Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
042-120-053
042-120-053 3050 O WAYNE ' I I 3050 OAK WAY, CHICO CONT: N/A 042-120-055 S-� PERMITN9 1751 AG EXEMPT BUILDING ERICKSON, Wayne 3050 Oak Way, Chico (" New Single Family 04AGOI I BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO. Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. a't^ 2 - ( L - 05-25 ZONINGA. 10 OWNER PHONE NO. OWNER'S ADDRESS 30430 04&k/ \VA c Cc-) CI4L -q,5&j 7 LOCATION OF BUILDING 3050 ,s - C Arco c -9 517-3 USE OF BUILDING SIZE OF STRUCTURE �^ ?JAL X�' SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME � STEEL CONCRETE OTHER (Specify) TYPE OF SIDING ROOF COVERING FLOOR TYPE L /A . SID C to IF'l. p t= Co uc tZE-r r -S. ESTIVATED COST OF CONSTRUCTION $ ! O 000 AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: • - FRONT• �'f"w• SIDES 2b �" V• REAR �,• H Iy AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. declare under penalty of perjury that the building will be used as stated about, and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with quirements in effect at t e and before occupancy. Date ` —S-64 Signature of Owner Permit Fee - $60.00 �. 1511;1The above described AG Building is exempt from a building permit. J FL O PARCEL I P.D. I ROOFING ISSUE Receipt No. &---a— — +— Manager Building Division r By Date White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant RESIDENTIAL ;. /j 042-120-035 PERMIT#96-1751 ERICKSON, Wayne 3050 Oak Way, Chico ,. New Single Family v -z' 4"� e�Gv g- x -4 . i l i 3 j a OFFICE COPY Address GAS ^�, Meter By Dat ELECT MeterZ� __j ' 1 1 _ . JOB FINALED (Date) Signature , /1111 V = QK O=Not OK Not No`tReady - Mo 4 '' MISCELLANEOUS Date•., MOBILE HOME UTILITIES (Plans) OK except #'s Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements - Setbacks - Easements 1. Zoning Requirements -Setbacks -Easements - 2.- Soils; Special MH Support Sketch 2. Footings; Soils-Size-DepthSpacing-Connectors-Steel 3. Sewer; Location -Test -Fall -C/O -Concrete 3. Decks; Girders and/or Joists-Decking-BracingStairs-Rails 4. Water; Location -Test -Easement Needed (Sketch) r 4. Wood Awn.; Posts-Beams-R(Vs.-Connectors 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete Shthg.-Rfg: Bracing 6. Gas; Location -Test- Wrap; / i'L'ft. _ 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures / /Nat. or/ /'L"ft./ /LPG ._ 6. Carports; Windows -Doors 7. Well Clearance & Disconnect r+. 7. Electric 8. Utility Clearance ' `�. 8. Frmg.; Sils-Anchors-Studs-Rftrs-Trusses f 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing _ Date Card B-1 Date -Card B-1 11. Ext.; Steps -Doors -Landings Date Card B-1 Date -Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except#'s 1. Zoning Requirements- Setbacks Easements I Date Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line Date Card B-1 Date Card B-1 3. Gas; MH Test -Demand Valve -Connector Date POOLS (Plans) OK except #'s 4. Electricity; MH Test -Crossovers -Breakers -Clearances 4 1. Setbacks -Easements 5. Drain; MH Test -Fall -Flex Connector 2. Soils; Compaction -Structure Stability 6. Water; MH Test -Regulator -Connector 3. Pool Structure; Steel -Connections -Thickness 7. Water and Sewer Connected -C/O to Grade -HD Approval Dead Men -Lining 8. Gas and Electricity Tagged 4. Elec.; Receptacles and Lighting, Distance-GFI 9. Tie Downs -Type -Installation Cert. 5. Elec.; Pool Lighting; 15 Volts-GFI 10. Exits; Insp.-Sketch 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 11. Cert of Occupancy 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit Date Card B-1 Date _ Card B-1 9. Health Department Approval Date Card B-1 Date Card B-1 10. Plumb.; Cir. Test -Vater Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ,I e- r t r t V OK O = Ncj OK =No`Readyable RESIDENTIAL (; Date UNIKRFLOORgPlans) OK except a's n ning-Setb cks-Easements-Flood-Slope Dy -Main; Soils-Elec. Grn .-//t/" Ftg. Depth Ftg_ Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4.Ftg,., Porches & Decks; Soils -Steel-/ /Ftg. Depth temwalls, Main; Steel-Blockouts-Wrapped 64walls, Garage; Steel-Blockouts-Wrapped Hold Downs and Special Anchors 7. Slab eel-Wrappe d.-Firep tg.-Steel .V.; Fall -Fitting -Test -2 Way C/O -Sewer Test A i 10. UF. Pipe; Size -Anchors - yard gas piping: size -test 17, 1 ater Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pie ms & Ducts; Clearance -Material -Support -Ins. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date 7 Lard B-1 2f:$ Date Card B-1 Date Card B-1 Date Card B-1 Date PLUM (Permit) OK except a's 1 Wate r.: Vent -Access -Combustion Air -Baffle 1 ater P' Test & Anchor -Nail Protection ----------- -------------------------------------------------- V_Test-Fittings & Anchor -Nail Protection ------ - Shower Pan; Test. First Floor -Tub - Access ------------- -------- -- - - - - - --- -- - - --- est -Tub & Shower. Second Floor -Tub Access ------------ ----------------------------------- -----------r6eSPipe_Size - - 8 Anchors -�]-------------------- -- - --- --- - - --- - ------ ---- - - -- ---- ----- - -- --------- ----------- Date - - --- - --- ------ - Date ll Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except a's Pixture & Transformer Clearance -Ins. Protection -------------.-�---�---- -------------------------------------------------------- _ eb�Elec. Receptacles Spacing -Lights & Switches at Doors 2. ize Boxes & No. of Conductors -Stapled - - ----------------------------------------- - - - ome Installed Close to Edge of Studs & C.J. -- - .-------------- ------------------------------ round ------ --------- ---- --- - - - - - quip. round made up w/Mech. Fasiners-Bond Gas & Water ---` tel'-------------------- - - _ .. _._..... ........- C 2 Ap liance Circuts in Kitchen & Conductor SizerGFI ---- ---- - --- --- - --------........... - - --- ubfeed Wire Size %�a Cu or A.C. Wire Sze ga. Cu or At --------- 9 - - -- - - - - -- -- -- - --00i.9 n e Circ a. Ct or I- Circ. a. Cu or Insulated Neutral Yes 0 No - -- --- :5iZ"^ervice_Riser Conductors-& Ground_Main Disconnect -------------1-44--Eq Clearances Panels Motors-Mech. Equip. Cldt Closet Lig 1 -Shower Light -Spa Light --- ---------- ---- ----- m : Detector DatCard B_'1 Date Card B-1 - --- M - ....... - - ......-- ... ....... ... ... . Date \ Card B-1 Date Card B-1 Date MEC NICAL (Permit) OK except a's A.C. Ducts Insulation & Support ----------- --.................................... 35 V 1 Fan: Exhaust above insulation . Cond nsate Drain & Overflow: Size & Grade ............... .--------- .. ... .......... ....................... ....... .. . urnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet - - 38 Attic Access & Platform if Furnance in Attic DateAl Card B-1 Date Card "B- .... - - - -- ....... ... .. .... . Date Card B-1 Date Card B - t Date FRAMIN Plans) OK except ft's it o r Material & Anchors Studs -Nailing. Spacing & Bracing -Plates -Sound eeA.Y ar ng Waus over Girders & Floor Nailing Drait Stop in Walls (rat proof) 4 Fir ops: Furred Ceil ngs Stags -Chases -Tub Headers & Beam -Size & Bearing 'Ingle & Duplex. r Date F MING (Continued) ,. angers -Post Caps -Anchors -Connectors 6. Ing. Joist-Rftr. ties-Purlin-roof Bra -Truss- hthng.-Ring. 47. Fireplace Ties or Type AFlue-Fireplace hroat clearance ------------------ --- -- -- 4i3: Attic ccess; Size & Romex Protection -Draft Stop -Ins. Baffles drm. Windows or Exiting Doors -Sill Hgt. & Dimensions ---- 50'. Garage Fire Protection Framing --IC'S17,Pro ty Line Firewall & Openings ---. Ext. D_ s -One 3' -Check Garage -3rd Story, 2 Exits - -- - - _ lair idth-Headroom-Rise-Run-Landing-Fire Protection yw Roof Overhang -Attic Vents -Rafter Outriggers -- ---------- ------------------- ----------- Siding-Nailing Veneer ----------------- 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access -----------lazin ea -Glass Protection=Skylights-Plastic e alts: Nailing -Bolts 01� 5 Sulat Walls-Ceilings_------iitration-Walls_Windows - -- - Date �G`�/ Card B -t Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except a's 61. Ext_ Steps -Door & Sidelight Protection -Landings ----------------- 62. Smoke Detector 63. Furnace Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor -Ducts -Meth. Protection ------------------------------------ 54. Bedroom Exiting---------------------------------- __ 65. G.F.I & Bath Fixtures & Tub Access -Spa 66. Elec_ - Trim& Subpanel Breaker Sizes & Labels 67. Stags & Rails ..--- -- ----------------------- 6a. Fireplace or Stove: Clearances -Hearth ...... ----------------------- Elec. Outlets at Wood Panel: Int. & Ext. 70. Kit.Fixt & Appliance Grnd.-Air Gap -Cooking Clearance ....------------------------------- - 71. Elec. Outlets & Receptacles at Kit. Counter _ _ 72. Garage Fire Door Swing -Landing -Closer --=- 73. A.C. Duct in Garage -Damper 74. Wtr. Htr.. Vents -Clearance -Comb Air-Connector-P.R.V. In Garage: Above Floor -Meth. Protection 75. Plb. Elec. & Mech. Equip. Listed for Location -------------------------------- 76. Elec. Receptacles in Garage: (G.F.I.)-Romex Protection 7-,. Insulation -Foam -Looked in Attic 0 Yes- ------- 7d. Guard Rails & Deck Construction -Post Caps . .-- - -------------------------------------- 79. - ------__------------------------79. Fdn Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes - --------------- 80. Following Inst cl Drive 0 Yes 0 No: Walks 0 Yes 0 No: Planters 0 Yes 0 No . . ................ ___ ---------------------- -------------------- d1. Stucco: Brown -Finish .. ... . .... -- - - - - - - - _- - _ ...------------------------------------ 82. A C. Unit: Disconnect. Electrical. Plumbing _.-------------------------------- --------�\ 83. Vents Above Roof: Plbg.-Appliance-Fireplace. -CI earance to rOpenings . . . ..... ............ .............. I Water Well: Disconnect. Electrical. Plumbing --------------------- -- ------- --- - 85 Exterior Elec. Trim: G.F.I. Receptacle -Underground 66 Ventilation Throughout House --- - -------- ---- -------------------------------- 87 Glass Protection -- - ---------------------- 88. Corrections from Previous Inspections - -- - ---------------- 89 Gas Test -Meters Tagged: Gas -Electric . . - - - - ------------------------------------------ 90. W. Sewer Connected -C/O to Grade -HD Approval ---.._.._._..------------------------------ nergy Co prance Certificate -Other Certificates 6 Date A ��-�BCard B-1 ' Date Card B-.1 Date Card B-1 Date Card B-1 Date Card B -t Date Card B-1 Comments. at Final:--- ---l/' ----- ..... ....... ...... ----------- .._.-------------------------_-- --- COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 CORRECTION NOTICE -17S i OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date Inspector REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 CORRECTION NOTICE PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date Inspector REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. 129- 0 0 itzM 47- 77-6 7lZvs s 1;r !;�7-aet 1I t,4- -*/3 i Ru rP0 4 &" L /' - . - / , ' (AJc L 1Y6'ihQ�SJ - v C�'I z� L ,(f'" our oa Lv�t! (�r27%car o W4 Date e —//-C? Inspector REV 1 Q/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. A Date Inspector REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE j�74216l -So �-,r (�6 - /1/6-/ — OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte'County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or e'd additional explanation, please contact this office immediately. CUtzre 24 oviZcv wkellc ; f$ 4 Y ` t L' INSULATION CO., INC. INSULATION CERTIFICATE 3050 Oak Way Chico Number and Streetqty ounty Subdivision Lot Number DESCRIPTION OF INSTALLATION 1; ROOF Material Thickness (inches) 2. CEILING Batt or Blanket Type Fiberglass Batts . Thickness (inches) 13" Brand Name Thermal Resistance (R -Valu Brand Name Schuller Int. Thermal Resistance (R -Value) R38 Loose Fill Type Fiberglass Brand Name Schuller Int. Contractor/s min. installed weight/ft sq. fib. Minimum Thickness inches. Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) 3. EXTERIOR WALL Material Fiberglass Batts Thickness. (inches) 5.5" 4. RAISED FLOOR Material Fiberalass Batts Thickness (inches) 6.75" 5. SLAB FLOOR / PERIMETER Material Thickness Perimeter Insulation Depth (inches, 6. FOUNDATION WALL Material Thickness (inches) DECLARATION Brand Name Schuller Int. Thermal Resistance (R -Value) R21 Brand Name Schuller Int. Thermal Resistance (R -Value) R19 Brand Name Thermal Resistance (R -Value Brand Name Thermal Resistance (R -Value) I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficiency Standards for residential buildings (Title e4,Part 6, California Code of Regulations) as indicated on the Certificate of compliance, where C.L.#499150 Item #s— SignatUre, Date Item #s 9ijhature, Date Item #s Signature, Date LOERKE INSULATION CO., INC. Installing Su contrac or o. Name)r General Contractor (Co. Name) Or Owner Installing Subcontractor(Co. ame r General Contractor (Co.Name) Or Owner 'Installing Subcontractor Co. Name r General Contractor (Co.Name) Or Owner --q ( y IMAM% PAAWVWqJ Certificate of Conformance- Certificate 050914 THE UNDERSIGNED MANUFACTURER HEREBY CERTIFIES that the structural wood products Identified below end marked with a colleclive mark of Engineered Wood Systems (EWS) were man- ufactured In accordance with the specifications Indicated below. Kit ANSI Standard A 190.1-1992, for, Structural Glued Laminated Tlmb TeC�XT/f f 7-/,4 �T rIf� 3XX 13%r I I i ,7 '30��p O� K lc�4v.Q� �1�,�Ks o�►J J'7 %7 f�iP %LL �� 1/�. Job Name Job Location Cuslorner's Order No. WR` 23591 Date 1/30/96 Mlgr's Order No. 09-04469 DOUGLAS FIR/LARCII, EXTERIOR GLUE, 240OF-V4, ARCIIITECTURAL APPEARANCE, INDIVIDUAL WRAP, ENDS & SIDES SEALED, 2000' RADIUS CAMBER. Signature Z� Cd,'vt-_�P Title QUALITY CONTROL SUPERVISOR Company BOISE CASCADE CORP- Address P • 0. BOX 50 Dale z1f BOISE, IDAI10 83128 IT IS HEREBY CERTIFIED that Ilia structural glued laminated limber production of the above-named manufacturer which carries a collective mark of Engineered Wood Systems (EWS) Is subject to regular audit by Engineered Wood Systems, such audit consisting of the Inspection with reasonable frequency of the manufacturing process, with adequate sampling to verlfy the quallty of glulam construcilon and the adequacy of glue bond. r, y Thomas G. Williamson Execulive Vice President A ENOINEEnEU w000 SYSTEMS - A RELATED conPORATION OF APA EEMAYAN 1100 E. 20th Street • P.O. Box 689, 95927 Chico, CA 95928 Art Lane Phone 916/342-6335 Fax'916/343-1158 't Contractor Sales I ,COUNTY OF BUTTE BUILDING DIVISION,,, DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Or6ille, CA • (530)'538-7541 CORRECTION NOTICE 1-7 OWNER PERMIT NO. A routine ins ection in ' ates that the following violations of butte county Ordinances exist at the c above add ss and ould be corrected. Please notice this office when correction of work is complete . If yo ave any questions pertaining to this matter, or need additional explanation, please ontac is office immediately. 7 - d RM J -tom L L c -t �-` I a0 v/ D F Ll it -'z- T TO n Z Date - ! Inspector 1 REV 10/92 5 t. COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 .County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 _ ` PERMIT O. APPLICATION AND PERMIT �i 7� ASSESSOR PARCEL NUMBER 042-120-035 ZONING BUILDING PERMIT OWNER WAYNE ERICKSON345-4222- TELEPHONE SO. FT. OCC. BUILDING VALUATION 4014 R 216 756 OWNERS MA1717 �IUNN7G� ADDRESS R AV p 1050 U 18 900 CONTRACTOR1-SUVA UNKNOWN TELEPHONE 834 C 10,842 462 UNE. 15,708 CONTRACTORS MAILING ADDRESS Fireplace 0 3,500 CONSTRUCTION LENDER UNKNOWN Total Valuation $ 266.706 Fling Fee $ 20.00 LENDER'S MAIUNG ADDRESS Permit Fee $ 1,224.0 ARCHITECT OR ENGINEER JOE ACQUISTAPACE LICENSE NO. C016688 Plan Checking Fee $ 795.6( Energy Plan Checking Fee $ 23.0( ARCHITECT OR ENGINEERS MAILING ADDRESS 32 QUISTA DR, CHICO 95926 Penalty $ BUILDINGADDRESS 3050 OAK WAY CHICO PERMITFEE $ 2.062.6 PLUMBINGPERMIT Filing Fee 20.00 Each Trap 7.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP Solar Or heat pump water heater 23.00 Water piping 15.00 15-0 USEOFSTRUCTURE SF 11 Duplex ❑ Mobilehome ❑ Other SPECIFY Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New & Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 3 BDRM Mobile Home ISI GI W1 920.00 PERMITFEE $ 164.00 Contractor ELECTRICAL PERMIT Filina Fee 20:00 Main Service ( eDOVORLESS 200A OR LESS ) 23.00 23.00 Main Service ( 200A TO 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Busine6s 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, ,W411do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors construct the project. m exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUR sD. 177.80 OR ADDNS. ( & ACC. BLDS. ) 3.50 FT. NEW CONST. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS ) 97.50 ( POWER APPARATOUTLETUS ) 8 SINGLE CIR. Ex. Occup. ( OUTLET OR FIXTURES ) 20 Q 1.00 BAL 0 .50 Ex. Occup. FIXED OUTLETS . OR ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ 220.80 Contractor WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 9 Heating 2115 30.00 Cooling 2 2/3 40.00 Hood 6.50 6.50 Ventilation 9.00 PERMITFEE $ 105.50 Contractor Policy Number (Th ove sections need not be completed if the permit is for work of a valuation one hundred dollars ($100) or less.) e p rm ce of the work for which this permit is issued, I shall see rson in a manner so as to become subject to workers' ows of Calif ie, nd agree that if I should become subject to the wonsation ovis' ns of section 3700 of the Labor Code, I shall I ce19, fortwith t o e p visions. G� Xate l'��� [. Sign at Owner Contractor ❑Agent An OSHA permit is required for excavations over 5'0" deep and demolition or cons uction1 of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 cc 3 coNsr. n E v� TOTAL FEE $ 2.598.90 HAZ. --- D. f IMP FLOOD ,,�� CDF PARCEL Po H ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. BYDate -j✓ 44�jtij�b PER ITEXPIRESON 6 (Date) Receipt No.202260-866.75/ / V0r 0(0ib WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 614 7 BUTTS COUNTY PARRS DEVEWPNEW FEE CERTIFICATION FORM CHICO AREA RECRE�A%TION AND PARR DISTRICT Assessor - Parcel Number (s) Property Owner 44, / Ff S Q" j Project Location/Address AIL), A Siibdivision Lot Number(s) Residential Development: (check one) _VNew Development _Alteration/Addition _Mobilehome(s) _Non -Residential to Residential Total Number of Dwelling Units oejc, Comment: Bus.Uing Department Representative D to Chico Area Recreation and Park District(CARD) certifies that V 74 (Applicant Name) (Phone Number) 17 -7 Oul V_ uG (Street Address) ti (City) (State) (Zip Code) has complied with the requirements of Butte Co. Resolution No. 2P-140 by 1 �Z" a/ O� payment for dwelling units @ $1.189 for total payment of $ CARDep esent�a`f e t PAID BY CHECK NO. REMARKS: BANK NO. G1() —.9 O'q (0 — 19 11 PAID BY CASH RECEIPT NO. Distribution: White --Applicant Pink --CARD park.fee (form revised 11/90) --//- .5 _/� Date Yellow --Butte Co. Building Dept. Goldenrod --City of Chico Building Dept. ,1 2:3`.PhC i4@,.t- : . {.tiR' .{rd7a+'^'..`'-r:: ,*�•-.1,r+v.ir ti K i rR�....�ywa..r�v _.-..rr.'�.r,,,r»*�. '^Fw�,r.� .�+w.•r-�.�'ti✓^� .. - f � ../ /� .. �'r'r1''`.r1.l�+I..^r.CNv'�.+�s'1::J►"1+"���yV'i�.,1�y` � �..+e^�.,y� .n i • V 10, w yA ...,...5.,.,Q• BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Form Per Building) School District eA//L Building Department No. A.P. Number !�! /1-35 Jurisdiction: City County Property Owner �'�/J ICA t C s� Property Location/Address r 1 %J e coo 4, Subdivison Lot No. Residential Development 0 .® �/ u Sq. Footage 7 < No. of Living MHI Addition (Group R) Units Commercial/Industrial Sq. Footage New' Addition (Including Exterior Roofed Areas) Bui g apartment Representative Date (Floor Plans reviewed by School District Personnel) District Identification No. School District certifies that (Applicant) 63 y (Street Address) (Phone Number) QL (City) (State) (Zip Code) has complied with the requirements of Resolution No. ��5 — by payment of $ �f d representing �lO square feet. ns 2926 r` $ FULL MITIGATION $ School Di rict Representative Date Paid by Check # - Bank Number,, Paid by Cash Remarks: At) n —M 17-20 / ;k ;�, If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA),.this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district)' feeformmk, (11/94)dmm A Identification No. I Address) School District certifies that L/n t (F ( " c (Applicant) A7 -if JPhone Number) PVT1 f _ 1. 0 1 '(Statei, (Zi' Code) p has'complied with the requirements of Resolution No. by payment of $ representing square eta AB 2926 $ S. FULL MITIGATION ,$ _11co Sbho61 D'istricMepregefifta5ve Date Paid by Chec\k # Remarks: Bank Nymberq-3 M — l� ,.,Paid by Cash r- 11, QUaJ;z0=4UU1 IL LU Ll M %J%.l 1UU1 UIDLI MA F1VF1 ' C"WIRCILIVU WW11111$1 U110 DULM %JUUIILY OLMUUM 1111Pc1%;L rtm Certification Form, the School District is notified -by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its imbact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.wkl (1 1/94)dmm ILO 4 a.So 184 741S .. '3Tlusad at;l 3o aouEttsst of loud ptEd aq of paitnbal a.m saa3 ano E Q a Ijl pasinpE ssm j `uo, tdd1i�ad 3o amp ld MMO '6 y ' e (Uotswa sutp�Ina 3E pzred) 00 oom X33 01MVILL L8 VSD '8 (uoistAIa Sutplt 3E PtEd) 00'00Z$ # NOITVIL.LV� S'�33 . , .. 2T3QN3.L ?I3.L�'Ai 77, Ia QIT (uots'AIa MPH% 3E PIES .00'68$ g�3 XT NOI.LO3dSNI 3m3 VHS `9 ; ^ (uOtswa sm.piT 3E PtEd) 00-00ts Sam iarxLSIa a!)vNa ua OS.I'IVNi2I3H.L .S. . (aDUJp 3ou3stQ 3E ptEd) s333 S.OI2%LSIQ NOLLV32I,3.0 `v 'luz,e '4-bs, $_ x • -(•4•bs) Tmatatuutoo .2= suun# $ _ • (hg un lad) jrpuapjsa c (uotsu (I Sm na 3E ptEd) � lel♦ y 7 11r'i �Q�. $ osatutuoo . imnx'z -{0� $._ ; e°�`• ,.:•IEpuapisag , . µY ' ; '. (noes la su ina 3E ptEd)� S333 t (aoWo lopsia 3E ptEd) x ZEE 31 qs v' oda r�A1 asci oximma aasoaoxa i Ib # 'a'd ro eg o IKL-8£S (9T6) 3NOHa3'I31 ;96;6V:) 37MOU0 `3ARia ua.LNaD A.LNnoD L NOISIAI(JNIQ' a*7 sa:)iAuas .LAama0'I3A3a 3Q jtATm uuvj Q 3: -ma 30 AIMOD 11, COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION •_ .7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PERMIT 19,60 -/%5 ASSESSOR PARCEL NUMBER V2-- /2-35— ZONING BUILDING PERMIT . OWNER /y ��� k 5.d TELEPHONE �� 1/z SO. FT. OCC. BUI NG LUATION OWNERS MAILING ADDRESSMo Mo ,je- cit1 `c. ^ Q C f-173- . (� % stllu - Mcfce ' �' CONTRACTOR'S NAME 9),J1 U.J TELEPHONE � -- CONTRACTORS MWUNG ADDRESS FireplaceQj ©C> rOp CONSTRUCTION LENDER UNKNOWN Total Valuation $ 3 LENDER'S MAILING ADDRESS Fling Fee ';�- - p $ 20.00 Permit Fee $ 2 ARCHITECT OR ENGINEER Joe y L) I S2 462 LICENSE NO. C o 1669Q, Plan Checking Fee 1 ' Energy Plan Checking Fee $ •Z 3 ARCHITECT OR M%nINEERS MAILING ADDRESS V STe QA_ C ia4� c4 %6-� 2 (-, Penalty 2vGt, $ BUILDING ADDwi;S 3 060 7 FEPERMITE - 1 vl Ir' O4 f� F ' �� jCo PLUMBING PERMIT Filing Fee 20.00 Each Trap 't 7.00 LOT NO. j✓ SUBDIVISIONS NAME PARCEL MAP / Solar or heat pump water heater 23.00 %� USEOFSTRUCTURE SE / Duplex ❑ Mobilehome ❑ Other 1 SPECIFY Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 f Building sewer 15.00 S TYPE OF WORK' New /Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: �2 . Mobile Home S G W 920.00 PERMITFEE $ 16 qContractor ELECTRICAL PERMIT M lina Fee 20.00 - Main Service ( e00v OR LESS ) 200A OR LESS 23.00 Z 3 - Main Service ( 200A TO 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty' of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason 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 NEW CONST DWELLING OCCUR oR AooNs. s ACC. eLos. ) SD. 3.5C Fr. NEW CONST. MULTI.OUTLET NON-RESIO. ( BRANCH CIRCUITS ) @7.50 ( 8 POWER APPARATUS ) 50VGlE OUTLET CIR. Ex. Occup. ( OUTLET OR FOrTURES ) 20 Q° 100 BAL Q 50 Ex. Occup. DunEEDTs IRE o.°EA ( ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE t. Contractor MECHANICAL PERMIT Fling Fee 20.00 Heating S' Cooling Z >7 Hood 6.50 Ventilation Z , p PERMITFEE $ i Contractor 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 comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 50" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee' $ 'L, - .. Energy Inspection Fee yam` occ CONST. TYPE TOTAL FEE $ HAZ. D. FEES IMP FLOOD COF C` PD Hrj� ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMITEXPIRESON me applicable provisions Resolutions to do work been paid. Date Receipt No. WHITE-D.O.S •B.D CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Oec-04--96 11:'21A C/kFUD �j rl . 9'16-89L-_)-4721 RLPM COMM PAM DKVKWPKM" M8 CFJ(T'rF'-i CATTOW MRN CHICO ARKA RECREATLON A$D PARK DISMICT Assessor. Parcel. Number(s) Property Owner Project- Location/Address SlIbdivision Lot P.02 Residenti4l Developfnenr_t (cbtck one) �ew Development Alteration/Addition Mobilehome(s) Non -Residential to ptsidential. Total Number of Dwelling Unitsb! — Comment: 2- B%reV-ing Dtpartipent RepresenLatl,ve 1Date *,or *`x Chico Area Recreation and Park District(CARD) crrti4fiees that A c� (Appiicant Name) (Phont 1-7 1-7 1--lUf V_ (Street Address) �- (State) (Zip Code) has complied with the requirements of 8utte Co. Resolution No. #90-140 by payment for—/— dwelling units @ $1.189 for' total payment of CARD Represent 5�'e PAID 13Y CNECK NO._ REMARKS: BANK NO. I PAID BY CASH RECEIPT NO. Distribution: White --Applicant, Pink --CARD Park:iec (form revised 11/90) Date YL -110W Butte Co. Building Dept. Goldenrod --City of Chico Building Dept. k r TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY Plot PI•a Aurchad /�'O Ploor PI. Attached /lilt Seat to B.D. 4 /2- 3S caner Locatin AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for, bedroom mobile home. Other Hold final for: F iW clearance O.K. for: 5�� NOTE: � 0AN AP z 2-246 Environme Health S 'st Date s• r a TO: FROM: SUBJECT: r, Building Department Environmental Health Sanitation Clearance Ej,t USE ONLY plotplan lLcLed �lS Floor Plan Aftched Seat to B.D. G WZ ru jF;/ Qt;e, 7 TOwner Loca 'on AP/# Plan A for: Sewage Disposal Water Supply: Public Private Well ce for bedroom mobile home. Other Z re e h Goi eD.,n Hold final for: Sv is y inn !/a4 a ,- L 5Gi67�;; Final clearance O.K. for: NOTE: 8/92 lD—/tel, — y Date J. men -A 1k lr{���;rsYr�c.r «,..-,��..pr�j.-...-+I.iStARla..r:i.`�R.wili.�•'V,...✓<Ilv�•...�,7"4tr,1i4^7�•�eT',ti^"v�ird"qr.�ws'FVM^'f4K*T�•c+�'t►�nr"yFyrr`:T.vrr`M,r`�•. UNT.YOF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA95965 -TELEPHONE (916) 538-7541 e PERMIT APPLICATION DATA SHEET OWNER \ ✓�� y/t g- . ff R 1 ck.SonJ Proposed Building Use Pit - Building Inspector A. P No. 1/1 — /Z -3s— C- Date Z13 / 7/ At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1, All items have been submitted. ..................................... . 2. Plot plans, 3/4 sets, signed by preparer of plans. 3. Com let- lans, 3/4 sets, signed by preparer of plans . ..................... n ineered laps and calcs, 3/4 sets, with wet signature on plans. . �ffll Hazardous Material Form . ............................................. Energy Design Compliance and supporting documentation . .................. r 7 Statement of Intent for Non -Heated and A/C Buildings . ...................... Engineered truss details and layout in duplicate (required prior to plan check). ....1�!/ d r Mobilehomeataqand mafacture ' i s instructions, 2 sets . ........... . Fees of $ ........................... Z Impact fees as shown on attached schedule . .............................. �-- California Department of Forestry plan approval/fees. ....................... . 13 Flood elevation letter (100 year flood) by California Engineer . ................. . �6 ® Sanitation and plot plan approval r-1440 Health Department. 15. City of Chico plumbing permit . ......................................... 16. Plot plan and business license, approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: ' (B) Parking: . ........ Al 18. Contact Land Development about (A) Improvements (B) Drainage. . (49 Driveway permit (construction approval required prior to occupancy). . 20. Pre -inspection for Prean ection que required. . . to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... Owner -Builder Verification (Given to owner Mail to owner_)..........:: 4. Recorded copy of Agricultural Acknowledgement Statement . ................... . Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. ..... 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . ......................................... 29. Documentation of legal access . .................'.....:................. . 30. Documentation of 50% subdivision developed,or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan check list . .............................. 33. 34. When du issue the 1/! Telephone _ Other Parcel Creation Acreage s as follows: Mail to and hold for pickup at Applicant Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Poll Copy of plans sent Health Dept.Fire Dept. Other The following data must be submitter o ermit issuance: (Circle new item 1. Index permit for above items No. 2.Aoditional items required: ChQ0j am Y #53il I to contractor. -ice) Deliver with inspector. checked above). J Date -7 'Jt 7/16 ,s b� .By---.,. . i Contractor, desigrie , owner' was advised of above required dzata by 1� phone _ mail.,411ftgunter by -a Date9,23-C] Contractor, designer, owner, was advised of above required data by 4 phone _ m t er _ Date ',Plans checked by Date Plans approved by Date 11 -1,27- s 1 -/,27- Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works LAND DEVELOPMENT BUILDING /ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Building Permit No. NAMERS L� Oh NUMBER: n PRINT LAST NAME FIRST COUNTY ZONING nn It DESIGNATION: D FLOOD ZONE: X a FLOOD MAP: Zoo APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: DEED INFORMATION: DATE OF CREATION: LEGAL ACCESS PROVIDED: PARCEL CREATION BY DEEDS YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: COMMENTS/CONDITIONS: MAP INFORMATION: OR MAP DEED REFERENCE: LEGAL ACCESS REQUIRED YES NO 1_17Ac 31»w Gu 7't LuT 18 k pTN LOT 19 S9 PAI 5:R YES NO DATE OF RECORDING LOT I BOOK S9 PAGE�r'3 COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES _� NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BEPA/D TO THEBU/LD/NG DIVISION UNLESS OTHERW/SENOTED. X1. Maintain a 50 ft. building setback from centerline of road. Pv' V I YL AIJ L57 4 OA.{_ A-vZ- 2. Maintain a ft.building setback from right-of-way/centerline of _ 3. Comply with Zoning code for building setback from road. 4. Maintain a 100 ft. leachfield setback from all existing wells. 5. Maintain a ft. leachfield setback from _ 6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. _ 7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. 8. Connect to a public water supply. 9. Connect to a public sewer system. _ 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) 13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. 14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning Division. _ 15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. _ 16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. _ 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. _ 20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 21. 22 23 24 25 26 LD 7/96 CAWP51 TORMS.K\BLDGPERM.CLR JOSEPH .,A- ACQUI STAPACE ARCHITECT -32 Quis to Drive Chico, CA 95926 * (916) 891-0916 October 1, 1996 County of Butte DEPT. OF DEVELOPMENT SERVICES Building Divisions 7 County Center Drive Oroville, CA 95955 Attn: Mr. Glenn Gibbons SUBJECT: TRUSS DESIGN FOR ERICKSON RESIDENCE, OAK WAY, CHICO, CA (AP# 42-12) I, JOE ACQUISTAPACE, (ARCHITECT FOR THE SUBJECT PROJECT) HAVE REVIEWED THE TRUSS SUBMITTAL BY TRUSS AND JOIST MacMILLAN AND ALL LOADING DESIGN CRITERIA HAVE BEEN MET. JOE ACOUISTAP HITECT, C-16688 -E 00(jmTV a$ Cp If utte Count L MIN D C' = N A T IJ 'R ' � _ Wayne Erickson `LS BUILDING DIVISION 1717 Muir Avenue DEPARTMENT OF DEVELOPMENT SERVICES Chico, CA 95973 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 Re: Single Family Residence FAX: (9L6ate II -f 04/96 A.P. No. 042-120-035 Permit #96-1751 With reference to the above subject, attached is: [x] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans [ ] Other: Action Required: [x] Comply with plan check list [x] Resubmit Plans with revisions as requested [x] Resubmit calculations with revisions as requested [x] Return originally submitted material Should you have any questions, don't hesitate to contact me at (916) 538-7541 Monday through Thursday between 1:00 PM and 4:00 PM. Sincerely ✓George R. Kellogg Plan Check Engineer cc: Joe Acquistapace, Architect 32 Quista Drive Chico, CA 95926 Carl Anderson Anderson Engineering Consultants 57 Plum Ct. Chico, CA 95928 PLAN CHECK LIST Permit Applicant: Wayne Erickson Permit #96-1751 Date: 11/4/96 Plans for the above referenced project were reviewed by this office. Please provide additional information and/or make revisions to plans, specifications, or calculations as follows: The grade of the garage header is indicated as being DF #1 on page 11 of the calculations. Where is this grade information shown. on the plans? e/z Details A/8 & B/8 on sheet 3 of the plans do not match Sections A & B on sheet 8. Please l check and revise as necessary. The calculations call for drag trusses with capacities of 5100# and 1700# on lines 5 SC�2e respectively. Please provide design and details for these trusses and verify they are keyed into the plans. The Lateral Analysis on Sheet 6 of the Plans refers to Sheet 12 of the Plans. Please provide Sheet 12 or explain why it is missing. r"Irl- bImo' F- u^ Lu ,0 U5v 'D Lam- Top TTvs�-c -- AS �.�� � L S � C� �.�►�. � tial, a�'(r�v P, l 10/28/96 FAX: (916) 538-2140 WAYNE ERICKSON 1717 MUIR AVE CHICO, CA 95973 Re: B.R.196-1751 A.P.# 42-12-35 With reference to the above subject, attached"is: [X] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans ( ] Other Action Required: [X] Comply With Plan Check List [ ] Resubmit Plans with Revisions As Required ( ] Return All Original Materials and Revised Plans to the Building Department [ ] Other Should you have any questions, please contact this office at the address or phone number listed above. Sincerely, MARTHA WHITNEY - PLAN.CHECKER . utte qunt LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965.3397 TELEPHONE: (916) 538-7541 10/28/96 FAX: (916) 538-2140 WAYNE ERICKSON 1717 MUIR AVE CHICO, CA 95973 Re: B.R.196-1751 A.P.# 42-12-35 With reference to the above subject, attached"is: [X] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans ( ] Other Action Required: [X] Comply With Plan Check List [ ] Resubmit Plans with Revisions As Required ( ] Return All Original Materials and Revised Plans to the Building Department [ ] Other Should you have any questions, please contact this office at the address or phone number listed above. Sincerely, MARTHA WHITNEY - PLAN.CHECKER Permit Applicant: ' WAYNE ERICKSON Assessor Parcel Number: 42-12-35 Permit Number: 96-1751 Date: 10/28/96 The above referenced building plans were reviewed by this office Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. FLOOR AREA OVER MASTER BEDROOM AND GARAGE SHALL BE FEED FOR UNFINISHED LIVING SPACE. ACCESS SHALL BE LIMITED TO 22"X30" FROM RESIDENTIAL AREA ONLY. ADDITIONALLY ENTRY/EXIT TO THIS AREA WHEN IT BECOMES FINISHED WILL HAVE TO BE.EITHER FROM/TO THE RESIDENTIAL AREA BELOW OR DIRECTLY.TO OUTSIDE. STAIRWAY MAY NOT BE PLACED IN GARAGE. 2. YOU HAVE PROVIDED AN OPENING FROM GARAGE INTO FIRE WOOD STORAGE IN LIVING SPACE. PROVIDE CONSTRUCTION DETAIL FOR REQUIRED FIRE ASSEMBLY AT THIS OPENING. YOUR PLAN CALLS FOR VAULTED'TRUSSES OVER BEDROOM ON LEFT AT REAR. TRUSSS SHOW TRUSS4 TO HAVE A FLAT CEILING. PROVIDE REQUIRED CHANGE TO PLANS.OR TRUSSES.- VaA4 i -Fed ',4-.' PLANS DO NOT SHOW SIZE OF BEARING MEMBER IN SHORT WALL NEXT TO WATER HEATER. PROVIDE SIZE. (Q X Lp ,CZ ENGINEERING DOES NOT SHOW SUPPORTING DOCUMENTATION OF 3 0 PIPE. PROVIDE. 6. ARE SAME SIZE FLOOR JOISTS USED THROUGHOUT LOWER LEVEL? PROVIDE STANDARD JACK TRUSS DETAIL- PROVIDE HANGERS. �8. TRUSS T 4 CALLS FOR FULL"BEARING - PLAN SHOWS HANGERS. COORDINATE PLANS/CALCS. SAME FOR ANY OTHER TRUSSES THIS APPLIES TO. .*507 PLAN IS IN LINE UP FOR STRUCTURAL REVIEW. PLEASE ANSWER THE ABOVE AS SOON AS POSSIBLE. VALUATION HAS BEEN REFIGURED FOR THIS RESIDENCE. UNFINISHED SQUARE FOOTABE HAS BEEN ADDED TO SCHOOL FEES. REVISED FORM ENCLOSED. YOUR NEW REVISED BALANCE OWED TO COUNTY IS $1744.30. If you wish to discuss any requirements, you may contact me at (916) 538-7511 between 1:00 P.M. and 4:00 P.M., Monday through Thursday. CC: JOE ACQUISTAPACE MARTHA WHITNEY - PLAN CHECKER r COMPUTER METHOD SUMMARY Page 1 C -2R --------------_------------------------------------------------------------------ Project Title: E4030S Run: 998 30 -Sep -96 Project Address: OAK WAY E4030S CHICO, CA. Building Title: E4030S Build t Permit # Document Author: MICHAEL F. SROKA -/751 Telephone: 742-6148 Plan Check / Date Compliance Method: CALRES2 Version 1.31 Field -Check / Date Climate'Zone: 11 ENERGY USE SUMMARY (kBtu/ft2-yr) Energy Use . . Standard Design Space Heating 14.06.' Space Cooling 11.56 - Water Heating 6.48 Total Wall 32.10 GENERAL INFORMATION Conditioned Floor Area: Building Type: Building Front Orientation: Number of Dwelling Units: Number of Stories: Proposed Design -13.51 6.46 6.23 - -------- Complies 26.20 Yes 4030-ft2 SFD Single Family Detached 180 deg (South) 1.00 1 Floor Construction Type: Raised floor Number of Conditioned Zones: 1 Total Conditioned Volume: 36270 ft3 Conditioned Footprint Area: 4030 ft2 Ground Floor Area: 4030 ft2 BUILDING ZONE INFORMATION Floor Zone Area Volume Name (ft2) rft3) 74 ------------ ------- -------- ------------- HOUSE 4030 36270 Conditioned OPAQUE SURFACES Surface Area Type (ft2) Zone = HOUSE Door 26.7 Door 20.0 Wall 285.3 Wall 164.0 Wall 444.0 Wall 424.0 Wall 43.0 Wall 129.0 Wall 21.0 Vent Thermostat Height Type ------------ ------ CEC Standard 210" U- Insl Tru Sir Construction value Rval Azm Tit Gns Type 0.330 0 180' 90 Yes 4068 0.330 0 180 90 No CEC_30-Wood 0.065 19 180 90 Yes W19.2x6.16 0.065 19 90 90 Yes W19.2x6.16 0.065 19 270 90 Yes W19.2x6.16 0.065 19 0 90 Yes W19.2x6.16 0.065 19 315 90 Yes W19.2x6.16 0.065 19 0 90 Yes W19.2x6.16 0.065 19 270 90 Yes W19.2x6.16 Vent Area f4: 41.8 Location/Comments ----------------`'----- Outsid�'' FROM Uncondied /;.`GARAGE Outside Viz y Ou t s i%� kl'tr;:�i, Outside .: Outside 9 '' Outside` Outside Outside Wol COMPUTER METHOD SUMMARY Page 2 C -2R - Project Title: E4030S Run: 998 30 -Sep -96 OPAQUE SURFACES continued Surface Area Type ---------- (ft2) ------ Wall _ 249.0 Wall 77.0 Wall 205.0 Wall 40.0 Wall 204.0 Floor 4030.0 Ceiling 4030.0 U- Insl Tru Slr Construction value Rval Azm Tlt Gns Type ----- ---- --- --- --- ------------ 0.065 19 90 90 Yes W19.2xr--.16 0.065 19 180 90 Yes W19.2x6.16 0.065 19 180 90 No-W19.2x6.16 0.065 19 270 90 No W19.2x6.16 0.065 19 90 '90 No W19.2x6.16 0.037 19 -- 180 No FC19.2x8.16 0.031 30 --. 0 Yes R30.2x4.24 PERIMETER.LOSSES Perimeter Length F2 Insul Type (ft) Factor R-val ------------------- ---- None FENESTRATION SURFACES Fenestration Name -------------- Zone = HOUSE W1 W2 W3 W3A W4 W4A W5 W6 W7 W8 W9 W10 W11 FD12 W13 W14 W15 W16 Location/Comments Outside Outside Unconditioned Unconditioned Unconditioned Craw].space Attic Insul Depth (in) Location/Comments ------ ---------------------------------- Area Tru - Open Frame Type (ft2) Azm Tlt Type Type ---- ----- --- --- ------- -------- Glazing Charactr Name ------------ Wind 36.0 180 90 Slider Metal U=.75 Wind 36.0 180 90 Slider Metal U=.75 Wind 12.0 180 90 Slider Metal U=.75 Wind 6.0 180 90. Slider Metal U=.75 Wind 12.0 180 90 Slider Metal U=.75 Wind 6.0 180 90 Slider Metal U=.75 Wind 12.0 180 90 Slider Metal U=.75 Wind 36.0 180 90 Slider Metal U=.75 Wind 36.0 180 90 Slider Metal U=.75 Wind 24.0 180 90 Slider Metal U=.75 Wind 8.0 270 90 Slider Metal U=.75 Wind 20.0 270 90 Slider Metal U=.75 Wind 18.0 315 90 Slider Metal U=.75 Wind 40.0 315 90 Hinged WdDr/Div U=.58 Wind 18.0 315 90 Slider Metal U=.75 Wind 8.0 0 90 Slider Metal U=.75 Wind 25.0 0 90 Slider Metal U=.75 Wind 25.0 0 90 Slider Metal U=.75 Comments COMPUTER METHOD SUMMARY - _-=---- - - - - - -- Page 3 C -2R' Project Title: E403QS Width Depth .Glazing Extension Run: 998 30 -Sep -96 GLAZING CHARACTERISTICS 6'0" .1110" 010" 4010" 510" Glazing .610" 610" 11'0" 010" 3310" .12'0" Charactr Glazing # of U- SC Gls Interior SC Int Exterior SC Ext Name - ------------ - Type Panes --------- ----- value ----- Only ------ Shade Type ---------- Shade Shade Type Shade U=.75 Clear 2 0.750 0.880 Std -Drape ------ ---------- Bug Screen ------ 0.870 U=.58 Clear 2 0.580 0.880 Std Drape _0.780 0.780 Bug Screen 0.870 OVERHANGS Fenestration ------------ - _-=---- - - - - - -- Above. Left Right Name Height Width Depth .Glazing Extension Extension W1 610" 6'0" .1110" 010" 4010" 510" W2 .610" 610" 11'0" 010" 3310" .12'0" W3 - 610" 21011. 1110" 4" 2716" 2116" W4 610" 210" 11'0" 4" 2016" 2816" W6 610" 610" 1110" 010" 10'0" 3510" W7 610" 610" 1110" 010" 410" 4110" W8 41011 61011 31011 0101, 41011 81011 W9 41011 2101, 31011 0' 0" 201011 28'0" W10 5'0" 410" 310" 010" 510" 4110" W 1 1 61011 31011 20,011 4" 101611 2' 6"- FD 1 2 . 61811 61011 20101, 4" 41011 61011 W 1 3 61011 31011 20101, 4" 6" 121611 W14 410" 210" 310" 0'0" 716" 6" W15 510" 510" 310" 0'0" 6" 416" W16 510" 510" 310" 010" 110" 1'0" FINS Left Fin Right Fin Fenestration -------------------------- Exten -------------------------- Dist Ex_ten n;sr -------------------------- Fin Fin above to Fin Fin above to Name ------------ Height ------ Width' ------ Depth ------ Height glzng ------ ----- glzing Depth Height glzng glzing None ------ ------ ------ ----- ------ THERMAL MASS Vol Cond- Area Thck Heat duct- Construction Insd Mass Name (ft2) (in) Cap ivity Type - Rval Location/Comments -------------- ----- ---- ---- ----------------- ---- ------------------------- None 84/pli� 0 . ALI a, COMPUTER METHOD SUMMARY Page 4 C -2R . Project Title: E4030S Run: 998 30 -Sep -96 SOLAR GAIN DISTRIBUTION. Fenestration Name None HVAC SYSTEMS System Name Zone— HOUSE GAS80 ACspli.tl0 Winter Summer Targetted Fraction Fraction Thermal Mass Comments Duct Location System Type _Efficiency and R -value Furnace 0.80 AFUE Attic R-4.2 Air Gond. -- central split 10:00 SEER Attic R-4.2 WATER HEATING SYSTEMS Distrib Water Water # of Energy Volume Wrap System Name Type ------------ Heater Name Heater Type Htrs Factor (gal) R-val -------- Standard—Gas Standard ------------ StandardGas ----------------- Storage gas ---- 1 ------ 0.60 ------ 50 ----- 0 WATER HEATING SYSTEMS MISC Solar savings Solar system Wood stove Wood stove System Name fraction type boiler? boiler pump? ------------------------------------------------------------ Standard—Gas -- -- No No WATER HEATER/BOILER DETAILS Rated Pilot Water Recovery input Standby Tank Light Heater Name Efficiency AFUE (kBtuh) Loss R -value (Btuh) ---------------------- ------------------------- ------ StandardGas 770 -- 36.00 -- -- -- HYDRONIC DISTRIBUTION AND TERMINALS Pipe Pipe Insul Insul System/Name Type Number run (ft) diam (in) thck (in) R -value --------------- ------------- ------ -------- --------- --------- ------- None SPECIAL FEATURES, REMARKS, AND NOTES None�i --------------------------------------------------- ~CtY/ T': Y.+• i y APpRo ' D A234CERTIFICATE OF COMPLIANCE: Residential Page 1 Project Title: E4030S Run: 998 30 -Sep -96 Project Address: OAK WAY E4030S CHICO, CA. Building Title: E4030S Building Permit # Document Author: MICHAEL F. SROKA Telephone: 742-6148 Plan Check / Date Compliance Method: CALRES2 Version 1.31 Field Check / Date Climate Zone: 11 --------------------------------------------------------- -------------------------------------------------------------------------------- GENERAL INFORMATION Conditioned Floor Area: 4030 ft2 Building Type: SFD Single Family Detached Building -Front Orientation: 180 deg (South) Number of Dwelling Units: 1.00 Floor Construction Type: Raised floor - BUILDING SHELL INSULATION Component Insul Assembly Type R -value U -value Location/Comments - Door ----------- ----- 0 0.330 ---------------------------------------- Outside / FRONT Door 0 0.330 Unconditioned / GARAGE Wall 19 0.065 Outside Wall 19 0.065 Unconditioned Floor 19 0.037 Crawlspace Ceiling 30 0.031 Attic FENESTRATION Area U- Interior Exterior Overhang Frame Orientation ----------------- (ft2) value Panes ----- ----- Shading Shading and Fins Type Window South ----- 192.0 0.750 2 ---------- ---------- Std Drape Bug Screen -------- Overhang -------- Metal Window South 24.0 0.750 2 Std Drape Bug Screen None Metal Window West 28.0 0.750 2 Std Drape Bug Screen Overhang Metal *:orth 94.0 0.750 2 Std Drape Buy Screen Overhang Metal Window North 40.0 0.580 2 Std Drape Bug Screen Overhang WdDr/Div THERMAL MASS Area Thick Type Exposed? (ft2) (in) Location/Comments ----------------- None ----- ----- ---------------------------------------- HVAC SYSTEMS Duct Location Type Efficiency and R -value -------------------------- ---------- ------------- Furnace 0.80 AFUE Attic R-4.2 &Ut 1E Air Gond. -- central split 10.00 SEER Attic R-4.2 Bun NTY vIc, as APPRO V�. CERTIFICATE OF COMPLIANCE: Residential Page 2 CF -1R Project Title: E4030S Run: 998 30 -Sep -96 WATER HEATING SYSTEMS Distrib Water Water # of Energy Volume Wrap System Name „Type -------- Heater Name ------------ Heater Type Htrs Factor .(gal) R-val .------------ Standard—Gas Standard StandardGas ----------------- Storage gas ---- 1 ------ 0.60 ------ 50 ----- -0 WATER HEATING SYSTEMS MISC System Name ------------ Standard—Gas Solar savings fraction ------------- Solar system type . ------------ Wood stove boiler? No WATER HEATER/BOILER DETAILS Rated Water- Recovery .Input Standby Heater Name Efficiency AFUE (kBtuh) Loss ------------ ---------- ------------------ StandardGas 770 -- 36.00 -- HYDRONIC DISTRIBUTION AND TERMINALS Pipe System/Name Type Number run (ft) -------------- ------------- ------ -------- None SPECIAL FEATURES, REMARKS, AND NOTES None Wood stove boiler pump? ------------- No Pilot Tank Light R -value (Btuh) Pipe Insul Insul diam (in) thck (in) R -value --------- --------- ------- COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with the Energy Standards in Title 24, Parts 1 and 6, of the California Code of Regulations, and the Administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features, Remarks, and Notes section. CERTIFICATE OF COMPLIANCE: Residential Page 3 CF -1R Project Title: E4030S Run: 998 30 -Sep -96 DESIGNER OR OWNER JOE ACQUISTAPACE ARCHITECT -32 QUISTA DR. CHICO, CA. 891-0916 Lic #-. — Si ENFORCEMENT AGENCY Name: Title Agency:. Telephone: Signed Date Date DOCUMENTATION AUTHOR MICHAEL F. SROKA DESIGN & DRAFTING SERVICE 4140 DAN AVENUE MARYSVILLE, CA. 7.42-61'48 Signed Date '- mpg J'pFtOVPPD . NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterlisk (') may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist Is Incorporated Into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures. whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION DESIGNER j ENFORCEMENT Building Envelope Measures " §I50(a): Minimum R-19 ceiling insulation. 3 §150(b): Loose rill insulation manulacturer's labeled R-Va,'ue. • §I50(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls),. '.§150(d): Minimum R-13 raised floovinsulation in framed floors; minimum R-8 in concrete raised floors. 19 _§150(1): Slab edge Insulation - water absorption rale no greater than 0.3%, water vapor transmission rate no greater than 2.0 perminch. �- §118: Insulation specified or installed meets California Energy Commission quality standards. Indicate type and form. fa - §116 -17: Fenestration Products, Exterior Doors and InfiltratiorvExfiltration_.Controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints and penetrations sulked and sealed. -��— §150(g): Vapor barriers mandatory In Climate Zones 14 and 16 only. — §150(Q: Special infiltration barrier Installed to comply with §151 meets Commission quality standards. — §150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air Intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. Space Conditioning, Water Heating and Plumbing System Measures §110.13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. §150(): Setback thermostat on all applicable healing systems. §1500): Pipe and Tank Insulation 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have Insulation blanket (R-12 or grea(er) or combined inlerior/exterior insulation (R-16 or greater). 2. First 5 feel of pipes closest to water heater tank, non -recirculating systems, insulated (R•4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 55°F insulated. 5. Piping insulated between heating source and indirect Fol water tank. • §I50(m): Ducts and Fans 1. bkicls constructed, Installed and sealed to comply with UMC Sections 1002 and 1004; ducts insulated to a minimum installed value of R-4.2 or ducts enc:csed entirely within conditioned space. 2. Exhaust fan systems have backdraft or aulomatic dampers 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers.. §114: Pool and Spa Heating Systems and Equipment 1: System is certified with 18% Iliermal efficiency, on-off switch, weallierproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. Al least 36' pipe between filter and healer for future solar heating. b: Cover for outdoor pools or outdoor spa. 3. Pool system has directional Inlets and a circulation pump time switch. § 115: Gas-fired central furnace, pool heater, spa healer or household cooking appliance have no continuously buring pilot light. (Exception: Non -electrical cooking appliance with pilot < 150 Btu/hr.) f Lighting Measures §150(k): 40 IumensAvalt or greater for general lighting In kitchens and rooms with water closets; and recessed ceiling fixtures IC (insulation cover) approved. %� 4 Compliance Forms .January 1. 1995 LONGFELLOW LUMBER CO. INC. ■ Quality Truss Design ■ Roof & Floor Systems 89 Loren Avenue Chico, CA 95928-7434 (916) 893-0112 '. FAX (916) 893-0140 Customer: Address: 1,711 4*ele ,a dF AP#: Job No: Alpine Engineered Products,`Inc. Christian Chappel BUTTE STV 8351 Rovana Circle �'�r� Sacramento, CA 9582N i; -PP 0 M (916) 387-0116 `� APPROVpn. APPROVED• Timber Products Inspection, Inc. qCP ` 7 U P.O. Box 20455 Portland, OR 97220 (503) 254-0204 11 /01% ALPINE ENGINEERED - PRODUCTS, INC. ,. 8351 Rovana Circle • Sacramento, California 95828-2522 • (916) 387-01160 rs (800) 877-3678 • Engineering - FAX (916) 387-1110.Office - FAX (916) 387-1118 Ud 'C �r C ,. April 23, 1996 CL Dear Building Official: lqc Alpine Engineered Products, Inc. encourages the re-use of truss designs in appropriate situations. The criteria for this practice is: 1. The loading conditions and design criteria of the current job shall match those of each of the truss designs. The member grades, species, and sizes are identical. 2. The span of the new truss is equal or less than the span shown on the design. The web configuration must change proportionally with the reduction in span. 3. The truss span has only two bearings, of which neither are cantilevered. 4. The design requirements are the most current update of the U.B.C. This can be verified by the date on the design, or if the design has been re-signed and sealed, the new date printed across the .seal would indicate that the design meets the current standards. I have asked Longfellow Lumber Co., Inc. to re -use truss designs that comply with the criteria stated above. If you have any further questions of need assistance, please contact me. Thank you. Sincere Christian W. Chappell, P.E. Chief Engineer CWC/md 3.5'1 Max. � J / 1 Max. x. �V SYM ABOUT (P1) TYP. NOTCH @ 24" O.C. 12" Min. 24" Max. 24" Max. Outlooke Gable End (S1) (M) 2X4 HF (12 or BTR (G), Strongback brace .Varies (S)j I _[I 6 I ) Ledger (S1) \ * 6 . Ioli Conno" SEON-- 50006 NA11..5 trongback o� DEVIATION FROM THIS DESIGII OR THESE SPECIFICATIONS. OR A141 NAILS nail to ledger tia FOR ADDITIONAL SPECIAL PEONAIIENI DnACI1G DE OO O 12" O,CJ A35 OUTLOOKER A446 GR A LXCEPT AS "DIED. APPLY CONNECTORS IO EACH FACE OF Ledger ____�. o CRITERIA LY ATIACIEO PLYWOOD SHEAINING, BOIION CHORD (nail to vert. — H3je' NI1N PROPERLY ATTACHED RIGID CEILING -- SEE w/2 -10d nails) --Gable 'A' DETAIL (T) DRYWALL APPLICAIIOH. fUN11511 A COPY 0f ANIS 24" Max. Outlooke Gable End (S1) (M) 2X4 HF (12 or BTR (G), Strongback brace .Varies (S)j I _[I 6 I ) Ledger (S1) \ * 6 . Ioli Conno" SEON-- 50006 NA11..5 - `3-1011 DEVIATION FROM THIS DESIGII OR THESE SPECIFICATIONS. OR A141 NAILS BLOCK EACII f?n DETAIL "B' Roof Materia Outlooker 11 (C) Gable end---'.,�� ,• • Detail uBn 2X6 F1,02 (G) Gable end design based on 75 MP11 Detail "A"—\ ]r Metter 45\, wind load, exposure "B" at 0-25 Ft. —i `11 (N) mean height. ` 2X Ledger (C) 1X4 continuous lateral bracing for brace (strongback) member longer than 72". Attach at midpoint of each brace strongback _ _ COMM W/2 -8d common nails. braced at 55" O.C. TRUSSES (0) Option to web plating: -use (3)-2" BRACING DETAIL wire staples (0.072 Dla./15 GA..) toe - nailed thru chord into web & thru web into chord on one face for a total of 6 staples. (P1), (S1), & (111) must (0) be plated. \ (T) Refer to Simpson Catalog C -94H-1 for \ roduct attachment specification (attach \I, A35 in F1 direction). (N1) CONTINUOUS SUPPORT (P1) Peak plate to match common trusses. NOTE: This detail may be used for (S1) Splice plate to match common trusses. trusses with pitched B.C. also. (111) Heel plate to match common trusses. (K) Spacing for 119 = 56.0" o.c. Span to match common trusses NOTE: CHORDS TO BE 2X4 FIR -LARCH H2 MIN. SEON-- 50006 1X3* ALPINE ENGIIEEREO PPOOUGTS, ITC. Kill I MPOR T A N T)(m SHALL NOT BE RESPONSIBLE EOR ANY TRUSSES REQUIRE EXIRE"E CAPE WARNING = O OARUSS DEVIATION FROM THIS DESIGII OR THESE SPECIFICATIONS. OR A141 IN HANDLING. EREC11DN AIM BRACING. SEE 1118-9I BY TPI. SEE THIS DESIGN O= O FAILURE 10 BUILD THE TRUSS 111 COIIfo1WNCE NIIH OS18B BY 1P1 FOR ADDITIONAL SPECIAL PEONAIIENI DnACI1G DE OO O ALPINE CONNECTORS ARE NIDE Of 20GA GALV. STEEL IIEEIING ASTN QUI"ENENIS. L41LESS OIIERNISE IILIICAIEO, IOP O O A446 GR A LXCEPT AS "DIED. APPLY CONNECTORS IO EACH FACE OF CIIORO SHALL BE LAIERALLT BRACED NIM PROPER o TRUSS Alp UNLESS 01"ERNISE LOCATED Oil THIS DESIGN, POSITION LY ATIACIEO PLYWOOD SHEAINING, BOIION CHORD G CONNECTORS, PER OIIAMIIIGS 130, ISO L 16611-f. DESIGN SIAIMAppS NI1N PROPERLY ATTACHED RIGID CEILING -- SEE CONFOILN N/APPLICABLE PROVISIONS OF IMS L IPI. All ENGINEERS ALPINE IEPNNICAL UPDATE II/l/BIN fan PnOPER o SEAL aH IH16 DIUMING APPLIES 10 TIE CONPONEN1 DEPICTED HERE DRYWALL APPLICAIIOH. fUN11511 A COPY 0f ANIS CI O O O O O IN OILY. Alp SHALL 1101 6E RELIED UPON IN ANY DINNER NAY. DESIGN TO Ila TRUSS ERECTION COINNACIOn. 4._IPI IRUSS PLATE INSTITUTE. IMS - 1991 NATIONAL DESIGN SPECIFICATION Fan NOQO CoNsInuC111NH I Plate Max. Web Length 1X3* 2-8-0 2X4* 8-1-0 3X4* 13-6-0 2X4 F.L. lumber grades Max. Length without bracing (N) Max. Length W/strongback brace (S) STANDARD 5-11-0 I1-10-0 111 7;;9-0 15-6-0 fl 1 & Better r} 7-y4= 0�'� 15-6-0 REV15.,6 5',�,.�• SCALE'9�.0`4,5000 OFFS DESIGN CRIT: dkIt— 17EF/7-40.53 LR427 OeR TC LL 30.0 PSF OATt,'tQ;5/06/92 C DL 15 . 0 PSF ORWG' CD 109 nl•✓ r r- OL. (U) 5.0 PSF CA -ENG FMQS�,,i NO. C043845 `- 9 T.LO. 50 ,0 PSF O/A LEN, VARIES *I E.jp. 63091 —1.15 PITCH VARIES SPACING - -. - - - - TYPE GABLE 'END C0101 • n STANOAAD JACK DETAIL v C SPACING 24" O.C. UFFI_ECT I ON Cn I TEM A: 1.5X3. (LIVE LOAD) 1O IlAFTf_n SLOPES < 4: 12 - 1_/240 1O 11AFTEII SLOPES > 4: 12 < 12: 12 - L/180 CEILING JOIST a L/240 nAFTEn �:�I IT- IS TIIE RESPONSIBILITY OF TIII: BUILDING DESIGNFA AND TITUSS FAMICATOn TO FIVIEW TIIIS mAFIING PAlOn TO CUTTING LU14BEII TO VCAIFY THAT "ALL DATA. INCLUDING DIMENSIONS AND LOADS,: CONFORM TO THE Al1CHITECTUnAL SPC•CIFICATIONS AND FAMICATOn'S TnUSS LAYOUT. 2X4 - CEILING.JOIST LIVE LOAD (PSF) DEAD LOAD (PSF) DURATION FACTOR SIZE GRADE MAXIMU14 CI_EAFI SPAN 1.5X3 2X4 HEN-FIn ST'ANDAnD -nEDUIRED IF RAFTER NOT SUPPOIITED AT END RAFTER SLOPE 6 4:12 nAFTCn SLOPE > 4: 12 BUT -12 CEILING JOIST 16 16 30 30 16 16 30 30 10 15 10 15 10 15 10 15 5 25% 25% 15% 15% 1 25% 25% 15% 15% 1.00 --MAXIMUM CLEN1 SPAN— B-11-0 0-4-0-- 7-10-0 - 7-5-0- 12-3-0 11-6-0 10-9-0 10-3-0 _ 13-11-0 -- 12-0-0 - 11 -II -0 I1-4-0 10-10-0 --- — 13-11-0 co 1{ T`TT II .3 l zivAr w r�. r A/ n/ i-LA_L.-. n _ n—, 1,7 r n 4 ice\ 2X4 N1 FL 9-2-0 0-7-0_.__._. 8-11-0 12-6-0 13-1-0 7-11-0 Q-=5-0 10-9-0 11-10-0 7-5-0 ^_ 0-0-0 -_ 10-2-0 I1-4-0 2X4 SS FL__ 9-6-0 -- 2X6 #1 FL 13-4-0 2X6 SS FL 13 -II -0 0 i Ito. ,C043045 r * EAp: '6l�9) * JACK DETAIL nEF nng'Of2--90913 DATE: 02/17/93 Dnw CDIOI _ CA -ENG JS HK IMPORTANT KNAIruE ncufnEu 1'I41OIM:19. IIA. WAnNINGI'MISSE s IIEOUIIIE EKIIIEIIE CAnE O O O O [� [= SIIALI UIII OE IE51-151f1Ml Ali$ Itl IIAlf 11.1110, (IIEC1101I A1111 O C=J _A O O 01r1A11011!11011 11115 1113I618 011 IICSE 5I'I:I:Ifll:A111111S.1 IMI Ally (OtAC11G. SIE 11111.01 Of 11'1. S(E IVIS 11ESIG11 OYA O O fAILUnt 10 00110 IIE 1111116 111 CIIlf LM41AIA:E 41111 051110 Of 11'1. ILMI AOUIIIIM/AL 5I•ECIA1. 1'llntAnf.111 IIIIACIIIG 111 OG r_J AIVIIIE COIAECIOOS A1E IIAII( Of 706A GAIV, 61F1L ME.E11110 ASIH m1111E1E111S. UTA.(Ss 01IE'1411SE 1u11CAUll. IOO O O AIA6 0n 6 E/C(PI AS 1101(0. AI'IS.f C1M11ECI(MIS 10 (ACII fACf Or ClMI111) SI(ALL UE LAILIIA1.1I IIIIAC(If M11111•IMM•C11 cJINC L� Inusf AIO WRlfS OIIEIIMI SE IucAlUl 011 Dns OISICIL 1'0611141if AIIACIEU PLIMIMIII GMiAOO CODEC 1003 Pl0 ptAM IOGS 110Iso L 1f 0A -f, OCSI WI SIAIUAn13 MIM rIMN• 41LI AI IAI:ICII Ol r, 111 f.F 11In1 -- Sf( 55 L= COIf0141 M/APMICAULC IIIIIIISIO11s a IFIS C Irl. All nGUC1n•S ALPIIE IIC1511CA1 U•OAIL I//IM011 fill, rswcn C-1 f� se lL al 11115 0nAM11G A17•LIf.S 10 (IIF I:IMS•IMC111 O1r11:1lll lulE 111 L)Itl. AM Sllll/. IN 11 OF 11. 1111 111.141 111 Ally UIICn may. plflIAll. Ark Ir.A111M1, 101MII:J1 A CIM'( OE 1111S UISIGII 111 Olt MOSS IIIII:IIIMI CIMIIIIAC141, (7=1 f.71 971 1-.1 l=1 r=1 •11.1 - 11111%% I.1 Alf 1115 1 1 11111. IMI-. - 19.11 (1A 11111IA1 14'511.11 J.11:111 r.411011 (141 9111111 I:IMI•.1141r.111111-- i Ito. ,C043045 r * EAp: '6l�9) * JACK DETAIL nEF nng'Of2--90913 DATE: 02/17/93 Dnw CDIOI _ CA -ENG JS i i. l -r 3-:-:-�• •- ! r -} 1�_ i 1 1 1, j i, r! t i y! ' f 1_' t .: _f . Jf -t-t-• a � _ I ! :•� ; ' i ' �. J_i_ _;.. L � �- I. .� � � t - � .. i : ! I t -t-f I ' � f { 1 ' i i i + ! � ! ' I i i•.' i ' I I j —,t. 'j � —; - } � � � _ �' I - i • 1 'j ' { � i ; � , � 1 t , i .l i { � i I j I •'' 1 1 { I -{-i-, ''- - � e .. , '..! � I ; , r I I 1 ! ' � � ! ' ! � -1.., -' .r . j I i I ! 1 I , } �•,.. _r-- - - - -r ;i I i I ( � , � ; f , 1 f .`' '• -�-i !_i-�. _ J((71! r'i I i ti !._ L' i_• n i i ! i j I} i i t - II ._ 1. _ �- !. i ! i _i -{--, •�- .( !- 1:.�. I I ,, � I r I.! l,i :,i .1-i�-(�•�• it ,i'; ?;. :3 { Ll 1 ��-• TT '� (- j -Ti, `� ! �t ' 1 � �_ } i i � t i �`i_i jIi' I.F 1 l I ;� i _�-�»:-i-��. _ -, 1 i T _ - _ , I-fr—) 1 III i _. !--jj• ___ !._ fill , �_� '� i' i I, • 1 zr Ti 1 1 J e !- 1 (•- j I 1 ,. 11 I ; - I + I! t ( -I _' -I i, I i , I rsT •� � '" ,..T (_..�...� j�_ ! 7 •� } � � (`i ,. i ' I i _ ' 1 I I ! ! ' + 'I 1 i I i ! ,I i � 4 i i•� I .. i� i• 1 1 i t� j I ' .. r, I !-j- - - - - - -- - - - I - • - •- - - 1 i I ERICK-WALK IN MR. & NRS. ERICKSON - Ti 12-5-1/2 SC TOP CHORD 2x6 FL #2 BOT CHORD 2x4 FL #1 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. 5X4- THIS DWG PREPARED FROM. COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED DY TRUSS NFP, CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.8,0. RESEARCH REPORT 42949. IN LIEU OF RIGID SHEATHING: TOP CHORO TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24.00' o.c. IN AUDITION, A RIGID CEILING OR 2x4 J3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED ® 72.00" o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. -71 4-a-0-0 '�-3-0-0— L ----3-0-0----!--J 6-2-12 - -- 6-2-12— � � 00 12-5-8 Over 2 Supports '�-" . .y R-542 W-5.5" R-542 W-5.5" I Appii, v? PLT TYP. AlDine Desi n Criterla: BBC 27.3v3 CA - 1 - - F Scale =.375' Ft. I= C3 E3 FJ L7 LD **IMPOP.TANT** AMR( IRGINLEREG PRGDLYTS. IXC WARNING TRUSSES REQUIRE EXTREXI CALF TC LL 16.0 PSF REF 8427--78497 SHALL LO[ 6E RESPONSELLI FOR AR IK NAmMs. ttECTIQY ARD C=1 C3 -j L-] DEVIATION FRa TASS SIS1GR CR TIES[ SPECIFICATIONS, m 0 f8RAZI96. SEE 112-11 BY T►1, TET THIS DISI6 TC DL 10.0 PSF DATE 09-/26196 2ED tS- nrwif TQ eCEIO THE TAuss EIt c9NFOt =E NEIN TPI FOR ACOITIONAL SPICIAL PIARANERT RIACM L W.ALPIA4 Ca®ECIQAS Alt BASE C4 104A GALT. STEEL HRTLCN A3 GUIRI IENTS. UNLESS DTNERYISE INDICATED. TO tAABC DL 5.0 P$F DRW CAUSR427 95270013 A653 GUY CIC11: AS NOTED. APPLY COUSCTURS TD EPC/ FACE CBOlO SHALL BE LAMALLf BRAC/O %ITR 90OPETRUSS AND O.AIISS BINIAHISE LOu1ED u THIS DESIGN, POSm9 Y ATIACRLS PLTIMOD SHEATHING. ROITCHMR "' BC LL 0.0 PSF CA -ENG PBC CWC°C"tIO� 043845 PIEDeatelols m immass p0. 160 s tm-r. elslal suR9Ae Y11N fA1FULT ATTACHED RIGID CEILING ••SL • *TOT. LD. 3j ,0 PSF SE4N - 90963SOR EAL OR NFURSFQIQgYG 4VPLEISDTO TILE9S OF NC@DOREI[T Valtil XE ARTYAILljtr TAPPLICATION. FCARISH ASCOPYY Of IIIUDUR.FAC, 1.25 FROM MD IX 0141. A1G SOUL HOT RI R1L1EN RPON' IY ANY OTHER VAT. 0(5161 TO THE TRUSS 1RCCTIOff CONTRACIOL. �f� Cli1� [a C3 D E [=T 1-1 .•-TPI - Fnuss PLATI I01E1191C. ms - 1991 NA61OHAL DESIGN S11[IFICATEON FOR YODD 000Sn6C1101 if Or CAl1i� SPACING 24.00 Ln �i kD o, CR -WALK IN MR. & MRS ERICKSON - [PGE] T2 12-5-1/2 SPEC TOP CHORD 2x6 FL #2 :T2 2x4 FL #1: BOT CHORD 2x4 FL #1 NEBS 2x4 FL Standard CONVECTOR PLATES OESI6HED FOR GREEN LUI4DER PER NDS -91 TABLE 7.3.3. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD IN ACCORDANCE WITH TABLE 16 -B -SPECIAL LOADS (1994 UBC). NOTE: TRUSS DESIGNED TO TRANSFER EVENLY DISTRIBUTED HORIZONTAL LOAD OF 140 PLF THROUGH TOP CHORD INTO BOTTOM CHORD SUPPORTS WHERE INDICATED. DESIGN OF PLYWOOD DIAPHRAGM AND CONNECTIONS OF TRUSS AfID/OR TRUSS TO SUPPORT BY ENGINEER Of RECORD WHERE INDICATED. (0) THIS AREA OF TRUSS DESIGNED TO SUPPORT 24' TOP CHORD OUTLOOKERS. GABLE AREA TO SUPPORT SIDING LOAD NOT TO EXCEED 10 PSF.' REFER TO DRAWING 3.027.999 FOR GABLE FILL DETAILS 3 REQUIRED $RACING. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS E DIMENSIONS) SUBMITTED BY TRUSS MFR ** THE MAXIMUM HORIZONTAL REACTION IS 2135.501 ** CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT ¢2949. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 24.00" o.t. IN ADDITION. A RIGID CEILING OR 2x4 #13 11.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00' o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (T)PROVIDE CONNECTION FOR 225/ UPLIFT. ANCHORAGE MUST BE CONTINUOUS TO THE FOUNDATION. RECOMMENDED CONNECTION FOR UPLIFT: SIMPSON H2.5. SEE CATALOG C-PT95H-1 FOR NAILING SPECIFICATIONS. (UNLESS OTHERWISE SPECIFIED, SUPPORTED MEMBERS HAVE IDENTICAL LUMBER SPECIES AND MINIMUM NEEL HEIGHT OF SUPPORTING TRUSSES.) (0) -2-12 12-5-8 Over 2 Supports '! 3X6 (Al)4 R-1565 W=5.5' R-1018 14-5.5' L,--3-0-0--n-j RH—+/-2135$ RH—+/-2135# mi a Note: All Plates Are 1.5X4 Except As Shorn. tan C iterla: UBC 17.3v3 CA/ -11/ -/-/-IF %. Scale —.3M/Ft. .. mC� PLT TYP Alone- C� C3 C3 CM C3 **IMPORTANT*k es WARNING' ilu" CARE VjtOIESS TC LL 16.0 PSF REF 8427--91087 mcI f3 o ML at C3 DEVIATION FW TH11 0ti144 OR THREE EPuiricAnoc CO AMT Ire�iu+Eollpc�lnce[cTtoTl ontin. SEE ,IK•11 1T TRI. TIE Tel[ DESIGN RE TC DL 10.0 PSF DATE 11/08/96 >O ZC 3 Q M p C� O FAILURE TO 11ALD THE Tans Ir CONFOR"RCE NITA VI C3 win macfan ARE IAD[ OF RC$A Our,'Im IOFCTINI Asn FOR ADDITIONAL SPECIAL P1ANWIT SRACIIa: UNLESSmnru[ ITWICAT.o. Tar � .e � BC DL 5.0 PSF ORVt CAUSR427 96313007 o =3 Q C=3C3 Afs3 c"I frCEPr 1S Rojo. APPLW CONNECTOR$ TO EACH FACE CF TRUSS ARO VXW OTIVAN LOCATED 01 THIS DETIUL 09111TCN CAM SNAL u LATERALLY KTATLC 13I R POWER LT ATTACKED ►LT,O,D SNEAWAS. OnTOH C14099,w 043645 r �' B C LL 0.0 PSF CA -ENG PBC/CWC ALPINE Q p CON EECICIS ru MANINU D0. ISD K ISOA•r. OLtlw sTHDA,OS cOMORO ,/APILICAiLE PROTLSIma OF NDS 4 TPI. AH (SISSI1TEA•S HITT ►,SPEALT ATTACIIEN 11410 CEILINS — DE[ "FINE ?[CONICAL NFOAT[ Cr/1(111 fit PROPER (Ip. 63091 * TOT. LO . 31. 0 PSF SEQN - Q U, C7 SCA OR TNK VWrm AMUS$ TD TK COMPONENT O oICTIG, KOS ORTNALL APPWATTor. ruin$, A COST OF TnS 00111"wR. `'rY" ��1, DUR . fAC . 1.25 FROM rrD MD T,iR; V s s IN DOLT. AND DULL HOT S[ Antm WON IH MY 40MA Vkr. DESIGN TO TU T803S acerwl c 1 t �Or ��`�io� SPACING 24 flu C=3 � ,-.1 C3 C3 C3 C3 •../�� . mRi MASS ILLFFruif_ NDS . IPn AKTIOAD. DESIGN SPECIFIC►TI4S FFR RD" COSIM9149 . (ERI. -CK -WALK IN HR. B AIRS. ERICKSON - T3 12' MONO SCIS TOP CHORD 2x6 FL #2 SOT CHORD 2x4 FL #1 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REOUIREHENTk OF I.C.S.O. RESEARCH REPORT #2949. NOTE: BC CHECXED FOR 10 PSF ADDITIONAL LIVE LOAD IN ACCORDANCE WITH TABLE 16 -B -SPECIAL LOADS (1994 UBC). RIGHT END VERTICAL MAY NOT 8E EXPOSED TO HORIZ. HIND PRESSURE. +8-0-0 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTEO OY TRUSS MFR. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24.00' o.c. IN ADDITION. A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED ® 72.00" O.C. RUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 6-2-12 5-9-4 --- 12-0-0 Over 2 Supports R-561 W=5.5" C) C3 CD C -J C7 L3 "IMPORTANT" AL91ME IN tESPtto Q E3 c, m 1SCeil F, ST•all tl0T Mt IES/ORiI!(F FOR A NOT Of ItTI►Stoll FtOR TPJS CT131N OR f%gSE SPECIFICATIONS. OA Q71A L7 lJ FArtUt TO BUILD Slit IADSS 10 CONFORM1MCt WITH TPI Q Q C 3 ALPt1T COHRECTCOS 01 JADE OF TOB& 0111. STEEL 11[(11110 A QE7 AIPINi TECHNICAL OPOATE EY/1/91) FOR FMOPE C -j A451 Ot31 EXCEPT AS NOTED. APDLT COMNt(IO&S TO EACH FACE Q n TRUSS AHO o&Etss OTH'"Ist LOCATED !H Ems "E"mPosit P `�^i \ \w\�\!�C^' t� CO%IORM Ni Pt4 ORALC PR L30. 150 t I!M-F. E. AM ROFAISTAA CO\tOttl N/ISPUCAOLC PROTfSI0N5 OF OOL 1 TPL AY L40tB[( SIAL OM THIS ORANINO APPLIES TO THE COMPONENT OEPICTED M I K V a V — RN ONLY. AW51411Nit S1 SOT HE ITO UPOO 11 ANT OTHIR LAY. C3 O C7 C7 r7 I' :T .-.TPI - [MUSS PLATE INSTECUTE. MOS • 1991 MATIlIUU 1.5X41 3X4 R-339 W-3" 6-5-12 4 +8 Iesl n criteria: um; li.sys DARNING TAUSSEs Rio"' EBTAtNE CAPE IS HANOLLM3. ERECTION Atm 09ACIRS. IEE NIM -01 BY m. SEE THIS DESK W. FOR ADOtTIONA SPECTAL 9ELVARENt IQUINe 4 C yc AOIRt1IENTS. OBLESS OThI lVJSE INDICATED. TO S CHORD IIOLLL RE LATd/ttLY BRACED WITH PRO:1 lY ATTAclito klme" SMTATHINO. MORON Ckol ; v 845 r4o.C43 %UTR PROPERLY ATT►P#0 RIGID CARLING -- SE GI84 (396 00 AIPINi TECHNICAL OPOATE EY/1/91) FOR FMOPE It TION. FURNISH A , OF DES 61[ 10 IN( TRUSS ERECTION` CORITACTC11. iii._ cly l9bly rr i _ w%j-/lJ-/-/-Ir TC LL 16.0 PSF TC DL 10.0 PSF 8C DL 5.0 PSF BC LL 0.0 PSF TOT. L0. 31.0 PSF DUR.FAC. 1.25 SPACING 24.0" >e_s7KN Ktr K9c/--/ODuv DATE 01/26196 DRW CAUSR427 96270014 CA -ENG PBC/CMC SEAN - 90969 FROM MO N m m RICK-9ALK IN MR. & MRS. ERICKSON - T4 12' MONO) THIS M PREPARED FROM COMPIITER INPUT (LOADS & OIKENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 20 FL $2 BOT CHORD 2x4 FL $1 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. CONNECTOR PLATES MUST BE INSTALLED IR ACCORDANCE WITH TUE REQUIREMENTS OF I.C.$.0. RESEARCH REPORT 12949. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD IN ACCORDANCE WITH TABLE 16 -B -SPECIAL LOADS (1994 UBC). PROVIDE HANGER AT RIGHT NEEL FOR 338.861 REACTION. 2.5X4(A1r RIGHT END VERTICAL MAY NOT BE EXPOSED TO HORIZ. WIND PRESSURE. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED ® 24.00' o.t. IN ADDITION, A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 1.5X410 3x40 j — 6-6-6 .8-0.0 1.5X40 2.5X4 - Le -3-0-0---J L 12-0-0 Over 2 Supports R-561 d-5.5' LD cn PLT TYP. AlDine Oesi n Criteria: UBC 8=1 C3 C1 o C7 C1 **IMPORTANT** ALPINE umxrESEO FADOUCTs. INC. WARNING TAUs$Es REQUIRE EETRENE CARE MAL NIT It REStesstOLE FGA ANT IM SMOUxG. EAECT109 AND [7 O C:3 C3 DEr1AnDN run reit Iatco OR THESE SPECIPIaTION. CR MT INCwt. RE 815.01 ST TPI. RE TOM OM6M >CM O Ci O MULE TO MHLO TRE Tuan 1A CORFIRNN" 0111 TPI FON Aarrlic" SPECIAL PERNANEBT INATxN6 RE ZE3 C3 n O MALE CORRECTORS ARE WE if ERA OUT. STEEL REET110 Asn OUIRLRiATt. I IMM OTOMSC IIDIUTEP. PM p p p p "u "m aaPr As ota. APPLY ClRucnRS TO EACA1 rm OF cxot0 9uOL se LATERALLY uAm NITS Psma Q TRUtt AAD OSUSS OTHELNISE LINTER OR TRIS RESIGN. POSITION LY AI110DCo PLUM 01NLTHING. BOTTOM CHORD /ALP P I N E PEA 11.01061 130, 100 R I60R1T. REs1GN STARDARDS NITS P.IOPERLY ATTACHED R111IO MUNI -- SEE C� \ O uxroRN VjxPPLICAILE r1DTg101 AF 105 6 TrI. Ct [MgMER•7 ALPINE TECNRICAL UPDAft (711194) FOR PROPER C3 \\ SEAL ON r►Ds 00ANIN0 AM tot TO TOE CISPORENT CEPICTED KAI DAYNALL APPLICATION. FURNISH A MY Or THIS CCC IR Olay. ARD SHILL NOT K ARrEO DPON 1R YY 111190 VAT. OESIM TA THE TR011 ERECTION CONTRACTOR. C3 C7 C3 C"J C3 O ti.Tvl - TAmis Purr T-RT1TNTr. RNs - 1001 NATrrdu NrneR RRT MEITIAX rOR ROnN rm T&HrTfn. R-339 W=3' R' NO.C43045 * ExV. 6309) St/7-tiF f COUN7-1 -F Sci 67 TC LL TC OL 8C OL 8C LL TOT.LO. 16.0 10.0 5.0 0.0 31.0 PSF PSF PSF PSF PSF REF 8427--90032 DATE 11/05196 ORW CAUSSL427 96310001 CA -ENG PBC CWC SEON - 93068 OUR.FAC. 1.25 FROM HD SPACING 24.0- (ERICK-WALK IN MR. & MRS. ERICKSON - TOP CHORD 2x6 FL *2 BOT CHORD 2x4 FL 11 WEBS 2x4 FL Standard -5-1/2 MONO) THIS DNG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS HFR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.S.O. RESEARCH REPORT #2949. NOTE: 8C CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD IN ACCORDANCE WITH TABLE 16-B•SPECIAL LOADS (1994 UBC). CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER MDS -91 TABLE 7.3.3. RIGHT END VERTICAL MAY HOT BE EXPOSED TO HORIZ. HIND PRESSURE. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00' o.c. IN ADDITION. A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 41 72.00" o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 6 2.5X4 (A1) - 3X40 1.5X4 1.5X4M 2.5X4= 4-3- 0- 0— -J 12-5-8 Over 2 Supports '� R-574 W-5.5° R-354 W-5.5" O (] I] CJ M L7 "IMPORTANT" SMALL EISIHEERIO PIODUCT3. It[ SMALL SOI BE RESPOISISLE to$ A d I] U cl omATIIN FROM FSIS DESI64 OL TUM SPECIPICATIOLS. DB r-1 ID Q IATLULE TO Lotto THE TRUSS 10 COKCLPAKU MITI TPI (] I] I� I] LtP1/E cCAi(rats Au NACt or Loa GUY. STEEL P4TIINO A Q Q 113 [7 4651 US? ErcEPT As Harlin. APPLY COYNECTORS TO EACB rACE ;:, TLYSS ARO DALE$$ OTHERWISE LauTto 01 THIS &E1r6O. Post? AP I N , Co11ECICA$ PER BtUtRa3 330. LSD A )6CA-P. DES[GW STAN& CARORN WAPPLICALLE PROgf1OI6 46 4D3 t TPC. AN CHOIBEE M TRU S S - _3 SEAL oW TNT$ 01"116 AfftIES TO ra CORPOJUT BIPICTED 11 IN QIY. AYD EMAIL NOT K Ltli[D WON to ANY OINIR MAY. I] I] I] L, c .-1 .--uf - pass -1 Orr CWsnrurr. Bal - I1s1 aT1aHAL WARNING TRUSSES REQUIRE EXTREME CASE IL HANDLE..% LICCTIat AE) ILACIHG. SEE 114-9) &T ttl. SEL THIS USIG EOL ADOIEIORAL 3049IAL &("ABUT BRACIA'4 L 6001MElIS. UNLESS 4TLEI0IISE INDICATE*. EO CNORD DKIL BE LATERALLY BRACAO HITS fROPI lY ATTACRED PLYWO)1 31EATHIRO. BOTTCN CNO WIN PROPERLY araCK& LIOLD CEILOG -- St ALPINE ILCBNICAL 1POATL (111/!1) PON IAaPH DIYNAL APPLICATION. r{NRNr1N A can Or Tmi 6-9.2 4 8-0-0 Ha C43845 E=p.6)49l iE LL T Ol m go 3 H hZ9i c� t•a H Z G) rf �t - --a'375" Ft. TC LL 16.0 PSF R421--78502 TC DL 10.0 PSF DATE 09/26 96 BC OL 5.0 PSF DRW CAUSR427 96270016 F BC LL 0.0 PSF CA -ENG PBC CWC TOT.LD. 31.0 PSF SEAN - 90973 ' DUR.FAC. 1.25 FROM MD SPACING 24.0" ____ TOP CHORD 20 FL -02 :T2 2x8 FL #1 BDT CHORD 2x6 FL SS: NESS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER IIDS-91 TABLE 7.3.3. RECOMMENDED CA14BER 3/8' AT MIOSPAN BETWEEN BEARINGS. THIS BOSTON HIP IS DESIGNED TO SUPPORT 4-0-0 JACKS WITH NO WEBS TO ONE FACE. CORNER SETS ARE CONVENTIONALLY FRAMED. OPPOSITE FACE TO SUPPORT 2.0-0 OF LOAD TO THE TC/BC SPLIT. IN ADDITION. THIS BOSTON HIP IS DESIGNED TO SUPPORT 2-0.0 TOP CHORD OUTLOOY,ERS. (F) NOTE: REFER TO DRAWING 3.022.656 FOR GABLE FILL DETAILS. GABLE FACE OF THIS DESIGN (ABOVE JACKS) TO SUPPORT GABLE FILL LOAO NOT 'TO EXCEED 10 PSF (STUCCO) - (A) ,IX4 'L' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH ed NAILS @ 6' O.C. BRACING MATERIAL TO BE SUPPLIED 8Y ERECTION CONTRACTOR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949, NOTE: 8C CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD IN ACCORDANCE WITH TABLE 16 -8 -SPECIAL LOADS (1994 UBC). NOTE: EXPECTED VERTICAL DEAD LOAD DEFLECTION - 0.24 °. EXPECTED VERTICAL LIVE LOAD DEFLECTION - 0.38 •, IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00' c.c. IN ADDITION, A RIGID CEILING OR 20 13 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 6 72.00' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (c-3 0 OJ LO -0-0 i 13-11_8 i 9-5-4 _I_ 4-7-�,J 28-0-0 Over 2 Supports I R=2510 N=5.5" Note: All Plates Are 1.5X4 Except As Shown. M L= o o cD r_•) a o a c-' G C3CD3G C7 C3 C3 LO r 1 C3 PIN TR U S S�r� 0 o C3 r- i 1771 r_-1 R-2510 H-5.5" cotj?v 44} P� 11R1d rAL1SR4P7 46270018 - ERJCK-WALK IN MR. S MRS. ERICKSON - T7 26' TOP CHORD 2x6 FL #2 BOT CHORD 20 FL #1 NESS 20 Ft Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD IN ACCORDANCE WITH TABLE 16 -8 -SPECIAL LOADS (1994 UBC). 5X4= THIS'[DW6 PREPARED FROM COMPUTER INPUT (LOADS Q DIMENSIONS) SUBMITTED BY TRUSS HFR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIRE14ENTS OF i.C.B.O. RESEARCH REPORT /2949. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24.00' o.c. IN ADDITION. A RIGID CEILING OR 2x4 g3 II.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED ! 72.00' o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. L. -3 -0 -Or La -3 -a -o,' - L, __ 14-0-0 I 14-0-0 _1 L-28-0-0 Over 2 Supports I I R-1024 U-5.5' C7 En C::3 C> C7 U ** IMPORTANT" "`►I"E "Ns1Rt"Rto PRDQt :rs. IN. C:3 Cn I--1 . SNAIL Dot RL RESroISEtLE EOR AI 'RAACUQi. SU 116.91 Ar TPE. SEE TRIS CESIS W. C QE91ATtoI Eton Tars tts[RR eR tats[ sraC1►tcAT1ONs. OR ►A1LCRt U INILD TRE TRUSS [N CDR►ORM ICCE MIA RI O CZ3 C= C3 ALPINE CORRECTORS ARE MOE U IDEA aLLT. 51(tl RECTM A C3 0 (7 C7 AJS3 CAI7 EXCEPT AS 0110. /O11T CONA[CTOIS To MIT FACE 0 [_ TRUSS AND IILESS OWIVISE LOCATED GX lots OISICR. RDSIT' o AL P I N G r. CwsICTOLS PER UAVIIXS 130. ISD I 1E044. CLSICN STAMM Q 00701% I/UPlI41tf T10Y[S[o�6 OT DOS N TBE. ►f tIS1YE0 U S S on 1NIS HE OMPGRIAT DEPICTED APPLtIS TO TUPOI T R - ; IiDRLT.t Am SNALLRNor or aftIEOM Mt OTS(S.VAT.I C� C� M T=1 I-1 1- ..,111 . TNNcs 11A11 111111 11. RDS - 3991 RRIIDNAL R-1024 W-5.5' )esi n Criteria: UBC 17.3V3 WARNING TRUSSES REQUIRE EXTREMI GIBE II RADoutQ. ERECTED% ARE - y 'RAACUQi. SU 116.91 Ar TPE. SEE TRIS CESIS W. C TOR A'hllumn SPECIAL PERMAYLIT DRAUNS R i, AAy� IQUIPMNTS. ONLESS O(IEtN[SE 10LCA1E0. T y� VIERS) SRALL It UTERALLT EUCED RITA PACKt7 ILT ATTACKED PLTROOD SRUTUMB, 69Tsai CS=qewc u Na 043845 nlH PROPU%V ATTACKS REGIS, CELLENS -• E_* 6104] ik IALPIIE TECK41CAL UPDATE CT/1J91) FOA * :D i" Am3CATtOu rIII1SI A cQPT a m1 QNSIRR To Ur mass nECT100 CONUACTDI, lz lam._ ate 0- 0-0-0 T7 En ED CA - 1 - - - F Scale .1875' Ft. TC LL 16.0 PSF REF R427--18503 TC DL 10.0 PSF DATE 09/26/96 BC DL 5.0 PSF DRW CAUSR427 96270017 BC LL 0.0 PSF CA -ENG PBC CWC 4 TOT.LD. 31.0 PSF SEAN - 90978 DUR.FAC. 1.25 FROM MD SPACING 24.0° _ (ERICK-WALK IN NR A MRS. ERICKSON - T8 28' GI TOP CHORD 2x6 FL 02 BOT CHORD 2x8 FL 01 WEBS 20 FL Standard CONNECTOR PLATES DESTGIIEO FOR GREEN LUMBER PER FIDS -91 TABLE 7.3.3. RECOMMENDED CONf1ECTIOX FOR 16-2.12 COMMON TRUSSES AT 24' O.C. FRAMING TO THE BOTTOM CHORD: SIMPSON LU26. SEE CATALOG'C-PT95H-1 FOR NAILING SPECIFICATIONS. (UNLESS OTHERWISE SPECIFIED, SUPPORTED MEMBERS HAVE IDENTICAL LUMBER AND MINIMUM HEEL HEIGHT OF SUPPORTING GIRDER.] IN ADDITION TO NAILING/BOLTING SCHEDULE SHOWN ABOVE. USE )-16d NAILS AS SHOWN CONCENTRATED LOAD POINTASIS RFORCE MSFER LAYERISAPPLIED AT THIS GIRDER DESIGNED TO CARRY(FRON LEFT TO RIGHT) 2-0-0 6W— FRAMING TC/BC SPLIT FOR 6-0.0. REMAINDER OF GIRDER TO SUPPORT 16-2-12 FRAMING TO THE BOTTOM CHORD. ADDITIONAL CONCENTRATED LOAD CREATED BY BEAM. 3X8 6 5X43 10X10= 6X6(A1)- THIS.DXG PREPAREO FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS HFR. 2 Complete Trusses Required E�-:-�-2 NAILING SCHEDULE: (10d Dox_nails) TOP CHORD: 1 ROW 0 16* 0.c. BOT CHORD: 1 ROW @ 9' O.C. DESS : 1 RON 43 4* o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER HAILS IN EACH ROW TO AVOID SPLITTING. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT /2949. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD IN ACCORDANCE WITH TABLE 16 -B -SPECIAL LOADS (1994 UBC). TH LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24.001 0.c. IN ADDITION, A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED Q 72.00' o.c. HOST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 3X8 2 5X4N 6X6{!ll}= X3-0-OJ (<-3-0-0J 14-0-0 1 14-0-0 _1 -- 28-0-0 Over 2 Supports =( f R-3780 N-5.5° 800# R=4502 N=5.5' 4-8-0-0 7-6 All ' m PLT TYP. Al ine Desi n Criteria: UBC 17.3v3 CA - 1 - - - F Sca'Pe =.1875° Ft. C:3 0 CZ1 =— C.l C-1 **IMPORTANT** uvIHE ENGIRntM "Ow -"s, INc TRUSSES a[pl1RE EXTREME CASE WARNING TC LL 16.0 PSF REF 8421--78505 sruL NOT RE &ESPON I E FDa 0[nATIch ssoo Tom a(sfsN D. Exist wmetEAnons. 01 A To *1011L tot. EREcnoH Ano DHAg1f. f(( HLH-n BY TVI. SEE THIS DESIG TC OL 10.0 PSF DATE 09126/96, '::3 C� C FAILURE TO WTLO TI-1TAKE IN COIOORHLBCE VETH TVI OF IDSA HALT. SnEL NTETIRS ASI 60% ADDITIONAL EPICEAL PONADENT GRACING N Oi1LENENTS. UNLESS OTN[RIEISE INDICATED. TO _ � W. t' c S A y BC DL 5.0 PSF DR4( CAUSR427 96270019 R u►INE Cevnelan AAI MAD[ mtT CONNEC(wS To EMU WE CNSLD SMALL DE LATfLALLT O.TACED Inn P1aDI v `� �^ 0.0 PSFnTt= PI N YUSS17 C� M n AM Gn; EXcEPi AS F3TED. AO MISS 091 MSE LOCATED 0 THIS DESIGN. SOSITia CONNECWS PED UAAvINSf ITN. ISO D IGOM-f. DESIGN SFANDARD EF ATTACMEO PLTW= smDugND. NOTIOR C 1n TN PRCPEALT MAE= Hyla CEILIM .- $1 . C � ftC43846 E1R 63091 iT BC LL TOT. LD. 31.0 PSF SEAN - 90983 13ExSDF NOF i -1 AM [Rf1NEW'FAIPI-'M TECNHIGL UPDATE (1/11911 fot PN09E tNTVA * DUR FAC 1..25 FROM MD Aµtl APA ES E TI a W � 0� vn �Nl INCH Oq I1� =n LTo PLIwEON.TRUSS E�ISHION A CUT It sf%� CIYi��( ��a�� ' . . SPACING v 24.0 M f� f� E-3 E+) I_J ...Tot - unsa /.[TI MSTIriEI. NOS - 199L EGn ONAL D(SEOR SPCCIfiCA ION FOR HOOD CONSTIO ATION ` D 1?�O -WALK IN MR & MRS ERICKSON - T9 16'2-3/4 MONO) THIS D1fG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x6 FL #2 BOT CHORD 20 FL fl, WEBS 2x4 FL Standard IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00' o.c. IN ADDITION. A RIGID CEILING OR Zx4 J3 11.T. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00' o.c. MUST BE PROPERLY ATTACIIED TO THE BOTTOM CHORD. CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER HOS-91 TABLE 7.3.3. (A) 114 #3 REN -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. 300 NOTE: BC CHECKED FOR 30 PSF ADDITIONAL LIVE LOAD IN ACCORDANCE WITH TABLE 16.0 -SPECIAL LOADS (1994 UDC). PROVIDE IIANGER AT LEFT REEL FOR 530.981 REACTION. 6 RIGHT END VERTICAL MAY NOT BE EXPOSED TO (A) HORIZ. WIND PRESSURE. 1.5X4 2.5X4(A1)3 2.SX4- 1.5X4N 8-i '-12 0-0 b 2.5X4¢ 16-2-12 Over 2 Supports 14 R=511 4Im3' ¢=495 W=5.5' 14 Lo k PLT T P. AlDine estgn Criterfa: UBC 17.30 CA - 1 - - - f Scale —.375" Ft. C7 C3 C3 C3 13 C7 **IMPORTANT** ALtwT lrwlNlcNEo rsaonctt. INc WARNING TAIISM IlOOLN! ESM119 CAST n" HDr a NEnmwtu roe ANT 10 o.axlw. aEtttCr AL QQOIf$S TC LL 16.0 PSF REF R427--90034 >C3 C3 M C3 amato Fit= Tit: IauN oI van sotclrlcnim. ox ANT ttaw. uE own a In. sa nits Otto , TC DL 10.0 PSF DATE 11/05196 0� C7 C3 C3 rAn= To MCO TU rats 11 CIArON1AlRt YITB TPI rol AOOMOM wwa FLIUM W nut" /E Z= C3 C3 C3 arm tcources at But N WA cur. SIM NEttING isTN Man". Onus OT EIUISE IMCATO. TOP 41 'O �. BC DL 5.0 PSF DRW CAUSR427 96310002 C1 13 C3 E3 uss WIT EscOT os nits- AMT I*McTCNs TO cm rAa Or Mw MOLL at LATENnLT Alum IrtTH PIGPCN C3 A c3 TUM AND MASS ITRIUSE LIUM a Mus OESICk. POSITION LN AFFA1CiED PLTN0 ' S ESTtIM NET" CEO" No,C43845 BC LL 0.0 PSF CA -ENG PBC CWC ALPINE P I IV E COXIM— u "N UM111a Iul- 119 t 1LUA-I. aSIW STANDANDf PIM PROPERLY ATT"M NIGID CeILING -- EEE o CDNFOIN VrAMICARt ItOT1t0Ns Y NDS S TFI. AN ENGINCEI-S ALPIM! THUN1CAL UPOATE 1/11/911 In 1`1014 * EIS 63 97 * TOT. LD . 31.0 PSF SEON - 93071 a C3 SEALON THIS (MATING 0PLIES T9 TOE UVOUNT RPICTLO NER DILUMA. MUCATTON. VANISH A COPY OF THIS Clylk ��� DUR .FAC . 1.25 FROM X10 IN DIU. AID SHALL NIT It ILUIS COGPI 10 MT OTNEN UAr. D[ftLO TO TN[ TWKS SIEttTOK «ATNuiGN- � Of CAt1`�� T SPACING 24.0' O O C3 C3 C� .,,ITA -sun: nur ANsnrorr. Ira - ionA NAnaru NtsltN svEunuTIDN rat �aeD cnnstAuxnen OICK-WALK IN PIR. & MRS. ERICKSON - [SGE] TIO 24' D TOP CHORD 2x4 FL Ql&Bet.: BOT CHORD 2x4 FL R1 WEBS 2x4 FL Stand4rd CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. CALCULATED HORIZONTAL MOVEMENT OF 0.38 " DUE TO LIVE LOAD AND 0.29 " QUE TO DEAD LOAD. (K) 2x6 FL f2 FULL BLOCK. ATTACH BLOCK TO THE TOP CHORD WITH 2X4 ALPINE PLATES @ 24'oc. THROUGHOUT PLUS REEL PLATES AS SHOWN. NOTE: THIS TRUSS IS DESIGNED TO SUPPORT 24" DUTLOOKERS AND SIDING LOAO NOT TO EXCEED 10 PSF TO ONE FACE OF TRUSS ONLY. 3X80 0-0-4 (K) 3X40 6 2X4- 7XE� -- 42.5X41 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & OIHERSIORS) SUBMITTED BY TRUSS MFR 2 Complete Trusses Required EE_-=�_-_� HAILING SCHEDULE: (IOd box_nalls) TOP CHORD: 1 RON @ 16" o.c. BOT CHORD: 1 RON @ 16" c.c. WEBS : 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS FH EACH ROW TO AVOID SPLITTING. .**LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. NOTE: EXPECTED VERTICAL DEAD LOAD DEFLECTION - 0.35 EXPECTED VERTICAL LIVE LOAD DEFLECTION - 0.46 IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00" o.c. IN ADDITION. A RIGID CEILING OR 2x4 B3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00" c.c. (K) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 3X4 - 2.5X4s 4 2X4 ------ 12-0-0— 31 ile 11-9-4 23-9-4 Over 2 Supports R-1484 W-5.5" 3X 8j R-1465 W -5.S" 0- 1 -1 o-&8-0-0 /B ------------- Y i Ln m PLT TYP. Al ine 10 Strength Desi n Criteria: UBC 17.30 CA/- Ill - - - F Sci1W /?25" Ft. O C [� C-' L, L. C3 r M I= 0 G L, CD O C� C 3 M 2 c:1M C_—A413 p C, A L P I N C .) r-� Q t I C Lam,-..) TI \ V S (] �• E 'I �.- � I *"IMPORTANT*} ALPINE [110UE[EED PROOOcTS. [Yc. $HALL HOT NE It 43S LLE roe )A DEVIATION r1tDI1IN]$ OESI" DR THESE SPECIFICATIM. DI AR ATORCI YITN TF[ FAIME TO BUILD rot TRUSS IN CCNAA A1P14L CONNECTCOS ARE IAOI Or 244 MY. SI[EL 011396 AST cc7I AS NOTED. PLY COIDIECIGS TO rue rict 0 237 ETAP YAVSS an MISS OTNERR[1[ LOCATED 0 SUSS 0[114%. POSIM CORRECTORS P1R 014/11/61 150, ISO E WWI. D[SI4\ STANDARD COHiOIM YfIPPl IC4IL[ PMDYISIOSS Or NDS B TP). " INGIRCER' S!a ON IN IS 0LMin APPLIES TO TME C0707YENT DEPICTED 3o ONLY. AW SOILL NOT PI ►ELIEO UPON 11 ART DTNIA DLT. WARNING uos1ES MOU1RE WALKE CARE IN HAe6 M. EPICnou 00 nRCIHO. SEE 11ID•91 or SP1. SEE YWIS DESI r0[ A00[SIONAI SPECIAL PERMANENT IAACIND N OUIRENEM. UNLESS OTNIMSE 15DIC41ED. T CNORD EMAIL NE LATERALLY BRACED WITH PROPS a ATTAINED PLNV040 Stl14TH1116, M0TT0N CNCR Y1TY PROPEILY AITACAEO [1610 CE111N0 •• SE MRS N'EODTKAL UPOATF ET/t/111 TOM PRCPE 91TNALL 4PPL[CATIOU. /0[NISI ACOPY W TM OSTEON TO IN TRUSS IP[CTTON COVILACTW. � W. (� y y�\ q y � � . No.C43B45 * Era 6309% �r _/ a n� w��.t � _ 'r` OG_E,�.\10 TC LL 16.0 PSF TC OL 10.0. PSF BC OL 5.0 PSF 8C LL 0.0 PSF TOT . L D . 31.0 PSF REF R427--78508 DATE 09126/96 DRW CAUSR427 96270023 � CA -ENG PBC/CWC G S E Q N - 26640 � t' DVR,. FAC. 1.25 IA FROM L•ID SPACING 24.0' ...T"I Tu t s1ATr 1►111IarP_ AOS - 1991 XMI0HIL OEYIBN SPCCIrICATIOR FOP WOOD Co011PUCTIO!_ (ERICK-WALK IN HR. A N TOP 9HORO 2x6 FL 42 BOT CHORD 2x4,FL AL WEBS 2x4 FL Standard ERICKSON - T11 24' SCISS THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.8.0. RESEARCH REPORT #2949. CONNECTOR PLATES DESIGNED FOR GREEN LGMOER PER NDS -91 TABLE i.3.3. CALCULATED HORIZONTAL MOVEMENT OF 0.16 " DUE TO LIVE LOAD AND 0.15 " DUE TO DEAD LOAD. SX4= 1N LIEU Of RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24.00" O.C. IN ADOITiOH. A RIGID CEILING OR 2x4 13 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED Q 72.00' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 1}a --12-0-0 11-9.4- 23-9-4 1-9.4 23-9-4 Over 2 Supports R-737 W-5.5' Rm737 W=5.5" 0-7-12,B-0-0 &144 lot, 4 ;kv PLT TYp. Al ine Design Criteria: UBC 17.3v3 CA - 1 - - - F Sc •e =.2S' IFt. C3 r, o O [zi n **IMPORTANT** WIVE EeGINtItE0I'MULTS.INC.WARNING [0.055[SAEOU[RtE&ECTICCAND [H[CT[G1I AND TC LL 16.0 PSF REF 8427--78507 � Q•` c-}_ SUM NOT Rt AESPOASIHI FOR A>< IH HANCi[NG, C3 IRON TO[$ OESIGH CR INISI SPEC[FICATIORs. of tlCleG. SEE NIR -91 B1 TPI. 3E[ THIS OIS1R TC DL 10.0 PSF DATE 09126/96 O C3 Cj OETIAIION L-3 rA[U.R[ TO BUILD IS[ 12057 IS C.ORIVINANCG PITH TPI FOR AODITJONAL SPECIAL PERNARTNT DR41XZ R �• C y �y BC DL 5.0 PSF DRW CAUSR427 96270021 p ALPIATf CONNEttt1t Ai[ NAGE Oi LORI OAL9. REEL MEET IN. AM QUIREMBYS. MISS WWI= 1NDI UitO, TO Ca Atli 6%37 UMI AS NOTED. AIPLT COINECTOAS TO EAC" rattNORO SNILL RE LATtRuIT e9INID RITN FAOP[ ,O _ �^ BC LL 0.0 PSF CA -ENG PBC / CWC E=1 O p A L P I N E=l WAS AND UNLESS OTHERRISE EOCATED 00 TNIS DESIGN. FOSITI 9 ATTACHER KIMONO SIDIATHELS. ROTTON END R �a COf7RpORS PER 0JANIHRs 131.150 • L60Ad. DESIGN STAND TO RADPEILT ATW90 RIGID CEILING -- SE , us qG C,A Np,C43845 61097 TOT. L D . 31 .0 PSF N SEAN - 90987 o tDlooAx Y/APPIfCtel[ PROlIS1eHS or RDS 1 TPI. AN, trimm, Plitt T[CNYICAL RPDA9t omm FCR ►ROPE �' * ETp. OUR 1 . 25 FROM MD O TRUSS L- SI L'ON.THIS TO TOE C IVNOANTTO/F(R WY.U0 OEs ILL A ICTHOS3 EIFURNEW AOEDPR of Tel �l C(�1t �,, .FAC . lCAM DOJPNEIES �tF LA0 SPACING 24.0" [� fl I�� `� •--Til - TRUSS PLATE IRSIIIUTI. ADS - 1991 A71110NAL CISIGN 511CIt[CAq DN ICA IW00 CORSTRRCIIOR Topchor•9e aa' a.re lat wal.y braced can buckle togetherarcl cause sol a.pee Ilthere Is no diago- nal bracler,. Diagand b iago- nalbracle5..Diagandb adingshouldbenailed to the un le adds of _he op chord when purlins are attached to the lopaW) of the top chord. =45° DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord All lateral braces Lateral Brace lapped at least 2 Required trusses. �- 10' or Greater of 3 Attachm Requirec AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A up to 2V i 2.5 7' 17 12 Over 2S' - t2' i 3.0 1 6' 9 6 Over 42' - 60' 3.0 1 5' 5 3 Over W See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continu_•us Tod, i_ hard Lateran Brace � All lateral braces Require_ lapped at least 2 trusses. 10'o- Grea0i Attachmert t Requ�r_d —` 2g•o �ess =45° Frame 3 v Top chorda that are laterally braced can buckle yyQF� togetherandcause collapse ifthereisnodiago- nal bracing. Diagonal bracing should be nailed Irl to the underside of the top chord when purlins are attached to the topside of the top chord. 12 ---1 4 or greater UD to 32' 1 4/12 15' 20 15 Over 32'- 48' 4/12 15' 10 1 7 Over 48'- 60' 4/12 1 15' 1 6 1 4 Over 60' 1 See a reaistered professional enaineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir All lateral braces lapped at least 2 trusses. Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A u Cross bracing repeated at each end of the buildi.ig and at 20' Intervals. lAWARNING: Do not attach cables, chains, or I hooks to the web members. Tag Line 760°� or less Approximately Approximately Tag 1/2 truss length '/z truss length Line Truss spans less than 30'. Liftii Spreader Bar Toe In Spreader Bar Toe In Approximately '/z to 3h truss length Less than or equal to 60' Toe In Tag Line 1AWAR VING: Do not lift -singletrusses with spans greater than 30' by the peak. 0 the truss top chord with a closed-loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and ternpo- .rary bracing Is installed. Less tnan or equal to eu- Tag Line Strcr•c erFa Spl�ader6at 10, i, Approximately_ h V3 to 3/, truss lengt.i / Greater than 60' Tag /J Line 3tongbacki 3preaderBar At or above mid -height Tag r Line CAUTION: Temporary bracing shown in this summary sheet is adequate for the installation of trusses with similar configurations. Consult a registered professional engineer if a different bracing arrangement is desired. The engineer may design bracing in accordance with TPI's Recommended Design Specification for Temporary Bracing of Metal (Plate Connected Wood Trusses, DSB-89, and in some cases determine that a wider spacing is possible. Typical horizontal tie n.e.nber with multiple atakes (HT) Frame 2 "ruse of braced oup of trusaea (EB) I Continuous 1J2X4/2k*&!Nl?APAP. CHORD: TRUSS TOP CHORD Lateral Bract TOP CHORD DIAGONAL BRACE I MINIMUM LATERAL BRACE ,SPACING SPAN DEPTH SPACING(LBs) #trusses nal bracing. Diagonal bracing should be nailed SP/DF::. SPF/:H:f Up to 32' 30" 8' 16 10 Over 32' - 48' 42" 6' 6 4 Over 48'- 60' 48" 5'1 4 2 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 0 kL The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. gL ; Continuous 1J2X4/2k*&!Nl?APAP. CHORD: TRUSS Top chord Lateral Bract Required Top chords that are laterally braced can buckle togetherand cause collapse if there is no diago. 10* nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. All al I braces lapped at least two trusses. End diagonals ra e- s%nnntt al for stability and must be dup _on both ends of the truss system. .'= 45° Affachmer Required 10 2pYDes) 14a _spFlNF0 2' o c. `e69 g2 01 AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Top chords that are laterally braced can buckle tiogethe rand cause collapse if there is no diago- nalbracing; Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. All lateral braces lapped at least two End diagonals are essenitial for stability and must be dupiidat% both ends of the truss system. Is r30, (08s) usses @ 2' D.C. / —450 Frame 5 30" or greater Continuous Top Chord Lateral Brace Required 10' or Greater Attachment Required - f — 31A" Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. A WARNING: Failure t�follow these recommendations could result In I severe personal injury or damage to trusses or buildings. A PLUMB Truss Depth D(in) Lesser of D/50 or 2" Maximum Plumb Misplacement Line INSTALLATION TOLERANCES i T ±1/4, I T L(in) .............. 50" i2'. 1/4" 1 24'. 1/2" 2' 36'. 3/4" 3' 48" 1 V 4 60" 1-1/4" 5' 72" 1-1/2" 6' 84--- 1-3/4" 7' 96" 2" 81 108" 2" 91 i T ±1/4, I T L(in) .............. 50" 1/4" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' Length L(in) Lesser of L/200 or Z' BOW L(in) Lesser a- L/2001oi 2! 1Y 200" 1 116.7- 250" 1-1 /4" 20.8' 300" 1-1/2" 25-.0' OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should A WARNING: Do not cut r trusses. construction loads of any descr ption t -e placed' A on unbraced trusses. Frame 6 This safety alert symbol 's used to attract your attention! PERSONAL SAFETY IS INVOLVED! When you see this symbol - BECOME A_ERT - HEED ITS MESSAGE. CAUTION: A CAUTION identifies safe operating A practices or indicates unsafe conditions that could Jresult in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES Itis the responsibilitvofthe installer(builder. buildirocontractor.licensed contractor, erector or erection contractor) to unload, store. handle, install and brace metal plate connected wood trusses to protect life any property, The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendabons to be interpreted as superior to the project Architect's or Engineer's design specification: for handling, installing and bracing wood trusses for a particular roof or flcor. These recommendations are based upon the collective experience of leading technical personnel in the wood CAUTION: The builder, buildingcontractor, licensed contractor, erector or erection contractor is advised Ato obtain and read the entire booklet "Commentary and Recommendations for Handling, Installing & Bracing Metal Plate Connected Wood Trusses, HIB - 91" from the Truss Plate Institute. DANGER: A DANGER designates a concition where failure to follow instructions or heed warn- ing will most likely result in serious personal injury or death or damage to structufes. AWARNING: A WARNING describes a condition where failuretofollow instructions could result in severe personal injury or damage to structt:res. TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608)833-5900 truss industry, but .must, due to the nature of responsibilities invoved, be presented as a guidefor the use of a qualified building designer or installer. Thus, the Truss Plate Institute, Inc. expressly disclaims any responsibility for ca.mages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright © by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permissicn of the publisher. Printed in the Unitec States of America. CAUTION: Alltemporary bracing should be no less than 2x4 grade marked lumber. All connections Ashould be made with minimum of 2-16d nails. All trusses assumed 2' on -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. ;TRUS$;STORAGE CAUTION: Trusses should notbe unloaded on rough terrain or un- even surfaces which could cause damage to the truss. ACAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateral bending and lessen moisture gain_ A WARNING: Do not break banding until installation begins. Care should be exercised in banding re- Jto avoid shifting of individual trusses. JAWARNING: Do not lift bundled trusses by the bands. Do not use damaged trusses. 1A CAUTION: Trusses stored vertically should be braced to prevent toppling or tipping. ADANGER: Do not store bundles upright unless properly braced. Do not break bands until bundles are placed in a stable horizontal position. ADANGER: Walking on trusses which are lying flat is, extremely dangerous and should be strictly prohibited. Frame " In STRUCTURAL.. CALCULATIONS Date: 57: Plumwood CT. Chico.. Ca. 95928 BUS/Fax (916)` 343-0500; Prepared By n 4ROF ESS,. No. C45457 rm EXP. IZ-31 58 . s��lF CIVIL �F CA L1�OR COUNTY OW_�,Q . r'PARTM, �acduaoct 5ugureenuccy �joaauetcuct¢ /J Project: Job No. q6D-88 Sheet / of 1 /oA- AtyisTfN>ACC Designed By: CCS} Checked By: 7 Thr -r- 7-1 _�-L A l T, 1 -T •1 1 -� - w� 434-5-@-ZiOd; I -I _ fit 1 f-;-Lj Ta 5e' Tl♦ A +- r A;. i �-_-L♦r-LaLy;- I'} -y * I !I -- t _ +-. alXl►ilL1 I` _I U tl _ .. �'(3�-�;_ 1 �SQiLTI.orJ ` � _ t��► � ��G rr.1T� � -; .. _ ... _ _ _ - _ _ �. ti -8 F'c . r f 45N! ' 1 ..-.�.Y i -_,,I-. - ��.. 1� .1_i�' - -�71; " -t- AL -L: HOLDOWNS aHAL-L BE PLACED AT. fi~ EACH[END;®F-'PA6;EL,'AND'INSTALLED PER'IMAWFACTURERIS SPECIFICATIONS ' %I — 1;.,�c.rx�� _ -!- I -a + i 1 (_ i i i 1 I i i i i 1-i�i i�- f_r. !_�; r 57 Plumwood:•Court Chico, CA 95928 Bus /FAX (916) 343-0500 1 .�'advt¢occ �irgtciee�rcctg. �jocrauFtacct¢ Project: Job No. gl lP) 5heet L of Designed By: Cc- Checked By: Date:!,e 1 , j r • � �� IST �-� !-'-r � rel . - 1 t-• � 1 r t , i • � .! q:D_Z.fZr I + t • Tj I TT 1 IS ofL + r j /looms LF' i. 3¢� �_ � �- - w��_ �T3-% ..L3d'S�� �'Z- L.oc•-Sr' f I f 1 4—, - T _ _ t1 J - v ' 1 GDi)L. FIJJ �'$C OGrCc�1)i 57 Flumwood Court Chico, CA 95928 Bus / FAX (916) 545-0500 /J Project: IV-lCKt�otj 5 Job No. 16098 Sheet 3 of -L-7 c�r �U65TPcPl��•G Designed By: �'C/� Checked By: Date: -�.:r G7, t�� �tl. r ��Or�Q: i"'i -'�_i - _1.�.j_{I._'� j . ..- I-• 1-;.-;-` Y_ +-.. ., .. } - i .. t _ �t • I _ r t _ - -I I I 92 $� t - f -rte'-- r ; _ : _ I _ I _ ' :. , � ; �— � t � , • , a __ _ , _ . 411.I -TA -Zn -,f �_� _ Gol e. i. J I I « t a 1. t t _. j_T_ tl _ r t _ - -I I I 92 $� t - f -rte'-- r ; _ : _ I _ I _ ' :. , � ; �— � t � , • , a __ _ , _ . 411.I -TA -Zn -,f �_� _ Gol e. i. J I I « 57 Plumwood Court Chico, CA 95928 Bus / FAX (916) 343-0500 t a t t _. 57 Plumwood Court Chico, CA 95928 Bus / FAX (916) 343-0500 n S n 0 C� Y C31 N Qp KD -,q m Cb :s C) Co � L 71 KD C . U n S co O Z O 0 �o. t) CP CU S CO CD C"F N b Project: Job No. Sheet Sof Z Designed By: CCA' Checked By: Date: -1-H } 4-+'. -�- + � �y46 , . � . �� _.._ --- :: 4 ,- - : ,-•: r : , . . ; ` • r AS {I- Il_1•- a »�I_�. . r I ZL � �y46 , . � . �� _.._ --- :: 4 ,- - : ,-•: r : , . . ; ` • r AS {I- Il_1•- a »�I_�. . r 4,41, .41 1-4 14 ILL t- 57 Plumwood Court Chico, CA 95928 Bus / FAX (916) 545-0500 n Project: _MCV:C QAJ Job No. 9Lbf)£> Sheet of -19 J. 4tgOi57A PAC6 Designed By: C'GA- Checked By: Date: (: IT �r i I I QUSS -D�$ 1Lt'►�� � �- AC�� -(�12.�SS �c52. I I QUSS Z�tr�5, et ��--rrtt l,wµ- , ... } .� , .., . i �_ + I ;--r--•—+J� _i _!_;� ! —� � �- _ +- �� .ice j , ... + ., 57 Plumwood Court Chico, CA 95928 Bus / FAX (916) 545-0500 Multi -Loaded Beam [94 UBC (91 NDS)] Ver. 3.06 By: CARL ANDERSON, ANDERSON ENGINEERING CONSLTS on: 06-21-1996 Project: ERICK Location: KITCHEN Beam'Data: Span: Maximum Unbraced Span: Live Load Duration Factor: Live Load Deflect. Criteria: Total Load Deflect. Criteria: Camber Adjustment Factor: Uniform Load: Live Load: Dead Load: Beam Self Weight: Total Load: Concentrated Load P(1): Live Load: Dead Load: Total Load: Location: Properties For: 24F -V4- VISUALLY GRADED WESTERN SPECIES Bending. Stress: Shear Stress: Modulus of Elasticity: Stress Perpendicular to Grain: Adjusted Properties Fb' (Tension): Adjustment Factors: Cd=1.25 C1=1.00 Cv=0.98 Fv' : Adjustment Factors: Cd=1.25 Design Requirements: Maximum Moment: Shear (@ d from beam end): Comparisons With Required Sections: Section Modulus: Area: Moment of Inertia: L= 20.0 FT Lu= 0.0 FT LDF = 1.25 L/ 360 L/ 240 CAF= 1.5 X DLD ULL= 96 PLF UDL= 60 PLF BSW= 19 PLF UTL= 175 PLF P(1)LL= 3440 LBS P(1)DL= 2150 LBS P(1)TL= 5590 LBS X(1)= 10.0 FT Fb= 2400 PSI Fv= 190 PSI Ex= 1800000 PSI Ey= 1600000 PSI Fc_perp= 650 PSI Section_ Adequate By 14% Controlling Factor: Moment of Inertia Deflections: Dead Load: 'Live Load: Total Load: End Reactions(Left Side): Live Load: Dead Load: Total Load: End Reactions(Right Side): Fb' = 2948 PSI Fv' = 238 PSI M = 36684 FT LB @ 10.00 FT V = 4324 LBS Sreq = 150 IN3 S= 192 IN3 Areq= 28 IN2 A= 76 IN2 Ireq= 1244 IN4 I= 1441 IN4 DLD = 0.35 IN LLD= 0.52 IN = L/466 TLD = 0.86 IN = L/278 LL LR= 2680 LBS DL LR= 1862 LBS TL LR= 4542 LBS Live Load: LL RR= 2680 LBS Dead Load: DL RR= 1862 LBS Total Load: TL RR= 4542 LBS Bearing Length Regd.(Left) : LBL= 1.36 IN Bearing Length Regd.(Right): RBL= 1.36 IN Camber Reqd.: C= 0.52 IN Summary: 5.125 x 15.00 24F -V4 - VISUALLY GRADED WESTERN SPECIES - Dry Use Multi -Loaded Beam [94 UBC (91 NDS)] Ver. 3.06 By: CARL ANDERSON, ANDERSON ENGINEERING CONSLTS on: 06-21-1996 Project: ERICK Location: MBR. RAFTER Beam Data: Span: Maximum Unbraced Span: Live Load Duration Factor: Live Load Deflect. Criteria: Total Load Deflect. Criteria: Uniform Load: Live Load: Dead Load: Beam Self Weight: Total Load: Concentrated Load P(1): Live Load: Dead Load: Total Load: Location: Properties For: fit- DOUGLAS FIR -LARCH Bending Stress: Shear Stress: Modulus of Elasticity: Stress Perpendicular to Grain: Adjusted Properties Fb' (Tension): Adjustment Factors: Cd=1.25 C1=1.00 Fv' Adjustment Factors: Cd=1.25 Design Requirements: Maximum Moment: Shear (@ d from beam end): Comparisons With Required Sections: Section Modulus: Area: Moment of Inertia: Section Adequate By 17 % Controlling Factor: Section Modulus Deflections: Dead Load: Live Load: Total Load: End Reactions(Left Side): Live Load: Dead Load: Total Load: End Reactions(Right Side): Live Load: Dead Load: Total Load: Bearing Length Regd.(Left) Bearing Length Regd.(Right): Summary: 1.50 x 11.25 #2 -,DOUGLAS FIR -LARCH - Dry Use L= 16.0 FT Lu= 0.0 FT LDF= 1.25 IN2 L/ 360 IN2 L/ 240 IN4 ULL= 36 PLF UDL= 20 PLF BSW = 4 PLF UTL= 60 PLF P(I)LL= 80 LBS P(1)DL= 40 LBS P(1)TL= 120 LBS X(1)= 8.0 FT Fb= 875 PSI Fv= 95 PSI E= 1600000 PSI Fc_perp= 625 PSI Fb'= 1094 PSI Fv' = 119 PSI M = 2403 FT LB @ 8.00 FT V = 484 LBS Sreq= 27 IN3 S= 31 IN3 Areq= 7 IN2 A= 16 IN2 Ireq= 84 IN4 I= 177 IN4 DLD= 0.15 IN LLD= 0.23 IN = L/843 TLD= 0.37 IN = L/514 LL LR= 328 LBS DL LR= 213 LBS TL LR= 541 LBS LL RR= 328 LBS DL RR= 213 LBS TL RR= 541 LBS LBL= 0.58 IN RBL= 0.58 IN Combination Roof and Floor Beam [94 UBC (91 NDS)] Ver. 3.06 By: CARL ANDERSON, ANDERSON ENGINEERING CONSLTS on: 06-21-1996 Project: ERICK Location: GARAGE BM #1 Beam Data: Span: Maximum Unbraced Span: Live Load Deflect. Criteria: Total Load Deflect. Criteria: Camber Adjustment Factor: Roof Loading: Live Load: Dead Load: Roof Rafter Tributary Width: Roof Duration Factor: Floor.Loading: Code Live Load: Floor Dead Load: Floor Joist Tributary Width: Floor Duration Factor: Wall Load: Beam Loads: Roof Live Load: Floor Live Load: Beam Self Weight: Beam Total Dead Load: Total Maximum Load: Controlling Total Design Load: Properties For: 24F -V4 - VISUALLY GRADED WESTERN SPECIES Bending Stress: Shear Stress: Modulus of Elasticity: Stress Perpendicular to Grain: Adjusted Properties Fb' (Tension): Adjustment Factors: Cd=1.25 C1=1.00 Cv=0.95 Fv' : L= 21.5 FT Lu= .0 FT L/ 480 L/ 360 CAF= 1.0 X DLD RCLL= 16 PSF RFDL= 10 PSF RTW = 14.0 FT RDF = 1.25 FT LB FCLL= 40 PSF FDL= 10 PSF FTW = 5.5 FT FDF = 1.00 IN3 WL= 56 PLF RFLL= 224 PLF FLL= 220 PLF BSW= 24 PLF TDL= 275 PLF TML= 719 PLF CTL= 719 PLF Fb= 2400 PSI Fv= 190 PSI Ex= 1800000 PSI Ey= 1600000 PSI Fc_perp= 650 PSI Fb' = 2851 PSI Fv' = 238 PSI Adjustment Factors: Cd=1.25 Design Requirements: Maximum Moment: M= 41562 FT LB Shear (a d from beam end): V = 6564 LBS Comparisons With Required Sections: Section Modulus: Sreq= 175 IN3 S= 324 IN3 Area: Areq= 42 IN2 A = 99 IN2 Moment of Inertia: Ireq= 2681 IN4 I= 3166 IN4 Section Adequate By: 15% Controlling Factor: Moment of Inertia Deflections: Dead Load: DLD= 0.23 IN Live Load: LLD = 0.37 IN = L/689 Total Load: TLD= 0.61 IN = L/425 Reactions (Each End): Live Load: LL= 4773 LBS Dead Load: DL= 2959 LBS Total Load: TL= 7732 LBS Bearing Length Reqd.: BL= 2.32 IN Camber Regd.: C= .23 IN Summary: 5.125 x 19.50 24F -V4 - VISUALLY GRADED WESTERN SPECIES - Dry Use Multi -Loaded Beam [94 UBC (91 NDS)] Ver. 3.06 By: CARL ANDERSON, ANDERSON ENGINEERING CONSLTS on: 06-21-1996 Project: CAICK Location: GARAGE BM #2 Beam Data: Span: L= 12.0 FT Maximum Unbraced Span: Lu= 0.0 FT Live Load Duration Factor: LDF= 1.25 Live Load Deflect. Criteria: L/ 480 Total Load Deflect. Criteria: L/ 360 Camber Adjustment Factor: CAF= 1.5 X DLD Uniform Load: Live, Load: ULL= 48 PLF Dead Load: UDL= 30 PLF Beam Self Weight:. BSW = 10 PLF Total Load: UTL= 88 PLF Concentrated Load P(1): Live Load: P(I)LL= 4773 LBS Dead Load: P(1)DL= 2959 LBS Total Load: P(1)TL= 7732 LBS Location: X(1)= 4.0 FT Properties For: 24F -V4- VISUALLY GRADED WESTERN SPECIES Bending Stress: Fb= 2400 PSI Shear Stress: Fv= 190 PSI Modulus of Elasticity: Ex= 1800000 PSI Ey= 1600000 PSI Stress Perpendicular to Grain: Fc 650 PSI Adjusted Adjusted Properties Fb' (Tension): Fb' = 3000 PSI Adjustment Factors: Cd=1.25 C1=1.00 Fv': Fv' = 238 PSI Adjustment Factors: Cd=1.25 Design Requirements: Maximum Moment: M= 22029 FT LB @ 4.00 FT Shear (@ d from beam end): V= 5585 LBS Comparisons With Required Sections: Section Modulus: Sreq= 89 IN3 S= 94 IN3 Area: Areq= 36 IN2 A= 42 IN2 Moment of Inertia: Ireq= 632 IN4 I= 640 IN4 Section Adequate By 1 % Controlling Factor: Moment of Inertia Deflections: Dead Load: DLD= 0.15 IN Live Load: LLD= 0.24 IN = L/598 Total Load: TLD= 0.39 IN = L/365 End Reactions(Left Side): Live Load: LL LR= 3470 LBS Dead Load: DL LR= 2214 LBS Total Load: TL LR= 5684 LBS End Reactions(Right Side): Live Load: LL RR= 1879 LBS Dead Load: DL RR= 1228 LBS Total Load: TL RR= 3107 LBS Bearing Length Regd.(Left) : LBL= 2.80 IN Bearing Length Regd.(Right): RBL= 1.53 IN Camber Reqd.: C= 0.23 IN Summary: 3.125 x 13.50 24F -V4 - VISUALLY GRADED WESTERN SPECIES - Dry Use k5�" 6 -2-4F-48 kr- Lop -r i o v ou5 � �q Multi -Loaded Beam [94 UBC (91 NDS)] Ver. 3.06 By: CARL ANDERSON, ANDERSON ENGINEERING CONSLTS on: 06-21-1996 Project: ERICK Location: GARAGE HEADER Beam Data: Span: Maximum Unbraced Span: Live Load Duration Factor: Live Load Deflect. Criteria: Total Load Deflect. Criteria: Uniform Load: Live Load: Dead Load: Beam Self Weight: Total Load: Concentrated Load P(1): Live Load: Dead Load: Total Load: Location: Properties For: #1- DOUGLAS FIR -LARCH Bending Stress: Shear Stress: Modulus of Elasticity: Stress Perpendicular to Grain: Adjusted Properties Fb' (Tension): Adjustment Factors: Cd=1.25 C1=1.00 Fv' : Adjustment Factors: Cd=1.25 Design Requirements: Maximum Moment: Shear (@ d from beam end): Comparisons With Required Sections: Section Modulus: Area: Moment of Inertia: Section Adequate By 22% Controlling Factor: Section Modulus Deflections: Dead Load: Live Load: Total Load: End Reactions(Left Side): Live Load: Dead Load: Total Load: End Reactions(Right Side): Live Load: Dead Load: Total Load: Bearing Length Regd.(Left) Bearing Length Regd.(Right): Summary: 5.50 x 11.25 #1 - DOUGLAS FIR -LARCH - Dry Use L= 16.0 FT Lu= 0.0 FT LDF = 1.25 IN2 L/ 360 IN2 L/ 240 IN4 ULL= 96 PLF UDL= 60 PLF BSW= 15 PLF UTL= 171 PLF P(I)LL= 1750 LBS P(1)DL= 1100 LBS P(1)TL= 2850 LBS X(1)= 4.0 FT Fb= 1350 PSI Fv= 85 PSI E= 1600000 PSI Fc_perp= 625 PSI Fb'= 1687 PSI Fv' = 106 PSI M = 12655 FT LB @ 4.00 FT V = 3345 LBS Sreq = 90 IN3 S= 116 IN3 Areq= 48 IN2 A= 61 IN2 Ireq = 425 IN4 I= 652 IN4 DLD= 0.21 IN LLD= 0.31 IN = L/625 TLD= 0.52 IN = L/369 LL LR= 2081 LBS DL LR= 1425 LBS TL LR= 3506 LBS LL RR= 1206 LBS DL RR= 875 LBS TL RR= 2081 LBS LBL = 1.02 IN RBL= 0.61 IN Multi -Loaded Beam [94 UBC (91 NDS)] Ver. 3.06 By: CARL ANDERSON, ANDERSON ENGINEERING CONSLTS on: 06-21-1996 Project: ERICK Location: HIP AT PATIO Beam Data: Span: L= 24.0 FT Maximum Unbraced Span: Lu= 0.0 FT Live Load Duration Factor: LDF= 1.25 Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: L/ 240 Camber Adjustment Factor: CAF= 1.5 X DLD Uniform Load: Live Load: ULL= 0 PLF Dead Load: UDL= 0 PLF Beam Self Weight: BSW = 10 PLF Total Load: UTL= 10 PLF Concentrated Load P(1): Live Load: P(I)LL= 2112 LBS Dead Load: P(1)DL= 792 LBS Total Load: P(1)TL= 2904 LBS Location: X(l) = 16.0 FT Properties For: 24F -V4- VISUALLY GRADED WESTERN SPECIES Bending Stress: Fb= 2400 PSI Shear Stress: Fv= 190 PSI Modulus of Elasticity: Ex= 1800000 PSI Ey= 1600000 PSI Stress Perpendicular to Grain: Fc --Perp = 650 PSI Adjusted Properties Fb' (Tension): Fb' = 3000 PSI Adjustment Factors: Cd=1.25 C1=1.00 Fv' : Fv' = 238 PSI Adjustment Factors: Cd=1.25 Design Requirements: Maximum Moment: M= 16143 FT LB 16.00 FT Shear (@ d from beam end): V= 2048 LBS Comparisons With Required Sections: Section Modulus: Sreq= 65 IN3 S = 94 IN3 Area: Areq= 13 IN2 A = 42 IN2 Moment of Inertia: Ireq= 628 IN4 I = 640 IN4 Section Adequate By 2% Controlling Factor: Moment of Inertia Deflections: Dead Load: DLD = 0.36 IN Live Load: LLD= 0.78 IN = L/367 Total Load: TLD= 1.14 IN = L/252 End Reactions(Left Side): Live Load: LL LR= 704 LBS Dead Load: DL LR= 387 LBS Total Load: TL LR= 1091 LBS End Reactions(Right Side): Live Load: LL RR= 1408 LBS Dead Load: DL RR= 651 LBS Total Load: TL RR= 2059 LBS Bearing Length Regd.(Left) : LBL= 0.54 IN Bearing Length Regd.(Right): RBL= 1.01 IN Camber Reqd.: C= 0.54 IN Summary: 3.125 x 13.50 24F -V4 - VISUALLY GRADED WESTERN SPECIES - Dry Use 1:Vf I Roof Beam [94 UBC (91 NDS)] Ver. 3.06 By: CARL ANDERSON, ANDERSON ENGINEERING CONSLTS on: 06-21-1996 Project: ERICK Location: PATIO HIP JACK BEAM Beam Data: Span: L= 16.0 FT Maximum Unbraced Span: Lu= .0 FT Pitch Of Roof: RP= 6.00 :12 Live Load Deflect. Criteria: L/ 240 Total Load Deflect. Criteria: L/ 180 Camber Adjustment Factor: CAF= 1.5 X DLD Beam Loading: Live Load: RCLL= 16 PSF Roof Loaded Area: RLA= 96 SF Area Adjusted For Roof Pitch: RLAadj= 107 SF Roof Live Load Method: 1 Side One: Roof Dead Load: RDL(1)= 6 PSF Roof Rafter Tributary Width: RTW(l) = 3.0 FT Side Two: Roof Dead Load: RDL(2)= 6 PSF Roof Rafter Tributary Width: RTW(2)= 3.0 FT Roof Duration Factor: RDF= 1.25 Slope Adjusted Lengths and Loads: Adjusted Beam Length: Ladj = 16.0 FT Beam Live Load W/ Slope Red'n: BLL= 96 PLF Beam Self Weight: BSW = 10 PLF Beam Total Dead Load: TDL= 51 PLF Total Maximum Load: TML= 147 PLF Controlling Total Design Load: CTL= 147 PLF Properties For: 24F -V4- VISUALLY GRADED WESTERN SPECIES Bending Stress: Fb= 2400 PSI Shear Stress: Fv= 190 PSI Modulus of Elasticity: Ex= 1800000 PSI Ey= 1600000 PSI Stress Perpendicular to Grain: Fc _p 650 PSI Adjusted Properties _perp Fb' (Tension): Fb' = 3000 PSI Adjustment Factors:. Cd=1.25 C1=1.00 Fv' : Fv' = 238 PSI Adjustment Factors: Cd=1.25 Design Requirements: Maximum Moment: M= 4688 FT LB Shear (@ d from beam end): V= 1007 LBS Comparisons With Required Sections: Section Modulus: Sreq= 19 IN3 S = 94 IN3 .Area: Areq= 7 IN2 A = 42 IN2 Moment of Inertia: Ireq= 113 IN4 I= 640 IN4 Section Adequate By: 80 % Controlling Factor: Section Modulus Deflections: Dead Load: DLD= 0.06 IN Live Load: LLD= 0.12 IN = L/1564 Total Load: TLD= 0.19 IN = L/1025 Reactions (Each End): Live Load: LL= 768 LBS Dead Load: DL= 404 LBS Total Load: TL= 1172 LBS Bearing Length Reqd.: BL= .58 IN Camber Reqd.: C= .10 IN Summary: 3.125 x 13.50 24F -V4 - VISUALLY GRADED WESTERN SPECIES - Dry Use Multi -Loaded Beam [94 UBC (91 NDS)] Ver. 3.06 Data: By: CARL ANDERSON, ANDERSON ENGINEERING CONSLTS on: 06-21-1996 Beam Da: Project: aLocation: PATIO BM #2 Span: " Maximum Unbraced Span: Live Load Duration Factor: Live Load Deflect. Criteria: "Total Load Deflect. Criteria: Uniform Load: Live Load: Dead Load: Beam Self Weight: Total Load: Concentrated Load P(1): Live Load: Dead Load: Total Load: Location: Properties For: #2- DOUGLAS FIR -LARCH Bending Stress: Shear Stress: Modulus of Elasticity: Stress Perpendicular to Grain: Adjusted Properties Fb' (Tension): Adjustment Factors: " Cd =1.25 C1=1.00 Fv' : Adjustment Factors: Cd=1.25 Design Requirements: Maximum Moment: Shear (@ d from beam end): Comparisons With Required Sections: Section Modulus: Area: Moment of Inertia: Section Adequate By 54% Controlling Factor: Section Modulus Deflections: Dead Load: Live Load: Total Load: End Reactions(Left Side): Live Load: Dead Load: Total Load: End Reactions(Right Side): Live Load: Dead Load:" Total Load: Bearing Length Regd.(Left) Bearing Length Regd.(Right): Summary: 5.50 x 11.25 #2 - DOUGLAS FIR -LARCH - Dry Use L= 11.0 FT Lu= 0.0 FT LDF= 1.25 IN2 L/ 360 IN2 L/ 240 IN4 ULL= 0 PLF UDL= 0 PLF BSW = 15 PLF UTL= 15 PLF P(1)LL= 1056 LBS P(1)DL= 622 LBS P(1)TL= 1678 LBS X(1)= 5.5 FT Fb= 875 PSI Fv= 85 PSI E= 1300000 PSI Fc_perp= 625 PSI Fb' = 1094 PSI Fv' = 106 PSI M = 4842 FT LB @ 5.50 FT V= 908 LBS Sreq= 54 IN3 S= 116 IN3 Areq= 13 IN2 A= 61 IN2 Ireq = 120 IN4 I = 652 IN4 DLD = 0.04 IN LLD = 0.06 IN = L/2213 TLD= 0.10 IN = L/1312 LL LR= 528 LBS DL LR= 394 LBS TL LR= 922 LBS LL RR= 528 LBS DL RR= 394 LBS TL RR= 922 LBS LBL= 0.27 IN RBL = 0.27 IN IGIM Wood Column 194 UBC (91 NDS)] Ver. 3.06 By: CARL ANDERSON, ANDERSON ENGINEERING CONSLTS on: 06-21-1996 Project: ERICK Location: KITCHEN POST Axial* Loads Live Loads: LL= 2680 LBS Dead Loads: DL= 1862 LBS Total Loads: TL= 4542 LBS Column Data Length: L= 9.0 FT Column End Condition: Ke= 1.0 Eccentricity X Axis: ex= 0.0 IN Eccentricity Y Axis: ey= 0.0 IN Column Design Stresses Compressive Stress: Fc parl= 1300 PSI Modulus of Elasticity: E= 1600000 PSI Bending -Stress: Fbx= 875 PSI Bending Stress: Fby= 875 PSI Adjusted Properties Fbx' : Fbx' = 1138 PSI Adjustment Factors: Cd=1.00 Cf=1.30 Fby' :. Fby' = 1194 PSI Adjustment Factors: Cd=1.00 Cf=1.30 Cfu=1.05 Fc'(parallel): Fc'par1= 917 PSI Adjustment Factors: Cd=1.00 Cf=1.10 Cp=0.64 Controlling Direction: Y Axis Compressive Stress: fc= 236 PSI Allowable Compressive Stress: Fc' = 917 PSI Column Properties Area: A= 19.25 IN 2 Section Modulus X: Sx= 11.2 IN 3 Section Modulus Y: Sy= 17.6 IN 3 Length Depth Ratio: Lex/dx= .0 Ley/dy = 19.6 Column Bending Calculations Combined Stress Factor: CSF= 0.26 Column Adequate By: 74 % Base Reactions Live: TLL= 2680 LBS Dead: TDL= 1910 LBS Total: TTL= 4590 LBS Maximum Unbraced Length (X): Lx= .00 FT Maximum Unbraced Length (Y): Ly= 9.00 FT Column Section (X): dx= 3.50 IN Column Section (Y): dy= 5.50 IN Summary: 3.50 x 5.501/2 - DOUGLAS FIR -LARCH - Dry Use 0� Wood Column - [94 UBC (91 NDS)] Ver. 3.06 By: CARL ANDERSON, ANDERSON ENGINEERING CONSLTS on: 06-21-1996 Project: ERICK Location: GARAGE BM #1 POST Axial Loads Live Loads: LL= 4773 LBS Dead -Loads: DL= 2959 LBS Total Loads: TL= 7732 LBS Column Data Length: L= 8.0 FT Column End Condition: Ke = 1.0 Eccentricity X Axis: ex= 0.0 IN Eccentricity Y Axis: ey= 0.0 IN Column Design Stresses Compressive Stress: Fc parl= 475 PSI Modulus of Elasticity: E= 1300000 PSI Bending Stress: Fbx= 700 PSI Bending Stress: Fby= 700 PSI Adjusted Properties Fbx' : Fbx' = 700 PSI Adjustment Factors: Cd=1.00 Fby' : Fby' = 700 PSI Adjustment Factors: Cd=1.00 Fc'(parallel): Fc'par1= 431 PSI Adjustment Factors: Cd=1.00 Cp=0.91 Controlling Direction: Y Axis Compressive Stress: fc= 256 PSI Allowable Compressive Stress: Fc' = 431 PSI Column Properties Area: A= 30.25 IN 2 Section Modulus X: Sx= 27.7 IN 3 Section Modulus Y: Sy= 27.7 IN 3 Length Depth Ratio: Lex/dx= .0 Ley/dy= 17.5 Column Bending Calculations Combined Stress Factor: CSF= 0.59 Column Adequate By: 41 % Base Reactions Live: TLL= 4773 LBS Dead: TDL= 3026 LBS Total: TTL= 7799 LBS Maximum Unbraced Length (X): Lx= .00 FT Maximum Unbraced Length (Y): Ly= 8.00 FT Column Section (X): dx= 5.50 IN Column Section (Y): dy= 5.50 IN Summary: 5.50 x 5.50 #2 - DOUGLAS FIR -LARCH - Dry Use Square Footing Ver. 3.06 By: CARL ANDERSON, ANDERSON ENGINEERING CONSLTS on: 06-21-1996 Project: ERICK Location: GARAGE HEADER FTG Footing Properties: Concrete compressive strength: F'c= 2500 PSI Reinforcing steel yield strength: Fy= 40000 PSI Allowable soil bearing pressure: Qs= 1000 PSF Effective soil bearing pressure: Qe= 850 PSF Concrete reinforcement cover: c= 3 IN Footing Loads: Live Load: LL= 1206 LBS Dead Load: DL= 875 LBS Total Load: TL= 2081 LBS Ultimate factored load: Pu= 3275 LBS Footing Size Selection: Required footing area: Areq= 2.45 SF Minimum footing size required: Lreq= 1.56 FT Selected Size: Length: L= 2.00 FT Width: W= 2.00 FT Area: A= 4.00 SF Ultimate bearing pressure: Qu= 819 PSF Column Base Dimensions: Length: 1= 4 IN Width: w= 6 IN Footing depth based on shear stresses: Selected footing depth: D= 12 IN Effective steel depth: d= 8.25 IN Punching Stress Calculations: Critical perimeter: Bo= 53 IN Punching'shear: Vu1= 2283 LBS Punching shear stress: vu1= 6 PSI Allowable punching shear stress: vcl = 200 PSI Beam shear stress calculations: Beam shear: Vu2= 239 LBS Beam shear stress: vu2= 1 PSI Allowable.beam shear stress: vc2= 100 PSI Reinforcement Requirements: Factored moment: Mu= 6823 IN LBS Concrete compressive block depth: a= 0.02 IN Minimum Steel Requirements: Steel required based on moment: As(l) = 0.01 IN2/FT Based on temp. shrinkage: As(2) = 0.29 IN2/FT Based on 4/3 As required: As(3) = 0.02 IN2/FT Controlling reinforcing steel: As reqd= 0.29 IN2/FT Selected reinforcement: #4 BARS 6.00 IN. O.C. As= .39 IN2/FT Reinforcement Adequate Footing Summary: Size: 2.00 FT. X 2.00 FT Depth: D= 12 IN. Reinforcement: #4 BARS @ 6.00 IN O.C. E/W Or: (4) #4 BARS E/W Footing Size Adequate Base Plate Adequate Footing Depth Adequate PER SECTION 1923010.3, REINFORCEMENT MAY BE OMITTED. Square Footing Ver. 3.06 By: CARL ANDERSON, ANDERSON ENGINEERING CONSLTS on: 06-21-1996 Project: ERICK Location: KITCHEN FTG Footing Properties: Concrete compressive strength: Reinforcing steel yield strength: Allowable soil bearing pressure: Effective soil bearing pressure: Concrete reinforcement cover: Footing Loads: Live Load: Dead Load: Total Load: Ultimate factored load: Footing Size Selection: Required footing area: Minimum footing size required: Selected Size: Length: Width: Area: Ultimate bearing pressure: Column Base Dimensions: Length: Width: Footing depth based on shear stresses: Selected footing depth: Effective steel depth: Punching Stress Calculations: Critical perimeter: Punching shear: Punching shear stress: Allowable punching shear stress: Beam shear stress calculations: Beam shear: Beam shear stress: Allowable beam shear stress: Reinforcement Requirements: Factored moment: Concrete compressive block depth: Minimum Steel Requirements: Steel required based on moment: Based on temp. shrinkage: Based on 4/3. As required: Controlling reinforcing steel: Selected reinforcement: Reinforcement Adequate Footing Summary: Size: Depth: Reinforcement: Or: Footing Size Adequate Base Plate Adequate Footing Depth Adequate F'c= 2500 PSI FY= 40000 PSI Qs= 1000 PSF Qe= 850 PSF C= 3 IN LL= 2680 LBS DL= 1862 LBS TL= 4542 LBS Pu= 7163 LBS Areq= 5.34 SF Lreq= 2.31 FT L= 2.50 FT W= 2.50 FT A= 6.25 SF Qu= 1146 PSF 1= 4 IN W= 6 IN D = 12 IN d= 8.25 IN Bo= 53 IN Vul = 5774 LBS vu1= 16 PSI vc1= 200 PSI Vu2= 1134 LBS vu2= 5 PSI vc2= 100 PSI Mu= 20175 IN LBS a= 0.04 IN As(l) = 0.03 IN2/FT As(2) = 0.29 IN2/FT As(3) = 0.04 IN2/FT As reqd= 0.29 IN2/FT #4 BARS @ 8.00 IN. O.C. As= .29 IN2/FT 2.50 FT. X 2.50 FT D= 12 IN. #4 BARS @ 8.00 IN O.C. E/W (4) #4 BARS E/W PER SECTION 1923.10.3, REINFORCEMENT MAY BE OMITTED. �9/l .ar ft Square Footing Ver. 3.06 By: CARL ANDERSON, ANDERSON ENGINEERING CONSLTS on: 06-21-1996 Project: ERICK Location: GARAGE BM #1 FTG Footing. Properties: Concrete compressive strength: Reinforcing steel yield strength: Allowable soil bearing pressure: Effective soil bearing pressure: Concrete reinforcement cover: Footing Loads: Live Load: Dead Load: Total Load: Ultimate factored load: Footing Size Selection: Required footing area: Minimum footing size required: Selected Size: Length: Width: Area: Ultimate bearing pressure: Column Base Dimensions: Length: Width: Footing depth based on shear stresses: Selected footing depth: Effective steel depth: Punching Stress Calculations: Critical perimeter: Punching shear: Punching shear stress: Allowable punching shear stress: Beam shear stress calculations: Beam shear: Beam shear stress: Allowable beam shear stress: Reinforcement Requirements: Factored moment: Concrete compressive block depth: Minimum Steel Requirements: Steel required based on moment: Based on temp. shrinkage: Based on 4/3 As required: Controlling reinforcing steel: Selected reinforcement: Reinforcement Adequate Footing Summary: Size: Depth: Reinforcement: Or:' Footing Size Inadequate Base Plate Adequate Footing Depth Adequate F'c= 2500 PSI Fy= 40000 PSI Qs= 1000 PSF Qe= 850 PSF c= 3 IN LL= 4773 LBS DL= 2959 LBS TL= 7732 LBS Pu= 12257 LBS Areq= 9.10 SF Lreq = 3.02 FT L= 3.00 FT W = 3.00 FT A= 9.00 SF Qu= 1362 PSF 1= 6 IN w= 6 IN D= 12 IN d= 8.25 IN Bo= 57 IN Vu1= 10336 LBS vu1= 26 PSI vc1= 200 PSI Vu2= 2298 LBS vu2= 9 PSI vc2= 100 PSI Mu= 38302 IN LBS a= 0.07 IN As(1) = 0.04 IN2/FT As(2) = 0.29 IN2/FT As(3) = 0.06 IN2/.FT As regd= 0.29 IN2/FT #4 BARS @ 7.50 IN. O.C. As= . .31 IN2/FT 3.00 FT. X 3.00 FT D= 12 IN. #4 BARS @ 7.50 IN O.C. E/W (5) #4 BARS E/W tc I / � (::�, -A c7&08& lD Column[ AISC 9th Ed ASD ] Ver. V4000519 By: CCA, ANDERSON ENGINEERING CONSLTS on: 10-31-1996 Project: ERICK - Location: GARAGE POST Summary: 3 in Stand Wt. Pipe -ASTM A53 -S z 8.0 FT Section Adequate By: 76.5% Base Reactions: Live: Dead: Total: Maximum Unbraced Length (X Axis): Maximum Unbraced Length (Y Axis): Column Section: (X Axis): Column Section: (Y Axis): Axial Loads:. Live Loads: Dead Loads: Total Loads: Column Data: Length: Column End Condition: Eccentricity(X Axis): Eccent (Y Axis): Column Design Properties: Steel Yield Strength: Modulus of Elasticity: Column Bending Coefficient: Area: Moment of Inertia (X Axis): Moment of Inertia (Y Axis): Radius of Gyration Ratio: Radius of Gyration (X Axis): Radius of Gyration (Y Axis): Section Modulus (X Axis: Section Modulus (Y Axis;: Column Compression Calculations: KUr Ratio (X Axis): KUr Ratio (Y Axis): Controlling Direction: Compressive Stress: Column Slenderness Ratio: Allowable Compressive Stress: Column Bending Calculations: Eccentricity Moment (X Axis): Eccentricity.Moment (Y Axis): Bending Stress (X Axis): Bending Stress (Y Axis): Allowable Bending Stress: Euler's Stress (X Axis): Euler's Stress (Y Axis): Combined Stress Calculations: Using AISC Formula 1-11-1: Using AISC Formula H1-2: Using AISC Formula 1-11-3: VED RL= 4773 LB RD= 3020 LB RT= 7793 LB Lx= 8.0 FT Ly= 8.0 FT dx= 3.50 IN dy= 3.50 IN PL= 4773 LB PD= 2959 LB PT= 7732 LB L= 8.0 FT Ke= 1.0 ex= 0.00 IN ey= 0.00 IN Fy= E_ Cm= A= Ix= ly= rx/ry= rx= Sx= Sy= KLx/rx= KLy/ry= fa= Cc= Fa= Mx= fbx= Fbx= by= Fex'= Fey'= CSF(1)= CSF(2)= CSF(3)= 35000 PSI 29000000 PSI 1.00 2.23 IN2 3.0 IN4 3.0 IN4 1.00 1.16 IN 1.16 IN 1.7 IN3 1.7 IN3 82.8 82.8 (Y Axis) 3467 PSI 127.9 14755 PSI 0 IN -LB 0 IN -LB 0 PSI 0 PSI 23100 PSI 21803 PSI 21803 PSI 0.23 0.17 0.23 No. 045457 of CALW CTM—"�TM A LIMITED PARTNERSHIP September 27, 1996 Joe Acquistapace, Architect 32 Quista Drive Chico, CA 95926 F Subject: Erickson Residence Chico, CA The enclosed one (1) calculation has been prepared by the Trus Joist MacMillan representative in Sacramento, Calif. for structural components to be used in the subject project. 'The date the calculation was run is listed in the upper right corner, of the sheet and corresponds to the following list: 26 SEPTEMBER 96 13:29:15 The professional engineer's seal on this letter is to indicate that the analysis presented on the calculations conform with accepted design values. The specific product application, design loads and dimensions shown on the calculations have been selected by our representative. I have not reviewed the'project plans to verify that this input information is correct. For the calculations to be valid for the subject project you should verify that the spans and loads shown agree with the project plans. Building Inspectors should look for the Silent Floor®, Microllam® LVL and Parallam® PSL marking on Trus Joist MacMillan products to confirm that the calculations are valid for the products actually used. Please let me know -if there are any quejtions about this calculation Sincerely, Trus Joist MacMillan Alan C. Eskuri, P.E. Regional Engineer Southwest Region BUTTE 'IVD Chino Plant A P.O. Boz 786 • Chino, California 91708 Pii,T,d le U.S.A. x r+y 1 Name: ERICKSON RES. Location: CHICO, CA Design Methodology: ALLOWABLE STRESS DESIGN(ASD) Building Code: ICBG Qty. Type Series Profile Depth(s) I A TJH SCISSOR 54.49- 90.15 - Bottom Chord Slope 4.500"/ft Left -4.500"/ft Right Non -Snow Roof Order #: 10-96-9606 26 SEPTEMBER 96 13:29:15 Horizontal Repetitive S µ r l �P Pin to Pin Members 60.49" 431- 6.50" NOT USED Top Chord Slope 5.000"/ft Left -6.000"/ft Right -------- .APPLICATION LOADS AND TRUSS DEFLECTIONS -- LOAD GROUP # 1 @ 120.0" O.C. Load Class: Roof(1.25) Live Load: 20.0 Psf Dead Load: 15.0 Psf Live Load Defl.: 0.358" OR L/ 1458 Total Load Defl.: 0.626" OR L/ 833 Mid Span Camber: 0.4/31" OR L//11213 ------ TRUSS CAPACITY MEETS OR EXCESS THE DESIGN LOAD REQUIREMENTS DESCRIBED ABOVE IMPORTANT! The analysis presented below is output from software developed by TRUS JOIST MacMILLAN. Allowable product values shown are in accordance with current TRUS JOIST MacMILLAN materials and design values. TRUS JOIST MacMILLAN engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: CARO, ICBG, SBCCI, BOCA, LAC AND OSA BUILDING DIMENSIONS - -------- Left Bearing Face to Face of Right Bearing Width = Bearings = Width = TRUSS INFORMATION NOTE: Truss member forces are based on Load Group #1 Total Loads Left Clip: T -CLIP Right Clip: T -CLIP Left Right Reactions (Max/Min): 7700/ 3300 Lbs. 7700/ 3300 Lbs. Top Chord Pin to End 2.94" 5.70" _Bearings: BTM PIN# 1 BTM PIN# 14 Btm Chord Pin to End 2.93" 2.95" Top Chord Length = 491- 2.32" of 2- 2 X 6 2100FB MSR Btm Chord Length = 401-11.90" of 2- 2 X 6 210@FB MSR Ridge -17.03 7 panels at 45.5736" 6 panels at 43.7713" -21.36 f -5990 *-10025 .-12531 .-13891 .--14334 .-14027 .-13100 8-13037 .-13211 .-12533 .-11074 . -8494 x. -4432 -7682 -6430 -4681 -3249 -1899 -686 547 5240 -94 752 2083 3309 4689 6328 .Web# 1 2 3 4 5 6 7 3 9 10 11 12 13 14 10 17 13 19 20 21 22 23 24 25 26 27 28 6964 4876 3295 1882 681 -581 -1436 5240 -847 -2204 -3547 -5061 -6938 -7809 B 6 * 5762 . 9560 . 11970. 13204 . 13701 . 13366 C 12591. 12130 . 10831 . 3620 . 5261 1 35G B _ 6 panels at 43.5210" 43.521 43.521 4 panels at 43.5210" 35.778 (B) Truss Bearing Point 1 1/4 " Dia. Pin Location (R) Ridge Connector Location (.1 3/4 " Dia. Pin Location t ) Comprissive Force (C) Tension Connector Location --- - WEB INFORMATION -------------------------- Web Colors: 13ga.= Yellow, 14ga.= Green, 16ga.= Red, 18ga.= Black, 19ga.=Blue Web# Dia.-ga. Holes Length Web# Dia.-ga. Holes Length Web# Dia.-ga. Holes Length 1 2.00013 Large 48.43 10 1.50016 Small 67.31 20 2.00016 Small 75.63 2 *2.00014 Large 52.56 11 1.5001 SEga ,.94 21 1.50016 Small 66.51 3 2.00013 Large 53.53 12 1. 0 �U� 22 2.00010 Small 71.44 4 2.00014 Trans 55.92 13 2. 23 1.50016 Small 62.04 5 2.00014 Small 58.67 14 ' ra 7 24 2.00013 Small 67.30 6 1.50016 Small 59.52 15,16 68% . * 25 2.00014 Trans 59 7 2.00016 Small 63.70 17 0 1 p 5 0 20 2.00013 Large %M' 8 1.50016 Small 63.33 18 2. I 27 (2.00014 Lar d [� �'.,15 9 1.50016 Small 68.86 19 1. �F 0 23 2.00013 Large " 55:�7ar C L &C) y,. R O NORTHWEST COMMERCIAL REGION 819 W. Striker Avenue, Suite t o Sacramento, CA 95834 Phone: 916) 649-6835 A LIMITED PABiDEBSHIP Fox: 916) 925-2564 PROSPECT ENGINEERING VERIFICATION JOB NAME: ERICKSON RESIDENCE LOCATION: CHICO, CA ARCHITECT: JOIST DESCRIPTION ENGINEER: REPAIR#: BV-g60G DATE: 5/29/616 SALESMAN: BILL V055 HOW SUBMITTED: BY: ANY FREIERNUTH SERIES: TJH PROFILE: 5C155OR SPAN: 43'-6.5"• DEPTH: 54.5"-90.125"-G0.5" O.C. SPACING: 120" LDF: 125% CODE: NER DL: 15 p5f LL; 20 p5f PL: --- TL:. 35 p5f Y,A� 9W NOTE: Manufacturers determination of TJ series, profiles, depths and designs based on deto is j ? e shown above. Any deviation shall void the above determination and sholl require review tjyr COMMENTS: UAACAC\PR05PECT\BV-W&B Zn 0 —vim 31,d loadings SHT 1 OF 1 Rerun co: AQPJCTJL TRA . &7-A-TEMENT OF ACKNOWLEDGE IEE Building DiyWon _ FOR iZS IENTLAL. DEVEI.OPf1�NT Section 26-8.1 of the Burne County Code requires this acknowledgement be lamed prior to i� of a building I PSL 9 6 —039 83 1 1 Rec Fee 9.00 Mie desCribcd i�aan is a,d• I COP 1.50 within an FmP�rY Jaceat m land or included Recorded I Check 10. 50 area forte ttural purpow:s� and ts�denL1 Official Records I of this ' property may be subject to or County of I discomfort arising from the use of agriculuaal chemicals. Butte I including. but not �� ��' and Candace J. Grubbs I fttnIizrss: and from the pursuit of ' agricultural opeaaons Recorder I rncludrng, but not limited to cultivation' plowing, . spnYmB. 11:3 8 a m 21 -Oct -96 I P U B L VS 2 Pig. and harvesting which ' occasionallygenerate dust.smolce. noise, and odor. Butte County 1= established agricultutal zones which bave as a priority use for productive . agricul=ml purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience discomfort from normal, nec .=Lry fatm opeadoas, All that real property situate in the County of Butte, State of California, described as follows: DESCRIPTION 1. ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA ON SEPTEMBER 16, 1976, IN BOOK 59 OF MAPS, AT PAGE(S) 53.' , POOR CKO?D IS J iE TO COUALITY OF ORIGINAL DOCUMENT Dace: ROP TY 0 State of California County of ) I On before me, personally appeared personally known to me (or proved to me on v of actory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument sitd a w ed to a that be/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their sip on a instrument, the person(s), or the entity upon behalf of which the person(s) acted, executed the insstrumeut. WITNESS my hand and official seal.' Signature Seal: a_p d CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of CALIFORNIA County of BUTTE On OCTOBER 18, 1996 DATE personally appeared before me, BARBARA S. WRIGLEY, NOTARY PUBLIC WAYNE R ERICKSON NAME, TITLE OF OFFICER - E.G., -JANE DOE, NOTARY PUBLIC - No. 5907. NAMES) OF SIGNER(S) '❑ personally known to me - OR - [Sproved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and ac- knowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. BARBARA S. WRIGLEY rx ( NOTARY mm'13itc09w�pu N WITNESS my hand and official seal. COUNTY OF BUTTE w My Comm. Expires March 31, 2000 1- SIGNATURE OF N Y OPTIONAL Though the data below is not required by law, it'may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER INDIVIDUAL ❑ CORPORATE OFFICER TITLES) ❑ PARTNER(S) ❑ LIMITED ❑ GENERAL ❑ ATTORNEY-IN-FACT ❑ TRUSTEE(S) ❑ GUARDIAN/CONSERVATOR ❑ OTHER: SIGNER IS REPRESENTING: NAME OF PERSON(S) OR ENTITY(IES) DESCRIPTION OF ATTACHED DOCUMENT AGRICULTURAL STATEMENT OF ACKNOW- LEDGEMENT FOR RESIDENTIAL DEVEL- TITLE OR TYPE OF DOCUMENT OPMENT ONE NUMBER OF PAGES 10-18-96 DATE OF DOCUMENT NONE SIGNER(S) OTHER THAN NAMED ABOVE 01993 NATIONAL NOTARY ASSOCIATION • 8236 Remmet Ave., P.O. Box 7184 • Canoga Park, CA 91309-7184