852 sgft. 96 sgft. 1.6% Standard Proposed Lighting Power Density 1.700 wisgft. 0.776 wisgft. Prescriptive Env. Heat Loss 775 744 Prescriptive Env. Heat Gain 96,010 95,232 Remarks: Run Initiation Time: 02/05/03 11:03:12 Run Code: 1044471792 EnergyPro 3.1 By EnergySoft User Number: 2772 Job Number: 03031 Page:3 of 18 ERFORMANCE CERTIFICATE OF COMPLIANCE NAME Butte Creek Park - Buildin Part 3of3 DATE It ,17 PERF -1 ,��••••�a• 1 anu uucumentation, ana special verification to be used with the performance a - o'-_...- rmines the adequacy of the justification, and may reject a building or design that otherwise complies based ontheadequacy of the special justificational enforcement agency and documentation submitted. C.,—p.�onal leaiures nstea in this performance approach application have specifically been reviewed. Adequate written justification and documentation for their use have been provided by the applicant. Authorized Signature or Stamp 3.1 By EnergySoft User Number: 2772 Job Number: 03031 Page:4 of 18 Plan Field Tr.e C.,—p.�onal leaiures nstea in this performance approach application have specifically been reviewed. Adequate written justification and documentation for their use have been provided by the applicant. Authorized Signature or Stamp 3.1 By EnergySoft User Number: 2772 Job Number: 03031 Page:4 of 18 1r_1M V CLUrt UUMPLIANCE SUMMARY PROJECT NAME Butte Creek Park - Building 1 OPAQUE SURFACES Surface FramingSolar Act. Gains # Type Type Area U -Fac- Azm. Tilt Y/N Form 3 Reference 1 Roof Wood 5,756 0.051 0 0 X R-19 Roof R.19.2x8.16 2 Demisin Wood 1 240 0.065 0 90 R-19 Wall W.19.2x6.16 3 Wall Wood 919 0.065 180 90 X R-19 Wall W.19.2x6.16 4 Wall Wood 866 0.065 90 90 R-19 Wall 19.2x6.16 5 Wall Wood 779 0.065 0 90 R-19 Wall W.19.2x6.16 6 Door None 21 0.581 0 90 X Hollow Metal Door Performance ENV 1 DATE 2/5/2003 Location /Comments Showroom + Su port Showroom + Support faces Ad'acent Ware Showroom + Su ort Showroom + Su ort Showroom +Support Showroom + Support - - Area U -Fac. Act. zm.1 SHGC Glazing TyMastLocation /Comments 1 Sk li ht 2 Sk li ht 8 0.940 0 0.73 Double Metal Clear Delt howroom + Su ort 3 Sk li ht 8 0.940 0 0.73 Double Metal Clear Det howroom + Su ort 4 Skylight 8 0.940 0 0.73 FENESTRATION SURFACES ort 5 Skyliqht 8 8 Site Assembled Glazing n Check box if Building is >= 100,000 sgft of CFA and >= 10,000 sqft vertical alazina then NFRr: r.Prtifir•arin # Type ­UCUa,Cs dna 5uom11 W -KU Lapei certificate Form. - - Area U -Fac. Act. zm.1 SHGC Glazing TyMastLocation /Comments 1 Sk li ht 2 Sk li ht 8 0.940 0 0.73 Double Metal Clear Delt howroom + Su ort 3 Sk li ht 8 0.940 0 0.73 Double Metal Clear Det howroom + Su ort 4 Skylight 8 0.940 0 0.73 Double Metal Clear Det howroom + Su ort 5 Skyliqht 8 8 0.940 0 0.73 Double Metal Clear Det howroom + Su ort 6 Sk li ht 0.940 0 0.73 Double Metal Clear Det howroom + Support 7 Sk li ht 8 8 0.940 0 0.73 Double Metal Clear Det howroom + Su ort 8 Sk li ht 8 0.940 0 -0-0.73 0.73 Double Metal Clear Det howroom + Su ort 9 Sk li ht 8 0.940 Double Metal Clear Det howroom + Su ort 10 Sk li ht 0.940 0 0.73 Double Metal Clear Det howroom + Su Sk li ht 8 8 0.940 0 0.73 Double Metal Clear Det howroom + Su o11 12 Sk li ht 8 0940 0 0.73 Double Metal Clear De howroom + Su Window 0.940 0 0.73 Double Metal Clear De howroom + Su ort13 14 Window 21 24 0.720 180 0.73 Double Metal Clear Def howroom + Su ort 15 Window 42 0.870 0.850 90 0.70 Double Metal Clear Def howroom + Su ort 90 0.70 Double Metal Clear Def howroom + Su ort EXTERIOR SHADING # Exterior Shade Type Window SHGC Hgt. Wd. Overhang Left Fin Right Fin 1 None -Len. Hgt. LExt.RExt. Dist. Len. H t. Dist. Len. H t. 1.00 2 , None 1.00 3 None 1.00 4 None 1.00 5 None 1.00 6 None 1.00 7 None 1.00 8 None 100 9 None 1.00 10 None 1.00 11 None 1.00 12 None 1.00 13 None 0.76 14 None 0.76 6.0 7.0 7.5 2.0 6.0 6.0 15 None 0.76 7.0 6.0 7.5 2.0 6.0 6.0 Run Initiation Time: / :12 Run Code: 1044471792 EnergyPro 3.1 By EnergySoft User Number: 2772 Job Number: 03031 Page:S of 18 r-1kit/��■ Awe Ir-1vvcLyrt t umpLIANCE SUMMARY Performance ENV 1 PROJECT NAME Butte Creek Park - Building 1 DATE 2/5/2003 OPAQUE SURFACES Surface Framin Solar 9 Act. Gains # Type Type Area U -Fac. Azm. Tilt y/N Form 3 Reference Location / Comments IEEE SURFACES FENESTRATION LIGHTING COMPLIANCE SUMMARY PROJECT NAME Butte Creek Park - Buildi Part 1 of 2 LTG -11 DATE 2/5/2003 Meets I Total 4,516 U Efficacy and Control Requirement of§130(c) Portable Lighting (From LTG -1) ❑ Control Requirements of§131(f) Less Control Credit Watts (From LTG -3) MANDATORY AUTOMATIC CONTROLS Adjusted Actual Watts 4 CONTROL LOCATION CONTROL CONTROL TYPE NOTE TO (Room #) IDENTIFICATION (Auto Time Switch, Exterior, etc.) SPACE CONTROLLED FIELD CONTROI S Fr—)P- r P1=n1T CONTROL LOCATION (Room # or Dwg. #) CONTROL IDENTIFICATION CONTROLTYPE (Occupant, Daylight, Dimming, etc.) 1l1T IGHTING COMPLIANCE SUMMARY OJECT NAME Butte Creek Park - Buildinq 1 A Part 2 of 2 LTG -1 DATE 2/5/2003 LB] ROOM # PORTABLE LIGHTING OR ZONE ID ROOM #TOTAL AREA I OR ZONE ID (SF) TOTALi 0 BUILDING SUMMARY BUILDING TOTAL Run Initiation Time: 02/ EnergyPro 3.1 By EnergySoft User Number: 277; C � F a G ❑ LUMIN. # OF WATTS PER TASK AREA # OF TASK TOTAL AREA (SF) TOTAL WATTS FIXT. FIXTURE (SF) AREAS (D x E) (C x E) TOTAL 0 Designer needs to provide detailed documentation that the ligi level provided by the overhead lighting meets the needs of the space. The details include luminaire types, CU, and mounting locations relative to work areas. TOTAL AREA (SF) (FROM TABLES 1A+1B+1C) Job Number: 03031 TOTAL WATTS (FROM TABLES 1A+1B) of 18 CERTIFICATE OF COMPLIANCE PROJECT NAME Butte Creek Park - Buildinq 1 ISYSTEM NAME TIME CONTROL SETBACK CONTROL ISOLATION ZONES HEAT PUMP THERMOSTAT? ELECTRIC HEAT? FAN CONTROL VAV MINIMUM POSITION CONTROL? SIMULTANEOUS HEAT/COOL? HEATING SUPPLY RESET COOLING SUPPLY RESET HEAT REJECTION CONTROL VENTILATION OUTDOOR DAMPER CONTROL ECONOMIZER TYPE DESIGN O.A. CFM MECH-3, COLUMN I HEATING EQUIPMENT TYPE HEATING EQUIPMENT EFFICIENCY COOLING EQUIPMENT TYPE COOLING EQUIPMENT EFFICIENCY MAKE AND MODEL NUMBER PIPE INSULATION REQUIRED? PIPE/DUCT INSULATION PROTECTED? HEATING DUCT LOCATION R -VALUE COOLING DUCT LOCATION R -VALUE VERIFIED SEALED DUCTS IN CEILING/ROOF SPACE I DHW Heater Showroom + Support Roc Programmable Switch Heating & Cooling Requii n/a n/a n/a Constant Volume No No Constant Temp Constant Temp n/a Air Balance 1339 cfm Gas Furnace 80% AFUE Split DX 10.0 SEER / 9.3 EER BRYANT 1 JAV0661 /563CNX060 Yes Yes Is in Attic 4,2 Performance MECH-1 DATE 2/5/2003 CODE TABLES: Enter code from table below into columns above. HEAT PUMP THERMOSTAT? Y: Yes N: No TIME CONTROL SETBACK CTRL. ISOLATION ZONES FAN CONTROL ELECTRIC HEAT? S: Prog. Switch O: Occupancy Sensor M: Manual Timer H: Heating C: Cooling B: Both Enter Number of Isolation Zones. I: Inlet Vanes P: Variable Pitch V: VFD O: Other C: Curve VAV MINIMUM POSITION CONTROL? SIMULTANEOUS HEAT/ COOL? HEAT AND COOL SUPPLY RESET? VENTILATION B: Air Balance C: Outside Air Cert. M: Out. Air Measure D: Demand Control N: Natural OUTDOOR DAMPER A: Auto G: Gravity ECONOMIZER A: Air W: Water N: Not Required EC: Economizer Control See Section O.A. CFM Enter Outdoor Air CFM. Note: This shall be no less than Col. H on MECH-3. HIGH EFFICIENCY? PIPE INSULATION REQUIRED? PIPE/DUCT INSULATION PROTECTED? SEALED DUCTS IN CEILING/ROOF SPACE 3.1 B Ener Soft — r .7L Y 9Y User Number: 2772 Job Number: 03031 Page:9 of 18 IMECHANICAL EQUIPMENT SUMMARY IRSUMMART DATE 2/5/2003 /| _�g ��o�,| !/ | �� |"Eff. Control n"� | Pump � | ' Syste i — | - / - | . — ! Name ------- AM RP1 System ype Qty Rated Distribution Type ty Input Vol. (Gals.) Energy Factor or Recovery Efficie�Ey StandW—] Loss or Pilot Drive Eff. 97.0% tStai RETURN J BH FAN Motor Eff. Eff. IF- _.qym§tem Name BR YANT i311JAV0661/563CNX060 Fan TY ConstantVolu e Blow -Through 'hrough 9 5 'UR L7 CFM 2,000 F2, BHP 0.75 motor Effe 77.0% Drive Eff. 97.0% n RETURN J BH FAN Motor Eff. Eff. {| ------------ Run I EnergyPro 3.1 .. By_EnergySoft User Number: 2772 Job �--------- Page: 10 of 18 MECHANICAL EQUIPMENT SUMMARY PROJECT NAME :e Creek Park - Buildi SUMMARY SU VAV TERMINAL BOX Min. CFM Reheat Coil S stem T e Ratio T e DeltaT Part 2of2 DATE MECH-2 Room Name Q Room Name Q CFM BHP Motor Eff. Drive Eff. Showroom + Support 3 100 0.02 77.00 100.0% Part 2of2 DATE MECH-2 Room Name Q CFM BHP Motor Eff. Drive Eff. 3.1 By EnergySoft User Number: 2772 Job Number: 03031 11 of 18 MECHANICAL VENTILATION PROJECT NAME Butte Creek Park - Buildi a a © a AREA BASIS COND. MIN. AREA CFM CFM (SF) PER SF (B x C) 5,822 0.23 1,339 MECH-3 DATE 2/5/2003 0 0© o a o n f ENVELOPE MANDATORY MEASURES -- - ----- ,PROJECT. NAME--- --- ---"` Butte Creek Park - Building 1 _ DESCRIPTION X §118(a) Installed Insulating Material shall have been certified by the manufacturer to comply with the California Quality Standards for insulating material, Title 20, Chapter 4, Article 3. ;'X' § 118(c) All Insulating Materials shall be installed in compliance with the flame spread rating and smoke density requirements of Sections 2602 and 707 of Title 24, Part 2. r X! §117(a) All Exterior Joints and openings in the building that are observable sources of air leakage shall be caulked, gasketed, weatherstripped or otherwise sealed. !X; § 116(b) Site Constructed Doors, Windows and Skylights shall be caulked between the unit I and the building, and shall be weatherstripped (except for unframed glass doors and fire doors). X § 116(a)1 Manufactured Doors and Windows installed shall have air infiltration rates not exceeding those shown in Table Number 1-E. of the Standards. Manufactured fenestration products must be labeled for U -value according to NFRC procedures. 'X § 118(e) Demising Walls in Nonresidential Buildings: The opaque portions of framed demising walls in nonresidential buildings shall have insulation with an installed R -value of no less than R-11 between framing members. I J EnergyPro 3.1 By En; n User Number: 2772— —_— Job Number: 03031 ENV -MM DATE -- ----2/5/2003_..------. .signer -_ Enforcement i Page: 13 of 18 LIGHTING MANDATORY MEASURES LTG -MM ,PROJECT NAME Butte Creek Park - Buildi DESCRIPTION 1 DATE---------- --- 2/5/2003 Designer lEnforcement X § 131 : (d)1 For every floor, all interior lighting systems shall be equipped with a separate automatic Ij control to shut off the lighting. This automatic control shall meet the requirements of Section 119 and may be an occupancy sensor, automatic time switch, or other device capable of automatically shutting off the lighting. I ,X § 131(d)20verride for Building Lighting Shut-off: The automatic building shut-off system is provided with a manual, accessible override switch in sight of the lights. The area of override is not to exceed 5,000 square feet. i i § 119(h) Automatic Control Devices Certified: All automatic control devices specified are certified, all alternate equipment shall be certified and installed as directed by the I` manufacturer. X , § 111 Fluorescent Ballast and Luminaires Certified: All fluorescent fixtures specified for the project are certified and listed in the Directory. All installed fixtures shall be certified. § 132 Tandem Wiring for One and Three Lamp Fluorescent Fixtures: All one and three lamp �— fluorescent fixtures are tandem wired with two lamp ballasts where required by Standards Section 132; or all one and three lamp fluorescent fixtures are specified with electronic high -frequency ballasts and are exempt from tandem wiring i requirements. § 131(a) Individual Room/Area Controls: Each room and area in this building is equipped with a separate switch or occupancy sensor device for each area with floor -to -ceiling walls.— X I §131(b) Uniform Reduction for Individual Rooms: All rooms and areas greater than 100 square feet and more than 0.8 watts per square foot of lighting load shall be j controlled with bi-level switching for uniform reduction of lighting within the room. 1 'Xi §131(c) Daylight Area Control: All rooms with windows and skylights that are greater than 250 square feet and that allow for the effective use of daylight in the area shall have 50% of the lamps in each daylit area controlled by a separate switch; or the effective use of daylight cannot be accomplished because the windows are continuously shaded by a building on the adjacent lot. Diagram of shading during different times of the year is included on plans. jX § 131(f) Control of Exterior Lights: Exterior mounted fixtures served from the electrical panel i inside the building are controlled with a directional photo cell control on the roof and a corresponding relay in the electrical panel, or uses an astronomical time clock. -- — — — -- — • —I X § 131(e) Display Lighting. Display lighting shall be separately switched on circuits that are i 20 amps or less. j I I § 130(c) Efficacy of Exterior Lights: Exterior mounted fixtures with lamps over 100 Watts I ; I served from the electrical panel inside the building have a source efficacy of at i least 60 lumens per Watt, or are controlled by a motion sensor. i t I I I ------------------ EnergyPro 3.1 By EnergySoft User Number: 2772 Job Number: 03031 Page: 14 of 18 (MECHANICAL MANDATORY MEASURES Part 1 of 2 MECH-MM (PROJECT NAME Butte Creek Park - Building 1 DESCRIPTION Equipment and Systems Efficiencies §111 ;X! § 115(a) ':X § 123 i X : § 124 Any appliance for which there is a California standard established in the Appliance Efficiency Regulations will comply with the applicable standard. Fan type central furnaces shall not have a pilot light. Piping, except that conveying fluids at temperatures between 60 and 105 degrees Fahrenheit, or within HVAC equipment, shall be insulated in accordance with Standards Section 123. Air handling duct systems shall be installed and insulated in compliance with Sections 601, 603 and 604 of the Uniform Mechanical Code. Controls § 122(e) Each space conditioning system shall be installed with one of the following: I § 122(e)1A Each space conditioning system serving building types such as offices and manufacturing facilities (and all others not explicitly exempt from the requirements of Section 112 (d)) shall be installed with an automatic time switch with an accessible manual override that allows operation of the system during off -hours for up to 4 hours. The time switch shall be capable of programming different schedules for weekdays and weekends; incorporate an automatic holiday "shut- off' feature that turns off all loads for at least 24 hours, then resumes the normally scheduled operation; and has program backup capabilities that prevent the loss of the device's program and time setting for at least 10 hours if power is interrupted; or § 122(e)1 B An occupancy sensor to control the operating period of the system; or § 122(e)1C A 4 -hour timer that can be manually operated to control the operating period of the system. 'X? § 122(e)2 Each space conditioning system shall be installed with controls that temporarily i restart and temporarily operate the system as required to maintain a setback heating and/or a setup cooling thermostat setpoint. § 122(g) Each space conditioning system serving multiple zones with a combined i conditioned floor area more than 25,000 square feet shall be provided with isolation zones. Each zone: shall not exceed 25,000 square feet; shall be provided with isolation devices, such as valves or dampers, that allow the supply of heating or cooling to be setback or shut off independently of other isolation areas; and shall be controlled by a time control device as described above. 122 a8 X. § ( b) Each space conditioning system shall be controlled by an individual thermostat j that responds to temperature within the zone. Where used to control heating, the control shall be adjustable down to 55 degrees F or lower. For cooling, the control shall be adjustable up to 85 degrees F or higher. Where used for both heating and cooling, the control shall be capable of providing a deadband of at least 5 degrees F within which the supply of heating and cooling is shut off or reduced to a minimum. § 122(c) Thermostats shall have numeric setpoints in degrees Fahrenheit (F) and adjustable setpoint stops accessible only to authorized personnel. § 112(b) Heat pumps shall be installed with controls to prevent electric resistance supplementary heater operation when the heating load can be met by the heat pump alone. EnergyPro 3.1 By EnergySoft — -_ User Number: 2772 Job Number: 03031 DATE 2/5/2003 Designer /Enforcement I i i i I � Page: 15 of 18 AT I I I I i i I � Page: 15 of 18 ECHANICAL MANDATORY MEASURES !PROJECT NAME Butte Creek Park - Buildi 1 Part 2 of 2 MECH-MM i Description _ Ventilation ------------------------ __--------__ i X : §121(e) Controls shall be provided to allow outside air dampers or devices to be operated at the ventilation rates as specified on these plans. !X § 122(f) Gravity or automatic dampers interlocked and closed on fan shutdown shall b �X § 122(f) § 121(f)1 § 121(f)2 !X a e provided on the outside air intakes and discharges of all space conditioning and exhaust systems. All gravity ventilating systems shall be provided with automatic or readily accessible manually operated dampers in all openings to the outside, except for combustion air openings. Air Balancing: The system shall be balanced in accordance with the National Environmental Balancing Bureau (NEBB) Procedural Standards (1983), or Associated Air Balance Council (AABC) National Standards (1989); or Outside Air Certification: The system shall provide the minimum outside air as shown on the mechanical drawings, and shall be measured and certified by the installing licensed C-20 mechanical contractor and certified by (1) the design mechanical engineer, (2) the installing licenced C-20 mechanical contractor, or (3) the person with overall responsibility for the design of the ventilation system; or § 121(f)3 Outside Air Measurement: The system shall be equipped with a calibrated local or remote device capable of measuring the quantity of outside air on a continuous basis and displaying that quantity on a readily accessible display divice; or § 121(f)4 Another method approved by the Commission. Service Water Heating Systems § 113(b)2 If a circulating hot water system is installed, it shall have a control capable of automatically turning off the circulating pump(s) when hot water is not required. § 113(b)3B Lavatories in restrooms of public facilities shall be equipped with controls to limit the outlet temperature to 110 degrees F. § 113(b)3C Lavatories in restrooms of public facilities shall be equipped with one of the following: Outlet devices that limit the flow of hot water to a maximum of 0.5 gallons per minute. Foot actuated control valves, and outlet devices that limit the flow of hot water to a maximum of 0.75 gallons per minute. Proximity sensor actuated control valves, and outlet devices that limit the flow of hot water to a maximum of 0.75 gallons per minute. Self-closing valves, and outlet devices that limit the flow of hot water to a maximum of 2.5 gallons per minute, and 0.25 gallons/cycle (circulating system). Self-closing valves, and outlet devices that limit the flow of hot water to a maximum of 2.5 gallons per minute, and 0.50 gallons/cycle (non -circulating system). Self-closing valves, and outlet devices that limit the flow of hot water to a maximum of 2.5 gallons per minute, and 0.75 gallons/cycle (foot switches and proximity sensor controls). DATE --------- ----- -- Designer jEnforcement EnergyPro 3.1 B Ener Soft Y - 9Y User Number: 2772 Job Number: 03031 Page: 16 of 18 1HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME Butte Creek Park - 2/5/2003 IsViTEM NAME Showroom + Support FLOOR AREA -port Zooms J5 822 ENGINEERING CHECKS Number of Systems (Heating System Output per Syste ' m Total Output (Btuh) Output Btuh/s qft) (Cooling System Output per System Total Output (13tuh) Total Output (Tons) Total Output (Btuh/sqft) Total Output (sqft/Ton) f(Air System CFM per System 1 Airflow (cfm) i Airflow (cfm/sqft) Airflow (cfm/Ton) Outside Air Outside Air (cfm/sqft) Note: values above given at ARI conditions 22.0 OF 59.0 OF 1 Outside Air 89,000 267,0001 1339 cfm 58,000 i Supply Fan QV 6000 cfm 69.6 OF M 29.9111 TOTAL SYSTEM LOAD 4-01.5 6,00011 1.03 413.8 22.31 — 0.231 L;U!L r COOLING P ' EAK - CFM ISensiblel Latent 2L994 BRYANT 31 1JAV06611563CNX060 131,889. 35,141 Total Adjusted System Output , - 1 (Adjusted for Peak Design Conditions) 318891 35,141 TIME OF SYSTEM PEAK 3 pmJ 59.0 OF 0 100.5 OF Heating Coil h Return Air Ducts 4 1102.0 170.7 OF 81.0 / 66.6 OF 81.0 / 66.6 OF 60.5 / 58.5 OF I I COIL HTG. PEAK I CFM Sensible 49,526] 2,47 0i 1,3391i 68,3431 01 2,4761 -II-_ 122 8221 r--- 267,000 267,0001 Jan 12, am Supply Air Ducts S 100.1 OF 70.0 OF Outside Air I Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts 111*11111r*!.— 1 89,000 267,0001 a5.9 58,000 174,000 14.5 29.9111 TOTAL SYSTEM LOAD 4-01.5 6,00011 1.03 413.8 22.31 — 0.231 L;U!L r COOLING P ' EAK - CFM ISensiblel Latent 2L994 BRYANT 31 1JAV06611563CNX060 131,889. 35,141 Total Adjusted System Output , - 1 (Adjusted for Peak Design Conditions) 318891 35,141 TIME OF SYSTEM PEAK 3 pmJ 59.0 OF 0 100.5 OF Heating Coil h Return Air Ducts 4 1102.0 170.7 OF 81.0 / 66.6 OF 81.0 / 66.6 OF 60.5 / 58.5 OF I I COIL HTG. PEAK I CFM Sensible 49,526] 2,47 0i 1,3391i 68,3431 01 2,4761 -II-_ 122 8221 r--- 267,000 267,0001 Jan 12, am Supply Air Ducts S 100.1 OF 70.0 OF Outside Air 111*11111r*!.— 1 Supply Air Ducts QV 1339 cfm Supply Fan Cooling Coil 61.5 / 58.9 OF 6000 cfrn 62.8% R.H. ROOM 1 75.0/65.50 F 74.0/65.2 OF Return Air Ducts EnergyPro 3.1 By EnergySoft User Number: 2772 —...-.----.-Job Number: 03031 Page: 17 of 18 ROOM LOAD SUMMARY PROJECT NAME Butte Creek Park - Buildi SYSTEM NAME Showroom + Support Rooms DATE 2/5/2003 FLOOR AREA onn cnergyrro s.i By EnergySoft User Number: 2772 Job Number: 03031 Page: 18 of 18 PAiiek Industries, Inc. Western Division 3140 Gold Camp Drive, Suite 140 Rancho Cordova, CA 95670 1-800-772-5351 5321 EASTSIDE FOA® RED DING CA 9SCI 01 (j'3o) 244-0700 --..__ ..... 1t)r t:t:M1I`IG (011`Q° CLIENT: M-05 _ LOCATION: z�b fswo E.D. NO.: 0 17 31 DATE WjkRNING-Ho DO NOT CUT OR ALTER'TRUSSE!"431 TRUSUS REQUIRE F.XTRENIE CARE IN HANDLING, IE C-CMON AND BRACING SEE HIB -91 SUMMARY SHEET COMMENTARY A'NO RECOMMENDATIONS FOR HANCILINIGu INSTALLING & BRACING METAL PILATE CONNECTED WOOD TRUSSES. I. C. B.O_ Research No, f-R,,q qtZ 0 'Tr. . nmBn ,. PFt7DW�f5 ;QdSt!8C?i0l4 105 gti I '` Me V�.fyc.w�v `►.wrt� `� NER-GA?75 E. MOSS LuMBF-� 5M EASTSIDE RR RD. Name: MOSS L0ABDo transti—rred from Layout n REDDING, CA 96001 lAddress: '° ` M1237 Telephone: 244-0700 I sGalet 1J ^' 'IAA. -2'1')O Tolnnh�nnr�t -1 awn By: 128 Daae` 11/1 Ol Dr 0 JOt) 'Truss ; Trus9 Tvk _.. . Oty iSSq 'ID OSS Lt i 1BER _. . _ 'M1237 AA ^AL MIP v- 1 :3 R1239017: I m055 Amber, KODING. CA 915w7-- - I '- 1 (optional i i 4-4-6 9-7-4 t0�7�tt .... 18_3.2„_ 22-1f-7 29-7-13 36.4-1 -3.0.9 ._._.w,. -.F _ ....4444-._._...,. -•-•----..1 ___..__... ..._.r.._. 49-8.14 1 56.4-5 �g.a•1261-7-10 ...---- 89-0.0 4-4-6 S-2—is 1-0-7 5-7-9 "a 8 6 8 6 6-S-6 7-7 1-0-7 S2 t3 4-4-8 Scate r+ 1:115.1 3.00 :12. 7x8 - 5x5 - 7'x8 = 5x8 _ 7x6 :- 5x5 ::: 7x8 - 5x5 3x8 3 4 5 6 7 8 g 10 3x8 ^.. _ — - ' I 12 6 .....__ ._. �Y.'.. 5x8 ..._ 3 20 19 16 17 1E 15 14 13 5x5 :_ 7x6 _ 5x8 _ 7x8 - ex 12 = 5x5 - 7X8 - 5x5 TEMP_ AND PERMANENT BRACING PLAN SHALL BE DMGNED BY QUALIFIED MZ0. DESIGNER AND APPROVED BY ARCHITECT. PROJECT ENGINEER AND LOCAL BLDG. DEPT. 9.7.4 15.8-0 1 22-11-7 29.7.13 364.3..• 43-0-9 5OA-0 56.4-12 ' • }.— ._-...��.�._—'•---�--• - �.• N -( 9-7-4 6-0-12 7-37 6-8-6 646-5 68-6 7.3-7 60-12 9-7-4 PIa2e 25ffset's IX:�iJ:--(1�-0�iT,tST87�3:0=4=0;0�-liC(5�F3�;0=4=8T,i7�F'=0:6.3=8T.Ti�(f-�O;D"2�1: f93ZS=0=T2;0=2�1�T��4=D;ifa-81: r1b�-�671�r—_— (17:0-4-0,0.4-12), (19:0.2-6,0.4-81 4----._._ ____—---_.___ --:::4444-_'•'--T--- 4444- __ -=- LOADiNG (I)sf) SPACiNG 2-0.0 CS1 DEFL in Ooc) Ildeft PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.29 VertlLL) -1.45 16 >545 M1120 220/195 TCOL 7.0 lumber Increase 1.16 BC 0.65 VerttTL) -2.2616-17 >350 BCLL 0.0 Rep Stress Incr YES WO 0.67 Hz(TL) 0.23 12 We BCDL 7.0 Code UBC971AN5195 1st LC LL Min Ildeft = 380 Weight: 1151 Ib •-- 44.44- - --- LUMBER BRACING -- _ TOP CHORD 2 X 6 DF No.1 &Btr-G TOP CHORD Sheathed at 6-0-0 or, purlins. 80T CHORD 2 x 6 OF No.1 &Str-G BOT CHORD Rigid ee)tirtg directly applied or 10-0-0 eC bating. WEBS 2 X 4 OF Stud/Std-G REACTIONS (tb/si,e) 1-2583/0.3.8,12©256310-3-8 FORCES (Ib1 - First Load Case Only TOP CHORD 1.2=-9207, 2.3=•9631, 3-4=4 3580,4.6 -17113, 5.6-.17129,6-7 -.18694, 7.8--18716, 8-9 17121, 9-10:-13580.10-11--9631.11-12 --8207 BOT CHORD 1-208895. 19.1D-9425, 18-19-1397D, til -18918692, 16-1 7=1 8689, 15.18-17121, 14-1 5=13970, 13-14=9425, 12-13-8895 WEBS 2-20-539, 3-20-16, 3-19-4440, 4-19--1622, 4-18-3913, 6-18--428, 6-119--t4647,15-17-93j 6.16--6, 7-18=-430• B-76=1879, 8.15=-950, 9-15-3321, 9-14--1522, 10-14-4440,10-13-16,11-13-539 NOTES I8) I ) This truss has been checked for unbalanced loading conditions. 21 WARNING, The unusually long span and/or configuration of this truss requires that extreme care be used In its application. Use proper transportation, unloading and erection methods. Assure that all required web lateral bracing is communicated to the building contractor. Ensure that over -al) building bracing is designed by a qualified engineer, architect, or building designer. 31 Provide adequate drainage to prevent water ponding, 4) This truss has been designed for a 10.0 fist bottom chord live load nonconcurmt with any other live loads per Table No. 16-6 UBC -97. 51 A plate rating reduction of 20% has Down applied for the green lumber members. 6) This truss has been designed with ANSIlrPI 1-1995 criteria. 7) 3 -ply truss to be connected together with 0.131'x3" Nails as follows: Toa chords connected as follows: 2 X 6 - 2 rows at 0-9-0 op. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0.9-0 fie. 8) block at brace LOAD CASE(51 Standard WARNING • Vei i/i, design parameters and RKAD NO%'E.S ON THfS AND R/:Vl:'!f5£.S1D6' !tI'PORE USh' January 31,2002 Design velld for use only wllh MITek conneefars.. This. design is based ordy upon pereraate,e shown, and to ler an Individual building component to be histatled and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of btilliilhg &WOhef —MI cess dea(gwEr. Bracing ahown is for le(aral suptiad of individual . web members, only. AdddMnal lonrporary txadng to Insure Stability drums construction to the responsibility of the erector. w Additlonal permanom bracing of the overall structure Is the responsibility of the building deaigner. For general guidance iayatdinp (abheatibn, 4dalfly ednwl, storage, delivery, erection• and bracing. consult 03T-88 MIAMI, SiandarA 036- 69 Bracing Specification, and HIB -91 Handling lnatatlatfon and Bracing Recomraeedatlon available from Tree* Plate Institute, 583 D'Onolrlo Drive. Madison. WI 53719 AST -L f...6..a,.... JnC �'cltr 'd-Z8E8'�N N] SMIS00NI `311ft-._.H601 _v00Z Cnn F7h OO nvi vaawn•i 'Frim' conn sae nne wa as •eT en ,ne inn ::cb T,�ae ! Trus. T�„ Ory R/239018; M1237 `. AS I CAL HIP f I _ - _. _ . .._ ... .. _ .. ... ...L .. _ _ ! (optional) ... _ WOW _ ........._...__. ._._ .. - rnovs )umber, R�OOINa'i;�(.`A 9fi001 4.201 �/ii• s Oct 25 200i�Mi%ie lndusftres,Tnc. Wed Jan 3-0 �i6:58:ill 2()02 �Yage 7 5.84 12`3-4 _13-3-11 19-1-13 26.0-15 3-30.0 39.11.1 46-1e-3 saes SIV8142 6".10 66-0-0 5-9-6 6-6.13 1.0-7 5.10-2 6-11-1 6-11-1 6•tt-1 6.11-1 5-10.2 1-0-7 6813 5.6-6 Scale = 1:115.1 3.00 12 5x5 2 7x8 _ 3x6 11 8x16 _ 3x6 II 8x16 __. 3)(6 li 7x8 rr 3 4 5 6 7 e 9 vx5 20 19 18 117 i6 15 14 13 12 34 II 5x6 =_ 8x12 = 3x6 II 8x16 _ 3x6 11 8x12 - 5x6 = 3x6 II TEAK. AND PEPVANE14T BRACING PLAN SHALL BE OESiGNEO BY MOLLIFIED D BLDG. OES)GNER AND APPROVED BY ARCi'JTECT, PROJECT ENGINEER AND LOCAL BLDG. OE'i. 1 5-8-6 123.0 19-t-19 26-0.15 33.0-0 39.11-1 46-103 ` 53-&12 1-.:1 86.0-0 5-85 6.6.13 6-10-9 6-11-1 6-11-1 6.11-1 6.11.1 &10-9 6.8.13 58.8 -t iaieZSffsets"()i t7r: 11:03 [ iFb 2l 1 � 1 t3 31Y1;jam :-[`1: 41 1 fTUZV�bv .0�0,0-5-OI; Ile: - ( 18:0 -3-0.0-5-01 LOADiNG Cost! I SPACiNG 2.0-0 CSf OEFL in (oc) lideft PLATESRIn? TCLL 25.0 Plates Increase 1.15 7C 0.44 VartiLL) -1.38 16 >572 MI120 220/195 TCOL 7.0 Lumber Increase 1.15 BC 0.94 Ven(TL) -2.15 16 >388 BOLL 0.0 Rep St►ess YES WB 0.78 0.29 1 SCOL 7.0 Code UBC97/AN5185 UBC9r st LCL( 1st LC LL Min IldeN = 360 Weight: 776 Ib — LUMBER - - _1 -Ji BRACING TOP CHORD 2 X 6 DF No. i &Bu -G TOP CHORD Sheathed or 4-4-12 oc puritns. BOT CHORO 2 X 8 DF No.t &8tr-G 80T CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. WEBS 2 X 4 OF Stud/Std-G REACTIONS lib/size) 1=2563/0.3-8.1 1=256310-3-8 FORCES Vb) First Load Case Only TOP CHORD 1-2 =-9270, 2-3m-9037, 3-4 11956. 4-5=-1 1 955, 5.6a-14538, 8-7 14538, 7-8--11956, 8-9--i 1956, 9.10=-9037, 10-11 =-9270 BOT CHORD 1-20-8968,19-20=8988,18-19-8829. 17-18-13093,16-17= 13893, 15-16 = 1 3893, 14-15=13893. 13-14-8829.112-13=89-68. 11-12-8988 WEBS 2.20-85, 2-19=-137, 3-19-124, 3-183404, 4-18--437, 5-18--2099, 5-17-97, 5-16=700, 6.16=-443, 7-16-700, 7-1597, 7-14=-2099. 8-14--437, 9-14=3404, 9-13-124.10-13--137, 10-12=85 NOTES (8) 1) This truss has been chocked for unbalanced loading conditions. 2) WARNING: The iirlttsUaffy tong span and/or configuration of this truss regiateS that ok1ferre care ba used in its application. Use proper transportation, unloading and erection methods. Assure that ail required web lateral bracing is communicated to the building contractor, Ensure that over-all building bracing is designed by a qualified engineer, arehiteet, 6(buftdfhg designer. 3) Provide adequate drainage to prevent water ponding. 41 Thfs truss has been designed for a 10.0 psf bottom chard live load no lconcurr-M with arty other Sra loads per Tuble No. 16-3 'USC -97. 51 A plate rating reduction of 20% has been applied for the green fumbar members. 6! This truss been designed with ANSI/TPI 1-1995 criteria. 7) 2 -ply truss to be connected together with 0.131 "x3" Nails as follows: Top chords connected ag foftw3: 2 X 9 - 2 tows at 0.9-0 oc, Bottom chords connected as follows: 2 X 6 - 2 rows at 0.9.0 oc. Webs connected as follows: 2 X 4 . 1 row at 0=9.0 oc. 8) block at brace LOAD CASEiSI Standard :WARNING - Verify de ign pai-etmerers and READ NOTF-S ON THIS ANA REVERSE SiDE BEFORE (/SE assign vaiid for use duly vtiih WrelEown6cre 3 Yids das'rgn is u`n-Ed"apart pa ,-ata:5 shrY. and is Icr en building component to be Installed and loaded vertically. Appficablity of design parameters and proper Incorporation of component is responsibillly of building designer -not tniss designer. Bracing shown is tar latent support of indhriddsl web members only. Addi nal teFtp wavy b; uchil to hours staa=fy dudng cia nSteicCsn Is the res-en!lb9ly of I!!a VRML Im Addllienal permanent bracing of the overall structure is the responslbli ty of the building designer. For general guldenee regarding labdcatien, quality control, storage, delivery, erection, and bracing, Consult OST -88 Oust" Slenderd, M- 88 Braotng Wdiild rrdii, &lid lira -91 handling Ins RoNoo oral Brag!" P.ec^_^. At—d"_ 109 avail -We liost Trtus ► jrt_L i�1.-�`.�. Plate lnatil Od�� dd-Or40£BoNwl 637/0 Inc •DNI. S3181S110Nl '1131M " NI1604 _7,OOI !£'Uel - �oo ssnu xaawnn sso - - suss vaz 0ss xv4 5b Z1 z0i9zis0 January 31,2002 'Job Truss_. .:Tress 7yee _ _ .. Oty " ;Ply 'N;03S"L""UNSER. . Plates Increase i TCDL 7.0 R1239019 M1237 AC iCAL HIP Rep Stress Incr 1 2 j BCDL 7.0 1 Code UBC97/ANSI95 1(optional) ber, EDDtNG, moss lumR CA 969'---.._.... fJ0 $:2iJi- 4-9 SRi s Jut 6 200' "MiTeli"indusfries, incl Tfiu Dari 3i" 013124:23002" 13- e 1 7 0.7 1-1-0-4 1511-11 22-1-10 294-9 36.7.7 43-10.6 _ - 50-05 50-11.12 56-11-10 BEO-0 7-0-7 7-11-13 0.11-7 6-1-15 7-2-14 7-2-14 7-2-14 6-1-15 0-11-7 7-11-13 7-0-7 Scale =1:114.6 3.00 r1"2 6x8 7x6 - 5x9 = 7x6 _ 5x8 :_ 6x8 :; 3 4 5 6 7 8 5x5 :Z 5 6 5x8 ". 18 17 16 15 14 13 12 11 3x6 II 8x17.5 M1116- 5x8 _ 7x6 = 7x8 - 3x6 II 800 3x6 II TEMP, AND PERMANENT BRACING PLAN SHALL BE DESIGNED BY QUALIFIED BLDG. DESIGNER AND APPROVED BY ARCHITECT, PROJECT ENGINEER AND LOCAL BLDG. DEPT. 7-0.7 1s o 4 ----�- —+22-11 -29-4-9 F -36-7-7 I-- 10.6 I 50-11-12I-- -�-0 se --- + 7-&7 7-11.13 7-1-8 7-2-14 7.2-14 7-2-14 7-1.6 7-11-13 7-0.7 PraTe 0-8ff'(X,YF-VV. -3�, - [4:0=3--U,U-4-1:11.--8rrva:U--2--U-, 4-A LOADING (psf) SPACING 2-0-0 TCLL 25.0 Plates Increase 1.15 TCDL 7.0 Lumber Increase 1.15 BCLL 0.0++ Rep Stress Incr YES BCDL 7.0 1 Code UBC97/ANSI95 LUMBER TOP CHORD 2 X 6 DF No.18Btr-G BOT CHORD 2 X 6 OF No.18Btr-G WEBS 2 X 4 OF Stud/Std-G REACTIONS (lb/size) 1=2563/0-3-8,10--2563/0-3-8 0 CSI DEFL In (loc) I/deft PLATES GRIP TC 0.35 Vert(LL) -0.97 14 >814 M1120 220/195 BC 0.62 Vert(TL) -1.5214.15 >520 M1116 1761121 WB 0.66 Hofz(TL) 0.26 10 n/a 1st LC LL Min I/deft = 360 Weight: 7781b BRACING TOP CHORD Sheathed or 5-0-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. FORCES (lb) - First Load Case Only TOP CHORD 1-2=-9138, 2-3=-8494, 3-4=-10464, 4-5=-10464, 5-6=-11607, 6-7=11618, 7-8=-8239, 8-9=8494, 9-10=9138 BOT CHORD 1-18=8846.17-18=8846.16-17=8285,15-16= 11607, 14-15=11605, 13-14=10464, 12-13=10464, 11-12=8846, 10-11846 WEBS 2-18=104.2-17=-565,3-17--229,3-16=2451, 4-16-455,5-16-1275,5-15=101, 5-14=3, 6-14=-464, 7-14=1294.7-13=101,7-12--.2491.8-12--1350, 9-112=-565,9-11=104 NOTES (9) 1) This truss has been checked for unbalanced loading conditions. 2) WARNING: The unusually long span and/or configuration of this truss requires that extreme care be used in its application. Use proper transportation, _-4-oading and erection methods. Assure that.all required, web lateral bracing is communicated to the budding contractor. Ensure that over -ad building bracing is designed by a qualified engineer. architect, or building designer. 3) Provide adequate drainage to prevent ureter ponding. 4) All plates are M11213 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live toad nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) This truss has been designed with ANsUfn i -'i W5 criteria. 8) 2 -ply truss to be connected together with 0:131"x3' Nails as follows_ Top chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 -'2 rows at 0.9-0 oc. Webs connect6d as follows: 2 X 4 -1 row at 0-9-0 oc" 9) block at brace LOAD CASE(S) O zUTIMIUeA V11 paqu z January 31,2002 IVAPNIN6 - Vrrif y resign narurneters and It/iAD NOTES ON THIS AND REVERSE SIDE BlEFORE USE Design valid for use only wqh MIT"cannedora. This. design Is based o" upon parameters shown, and is for an Individual building component to be installed and loaded vertically. Appheeb" of design parameters and proper incorporation of comoonent is responsibility of building designer —not tines 6estfliier.'0riidng shown te'tai taferal ayporlol Individual web members only.Addilional temporary bradng to Insure slabhitydurbtg eanarrWilta Is file responsibility of Lha erector. n Additional permanent braefng of the overall structure lathe responsib ity of the bulldt" designer. For general guidance regarding tabricatlon, quality control, abilailb, Helivey, ureHio'n;'sed bracing, eantlull QST48 QuailfySlanderd, t15B- 89 Bracing Spocilleallan, end MIB -91 Handling Installation and ancing Remmmendalton available item Truss Flatafnafdu1ezi�'ona_orii8£ �o WI 53719 'ON[ S3HISHNI N NI=- NdO! 4 4000 ' 18'uEr 900 ssrtllz Haawlrt SSON 6ZRT-04-Z-, 0£9 X -d3 9 0 : Z T ZOISZI£O Job Truss Truss T YPe_ .. ..Qty... Ply- ' NlO55 LZIftBER__,... .. M1237 :AC :CAL HIP ! 1 1281239019 I i (optional)_ moss lumber, REDDItdG`ICA'98001 ` 4.2U1 SR' s Jut 8 200 ia- fek In usfries, Gic. -T'Fu Jdn 51_W.24:23 2007 Page 2 LOAD CASE(S) 1) Regular: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3---64.0.3-8---64.0,8-10=-64.0, 1-10=44.0 2) UBC: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert 11-3=-14.0,3-8=-114.0 8-10=-14:0, 140-34.0 3) 1st unbalanced Regular. Lumber trtcrease=l.i5, Plate increase=1.15 Uniform Loads (plf) Vert: 1-3=-64.0,3-8=-64.0,841=14.0, 1-11=44.0 4) 2nd unbalanced Regular: Lumber increase=1.15, Plate 14&ease=1.15 Uniform Loads (plf) -Vert:3-1,0=-14:0,3=8=-64.0,8-10=-r>4.0 ® WARNING - Vvri.fy desiWn paranterers and READ NOTE'S ON 'I. -HIS AND REVERSE SIDE BEFORE- USE Design valid for use only with IlARelt conn^—"is. This deatgn Is based only Man parameters striwn, and Is fm an Individual building component to be Installed and loaded vardcally. Applicability of design parameters and proper Incorporallon of component is tesponsrbility of building designer – not truss designer. Bracing shown is for lateral support of Indnldual WO members only. Additional temporary bradrig to insure staWity during donstrucgon Is the reaponaibildy of the erector.. 'i—Ma W Additional permanent bracing of the overall structure Is the responsibility of tire building designer. Par general guidance regarding labdcation, Quality control, storage, delivery, erection, andbrating, eonsuti G5T-88 Ctitiltty staedaid,'OSB- td9 Bracing specification, and N!@91 44andfa' g hfetslletlon and Orating Iter mendetlon available from Truss Plate Inatitut. cae DrI"_ 'YI 33710 caw a c a . • enc 9Z/[ 'd—ZBWON - ON SP81S ONO },31IA' ' AdW£ _ZOOZ QnnM ccnx.T. xrqtawrnccnw FZP.s. t;bz nr.c YVA Qti:7T .(£-uer Job Truss Truss Type IOtY Ply' ''' "OS -9 LUMBER R12390201 M1237 AD :CAL HIP I1 I(optional) -- _ -It moss lumber, REDDING, CA 95601' "" 4.20f pi's Oct 25 1d0i NliTek Ltdvstrres, Tnc. Wed Jan3O ib-36:f2'20W2- 5-6-75 11.7.14 1!_71_18 7-, S j9.6-5 29.1 0.2 36-1-1442-Stt 47-4.54&4-12 S4-10-2 60-5-1._. - 06.0-0 5-615 5.6.15 65th 1-0-7 4-10.10 6-3-13 6-343 6.3-13 4-10-10 1.0.7 6.5.6 5-615 5.6-15 Scale = 1:117.2 3.00 fTT 6X12 - 6X12 -. 5x5 _: 7x6 � 5x5 ._ 5x5 -_ 5x5 4 5 6 7 8 9 i 3x6 3-.._,...--— i 2 d 5x10 5x8 - 19 18 17 16 15 14 5x5 - 807.5 M1116 = 5x5 = 8x17.5 M1116.-- 5x5 - 807.5 M1116 - TEMP. AND PERMANENT BRACING PLAN SHALL BE DESIGNED BY QUALIFIED BLDG. DESIGNER AND APPROVED BY ARCHITECT.'PROJECT ENGINEER AND LOCAL BLDG. DEPT, 5x5 10, 3x6 j 5x10 _ d 13 5x8 5x5 = a s s 17-7-0 2A -toe 33 0-0 41 -t -to 4a a-12 57a-to66.0 0 8-4-6 9.2-13 7-3-3 8-1-10 8-1-10 7.33 9-2-13 8.4-6 Plaie Offsets IIr;YI:. (1:tS,'0'-03) j40 4:13.03_01_ [6 63�1,ifTa9 0-8CT26-�.00.4h[14 0_8_12,0 4 8], [16:08-12,0 4 81, 178:0-8-12,0-4 81 LOADING fpsf) ( SPACING 2.0-0 CS1 DEFL in Poc) Udell PLATES GRIP TCLL 25.0 Piates Increase i.16 TC 0.76 VartILL) -1.51 16 >523 PA1120 2201195 TCDL 7.0 Lumber Increase 1.15 BC 0.87 Vert(TL) -2.35 16 >336� M1116 178/121 BCLL 0.0 Rep Stress Iner YES WB 0-y5 HOQjTLI 0.45 12 rua SCOL —7.0 Code USC97/ANSI95 1 at LC LL Min Wall a 360 Weight 398 lb LUMBER BRACING TOP CHORD 2 X 6 DF No.I &Btr-G TOP CHORD Sheathed or 2-2-4 do purlins. BOT CHORD 2 X 6 OF SS -G BOT CHORD Rigid celling directy applied or 10-0-0 oc bracing. WEBS 2 X 4 OF Stud/Std-G WEBS 1 Row at midpt 5-18,8-14 WEDGE Left: 2 X 4 OF Stud/Sid, Right. 2 X 4 DF Stud/Std WARNING: ANY DAMAGE TO THE BU:LD140 DUE TO THE DEFLECTION OF THE TRUSS REACTIONS gb/size) 1-256310-3-8,12-266310-3-8 IS THE RESPONSIBILITY OF THE PROJECT ENGINEER,-TH6•BUILDING.DESIGNER, OR OTHERS. FORCES (Ib► - First Load Case Only TDP CHORD 1-2=-9219, 2-3=-8829, 3-4=-8001, 4-5m-7757, S8=•9294,6 7�-9979; 7-8==$294; 8=9=-7757, 9-10=-8001, 10-11 --8829,'11-1'2=-9219 BOT.CHORD 1-19=8917,18-19-8294,17-18=9113,16-17-9836. 15-16-9836.14-15-9113, 13-14=8294, 12.13=8917 WEBS 2-19 --383, 3.19=385, 3-18--514, 4-181282, 5-18=-1680. 5.17=598, 6-17=-712, e-16=71, 7-18=71, 7-15=-712, 8-15=598. 8-14=-1660, 9-14=1282, 10-14=-514.10-13=386, 11.13=-383 NOTES 181 1) This truss has been checked for unbalanced loading conditions. 21 WARNING: The unusually long span andlor configuration of this truss requires that extreme care be used In its application. Use proper transportation, unloading and erection methods. Assure that all required web lateral bracing is communicated"to the building contractor. Ensure that over-all building bracing Is designed by a qualified engineer, architect, or building designer. 31 Provide adegtiafe`drainage td prevent water ponding. 4) All plates are M1120 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load honcohcui reht with any other live toads per Table No. i e-9 UBC -97. 6) A plate rating. reduction of 20% has been applied for the green lumber rnerhbers. 7) This truss has been designed with ANSIITPI 1.1995 criteria. 8) block at brace LOAD CASE(S) Standard January 31,2002 WARNING - U:�rlJi: desi{n. pnnmtererr anti! R/.iA.O NOTES ON'I'HlSI[!Jl) %RFVCRSC SIDE l]EFUItE tlBF. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and is lot an Individual building component to be installed and loaded vertically. Appgcability of desryi param2tors and proper Incorporation Of component is responsibility of building designer - not truss designer. Bracing ehorm 13 for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the respomitilfity, of the erector. Additional permanent bracino of the overall structure Is the respbnuibility of the builSmgdeWgner. For general guidance tegarding fabdcritinn; quality control, storage, delivery, erection, and bracing, consuft DST -IS Quality Standard, DSB- a9 Brecing Specification, and NIB -91 Handilog installation and Bracing Recommendation available tram 71now ��y� Plate Institute. sa3 b$nolrio Drive. Uadi ion. W�i 53719 Tek In duWasr Inc. 9Z/8 `d—ZOMON IN! S3I81SHNI N31.LW--WdZI:£ —ZOOZ • l£ uef L00 01 SSIIN,T, x:IAW(1[ SS[] fir'.F.E 6i57. 0£9XV.a a17:7T Job Truss Truss Type _..... Qty ....,.Ply . S. 'UM8 _._. 81239021: M1237 AE . CAL HIP 1 i .. ( foMionall - _.. -... _ . mass lumber, AE6bING, CA 99001 4.201 5}11 5 Oct 22001 luSTekTndustrres, Inc. Wed Jan 30 56:12 1b?Y2-Page 1 6.5-10 12.11-3 20-3-4 21-3-11 26-7-6 ... ___33.0 _ , 39.4-10 44.8-9 45-&12 53-0-13 5"-8 660-0 ., ...,..._..._..........._-)_}... _. 1 ._..._.—_..... I.. _..___}..i ._...__... - J-'-'-'-" 65-10 65-10 7.4-0 1-0-7 5.311 6.4-10 64-1D 5.3-11 1.0-7 74-0 65-10 6510 Scale =; 1:117.2 '5X5 O 5X1O "- 5x8 .- 19 18 17 16 15 14 13 12 SA zz 3x6 n 8x17.5 N1iI16 _: 5x8 - 8X17.5 M1116= 8x17.5 M)116 - 5x8 8x17.5 M1116=' 3x6 11 3.00 (TT 6x12 -= 7x6 -- 5x5-: -5x5 ;._ 6x12 7x6 :0 4 5 6 7 8 7x6: TEMP. AND PERMANENT BRACING PLAN SHALL BE DESIGNED BY QUALIFIED BLDG. DESIGNER AND APPROVED BY ARCHITECT, PROJECT ENGINEER AND LOCAL.BLDG. DEPT. 65-10 12-11.3 20-3-4 235.10 37.65 45-8.12 53A -t3 a9-6.6 66-0.0 6-5-10 a-5.10 7-4.0 8.23 9-0-13 8.2-6 74,0 6-5-10 &810 Plata-Ol"sets (x,Y): IFcFD­0-,0Z4); (3:62=T'1,0=T8-rT�Q-.5=4;0=3ZSrTs 115:0-8;12_0.5-0)116:0-8-12,0 5-0J, It8 _Q 8-12,0-5.01 LOADING ipsf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCL' 25.0 Plates Increase 1.15 TC 0.76 Vert(LU =1.30 16 >607 MI120 220/195 TCDL 7.0 Lumber increase 1.15 BC 0.97 VerrtrTU -2.0515-16 >384 M111a 176/121 BCL L 0.0 Rep Stress Incr YES W8 0.94 Horz(TU 0.45 11 n/a BCC L J.0 _ --Code USC97/AN5195- _ l 1st, LC -LL Min l/doff - 360 Weight: 404 lb _ LUMBER BRACING TOP. CHORD...2 X 8 DF No. l&Btr-G TOP CHORD Sheathed or 2-4-0 oc purllrts. BOT CHORD 2 X 8 DF No.l &Btr-G 'BOT CHORD 'Rigid ceiling directly appfi'ed"or 10-0.0 oc bracing. WEBS 2 X 4 DF Stud/Std-G WEBS 1 Row at midpt 5-17,7-14 WEDGE :eft: 2 X 4- DF Stud/Sid; Rfgflt: 2 X-4 DF Stud/Std WARNING: ANY DAMAGE TO THE BUILDING DUE TO THE DEFLECTION OF THE TRUSS REACTIONS (fblsizel 1 = 2563/0.3.8, 11 =2563/0.3-8 1S THE RESPONSI9ILlTY OF THE PROJECT 040INEER, THE BUILDING DESIGNER, OR OTHERS. FORCES iib) - First load Case Only TOP CHORD 1-2=-9198, 2.3=-8339, 3-4--7522, 4-5--7314, 5-6d-8360, 6-70-8380, 7-8=-7314, 8-9 -7522, 9-10=-8339, 10-11 =-9198 BOT CHORD 1.19-8902,18-19-B902.17-18=8087, 1647=8257, 15-16®8570,14-15=8257, 13=14m9087, 12-13=8902, 11=12=8902 WEBS 2-19=90, 2-18=-837, 3.18 303, 3-17=-809, 4-17=1168, 5.17=-1192, 5.16-348,6-16=-279, 6-15=-279 , 7-15=348, 7-14=.1192, B-14-1168, 9-14--809, 9-13-303, 10-13=-937,10.12=. 90 NOTES (8). 1) This truss has been checked for unbalanced loading conditions. 2) WARNING: The unusually long span andior'confguration of this truss requires -than extreme care be used -in •its -application. Use proper transportation, unloading and erection methods. Assure that all required web lateral bracing is communicated to the building contractor. Ensure that over-all building bracing is designed by a qualified' 9119iDeet. aichiiiict, of building designer. 3) Provide adequate drainage to prevent water ponding. 4) All plates are M1120 plates unless otherwise indicated. 5) This truss has been designed.for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 18-9 , UBC -97. 6) A plate rating reduction of .20% has been applied for the green lumber members. 71 This truss has been designed with ANSUTPI 1-1995 criteria. 8) -block of brace LOAD CASEIS) Standard January 31,2002 W.1 tiNl1a<; - Vrr;fy designIurrumeters• rind READ NOTES ON THISAND REVERSE SIDE BEFORE 118E Design valid ror use only tvirh MlTeb cocneecrs. TMs daslgn Is based only upon parameters silir 1, and Is for an individual building component to be Installed and loaded vertically. Appikablllty of design parameters and proper Incorporation of component is responslbllily of building designer - not truss designer. Bracing snotvn is for lateral support of Individual vmo members only. AdalOanal temporary btacing to Insure sleblI ty doing construction is the responsibility of the erector. ea Additional permanent bracing of the ovoatll structure is the responsibility of the building designer. For goneral guideneo regarding fabrication. quallly control, storage, delivery, erection, and bracing. wnsull OST -ea Quality Standard. D8S- " L -acing Specification, and 111e-91 Handling Installation and ereoing Recommendation available from True* Plate Institut-. sea n•rtwnfrio Ori- ru-,ae.... WI 53719 AA:'PaL Inc. 5ai6 Id—dsEBION 'ON1 s3fbisraNt N3ilW----NdZil _zoos lE �Er goo • ssnx,i. mgwn7 ssoi� .. '' szss ii,z 0cs YVj Lv:zI zoisz/co Job Truss TTuss Type. - ...... Gi"j/ 'Ply i 'fvfOSS LtiIG16ER 121239022; M1237 AF CAL HIP (optional) I rrioss Ivmber, ftE{3Dt'NG, Ci4 96001 4201 �WT_b Juf' G 2001 NiTek� strles, lite" 766 Jan 31 0:•14:50-200TPage'1 " 7-4-4 14.84 -tib 2'311-91 35-7-8 36.4.7 4245 43-0-12 51-3.7' 58-7-12 66.0-0 7-4-4 7-4.4 8.2-11 1-0-7 5.7-14 6-8-13 5.7-14 1-0.7 6.2.11 7-0d 7-4-4 Scale = 1:116.7' 3.00 (12- 8x12 .::: 3x6 11 5x'8 - 6x12 7x6 4 5 6 7 7x6 -, ' 5x5 3. ��- - .— -_ — _ _ ...__ b -2 - -,��_ ``����'. \~\ /iii/ �.•\o-.�` �-:. _ _ =~ 10 � ��.�'-.-__—_ •_-��._.-: ........ _..�_ .. __ _. .� _. __�._��-�__•_- _ _--�_ ���.. .....��_.—�i1-11'11 0 5.10 5x70 = Y6 5x8 18 17' 16 15 14 13 12 11 5x8 3>z6 11 8x17.5 MR16 _ 5x5 - 8x8 = 8x8 _ 5x8 - 8x17.5 M1116= 3x6 11 TEMP. AND PERMANENT 8RAGNG PLAN SHALL BE DESIGNED BY QUALIFIED BLDG. DESIGNER AND APPROVED BY ARCHITECT, PROJECT ENGINEER AND LOCAL BLDG. DEPT. 7.4.410-89 22-11-4 247-9 36-07- d3•1�12St-3-7 ' 58-7-12 1 66.0.0-_� 1-4.4 7.4-0 8-2-11 6.8.5 6.8-13 6-85 8-2.11 7-0-0 7.4-4 Pla"EeZ'3t)sets ZX.X)•--�1:fl=0�(i<0�; i3�Z=1Tii�8j�d:0-�U�ff3--4}�$i��(�iT��r� �1-image.�]�13�'tTd��Dj�i�:U��II.Edge , _ _ tOADtNG' (psf) SPACING 2-D-0 CSI DEFL - in (loc)LL -I/deft PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0,99 'Vert(LL) -1.17 15 >673 M1120 220/995 TCOL 7.0 Lumber Increase 1.15 BC 0.97 Vert(TL) 4.84 14-15 >429 M1116 176/121 8CLt 0.0 Rep Stress Ina YES WB 0.63 'Hofz(TL) 0.43 10 n/a BCOL 7.0 Cole USC971ANS195. 1stLG LL Min Ydefl= 360 Weight: 406 )b -LIMBER- BRACING TOP CHORD 2 X 6 DF XoA &8tr-G. TOP CHORD .Sheathed or 2-1-7 oc pwiins. BOT CHORD 2 X 6 OF No.i&Btr-G BOT CHORD Rigid ceitirg directly applied or 10-0-0 oc bracing. WEBS 2X 4 DFStud/Std=G WEBS 1 Row at midpt 2-17.3-16,6-15,8-13, &13, 9-12 REACTIONS (Ib/size) 1=256310-3-8.10--2563/0-3-8 FORCES {Ib) First Load Case_Oft1y TOP CHORD 1-2=91112,2-3 =8079, 3-4=-7059, 4-5=-74$9,5-6=-748,% 6-7=-6864, 7-8=7A59.. 8.9=4078, 9-10=-9102 130T CHORD 1-18=8811; 17-18=8811; 16-17=7834.115-116=13W; 14=15=74E9: 11314-7489,11213=7834; 11-12=8811, 10=11=8819 WEBS 2-1 t3=102, 2-17=1005, 3-17=356, 3-16=-1035, 4-16=532, 4-15=802, 5-15=-425, 6-15=x3, 6-14=94, l -13=-812, 7-13=1fl52., $-13=-1{335, 8-12=356; 9-12=-111)05: 9-11=142 NOTES j8) 1) This truss has been checked for unbalanced loading conditions. 2) WARNING: The unusually long span and/or configuration of this truss requires that extreme care be used in its application. Use proper transportation, unloadtng -and erection mearoas. Assure that an required web lateral' bracing is communicated to the building.contractor. Ensure that over-all building tracing is designed by a qualified engineer, architect, or building designer. 3) Provide adequate dreioage to prevent whet ponding. 4) Alt plates are M1120 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-$, UBC -97. 6) A plate rating reduction of 20% has been applied for the green lumber members.. 7) This truss has been designed with ANSVTPI 1-1995 arteria. 8) block -at boatcH 1 OAD,CASE(s) 1) Regular: Lumber Increase=1.15, Plate Increase=1.15 Uniform 'Loads (pit) Vert 11-4----64.0.4-7=64.10. 7-1U=64 ti, 1-10--14.10 IN,1.RnI VC; - Vexi f� .Jxr.r'm pai7raac.rrrx a»d X"!_) NO TFZ ON THJS AND REVERSE SIDE J;ET U F; USE Design vabd 4or we=ft with NITek conn"t*rs. TMs design b based onlyvpon Aa+mnel811 Shown, and is fpr m1 fndWldpal building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of buildmg designer - not true% designer. Bracing abown Is for lateral support of individual •.'eo'• mbefs'onfy. Additional tempatery bnacing.to.4noure Stabilitydudeg oonotwtion is trio feayonaArlilyOt the 0,44 r, ore Additional Permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regaroingfabfeatlon, quallty control, storage, delivery, erectmn, and bracing; eonsub QW -811 Quality9undard,-05- 89 $racing SlteeMlealltra, atM ll!&gt Handlht9 9taAlkllon auM gracing Recol"magdation evallwo from Truss Plate Institute. 593 D'Cnofrlo Driva. atarM."n. W! 53719 �1.'T..1- I...J,..1.-.- aM January 31,2002 qZ/01 'd—l$EVON IONI S31KNON1 �311W—WdEi E _�fl4� ' lE' Ef annT',b cenxT Aii"VV tIn7 nve VV'4 v5 -,:7T 7nic7irn Job -Truss Trbss Type ' .. M?237 Af CAL HIP moss lumber, REOWNG, CAW'= LQAD CASE(5) 2) {fRC: Lumber Increase=1.25, Plate Tilaease=1..25 Uniform Loads (plf) Vert: 1-4=-14.0.4-7=-14.0,7-10-14.0. 1-10=-34.0 3) 1st unbalanced Regular: Lumber inaease=1.95, P1ate.lnaease=11-'15. Uniform Loads (plf) Vert: 1-4=-63:0, 4=7-64.0. 7-11=-14:D, 1-11=-14:0 4)2nd ar,�ttalanced Regular: Lumber Increase=1.15. Plate Increase=1.15 Uniform Loads (plf) Vert. 4=10=-14 -AD; 477= &*4:0, 7-1.0-64.D J Fi 'GZy Y : i�7(t7$'; t:Uf@f6ER 1 J1. R1239022:' I 1I (optional) SM s�0-JuT'Z 1—WMMeRc Tn3usfries, inc: Tfiu Jan 31 U9 3iT 2b02 e 2 A WAUNIN(: snit READ NOTES ON TNISAND REVERSE SIDE BF-FORf: USE - Design vofid lot use only wllh fAlTeft connectors.-rhls dasightsuasad unlywon 9arameMra'shewn. endlslgran.lindivlduat buiidtng.component to ba Jnstaned and loaded vertically. Appncabiltry of design parameters and proper Incoryorelton of component Is responsibility of building designer - not truss designer. Bracing shown to for lateral supper of bldltrbual• web members only. Addiiiana) tempotary traciagta fiT.are StaMtly'dvrirsDiaRSWuaUoMs9t0JeTP° Ipry Qt the erector. m .Add:aoaelpermanent bracing of the overall structure le the mspenslbaity of she building deeigner. For general guidance regarding tobricaUon, duality control, storage, darnery, erection, and bracing, eortaull OBR86 01610111ty Vtoad ill, We' 89 eracing Speclficellon, and WS -111 Wmdl" Instatlettd+t vnd tieecAtg available from Trues .PJnlolnst:�.,.• cos n ---W, Dr%"� t�.w:-.... W) 6'8718 Y�i1'a1i )wa!•e>hn'at tile• oio11 �—ZM-ON 3N1 S3iNiS(lNPll �311W---W'd�l £ —ZOOZ l£ Ue.r SgnN.T. N:rIuwn-1 ssOW 67.££ bbZ 0£4 YVA Rtt:ZI 7,0/9Z/£0 ;.+trb Truss ! Truss Type .._._ ... _...._....... ', QtY `Plv MOSS tu-~ _... R1239023; M 1237 !AG CAL HIP i 1 ; IoPtional) moss lumber. REDOING, CA 90001 _ _ � '4.201 .S. s 1562'5 7001 MiTeli_ Giduitries. "inc- Wid Jan 10�S:58:id-£ti02' Page t 6'23 . - 42d.e 18-6-10 257 7-11 '33�-0 38-0=6 4t1-�-12 A7.58 53-7-10 53943 '66-40 6.2-3 63.3 6-2-3 7-040 3-8-7 6-4-3 645. ;•0.7 7-0-10 8.23 6-2-3. 6.2.3 Scale = 1:117.2 3x6 . 2 5x10'' 3.00ITT 6x10 := 5x8 '- sxln 7x6 5 6 7 7X6 5x8 .'.. 18 17 16 5x5 -: 8x17.5 M1116 - 5x8 = 5x10 - 15 14 13 12 5x8 7x8 - 5x8 - &17.5=16 - SX5 TEMP. AND PERMANENT BRACING PLAN SHALL BE DESIGNED BY QUALIFIED SLOG. DESIGNER AND APPROVED BY ARCHITECT. PRO:IECT ENGINEERAND LOCAL BLDG. DIEPT. 8-2-15 16-5 14 25 7 49A� aD 4-12 3x162' S7 9-1 S6 0-0 '8-2-15 S-245 9-1.6 7-4-12 7412 8-2, S. :mate.QT yf ejs:lit.Y;--�'a:0-t1=b.Y1�1�F4�f�-t%�i"��81;{S�fT:77A=d�3.3bTT8�i-�0.b.•4�7; I•�i�fFTJ3�'T1:3-�4-1�.i�f 5•:061..'- -- _.-__- 117:0-8-12.04-121 ---...-- -•.---- __.._ LOADING (Psfl I SPACING 2-0-0 CSI DEFL In pot) t/deft PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.69 .F -1.10 15 >714 Nino 2ZOrt95 TCOL. 7.0 Lumber Increase. 1.15 BC 0.99 VertITL) -1.72 15 >458 MI116 1761121 BCLL 0.0 Rep Stress Incr YES WB 0.54 Hor�(TL) 0.41 11 n/a fl 7 0 Coda UBC97/ANSI95 1,st.LC.LL_Min.11dsfl. = 360. Weight 40.9. lb 1AINIUR TOP CHORD 2 X 6 DF No.1 &Btr-G BOT CHORD 2 X 6 DF No.i&Bir-G WEBS 2 X.4,DF. Stud1Std=G- WEDGE Left: 2 X 4 OF Stud/Std, Right: 2 X 4 DF Stud/Std REACTIONS f!b/size) i =3583/('1-3-8, 1 i.a?583f0,3-B 8RACING. TOP CHORD Sheathed or 2-4-9 oc purlins. 'SOT -CHORD Rigid cei ling d'ireclly applied or lD-O-O ttc bracing: WEBS 1 Row at midpt 4-16.. 6-116,111-14.8-114 FORCES (lb) - First Load Case Only TOP CHORD 1-2=-8187, 2.3=-8827; 3.4-7747, 4-6 -0593; 5=6'=-6421; 617=-6421; 7=8-wMZI;E-9=-7747; 9-10=48U.- 11.0-11. -9187 BOT CHORD 1.18=8889, 17-18=8134, 16-177256, 15-16ge758, 14156758, 13.14=7256, i2-13=8134, 11-1'2 =8889 - WEBS 2-18=-388„3-18.=5$9,,3-17:-775,.4-17=644416--974, 5-160937, 6-16-•441, 6-15=104, 6-14=-441, 7-14-937,8-14=-974,8-11 =644.9-13--775"9-12=539,10-12=-388 NOTES. (8) 11 This truss has been checked for unbalanced loading eondtions. 21 WARNING: The unusually long span andlor conliguratiart of -this -truss tegviie that extreme care be used In its application_, Use.proper transportation, unloading and erection methods. Assure that all required web lateral bracing is communicated to the building contractor. Ensure chat aver -alt building bracing is detiignedby'a qu-"'tTeed-enginear, archftM orlsuitding- designer. 31 Prsvido.adequate-drainage to itrevent water ponding. 4) All plates are 11,11126 plates unless otherwise indicated. 51 This truss has been_-designed lot a 10,0 pal tottom chotd.live.load nonconcurrent with any other Iva loads per Table No. 16.8 . UBC -97. ill N plate rating reduclion-of 20r%hasbeen-applied fof4be-jrean4umbsr.,rnembers, 7) This truss has been designed with ANSI1TP1 1-1995 criteria_ 8) block at brace t-OAD CA&E151 Standard. JDRltary 31 r200� WA,ltN/Ni; - Wrify dPniSat IR4rumetexx aAd RZAD NOTE'S ON 77.115 AND REVERSE SIDE BEFUR f_' USE 'Design valid'fat'(15c•tmly'a7tb�MlTeh-T.orarectota,iill9daatgnisEnsedgftY upon 4adandoietesnaan,andls.Lor an1M4y)dual building.component to be installed and loaded vertically. Appilcablllty, of design parameters and proper Incorporation of component is responsibility of building designer -not truss designee she" slwis ftx Ialerel support oilnavlduat nrob membttrs:tmly. Addfionaltemporary Lraan9 to insure, 'he erector. � e� Additional permanent bracing of the overall structure Is the responsibility or the building designer, for general eridanoe regarding fabrication, quality control, storage, delivery. erection, and bracing, consult OSTa111'Qu"istanderd, 4S9- all8racing eprCtficriion, endi4la-91 ffendltag inatailati" 4rA WaChM Aecommendallon avagable halm 7rusa Dlate lnaBSi; 83 D'onoolrio Drive. Madison. aisn. 1 63719 � � { . S 3 i �i SflfltV �iN nQ -I O&Z { C U e.r f7� ....._ .._......... T -T0 SSfIN.i, NAAWfI'7 SSf)W R7.££ 667. 0£4 YV:d Rb:7.[ 7n/47./£n Job Truss TTfi`ss Type : City , Py . MOSS 1UMBER R1239024 M1237 AH CAI.4IIP (O� ptional U." 9 moss Cumber, REDDING, CA%U0T --" 4:ZOi SR1 s Juf"62a0'i TJtiTeit Irlifwsmies, nG TPiil .fan 4 2fi:54 �t5I52 Pa` e 1 33.0-0 37-8-12 6-10-3 13 8 6 20.6 10 28 3 4 . 29L3-,11 36 85 44-0-15 49 6-11 _55-0.6 60.5.4 66-0-0 -- - , +--+ . L......_._.--+-- ...... . _. 1---- .a..... --= 6-10-3 6-10-3 6-10-3 7-8-10 1-0.73-8-6 3-851-0-7 6-0.3 5.5-12 5-5.12 5b 12 S. 1-�cele 1:116:4 3.00 (1T Gx12 - 3x6 11 602 _.- 7 : 7 7X6 5x5 _..:r -�_ 7x6 a �' "'i- -- --- 4 9 5x5 - 5x5 3 �`� \� ,r - 10 3x6 �' �` 11 r �! 2 - \`�'--•-.__� _.. 12 to - . -- -2 a SX -i'0 -' 5X10 - c 21 20 19 le 17 16 15 14 13 5x8 M: 3x6 .Il 8x17.5 M1116:-. 5x5 = 5x5 - 7x8 - 5x5 - 5x10 = 5x5 5x15 M1116 - TEMP. ANDPERMANENT$RACINGPIANSHALLBEDESIGNED8YQUAt RF081-DG. DESIGNER AND APPROVED F!Y ARCHITECT. PROJECT ENGINEER AND LOCAL BLDG. DEPT. 610.3 13-8.6 20-6-10 28.3-4 33.0-0 , 37.8-12 47-8-13 56-10.6 66-0-0 6-10-3 6-10.3 6-10-3 7-8-10 4-0.12 4-8.12 10.0-0 9-1-10 9-1-10 -Pirate ji 5=?2 -4rj�0 3 i3j; iji2 l` i i 9�f� (1:t LOADING Zpst) ISPACING 2-D--0' TCLL 25.0 Plates Increase, 1.15 TCDL 7.0 Lumber Increase 1.15 BCLL 0:0 Rep Stress tncr YES BCDL 7.0 I Code. UBC971AN-RM LUMER TOP.0-HORD 2XfiflFNo;t&Btr-G BOT CHORD 2 X 6 DF SS -G WEBS 2 X 4 DF Stud/Std-G WEDGE Right: 2 X4 DF-Stud/Std REACMIONS (iblstze) 1=2563103.8: 't'2=25831(1-3-8 CS -1. DEFL in- (tot) t/dett- taLATfS GRtP- TC 0.74 Y L) 1.03 17 X766 MI120 220/195 Be 0.81 Vert(TL) 4.60 17 >492 M1116 1761121 WB 0.02- tIOT (ll:) 0.39 12 rda- 1stLCLLMa.1/dAff=360 Weight: 427 ib TOP CHORD Sheathed.or 23-9oc-pwfhs. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc tracing. WEBS 1 Row at mtdpi 3-19.4-18, 547;7=17; &1'6;1-0-'l5 FORCES Ob) - First Load Case Only TOP CHORD 1-2=-9158; 2-3=$228: 3-4--744, 4-5-6144,6-6-5105j &7-6105: 7-$6137, 8-9=-747$, 9 .10 -TO30' 10-11---0702, I1-12-920/ BOT CHORD 1-21=8864, 20-21=8864, 19-20=7979, 18-19=6979, 17-1$s89$5;'16&17=5986; 1516=8745; 14-15=8M;-13-14=8=-;12-13=8901 WE,Bs. 22]=95,220=91Q.3 -Z0=320,.3-19=-1121, 4-19=610, 4.18=-1177, 5.18=742, 5-17=216, 6-17=-293, 7-17--216,7-16=748, 846-985,8-15--939,946=349, 10-15=-984,10-13=310.11-13=-421 NOTES. 48). 1) This truss has been checked for unbalanced loading conditions. 2) WARNING: The unusaatly tong span wdfor configuration of Oft truss requires that extreme care be used -in its. app►icatign . Use proper transportation, unloading and erection methods. Assure that all required web lateral bracing is communicated to the building contractor. Ensure that'over-all building bracing is designed by a qualified -engineer-, architect; orinritt ing designer. 3) Provide adequate drainage to prevent water ponding. 4) Ail plates are M1120 plates unless otherwise indicated. 5) This truss -las been designed fora 10:0 psf bottom chord,five load nonconcurrent with any other live loads per Tabl"tk- 1118 UBC -97. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) This truss has been designer! with ANSUTPI 1-1995 criteria; 8) block at brace LOAD CAS.E($). 1) Regular: Lumber Increase --1.15, Plate Increase=1.15 WAIMINC: - Verily design paromere'rs and READ NOTES ON THIS AND REVERSE SIDE REFORE LSE; Design valid for use only with tdiTek connectors_ TAIs design ifi based only upon paramdlers sretad, and 'Is -for an Inievidua1 .building component 4o4 a Intl'' .apd loaded virtually. Apidlcablllti! co destpn perametera and proper Incorporation of component is rssponsibelty of building designer- not truss designer. Bracing shown to for lateral support d kidlvMmi web members only. Additional temporary bracing to lru xe filabl8ty dufln0 condlnUCUM ta`the'r-yonefEirRy Ifts'erector. *+ .additional 4-rw d bracing of the overall alructwe to the reaponelblltty of the building deatgner. For general guldence regarding fabrication• quality control, storage, delivery. erection, and bracing, eonauit 411ST410 Ouallty Stenderd, D913- 89 Bracing Specification, andliB-91 HandlinglnSleTl4tlotl Ond 8r8clfr ROCOmmeridetfon available from itross Ctp�e.lncln.n- los ,..n.--rrle D. - ..."--- WI $3719 Inc. yZ!°!S3181SMI N31IW.-UAd9I : £ ZTOI� ssau.L Hauxal SSON 6tU 66Z 0£s Xvd January' 31 2002 66:ZT ZO/SZ/£0 Job iTuuss M1237 AH moss lumber, REDDING, CA 961001 Truss Type - CAL HIP Qt-... _:P y MOSS UR6 1 i1 R1239024, (optional) 41U-1-7591 S`R1 s Jii( 6 20Dt Mi Te1-C 1"nd frit"s; inc. 'Thu'J5A—S1 09:28:54 2W7-Page`Z* LOAD CASEM' Uniform Loads (plf) Vert 1S= S4.fl, 5 7=•64.fl, 7-92=64.0; 1-12-140• 2) UBC: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Veli 1,5= 14.fl. 5 ?= 14.Q, 7-12=-14.11, 1-12=-34.0 3) 1 sl unbalanced RegUtar: Lumber increase=l .15. Plato inaease=1:15 'Uniform Loads (pif) Vert: 1-5=64.0,5-7=64.0,7-13=-14.0. 1-13=-14.0 4) 2nd unbalanced Regular Lumber increase=1.15, Plate lnerease=1.15 'UrIiform wads (plf) Vert: 5-12=14.0,5-7=64.0,7-12=-64.0 WARNING - Verye decign_parunrerers rued READ NOTES ON TilM AND REVERSE SIDE BEFORE USE D-esign -;,N-tor use only with MITak emnectora This design IS based only upon parameters shown, and Is for an Individual building component to bet instatled and loaded verikally. Applicability of design parameters and proper Incorporation of compemeril'is respomibrfity al buliding desicinar - not VOSS Qeetgriar. Bracing shown is forfetaral-support-of individual web members only. Additional temporary bracing to insure gab" dudog capabuction Is the rasponsiblYly of the erector. 1M Additional permanent beating of the Overall itruetura Is the responsibility of the buildn9 design&. For garnaeal guldame IMI, regarding tamltagan, paslhy L�ntrol, strrrage: delivery, erecdart. mtdinac4tg cerault QST 88 0ae,itySWnderd, 058• as tracing Specification, and MID -91 Handling Inetettatton and Brectag Recamroerdpion available from Trues . Plate institute. Sal WO—Orlo 0rl". aar.M.n.. WI 537,9 fkl:Ta♦r �fK: c; If', d--ZB.£.g...oN 0N1 S3181SHNI Y.311A-44.9 I £ -Z00Z ' IEue.f I LU �l SSfilu 31affi1(fi'i -sww BZ-vE "Z vEP XIM UVJ:Zi ZU7riZY£U - Job Truss Tidss 7y ii" I f R1239025; 111237 : AJ CAL HIP 1 1 1 j ! loptionail- moss lumber, REODIMG. CA 96061 1 4.201 5111 s Oct ��2o6i iv�i%li Industries, inc. Wed Jan 3b ib:58ii50 11 e f 340.6 7-6-3 15-0-8 22-6-10 30.11-4 3t-11-1135.0-12 435-6 50-11-10 i 5&5.13_ ..a_66-0-0 I 7.6.3 7-6-3 7.6-3 8-4-10 14).7 1-0-7 8-0-10 7.6.3 7-8-3 746-3 2-0.1p 6�d0 rc. 3.00112 8x10 5x55 6 5x5':. , _._ . � 7x6 4 7x6 115 I 5x5 .._ 3 _ 8 5 c. a 2 : _ :_-• 10 •_-.._-___._-....._.—.-'-----.... .......... o 5xl"0 .... 5x. A .5x8 18 17 16 15 14 13 12 11 _ 3x6 .I! 8x17.5 111116 _ 5x5 =_ 7x8 7x8 - 5x5 8x17.5 M1116- 3x6 II TFMP"ANO PRMANENrBRAC)NGPLAN 5)�At �$� DESIGNED BY QUALIFlEO BLDG. DESIGNER AND APPROVED BY ARCHITECT, PROJECT ENGINEER AND LOCAL BLDG- DEPT. 7-6.3 95-08 22810 30114 9543-12 431'6 50.1110 68-&43 669-0 75-3 7 8 9 7455-3 8 ¢10. 4.1 8. 8440' 7.83. 7.53- 78-3 117:0-8-12,0-s-01 LOADING (psf) I SPACING 2-0-0 CSI DEFL in goo I/deft PLATES GRIP '0 TCLL 25.0 If Plates increase 1.15 TC' .88 Vertall -1.04 15 >757. W2O 2201196. TCDL 7.0. Lumber. increase 1.15 BC 0.97 Vert(TL) -1.6316.16 >483 M1116 176/121 BCLL 0.0 Rep Stress Incr YES WB 0-97 Horz(TLI 0.42 10 n1a 8Cr3L 7:0 Code. UK971ANS196 1st 1C LL Min. Udefl _ 360 Weight: 416 Ib LUMBER M 13RAC1fiiG TOP CHORD 2 x 6.VF.NoJAL8Ar-G. TOP CHORD Sheathed or 2-1-13 oc purlins. BOT CHORD 2 X 6 DF No.t &Btr-G BOT CHORD Rigid ceiling directly applied'or 1D=O-D oc bracing. VERS 2.x. 4 DF Stud/Std-G- WEBS. 1 Hoer, at midpt 2-17, 3-16, 5-14, 8-13, 9-12 2 Rotors at 1/3 pts 4-15,7-14 REACTIONS (1b/size) 1=2563/0-3-8,10=2563/0-3-8 FORCES IIb) - First Load Case Only TOP CHORD 1.2=-9083. 2-3=-8031, 3.4=-6884, 4-1S=.15699; 5-8=-5547,8-7=-5705. 711 -13884, 89 81)31. 340-= -9083- 807 CHORD 1-18=8794, 17-18=8794, 16-17=7788, 15.18=6679. 14-15=5547, 13-14=6679; 12.13-7788; 11-12-8794, 10-11 =8794 WEBS 2-18--T(K 2-17=-1-034;3-1.7=360, 3 -18==1244,4-16-,67.4,.4-1b_=-1346,,5.15-842,.5-14=-0,6.14=843, 7-14=-1342, 7-13=674, 8-13=-1244, 8-12=360, 9.12--1034, 9-11-104 .NOTES 183. 11 This truss has been Checked for unbalanced loading conditions. 21.WARfflNG; The.tinusuagy.".span.andforA=m4 ration,of this truss requires that extreme care be used in its application. use proper transportation, unloading and erection methods. Assure that all required web lateral bracing it commuhicated'10 #hebuiding contractor: Emam that-OM-aR-buiWmg bredngds-designed.by.a.qualMed.xnghree4_archltecL•or building designer. 3) Provide adequate drairwge to prevent water ponding. 4) All,plates-A!e_MI)20 plates union otherwise indicated. 51 This truss has been designed for o 10.0 psf bottom chord five load nonconcurreyt with any Mui live4trads per -Table No- is B {1BG97. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) This truss has been designed wisth AWSIrM-1-1995 Erdvft: 81 b-1or t M.brace LOAD CASEISI Standard Jlrnuary. 31,2002 tai i'7t1t'1i\G - t/r.rift rLesign 14urrrmcrrrs rmtf fffADfVOTES!}NTTddS�4lJD ItCYG12SG.SlUL BL(ORF USf Design valid tot use only wlih Wall connectumWis design isbacad orey'ttpott parornelere'Ntownr-end'tz kran'IMMe'N euldtng4ompoaent40be4nsWI-d.a,4loadedvmlteelly_ Apolcablaryof doslgnparameters and proper ncor icratlon of component Is responsibility of building designer- not buss designer. Bracing Shatim Is for lateral suppen of Individual web members only-Addiilonel temporatyliraoinglotneUrb sttiFJttytivrfip'constnrctkonisftla•te8pe+Isibll8y-0fttraewctor. +u A Ilional parmanerd br tng of the overall structure to the responalblaty of Ina bolding designer. Fm general yuldance regarding fabrication, quality eonboL storage, delivery, erecilon, and bracing, consul OST88 Owitty Standard, 098- 89 Bracing Spe0ieaffon, and TUB -M arM9rechr9Recon+mandof" -availableN otAtun. ALTe1, t...j. ea.:s. Inc. 'P4ala4naNw„- er. 11.11.-L1A�r`•� ••�•r•— M139719 SZ; I 'd___d8E8'0N '0141 S3181SRNI 81113.—Nd911 —0-0.Z ' 1E*ue.f. 6T0 ssnm. x7mni ssowz sa£E V'bz On 09:91 zoiszno !-Job 7r.iss. RI 239015' M1237 A ;COMMON ;30 1 _: !nOss lumber,'REbOIND, U sSifol "DRi s Oct 2"9-2 0rsi MiTek t(�nd�ni-nTes, inc. Wed Jan 3b"1658:05 2007-f'taget 6-7-3 13-2.6 19.9-10 .. 20-4-t3 33.0-0 39-3 ., 46 6.0 .2 _ -7 .6 .t., . 52.8-10 58.4-13 .6.0 -- --. i... ... ....__._..__.�..-__ 6-7-3 6-7J 6.7-3 6.7.3 6-7-3 6-73 6-7.3 6-73 6-73 6-73 Scale 1,114.7 3.00.r['I 6x6 = 7x6 - 6 7x6 >, I 5x5 5 - -5x5 $x17.57v11116"=% =' 8x17:5 M1116 .421 ... _ - - 3 20 - - 3 3x6 x6 10 �.._ 0 6x10 :- 5x 0 = o 5x8 - 19 18 17 16 15 14 13 .12 5x8 bx5 _ 8x17.5 =116= 5x5'= 7x8' = 7x6- _. 5X3 == &17.5 U11116 5x5 .- 1'.EMP- Af±1D.PERMANENT.SRAC►NG.PLAN SHALL BE DESIGNED BY OUAURED BLDG. DESIGNER AND APPROVED BY ARCHITECT, PROJECT ENGINEER AND LOCAL BLDG. DEPT. 14.9-0 YI-0-0 28.4.0 36-8-0 44-0-0 51-0.0 se -6-0 66'-0-0 �.-._.._.. 1 --i �.- _.1 i- -•----1 7-4-0 7-4-0 7-4-0 7-0-0 7.4-0 74-0 7-" 74.0 744 7UFe Uftaeia lx,Y1 -- 116:D=3.8;O�a121;118:(!•8.1.2;0.4.81 LOADING (psf)" -' - sPACiNG 2°0-0 —CSI `~ DEFL In riot) 17def1 'PLATES ISM TOLL 25.0 Plates_tncrease. 3_75. TC 0.74 VertILU. •1.01 15-16 X781 M1120 2201195 TCDL 7.0 I Lumber Increase 1.15 BC 0.94 Vert(TU 1.85 15-16 >477 MI116 176/121 BCLt. i0;0 Rep Suess incr YfS We 0.64. Hert(TO. 0.38. 1.1. fl/a BCDL 7.0 - Code UBC97/ANSI95_ T (Matrix) 1 st LC LL Min I/defl - 360 Weight: 413 Ib LUMBER BRACING TOP CHORD 2 X 6 OF No.1 &Btr.G TOP CHORD Sheathed or 2-1-15' oc purlins. .BOT -CHORD. 2 X.4i.f1F. S5 -G_ BOT CHORD Rigid caling.directly, applied or 10.0-0 oc bracing.. WEBS 2 X 4 DF Stud/Std-G WEBS 1 Row at midpt 5-16, 7-15 WEDGE Left: 2 X 4 DF Stud/Std REACTIONS (lb/size) 11=2708/0-3-8.111-2617/0-3-8 FORCES IN - First Load Case Only TOP CHORD 1-2 9519, 2-3--9358, 3-20--8730, 4-20 8682, 4-21=7460,. -21 = 7385, 5-6=-8137;13.7=-6081, 7 8=J214, 89_= E35.9.9_]D=•9D]3 ,]0 ] 1 --9179 BOT CHORD 1-19=9152, 18-19-8673.17-18-7611, 16-17-6436,16-16-5331.14-15=6327.13-14-7325, 12-13-8304.11-12-8824 WEBS4-18-1104_.4-17=•1104,5-17=1318,5-16--1303,8-16-1428, 6-15=1292, 7-15--1170,7-14=1 125, 8-14--926 8.13=1022, 9-13=-609, 9-12-475.10-12--233 NOTES. 491 11 This=tfuss•has.bem4hecke-d.tw.unbatanced-403 'W9 -conditions. 2) 200.01b AC unit load platted on the top chord, 19-0-0 from left end, supported at two points, 5-0.0 epert. 3) tNARN1NG: The tmasiratlytong-sp-,rt artd/pr-oonf'rgtyration ef.this.trwus.tequires.tAat exxartta caw.ba.used.lttrts application. Use proper transportation, unloading and erection methods. Assure that all required web lateral bracing 1s communicated to the building contractor. 1-nsure that over-all building bradngfsi-des:gned•bya-Avafifred enginteir architect. -or building designer. 41 All plates are M1120 plates unlass otherwise Indicated. 51 Thistrw,s.-has been destgned.for.a.M0_; f npitnm chord live load nonconcurrent with any other five loads per Table No. 16-8 UBC -97. I A plate •rarirry reduction of 20%fts been applied 4or the.green lumber membets.. 7) This truss has been designed with ANSI/TPI 1-1995 criteria. 8) Special hanger Is) or connectionisl-requlted to support-cancerroated toadis) I00r01h cl-n w I5-" O. erut.143D•Qlb.dewa.at 20.6.0 on top chord. Deslgn foi unspecified connectionls) is delegated to the building designer. 91 block at brace 2DAD'CASM) 'Slan&drd January. 31.,2)3(32 14 .WARNINC - and READ NOTES ON THIS AND REVERSE. SIDE. REFORE USE Design valro+dr-usavnlyVMhThtadestp-to based 9*. ariqulormIndividual bugdlno component to be Installed and loaded vertically. Applicability of deeign paraneters and proper incorporation of component is responsibility o1 building designer —not truss designer. Bracing st~la far '121813l'Support d9'It72vttfuat .veb-membersenly. Additional 1e Me tasDonsWlllp of the elector. TM Additional permanent bracing of the overall structure is the responsibility of Me building desionet Far general guidance tegardng fabrication, quality control, storage: delivery. erection. aAci brata'ng, toasart'gST afs Ow "5lavdard, -DSS in - 8a8racln9HO-91 Handling installation and Bracing Recotatlleredellan available from Truss •_ y Plate Instiluto, 5113 D'Dnoirk Drive, Madison, wf S3719 eek Indwbies, Ill . 9Z/Z ' d--ZHO' 4N S3181HIM NhIfl HIM —ZOO? ' i£' "-P GTnM ssn3l,f, xrqAwnn scow s7F.E Vtiz oss xvj rs:zc zoiSziEo :hob .... .. T+uss Type R1239Qt6 MM -1237 !A1 :COMMON 1 �2 ! t , l (optionall - _. �....<.... _ .._ _ _K moss i'u'mtie% 1'iE15Dl)Ji, CA 96001 � � � � � � 4.201 SRl s Oct 26­Mtl`ek Industries- Inc. Wed Jen9b �'16:5'9aS9 Y002 Page 1"_ 6-73' 13 2.8 113 8=1b' 213 a=t3 99.7.3 462-B S -9-'.04. 53-g-' E8C D .6.7-3 .8-7-3 -6-7-3 .6-7-3 XW-3 64 -3 .843 .67.3 6-7-3 .5-7-& Scale = 1:113.9 3.00 j'12 - 6X6 7x6 = 6 7x6 zz 119 18 17 1S 15 14 la 12 51ts -: 740 = NAS - NS = 7x8 - 5X5 - We 5x5 - TEMP. AND PERMANENT BRACING PLAN "LL11E-DESIGNEt3 BY QUALIFIED -SLOG, DESIGNER AND APPROVED BY ARCHITECT, PROJECT ENGINEER AND LOCAL BLDG. DEPT. 7 -a -o laB-0 2z-oa 3"_0 44-0-o st-4-o sero 68-0-0 7-4-0 7-4.0 7.4-0 7-4•Q 7-4.0 7-4-0 7 4 0 7-4-0 74-0 Fieiibirsei'siiif-02=fITT U IT -3464--17M iT6 .[.1.&:Q-2-8,II-48?, [1.Hd]_-2.8.Q• 4..Q1 10A.D-WO 'Ips l �- SPACING 2.04f CS) TOLL 25.0 I Plates Increase 1.15- TC 0.30 7ML 7.0 'Lurribar'Increase T.13 BC O.W BCLL 0.0 I Rep Stress frit, YES WB 0.29 BCOL 7.0 I Code U8C97/ANS195 (Matrix) LUMBER TO? CHORD 2 X 1i'OF'No.1-8f9" BOL CHORO. 2 X & Df NO t&Str G. WEBS 2 X 4 DF Stud/Std-G #t{,zgCTIONS -(Ibisi2a) 1=2563/63-,8, 14=2563/03$ Max Grav 1=3661 goad case 4), 11=3661(load case 3) BRACING TOP'CHORD SMathed'ar 4 8 9 oepurlins. SOT CHORD Rigid ceiling ditecth7 applied or 10.0-0 oc bracing. FORCES Jib) - First Load Case Only TOP CHORD 1-2--8976, 2.3=-8810, 3-4=-8159, 4-5m-6994, 5-6--5659, 8-5--8139, 9-1.II=-138.0,1.0-1.1 �•&37fl BOT CHORD 1-19=8628,18-19-8092.17-18=7111, 1&17-6113.15-15-5115,14-15-611:5.13-14-7111. 12-Y3=1;092, ??-12aE62$ VVESS 6-16-1293, 6-15=1293,7-15--1172,7.14=1126,8-14--928,8-13-1022. 9-13=-613, 9-12-491, 10-12=436 NOTES 18) 1') Thistrossfires been Chee(cedfor -unbelPriced. 30arS09conditions. 2.F WARNING,. The --unusually -long spanandW varlflguration of this truss.eequires that extrema care be used In its application. Use proper transportation, unloading and erection methods. Assure that all required web lateral bracing is communicated to rhebodingtpntrm-tu Ensu that aysr�ltcrilrlingtnacing-is des nedtrysquatillsdenglnear.acc3titect,orbuildiaB designer. 3) Trois trues has been destgned'or a'ta.D psf bottom cu irlive-toad Drthertive'loadrper Table -'No, M1" .'UBC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) This truss -has-been Aesign.edwith -AN,SUTP.1. 1-1,995 critar)a.. 6) This truss has been designed for a total drag load of 8700 Ib. Connect truss to resist drag loads along bottom chord,from '0-U'o-M 66-0.0 for 131.6 pW 7) 2 -ply truss to be connected together with 0.131 "0' Nails as follows: Top chords'connected as follows: Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc: Webs connected as follows: 2 X 4 -'1 row at 0-9-0 oc. 84 blerh at brace LOAD CASEIS) Standard Janvwy S 1, 2002 A tYARAIIWG - Verify-rksl$n pruunwrers.und-READWOTE-S 0 .7a11SAND REVF,R.51i SIDE -BEFORE USE 'Oesign'aeltd:QYUsennlyWlth•slftrlt'Wdmetom This'da9Mis, bad-%*uponparameteBShovel, and la.f«an.indlik at building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer- not truss designer: Bracing -shown Is forisleratsupport otfndli4rif 'r,eo'mwrsbets:d!tw.:Addi!Idrtalterrtoarary txacing_toinsure etebilllyd.tbeersctor. WWA Additional permanent bracing of the overall structure Is the responsibility of the b Rding designer. For general guldance regarding fabrication, quality control, starage,'dslivery, erection, and braektg; consuI%121rtfe autilltyHLrtdsrd;1750- fl.99rsch.l;9^eciflAaHon sadMtBlitkdrtdl.Ingfastaflellen$ridBrsotrtgflooaameadrtlanavallahlefrom Truss Plate Institute. Earl b•Onnfrlo tlrty. N.dl•n.. WI 93739 1"'•i4'• fine. 9i,/£ ' d-18to., 0A O'N1 :-31-NiS'n'041 Adi'M A*U:£ -100b ' 1£ .( F-T- qrn CCfIx.T. N4A[1f1'1 sono 139rr._* tik os.s XVA 19:7.r Z0i97.ircl -GRIP -- VIM in iia:) i/defl -PLATES 1. Ven(LLI -0.5577 17 >999 M1120 220/195 Verl(TLt v. V �V /7 �2i HaZ[TLI 0.19 11 n/a 1 st LC LL Min I/deft - 300 Weight: 823 Ib BRACING TOP'CHORD SMathed'ar 4 8 9 oepurlins. SOT CHORD Rigid ceiling ditecth7 applied or 10.0-0 oc bracing. FORCES Jib) - First Load Case Only TOP CHORD 1-2--8976, 2.3=-8810, 3-4=-8159, 4-5m-6994, 5-6--5659, 8-5--8139, 9-1.II=-138.0,1.0-1.1 �•&37fl BOT CHORD 1-19=8628,18-19-8092.17-18=7111, 1&17-6113.15-15-5115,14-15-611:5.13-14-7111. 12-Y3=1;092, ??-12aE62$ VVESS 6-16-1293, 6-15=1293,7-15--1172,7.14=1126,8-14--928,8-13-1022. 9-13=-613, 9-12-491, 10-12=436 NOTES 18) 1') Thistrossfires been Chee(cedfor -unbelPriced. 30arS09conditions. 2.F WARNING,. The --unusually -long spanandW varlflguration of this truss.eequires that extrema care be used In its application. Use proper transportation, unloading and erection methods. Assure that all required web lateral bracing is communicated to rhebodingtpntrm-tu Ensu that aysr�ltcrilrlingtnacing-is des nedtrysquatillsdenglnear.acc3titect,orbuildiaB designer. 3) Trois trues has been destgned'or a'ta.D psf bottom cu irlive-toad Drthertive'loadrper Table -'No, M1" .'UBC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) This truss -has-been Aesign.edwith -AN,SUTP.1. 1-1,995 critar)a.. 6) This truss has been designed for a total drag load of 8700 Ib. Connect truss to resist drag loads along bottom chord,from '0-U'o-M 66-0.0 for 131.6 pW 7) 2 -ply truss to be connected together with 0.131 "0' Nails as follows: Top chords'connected as follows: Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc: Webs connected as follows: 2 X 4 -'1 row at 0-9-0 oc. 84 blerh at brace LOAD CASEIS) Standard Janvwy S 1, 2002 A tYARAIIWG - Verify-rksl$n pruunwrers.und-READWOTE-S 0 .7a11SAND REVF,R.51i SIDE -BEFORE USE 'Oesign'aeltd:QYUsennlyWlth•slftrlt'Wdmetom This'da9Mis, bad-%*uponparameteBShovel, and la.f«an.indlik at building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer- not truss designer: Bracing -shown Is forisleratsupport otfndli4rif 'r,eo'mwrsbets:d!tw.:Addi!Idrtalterrtoarary txacing_toinsure etebilllyd.tbeersctor. WWA Additional permanent bracing of the overall structure Is the responsibility of the b Rding designer. For general guldance regarding fabrication, quality control, starage,'dslivery, erection, and braektg; consuI%121rtfe autilltyHLrtdsrd;1750- fl.99rsch.l;9^eciflAaHon sadMtBlitkdrtdl.Ingfastaflellen$ridBrsotrtgflooaameadrtlanavallahlefrom Truss Plate Institute. Earl b•Onnfrlo tlrty. N.dl•n.. WI 93739 1"'•i4'• fine. 9i,/£ ' d-18to., 0A O'N1 :-31-NiS'n'041 Adi'M A*U:£ -100b ' 1£ .( F-T- qrn CCfIx.T. N4A[1f1'1 sono 139rr._* tik os.s XVA 19:7.r Z0i97.ircl ..._. _............ . ... ...�Oiv-".d?iy -t�iassLt�MBa:fi ......._...... .._ .. .. . Job Truss ; Truss Type i R1239028 M 1237 JA R80T7RL;SS 2 i toptirxtal) _. moss (umber, Flft0 G. CA'96001 4.201 f21 s hetL5' 2001 MiTek Indusiries, frac- GWed Jan 30 �6:W. i7 202 mage f ...'1'5'1 ___.f-•---`-----------• �t'-`��S.- --------••----......._. ern. .._. _.-_—._._----•- 15-6 3 'L17AO'r.* (psf) - -- SPACING Z-0-0 - 'CS1 TCLL 25.0 Plates Increase 1.15 TC 0.06 TCDL 7.0 Lumber Increase 1.1S TIC -O.OZ BCLL 0.0 .Rep Stress Inp YES WB 0.00 SCOL 7.0 Code USC971ANSI95 (Matrix) LUMBER ---- r� TOR CFibfib 2X S�r:tTo.T-bi$tt--G 80T CHORD 2 X 4 DF No.t&Btr-G -REACTIONS Sibrsize). a =-106/03-8, 4 �2(M.achanical. Max Grav 2=206110ad case 1), 4=220oad Case 2) MTICES'(ttil - Fust'Lo3d-Ca39.01rtty -YOF'CHDRD T=2=24, 23=-35 BOT CHORD 2.4-0 i)FSL in iloa 4/deft Vort/LL) 0.00 2 >999 Ver. -Jct '0.00 1.2 >'999 HorzlT14 0.00 n/a 1st LC LL Min I/deft = 360 -Scale = 1:7.0. PIATES GRIP M1120 220/195 Weight: 9Ib BRACING TOP -CHORD Sheedled or 9-&S-Oc Purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. -NOTES 15I 1) This truss has been designed for a 10.0 psf bottom chord five load nonconcurrent with any other live loads per Talife, . "TB4 Uacs7. 21 A plate rating reduction of 20% has been applied for the green lumber members. 3) Refer to girders) for truss to truss conmeeifons. 4). This: truss:Itas.hee o. designed with. ANSI JPI 1-1995 criteria. 5) block ar brace LOAD CASES) Standard dmuwy 3T,2002 Vetly.i+rbc.Ii;irt./rorrtrncfera..unS.2IL41).ND:CI•:SON7HLSANUX1iVFRSES/l.)ERFrORE• USE :Design v.,.9o'!Or u :eon?y tv1!hNBTekt4!nmctvre. Ttas•destgn•is'9ased•on!y ttpen•perameters shown, and Is !or4e.i+d1vk1"- buildirtq Component to be installed and loaded vertically. Appl!tablllty of design paiamelors and proper Incorporation of component Is responsibility of buading dealgner _ not truss designer. Bracing shown is for lateral support of InC!v,6uat 'Web fbatfel:+ls'mdy:AA-ftonaltemporerybraciw_toftmstability dudagco!!etr9c0mIs.thamupoWhI ytOf.[beerector. ti Addittonel permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication. Quality control, storage, delivery, erection, and bracfng, eonatitt OT5R o8 Gu 7ftySw'Eti3!lf;tiM-S-Er -ea*mcfng 9pecifiaetten, and 141941, fenrlF!eg{nstettetloraaaaRcaclrgsecaaomandefipn ereWft from rause Plate Institute. Rai D'onnfrio Drive Yedlxnn. N) 63719 +/selfsE>AtAi. Inc. r �[ s 1bts�afi�I tot---l�dU .0 t�—iaez 6T0SS118i Hall al SSON 6ZE£ 6tiZ 6 tis XVd ZS:ZT 90/99/co _._. Job Truss :Ivi1237 0 moss lumber, RUMING, CA 96001 .. _ . _ ... .... . .f -Truss Type 1' TtbbF TRI dSS i 1 R12390291: ,l (optional). _ _ .. _.. _ �. -' ""4'ztii sof s t7ei 2'i-2161 Mi¢eiilndusuies. lrtc: Wed Jan 3o tlii5$:t72062E'age Scale = 1:9.3 241 z i,.-$ -LOAOMG (Pzfl SPACING 2-0:0 -CSI — DEFL in lice} 41 of, PIAT ES, — GRIP TCLL 15.0 Rates Increase 1.15 TC 0.07 VertlLLl -0.00 2-4 '>999 M1120 220/195 TCOL 7.0 Lumber 4wrease 1,15 BC O.OS 1lertfru Dao 1-2 >999 BCLL 0.0 Rep Soess Incr YES we O.DO HorctT0 -0.00 3 n/a BCDL 7-0 Code UBCS71ANS195 IMatrfx), 1st LC LL Min Well a 360 �-^weight:. 14 Ib LUMBER BRACING TOP'L`TORD 2X6DTlo.T&Btr=G TOP'CHORD :Sheathe dtx2-$1.6ocpwtinS. BOT CHORD 2 X 4 DF No.t &Btr-G BOT CHORD Rigid ceiling direcdy app(IeA or 10-0-0 oc bracing. REACTIONS {Ib/size). a= bZMedmnical.2=242/,0-3.8 4=18/Mechanlcal Max Grav 3-52(load case 1), 2m2420oad case 1), 4=451)oad case 2) FORCES pb) - First Load Case Orly TOP -CHORD 't*2.= 24. 2.3 a 43 BOT CHORD 2-4=0 NOT- -(5). 1) This truss has been designed for a 10.0 psf bottom chord live bad nonconcurrent with any other live loads per.Table No. I B WBC -9.7. 2) A plate rating reduction of 20% has been applied for the green lumber members. 31 Refer to girder(s).for truss to truss connections. 41, TNI & truss..hasIteen. dasigned with ANSI/TPI 1-1995 criteria. 51 block at brace YOA•D:CASE(S) 'StYfhM" January at,2002 tN't h7Z i NG - Vr, i%q, d,-vi;pi: /uerrtr»t /r rs trnr! NFAO M07:-ES'UN.7'HIS n'Nn !('EVERS'(:, SIDE AEF -URE -USE Design valid for use only wilh Mik connectae.Tlils 46fln7sbasad city upon pard Meters shown, and'I3?ormr'BWhhlu� -0e;:ding.�mponent.m.be.Insralladand..loadedvanicagK-,nppllrshigyt of desipn.garematere antl.propor Ineoryoradon of component Is responsibility of building designer - not truss designer. Bracing ahown Is for lateral support of Individual rieb members only. Add,1{onal temporarybracrng'tolnsure Wbiloy gtf"02lh3truCtRm'tsttlelespar+sFb�r'aFtha-arector, �r AodllignaM.pernranenl bracing. of the overall structure Is the issportelblil{y of the btdlting designer- For gene rel gum— regarding fabrication, quality control, storage, delivery, erection, and bracing, consult QST4re Quality Standard, DSB- PtaBte Inef9 rPa[� M/no D�� Y'rTan8lflt[n929fl9ticvr8sQllrecttegAasoelerendatlonarvambbiromTruss gZ/U A—ZBWON —Dlii i'd6t�£ _ZOOZ '!£•o:EF— RTO SSfiHl 2iHUN11'1 SSON HUR 66Z OUS rVd ZS:Zi Zo/SZ/£0 :!nit Trrrss Tress Typer�SS'LtlkhPER- R1239030 iV)1'2�7 ; JC At3DFT�`lISB 2 � 1 _ lop_ conal) _.. _ .. — .. ---..- - 0 _ MOSS lumber, BEDDING. CA 96001 4.301. 5R4 s''i'1cf 152001 Mi ek Indus[rtes, Inc. Wed T 30 1 �-6B=t�8 2002 Ise n t -'- 1-&0 4-" 4.5.6 PLATES NAM Weight; 20 Ill, tt1M$ER. BftilrW t TD?:CHQRD 2 X:6:D-'No.1&Btr-.6 T.OP .C+IORV Sheathed'a 4.5.5'oc.purfins. BOT CHORD 2 X 4 OF No.1 &BU -G BOT CHORD Rigid tailing directly applied or 10-0-0 oc bracing. REACTtOKS 0b/sis4 3=1121Med+anicaf.2m28fl[0-38,4=23Mtechanical Max Grav 3-1121load case 1), 2-2881toad esso 1), 4=710oad case 21 FORCES fib) - First Load Case Only TOia'CHORD 1.2 24, 2-3--0a BOT CHORD 2-4=0 .NOTES 451 1) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other fve loads per Table No. 16-8 UBC -97. 2) A.plate rating reduction of 20% has been applied for the green lumber members. -3) Refer to girder(s) for truss to truss connections. 4) TN.&tsuss.has.been. designed with. ANSUTPI 1.-1995 critatia. 5) block at brace -LOADr,AS&Sl Standard GRIP 220/195 3-1ibrs January 31,2002 WANKING -- Vrri/j drl.cien yrrrxrmefers unci READ NOTES ON 77i7S ANU Rh_'VERSB .SIV/: BEFORE USE Design Yal!d for use only wilh MITek connectors. This design is based only upon parameters shown, and Is for an individual bullding component to be installed and loaded verikally. Applicability of design parameters and proper incorporation of =--zcn:t!ti§/e8-,iBR'fb111:/af3eLRh't�reSg^er-'ItCYErussT! S!tar. �tatfi43hoamisior'tateratsupport•c-fttdvidual web members oNy. Additional lamporery bracing to insure stabUlty during cbr *lilon Is the Iespons1011ity of the erector. of Additional permanenl bracing of the overall structure is the responsibility of the building deslgfwr. For general guidance regarding•trodcatron; ql:slily'rnntrol::simaga,�dafiv®ry,�ereeticn, andbrac!nor'consW OS;"88•QualityStasfdatd.DSH- 09 Bracing Specification, and filo-91 Handling Installation and Bracing Recommendation available from Trues plata Institute, 583 D'Onofrlo Drive. Madison. WI 63719 4fft&drema, I.--. 91/0Z-d—Z8E8a.N.4 S3.1b1SHN1 N311W—Rd0 Z -C –ZOOI 4'9,uP s�o ssan Naaaa snow 'Uttt 3rz nrs iva z5.,zT zursz�s� LOADING (psf) �. SPACING 2.0-0 CSI' DEFL in floc) 1/deft TCLL TCDL 25.0 710 Wates increase i. Lumber Increase. 1.15 I t-5. TC ac 0.08 0.7.1 Vert(LU Vmt1.T11 -0.01 -0.02 2.4 >999 2.4 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TLI -0.00 3 n/a 3CDL7 0 _ 'Cade U8C97/A►dSt45 iMat+aei isL LCiliAn►t/defl = 36S) PLATES NAM Weight; 20 Ill, tt1M$ER. BftilrW t TD?:CHQRD 2 X:6:D-'No.1&Btr-.6 T.OP .C+IORV Sheathed'a 4.5.5'oc.purfins. BOT CHORD 2 X 4 OF No.1 &BU -G BOT CHORD Rigid tailing directly applied or 10-0-0 oc bracing. REACTtOKS 0b/sis4 3=1121Med+anicaf.2m28fl[0-38,4=23Mtechanical Max Grav 3-1121load case 1), 2-2881toad esso 1), 4=710oad case 21 FORCES fib) - First Load Case Only TOia'CHORD 1.2 24, 2-3--0a BOT CHORD 2-4=0 .NOTES 451 1) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other fve loads per Table No. 16-8 UBC -97. 2) A.plate rating reduction of 20% has been applied for the green lumber members. -3) Refer to girder(s) for truss to truss connections. 4) TN.&tsuss.has.been. designed with. ANSUTPI 1.-1995 critatia. 5) block at brace -LOADr,AS&Sl Standard GRIP 220/195 3-1ibrs January 31,2002 WANKING -- Vrri/j drl.cien yrrrxrmefers unci READ NOTES ON 77i7S ANU Rh_'VERSB .SIV/: BEFORE USE Design Yal!d for use only wilh MITek connectors. This design is based only upon parameters shown, and Is for an individual bullding component to be installed and loaded verikally. Applicability of design parameters and proper incorporation of =--zcn:t!ti§/e8-,iBR'fb111:/af3eLRh't�reSg^er-'ItCYErussT! S!tar. �tatfi43hoamisior'tateratsupport•c-fttdvidual web members oNy. Additional lamporery bracing to insure stabUlty during cbr *lilon Is the Iespons1011ity of the erector. of Additional permanenl bracing of the overall structure is the responsibility of the building deslgfwr. For general guidance regarding•trodcatron; ql:slily'rnntrol::simaga,�dafiv®ry,�ereeticn, andbrac!nor'consW OS;"88•QualityStasfdatd.DSH- 09 Bracing Specification, and filo-91 Handling Installation and Bracing Recommendation available from Trues plata Institute, 583 D'Onofrlo Drive. Madison. WI 63719 4fft&drema, I.--. 91/0Z-d—Z8E8a.N.4 S3.1b1SHN1 N311W—Rd0 Z -C –ZOOI 4'9,uP s�o ssan Naaaa snow 'Uttt 3rz nrs iva z5.,zT zursz�s� .-.!.Qi, :,qtr - EACISiVMBEH- Rt 23903 M1237 JD !ROOF TRU89t ; foptiona) _ �t3�Jax...,., moss lumber, BEDDING. CA 96001 $.'FtYI 5�• s Ott 25� $66`1 9.116k Intiustrles, Inc. n 30`1�o�gi 5 c00.3 gage i ......7-Er0 ........_.._. ,-6-0 i �I. i I. .. .......... . 4.00 (3Z. 5•t t-8 Stt-s 3 4 Scale = 1:15.1 -7 - . LIP E� .REAC41ONS .0b/size). 3- •1.66/Meedanical, 2=341/0-3-8, 4=40/Mechanical Max Grav 3-166003d easel), 2-341(load case 1), 4=96(foad case 2) FORCES 11b) - First Load Case Only TCP'CPGPD 1-2=24.2-3-44 BOT CHORD 2.4=0 .NOTES 151. 1) This truss has been designed for a 10.0 psf bottom chord five load noneonc%wont wfeh any other'&L•a Toads per Tabls P)b. - e"8. t)8C-97. 2) A plate rating reduction of 20% has been applied for the green lumber members. 3) Refer to girder(s) for truss to truss connections. 41. ThiLiniss.has beep designed with ANSIfTPI 1-1995 crile4a. 5) block at brace YOAU'CASE(S) 'SMD'JM ion%-sry 31,300:2 '1!y"t`A./!'P1f� -'V4ri;Srzl^:rl.rt riRl'L+rtelF;,r•cr7</1?rAD NC)T�GS U�/ l'L�/3..ANlJ-RE.I<EKSG..SUJ£•. [fEFU!?F. IJ,SF Design valid for use only with W%: itt mmsetbrs.7his d5stgh it bEnl'cit:9'c�eparavraiaraaham, snd�b �ter�ett8ednldual buaNngcampoAentlo be installed and loaded vettioarly. Applicability of design perarnelers and proper fnsorporation of component Is responsibility of building designer - not truss designer. Bracing shown 19 for lateral support of individual - w6b merbers only. Additfora!temgtMV bwL 1111 Into stabifivydwInyCCrtaeallonisMfa responomlityolthe Anchor y+ Addltionel.permanent bracing of the overar1 structure 18 the m8ponslbillre of the building d? ignar. For general Wdence regarding labrimliw. quellty Control, storage, deffvery, erection, and bracing, consult 4SST-g$ i`.rw$yEtan2sr?,BSa- , 'S:1„sC:rg'_.CtFt!^'S2hn.Er.0i1t�'9±ffex!CflrtgIrtstdHetlerr.and9rsofu:9.�tecoatmatttbdlenavatlable from Truax Place Institute. aa] e'O„otrto DO— WAipnn. WI S2719 ��� j�8>�_ ��• qZ/i d—z8E8'oN Si1i1Sf�'QiV`f x311. N.OZ_.E —8'8Z 'l£'Uer.. _. azo ssnxL HaRRM SSON 6zEE 6tz US Xvd Es:zT zoisziEo s-,1$ CSl DEFL in (hoc) I/dell PLATES GRIP LOADING (psfl .'CLL 25.0 SPAGING Pieties Increase 2-0.0 1-95 7C D.18 Y6rt(LLT =0:05 -2-4 >-999 '1 '20, 224)/x95 LCD.L 2.A Aur -her Increase 1.15 BC 0.21 VertITL) -0.08 2-4 '>836 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TU -0.00 3 n/a }. BCDL 7:0 Code -UBCWJANSi95 4bAatdxl UtLCI.L.Min..l/deft - 360 Weight: 25 Ib LUMBER BRAG"'(G TCP'CNOR`J '2 X'6'DF T:b.1$'8ff=5 3OP CHMD Sheathed oc.5.13 6 ae4wrllns BOT CHORD 2 X 4 OF No.t &Btr-G BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. .REAC41ONS .0b/size). 3- •1.66/Meedanical, 2=341/0-3-8, 4=40/Mechanical Max Grav 3-166003d easel), 2-341(load case 1), 4=96(foad case 2) FORCES 11b) - First Load Case Only TCP'CPGPD 1-2=24.2-3-44 BOT CHORD 2.4=0 .NOTES 151. 1) This truss has been designed for a 10.0 psf bottom chord five load noneonc%wont wfeh any other'&L•a Toads per Tabls P)b. - e"8. t)8C-97. 2) A plate rating reduction of 20% has been applied for the green lumber members. 3) Refer to girder(s) for truss to truss connections. 41. ThiLiniss.has beep designed with ANSIfTPI 1-1995 crile4a. 5) block at brace YOAU'CASE(S) 'SMD'JM ion%-sry 31,300:2 '1!y"t`A./!'P1f� -'V4ri;Srzl^:rl.rt riRl'L+rtelF;,r•cr7</1?rAD NC)T�GS U�/ l'L�/3..ANlJ-RE.I<EKSG..SUJ£•. [fEFU!?F. IJ,SF Design valid for use only with W%: itt mmsetbrs.7his d5stgh it bEnl'cit:9'c�eparavraiaraaham, snd�b �ter�ett8ednldual buaNngcampoAentlo be installed and loaded vettioarly. Applicability of design perarnelers and proper fnsorporation of component Is responsibility of building designer - not truss designer. Bracing shown 19 for lateral support of individual - w6b merbers only. Additfora!temgtMV bwL 1111 Into stabifivydwInyCCrtaeallonisMfa responomlityolthe Anchor y+ Addltionel.permanent bracing of the overar1 structure 18 the m8ponslbillre of the building d? ignar. For general Wdence regarding labrimliw. quellty Control, storage, deffvery, erection, and bracing, consult 4SST-g$ i`.rw$yEtan2sr?,BSa- , 'S:1„sC:rg'_.CtFt!^'S2hn.Er.0i1t�'9±ffex!CflrtgIrtstdHetlerr.and9rsofu:9.�tecoatmatttbdlenavatlable from Truax Place Institute. aa] e'O„otrto DO— WAipnn. WI S2719 ��� j�8>�_ ��• qZ/i d—z8E8'oN Si1i1Sf�'QiV`f x311. N.OZ_.E —8'8Z 'l£'Uer.. _. azo ssnxL HaRRM SSON 6zEE 6tz US Xvd Es:zT zoisziEo Job T:.i33 M1237 JE moss lumber, REDOING. CA 96001 s 1-� TArzs- T4C- ' � R1239032 (optionafl I 4.29" SR i s OCt ZS LUTi I Tvit t ek�tndustnes, inc. V�Jan 30 i o:oS: io lbv2 Page 1 �3a 4 4:v3 REOMED -AT�v tsi r.... s. ........ .: Scale = 1:18.2 REACTIONS Ob/size) 2=339/0-3-8,6=33603-8 FORCES (lb) - First Load Case On)y TOPCHORD 1-2-12,2.3=0,3.4--13 MT CHORD-2-6=Q>S-6.=0 WEBS 3-6--275 NOTES (4) 11 This lrugS NOS $$tl`'!, �7fed � & 1'f3:^v-y33 OSiE'? Lh^ � �Ys � vee=r^s�sa i Moth any ¢the( live loads per TOM No. 16•B UBC -97. 2) A plate rating reduction oP 30gti has*been aplirtecTfof IN! U-Maii'iv7rt't" meibeT- -11 Tt,is truss has been designed with ANSUlIPI 1.1995 criteria. 4) block at brace --oA :9 C-ASEt51 Slanda_rd japuary 3.1.2002- 1.�q.r;;y(,ty( _ arc. r fy.c/e iKxs µrar srtu•)ers nd l?F:AD NOTES ON THIS AND REVERSE S/UY RRFORC USE aes;5n ��aa'rer usz b;f1y gran tat'akrovsa-lsas. T:sa �I, ::s �ssaxly .:�.A;a�etaracaawa. andtar« an.ie�xidwal building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component :s responsibility ol'bulding designer— not truss designer. Bracing Shown is for iateratsrppoii abidiYiffm *Web'mertsers dud 4ow.%xkuctioo Is the responsibility of Ma ereNa. M Additional permanent bracing of the overall structure is the responsibility of the building dedgrter. For gamiral guidance regarding fabrication. Qualify control, storage, delivery, erection, andbreiing, eoW.t'=-63'0Mff8Y �atr6�3, e3.8� 394xerrg Spsoainall^n,: r1M lrlSi•S.tBmdLng brxta)IaU.mt aft1fraoinq Recommeflili loll available tram Truss Plata Institute. Sea D'Onoldo Drive. Madison. yyl 53719 1 rPs�` 'fie tnc• Szizz (If�.7. ' IS.U2( . .. .. T7nFd1 ccnx.T. )uauwm csn>a, ��"� Fzs:r 1167, ors YV.a bs :7.T zoisziso 13-11-12 } 6.1-12 9390 2.0.0 CSI DEfL in pati 1ldetl PLATES GRIP LOADING (pat) SPACING I'CLL 25.0 ` Platesincrease IAS TL 0.Z3 VdRiLi)-O.D-1 210 71;-9 TQD-t, .7..Q .I. LumberIncrease 1.15 BC 0.22 .I Vert(TIL) -0.06 2-6 X999 SCLL 0.0 I Rep Stress Incr YES we 0.08 'i HorzfTL) 0.00 Na I 1slLC, LL Min )!dell -360 Weight: 33 lb BCDL };¢ C^Vs rtn a3 A!u�r35 T. C.t? t<J,{QRQ $JC fi QF.Ng..l $t�V-G 4Ar. TOP CHORD Sheathed Of 6-0-0 oc purlins. O BOT CHORD 2 X 4 DF No.1 &Btr-G BOTC14CAD :,Tgid ca1T(na c��t d\( ap)s.''e3 8y Tti %•ci c� b7&tirr3. Vv"E83 YT��'�::�•S REACTIONS Ob/size) 2=339/0-3-8,6=33603-8 FORCES (lb) - First Load Case On)y TOPCHORD 1-2-12,2.3=0,3.4--13 MT CHORD-2-6=Q>S-6.=0 WEBS 3-6--275 NOTES (4) 11 This lrugS NOS $$tl`'!, �7fed � & 1'f3:^v-y33 OSiE'? Lh^ � �Ys � vee=r^s�sa i Moth any ¢the( live loads per TOM No. 16•B UBC -97. 2) A plate rating reduction oP 30gti has*been aplirtecTfof IN! U-Maii'iv7rt't" meibeT- -11 Tt,is truss has been designed with ANSUlIPI 1.1995 criteria. 4) block at brace --oA :9 C-ASEt51 Slanda_rd japuary 3.1.2002- 1.�q.r;;y(,ty( _ arc. r fy.c/e iKxs µrar srtu•)ers nd l?F:AD NOTES ON THIS AND REVERSE S/UY RRFORC USE aes;5n ��aa'rer usz b;f1y gran tat'akrovsa-lsas. T:sa �I, ::s �ssaxly .:�.A;a�etaracaawa. andtar« an.ie�xidwal building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component :s responsibility ol'bulding designer— not truss designer. Bracing Shown is for iateratsrppoii abidiYiffm *Web'mertsers dud 4ow.%xkuctioo Is the responsibility of Ma ereNa. M Additional permanent bracing of the overall structure is the responsibility of the building dedgrter. For gamiral guidance regarding fabrication. Qualify control, storage, delivery, erection, andbreiing, eoW.t'=-63'0Mff8Y �atr6�3, e3.8� 394xerrg Spsoainall^n,: r1M lrlSi•S.tBmdLng brxta)IaU.mt aft1fraoinq Recommeflili loll available tram Truss Plata Institute. Sea D'Onoldo Drive. Madison. yyl 53719 1 rPs�` 'fie tnc• Szizz (If�.7. ' IS.U2( . .. .. T7nFd1 ccnx.T. )uauwm csn>a, ��"� Fzs:r 1167, ors YV.a bs :7.T zoisziso 'vvb iT:J3BT V.._ ... .. ........ 81239027: M1237 J MOF40 TRUSS 22 i'1 .. _ . I _.... i.. ,.. (Option_ . _ h. _ . moss lumber, RIDDING. CA 96001 4. lSi SRI s ikt 25 1001-M sic naustnes, ire. trued Jan '3ri 1b:50 ibr 20t9��Page 5'� 27_7 4:114 2x4 if 5 Scale = 1:21.7 81MMMIS a BRACING 6.L'f''(�L ��r7FQ1 I►CIFr) AT SIIPP&!t "= 1.5x4 11 4X4 ' .._....... — LOADING (Psf) SPACiNG 2-0-0 irSp Om 'Fn ilodl t;8a3t PLAT=S TCLL 2540- Plate&lsurease 1_15 TC 0.13 VertILL) -0.02 2-7 >999 NU120 2201195 TCDL 7.0 I Lumber Increase 1.15 BC 0.16 Vert(TL) -0.03 2-7 >999 j BOLL E.0 q -P Stress Incr YES ^ S 0:09 Hk__a4T- Q -0-M 7 n/a ` BCDL 7.0 I Code U8C971ANSI95 1st LC LL Min Ildetl - 360 Weight: 43 Ib LQMBER BRACING TOP CHORD 2 X 6 DF No.1S.Btr-G TOP CI;vAD 's'F�dhad or'6 cc pufri.^.i, OxceLiY 3've i3.' -P.L:T£Y.ORD 2 X 4 DE !!^_1:&Sit-G BOT CHORD Rigid telling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 DF StudlStd-G REACTIONS Iib/size) 2=276/0-3-8, 7-500!0.3-8 :FLftc-m Ub3 -.First Load Cita JQnl:Y TOPCHORD 1-2=12.2-3=152,3-4=0,4-5--11,4-6=-134 BOT CHORD 2-7--143,6-7=-143 154ESS 3-%- 200.'-7 -447 '%OTES 'sot It 7Ks trusshasb@Mi df!N6 ad"Pv?aVD.0-Imfbotle-Mehoi#jivg't2Aryao."�o:.�r•r^ritS wilh2^y Qthet 4vet2ad9¢ec T.abta Na. 16-8 'USC -97. 21 A plate rating reduction of 20% has been splrtiad Tor :Ura grdert ;iii -710-01' ,11 TK1s r!uss has been designed with ANSI/TP) 1.1995 criteria. 4) block at brace ' LOAD CASEIS) Standard January 31,24102 :VR'fCNlti' ;-'t'r.; if. dcsigii imet;.mererr and 'REA"t -90TES'ENY THIS AND RF. VERSE S(LZ DLFORL USE Design valid for use only with W-stit connectors. This daslgn1s based my upon ParamO:ers ahi)WIT, atrdFe NsatrirrSnxl N buelCin3:tam¢near +a: M:+ «�wd aoA:laaAAd .lkaAg:Ap4YrabilY Of dealon.oarametors and.proper InCorporatlonOf component Is responsibility of building designer - not truss designer. Bracing shown Is lar lateral supped of individual web members ody.Additionaltemporary btack.g*to YhsuieM 411-714=WUMlnitrtefltareayalsaiLi Ctthecvoe=im.. .AgDirionar,p,gnnannnr: brAOng of the mrerall structure la The responalbillty of the bullAng designer. Far general guidance regarding fabrication, quality control, storage, "Nary, erection, and bracirq. consult CST -Bt Qualify StwrdrVa. osa- Pj11111 IKL 69 Bracing Spoc{fieadoo, and tam -21 Randa ig i i`-Imir cl fflt& 2 _-tv ftieour t_.`v,S`.atSeas:• Hwa ff_^^..s Tteaa aalT-i. i .clatn.r2e.lr •,'•_ soy n•n..yf4-0rr••^ ••_�'--- WI 53718 __9Z/Q— [[ AZOMON iSi�uiur zoo • r7i��{- ►' .7.11.117 I.P.ue.� ssnu Hagwall SSON ..._......_....-sits Viz '0V S' xvd bS:zi z0/9zis0 M1237 GG :.ROOFTRUSS moss lumber,'Ft�DDiNG. CA 93�ai . _..... __4-4:11.... ..._..1. 4-4-11 R1239026:� :2 i9 i 4.361-' `-S`N1sldct n lOOi' f.FliTe industries, Inc. wed Ja'n"�0 1 b:T�$:16 �20ii3 Page t ...-----'--•-" -5--._—.__ d ....... .......... ....... 4d-11 4-4-11 Q+l 20 ��. 2 - L: 3x8 _ _- •.i 10 3A _ 3X3 Cir- 1.0 =.1-22.7 5x0 :.- 8L()C_ tm.G a QPAA CNG is -6 oFLII iiaFn AT St IPPORT Z.40(FT2 a 4 ii _. -------- rsTeyrf36i�•_,:. r)_' '.vs3-c - r�:''S.-i_Si ',5'�c �9`•ai 3x6 .". .. -- = �_ -._-- _ - _ ��'� V --� . __— iTt LOADitYG (psi) SPACING 2-0 0 ii CSt a`•EFL iTOt) TELL 25_0 I. Plates I(K:tease 1.15 1. ........... 0.1� I M1120 2201195 TCDL 7.0 I Lumber Increase 1.16 BC 0.52 I Vef11TL) -0.05 9-10 X999 BOLL 0:0 pop s •ass'laxr N -O INS 0.45 Hota(x5d 4AO 9 .01 SCOL 7.0 I Code UBCS71ANS495 3X3 REACTIONS (lblsiiel 1 =21910-5-13. 9=144110-5-13 FORCES ftb) . First Load Case Only TOP CHORD i-2--652,2-3=-662,3-4-524,4-5=524.5-6--0.6-8-388 .BLT.Cu�ag i.1L1cF37: 9: 1Q=�, 6.5=-0.7-8=0 WEBS 2-10-17,3-10=1085,3-9=-304,5-9--710.4-9-0 NOTES 14) T) This truss tors beers ddii'Pila W 3 eO.'O'63i b<7ttret -fiord We leadrarrcrw ant with any 01118Ove beds per Table No, I" UBC -97. 21 A plate rating reduction of 201% has been appiied ifor Rhe green7urrber indr;Wt. ?n. ThAs bsgri.2egigopAwith ANSIITPl1.-1995 criteria. 4) block at brace LOAD CASEI.SI Standard 1) Regular: Lumber Increase=1.15, Plate Increase -1.15 Trspeaofdal Loads (PW Vert: 1 = -0.0 -to -7=-256.8 A 'I'VAR1'-"INN - {r04.1ry riecirn imirduneter.,r curd RlWl NOTES AN .TH(S ANP RBVPRSR SIDF,' nrFQR.L• USE I's atr, mild tot use ofiy*'Maaeftl.—M s Tift dssIgn is basad cniir UP= P9=010M lr"Wn, and is toc an' -m *1a building,componenl to be Imilaaed and loaded verecally. Applicability at design parameters and Droper Incorporation of component Is responsibility of building deetgner - not truss designer. Bracing shown Is for WOR11 suppon ori 3ivrdildl nob rd@ft9r'`,. 0`4- Air:"40ral teriParZet bivcbe to, WMVA*-sMblllydSMnBE91rsuus9O, 15, Me1000[rWrAlty of the ateciar. Additional permanent bracing of the overall structure 1s the responsibility of the building designer. For general guldance regarding fabrication. quality control, storage, delivery, erection, and bracing. consiiit UST M e9bTacir �'S�?�'A'aa2lae, apd H041 end lrsecIft OVenable from Truss Plate Insfiluta. W n•nnntdo Orlva M.Alenn IM 53719 0.r1;4ai. L..:rtct.:ec Inc. WU A---ZOWON NI S3-1 IS ON -I Y.111-14—H11;.�` Eton SSf12LL 3I3fitidtl'i SSOFI 611E V6Z o£S gvd urarwarry 31,2002 99:Z1 ZO/SZ/so rsTeyrf36i�•_,:. r)_' '.vs3-c - r�:''S.-i_Si ',5'�c �9`•ai .. -- = �_ -._-- _ --� . __— iTt LOADitYG (psi) SPACING 2-0 0 ii CSt a`•EFL iTOt) TELL 25_0 I. Plates I(K:tease 1.15 1. TC 0.1� Vort(LLI -0.03 9-10 >999 M1120 2201195 TCDL 7.0 I Lumber Increase 1.16 BC 0.52 I Vef11TL) -0.05 9-10 X999 BOLL 0:0 pop s •ass'laxr N -O INS 0.45 Hota(x5d 4AO 9 .01 SCOL 7.0 I Code UBCS71ANS495 1st LC LL Min Well = 360 .�.• Weight: 75 Ib _-�_ .- (UMBER ._ .. -....- ------ ...•___.__.- BRACING TOP CHORD 2 X 6 Ui= No.1 &Btr-l3 TOP MORD Sheafhed or D -i7 -II oc purlins, As<'et)i eft$ v^RL S4s. BOT.Cungr3. 2 X 6..DF-Ne,t&Rtr_G BOT CHORD Rigjd ceding directly applied or 10-0-0 cc braving, Except: WEBS 2 X 4 OF StudlStd-G 6.0.0 cc bracing: 9-10, REACTIONS (lblsiiel 1 =21910-5-13. 9=144110-5-13 FORCES ftb) . First Load Case Only TOP CHORD i-2--652,2-3=-662,3-4-524,4-5=524.5-6--0.6-8-388 .BLT.Cu�ag i.1L1cF37: 9: 1Q=�, 6.5=-0.7-8=0 WEBS 2-10-17,3-10=1085,3-9=-304,5-9--710.4-9-0 NOTES 14) T) This truss tors beers ddii'Pila W 3 eO.'O'63i b<7ttret -fiord We leadrarrcrw ant with any 01118Ove beds per Table No, I" UBC -97. 21 A plate rating reduction of 201% has been appiied ifor Rhe green7urrber indr;Wt. ?n. ThAs bsgri.2egigopAwith ANSIITPl1.-1995 criteria. 4) block at brace LOAD CASEI.SI Standard 1) Regular: Lumber Increase=1.15, Plate Increase -1.15 Trspeaofdal Loads (PW Vert: 1 = -0.0 -to -7=-256.8 A 'I'VAR1'-"INN - {r04.1ry riecirn imirduneter.,r curd RlWl NOTES AN .TH(S ANP RBVPRSR SIDF,' nrFQR.L• USE I's atr, mild tot use ofiy*'Maaeftl.—M s Tift dssIgn is basad cniir UP= P9=010M lr"Wn, and is toc an' -m *1a building,componenl to be Imilaaed and loaded verecally. Applicability at design parameters and Droper Incorporation of component Is responsibility of building deetgner - not truss designer. Bracing shown Is for WOR11 suppon ori 3ivrdildl nob rd@ft9r'`,. 0`4- Air:"40ral teriParZet bivcbe to, WMVA*-sMblllydSMnBE91rsuus9O, 15, Me1000[rWrAlty of the ateciar. Additional permanent bracing of the overall structure 1s the responsibility of the building designer. For general guldance regarding fabrication. quality control, storage, delivery, erection, and bracing. consiiit UST M e9bTacir �'S�?�'A'aa2lae, apd H041 end lrsecIft OVenable from Truss Plate Insfiluta. W n•nnntdo Orlva M.Alenn IM 53719 0.r1;4ai. L..:rtct.:ec Inc. WU A---ZOWON NI S3-1 IS ON -I Y.111-14—H11;.�` Eton SSf12LL 3I3fitidtl'i SSOFI 611E V6Z o£S gvd urarwarry 31,2002 99:Z1 ZO/SZ/so r.�3 T.. -a ....._ ,...-...... _.. ..I city 6ry n, ..(1cKiLli Mek ...._ .. _ .... _ .. .... Job ;'runs - R12390331? M1237 SA (optional)...._1 moss lumlier. A DOING. CA 96001 4.[O. r i s dct 2,5 w01 Mt ak :ndustrtea, sr. via mai SJ 'to:�a T`§iv'�:< -59e r 1 3x4 2-7.12 2 �y Scale = 1:7.8 4 D 2-7-12 ---t 1-----•._.___..._ 2.7-12 I� r in. f)oc? I/deft �s. �F�FL PLATES GRIP TOLL 25.0 1 Plates Increase 1.15 : TC 0.03 Vert(LL) -0.00 1-3 >999 M1120 220Jt�S TCDL 7.0 Lumber Increase TJ5 SC 9..04 ( , r1TL) .0,00 13 >M I .B.CLL 010 I Rep Stress Incr Code UBC97/ANSI95 YES we 0.001 illuiatrig! HorzlTl) -0.00 2 We Td1VLC'LLW ift 4WR = 350 .ate BCOL 7.0 i - - -'v —_ .....--- L UMBER L BRACING TOp QWRD Sttawbp_du 2-7-12 oc.purCms. XF No 1 &Btr-G BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. BOT CHORD 2 -5=Tf,e%t3S Ifb+dsi3et 3-92(0.3-13.2-751M.Bchanical, 3m16/Mechanical Max Grav 1=92(load case 1), 2=750oad case 1), 3=40goad ease 2) rOACM (,b) - First Load i:�Ite CWV TOP'CRO T -Z 1`3 BOT CHORD 1-3-0 NOTES 451 1) This truss has been designed for a 10.0 psf bottom chord live -road nonconcuredrit siviiA-yrtvtheirRue'madave? TWO!�o. 155 USC33. 1) A plate rating reduction of 20% has been applied for the green lumber membe(s. 3) Refer to girderlsl for truss to truss c6nfs6ctiG"ra. 41 Ttris. tsus-s has. been designed with ANSVTPI 1-1995 criteria. 5) block at brace LOAD CASEISI Standard ,.tenuary '41,2002 tvva t`INti-'viYiff 4ti;.r Zn-pirrjsmcre;�s-and READ NOTE'S -0NTdi.IS A_NI2.aEVERSE SIDE BEFORE USE Design valid lot use only with MlTek torinetters. This aer"91 is'bastd o:Jywon paam yrs r a -A is 1°r enfndli"Ma e::if6-g co.^pa -a•u to, be tnEtaJW.a end fnsdfld vertically, Applteattillty of design parameters and proper Incorporallon W componant is respansiblllty of building designer - not truss designer. Bracing Shown is for lataral support of lndiv(dual I well members only. Addkional tehtpdrary braeng to ifturN s:.�.'.19'l� t:�M1`fr. "' "? f'�'^Re •�'Ep^L�O1�ky otthiseraetor. ' ACC;::c:�!.par.�s^eabbraciay a1: tba m9raii structure is the responsibility of the building designer. For general guidance regarding fahricaeon, Quality control, storage, dallvery, erebtlon, and bracing, consult 03Ti5 f ur'I� b:itti' 3 - Ants Nil 89 Bracing Spadflcalion, and hTV-P Wanas�a:g' bieYana110rt arra Sr.¢ts$ Ass •�^--der'Q't avallattle Iftxn Truax T� In rstcire'rse • 912 a!aelu•d. caa n n. ry,1 a.Qra sa•et.... WI S3719 =70-0b t.� ue.r G7,i�c • d—•l6£B •o N - b9n ccn>,.T. xmTtan-i ccnw' r ti�� ors Yv.�T 55:7i 70/ST/£0 . -_._..r.... ..... _ .. . ........ .. _.. _ : J06 Trus3 ... : Trus3 Tire .Qty ' MY moss ValGii3�t� �� 812390341 • M) 237 SB ; WOF TM -S' I ( ti nag _. _._... y.W*...-. JF�1 S•C�Ct �S T33t '.? C �'s".i'E'iea. ice, -'-!_nom _are 3G •. 3:'rS nN 1 moss lumber, REODING, CA 96001 5-3-12 2._S .. - 3.00 fTT 1 ..... jj t I. uri - 1 3x4 _ 3 I, I 5.3-12 --.._..- ' 6-312 plat l_ e s. _ LOADING ipsii .i,..., -.�,yitZ':iir:i3:r?-- ---^3i --- L'_e..ct. .)S 1Joc!..1[deR PLATES GRIP _— LOA 25.0 I, Plates Increase t.15 - � TC ^ 0.16 I Vert(LLI -0.03 1-3 >999 I Mf120 220/996 TCDL 7-0 I Lumber Increase 1.15 ( Bir 036C Vc�r tTt} ^v:05 443 >999 $CLL .0:0 .R-p.-S1re_se..Lmr YES we 0.00 .I HorzlTL) -0.00 2 n/a f 4� : 19 i7 BCDL 7-0 ! Coda USC97/ANS195 (Matrix) isi LC LL l in iPi;ai7 = 3a'0 ` ,— LUMBER -- - ~ --- _ BRACING TOP CHORD 2 K 6 0f i�0.1 $tt-V TOP CH4GpLt .chna4 d,ar 5-3-.1:2. oc.purlins. TO.T C ORD 2.X.4 OF.1do-1&8tr-G BOT CHORD R•rgid ceiling d)rectty app. Ned or 10-0-0 oe bracing. RMCTic^.MS " gsi.�r' 1. .logrcy?� �=l[�1Ad8Sh0[d.Cdt =35/Merhanical Max orae t ., l9olloaa case U, z= to 1ltoaa case IL 9=850030 case 23 FORCES Obl - First Load Casa Onfy TOP'CHORD 1-2-x35 BOT CHORD 1-3=0 N0MS .(51 11 This truss has been designed for a 10.0 psf bottom dtord �v3 f333 rtt a vas a :rs 4 n'ot"Lu'(i e' ds.. Tablet -No. .16-0 USC;97. 21 A,plate rating reduction of 20% has been applied for the green lumber members. 3) Refer to girder(sl Por truss to fru94 6 ua�s3_ 41 Tbis. truss has been designed with ANSI/TPI 1-1995 criteria. 5) block at brace LOAD-CASEISI Star-d3rd A 'WA -AIM A16 14 • -,,Jy- c y r:cueue)ers aav[.RF_A.D NUTFS ON THIS AND REVERSE SIDE BEFORE USE: Design valid for use only witll ,'51 OU �F tor,. TINs�v grYta bo zssatyuxr.paranatxsshnen_aM to loran Indnndwt sd:aingarmpon.¢nt to be Installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss destgner- Bracing eboen ie Tor iiterat Suppdit 6f�+Ot=3sat wab members oily. ZddStiOaaf 4eiR�gra+y'tirscMgbltasca a?b�'t7 �'-rte9 cocatructlQrklq 0te rcaponsibi111y of the orector. ' s' .AdfAmnal.permanent bracing of rho overall structure is thlding de e responslblllty of lite bulsigner, For general gutdanee •egarding tabrlcation, quality comrol, storage, delivery, erection, and brec(ng, constiR �t'�E9c:°gefiiySiaAdsr6.E5V- Ssdreirg eif:atten,att: g} .2 arodnSRecammeMstlonavatlablOtrOMTrust s Plate Institute_ 583 D'Onotrio Drive.. Madison. W) S37tg p� �+ 1 ,f�inl�E l d^n1�tf!anZ_- OlZi Z d—ZM ON �I JJ i.Gi�11U�� [ l�i. �-Y1 W.��.v " sz0 SSIIHI 821-3 n, JSISOAI—..—. __ 6z££ DDz O£5 rVa • January 31,2002 _ZIM. •.�.E.• Uer 95:z► z0/5z/£0 Job :'iit,ss '7,uss TV -P M1237 SC [ROOF TRUSS L.... . ...... _........ _ _...._..... 4.201 moss lumber• REDOING. CTA !MW ' ¢1:Lt-0-T3?3-TS�J—=-•---- R1239035! :2 1 I i 1 (ootionall _ SFiI's Oct �5 2001 Mitek Iridustites, inc Vred Jan 3tJ 1d:t810 2z62 Page 7 7-tt-tz 2 3,00 r.IT ----------- i=iY22 7-11-12 _- I .fV --1 _ --- .V V LJA'S(A is 'iAsi) ( =zAC :.r,+ z:3 3 2'.4d + FE3 in- Ute} I/dell V PLATES GRIP mri I M1120 2201195 TCLL 25.0 1 Ames Increase 1.15 I TC 0.36 I i3C0.38 Vert(LU -0.16 1-3 >566 333 1 Vlat'rTL) -n.s8 1-3 --333- TCO[ 7.0 Lumber Increase 1.45 ii YES ar-L.L p.,0 Rep'Svess Incl YES 1, VVB 0.00 Horz17L) 0.00 2 n10 .�I SGDL !.w Code USC971ANS195 I {Matrix) _.�J15ttCCta n'ti�afi='3£0 `%EI'f�``<gS �-- _7.0_ LUMBER ! TOP CHDFtt 2'X S 13+ Sa.T'diBlr=u BRACING TOPP CHOR9 smallhad or 7-11-112 oc.[wrhns. BOT CHORD Rigid calling directly applied or 10-0-0 cc bracing. 1dOT CHORD 2 X 4 OF No.I &Btr-G R Y!O!dS Rb1sa9! 1=100[03-8,.7=2461Mechanica!,3=54/Mechanical Max Gray 1— 3001foad case 11, 2 a 2461load case 1), 3n 131 003d case 2) FORCES Iib) - First Load Case Only TOrtiFORD 1-2=31 BOT CHORD 1-3-0 NO-Tg .(51.r ig rum .16_R 1) This truss has been designed for a 10.0 fist bottom chord 4fya load o0ric6r.izr=..r'tt`iiz'anV'o's7tcr ,UQ—C—?. 2) A plate rating reduction of 20% has been applied for the green lumber mambers. 3) Refer to girder(sl for truss to truss connactions. al. TRbis tt4ss. has bean, desinned with ANSIITPI 1-1996 criteria. 51 block at brace LOAD I.AJ`E(SI Sta"&-r-(f � '!5it�7'-'iRrti •''r fp ,�tia�;r 7etetrr:; ':1:SE:4u•Mn3 �!)NT.KlSiINUREVERSESWERE•FDAE•USE Design valid rot use only with.Mrftk. eonnditf3_ TM dt--igtr3Z�?sS&t!i"w v'=•'�%'• s s2xet'�: and 15:I An-l"dimk!Vel. b1!!di^e comp:onen.! to ba installed and loaded vanloallf. ApplicabUity ot design parameters and propor Incorporation of eomoonent Is responsibility of building designer - not truss designer. Bracing snmen is for ieterai support atnill; Si1i web mernbers oniy. AddiHorai tsrriF&2ryII?gt.,flgla Arturea'uatc7r dtn'ri}of the erector. Pda'¢aoaLpermanant bracing of the overall structure ie the rasponstbitily of the bulldlno designsr. For general guidance •egerding fabrication• qualify control, storage, delivery, erection, and bracing, consul% r s3- BS areeteig specs ieatien, ade Rf e -v. "a"'Ine lWamatfoa s-AgM!r4 ttesgremeodetlgn. available from Truss :tela institute. sat D'Onefrio fiNve. Nedlaen. Wt 50719 iJtti�dTr TntiL> i8teac. w , 5 Z /_C� Z I d -----Z H 8' 0 N —0)'K i S 3 8-I S f1, iv i A:11—�y-�:IQ osnM een>YT wrja rn i eanra ` R76C hh;"ncc vita January 31,2002 Qu 8 a n nZ I..E • u e.1 QC :7T 7A /C7 inn Miiek Industries. Inc. Western Division 3140 Gold Camp Drive, Suite 140 Rancho Cordova, CA 95670 1-800-772-5351 5321 EASTSIDE ROAD REODING, CA 900DI (33,®) 2,4440700 (OUT CLIENT'.,►I—"�Zlss �'�"/!^�� • - LOCATi0N: '"�bls STT I.D.NO.:OA IZ3I DATE-. AS ' L - - --- WARNING: DO NOT CUT OR ALTERTRUSSES1 I°A USSES REQUIRE EXT REME CARE IN HANDLING, ERECTION AND BRACMG G. SEE HIB -91 SUMMARY SHEET COMMENTARY AND RECOMMENDATIONS FOR HANIDLIN INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES. I.C.B.O. Research No. twm PRODU i WPM= t os sti i z4" AvL1 VR,pC,wv<r wnb 4 6&--4 PIER-OA275 LUMBER 5 21-EASTSIDE RD. Fdress: me: MOSS LUMRER � Jotransferre�from Layout I N REDDING, CA 96001 '° - M1237 1 i Telephone_ Truss 'Truss Tvpe _.. _._... _..:01V - :54'y "MOSS LUMBEft.- Jeb ;M1237 :AA CAL MP 1 I� R1239017 11 I 1 - - (optional i moss lumber, 131rODING, Ca 9Gtl'61•-' -•'•� '• d:20t"' S�Ff 3 �0cff�2tioi-(C✓TiTek Inatr ries;'Inc. Wed Jan 3b-f6:b8:b"9 2002-tfage •i "-• - 448 9-7-4 to-7-tt 10.32 2211-7 29.7-13 364-3 43 9 49.8-14 55-45 •1261-7-10 890.0 4.4.6 5-2-13 1.0-7 5-7-7 68.6 8.8-6 6.8-6 6.8.6 88-6 5.7-7 1-0-7 5.2.13 4-0.6 $Cal` -1:115.1 3.00 ;'I 7x8- 7x8 - 5x5 _ 7x8 = 5x8 = 7x6 :- 5x5 ::: 6x5 3x8 3 4 5 6 7 8 9 10 3x8 1 2 12 - c 5x8 .-. 5x8 -= a 20 19 18 17 16 15 14 13 5x5 :_ 7x6 5x8 7x8 8x12 = 5)C5 - 7x8 -- 5X5 TEMP. AND PERMANENT BRACING PLAN SHALL BE DESIGNED BY QUALIFIED BLDG. DESIGNER AND APPROVED BY ARCHITECT, PROJECT ENGINEER AND LOCAL BLDG. DEPT- 9.7-4 158-0 22-11-7 29-7.13 36-0.3 43-0-9 504-0 564-12 66-9-0 9-7-4 6-0-12 737 ".6 6.8-6 6-8-6 73.7 6-0 12 9 74 ----.... _..___..117.0-4-0,0-4-1.21. (19:0.2.8:0.4.8) -- -- LOADING (nsf) SPACING 2-0.0 CSI DEFL in (loc) If still PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.29 Vert(LL) -1.45 16 -545 M1120 2201195 TCDL 7.0 Lumber Increase 1.16 BC 0.65 Vert(TL) -2.26 16.17 -350 BCLL 0.0 f Rep Stress Incr YES WB 0,67 Hmz(TL) 0.23 12 n/a ft BCDL . 7.0 I Code UBC971ANS195 1st LC LL Min I/de= 380 Weight: 1151 Ib LUMBER BRACING TOP CHORD 2 X 6 OF No.1 &Btr-G TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 6 OF No,' &8tr-G BOT CHORD Rigid ceiling direcrJy applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Stud/Std-G REACTIONS pblsize) 1 -2563/0-3-8, 12 - 2 56310-3-8 FORCES (ib) - First Load Case Ordy TOP CHORD 1.2=-9207, 2.3=•9631, 3-4=-1 3580, 4-6=-17113, 5.6-171129,13-7 -.18684, 7-8-•18716, 8-9--17121, 9-10=-1358D. 10-11 --9831. 11-12 =-9207 r BOT CHORD 1-20-8895. 19.20-9425, 16-19- 1 3970, 17-18-18692, 16-17=18689, 15.16-17121, 14-15-13970, 13.14=9425, 12-13-8895 WEBS 2-20-539, 320-16, 3-19-4440, 4-19--1622, 4-18-3313, 6-18x•429, 6-18--1647, e-17=93, 6-16--6, 7-18=430, B-16=1679, 8.16=-950, 9-15-3321, 9-14--1522, 10-14-4440, 1D-13-16,11-13=539 NOTES JB) 1) This truss has been checked for unbalanced loading conditions. 2) WARNING,. The unusually long span and/or configuration of this truss requires that extreme care be used in its application. Use proper transportation, unloading and erection methods. Assure that ell required web lateral bracing is communicated to the building contractor. Ensure that over-all building bracing is designed by a qualified engineer, architect, or building designer. 31 Provide adequate drainage to prevent water ponding, 41 This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-8 . UBC -97. 51 A plate rating reduction of 20% has been applied ler the greer, lumber members. 6) This truss has been designed with ANSIITPI 1-1995 eriterla. 7) 3-piv truss to be connected together with 0.131 "x3" Nails as follows: Top chords connected as follows: 2 X 6 - 2 rows at Q-9-0 oc, Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9.0 oc. Webs connected as follows: 2 X 4 - i row at 0-" oc. 8) block at brace LOAD CASE(Si Standard AWARNING - Verdi, design pararneters and RN•AD NOTES UNT&S AND XBVERS£ SIDE BEPURE USE' January 31,2002 Dann valid kY use Only wlih MtTekeoAnecWs: Thiade&tgn is b&%d only upon parameters shown, aM la for an Iturmidual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation at component is responelbtilty of building tlesignst — MI tnls3 designer. erasing shown is far lateral support of Individual web members. only. Aft"nal temporary bracing to Insure stability drmng construction Is the responsibility of the erector. n Additlonal permanem bracing of the overall structure Is the reaponalblity of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, cdasult QST -88 Quality SfanBard, DS0- 69 Bracing $peClBcatlen, and HIB -91 Handling Installation and Bracing Recommendation available from Truss WWI _ c 77 nn 7 Plate Institute,583 Onodlrio Drive. Madison. WI 53719 'ONI OMAN P11W Q NOMAN�- H601 _zooz iEVer so0In ssriu xagr>inz ssoiti 6ass 0Va oss xva WZT aoisaiso i Jab :Truss !Trus.: Type - _.... ......... 1 Qtv ''Ffv MOSS -LUMBER ----- -- --_ R1239018j M1237 !.AB CAL Hip 1 '.2 I ' '(optional) _ ....... _....._ ._._ _ ... _..._ .._ ..... _ 4.201 "gii9"s'Oct 25 ZObi'MliYefiiridusfriesTnc: _inled 3a�' 16:5-6- X002 dye 1 rnoss lumbei, REOOINYi; trA Jfi0d9 9 8 8 12-3-4 133-1 i 19-1-13 28 0-15 33.0.0 39.11.1 46 10-3 52 8 4 $ 1a E0�-ID 65 0-0 5-8-6 6-643 1-0-7 5-10.2 6-14-t 6-11-1 611.1 611•/ 5.10.2 1-0-7 SA -13 5.8.6 Scale = 1:115.1 3.00 f2 52x5 7. o 5x8 20 34 U 7x8 3x6 11 8x16 _ 3x6 tl 8x16 __. 3x6 II 7x6 = 3 4 5 6 7 8 9 5x5 N� - 0 TEA'S', AND PERMANENT BRACING PLAN Sl1AL! BE DESIGNED BY QUALIFIED BLDG. DESIGNER AND APPROVED BY ARCHITECT, PROJECT ENGINEER AND LOCAL BLDG. DEPT. 19 18 1T 16 15 14 13 12 3x6 -= 8x12 = 3x6 It 8x16 _ 3x6 it BX12 - 5x6 - 3x6 it 5-8.6 12.10 19-1-19 264.15 33.0-0 39-11.1 46103 53-8-12 60.9-10 86-0.0 SBS 6.6.13 6-10-9 6-11-1 6-11.1 611-1 611.1 610.9 6.813 5." -piaie�ffsets"lk'�1: ' (T:0=3• - :0- . 0� Sal-[�O -D�d 8Ti9 3�'L d3' 41. � 4 2T: 1 0 6 i-T118 .19-•3=d1;�'.� 118:0-3-0.0-5-01,-.�- LOADING, (psf ! SPACINGS 2.0.0 Cst - `DEFL in floc/ i/deft PLATES GRIP TCLL 25.0 Plates increase 1.15 7C 0.44 Vert(LLI -1.38 16 >572 M1120 220/195 TCOL 7.0 Lumbar Increase 1.15 BC 0.94 Vert(TL) -2.15 16 >368 SCLL 0.0 Rep Stress tncr YES WB 0.78 HorAITl) 0.29 11 Ma SCOL 7.0 Code UBC97/ANS195 1st LC LL Min I/deft - 360 Weight: 776 lb LUMBER BRACING TOP CHORD 2 X 8 OF No. I &Btr-G TOP C-t4ORD Sheathed or 4.4-12 oc purrins. 80T CHORD 2 X 6 DF No.t&8u-G BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. WEBS 2 x 4 OF Stud/Std-G REACTIONS tlb/size) t =2563/0.3-8. 11 =256310.3-8 FORCES (lb) - First Load Case Only TOP CHORD 1-2=•9270, 2-3--9037, 3-4=-11956. 4-5=•1 1956, 5-6m-14536, 6.78-14538. 7.8-41956,41-9-11956, 9.10=.9037, 10.11=-9270 BOT CHORD 1-20-8968, 19-20=8988, 18-19-8829, 17-18-13893,16-17=13893, 15-16=13893, 14-15=13893, 13-114-8829,1243=8968, 11-12=8958 WEBS 2.20-85, 2-19--137, 3-19-124, 3.18-3404, 4-18=-437, 5-18=•2099, 5-17-97, 5-16=700, 8.16=-443, 7-16-700. 7-1597, 7-14=-2099• B-14=-437, 9-14=3404, 9-13=124, iO-13-•137, t0-12=85 NOTES (81 1) This truss has been checked for unbalanced loading conditions. 2) WARNING: The urwatial(y tong span andfor configuration of this truss reQuires that extreme care be used in its application. Use proper transportation, unloading and erection methods. Assure that all required web lateral bracing is communicated to the building contractor. Ensure that over-all building bracing is designed by a qualified engineer, architect, lir building designer. 3) Provide adequate drainage to prevent water ponding. 41 This truss has been designed for a 10.0 psf bottom et,ord live lusd noneoncurrent with any at". live toms per Table No. 16.9 UBC -97. 5) A plate rating reduction of 20% has been applied for 1119 green kirnbor members. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. 7) 2 -ply truss to be connected together with 0.131 "x3" Nails as follows: Top chards connected as follows; 2 X 6 - 2 rows at 0-9-0 oc: Bottom chords connected as follows: 2 X 6 - 2 rows at 0.9.0 oc. Webs connected as follows: 2 X 4 • 1 row at 0.9.0 oc. 8) block at brace LOAD CASEiSI Standard ®January 31,2902 (WARNING - Veri v dexign /NnYNnvie ry and READ NOTES ON THIS AND REVFRSE SIDE BEFORE USE 6esign vaftd for use only willi li i rak eWIT60ter3 ilfin des gn is mesad anlp upon par -eters shear , and is for en tt-Ondual building component to be Installed and loaded vertically. Applicabli ty of design parameters and proper Incorporation of component is responsibility of building designer- not truss designer. Bracing shown to for lateral support of indhidUdl web members only. Addirr8fisi tdatprary bracing to Insure stability during Onst:=M" 13" r8epetlelb!!Ity, e1 t!le er8CS4ti iN Addllicnal permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery erection, and bracing, Consult OST48 Quality Standard, 090- 89 Bracing Spedrild tidn, and Hio-51 Hsndtlfig installation- and Brat:lrte P.alfllbn avallabte Flom Truss plate Inelllu#. eoe n•n„ario of'-,- 61-1- WI 63718 it t_L d___i8E8'�N aNl S31ES110NI y3�1N 1 OSC _-001 - !E'Uef .. ...... too ssnx,i<, 11aawn-1 S'Ok sies VVz ovs YV3 GV:zT zoisziso r 'Job Truss :Truss Type _.. .. Oty . 'Pig'"' I .MOSS -LUMBER"-' - i R1239019 MI -237 AC iCALHIP 1 I (optional). moss lumber, REDDING, CA 96K1-`-'---- �:2Q1" ' SRI' s Jul•' 6 200'4 -MT. -k lndustiies, lnc. Thu •Jed SI'09. 1 7 0.7 15.0.4 15-11-1122-1-10 2949 36.7-7 43-10.6 50-0-5 50-11.12 58-11-10 86-0-0 7-0-7 7-11.13 0.11-7 6-1-15 7-2-14 7-2-14 7.2-14 6-1-15 0-11-7 7-11-13 7-0-7 State =1:114.6 3.00 112- 5X5 1 2 5x5 2 O 5X8 .. 6x8 7x6 - 5x8 - 7x6 _ 5x8 =_ 6x8 =_ 3 4 5 6 7 8 0 ,� P O 18 17 16 15 14 3x6 11 8x17.5 M1116 -7 5x8 _ 7x6 = 7x8 13 12 11 3x6 11 800::: 3x6 I I TEMP. AND PERMANENT BRACING PLAN SHALL BE DESIGNED BY QIJAUFIED BLDG. DESIGNER AND APPROVED BY ARCHITECT. PROJECT ENGINEER AND LOCAL BLDG. DEPT. 7.0-7 15-0-42Z-1-10 29.4-9 36.7-7 43.10-5 50-11-12 58-11-10 66-0-0 t.. ------i — 1— 7-0.7 7-11-13 7.1-6 7-2-14 7.2-14 7-2-14 7-1-0 7-11-13 7.0-7 --PhisOWel-s (X,Y): 3 2rt3: - - : • - . : - , 074, z���a=8�2-11,0 �rel�s� _ LOADING (psf) SPACING 2-0-0 TCLL 25.0 Plates Increase 1.15 TCDL 7.0 Lumber Increase 1.15 BCLL OA Rep Stress Incr YES BCDL 7.0 Code USC97/ANSI95 LUMBER TOP CHORD 2 X 6 DF No.18Btr-G BOT CHORD 2 X 6 OF No.18Btr-G WEBS 2 X 4 OF Stud/Std-G REACTIONS (ib/size) 1=2563/03-8,10=2563/0-3-8 CS1 DEFL in (loc) I/deft I PLATES GRIP TC 0.35 Vert(LL) -0.97 14 >814 M1120 220/195 BC 0.62 Vert(TL) -1.5214-15 >520 MII16 176/121 WB 0.66 Horz(TL) 0.28 10 n/a 1st LC LL Min I/deft = 360 Weight: 778 Ib BRACING - -- '"- TOP CHORD Sheathed or 5-0-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. FORCES (lb) - First Load Case Only TOP CHORD 1-2=-9138, 2-3=-8494, 3-4=-10464.4-5=-10464, 5-6=-11607, 6-7=11618, 7-8=-8239, 8.9=8494, 9-10=-9138 BOT CHORD 1-18=8846, 17-18=8846, 16-17=8285, 15-16=11607, 14-15=11605, 13-14=10464, 12-13=10464, 11-12=8846, 10-11=8846 WEBS 2-18=104,2.17=-565,3-17=229,3-16--2451, 4-16=-455,6-16-1275,5-15=101. 5-114=3.6-114-464, 7-14=1284,7-13=101. 7-12---2491.8-12=1350.9-12=-565.9-11=104 NOTES (9) 1) This truss has been checked for unbalanced loading conditions. 2) WARNING: The unusually long span and/or configuration of this truss requires that extreme care be used in its application. Use proper transportation, unloading and erection methods. Assure that all required web lateral bracing is communicated to the building contractor. Ensure that over-all buNding bracing Is designed by a qualified engineer, architect, or building designer. 3) Provide adequate drainage to prevent water ponding. 4) All plates are M1120 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord fire load nonconcurrent with any other live toads per Table No. 16-B, USC -97. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) This truss has been designed with Al SVTPI 1-1995 criteria. 8) 2 -ply truss to be connected together with 0.131"x3° Nails as follows: Top chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 6.2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0.9-0 oc. 9) block at brace LOAD CASE(S) January 31,2002 ,& iV.ARNING - Vrri%y drsigrr nrrrrrrneR rs an -d RI. -,AO NOTES ON THIS AND REVERSE' SIDE BEFORE USE Design valid for use ontywith MITA ednneaorB. This dasW Is basad olay upon parameters shown, and is lot an individual building component to be Installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not Lusa deslyneG Brecing shown to for lateral Supper! of Individual web members only. Additional temporary bracing to Insure stabllity during construction Is the responsibllily 01 the eraetor. n Additional permanent bracing of the overall structure is the responsibility of the building doaWor. For general guidance regarding fabrication, quality control, tiatag'a, Eellvery, 'erection; and bracing, consult QST418 Quality Standard, 068- 99 Bracing Sp4cHicatlort, and NIB -91 Handling lastaltalton and Bracing Recoatmenderlon availablo from Truss plataine►ilu ,ii `ona_oriz8t£aao 159719 �Nl S3Ii91SHNI Y13114V� Ild011 4001 ' TUEP 7 J U 0 4 8 _. _.......___ soon ssn8i x21911111-1 ssoyi 6Z -C, aaz ot:s xvd 911:zi z0i9zis0 I r Jon Truss Tfiiss T YPe ,.Qty....;PDy ' MOSS NNiBER_.. R1239019 r M1237 :AC :CALHIP '1 i2 (optional) moss (umber, REDDING;'C"A'96001 A.20- SRTs Jut 5 2004 NLTek 1'n ustrit , Gc. -M Jan -11-W.24:23 MZ Page 2 LOAD CASE(S) 1) Regular: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3---64.0.3-8---64.0,8-10=64.0, 1-10=14.0 2) UBC: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3 =-14.0, 3-8=-14.0, 8-10=-14.0, 1=1Q=34.0 3) 1 st unbalanced Regular: Lumber Increase=1.15, Plate increase=11.15 Uniform Loads (plf) Vert: 1-3=-64.0, 3-8=-64.0, 8-11=14.0, 1-11=-14.0 4) 2nd unbalanced Regular: Lumber increase=1.15, Plate increase=1.15 Uniform toads (plf) Vert 3=1'0=-14:0,-3=8=64.0, 8-10=-64.0 ® uARN1NC . Wrift design parnmc rers and READ NOTE'S ON THIS AND REVERSE SIDE BEFORE- USE Qeslgn valid tot use only with MITeh connectors. This design Is based qtly upon pararneters shown, and Is far an Individual building component to be Installed and loaded vertically. Applicability at design paramatere and proper Incorporation of component is responsibility of building designer - trot truss designer. Bracing shown Is for lateral support of Individual web members only. Additional famparary.braeing to insure stability during construction Is the re3ponsibi61y of the erector.. to Additional permanent bracing of the ovoratl structure Is the responsibility of In buttding designer. For general guidance regarding fabrication, Quality control, storage, delivery, erection, and bracing, conaull Q$T48 Quality stendard;'Oss- 89 Bracing Specification, and Ml"i Mandlirg Installation and fill Recommendation available from Truss Plate Insfitute cad WA--rrle DA-- ' -r'--- 'VI 57118 • •y • �nC WL 'd.—Z8£8'oN DNI S3IMAGNI Y3IIK • Wd[l:£ _ZOOZ :(E'ue£ 900 In SS(12LL 11ammr] SsOA 6Z££ b69 0£S JtVA '9V . :ZT ZO/99/£0 r Job Truss Truss Type OtY Ply °'7uT00SlUlVi$ER' R1239020 M1237 AD 'CAL HIP I i (optional) moss lumber, REDDING, CA 96601' ' 4.2b� s Oct 23 081 'Mi ek fndustnes,Tnc."Wed Jan 3�36��9: 12 21502 "3age 1"'- - 5-6-15 11.1.14 17-7q 18-7-11 29-6-5 r••-,-••29.10-2 _ 36-1.14 t 42:5-11.__1 _47-0_54&4,r 2 S4-10-2 t_ _ 60;5-1.•. _t_.. 5•Fr15 5.6.15 &5.6 1-0-7 4-10.10 6.3-13 6-343 6-3.13 4-10-10 1-0.7 6-5-6 56-15 5.6-1S Scale = 1:117.2 3.00 ffZ 6X12 6x12 -. 5x5 :- 7x6 _: 5x5 .- 5x5 -.- 5x5 ::L 4 5 6 7 8 9 3x6 U14 0 6 5x10 :; 5x8 - 19 18 97 16 15 14 5x5 -• 807.5 M1116 = 5x5 := 8x17.5 MINIS - 5x5 - 807.5 MI116 - TEMP. AND PERMANENT BRACING PLAN SHALL BE DESIGNED BY QUALIFIED BLDG. DESIGNER AND APPROVED BY ARCHITECT,'PROJECTENGINEER AND LOCAL BLDG. DEPT. 5x5 10 3x6 14 12 to 5x10 Z d 13 5x8 5x5 84.6 17-74 24-f0-0 93-0-0 41-1-f0 48-0-12 - 57-7-10 _- _---t— --- L. ..-._.-. 1 -- -----+ ----+ -- -+ ...__�-�— 84-6 9-2-13 7-3-3 B-1-10 8.1-10 7.33 9-2-13 8.4.6 Plaie Offsets IX_Y): _ :('t' 6D.f)-2f�i:14 0.4:13',0-3_(f1_ (fi 0 3�.2)�`BT.IT6�B D �CTf�6-io, _2 LT. _8-D LOADING Ipsf) I SPACING 2-0-0 CS1 OEFL in Doc) I/deft PLATES GRIP TCLL 25.0 Plate's in6rease 1.16 TC 0.76 VattILL) -1.51 16 >523 MII20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.87 Vert(TL) -2.35 16 >336 1 M1116 1761121 8CLL 0.0 Rep Stress Iner YES WB 0.76 HotZ(TLI 0.45 12 We SCOL _7 0Code USC97/ANSI95 1 st LC LL Min 1/def! -360 _ - Weight: 398 Ib LUMBER BRACING TOP CHORD 2 X 6 DF No.1 &Btr-G TOP CHORD Sheathed or 2.2-4 cc purlins. BOT CHORD 2 X 6 DF SS -G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Stud/Std-G WEBS 1 Row at midpt 5-18.8-14 WEDGE Left: 2 X 4 OF Stud/Std, Right: 2 X 4 OF Stud/Std WARNING: ANY DAMAGE TO THE BUtLDING DUE TO THE DEFLECTION OF THE TRUSS REACTIONS (Ib/site) 1-2563/Q-3-8,12-266310-3-8 IS THE RESPONSIBILITY OF THE PROJECT ENGINEER, THE•BUILDING.DESIGNER, OR OTHERS. FORCES (lb? - First Load Case Only TOP CHORD 1-2=-9219, 2-3=-8829, 3-4--8001, 4-5=•7757,5-6=-9294, '6:7-:1679,_7-8--9254:8-9 =-7757, 9-10=-8001, 10-11 =-8829, 11-12=-9219 BOT CHORD 1-19=8917,18-19-8294,17-18=9113,16-17-9336. 15-1(1-9836.14-15-9113, 13-14=8294, 12.13=8917 WEBS 2.19 383, 3.19=385. 3.18=-5114, 4-18-1282, 5-18--1660,6-17 =598, 6-17=-712, 6-16=71, 7-18=71, 7.15=-712, 8-15=598. 8-14=4860, 9-14=1282, 10-14=-514.10-13=385, 11.13=-383 NOTES 18) 11 This truss has been checked for unbalanced loading conditions. 21 WARNING: The unusually long span and/or configuration of this truss requires that extreme care be used In its application. Use proper transportation, unloading and erection methods. Assure that all required web lateral bracing is communioated'to the building contractor. Ensure that over-all btdlding bracing Is designed by a qualified engineer, architect, or building designer. 31 Provide abeg6ale'drainags to prevent water ponding. 4)All plates are M112O plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonebneutreht with any other live loads par Table No. 18-B USC -97. 6) A place rating reduction of 20% has been applied for the green lumber members. 7) This truss has been designed with ANSI/TPI 1-1995 criteria. 8) block at brace LOAD CASE(S) Standard i January 31,2002 IVARN/NG - Verify design. paramelrrs and READ NOTE's ON 7WIS AND RFVERSr- SIDE BEFORE USF - Design valid for use only with MkTak connectors. This design Is based only upon parameters shown, and is for an Individual building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility ol the erector. nw Additional permanent bracing of the overall suuetwe is the re0ani:iblllty of the builftg daaigner. For general guidance regarding febrirn6nn, quality control, storage, delivery, erection, and bracing, consult OST40 Quality Standard, 09B- 99 Bracing Speeilleation, and NIB -91 Handling Installation and Bracing Recommendation avallable from Tess 1 ..S Inc.Plate Institute. 583 b•Onofrio Drive. Madison, WI 53719 Mi"rek industries, AZA `d—Z8£8'oN 0NI S311SnGN1 31.1W—WRi S —Z00Z ' IC U Looz SSf126L z1aawf-I ssow 6ZE£ pbZ oss zed 96:ZT zo/sZ/Eo I Job Or, ! Truss Type R1239021 :M1237 : AE CAL HIP i i loptionalf _ II l moss lumber, Ap617fNG, CA 96001 I 4. 1fi s tOcf 2�200i Mffiik-Industries, lnc. _W6d Jan•30 1g:B .12 ���tf6'2 Pagi 1- 6-5.10 12:11.3 203-4 213.1126-7-6 33-0-0 39-4-10 44-9.8 45.8-12 53-0-13 59.6.6 660-0 _._-............_.I-+... ----_... I -----.....p ..- . _--i-.-I ._...--... - f 65-10 1-0-7 53.11 6.4-10 64-10 5-3-11 1-0-7 7-" 6510 65.10 Scale = 1:117.2 3.00 I -TT 6x12 -= 7x6 -- •5X5'= -5x5 ;._ 6x12 7x6 :_ 4 5 6 7 8 7x6 5x8 .- 19 18 17 16 15 14 13 12 "5118 zz 3x6 n 8x17.5 MiI16 _: 8x8 = 8x17-5 M1118= 8x17.5 MI116- 598- 8x17.5 MII16- 3x6 I( TEMP. AND PERMANENT BRACING PLAN SHALL BE DESIGNED BY QUALIFIED BLDG. DESIGNER AND APPROVED BY ARCHITECT. PROJECT ENGINEER AND LOCAL BLDG. DEPT. 65.10 12-11-3 20-aA 28S-10 37.6.6 45-6.12 53-0- 13 594.6 66-0.0 0-5-10 8.5.10 7-4.0 8-23 9.0-13 8.2-6 7-0-0 6.5.10 65-10 Platte'OTfz_s KY): rro moat; ia:6 =T 0 4 ffL74 as-a7r csi opo u=a srfsa5 4;awa7 T9a t2,`tS- 8Ti1� 001=4fTi3 0-8=12 0 6 Uf LOADING (psf) -- SPACING �- 2-0.0 I CSI�J DEFL in 110c) I/deft ._ PLATES GRIP TILL 25.0 Plates Increase 1.95 { TC 0.76 Vert(LU -1.30 10" '>607 MII20 220/195 TCOL 7.0 Lumber Increase 1.15 I BC 0.97 VertRL) •2.05 15.16 >384 M1116 176/121 BCL L 0.0 Rep Stress Incr VES WS 0.94 Horz(TL) 0.45 11 We ect 7.0 Code UBC97/ANSI95 1sTLC-LL Min 1/defl - 360 Weight: 404 lb LUMBER BRACING TOP CHORD 2 X 8 DF No.I &Btr-G TOP CHORD Sheathed or 2.4-0 oc purlins. BOT CHORD 2 X 6 DF No.1&Btr-G BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. WEBS 2 X 4 DF Stud/Std•G WEBS 1 Row at micipt 5-17.7-14 WEDGE Left: 2 X•4 DF Stud/Sid.-Right: 2 X•4 DF Stud/Std WARNING: ANY DAMAGE TO THE BUILDING DUE TO THE DEFLECTION OF THE TRUSS REACTIONS lib/size) 11= 256310-3>8, 11 =2563/0.3-8 IS THE RESPONSIBILITY OF THE PROJECT ENGINEER, THE BUILDING DESIGNER, OR OTHERS. FORCES tib) - First Load Case Only TOP CHORD 1-2=-9198. 2-3=5339, 3-4=-7522, 4-5=-7314, 5.6x•8380, 6-7-6-8380, 7-8=-7314, 8-9=•7522, 9.10=-8339, 10-11 =-9198 BOT CHORD 1.19-8902,18-19-89G2.17-18=8087,15-17=9257, i5-16-8570, 14-i5=8257, 13=14=8087, 12-13=8902, 11-12=8902 WEBS 2-19=90, 2-18=-837, 3.18=303, 3-17--809, 4-17=1168, 5.17=-1192, 5.16=348, 6.16=-279, 6.15=•279 7-15=348, 7.14=•1192, B-14-1168, 9-14=-809, 9-13-303, 10-13=-837, 10.12=90 NOTES (81 1) This truss has been checked for unbalanced loading conditions. 2) WARNING: The unusually long span and/or configuration of this truss requlreS'that, extreme care be used in its application. Use proper transportation, unloading and erection methods. Assure that all required web lateral bracing is communicated to Me building contractor. Ensure that over-all building bracing is designed by a qualfified engineer, aictvteirt. W building 'designer. 3) Provide adequate drainage to prevent water ponding. 4) Alt plates are M1120 plates unless otherwise indicated. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with env other live loads per Table No. 16-B UBC•97. 6) A plate rating reduction of 20% has been %Vicd for the green lumber members. 71 This truss has been designed with ANSI/TPI 1-1995 criteria. 8)"616ck at brace LOAD CASEIS) Standard January 31,2002 11;1 kNlrv(; - Vr•cify dNsign. /uunrnrters• and READ Nf.)Tt:S ON THISAND REVERSE SIDE BEFORE(/SE Destgn vaiid for use only wilh MITelt connecters. Thls design Is based only upon parameters shown, and in for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web memaers only. Addldonal temporary bi2cing to Insure stablilly rhtring constructlan is the responsibility of the erector. to Additional permanent bracing or the overall structure in the responsibility of the building designer. For general guidance regarding fabrication. quality control, storage, delivery, erection, and bracing. consult QST48 Quality Standard. D88- 99 Bracing Specification, and H19.91 Handling Installation and Brooln0 Recommendation available tram Trus■ Plate tristiturn. Sea n•nwnfrie Otrw 10,41- WI 53719 A5'Tn�r In�ir.aswse Inc. �zis 'd -assn' N 'SNI S3151SHNI U11RV-NdZ! £ _ZOOZ !r 0�f 900 ssfiaz aalawn-T ssk sass 0bz 0E9 XVd 0:ZT z0i5Z/£0 5x5 2 E;�-10- -- 0 5x --- 3.00 I -TT 6x12 -= 7x6 -- •5X5'= -5x5 ;._ 6x12 7x6 :_ 4 5 6 7 8 7x6 5x8 .- 19 18 17 16 15 14 13 12 "5118 zz 3x6 n 8x17.5 MiI16 _: 8x8 = 8x17-5 M1118= 8x17.5 MI116- 598- 8x17.5 MII16- 3x6 I( TEMP. AND PERMANENT BRACING PLAN SHALL BE DESIGNED BY QUALIFIED BLDG. DESIGNER AND APPROVED BY ARCHITECT. PROJECT ENGINEER AND LOCAL BLDG. DEPT. 65.10 12-11-3 20-aA 28S-10 37.6.6 45-6.12 53-0- 13 594.6 66-0.0 0-5-10 8.5.10 7-4.0 8-23 9.0-13 8.2-6 7-0-0 6.5.10 65-10 Platte'OTfz_s KY): rro moat; ia:6 =T 0 4 ffL74 as-a7r csi opo u=a srfsa5 4;awa7 T9a t2,`tS- 8Ti1� 001=4fTi3 0-8=12 0 6 Uf LOADING (psf) -- SPACING �- 2-0.0 I CSI�J DEFL in 110c) I/deft ._ PLATES GRIP TILL 25.0 Plates Increase 1.95 { TC 0.76 Vert(LU -1.30 10" '>607 MII20 220/195 TCOL 7.0 Lumber Increase 1.15 I BC 0.97 VertRL) •2.05 15.16 >384 M1116 176/121 BCL L 0.0 Rep Stress Incr VES WS 0.94 Horz(TL) 0.45 11 We ect 7.0 Code UBC97/ANSI95 1sTLC-LL Min 1/defl - 360 Weight: 404 lb LUMBER BRACING TOP CHORD 2 X 8 DF No.I &Btr-G TOP CHORD Sheathed or 2.4-0 oc purlins. BOT CHORD 2 X 6 DF No.1&Btr-G BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. WEBS 2 X 4 DF Stud/Std•G WEBS 1 Row at micipt 5-17.7-14 WEDGE Left: 2 X•4 DF Stud/Sid.-Right: 2 X•4 DF Stud/Std WARNING: ANY DAMAGE TO THE BUILDING DUE TO THE DEFLECTION OF THE TRUSS REACTIONS lib/size) 11= 256310-3>8, 11 =2563/0.3-8 IS THE RESPONSIBILITY OF THE PROJECT ENGINEER, THE BUILDING DESIGNER, OR OTHERS. FORCES tib) - First Load Case Only TOP CHORD 1-2=-9198. 2-3=5339, 3-4=-7522, 4-5=-7314, 5.6x•8380, 6-7-6-8380, 7-8=-7314, 8-9=•7522, 9.10=-8339, 10-11 =-9198 BOT CHORD 1.19-8902,18-19-89G2.17-18=8087,15-17=9257, i5-16-8570, 14-i5=8257, 13=14=8087, 12-13=8902, 11-12=8902 WEBS 2-19=90, 2-18=-837, 3.18=303, 3-17--809, 4-17=1168, 5.17=-1192, 5.16=348, 6.16=-279, 6.15=•279 7-15=348, 7.14=•1192, B-14-1168, 9-14=-809, 9-13-303, 10-13=-837, 10.12=90 NOTES (81 1) This truss has been checked for unbalanced loading conditions. 2) WARNING: The unusually long span and/or configuration of this truss requlreS'that, extreme care be used in its application. Use proper transportation, unloading and erection methods. Assure that all required web lateral bracing is communicated to Me building contractor. Ensure that over-all building bracing is designed by a qualfified engineer, aictvteirt. W building 'designer. 3) Provide adequate drainage to prevent water ponding. 4) Alt plates are M1120 plates unless otherwise indicated. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with env other live loads per Table No. 16-B UBC•97. 6) A plate rating reduction of 20% has been %Vicd for the green lumber members. 71 This truss has been designed with ANSI/TPI 1-1995 criteria. 8)"616ck at brace LOAD CASEIS) Standard January 31,2002 11;1 kNlrv(; - Vr•cify dNsign. /uunrnrters• and READ Nf.)Tt:S ON THISAND REVERSE SIDE BEFORE(/SE Destgn vaiid for use only wilh MITelt connecters. Thls design Is based only upon parameters shown, and in for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web memaers only. Addldonal temporary bi2cing to Insure stablilly rhtring constructlan is the responsibility of the erector. to Additional permanent bracing or the overall structure in the responsibility of the building designer. For general guidance regarding fabrication. quality control, storage, delivery, erection, and bracing. consult QST48 Quality Standard. D88- 99 Bracing Specification, and H19.91 Handling Installation and Brooln0 Recommendation available tram Trus■ Plate tristiturn. Sea n•nwnfrie Otrw 10,41- WI 53719 A5'Tn�r In�ir.aswse Inc. �zis 'd -assn' N 'SNI S3151SHNI U11RV-NdZ! £ _ZOOZ !r 0�f 900 ssfiaz aalawn-T ssk sass 0bz 0E9 XVd 0:ZT z0i5Z/£0 19615 Truss Tues Type — — :Illy 'Ply -MOSS UUMBER 81239 022 M1237 AF CAL HIP 1 1 : 4optfonal) triose fiiinTier,*+2Eflf3fAtG, CA'96001 a _--- _..._. 4;21T1 SK1`S Jt/f-'6`20D1 A7tTe0ndustr s Inc. TFii Jan 31 Ot�•74:50 ZQOTPage'f --' 1-4-4 14.114 22-11-4 2311-11 29-7-9 364.7 42-0.5 43-0.17 51.3.7' SS -7:12 68.0.0 74.4 7-4.4 8.2.11 1-0-1 5.7-14 6-8-13 5.7-14 1-0.7 8.2-11 74.4 7-44 Scale 3.00 [12- Bx12 .::: 3x6 it 5x8 5x12 :_ 7x6 4 5 6 7 7x6 zz i Sx5 3 - __� \: - �` 8 5x5 _. 10 _ �= _ l C. 5x10 a.------.._. _._.......�.--•-- - .._.__ 5x10 = o 5x8 - 18, 17- 3x6 ! 1 8x17.5 MII16 :- 16 15 14 13 12 11 5x8 5x5 - axe = 8x8 - 5x8 -- 8x17.5 M1116 - 3x6 11 TEMP. AND PERMANENT BRACING PLAN SHALL BE DESIGNED BY QUALIFIED BLDG. DESIGNER AND APPROVED BY ARCHITECT. PROJECT ENGINEER AND -LOCAL 9LDG. DEPT. 744 14t�*1 22AL! 29-7-9 36.4-7- 43 -* 12 513-7 SB -7-12 66.0.0 1-4.4 7.4-4 8-2-11 6.8.5 6.8-13 8-85 8-2-11 744 7.4-4 Plafr ffsets {X,`f) C1:0=0�;tF0r41�3�3=2=12ff�8J [4 0��ff�4j��12 O��r Yi'O�dge."��I ji 22-8-12,3-UjZ14:U-4-U Edge , - _ ,Edge((1 Z:0-8 12 0 5-01 LOAUING(psf) SPACING 2-D-0 CSI DEFL in (loc) Well PLATES GRIP TCLL 25.0 Plates Increase 1..15 TC 0.98 'Vert(LL) -1.17 15 X673 M1120 2201195 TCDL 7.0 Lumber Increase 1.15 BC 0.97 Vert(TL) -1.8414-15 X429 MINIS 1761121 8CL1_ 0.0 Rep Stress Ina YES WB 0.63 Horz(TL) 0.43 10 n/a BCDL 7.0 Code UBC971ANS195 1st LC LL Min 1/deft = 360 Weight: 4061b LUMBER BRACING TOP CHORD 2 X 6 DF No.18Btr-G TOP CHORD Sheathed or 2-1-7 oe purlins. BOT CHORD 2 X 6 OF N0.18Btr--G BOT CHORD Rigid ceifrlg directly applied or 10-0-0 oc bracing. W fs 2 X 4 DF Stud/Std-G WEBS 1 Row at midpt 2-17,3-16.6-15,6-13,8-13,9-12 REACTIONS (Ib/size) 1=2563/0-3.8, 10=256310-3-8 FORCES {Ib)- First Load Case Only TOP CHORD 1--2=9102,2-3=8079,3-4=-7059,4-5=-7489,5-6=-7489,6-7=-6864, 7-8=-7059, 8-9=-8079, 9-10=-9102 BOT CHORD 1-18=8811, 17-18=8811, 16-17=7834, 15-16=6877, 14-15--7489.13-14--7489,12-13--7834, 11-12=8811,10-11=8811 WEBS 2-18=1102,2-17=11005,3-117=356, 3-16---1035.4-16--532,4-15=802,5-15=-425.6-15=0, 6-14=94, 6-13=-812, 7-13=1052, 8-13=-1{)35, 8-12=356, 9-12=-1005, 9-11=102 NOTES (8) 1) This -truss has been checked for unbalanced loading conditions. 2) WARNING: The unusually long span and/or configuration of this truss requires that extreme care be used in its application. Use proper transportation, unloading and erection methods. Assure that an -required web lateral bracing is communicated to the building contractor. Ensure that over-all building bracing is designed by a qualified engineer, architect, or building designer. 3) Provide -adequate drainage to prevent water ponding. 4.) Alt plates are MI120 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-$, UBC -97. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) This truss has been designed with ANSVTP1 1-1995 criteria. 8) b4ock-at brace -LOAD CASES) 1) Regular: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert 14=-64.0, 4-7=154.0, 7-110-64-0,11-110--114.0 WARN!A1C - Varifv dwsign pitwinelrrs rind R/, A1) NOTkS ON THIS .AND RE'VERSE SIDE liEFURE USE Design val:d!or ase only with aliTek oonneeto s. Thfs design #a oared only upon pammoten shown, and Is for an Individual building component to be installed and loaded varticaly. Applicability of design parameters and proper incorporation of comoonenl Is respons'bildy of building dealgnef - not Iruss designer. Bracing shown Is for lateral auppon of individual weo-�umbels only. Additional temporary bracing to.lnoure stability during eonetruclion Is the tespons-Aillly of the erector. M Addilionet Permanent bracing of the overall structure is The responalbilily of the building designer. Far general guidance regarding fabrication, cluallty control, storage, delivery, erection, and bracing, consul OST -tri Quality Standard, DSB- 898racing Speclticalten, and 441111-91 Handling Installation arW Bracing Recommendation available from Trdss Plate Institute. 593 D'Onafrlo Drlaa. llndlsnn. WI 53719 u:T-L I --.L.-6-: - IFIC January 31,2002 WU 'd--lHUON 'ONI S3181NON1 flllk- bflll _Z00Z 60019j ssaul HHUP 1 ssow 6Z££ tr6z o£S XVd 917:zT zo/Sz/Eo Job Truss Truss Type 1u11237- AF - CAL HIP moss lumber, REDDING, CA'96b01 ` LOAD'CASEjS)- 2)_URC: Lumber Increase=1.:25, FJate1•ncrease=1.25. Uniform Loads (plf) Vert: 14=-14.0, 4 T= -14.0;7=10=-14:D; 1.10=-34.0, 3) -1st unbalanced Regular: Lurnber.lncrease=1..15, Plate.Jncrease=1.15 Uniform Loads (plf) Vert 1-4=-64:0, 4=7=-54:0; 7-'11=14:0,1-11=-14:O- 4) 2nd.i,LrtWanc ed Regular: Lumber Increase=1.15. Plate Increase=1.15 Uniform Loads (pin VefT. 4-1p=14-.0; 4-7--64-.0, 7-10---64.0 7O y jFly __ .. iNOSS l:t1T+7I8ER` R1239022' 1 ,1 I 1i (optional ; 5R'1 '§".Tu"f' 6 -MI, ITeR l Luis tnes, Inc.'.-Ttiu-'Jari'31 08'2 5�'2D'D2'Fage`2- lMMING • W rih dexiz'irpnrmmetets tc!tc1 REAU-rV0/'ES ON THIS'AND REIIERSE SIDE BEFOR E USF.' Design vnlld for use only with MITek connectora:-nds design Is'based bnlYIIPtm astamMers_anown. and ie.toren Indlvou Dund:ngo.omponem to, s instaned and loaded verdoally. Applleabelry of design parameters and proper Incorporation of component is responsibility of building designer – not Iruss designer. Bracing shown is for lateral supper tit'Utdfvidu81, web members only. Additional tempot8ry'braCing:t0�rnsdreHlaasaponsiblllty of 11te erector. TM AddtaonM! Qaimnnenl bracing of the overall structure Is the responsibility of the building deolgeAr. For general guidance regarding fabrication. quality control, storage, delivery, erection, and bracing, consult OBY9e flueflty Mandmd; DBI- 89- Bracing Specilticatlon, and iil8.91'Handling Insteltaffonlend Bffic" Racoon OAdV91" available from Truss AA.TA&- 1".r`4e;Q` 'M. .R!�Io lnsl:r.,�e an+ n•n--rdo or:— "--;--- WI 69719 9Z; ; l d--Z8E8' �N �iy1 S31�iS(ldM1 Wdt 1 8 0TOInj ssful:L 2Iawri SSONi 96 Z ZoisZiso Job : Truss ? Truss Type , ZitY f9t MOISS IlfN113ER- 81239023; M1237 !AG ; CAL HIP moss lumber. REDOtNfi, CA 98001 -"'- ""'""`" 4.Zffi"' "'Sill" s't5cf'25 Obi MiTeliThad!itdes, inc. 'VJid Jan' 3�i�:58a3-2Oa2" Paget ' 6'23 ...:... 12-d.-8 18-0-10 25J4 7-99- 33.4-D 39•-0=8 4041.12- 117-5B 33-7.1D..._.1__._59-'9-'13...._ '6&." -6-2-3. 6-2.3. 6.2-3 7-4.40 i-0.7 64-5- 645 4-0-7 7.0-10 6-23 -6-23, 8-23. Scale = 1:117.2 r� 3x6 i 2 O 5x10 - 5x8 _ .. 5x5 -::: 8X17.5 M1116 = 5x8 = 3.00.(fZ 6x10 :- 5x8 '- 800 7X6 •s 5 6 7 7x6 18 17 16 15 14 13 12 5x8 - 7x8 - '5x8 - 8x17.5-MR16- 5x5 -- TEMP. TEMP. AND PERMANENT BRACING PLAN SHALL BE DESIGNED BY QUALIFIED BLDG. DESIGNER AND APPROVED BY ARCHITECT, PROJECT ENGINEER AND LOCAL BLDG. DEPT. B-2-15 16-5-14 2x7 4' 4 33111L.40-4-1249 6 2 . 57-9-1 66 6 d 8.2-15 8 2-15 9-1 5 7-4-12 7-4-12- e 4 &. 8.2.75- 8-2-15 PFate Orfsets .(Y7►'3=22%21=4:e� 117:0-8.12.0-4-121 LOADING Ipsfl SPACING 2-0.0 CSI DEFL In Boc► I/deft PLATES GRIP TCL' 25.0 1 Plates Increase 1.15 TC 0'.69 VerttLll -1.10 13 >714 X41120 220/135 7.COL 7..0 Lumber Increase. 1.15 SC 0.99 Vert(TL) -1.72 15 >458 Mille 1761121 0. BCLL 0 Rep Stress Incr YES WB 0.54 Horz1TL) 0.41 11 n/a 9CUL 7.0 Code _ UBC97iANS195 1st ICU.Min.1/detl = 360 Weight: -4091b, LUMBER BRACING TOP CHORD 2 X 6 OF No.1 &Btr-G TOP CHORD Sheathed or 2.4-9 oc purlins. BOT CHORD 2 X 6 OF No.l&Btr-G BUT CHORD Rigid ceiling directly applied or 10.0-0 ocbracing; WEBS 2 X 4 DF Stud/Std-G WEBS 1 Row at midpt 4-16, 6-16, 6-14, 8.14 WEDGE Leh: 2 X 4 OF StudlStd, Right: 2 X 4 OF Stud/Std ftEACTtONS -(ib/size) 1 = 2563fO-3.8, 11.ra 256370.3.8 FORCES (lb) - First load Case Only TOP CHORD 1-2=-9187, 2-3--8827, 3-4--7747.4-6--11593, 5-6-=-6421; 67=-6421; 7--8 - 4593; 8.9=-7747; 9-10=-8827., 10-11 =_9187 BOT CHORD 1.18=8889, 17-18=8134, 16-177256, 15-16=6758, 14-15x6758, 13.14=7256, 12-13=8134, I'1-1'2 =8889 WEBS 2-78=-388, 3-18=539, 3-17-775, 4-17-644,4-16--974, 5-16-937,6-16--441,6-15=104, B-14=441, 7-14-937,8-14=-974, 3-13-644.9-13=-775,9-12=539, 10-12=-388 NOTES. 1BI. 11 This truss has been checked for unbalanced loading conditions. 21 WARNING: The unusually long span en4170r configuration of this truss requires that extreme -care be used -in its appkalion. Use.proper transportation, unloading and erection methods. Assure that all required web latero bracing is communicated to the building contractor. Ensure that ouer-alt building bractng is designedby'a qua Plied engineer. architect; or building - designer. .31 .Provide 4oquate-drainage to prevent water.ponding. 41 All plates are M1120 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 oaf bottom chord. live load nonconcurrant with any other Iva loads per Table No. 16.8 UBC -97. 6) A' plata rating reduction of 20% has been applied for_thr.- reen lumber members. 7) This truss has been designed with ANSI/TP1 1-1995 crlteria. 8) block at brace tUAD CASEISJ Standard A AIIrANIVJNf; - Var'ij�-design. /xtrtsmetcrx.arul X£11!] NO7F.S ON 771/.5 AND REVERSE SIDE BEFORE• U.S'E Design valid'lor'flse onty'a'kh-6tlleh tannectore: This daalgn{s basad onty upon parafnetere chain, and to for anlndivltlual buildirlicomponent to be installed and loaded vertically. Applicability 01 design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shorn is for lateral support 011ndJv7dUa1 wob members only. additional temporary braeing to Insureslablllly.dtatng oonslractlon.ta--the responslblity of the erector, m Additional permanent bracing of the overall afrucium Is the responsibility of the Wilding designer. For general guidance regarding fabrication, quality control. Malaga, delivery, erection. and bracing, consuif OST-88'0471118y5tandard, M- 89 Bracing SFvcificatlon,end HIB -91 Heat llag installation and gracing Recommendallon available from Tron Plate Institute. 583 D'Onofrio Drive. Madison. WI 63719 �1Tnlr Inr3ndriiae InC, 9Z/1u1, I' a -Z8£8' 4N 3f1 S3IffinaN1 X31lfl VO I: E TTO "ssflul 21a4T1ifri SSW- 6Z££ 66z On %VA January 31,2002 -10AZ ' i.g, u?.f- 6#:Z1 .fse zf 90/9ZA:0 MOSS LUMBER" _._ _.... _... _ Job Truss Truss Type - Qty Ply .I I R1239024' `M1237 AH :CALHIP (O llOtla) �.. moss lumber, REDDING, CA'9600fi `' " " ' 4:201 SR4 s Ju!"6 2MY-MiTek' Indus ies, (nc 7fiu .fin S?W-2fi:54 7iR52 Page t 330.0 37-5-12 6-10-3 13$-6 20-6-10 28.3-4 283,1136 -BS 44-0./5 d9••6.-11-.�.-55-0-8, -, 60.6-4 66.0-0 6-10.3 6-10.3 6.10-3 7-8-10 1-0-73.8.6 3-851.0-7 64.3 5-S-12 5512 5512 S. 1 le =1:1167 3.00 f17 6X12 - 3x6 II 6x12 :: 5 8 7 5)(5 7X6 5x5 7x6 „ �I 3 4 9 5x5 zz 5x5 10 3x6 n:; `` fffvvv 12 ,o 77 UY fit 5 a 'SxiO : x10 = $ 5x8 :_ 21 20 19 18 17 16 15 14 13 3x6 II 8x17.5 M1116 = 5x5 - 5x5 - 7x8 _ 5x5 - 5x10 = 5x5 5x15 MII16 = TEMP. AND PERMANENT 8RACING PLAN SHALLSE DESIGNED BY QUALIFIED BLDG. DESIGNER AND APPROVED BY ARCHITECT. PROJECT ENGINEER AND LOCAL BLDG. DEPT. 6.10.3 13-8.6 20-6-10 28.3.4 33.0-0 37 8.12 47-6-13 56-10.6 66-0-0 _...._ I _ _ _ 4. - _ ..1..._ -- __,I_---- -+.._._.._ l 6-10.3 6.10.3 6-10-3 7-8.10 4.8-12 4-6.12 10-0.0 9.1-10 9.1-10 WEDGE Right: 2 X-4 aF Stud/Std REACTIONS Ob/size) 1=2563103.8. 12=2583/0=3-8 CSI IDEFL ---in (loc) 1/deft PLATES GRIP TC 0.74 Vert(LL) -1.03 17 >766 M1120 2201195 BC 0.81 Vert(TL) -1.60 17 >492 MII16 176/121 WB 0.82 Horz(TL) 0.39 12 n/a T1stLCLLMin YdeH=360 --y Weight: 427 lb - BRACIING TOP CHORD Sheathed or 23-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc tracing. WEBS 1 Row at midpt 3-19,4-18.5-17.7-17,8-16. ID -15 FORCES (lb) - First Load Case Only TOP CHORD 12=9158, 2--3=-8=, 3-4=71$4, 4.5T$144,'5.6=-8105, 6.7--6105; 7.6=-6137, -M+ 7*76, 9-10--7030, 10-11-157oz, 1 t-tz--ez04 BOT CHORD 1-21=8864,20-21=8864,19-20=7979, 18-19=6979.17-`1825985, 16-17=5985. 15-16=8745, 14-15330,13-14=8330,12-13=8901 WEBS 221=95,2-20=-910,-3-20=320, 3-19=-1121, 4-19=610.4-18=-1177, 5.18=742, 5-17=216,6-17=-293. 7-17=216, 7-16=748, 8-162-985, 8-15=939, 9-15=-349, 10-15=984, 10-13=310, 11-13=421 NOTES 48) 1) This truss has been checked for unbalanced loading conditions. 2) WARNIN G: The unusually 1=9 span and/or configuration of this buss requires that extreme care be used in its application.. Use proper transportation, unloading and erection methods. Assure that all required web lateral bracing is communicated to the building contractor. Ensure that overall building bracing is designed by a qualified engineer, architect, or building designer. 3) .Provide adequate drainage to.prevent water ponding. 4) All plates are M1120 plates unless otherwise indicated. 5) This truss has been designed for a 10:0 psf bottom chord live load nonconcurrent with any other Jive toads per Table.No- 16-B, UBC -97. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) This truss has been designed -with ANSI/TPI 1-19%criteria. 8) .block at brace LOAD CASE(S) 1) Regular: Lumber Increase --1.15, Plate Increase -1.15 - - January 31, 2002 WARNING - *ri..)y design paratneiers and READ NOTES OAF TH/.S AND REVERSE SID dlF,! ORF. 1/S/;' Design valid for use only with Wel connectors. This design 'is based only upon parameters drown, and Is -for an Indlvithtal Duildingcomponeat bbe InsWted.and loaded vertically. Applicability of design.paramalera and proper incorporation at component is responsibility of building designer - not truss designer. Bracing shown to for fetarel support at Individual web members only. Additional temporary bracing to Insure stability du8rlg conatruettarfalthe—ponsibility'of the erector. mn .Additioe. l aerman,mt bracing of the overall sbucnwe is the responsibility of line building designer. For general guidance regarding fabrication. Quality control, storage, delivery, erection, and bracing, consull OST48 Quality Standard, 065- 99 Bracing Specification. and WB -91 handlingtnstsl141101l and 'BracftA corllritendetlan available from Truss P.1PtC .IncYr.,,. ao, ...,.__frro or•.._ .—I--- wI 53719 ►lT_L Inc. 'd—Z8E8'aN �Nl S3lb1SfilONI flIA U'dS!:E _ZO�Z 'lE'Uef ZT0` ssn21.J, xaawrill ssow 6i££ 1717Z O£9 XVJ 66:ZT ZO/5Z/£O LOADING (psQ SPACING 2-0-0 TCLL 25.0 Plates Increase 1.15 TCDL 7.0 Lumber Increase 1.15 BCCL 0.0 Rep Stresstncr YES BCDL 7.0 I Code U8C97/ANSt95 LUMBER TOP CHORD 2 X 6 DF No.1 &Btr-G BOT CHORD 2 X 6 DF SS -G WEBS 2 X 4 DF Stud/Std-G WEDGE Right: 2 X-4 aF Stud/Std REACTIONS Ob/size) 1=2563103.8. 12=2583/0=3-8 CSI IDEFL ---in (loc) 1/deft PLATES GRIP TC 0.74 Vert(LL) -1.03 17 >766 M1120 2201195 BC 0.81 Vert(TL) -1.60 17 >492 MII16 176/121 WB 0.82 Horz(TL) 0.39 12 n/a T1stLCLLMin YdeH=360 --y Weight: 427 lb - BRACIING TOP CHORD Sheathed or 23-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc tracing. WEBS 1 Row at midpt 3-19,4-18.5-17.7-17,8-16. ID -15 FORCES (lb) - First Load Case Only TOP CHORD 12=9158, 2--3=-8=, 3-4=71$4, 4.5T$144,'5.6=-8105, 6.7--6105; 7.6=-6137, -M+ 7*76, 9-10--7030, 10-11-157oz, 1 t-tz--ez04 BOT CHORD 1-21=8864,20-21=8864,19-20=7979, 18-19=6979.17-`1825985, 16-17=5985. 15-16=8745, 14-15330,13-14=8330,12-13=8901 WEBS 221=95,2-20=-910,-3-20=320, 3-19=-1121, 4-19=610.4-18=-1177, 5.18=742, 5-17=216,6-17=-293. 7-17=216, 7-16=748, 8-162-985, 8-15=939, 9-15=-349, 10-15=984, 10-13=310, 11-13=421 NOTES 48) 1) This truss has been checked for unbalanced loading conditions. 2) WARNIN G: The unusually 1=9 span and/or configuration of this buss requires that extreme care be used in its application.. Use proper transportation, unloading and erection methods. Assure that all required web lateral bracing is communicated to the building contractor. Ensure that overall building bracing is designed by a qualified engineer, architect, or building designer. 3) .Provide adequate drainage to.prevent water ponding. 4) All plates are M1120 plates unless otherwise indicated. 5) This truss has been designed for a 10:0 psf bottom chord live load nonconcurrent with any other Jive toads per Table.No- 16-B, UBC -97. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) This truss has been designed -with ANSI/TPI 1-19%criteria. 8) .block at brace LOAD CASE(S) 1) Regular: Lumber Increase --1.15, Plate Increase -1.15 - - January 31, 2002 WARNING - *ri..)y design paratneiers and READ NOTES OAF TH/.S AND REVERSE SID dlF,! ORF. 1/S/;' Design valid for use only with Wel connectors. This design 'is based only upon parameters drown, and Is -for an Indlvithtal Duildingcomponeat bbe InsWted.and loaded vertically. Applicability of design.paramalera and proper incorporation at component is responsibility of building designer - not truss designer. Bracing shown to for fetarel support at Individual web members only. Additional temporary bracing to Insure stability du8rlg conatruettarfalthe—ponsibility'of the erector. mn .Additioe. l aerman,mt bracing of the overall sbucnwe is the responsibility of line building designer. For general guidance regarding fabrication. Quality control, storage, delivery, erection, and bracing, consull OST48 Quality Standard, 065- 99 Bracing Specification. and WB -91 handlingtnstsl141101l and 'BracftA corllritendetlan available from Truss P.1PtC .IncYr.,,. ao, ...,.__frro or•.._ .—I--- wI 53719 ►lT_L Inc. 'd—Z8E8'aN �Nl S3lb1SfilONI flIA U'dS!:E _ZO�Z 'lE'Uef ZT0` ssn21.J, xaawrill ssow 6i££ 1717Z O£9 XVJ 66:ZT ZO/5Z/£O Job Truss iL11237 AH. moss lumber, REDOING; CA 9601 Tniss Type -CAL 141P Qt -.....:.PI MOSS LUMER R1239024, 1 i1 (optional) 410-1-7991 s Jiif fi ZOD f M7ek 1`ndudsfries: IKE "Thu':lMVX1 69:76:54 2WZ-Piga T LOAD CASE(S) Uniform Loads (plf) Vert: 15=64.10t, 5-7=--64.0,7-i2=--64.,0.1-12-14.10 2) UBC: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-14,0. 5-7=-14.0,7-12=-14.0,1-12=-34.0 3) 1sI-uribatanced Regular: Lumber Increase=1.15, Pi010IncMase--1:15 Uniform Loads (pif) Vert: 1-5=-64.0,5-7=64.0,7-13=-14.0,1-13=-14.0 4) -2nd unbalanced Regular: `Lumber fncrease=1.15, Plate hlcrease=1.15 Jniform-t:oads-(pin Vert: 5-12=14.0,5-7=64.0,7-12=-64.0 WARNING - Ver f v design./urrumerers rued RFAn NOTES ON THIS AND REVERSE SIDE BEFORE USE Design, vand for,use only with MITak colmectorA This "Olt, based onty.uDon Parameters shown, and Is for an lrtdlvldual building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of companerii'is responsibility, 61 building designer -MlIr ss designer. Bracing shown ts/orleleralsuppoH-of individual web members only. Addillonal temporary bracing to insure stability during construction IS the responSWAY of the ereotar. Additional permanent bracing of the overall structuro is the responsibllity, of the building designer. For general guidance regarding 13orlcatlon, Aualhy voritrol, stotage.'delivery, erection: and firecing,,c& ssull QST -W 4ue14y Standard, OSB- all - e9 Gracing Specification, and HID -91 Handling Installation and Boating Recommendation avallable from Truss Plate Institute. 5119 D'Onnfrio Driva. Medi—n. WI 537% AA' Tale "wh4as lftC. -;vi 'd-----Z8£8-0N 3Ni S3HIS RONI Y.31IA-4d:9l £ —Z00Z ffTO[ Ismail MHMII SsflN 6zsE itz UES z1vj 0S:9T uef zv��zi�o - - ;:OtV ;Plv 1b1t35S LTiivfBER Job Truss Tiurs Type I A1239025 M1237 'AJ i CAL HIP 1 1 ,................_ .._ 4.201 SR1 s Oci 25 2001 iG(iYe1l Industr'res. 1-nc. Wed Jan 3Z7 Tb:8:150 i'age.f moss lumber, REODING. CA 98001 340.6 7-6-3 15-0-0 22 0-10 30-11 0 31-71-IL15 0-12 43b$SB .. 1 I ._........... Scat = 1:117.2 7.6.3 7-b-3 7b-3 B-4-10 i4l.7 1-0-7 B-4-10 7 6 3 7-43-3 7 b 3 2d•1 10 3.00112 8x10 5 .5 3x5 ;-- j 7x6.x5.. _ 7 5 3 -_ - - - - 5 :. ' 5x5 ....... -:.� 2- atrI ` B' 10 Li _ - 0 o '5x1'0.... 5x8 1B 17 16 15 14 13 12 11 5x87 3x6 I! 8x17.5 M1116 =: 5x5 == 7x8 - 7x8 - 5x5 ::'- 8x17.5 M1116 = 3x6 11 TEMP. ANDPERMANENT BRACING PLAN SHALL BE DESIGNEE) BY QUALIFIED BLDG. DESIGNER AND APPROVED BY ARCHITECT, PROJECT ENGINEER AND LOCAL BLDG. DEPT. 7.0-3 13-0 5 22-S-10 3017-0 3tSa 12 435.8 50 11:10 68-6-13 -66-0.0 7-6.3 7-ts3 7.63 83.10 4.1-8. &bat! 7.63.. 7.0-3_ 7.6.3 Pie1C sets.rsrvl:-11.4510 cr :o-�= u=a r-is:a� s;n: a _ - gea�o=oi: na:cr=t� 4: - - -sir cis• -�- __ (11 7:" -1 - LOADING (psf) SPACING - 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 25.0 Plates Increase 1.18 TC O:Sg V"Lt) -1.04 15 >767 MB20 220/195 TCDL 7,0, Lumber Increase 1.15 SC 0.97 Vert(TL) -1.63 15.16 >483 MII16 1701121 BCLL 0.0 Rep Stress lncr YES WB 0.97 Horz(TLI - 042 10n/a - BCUL 7;0 Code UeC971ANS196 1st LC LL Min Udefl - 360 Weight: 418 ib ---_- LUMBER-- TOP CHORD d X 6 DF No-1&9tr-G. TOP CHORD Sheathed or 2.1-13 oc purlins. BOT CHORD 2 X 6 DF No.l &Btr-G SOT CHORD Rigid ceiling directly appliied'or 10-0-0 oc "bracing. WEBS 2 X-4OF Studistd-G- WEBS 1 Row at micipt 2-17, 3-16, 5.14, 8-13, 9-12 2 Rows at 1/3 pts 4-15.7-14 REACTIONS (Ib/size) 1 =256310-3-8, 10 = 256 310-3-8 FORCES fib) - First Load Case Only TOP CHORD 1-2=-9083,2-3=-8O31, 3-4=-6884, 4-5'=-56'99.5-b=-5547.8-7=•5705. 7=8=-8884. 8-9=-8031, 9.10 =-9083. BOT CHORD 1-18=8794, 17-18=8794, 16.17=7788, 15.16-6679, 1415=5547, 13-14=0679, 12=13=7788, 11.12=8794, 10-11 =8794 WEBS 2-18-104, 2.17=4034; 3-17=360, 3-16=-4244,446-.674,.4-15--1346.,5-15-842, 5-14=-0, 6.14-843, 7-14=-1342, 7-13=674, 8-13=-1244, 8-12=360, 9-12--1034, 9-11-104 .NOTES 18). 1j This truss has been checked for unbalanced loading conditions. 21 WAfIN4NG; The axlusuany 4on9 span and/or conflauration of this truss requires that extreme care be used in its application. Use proper transportation, unloading and erection methods. Assure that ail required web lateral bracing is communicated to the 'building cOntral:tar: Ensure that over-all building tracing isdesigned.by a.quali6ed .engines .-architect, or building designer. 31 Provide adequate drainage to prevent water ponding. 4.1 .All glat"_ars M1120 plates unless otherwise indicated. 51 This truss has been designed for a 10.0 psf bottom chord live'load nonconcurrerlil Dirty other live loedsperTabla No. 16-9 , USC197. 6) A plate rating reduction of 20% has been applied for the green lumber members. 71 This truss has been deiigned with ANSI1TPI 1=1995 Criteria. 81 block at brace LOAD CASEISI Standard 44 I"I?N/NG - Vr:r-if , ,ies'ign parch eters ttnd READ IVOTES f)N TJdd.S AVD RL-VML• S1UG11GfORE U.I;E Design valid for use only with MITak connectomThis dasign mbaaad only'irponyarereters sf awn, and is for an IntMldual- buildingoomponem to De installed and Loaded vertically_ Applicability of design.patametels and proper incorporatlon of component is responsibXily of building designer- not truss designer. Braoing shown is for lateral suppon of individual web members only. Additional lemporafy brecingto ineuro 6tatfi tydv"ronsfircticnis the -ViVI) M Wft-Of the 81400".. n+ Addkional.parmanant bracing of the overall structure Is the responelbllily of the building deeigner. For general guidance ME I regarding labrlcatlon, 4uafity control, storage, delivery, erection, and bracing, Com WI QST4a Quality Standard, 0116• 89 Bracing Specification, and HtBBlReftdtMglnota[tetlpl0atrd9rectagPace, 1 aHMtavailable UomTmot; uT-11, A-6.4- Inr January 3.1,2002 -0iate Jnatu..,. ee•, n•n-.1da.Dr'•- ••�•'- WI 697/9 SZ/ 'd�Z8�8'aN ON1 S3181MON1 �hIN M1:£ -7VOR ' It*"f aro ssalu HauKal ssow sat:£ abz 0ss xV3 09:zT z0/9Z/U0 S _... _ _._.. ... Q iPly -....i .MOSS LUMBER ..--..... _ _.._. Job Truss ;Tiuss.7YDe tY- r 81239075' M1231 A ;COMMON :30 11 - . (optional). _ ..._ .. moss lumber, REbOTt1i;; Ub-6061 S}ii s'06t 15_207151'Wrek lridustTes, (nc._ Wed tan 3b t6 59:0�2007'fYage i 6.7-3 13-2-6 18-9-10 .. 26-4-73 330-0 .1_ _. 39-73 46.2-6 .1,•, - 52-9-10 59.4-13 66.0.0 6.7-3 6-73 6-7-3 6.7-3 6.7-3 6.73 6-7.3 6-73 6-73 6-73 Scala 1-114.7 3.00,`'fl 6x6 7x6 :: 6. 7x6 $x17.5 M1116 ,. 5x5 8x17-5 MII16 :c .421 ^I 30�� 3 20 - 3x6 10 a s io :- sxi'o - a 5x8 19 18 17 is 15 14 13 .12 5x8 — bx-5- = 8x17.5 M1116 - 5x5- - 7x8 = 7x6 -: 5x5 -: 8X17.9 M11,6 _: SX5 .- TEMP -.AND PERMANENT.BRACiNG.PLAN SMALL BE DESIGNED BY QUALIFIED SLOG. DESIGNER AND APPROVEO BY ARCHITECT, PROJECT ENGINEER AND LOCAL BLDG. DEPT. )-4-0 14-6-0 22.0.0 29-" 36-0-0 44-0-0 51-4.0 5&9-0 66-0-0 7.44 7-4-0 7-4-0 74-0 7.4-0 74-0 744 7-4-0 7-0-0 -�a2e�ffSei5lX.Vl: Ct'Zfi3T, ge i :7)•512:6%481:"f50=3-��4'��fJi.�f°f:0=8= - dBs.tf=t3=di`if3_�i=9=iSJ-C1rx'0=2�4�— _(1'6:0=3-8;0=4=1•11L118:'08_129-ri-81 _ _ _—��_ ".._."—.r LOADING (psf) - SPACING - 2-0-0 CS11 - - -DEFL in (lac) 1/deft PLATES GRIP TOLL 25..0. ) Plates -increase 1-15 TC 0.74 VertILU -1.01 15-16 >781 M1120 2201195 TCOL 7-0 ` Lumber Increase 1.15 8C 0.94 Vert(TL) •1.65 15-16 >477 MII16 176!121 13CLt 0;0 I Rep Stress I'm YES WB 0.64- Hdrt(TLI. 0.38 11. Wit BCDL 7.0 I Code UBC97iANSISS (Matrix) 1st LC LL Min I/deft = 360 Weight: 413 lb LUMBER BRACING TOP CHOAO 2 X 6 OF NO.1 &Btr-G TOP CHORD Sheathed or 2-1-15'tic purlins. -BOT CHORD. -2 X 6 OF SS -G, BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 OF Stud/Std-G WEBS 1 Row at midpt 5-16.7-15 WEDGE Left: 2 X 4 OF Stud/Std REACTIONS ilb/size) 1=270810-3-8.11-261710-3-8 FORCES (lb) - First Load Case Only TOP CHORD 1-2 -9519, 2-3=-9358, 3-20 =-6730, 4-20=-8662, 4-21 -4460, S-21 =7385, S-6=-8737, 6.7--6081-, 7-8--72.14, 89=-8359, 9-10=-9013, 10.11 =-9179 BOT CHORD 1-19=9152, 18-19-8673.17-18-7611,16-17-6436, 15-16=5331, 14-15=(3327, 13-14=7325, 12-13-8304, 11-12-8824 WEBS 2-79=-214., 3-19437, 3-18=-670,4-18-1104- 4-17--1104,6-17-1318.5-16=-1303.6-16-i426, 6-15=1292, 7-15--1170,7-14=1 126,8-t4=-928,8.13=1022,9-13=-609,9-12=475,10-12=-233 -NOTES (9) 11 This truss has been checked.for unbalanced loading. conditions. 2) 200.01b AC unit load placed on the top chord, 18.0-0 from left end, supported at two points, 5-0-0 apart. 31 WARNING: This unusually tong Van aftW07,cOnfiguration of this truss requires tkrat extreme care be used in its application. Useproper transportation, unloading and erection methods. Assure that all required web lateral bracing i9 communicated to the building contractor. Ensure that over-aTl'buildingbracing 1s -designed bye-walified-engineat, orchitect,or building" designer. 41 All plates are M1120 plates unless otherwise Indicated. 5) This-4rusSAas beendesigned,for,a.10-0psf bottom chord. live bad nonconcurrent with any other live loads per Table No. 16-8 UBC -97. '61 A plate rating reduction of 20% has beenapplied for the green lumber rrtembw-%. 71 This truss has been designed with ANSI/TPI 1-1995 criteria. 8) Special hanger(sl or connectionlsl'requlred to suppon-concermated taedts) 100;0)b down at 15 6O. and l0f) O1b dOwn:at. 20-6.0 on top chord. Design foi unspecified connectionls) is delegated to the building designer. 91 block at brace TOAD -CASE(S1 STffXWd January. 31.,002 A .WARNING - Vr::.ti rlerc.e,Srl lunnrnrlers and READ NOTi'S ON THIS AND Rf:VERSF. SIDE BEFORE (ISE Design valld 1bf-useontywaRWIrekaonnectors. This designfe based only upon PafametefS VWW.a, and 13 -fay an Individual building component to be installed and loaded vertically. ADplicablllly of design parameters and proper Incorporallon 01 component is responsibility of building designer -not truss designer. Bracing shown is jar *lateral :uppan dl mr1hriildual rreb.mombars-only. ftedkbnal lampotary�bsalliq w.1gsweitatridityxiong construction lathe responsibility at the oreeta. TM Additional permanent bracing of the overall sltueture is the responsibility of the building designer. For general guidance regarding fabrication, quality control. storage, delivery, erection, andbleb,'ng, canslift 4ST-8e 10uual"Y Sts'"i"d, DSE6 - a9 8racktg,Spocificatl0n, andI(1B.91 Handling Installation and Bracing Recamnl0ndallon available Irom Truss Plate Institute, 503 D'onofrlo Drive, Madison, WI 53719 MiTek Indusbies. Inc. OZ/Z ' d--Z8E8' 4N ON I S3 811S'f NI M14`J-- RLO: S —1001 ' It' (If --- sr0Z ssaus, HauWa-1 ssow ._ siEE vva ois XVA rs:ar ZO/SZ/E0 Job . ; Truss Truss Type Oty ..._...r Moss Lu M1237 ;A1 COMMON :1 2 ) 87239016 I . I (optiona-)t_ 2 i moss lumbo% REWIN6, CA 96001 4.201 SR1 s Oct 25 OD1 Mt1'ek Industnes, Inc. Vied Jen b'76:SS 3$ 2002 page 1 6.7J 1:2.8 1$•9-13 Z8fi-73 68-D-0 I - .6-7-3 -&73 6.7-3 $73 -6-7-3 6-73 6-74 rr7-3 6.7-3 .6-7-3 Scale =1:113.9 3.00 112- 6X6 7x6: 6 70 :.: 7x8 .._ 5x5 =' - : r7 $ 7x8 . I Sxd 4 3 _ / Y 9 3X6 h i 2 .........�� s _ :..10 ,y , 0 5x10 - 5x1 19 18 17 16 15 14 13 12 US -: Tx6 - US - 7116 = 7z6 — 5x5 - 7x6 -_ 5x5 = TEMP. AND PERMANENT BRACING -PLAN SHALL BE -DESIGNED BY QUALIFIED SLOG, DESIGNER AND APPROVED BY ARCHITECT, PROJECT ENGINEER AND LOCAL SLOG. DEPT. 7-4-0 .s. 14-0-0 22-0-0 294-0 3(-8-0 44-0-0 514-0 58.8-0 68-0-0 74-0 7-4-0 7-4-0 7-4-0 7-4-0 74-0 )4-0 7.4-0 74-0 •}31ate'Offs'eis•'152; /�{ i�S-1=f-2,b�i3:43=4;6-d�}-T5Z1=�,6 - - R�3-a3-$�7-13Tcif�i2," •6�g�8T� (�t3 ---- _ -LOADING -(psf} ^`SPACING -:2.0.0 CS] �Om -- �in floc) 4/def/ PLATES -GRIP TOLL 26.0 Plates Increase 1.35 TC 0.30 Vert(LL)�•O.57 17 >999 M1120 2201195 TCOL 7.0 'umber'Increase lab BC 0:86 Veft(TL) •0:86.1647 >'921 BCLL 0.0 Rep Stress Incr YES WS 0.29 Horz(TLI 0.19 11 n/a BCDL 7.0 Code U81297/ANS195 (Matrix) 1 st LC LL Min )/defl = 360 L Weight: 823 Ib LUMBER BRACING TOP'CHORD 2 X 6 -DF'No.1 &Str=G TOP Ci 4ORD Shmtthed or 4.6 -9 -cc purlins_ BO.T CHORD. 2 X 6 OF No. 1:&Stf-G. 80T CHORD .Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 OF Stud/Std-G REACTIONS- (Ib/site) 1=2563/0--3.8, 41-2563/0-3--8 Max Grav 1-3661(load case 4), 11 =3661 Hoed case 3) FORCES Iib) - First Load Case Only TOP CHORD 1.2=-8976, 2-3=-8810, 3-4=-6139, 4-5--6994, 5645859, 67==3859,7-8==8994, 8''9m=8139, 9-1:0=-88:1.0,.1.0.1. ]. � •89.211. BOT CHORD 1-19=8628, 18.19-8092.17-18 =7111, 16-17-6113.15-15-5115,14-15 -611:5. 13-14-7111, 12 33=8492; 11-12m8828 WEBS. 5-17=1126, 5-16--1172, 5-16-1293, 6-15=1293,7-15--1172, 7-14=1126, 8-14>a-928, 8-13=1022, 9-13-•613, 9-12-491, 10.12=-236 NOTES (8) 11, This --truss has been checked for unbalanced load -Ing conditions. 2f -WARNING: The unusually long span and/or configuration of. this tnrss.requires that extreme care be used In its application. Use proper transportation, unloading and erection methods. Assure that all required web lateral bracing is communicated to the building contractor: Ensure that over-all building bracing is designed by a qualified engineer. architect, or building designer. 3) Ttlis truss has been designed "for a 1'O.O psf ba4torn chord 11ve10ad nbrwrxmreni t h'eny other five loads -per Table No. 16.8 USC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) This -truss has been -designed with .ANSI/TPI 1.1,995 criteria.. 6) This truss has been designed for a total drag load of 8700 Ib. Connect truss to resist drag foods along bottom chord from '0=0=0 to'66=0=0 for 131.6 plf. 7) 2 -ply truss to be connected together with 0.131'x3' Nails as follows: Top chords connected as to'Iows: "2 X'6 -'2 rows ai'".p be. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc: Webs connected as follows: 2 X 4 - t row at 0-9-0 oc. .81 block at brace LOAD CASE(S) Standard Januarl 31,2002 W/!d.'NIN'h - Yecijy r/esi;Qrr.parrunre:ra;rx.mul.KEi1U.NU.TliS UN.7:1/!S AND RF-VBN.Sfi S/D/s.lIGFOFP USE 'Design•valld foruse,anly with L O Wrlsetars. ThIS 6"9114s booed •orgy upon parameters shown, and W:focan:individual. building component to be Installed and loaded vertically. Applicability of design paramotets and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is foriaterafeupporl ol-indlil" web'mnmbecsdRly:.,Additlenal•temoararybracing todnsure- stability during construdknlsthe.responsila tyol.theelector. mar Additional permanent bracing of the overall structure Is the responsibility of the bulging designer. For general g1+Wanee regarding fabrication, quality control, storage, delivery, erection, and bracing, -consult bSh$i) Guality'Stmdord,'056- P9� aracing-Specification, and,fill"t kand(Ing Installation. and-Braeing Roeantaendation.avallable from Truss W1 Plate Institute. Ea3 n'nnnirlo Odie sr.al.e., Will 93739 11111; . MAr..t..�. Inc. qjc/£ 'd-----18£8"o`if ON *1 S-31-81SHNi HI1R-A-0-0:6 —100b ''I.£ 9foe WWI 2[aawal scow 6Z£E VV4 0E5 Xvd TS.ZT ZO/SZ/vo _.._ .......... _ . - Job Tran - f:QIY ' MOSS LUM12Eii . ......... _..... 81239028 '� ' :�Trfrss�Type� i. M 123 I j 7 JA it00FT8U$S "2 r 1 rnoss lumber, FtE06n1G, Ci4 86001 4.201 §f11 S Oet 001 MiTek Industries, (nc. wed Jan 30 �6:58:i7 20b2 gage 1 LUMBER TOPCHORD ZX'6Ot"No:l'Yr3tt=0 SOT CHORD 2 X 4 DF No.l &Btr-G -REACTIONS (Ib/Size). 2=206/0-3-8,4-21Mecha1`0ca1. Max Grav 2=206noad case 1), 4=22(load case 2) 'FORCES'(ib)-'First'Load-Case'Only TOP.'CH'CRD 1-2=24, 2'-3=-35 BOT CHORD 2.4-0 Scale = 1:7:0. taa 16.6 DEFL In floc) Well PLATES. GRIP V@R(LL) 0.00 2 >999 M1120 220/195 Veft(Tla '0:00 1.2 >999 HorzITL► 0.00 n/a 1st LC LL Min I/deli = 360 Weight: 9 lb BRACING TOP'CHORD Sheathtldor1-5-6ocpurfins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES d5). 1) This truss has been designed for a 10.0 psf bottom chordlive load nonconcunent with any other five loads per'rdbte"No. 76-i3 UBC -97. 2) A plate rating reduction of 20% has been applied for the green lumber members. 3) Refer to girderls) for truss to vuss connections. 4). This: truss: has: been. designed. with. ANSI/TPI 1-1995 criteria. 5) block at brace LOAD CASE(SI Standard January 31,2002 !�U%nRNFNC: - Vr^rr/+..r/rsi.t;al pararncre+a-unrl RF;�1I��NQ:CG5 <,)N THlSi1NU R1iVt11SE S//.)f: IiFf•Y)K!' USN.." -Design vane'for "a otdy'wlth MTekcotmectors: Twdesign•is based.orly upon parametersshown, and .I&.for an.h,dividual. buildinq component to be installed and loaded verilcally. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer _ not truss designer. Bracing shaven is for lateral support of IndlVidudi tveb'mombeT3-anIV. Additional temporary • bracing W.1sure stability duringcaretructlan:Is.IhesesponslbWty.d.Ihe erector. 1M Im Additional permanent bracing of the overall structure 18 the responsibiEfy of the building designer. For 9enaral guidance regarding fabrication, quality control, storega, delivery, erection, end brecln9, consult 45T-56 Quality Sft110aYd,'M- 098rectrrgSpec ificetion,. and N1&8t.w.endl'ntg- Installation. sod -Bracing : Recommendation available from Truss _ Plate ImIll.te- saO' s O—Irlo prive. Y All . Wl $2718 %1&TOIr inthic1r1Aq. Inc. i "O"ISI .S3I81HGNI �htl,L-"NfllI:E -1001 ' I£'U.Er Lr0' SSIial HaUKTI, SSOF>r 6ZE£ vtiZ OUS XVd ZS:ZT ZO/SZ/£0 tiDADING (psf) SPACING 2:0.0- CS) TCLL 25.0 Plates Increase 1.15 TC 0.06 TCDL 7-0 Lumber Increase 1.15 BC 0.'02 BCLL 0-0 .Rep Stress Incr YES WB 0.00 BCOL 7.0 Code USCS71ANS195 (Matrix) LUMBER TOPCHORD ZX'6Ot"No:l'Yr3tt=0 SOT CHORD 2 X 4 DF No.l &Btr-G -REACTIONS (Ib/Size). 2=206/0-3-8,4-21Mecha1`0ca1. Max Grav 2=206noad case 1), 4=22(load case 2) 'FORCES'(ib)-'First'Load-Case'Only TOP.'CH'CRD 1-2=24, 2'-3=-35 BOT CHORD 2.4-0 Scale = 1:7:0. taa 16.6 DEFL In floc) Well PLATES. GRIP V@R(LL) 0.00 2 >999 M1120 220/195 Veft(Tla '0:00 1.2 >999 HorzITL► 0.00 n/a 1st LC LL Min I/deli = 360 Weight: 9 lb BRACING TOP'CHORD Sheathtldor1-5-6ocpurfins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES d5). 1) This truss has been designed for a 10.0 psf bottom chordlive load nonconcunent with any other five loads per'rdbte"No. 76-i3 UBC -97. 2) A plate rating reduction of 20% has been applied for the green lumber members. 3) Refer to girderls) for truss to vuss connections. 4). This: truss: has: been. designed. with. ANSI/TPI 1-1995 criteria. 5) block at brace LOAD CASE(SI Standard January 31,2002 !�U%nRNFNC: - Vr^rr/+..r/rsi.t;al pararncre+a-unrl RF;�1I��NQ:CG5 <,)N THlSi1NU R1iVt11SE S//.)f: IiFf•Y)K!' USN.." -Design vane'for "a otdy'wlth MTekcotmectors: Twdesign•is based.orly upon parametersshown, and .I&.for an.h,dividual. buildinq component to be installed and loaded verilcally. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer _ not truss designer. Bracing shaven is for lateral support of IndlVidudi tveb'mombeT3-anIV. Additional temporary • bracing W.1sure stability duringcaretructlan:Is.IhesesponslbWty.d.Ihe erector. 1M Im Additional permanent bracing of the overall structure 18 the responsibiEfy of the building designer. For 9enaral guidance regarding fabrication, quality control, storega, delivery, erection, end brecln9, consult 45T-56 Quality Sft110aYd,'M- 098rectrrgSpec ificetion,. and N1&8t.w.endl'ntg- Installation. sod -Bracing : Recommendation available from Truss _ Plate ImIll.te- saO' s O—Irlo prive. Y All . Wl $2718 %1&TOIr inthic1r1Aq. Inc. i "O"ISI .S3I81HGNI �htl,L-"NfllI:E -1001 ' I£'U.Er Lr0' SSIial HaUKTI, SSOF>r 6ZE£ vtiZ OUS XVd ZS:ZT ZO/SZ/£0 Job Truss aR1237 JB moss luritbt:r, REbDING, CA 96001 :Truss Tvpe. LOiy :flit' MOSS R1239029 ,ROOFTRUSb I2 1 r �11toDtionaq a -' �R1 s t5ct,25,2 01 MiTeklndustries: inc. 1veA .fan �D i9i58:77 2062�age 1 - -t-B-o. LAA Scale = 1:9.3 a -1a -B. LOADING fpsf) SPACING 2-f)-0- '_— CS! DEFT v in floc} • i/dell TCLL 25,0 �- Rates Increase 1.15 TC 0.07 VertILL! -0.00 2-4 >999� TCOL 7.0 Lumber Increase 1.15 EC 0:05 1/ert(TU 0.00 1-2 '>V99 SCLL 0.0 Rep Stress Incr YES we 0.00 Horz(TU -0.00 3 n/a BCDL 7.0 Code USC971ANS195 (Matrix) - 1st LC LL Min Udell_360-_ -` -PLATES GRIP M1120 220/195 -Weight: 14 Ib LUMBER BRACING TOP" CHORD 2"X'6'DF'No.l'ffiBtr-G TOP•CHORD :Sheathed or 2.14=6 oc purlifts. BOT CHORD 2 X 4 DF No-1&Btr-G BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. Ilb/size). 3.- 52/Mechanical, 2 =24:2/0 3.8, 4-19]MechwtcaI Max Grav 3-52(toad case 1), 2m2420oad case 1).4-45(load case 2) FORCES fib) - First Load Case Only TOP'CHORD 142=24.2-3a-43 BOT CHORD 2400 NOTES. 451. 1) This truss has been designed for a 10.0 psf bottom chord live bad nonconcunent with any other live loads per Table No. 1fi-B UBC -9.7. 2) A plate rating reduction o1 20% has been applied for the green lumber members. 31 Refer to girders) for truss to truss connections. 41. This truss has been,designed with ANSIITPI 1-1995 criteria. 5) block at brace 'LOAD:CASEIS) 'Stand'ard- ®January 31,2002 t1A, KNING• - t7Cr 5J4 dr.vi.g9 Itaxctrrulers rrnd H1_ -A9 N09"ES ON THU AND REVERSE, SM)B-BFFHRL3 USE Design valid tot use only wiih 1,117ek connectote. Tuts de6linisbased only upon paramaters shown, analVaran'btdMdual .buiding.component.tobe, Installed, and,loaded.vertically. ,Applleability of design.aaram oters ano.proper Incorpo radon of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral suppan of Individual web members only. Addifional lemporary bracing'to'insure stability fluriltgcolittrMlonlslhe responsibitlh,ol the'eteclm: tat Addinonal.permanenl bracing. of the overall structure is the reepanaVilly of the building designer. For general guldsr ro regarding fabrication, quality control, storage, delivery, etedion, and bracing. consult CST•SS flualtly Standard, DSII - '69 Bracing $peclllcagan, artd M-91 Nanditng Ingla(illdon and Breofng Recodyterdatlortavailable from Truaa Plate Inetir•— eat n-A—frio Drr••^ u. ­ WI 53719 - qZ/6 l ' d—NM ON O� i S3181.S'n'dN 1 A3101 1161 1 2-00Z 9ToCk) Mal uaawal ssow sass VVa oss YVd as:aT ZO/5a/50 :Job TrUSs i Truss Type :OtY 1'ffti' _ _..._.. OS$ tUMt3iR '" R1239030- :1011237 JC ROOD TF13Sb 2 1 i ..too_ tmnap _.. _ MOSS lumber. REDDING, CA 96001 4.301 5R4 s Ott 23 OS1 Mi eii Industries, )nc. Wed 30 16:68:1'8 2002 Patio t _t_g:n . ........ ..__. ........ 1-6-0 4=5+f3 4�8 4.5.6 LOADING (psf) SPACING 2.0.0 CS4 DEFL in (loci I/deft r— TCLL 25.0 Plates Increase 1.15 TC 0.08 Vert(LL) 0.01 2-4 >999 TCDL . 710 i. Lumber Increase. 1:.15. eC. 01:1.1 VertlTu -0,02. 24 >999 BCLL 0.0 Rep Stress Incr YES WS 0.00 Horz(TU -0.00 3 nda 3CDL 7_0_ Code UBCS'NANS196 )Matrw Tat -LC U Min l/dell: = 360 PLATES Mi)20 Weight: 204b LUMBER– – BRACING TOP:CHORD 2 X:6:DF No.1:Mr--.G TOP CHORD Sheathed or4-5-6 oc:purlins. BOT CHORD 2 X 4 DF No.'1&8tr-G 60T CHORD Rigid ceiling directly applied or 10-0-0 oe bracing. REACTIONS (Ib/size) 3'11.21Mechanlcat,2e288/0-3-8,.4-29dMechanical Max Grav 3-1121load case 1), 2-288(load case 1), 4=71Poad case 2) FORCES Iib) - First Load Case Only TOP'CHORD 1-2=24,2-3-10 BOT CHORD 2.4=0 .NOTES .(5). 1) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other five loads per Table No_ 16-8 UBG9T. 2) A'plate rating reduction of 20% has been applied for the green lumber members. 31 Refer to girder(sl for truss to truss connections. a) This ttuss.has.been.designed with ANSUTPI..1.-.1.995 criteria. 51 block at brace LOAD-CASEM). Standard. GRIP 2201195 '.January 31:,2002. ..A WARAIINf .. Vrri/i d,i.ri,vn parameters and READ NOTES ON TH'J.S AND REVERSE. SIDE BEFORE USE Design valid for use only with M1Tak connectors. This design is based only upon parameters shown, and Is for an individual bullding component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of cc-�cr;snri; b0ding'designer -ncl'truss designer. Bracing shown hior lateral support clind!vidual j web members only. Adoltional tomporery bracing to insure stability during constfuc)ton Is the responsibility of the erector. a Additional permanent bracing of the overall structure Is the responsibility of the bullding designer. For general guidance 'regarding.fabdcatlon;,quality*"rol,:storage,'dellvefy,:erection, and bracing,consuti-05T-88:4uality-StandiiM USB - 89 Bracing Specification, and RIB -91 Handling Installation and Bracblg Recommendation avallable from Trues Plate Institute. 583 D'Onotrio Drive. Madison, W163719 �� 1C4:dI1sdmP-8-• 111r. ..d^Z.B.£,8.�,,� 31.1 S31-8IN! Nhfj1t �dnz:� _�.g.p.� �.g ue.� .6.T.O.SS'fixi, z1aU: a,1 SSON otft rrz OEs jCVj -n- z Z075ZT£`O _.__...._.....---._..... .-!' iV ;'P - :'-.' I UMtlER' --_...... ......... .... Job Truss ; (ru3s Typo R123903 :M1237 JD ! ROOF TRUSS �-2 71 foetionall.. moss lutnbei, REDOING. CA 96001dl SFIi s Uci 75 fool fv(IYek Industries. Inc. Lead Jan 30 1�:�f 2003 Tsage t" ;......._.__._. ' St1-fi 3, i 4.00 ('TZ. I 2 . _ ----- ._...._...._.......-- Scale = 1:15.1 � 3- 6b5 -NOTES. 151. 11 This truss has been designed for a 10.0 psi bottom chord live load nonconcufr(int with any oiher'ffva'foads per Table No.,'6<B. UBC -97. 2) A plate rating reduction of 20% has been applied for the green lumber members. 3) Refer to girders) for truss to truss connections. 4.1, .T..his.truss.has been designed with ANSVTPI 1-1995 criteria. 5) block at brace -LOAD CASSIS) 'Standard A''.VcI 1N'ING - l eri;!y design nnrcrnrerf-a'!rn!'/ N' 'A'D NOV.'S ON THIS ANDRE.VERSE SIDE flErORh USF_ Design varni for use only w8h*14176a conroilars.ThL^ s{gn?5 teasatl'cnSy c�c+t'parameic7o shown; erM la icr-omkMlviduat .bullding component. to be installed and Waded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss daslgner. Bracing shown Is for lateral support of individual w6b meribers only. AddindrtaI'Mmllby2ry, t&EL4htj "[a'h151tTe'6ldblli9y'dFNI^c Gdlf9tNOLCr7 is the reeponelality, of..ihe ererlor.. 7� Additicnel.permanent bracing of the overall simciure to the responsibility of the building designer. For general guidance regarding fabrication. quality control. storage. delivery, erection, and bracing, consult ®$T46 :wdlity'Standare, 052• '99 aractag'$Cec?Bteatlon,'end:NSB-91 f gn.dlinglnstatiaihsn and 9reo?ng-Recemmendatlonavallabte from Trued �3� i M7te I(IYA�r iPfrulft��Wt. January 31.,2002 Plate inatiture, 5e9 a o,.nfrlo or vw. +AfAnn. WI Sa t q. t 1 1 1 1 I{t - ) ' (f .Q 9Z/IZ d--18£$'�N III �Id, S")iflI,I A3111IN �-d0� E ^.Z0O.Z •.�.$ (— ozoi SSR&L Haual SSOR ozee tog ocs X-dlq vs:zz zoisu o LOADING (ps11�, SPACING 2-0.0 CSI DEFL in floc) I/deft PLATES GRIP 'I CLL 25.0 1 Plates Increase 1.15 iC D.16 Vart(LL) =0:05 '2-0 '>'999 'Mtl20 220/1,95 TCD.L Z.0 Lumher Increase 1.15 .. BC 0.21 .. VertlTl► -0.08 2-4 >836 BCLL 0.0 Rep Stress Ina YES WB 0.00 41Matrlxl Horz(TU -0.00 3 Nis 1st LC LL Min.I/deft. = 360 Weight: 25 ID BCDL 7:0 Code UBC97/ANSI95 LUMBER T'OP'CHORD 2X6'DFNo.Y&'BV4 BRACING TOPGHORD Sheathedor-5.1.1.6.0o:pudins.. BOT CHORD 2 X 4 OF No.1 &Btr-G BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS .(Ib/size) 3=.166/Mechanical, 2=34110-3-8, 4=40/Mechanical Max Grav 3-16600ad case 1), 2-341(load case 11, 4=96(toad case 21 FORCES Pb) - First Load Case Only TOP'CHORD 1-2=24.2-3-'44 BOT CHORD 2.4-0 -NOTES. 151. 11 This truss has been designed for a 10.0 psi bottom chord live load nonconcufr(int with any oiher'ffva'foads per Table No.,'6<B. UBC -97. 2) A plate rating reduction of 20% has been applied for the green lumber members. 3) Refer to girders) for truss to truss connections. 4.1, .T..his.truss.has been designed with ANSVTPI 1-1995 criteria. 5) block at brace -LOAD CASSIS) 'Standard A''.VcI 1N'ING - l eri;!y design nnrcrnrerf-a'!rn!'/ N' 'A'D NOV.'S ON THIS ANDRE.VERSE SIDE flErORh USF_ Design varni for use only w8h*14176a conroilars.ThL^ s{gn?5 teasatl'cnSy c�c+t'parameic7o shown; erM la icr-omkMlviduat .bullding component. to be installed and Waded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss daslgner. Bracing shown Is for lateral support of individual w6b meribers only. AddindrtaI'Mmllby2ry, t&EL4htj "[a'h151tTe'6ldblli9y'dFNI^c Gdlf9tNOLCr7 is the reeponelality, of..ihe ererlor.. 7� Additicnel.permanent bracing of the overall simciure to the responsibility of the building designer. For general guidance regarding fabrication. quality control. storage. delivery, erection, and bracing, consult ®$T46 :wdlity'Standare, 052• '99 aractag'$Cec?Bteatlon,'end:NSB-91 f gn.dlinglnstatiaihsn and 9reo?ng-Recemmendatlonavallabte from Trued �3� i M7te I(IYA�r iPfrulft��Wt. January 31.,2002 Plate inatiture, 5e9 a o,.nfrlo or vw. +AfAnn. WI Sa t q. t 1 1 1 1 I{t - ) ' (f .Q 9Z/IZ d--18£$'�N III �Id, S")iflI,I A3111IN �-d0� E ^.Z0O.Z •.�.$ (— ozoi SSR&L Haual SSOR ozee tog ocs X-dlq vs:zz zoisu o Job Trigs' M1237 JE moss lumber. REDDING, CA 96001 =tit: • R1239032 300r TausS e 1 lOP1iOnH1) ”'"-"' 4:2�461'SP1•s Oct 25.200T`M)Tek'Iudustnes, inc. V�SJan 3�,�"i•o:o6:i� 2�b02 Paye 1 7-5-9 2x4 ii 4:U -i9172 REGUMED AT SUPPOR., —:. l ----- -- `1 - lx4 =: 1.5x4 i l ... 1 4 • Scale= 1:18.2 5 REACTIONS ublsize) 2=339/0-3.8, 6=3 3603-8 rORCES Ob) - First Load Case Only TOPCHORD 1-2-12,2-3-0,34=-13 801 CHORD -24=0-5.6.=0 WEBS 3-6=-275 NOTES (4) ?) This Truss h3's haat: deeSigned fOiL R 10.0 psi uCttC ^ chesd Sys!_ad nir•,00s.rr_e^i with. any other.live Loads par Teb1e No. 16.13 UBC -97. 2) A plate rating reduction of'36% nas'bean apiiiidd-1w Vit 8�ar1'iir�3i tat'melnbcrs, 3l This. teusa has been desioned with ANSI/TPI x •1995 criteria. 4) block at brace ! CAD CASEIS) Standard January 31,2092 b ARNTNG - Vrsi,Cy.rirsiKat ;ar r'rxnt<•Ld.rs.u.nd.RF:AD NOTF-.S ON THIS AND REVERSE $WE RF -FORE- USE �r Design v911atcr ua"L bniii With wak to7actc3.bass_: 01115 sL+awn.andis for an. Indnrid441 building component to be installed and loaded vertically. Applieatility of design parameters arml proper Incorporation of component is responalbitity of binding designer— not truss designer. Bracing shown is for faterdtatppoit bi'inm4r8U9t wen'mem0eea only: Aetdirlcnal to-pwary bracingto ineura atabl ity during ONveuaction Is the responelbllily of the creetol. rw Addillenal permanent bracing of the overall structure 16 the re6ponsibinry or tho building designer. For general guidance regarding lantieabon, duality, conttol, storage, delivery, erection, and brading, consult d3T-o9`GDa;!IV Sloadesd, M9- E9a ra=ids: 5peelf oaller.; and lll9,e.1. "spriling, installation, rind. Bracing. Recoramerldatlon avallable from Truss Plata Institute. 563 D'Onoirle Drive. Madls:on. W) 57712 rid'-Y�r ink°ta`r'e` Inc.' L--SZ/.ZZ 'd—NES' ��i ��i�i�('lQl' I `>I.il'��. �;.d.;,Z.;..c - n.n.Z.T.-O-0 ssnx.r, HaffKan ssow, 6z9E avz oss YVd rs:zT 90/SZ/so ---- - - ------------- • ._. _.. ...._�_ —.__. —. 6.1-12 4340 �2-0-0 LOADING (.,.f) SPACING- I. CSI -TC I DEFL in (1oc) Udell PLATES GRIP 4@t4(LL) -3,-1 2=6 >SPrn> 4"„42is 330!18F, i'CLL 25.0 'Plates increase TGB.L 34 �. lumber Increase 1.155 1.15 ! BC 0:3T 0.22 Vart(TL) -0.08 2-6 >999 I. SCE 0.0 ii Rep Stress Ince I Code UBC9.7,ANSl9S YES 11 WB 1. 0.06 + Horz(TL) 0.00 -nia I 1st LC LL Min Udell -360 I. Weight: 33 113 SCOL 7.0 -CUMBER TC1P GNQR4 3X fi OF.No.,1 &Str-G ERAVNG TOP CHORD Sheathed or 8-0-0 oc Puffins- BOTCHORD nPgidcaiiing cceziiy a; viieaai TO 3 v �� 3.rsrnd. BOTCHORD 2 X 4 DF No.t&Btr•G Veas 2 X 4 OF'StudiStd-G REACTIONS ublsize) 2=339/0-3.8, 6=3 3603-8 rORCES Ob) - First Load Case Only TOPCHORD 1-2-12,2-3-0,34=-13 801 CHORD -24=0-5.6.=0 WEBS 3-6=-275 NOTES (4) ?) This Truss h3's haat: deeSigned fOiL R 10.0 psi uCttC ^ chesd Sys!_ad nir•,00s.rr_e^i with. any other.live Loads par Teb1e No. 16.13 UBC -97. 2) A plate rating reduction of'36% nas'bean apiiiidd-1w Vit 8�ar1'iir�3i tat'melnbcrs, 3l This. teusa has been desioned with ANSI/TPI x •1995 criteria. 4) block at brace ! CAD CASEIS) Standard January 31,2092 b ARNTNG - Vrsi,Cy.rirsiKat ;ar r'rxnt<•Ld.rs.u.nd.RF:AD NOTF-.S ON THIS AND REVERSE $WE RF -FORE- USE �r Design v911atcr ua"L bniii With wak to7actc3.bass_: 01115 sL+awn.andis for an. Indnrid441 building component to be installed and loaded vertically. Applieatility of design parameters arml proper Incorporation of component is responalbitity of binding designer— not truss designer. Bracing shown is for faterdtatppoit bi'inm4r8U9t wen'mem0eea only: Aetdirlcnal to-pwary bracingto ineura atabl ity during ONveuaction Is the responelbllily of the creetol. rw Addillenal permanent bracing of the overall structure 16 the re6ponsibinry or tho building designer. For general guidance regarding lantieabon, duality, conttol, storage, delivery, erection, and brading, consult d3T-o9`GDa;!IV Sloadesd, M9- E9a ra=ids: 5peelf oaller.; and lll9,e.1. "spriling, installation, rind. Bracing. Recoramerldatlon avallable from Truss Plata Institute. 563 D'Onoirle Drive. Madls:on. W) 57712 rid'-Y�r ink°ta`r'e` Inc.' L--SZ/.ZZ 'd—NES' ��i ��i�i�('lQl' I `>I.il'��. �;.d.;,Z.;..c - n.n.Z.T.-O-0 ssnx.r, HaffKan ssow, 6z9E avz oss YVd rs:zT 90/SZ/so 'ab - Y......._ ... . .. ........ ... :.l. ...Pi... 6 NfJSS LJh78 ttu53 , Fiu3s .vpe �' 'r P123902 : , 7: Mt 237 J ;tViONOTRUSS 22 '1 _. l I. I uOne9.. _ , —_ moss lumber, REDOING. CA 96001 � 4:[o"i SR1 s i3ct 2b" 200"f� n1liTeh •ndusiites. Inc. orf Janes ti5':53-9`6} 202-i'age 4 -o + 2x4 I I 5 Scale = 1:21.7 SLOWING & BRACING d:v^K3j "FOI IIaFD aT St)PP(j[4 3 LOADING (ps1) SPACING 2-0-0 i 'DEFL ill ':or) ITiSafK PKAT=S GRIP M1120 2201195 TOLL 25,2. Plates.tr*crease 1-1.5 TC 0.13 VertlU) -0.02 2-7 >999 TCDL 7.0 Lumber Increase 1.15 BC 0.16 Vert(TO -0.03 2-7 >999 50LL 00 Rep Stress Incr YES INS 0.09 H.wzlTLI -0.02 .7 N>t BCDL 7:0 i. Code UeC97/ANSf95 1St LC LL Min I/deft = 360 Weight: 43 Ib LUMBERBRACING TOP CHORD 2 X 6 DF No.1 &8tr.G TOP CHORD 5'hestfiad ar'o' 0�9 ec pati s. 6zE3�i arl9'VCR! 2i3. AVOT-CH.CRD- 2 K.4, DF No -1421:1_G, BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 DF Stud/Std-G REACTIONS (ib/size) 2=276M-3-8,7-50010-3-8 .170110Ec,.01cl -.First Load Case Only TOPCHORD 1.2=12.2-3=152.3-4=0,4-5--11,4-6=-134 BOT CHORD 2-7-143,54=443 111.1$8S 3.5-205.3-7-4447 MOTES t'i) Rt This truss has betr1 10 a i0:0'psf bottom chol6fiv*Inad nor -concu."ent with env ethos livetoads yet 7.able No.. 16-8 UBC -97. , 21 A plate rating reduction of 20% ties been appliailfor the gr4an tufti94 'Milffiribem. 31 This Crus haA been designed with ANSI/TPI 1-1995 criteria. 4) block at brace LOAD CASSIS) Standard :1_ tttaty 31,20-02 VA'fZ1VA,' :'- Vrrif.v design pii,whercrsand RF -A'1) ff&T'S 0M THIS ANO XFVEIdS'F L1SS Design valid for use only with WIfek dannectors. This dot' gn -'s based'ony upon pantmereto shown, and'is for arrindivtdua} building:cempeeenttobe,lns�Jla4 and,loaded:vadkaaB,AppUcab&y of desion.paramalers and,proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral suppan of individual web members only. Additional iamporary Bracing to insure 613witi@Uni1b'da.>'f3:iu+aiil!i l5ihs'respmalbilify d : norsetel. � N. Atld;Oonal:p4!mAnenlb:ddno of the overall structure Is the responsibility of the building designer. For general guktance regarding fabrication, quality control, stotage, delivery, enaction, and bracing, donsull 097.58 fluailiy Standard. 1183- 69 Bracing SpbeiilCafiOti, and HIBT-RapdiiRg iba dlia+iB:j isAetr •tSatsn a:�sP.sblo!rom Truss, $tetarnglinn. ew n•n-_grd Or,••• u_�,__- WWII) ,., ,,a, - a..t. i, .t n.n, 1..1. \I.l..l, 1 11111K. I �. -1 -.0 .7.n.n 7 I .S: ' U GZ/U 'd-28E8'0N b�la[Ui�l It,81'v —VJifV . .............. zzo• ssnxz Haawall sso - szss vvz ass x+d vs:zT zoisziso 0, ::Yob TWs3 Truss T-vpe'91-1- .1 kjo 5S., 81239026i .M1237 ;GG ;R009TRUSS moss lumber, 40UING. 44-11 44-11 4-4-11Crale t:22.7 BLOCKING A. MACINIG 3Fo1tipFn AT St IPPORT 2.40 7-2- 2X4 II --------- ------- I 3x6 ........ ........ 3 - ------- 2x4 ::�r Z -z�, ------------- - ----- 2 . ......................... — .................... .. .... .... 3x8 10 3X4 3x8 --Tn Z44 11 . ... ....... 5445 j. ........ LOADING (Psf) SPACING 2-" in '(led, fideift -a ?CLL 25..0 plates Incream 1.15 TC 0.17 V n(LL) -0.03 9-10 >999 M1120 2201195 TCDL 70 Lumber increase 1.15 EIC 0.52 V:,,(TL) .0.05 9-10 '>999 BCLL G�a +10p, Slm3s -lr;;f NO WS 0.48 Harz(TIJ. 0.00 9 - ^/a SCOL 7:0 Code UBC97tANSi95 I 1st LC LL Min 1/dell = 360 Weight: 75 Ib LUMBER BRACING TOP CHORD 2x6DFNo.1&Btr-G TOP CROAD Sheathed or 8-0-0 cc puffins, except end v4tftiedit. .90TCHORE) 2-XS-DFNADJ&r-'tE-G- BOT CHORD Rjgjd ceiling directly applied or 10-0-0 cc braving. Except: WEBS 2 X 4 OF Stud/Std-G 6-0-0 cc bracing: 9-10.' REACTIONS ilb/sizel I =219/0.5-13.9=1441/0-5-13 FORCES Ilb) - First Load Case Only TOP CHORD i-2--652.2.3=-662,3.4-524,4-5=524,5-6--0,6-8-:388 WEBS 2-10-17,3-10=1085,3.9=-304.5-9--710.4-9=0 NOTES 141 1) This truss has been aesigne8 feta 1 -3,.0 -pst bottom diord fliveload r--rco�trrej* %vith any other live toads per Table W; 16-8 . UBC -97. 21 A plate rating reduction of 20% has been applied tor the grean'rurniber m6rnber-l. '4?. This trijss h --s. iaeen.dP-sl9nedw.jth. ANSIr.TPI, 1.-11995 criteria. 41 block at brace LOAD CASEIS) Standard 1) Regular: Lumber Increase =1.15, Plate increase Trapezoldzl.•Loada 1plf) Vert: 1 =-0.0-to-7='256.8 -WA R NINU -- Verify As ign -19treune!ers -0jul -R RAT) NOTES ON T'HIS A X.1) REVERSE SIDE n rF0R.1-'.' USE -ffesignvalld TI'llsdes0tatimed c0i upon pwar.-Vers ShOwni-wid Is tolambavI111001 t buZ'ing,comporenl to be Insisted and loaded vertically. Applicability of design parameters and braper Incorporation of component is responsitillity, o? building deallper - not 1juss designer. Bracing shown Is tot Lateral support ofil d,'4& dt Additional permanent bracing of the overall structure is the iesponsiblifty, of the building designer. For general Quittance regarding fabrication. quality Contfol. Storage. tfofivaiy, erection, and bracing. consult QGT-W Dag - iia "ndj!- .il=* z - alWft available tram Truss AA' �n C. Plate Inslituta. W ItYnneitrio Orl" OffAtenn YA 63719 1 1 n f) /I M , S -3, 1 &L 0 11 U N I u L ssfilu V It os9 M I - January 311,2002 99:ZT zo/sz/vo •,': :Jab Trues812390331. N11237 SA R00)' TRUSSS ' 2 ` 1 laptionaq ___ moss lumber. FiEDbfNG. to 98001 4:2�7� 9� i s oct 35 42�Oi Nil ek Pndustries,i'ne. v�iaD San �O t'e:oa:i i7u2' rage 1 .t,...__....__..__ .. 2-7-12 7 AA 1 47 - 2.7_12 2-7-12 -:w�an-rfssislX,u}: tt';ZS{11,28t-S1 _- "� -_---::....._- -'-�• --=_ -T r �L in (100 Wel" PLATES GRIP OEF i vaat�u F :r SPACING 3r0=C Gs TC 0.03 1 Vert(LL) -0.00 1-3 >999 I M0203201195 TCLL 25.0 TCDL 7.0 I Plates Increase1.15 Lumber Increase Y.YS � SC 0.04 "er,TU -0.00 t- 3899 KILL 0.0 i Reo Stress Incr YES WS .0-00 Harz(TL) -0.00 2 lila i IDA!> tsZ`LL'tldin itadfP = 3c0 •sir b 7.0 Code UBC97/ANS195 I (Matrix) + i - BRACING LUMBER UMBER TOPCHORD Sheathed or, 2-7-12 oc.purlins. Tdrl CHORD 2'ii'o'i?r'Nt1:1'?.Bit=si BOT CHORD Rigid ceiling mg directly applied or 10-oc bracing. BOT CHORD 2 X 4 DF N01&Str-G REESLTl4.NS?!L•lsiae) 1-m9110.3-8,.Zm751mgchanicai,3-16RAschaniCaI Max Grav 1-92(Ioad case 1), 2=750oad case 1), 3=40goad ease 2) i=OACES 6151 - hirsi'Load Ust CNN 7CrTLftiurn? i-2�1'€ BOT CHORD 1-3=0 NOTES (51. 1) This truss has been designed for a 10.0 psf bottom chord ifva'Wd nonconcurrent with 3ablo No. 1 USC -97. 2) A plate rating reduction of 20% has been applied for the green lumber members. 3) Refer to girder(s) for truss to truss CoftnociioiU. al.:fms. t! usa has been designed with ANSIITPI 1-1995 criteria. 5) block at brace LOAD CASES) Standard A Ir;-P.-ViNG-'Jrrify d-. i' rt',rrr;7ar+t'trtc?'s'rtrid i'EA'D NOThSd)N TJI1S.AN-1).R4EV.ERSE S/DF. BEFORE USE Design valid for use only with MITak oornectors. This deagn is baste efiiyrupcht parameters a`•own, anblsler en!nttiNdual. ). brrifdirryc=poncabto.t!e lz±leo,¢oddoeded vertically.. ApplieaNity of daelgn parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown Is tot 18ler21 support at Indivldual wet members only. Adoittional i empafary' bfatiing tors 'lniturt E:s�iiity ti;•ta!inp:.a tr: !sn is Ma _povsRA ty a1.1he eractor. —Mm a' AddieEars!yer.^a^.enkbc9sn9. n1..1he everali suueture is the reaponslbillly of the building designer. For general OWdaneo regarding fabrication, Cuallry control, storage, delivery, erection, and bracing, consult pST.6a Gus13:y 3.anda7d,'6S3- as Bracing specification, and iiiBi31'r?snanag irlsiaitationend Sr.._.r� Rx�!!"!^:-letitlrlavaitable.tramTruas f1ATnL InFraci 6c r e afyty;ln�ylirglo car+n,n—irto Own— w.dr.,... 1W 53719 .c.,i.r.n.nn.ur u7.L.i..IM IAI..J.1..7'.4 -3 Nil �yralal)v�vl r,��lt, trutQ•Q azo ssnus, x 9WI-1 SSOW, sass Viz o£S xva January 31;2902 n.n � - .i.r U e.r SS:ZT z0/5Z/£0 '1, I Truss —.. TQsy Wall :'Job - • 7-rus9 • mT'rvo �'" R12390341 ROOF TRUSS ' 1 Mt237 58 (optional) moss lumber, REODING. CA 96001 .....4•Z� i S vst'25 iG0? deo r �iaaii3teie3, i�la .�•'v'3 �'t 305: %� n'2'�''• .. - 5-3A 2 2 3.00 r M YPN�dd I �. .. T 30 -^ DEFL in Docs 1/dell I. PLATES RIP LOADING (5. Hilts Inc fl•if 3f ?Cly 25.0 Wates increaso 1.15 � TC 0.18 I Vert(LL) -0.03 1-3 >999 1 M1120 236/796 TCDL 7.0 Lumber increase t . i 5 SC 0.13' va?t(,L) .0.05 1.3 >999 BCIt G.n R=ass•esa.lrlcs YES we 0.00 �. Horz(TL) .0.00 2 n/a weI 19 1b 8C01_ 7.0 Code UBC97/ANSI95 (Matrix) 131 LC LL iN1n tris;(= WO (UMBER -- BRACING HORD 2 X 6 Di'tie.li;Bir-V TOP CHORD -` tllepLf!edol 5-3•.1.2 oc.pudins. TOP C ROT_ C ORD 2.X.4 OF No.t&Btr-G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACT' `y9 b,s•.;a) .+.�goam.?.A;..2 151:.1MaCdlaOit:al,3-35/Mechanical Max orae I - 190110110 case 11, 2= 10111oa0 case 1). 9�B9f1080 Case 2) FORCES (lb) - First Load Case 111y T OP'CHORD 1-2'=35 BOT CHORD 1-3=0 NOTES .(5) 1) This truss has been designed for a 10.0 psd bottom chard iive'l000-'nOnt�lffr�:frerlt-e -With- any' f"ar'l6ya'te=ss pas Tab!a No. 1 Yiiic�y7. 2) A plate rating reduction of 20% has been applied for the green lumber members. 3) Refer to girderlsl for truss to truss 4df1hBCV0n3. n) This.truss has been designed with ANS1/TP1 1-1995 criteria. 5) block at brace LOAD'CAS£IS), Sts-nda•d. 1, fi.n•- .7 - , .;,1.�y..r,r,;;.l;;;rr;.;,tt,r:,-,-.,,,3,r.REA0 NOTES UN THIS AND RLiVCLtSL? S'1L)E lLG(URE USI: Design valid for use arily aiih P9iTch Ob=a3clors. TMs-daaig*?le basad*^•ly. uxn paremele{s.chea`nd Is for an indMdust but?ding: cdllnpgngnt to be Installed and loaded vertically. Applicability of deslgn paramoters and proper Incorporation of component is nisponsibltily of building d091911e1 - not truss designer. Bracing shown Is for Werel support of Iffmldual wob members only. Addiflonai t0MP0ru1V,bra Sa0to.Inarr;:tability.&psg.cosattuction.isthe responsibility of the ofector. .Additinnal.permanent bracing of tho overall structure is the responsibility of the building designer. For general guidance •egarding labttcalion. quality control, storage, delivery, erection, and WaCing. consult 0,50 - mat'" 49 Bracing �r cdfieafi3n, end'Wa-9t Tar.�:!r:7!ralr!r=•!cn and amcing. R.ocommeMallon available from Trues Plate Institute. 583 D'0nofrlo Drive. Madison. WI 53710 ill IN& hirili:R'LPiA2. Imo• / 0 31 1 S7 G SHUT, I i��Ii'�i sWi'vv'v v Sz,z •a—asEa� SZO . ssnal sHawR 1 SSOW 6Z££ 66Z 0£S Ydd ,1.anuary 31..2002 Uel 99:ZT ZO/59/£O Job . EWusS' R1239035; ROOF TRUSS . 2 f M1237 ;SC 1 i (optional) ' rYi(1:ek industries, inc. a(led Jan 3a8 X8:20 [b02 Page 1 moss !umber, RCOOING. GA 9f3oa4 --- - 4.201 SRl s Oct 25 2001 _ _....---...._.. ... ..... .. .. ..... . - 7-11-12 t 2 3.00 t f•2 1 1 7-11-12 em...--- __-r : -.-- ---•-, -- --� - - ----- LOADING ipSFl r 9EFL in. OW - I/deft 1 ardC)Aid? 2<u^^-0 --- �- - - GRIP 2201195 PLATES M1120 TCLL 25.0 1 Plates Increase 1.15 TC 0.38 Vert(LU 0.16 1-3 �33d TCOL 7.0 Lumber increase T.TS II i3'`" r? -3e lira• 4lTLT x,28 3-3 I WB 0.00 I HorzlTL) 0.00 2 n10 BCLL p..0 Rep Stress Incr YES 1 8CDL 7.0 I Code U8C97/AN8195 (Matrix) t ist LC iL Min'tTdali = s30 v.slg 295 —--......_....:.. �..r-_-- LUMBER BRACING 70P Cii0fi0 2'X'6 Dr No' l det(r-Li top.CHORg Cheath sd 0(.7•.11-12 OC.Durlins. TOP OF 80T CHORD Rigid calling directly applied or 10-0-0 oc bracing. CHORD 2 X 4 No.tZiE04 BOTRcACMaws(!blaze) . =300/0.3-B,.2-246/Mechanical,3-54/Mechanical 1), 3- 131 (load case 2) Max Grav 1=300(Ioad case 11, 2 a 2461load case FORCES (lb) - First Load Case Only T OF CHORD i -Z-54 80T CHORO 1-3=0 NOTES t51. 1) This truss has been designed for a 10.0 psf bottom chord 11ya toad rtorlCOrizib'erT: °iii 'anY'., hci i va joads pa' Tob!g s o t R Q U9C� 7. 2) A plate rating reduction of 20% has been applied lot the green lumber marnhwa. 31 Refer to girders) for truss to truss connection$. a). Tbis truss. has. beerr.desioned with ANSI(TPI 1-1995 criteria. 51 block at brace LOAD CMSE(S) 'StaAd-ai"d NO. MA 19 I -L January 31,.2002 -:>1nT.°ii?(i•'t1i•i A113S Design valid fat use oniy with Ti" ossign i3 iia aniy:.cn ;a:erns!srs-six !: rvt415.IOS an,lttdlyldu8l, .pu11dL_eaompnnent.rn to installed and loaded vertically. Applicability ol design paramstsra and proper Ircorporetlon of component Is responsibility of building designer - not truss designer. erac!ng snown is for lateral support of indlVWAW web members oniy. Aiitiiripnai is=pd?8iq bt5tirty7 W 3ssuia a:s;,h1(T",e�'a,^c=rstfus.rc!s-2re:tvtrpgns�Ill�y o1 the erector. a Pdd`t!onal.patmanent braclnq of the overall structure is the responsibility of the building designer. For general guidance •egarding fabrication• quality control, storage, delivery, erection, and bracing, consult W40 Qua!Ity Sferd M DSD - Be Braddg specif tabor,„ acid iia -3? and-a•dS!rg n!'sd,.egegridatien. available from Truss MiTek `��e• }�. r ptele institute. SBa D'Onorrto pri.,e. Medteen. Wt 53719 A A A. ti. t. u -1 t..l.+u N.i.r 7 • .t s7 9 i1 % ' .�. ' e i —qZ/�Z 'd -Z8E8' oN Oil! S-MnIluii l n7if Pt"�— tuGu • u uvJv szo • ssnxi $21gwn1i ssow .. 69fe vvi oss YVd ss:zz zoiszno 1asO100h'VQ: klain Assessor Inquiry Mar 27, 2 03 01:54 pm Name PETERSON JANET K J A:mt # Fee # 040 020 1 57 000 -- _— -- Etatus ACTIVE Status Date Addrl 635 PASEO COMPANEROS ] 1 - - Tax 000 NORMAL OWNERSHIP ] TRA F062 -110j Addr2 I CHICO CA 95928.8304 -' Situs j Addr3 - 3ase Dt 07!30!2002 Addr4 Land 635,131 Timber Preserve -- Structure 0 tl:J7 AgPres Comments 4002015700 CONVERTED 09!08188 Fixtures 0, ] _ Etal Creating Doc# 198880394100 Date M Notes Growing 0, � Total L&I 635,131 Bonds — Current Doc# 200280038872 ]C Date 07!3012002 ----70 _ Multi Situs Fix. RF ,`j Killing Doc# ]l Date MH PP 0 Fla l _ Asmt Desc END OF ENTLER AVE ]� SuplCnt !— FIag2 PP 0 1 � 9 Zoning Ll 00 Dwell F-71 { 910 MH Exempt 777770 Acres/Sq Ft 208.37 NJC 040 Asmt PP Pen Net 635,1.311 l Tax PP Pen R!C# Appeal Pending T!R Dt —Split Pending RIC Stat PHY OWN EXP X TAX HON ATT°' " ''' 'S1T ' `` APR. — — ' Lrowing F. 6�-F AP" PFj /It Ut _ SpiteI? .1 Slbt< _ .3..., _. _ ._�:►' --r-__ _ '•sem-..-; `. _;:,�.:� • Dec 17 02 11:39a p.2 I 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 miAjaf labor and materials for construction of the proposed property im Weement : YES NO O 2. I HAVE ET HAVE NOT E3 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: 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 SIGNED: PROPEF SOCIAL DA' NUMBER: 1.. 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 Dec 17 02 11:37a 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 arc 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 ran confirm that you are aware of these matters. The building permit will not be issued until the verification is returned Sin`&rel Michadl C. Vieiia, C.B.O. Manager. Building Inspection' NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. OVER .1 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Non -Residential Buildings Energy Conservation Standards Statement of Intent for Non -Heated and/or Non -Air Conditioned Buildings Please print clear and legible! �} Owner's Name: �� �L6 ' I S Date: L�1 Assessor Parcel Number: 04Q -MQ -)S? Building Permit Number: Occupancy of Building: J I hereby certify that I do not intend to heat or cool this building in such a manner as to be subject to other than the mandatory sections of the State Energy Requirements. I understand that if I do heat or cool this building in the future, that I will be subject to the energy requirements in effect at that time. I understand that if I change the use or occupancy of this building in the future, that I will be subject to the energy requirements in effect at that time for that specific occupancy. I also understand that if I become subject to the energy requirements in the future, it may be necessary to redesign and/or alter any of the following: 1. The building envelope. 2. The insulation requirements of the heating, ventilation, and air conditioning systems. 3. The heating, ventilating, and air conditioning equipment. 4.. The water heating system. 5. The lighting of the building to comply with the regulations. I understand that any of the above changes will require me to obtain the necessary permits, inspections, and approvals from the Butte County Building Division. Signature of the Building Owner: Mailing Address: 1101 • ti � 6mf� Telephone Number: W ���� Dec 17 02 11:39a p.2 I OWNER -BUILDER VERIFICATION -I 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: YESX NO ❑ 2. HAVE ❑ 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. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER: SOCIAL SECJTr NUMBT:- DATE: NOTE: This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. T11is verification must be completed and returned to our office before we are permitted to issue the permit. OVER Dec 17 02 11:39a p.2 I 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 improvement: YES O NO 13 2. I HAVE 0 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: 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 SIGNED: PROPERTYOWNER: SOCIAL SECURITY NUMBER: 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