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HomeMy WebLinkAbout064-060-0154 CONSULTING ENGINEERS ° GEOLOGISTS August 3, 2005 Project No. 70,074-01 Jim Geisler 14431 Vine Road Magalia, California, 95954 Phone: 530-873-6907, Fax: 530-872-4462 Reference: Geisler Property Building Pad 14578 Coulter Way, Magalia, California Subject: - Foundation Inspection Investigation Report Dear Jim, In accordance with your request, Holdrege & Kull (H&K) performed a foundation inspection investigation of the Geisler property building pad located at 14578 Coulter Way, Magalia, California on August 2, 2005. We performed our foundation inspection investigation consistent with the work scope presented in our July 29 2005 proposal. The following presents our understanding of the project, and our work scope, findings, conclusions, recommendations, limitations, and closing statement: PROJECT DESCRIPTION Based on our conversations with you, we understand that the existing building pad was graded by Larry Beagler as a combination cut -fill pad by cutting into the existing hillside and placing the excavated soil as a compacted soil fill. We understand that this earthwork grading work was not observed nor were compaction tests performed on the soil fill pad by a California licensed civil engineer or his/her representative. Additionally, H&K did not observe the cut -fill earthwork grading activities nor perform compaction testing of the soil fill portion of the pad. We understand that the proposed building will be a three-story, single family dwelling constructed with wood framing and concrete slab -on -grade ground floor (garage area), and exterior concrete slab -on -grade sidewalks and patios. We .understand that about 1/3 of the building. structure will be constructed on the soil fill portion of the pad and about 2/3 of the building structure will be constructed on the cut portion of the, pad. We further understand that an approximately 8 -foot -high retaining wall will be constructed at the site. R70,074-01, 14578 COULTER WAY, 08-03-05A Holdrege & Kull (530) 894-2481 FAX (530) 894-2431 1250 East Avenue, Suite 24 Chico, CA 95926 A California Corporation 0�c) `A Project No. 70,074-01 Geisler Property, 14758 Coulter Way, Magalia, CA August 3, 2005 Limited Foundation Inspection Investigation Report Page 2 of 5 WORK SCOPE The H&K work scope entailed only the following activities: • Inspection of the proposed building structure foundation excavations to determine if the exposed soil conditions are suitable .for support the building foundation loads. • We did not excavate any exploratory trenches or borings to evaluate the subsurface conditions of the on-site native soil nor of the existing fill soil placed and compacted by the earthwork contractor. • We did not take any on-site soil samples from the site for laboratory testing to determine their geotechnical engineering properties. • We did not evaluate the on-site soil conditions nor provide geotechnical engineering design recommendations for the proposed building foundations nor for the proposed retaining walls to be constructed at the site. • We did not perform any compaction tests on the existing soil fill portion of the building pad. FINDINGS H&K made a site visit on August 2, 2005 to observe the foundations excavated into the existing cut -fill soil pad at the above referenced site. We observed the following conditions at the time of our site investigation: • H&K observed that the earthwork grading activities were complete at the time of our site investigation and consisted of grading a relatively flat, cut -fill soil pad. • Compaction testing of the fill soil portion of the building pad was not performed by a California licensed civil engineer or his/her representative during grading of the site. • H&K observed that the building foundations excavations were all excavated into firm and competent native soil including the portion of the building structure to be constructed over the fill soil portion of the pad. In other words the foundations were excavated through the untested fill soil into the underlying firm and competent native soil material. • We understand that no additional earthwork grading will be performed at the site that will significantly modify or alter the existing cut -fill building pad that we observed at the site during our site visit on August 3, 2005. R70,074.01, 14578 COULTER WAY, 08-03-05A . Holdrege 8 Kull In Project No. 70,074-01 August 3, 2005 CONCLUSIONS Geister Property, 14758 Coulter Way, Magalia, CA Limited Foundation Inspection Investigation Report Page 3 of 5 H&K prepared the following conclusions based on our limited site investigation of the existing building foundation excavations: • We believe that the bottom of all of the proposed building foundations were founded into firm and competent native soil, including the portion of the building to be constructed over the pad area consisting of fill soil. In other words the foundation excavations„ were excavated through the fill soil into the underlying native soil. • We believe that the soil conditions exposed in the foundations excavations are relatively firm and competent and will provide the necessary bearing pressure capacity for the proposed three-story, wood -frame, single family dwelling. • We did not evaluate the foundation soil conditions for the proposed 8 -foot -high retaining wall. RECOMMENDATIONS H&K prepared the following geotechnical engineering recommendations for your consideration: 1. We recommend that. all structural foundations be founded in competent native soil and not on any of the existing untested fill soils. 2. We recommend that If a structural foundation is to be founded in any of the existing untested fill soil, then the fill soil should be tested to document that it was compacted to a minimum of 90 percent of the American Society for Testing and Materials (ASTM) D1557 maximum dry density with a moisture content between 1 and 5 percentage points greater than the ASTM D1557 optimum moisture content. LIMITATIONS The following limitations. apply to the findings, conclusions and recommendations presented in this report: 1. Our professional services were performed consistent with the generally accepted geotechnical engineering principles and practices employed in northern California. This warranty is in lieu of all other warranties, either expressed or implied. 2. H&K provided engineering services for the site project consistent with the work scope and contract agreement presented in our proposal and agreed to by our client. The findings, conclusions and recommendations presented in this report apply to the conditions existing when H&K performed our services and are intended only for our client, purposes, locations, time frames, and project R70,074-01, 14578 COULTER WAY, 08-03705A Holdrege & Kull Project No. 70,074-01 GeislerProperty, 14758 Coulter Way, Magalia, CA August 3, 2005 Limited Foundation Inspection Investigation Report Page 4 of 5 parameters described herein. H&K are not responsible for the .impacts of any changes in environmental standards, practices, or regulations subsequent to completing our services. H&K do not warrant the accuracy of information supplied by others, or the use of segregated portions of this report. This report is solely for the use of our client unless noted otherwise. Any reliance on this report by a third party is at the party's sole risk. 3. If changes are made to the nature or design of the project as described in this report, then the conclusions and recommendations presented in this report should be considered invalid by . all parties. The.. validity of the conclusions and recommendations presented in this report can only be made by our firm; therefore, H&K should be allowed to review all project changes and prepare written responses with regards to their impacts on our conclusions and recommendations. However, additional fieldwork and laboratory testing may be required for us to develop any modifications to our recommendations. The cost to review project changes and perform additional fieldwork and laboratory testing necessary to modify our recommendations is beyond the scope -of -services presented in this report. Any additional work will be performed only after receipt of an approved scope -of -work, budget and written authorization to proceed. 4. The analyses, conclusions an recommendations presented in this report are based on the site conditions as they existed at the time H&K performed . the surface and subsurface field investigations. H&K have assumed that the subsurface soil and ground water conditions that were exposed in the existing building foundation excavations are generally representative of the subsurface conditions throughout the entire project site. However, if the actual subsurface conditions encountered during construction are different than those described in this report, then H&K should be notified immediately so that we can review these differences and, if necessary, modify our recommendations. 5. Although the ground water table was not observed in the existing foundation excavations during our site visit, the elevation or depth to the ground water table underlying the project site may differ with time and location. Therefore, the depth to the ground water table is only representative of the specific time and location where and when it is observed. 6. Our geotechnical investigation scope -of -services did not include an evaluation of the project site for the presence of hazardous materials. Although, H&K did not observe the presence of hazardous materials at the time of our field investigation all project personnel should be careful and take the necessary precautions should hazardous materials be encountered during construction. 7. Our geotechnical investigation scope -of -services did not include an evaluation of the project site for the presence of mold nor for the future potential development of mold at the project site. If an evaluation of the presence of mold and/or for the future potential development of mold at the site is desired, then the property R70,074-01, 14578 COULTER WAY, 08-03-05A Holdrege 8 Kull Project No. 70,074-01 Geisler Property, 14758 Coulter Way, Magalia, CA August 3, 2005 Limited Foundation Inspection Investigation Report Page 5 of 5 owner should contact a consulting firm. specializing in these types of investigations. Holdrege & Kull does not perform mold evaluation investigations. 8. Our limited geotechnical engineering foundation inspection investigation was limited to observing the competency of the soil exposed in the existing foundation excavations. H&K's work scope did not include developing geotechnical engineering design recommendations for both foundations and concrete slab -on -grade floors nor steel reinforcements of these structural improvements. 9. Our limited geotechnical engineering foundation inspection investigation did not include making observations of the foundation soil conditions and developing conclusions and geotechnical engineering design recommendations for the proposed 8 -foot -high retaining wall. CLOSING STATEMENT Please call if you have any questions or need additional information. Thank you for selecting Holdrege & Kull to provide these limited geotechnical engineering services for this important project. Sincerely, Holdrege UP Donald M. Olsen, R.C.E. 49,514 Senior Engineer Copies: 4 to: Addressee. R70,074-01, 14578 COULTER WAY, 08-03-05A Holdrege &Kull oV4 c 4 Ow wA ar by 1�eeAej Ati �I. - f �.r ;t h ,t.. 7 4 tt t RESIDENTIAL PERMIT NO. _'-66_4-6_6_o--o_,,-J,,-- 10- -OS Ci9 GEISLER, .IAMES j /i�517e COLTER WAY, MAGALIA Cont: OWNER NEW SINGLE FAMILY t vv\ o� cjP . 5ci1 _00C SPECS CONDITIONS ' CHECKED 1. BY SRA FLOOD CERTIFICATE REQ. _ FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER •OFFICE COPY'-, Address • � . �(Y��C� X41.1 A GAS Meter By Date ELECTRIC c 4 �o Meter By n Jtiyy-ws Date Hs cZ JOB FINALED (Date) Signature t/ J=OK 0 = Nnt OK o = NotReadyhle IR48®BILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Card B-1 Date 2. Soils; Special MH Support Sketch Date 3. Sewer, Location -Test -Fall -C/O -Concrete Card B-1 4. Water; Location -Test -Easement Needed (Sketch) PERMANENT END SYSTEM (ONLY) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ P' L 'ft. / P Nat. or / /" L "ft✓ P LPG 7. Well Clearance & Disconnect 2. Footings; Size -Spacing -Marriage Line 8. Utility Clearance 3. Blocking Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 6. Water; MH Test 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 8. Gas and Electricity Tagged 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water, MH Test -Regulator -Connector 10. License Decals 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch Date 11. Cert. of Occupancy MISCELLANEOUS i Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS i Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 = OK =Not OK �p = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s and B-1 V Date ni ng-Setbac ks-Easements-Flood-Slope Date Date Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth Card B-1 Date ANICAL (Permit) OK except #'s Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth A.C. D nsulation &Support Stemwalls, Main; Steel-Blockouts-Wrapped emwalls, Garage; Steel- Blockouts-Wra ed nt Fan, Exhaust above insulation _ _ Uold Downs and Special Anchors Slab, Steel -Wrapped ensate rain & erfle & Gj,4de Piers -Fire lace Ftg.-Steel X. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Furn ent s -Comb. Ait-R rn Air Vent 1utlet 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 4 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. Card B-1 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation Card B-1 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) Q4f except #'s 17. t*r Htr.; V -Access -Combustion Air Baffle 1 . Water -Pipe; Test & Anchor -Nail Protecti 19. V.; Test Fittin chor-Nai otection 2, o er Pan; T t, Fi ldor-Tub Access 21 --fest Tub & Sho r, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors t Date . 1- Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELIrCTRI.CAL (Permit) OK except #'s 24. fixture & Transfor 'r arance-Ins. Protection Elec. eceptacl S a ' ights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. VUip. Ground made up w/Mech Fasteners -Bon G=e&lgago liance Circuits in Kitchen & Conductor Siz Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or AI 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or AI Insulated Neutral O Yes O No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. C - moke Detector Date - 6 and B-1 V Date Card B-1 Date Date Card B-1 Date ANICAL (Permit) OK except #'s Card B-1 36. A.C. D nsulation &Support 3 nt Fan, Exhaust above insulation 38- ensate rain & erfle & Gj,4de 39. Furn ent s -Comb. Ait-R rn Air Vent 1utlet 4 ,c Acce&4A-fIatfoLrp.Wrumace in Attic Date 11.30,6,s Card B-1 �� Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound Floor in Walls (rat proof) Date FRAMING (Continued) j447. H n ers-Post Ca s- chors-Connectors 48. ling. Joist -R, ies-Purl' off Brac.-Truss-Shting.-Rtng. A . Fireplace Ties or a Flu ireplace Throat Clearance IV 50. Attic Access; 5 omex Pr ion -Dr Stop -Ins. Baffles 51. Bdrm. Wirj0dws or Exi i oors-Sill. & Dim' tons --y1tQ. Garage Fire Protection Framing -RC Channel 3. Property Line Firewall & Openings 54. EA. (pp rs-O -Chedory, J2,Exits 5 airs; W h -He om- n- ng -Fire ction 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. GI Area -Glass Protection -Skylights -Plastic 6 ear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels Date - (J_ Card B-1 Lf4 of Date Card B-1 Date i O - Card B-1 /Date Card B-1 Date FINAL (Flans OK exceat #'s 66. -Furnace VeAts.elenrartCZP->✓omb, Air -Connector - In ge; Above Floor-Ducts-Mech. Protection om Exiting . & Bath Fixtures & Tub Access -Spa EjW. Trim & Subpanel, Breaker Sizes & Labels 7T -Stairs &jMls 71. Fireplilce or Stove, Clearance-Huarli 72. Elec. Outlo4e-3f Wood Panel, Int. & Ext. 7$, & Appliance; Ground -Air -Gap -Cooking Clearance 7" . Elec. Outlets & Receptacles at Kit. Counter 7 r -age Fire Door; S&kii - ' g-Cl69wtf 7,§_.A -C -Duct in Garage -Damper 77 . Htr.; Vents -Clearance -Comb. Air Connector- . . . ince; Above Floor-Mech. Protection -A&!Plb. . & Mech. Equip. Listed for Location 7 ec ceptacles in Garage (F.F.I.)-Romex Protection 80 sulation-Foam-Looked in Attic uardBails & Deck Construction -Post Caos/ 8Z_PTn. VBents & Crawl Hole Door DrainagT& ood-Earth Clearance Looked under.Fbor s / 83. Followino Instld./Drive UVres O No/Walks O Yes t00I510/Planters O Yes M ITo 85,AC. JUnit Disconnect, EI iric2l-PIG bing Vents_Above Roof, g-Applia e-Firepl earance to Openings 8Zo-V7alw-Well, Disconnect, Electrical, Plumbing 88'EAZ lec. Trim, G.F.I. Receptacle -Underground 8a, -Ventilation Throughout House 90. 9$. -Corrections from Previous Inspections 92. Gas Test- ers Tagged, Gas -Electric 93. Wat Sewer Connected -C/ rade-HD Approval 4. nergy Compliance Certificate -Other Certificates 95. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: it:. BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CAI* (530) 538-7541 CORRECTION NOTICE J/ P r e!�- lao_ti OWNER PERMIT NC A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. Date Q / Inspector REV 4/05 Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER �Q v PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. k. 0 - e( r^,/�_ Date > Inspector d G, A i {',1A REV 4/05 Phone # 'S_'? FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 Date s Inspector C A REV 4/05 Phone # �3 0 FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at1 the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need tional explanation, please contact the Building I ector ap indicated below. 1V , , 45 t V Cv �. d 5- C a . a Date s Inspector C A REV 4/05 Phone # �3 0 FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE CS ro09 OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. n sr �i nor C/� /til PcA cc 0F Pbftum _'Y E ��G U � ALL 12i rn (,(., w,fF��S f4� �fl�S i( IZU) l 6E N A i L I (C --T S PSP tL- W ail C L PL I,,JS 5 m0ul lber ,\,S -r S- Z2 APS Ac, PC --t?- aflnrS Date t' _ ) �/ REV 4/05 Inspector Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 Countj Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PER NO. O. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. ,-. 1.41 .y • 14 14,9 . . (4 c 1 H VA C a A Date _ 30-4/1 Inspector REV 4/05 Phone # S3 FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 i E ' ' COUNTY OF BUTTE BUILDING -DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE Cn 1 0 aLQ_ r-, � - I (') <-) 9 OWNER v PER NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional e atio , please contact the Building Inspector as indicated below. UU mov U ! r a�, � { � t �"�� •�{��� /'Yl.(/Y•� Ifo ri �.. � � �, , -5. du(m r ��M�Q ��.�,� �� � �;,� r-;G,•�' �i� Opt I RX qw- - - - - Mori r�►�1II�1I� i � � �� ,�� 11 �. �� r 1. •_ • r / Jr REV 4/05 Phone # i FOR • • - 891-2834 �I�, BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.netldds LICENSED CONTRACTORS 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: License Number: Date: Contractor: PERMIT NO. BP051009 Issued Date: 07/28/2005 APN: 064-060-015-000 Site Address: 14578 COLTER WAY MAG Map Index: OWNER -BUILDER DECLARATION Description: NSF(2151)GAR(752)COV(75)OPEN(350) I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: GEISLER JAMES W & JANICE E-- - permit to construct, alter, improve, demolish, or repair any structure, prior 499 VALLEY VIEW DR to its issue nce`.also requires the applicant for such permit to file a i -• signed statement tt afhe or she is licensed' pursuant to the prb4isions of, , �:. ; , .,' : ;PARADISE ' CA: } the'Contractor's State'License Law (Chapter 9 commencing with Section OR: P.O.BOX 1830, MAGALIA CA 95945 7l)00)`of Division 3 ;of the Business and Professions Code) or that he or she Wexem i ther4r6m•and the basis, for.the,alle ed:exem tion;,, An -, 95969-3047• violation - o(* Secbon;y7031.5 by any applicani'for a permit ,subjects the , ; .;, (530) 873-6907 applicant totia;civil penalty of not more than five hundred dollars,($50(1).): . - .-....., • . ..... .,.... ,- I, as•owrier•of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not -�. iPtendep. orofferep ,fAL sale,.(Seq, 7084„ Business.and..Professions... w. .. ,,.._,.....,�...•,....,., F _ ,,....:,., .,.,.... . ............ • ,..., ...: , w ,,., .,•.,..,....,-....:.. Code: The.Contractors' StatwL"icense-L,aw does not apply to an Applicant: GEISLER JAMES W & JANICE E owner --of property who builds or, improves thereon, and who does 499 VALLEY VIEW DR such work .himself or, herself or through his,or•her own employees, provided that such improvements. are not_ intended,.or.Pffered for PARADISE, CA sale. If however, the building or improvements are sold within one 95969-3047 year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of (530)873-6907 (530)591-0095 sale.). O • .I; as, owner.. of .the -property, :am -exclusively. contracting with., licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ r I•am Exempt•under Article 3 of a Busine Profes�io 'Code Dale:. (-��5 Owner:% �� ' 1 `WORKERS`COJ"NSATION DECLARATIAN, I hereby affirtn.under'penalty bf perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers'"compensation,,.as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and viill maintain- .workers' compensation insurance,' as required by Section 3700 the Labor Code, for the performance of the work for which this permit.is issued, • My workers' compensation insurance carrier and policy number are; Carrier: Policy # [N' I certify that in the performance of the work for which this per is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. _ Date: Applicant: f WARNIN Failure 'td secure workers' compensation coverage is unlawful, d shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code,. interest, and attomey's fees. Contractor: • ' ' � License #: ' Architect: HAWKINS, GARY ... •Engineer:.. ........., . _.,.._...._ ..,_. ,_ ,.. _..._ .... _ Total Square Ft: 3328 S.F. Valuation: $162,563.00 Census Code: n4 V i CONSTRUCTION LENDING AGENCY This permit is hereb ssu idup r the pplica le provisions of the Butte Cnunty Code anrVor r I hereby affirm that there is a construction lending agency for the Resolutions to d ork indica d abov for ich fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.)�%� �-� Name: BY Date: / Address: PERMIT EXPIRES ON: ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I • • I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. 1 agree to comply with all county and state laws relating to building construction. I. acknowledge it is unlawful to alter the TAgent any official fo document of Butte County. thereby authorize, representatives sof Butte County to "enter upon the above mentioned property for inspect Print Name: V /'I,!` ���SL �11 ,Signat Date: ®'Owner ❑ Contractor Owner 0 Agent for Contractor MEN 81C4. 6_j2� " e;% s� BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES �� �6. BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICATION *PLEASE PRINT LEA LY** is OWNER Last Name % ` i^- / SL Q l/ irst Name 6M r 5 C �J" '3 I/AUt? V,£kVDR Address City )$R 11 p I s E-• State zp 9 69 Phone $ z _ 3'992-1 gq2— Fax E-mail -j-1 M GA wM 0 secGLO66 L . N&T-- ARCHITECTIENGINEER CONTRACTOR Name OR svfre !a Address State c¢ City Phone 7�0 / •L State Zip Phone Address Fax E-mail Lie. # Class ARCHITECTIENGINEER Name G!� Address 1370 PIP6evW OR svfre !a City c N l e, o State c¢ Zip c�sjp 73 Phone 7�0 / •L F B `j 3- 0532 Email State LicensNumb 3 196 APPLICANT NAME Name Address 4 9 L� 7 it lE w !]R city (� DSS t State Zip 9J�C/6 4 Phone 55 (J 72 _ 3> ��� Fax E-mail APPYCAN90GNATURF0 20; — .:Rww"� 155 or office use only: Z ning Flood Zone SRA Ye No OcW Type Const. V0 Subdivision Name Map Book Page Lot # Planner Date Approved: PERMIT 05' -1��9 BP BIN LOC ION AP#p64--b6o- Prop4 Address C�R M Cross Streetg (� C ! kC L E 1� WORKER'S COMPENSATION Policy Number 7 - Carrier If hiring anyone other than license contractors, a certlflcate of workers compensation must be shown at the time of permit Issuance. LENDING AGENCY Name Address OVER FOR SUBMITTAL REQUIREMENTS U K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 Description or Scope of Work: A%EW C0N S 7-R V C o 0/ 51A) GLE- FAM I LY Res IPEWC E Sq. Footage �2- / S S ❑ Structure Built without Vermits ❑ Proposed Change of Occupancy O P -7n (Note previous use): I EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. _,Q o= Received by: /•� Amount: l Idg .RA Receipt #. �2l Sheriff —Other '618 ) 1 r F, o o l Total REV 7-27-04 Butte County Department of Development Services �uTr YVONNE CHRISTOPHER, DIRECTOR Co ) 00 o 0 7 County Center Drive 0 o'�'` o Oroville, CA 95965 - O (530) 538-7601 Telephone cOU N �y (530) 538-7785 Facsimile O TO: WILLDAN ' FROM: Scott Rutherford (530) 538-7160 srutherford(c buttecountv.neLO 'row t SUBJECT: Plans Transmittal For Review Per Contract O 4 DATE: 4/22/2005 Applicant: Geisler, James Permit No: 05-1009 Project Type: NSF/Gar/Sho /Cov APN: 064-060-003, 004 100% 70% Plan Check Fees $ 1,193.83 $ 835.68 $ 1,193.83 $ 835.68 WILLDAN Fee $ 835.68 Copies Attached: Qty Chk Application Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET j. iNeW AF %4-M - 015 � � ' OWNER: 6(-f1*,5h0C,- U /,/iylPs ASSESSOR PARCEL NUMBER Proposed Building Use: PSE Permit Technician: Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. E:C- 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4 4. Engineered truss details and layouts in duplicate. No faxes! q:.- 5. Letter from Engineer or Architect for truss design review. 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Letter of intent for non-residential buildings ❑ 12. Hazardous Material Form C17- 13. Acknowledgement of building permit application without required clearances. g- 14. Other Z{ r „A4,,,,,,/ 2. S,- s Ruining items needed to issue the permit. (May require additional plan review upon rec pt of the following items.) -7615. Sanitation and site plan approval from the Environmental Health Department in lhico ❑ Oroville, as applicable ❑ 16. Fire Sprinklers............................................................................................ ❑ 17. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 18. Soils Report and/or Engineered Foundation required ........................................... ❑ __tLErosion Control Plan Required........................................................................ 2 ees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 21. City of Chico Plumbing permit........................................................................ ❑ I 22. Site plan and business license approval from the City of Biggs .............................. fP' 23. California Department of Forest Ian approval aid. Sent by: Planning approval for (A) Use:W(B)Parking: (C) Parcel Check:....✓....... ❑ 25. Contact Land Development about _ Improvements, _ Drainage ........................ t� 26. NPDES Form............................................................................................. 27 Encroachment Permit for driveway from the Public Works Dept ........................... A Contractor's license information. (Number, Name Style, Classification) ................... 29. Worker's Compensation Carrier and Policy Number .......................................... �1T1 30. Owner -Builder Verification ( _ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction.......................................................................................... ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... 36. Other: AnDheA& Of fiver in �►1� ❑ 37. Other: e a '613- q '7 Name i 5q) -- 00 5 Cell (0 When issued TelephoneI e$GGyn fPC and hold for pickup. I have been informed of the above ite s and requirements for obtaining a building permit. Applicant:Date: 1. Index permit appy tion for the above ite M numbered: Plan Check Letter 2. Additional items recjpgEA Contractor, desi ane A owner was advised of the above data by phone, ❑ mail, ❑ counter, b Date: Contractor, r(er, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date: Structural approved by: r Date: Note transfer by: Date: U Yellow: Building Division COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES – BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 PHONE (530)538-7541, FAX (530)538-2140 SCHEDULE OF RECEIPT OF FEES Website: www.buttecounty.net/dds OWNER�P� 1L�r�—(',a wes, A.P. # PROPROSED BUILDING USE /QS DATE RECEIPT # DATTEEJR�EC. 1. BUILDING PERMIT FEES t� O�% --- Balance Due ..................... $ �, ! , " ' --- FEMA Flood elevation review ... $ --- Additional plan checking Fee.... $ ,f % /.� G 2. SCHOOL DISTRICT FEES 9 "1, P L�I �P� GIVen 7/ J �QS �.v , ,-25 -� (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$ Units Commercial (sq. ft g.)..... X $0.03 = $ Sq.Ftg. 4. RECREATION DISTRICT FEES Qd0apew-A (paid at Recreation District Office) (form available after Plan C ck) 5. RESIDENTIAL DEVELOPMENT IMPACT FEES . COUNTY WIDE (per dwelling) $ %�� ��, B' Y CHICO URBAN AREA (per dwelling) $ EL MEDIO FIRE DISTRICT (per dwelling) $ NORTH CHICO SPECIFIC PLAN (per. dwelling) Zoning 6'on1121/05 K- G , �' �S Q9 -of 4W6. SRA FIRE INSPECTION AND PLAN CHECK FEE $204.98 (paid at Building Division) 7. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division)rp 8. SMIP 9. OTHER C 10. OTHER 11. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan chef.Ici�g_process. 1, APPLICANT DATE '4-2--0-0-5 Pursuant to Gove nt Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days fro t date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specifi in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 3/05) E.N. USE ONLY • Slot Pian Anschad Ploar Plan Atnachad ra Sam to ®.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal ✓ Water Supply: Public ✓ Private Well Clearance for ✓dwelling. Other/477 2e2geq-4? I Hold final for: Final clearance O.K. for: NOTE: / 1 8/96 Specialist lrtR BsIL3f ° I2IhC'I IOT: Arai r�"q�o,st".,..0 _,.c_5.�'s._�.,..s�.r ..t,.,.x..... wit .. u-._.,���!�.•».(......r .._� .r.�sc�',r.i:o- .>. +;. Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the manor labor and material for construction of this proposed property improvement: YES f f JJ NO A. 2. I HAVE [ VI HAVE NOT [ ] signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: _ ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: _ ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: -- NAMF. ADDRESS PWWR TVPF C)F WC)PY SIGNED: PROPERTY OWNER: DATE: NOTE: This Owner -Builder verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. Rev'd 11/4/2004 AA Butte County Department ®f Development Services ADMINISTRATION ` BUILDING • GIS' PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538.7541 Telephone (530) 538-2140 Facsimile oON . � MA A WN e, ; . wt-iffloPme-N nei, bo—e-roati Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. 'If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that your plan to subcontract, you should be aware -of the following information for your benefit and protection: o If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $200 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. o If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers' compensation insurance,. disability insurance costs, and unemployment compensation contributions. o There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. o For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their "own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board in your community or at 1020 N Street, Sacramento, California 95814. Please complete and return the enclosed owner -builder verification from so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. N Mic el C. Vieiri, C.B.O. M ager, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. Dep art ment .0 o u n t J. Michael Crump, Director of Public o f B U t lurks LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville, CA 95965 (5.30) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) ease 11 Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement rLESS THAN 1 AGREJ Project Description: I L S1_ '�B P* 0 S-- 106L? Project Location and/or Parcel Number: By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre -or more of land and that I, therefore; do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California'Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date: , Z.O OJ— Less than I Acre NPDES & SWPPP Compliance Certification Butte County Department ofDevelopment Sery° ices ev 11 ° 7 County Center Drive ° ° Oroville, CA 95965 0 -' ° (530) 538-7601 Telephone ° to (530) 538-7785 Facsimile BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building permit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledge: • I need to submit applications for septic and/or well to Butte County Environmental Health immediately. • I am required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained • I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for disposition of plans. The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building_ permit or require submission of amended building_plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not limited to, verification the parcel was legally created, adherence to all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: Applicant Name: �� G I S L E P APN: 6— 06 - 00 3 pp clC Building site address: COL-FE-9,wA y PermitNo.: I have read, understood and accept the terms and conditions as expressed herein as indicated by my submission of the above -referenced building permit application and my signature below: — PA�_/Z/4k� SI ATURE OF AP ICANT �_ZO —DS DATE Copy to Applicant/EH/File K:Fonns/BldgPennitwithoutClearances 020705 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM TIPI% A Cq3— Q 1 1 (One form per Building) School DistrictPara I S& Building Department No. A.P. Number Jurisdiction: City V lCounty Property Owner Property Location/Address / L/ �yV -U ltr wo,\/ Mnaa' IOL J Subdivision Lot No. ....................................................................................... Residential Development Q . Q Q Sq. Footage2151 No of Living Mobile Home Addition/ 'Supplemental to (Group. R) Units Installation Conversion Permit # •(No foundation inspection) ......................................................................................... Commercial/Industrial Building Department Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Q Q Sq. Footage New Addition (Including Exterior ' Roofed Areas) ;nta ive Date District Identification No. /70 School District certifies that v (Applicant) 273.607 (Street Address) (Phone (Phone Number) Ad 4/�� CI -A- �F V!5Y (City) U (State) (Zip Code) has complied with the requirements of Resolution No. by payment of $ 1p03.� representing _2,15-1 square feet. School District Representative Paid by Check # Remarks: B 2926 : ULL MITIGATION $ Date Nodes: You may protest the Imposition d the fees Identified above by submitting a written protest to the District, In compliance with Govemment Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the Imposition of the fees in any court action. H, 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 mid" Its Impact on the school district's schools. White (school district), Yellow (building department), Pink (applicant) feeform.xis (3M5)dMm BUTTE COUNTY DEVELOPMENT FEE CERTIFICATION FORM 0 FEATHER RIVER RECREATION AND PARK DISTRICT (FRRPD) 0 CJHCO AREA RECREATION AND PARK DISTRICT (CARD) PARADISE RECREATION AND PARK DISTRICT (PRPD) 0 DURHAM RECREATION AND PARK DISTRICT (DRPD) Assessor Parcel Number (s) Q (01 DO Q - 01 CJ Building Permit Number RE 05- IW9 Property Owner (s) C7 Q1 S Itn (n t'y�_ 5 Project Location /Address n kt�- 1A�aU Subdivision Name Assessable Sq. Ftge 2 5 New Development Alteration/Addition(s) Type of Residential Development (check one) Single Family -Detached Single Family, Attached Non -Residential to Residential Multi -Family Dwelling Mobile home Mobile home replacement verified by Assessor Department Demo Permit (date issued ) verified by Building Department Comments: NS 6 Building Deparimen a esentative Date ❑ FRRPD 0 CARD PRPD ❑ DRPD certifies that: C-�eisler 4Q67 Applicant Name Phone Number Mailing Address ci State Zip Has complied with requirements of the Butte County Board of Supervisors Resolution No. 9 by Payment of: Dwelling Units @ $ per unit for a total of $ C - ?1,� 11 Square Feet @ $ WLI per sq foot for a total of $ U Remarks: Paid No: � Paid byy �Ceck District Representative KAFORMSWILDING FORM \park-rec standard form rev Ldoc Receipt No: 5� / 02/ Date :o g�T �Q. ENCROACHMENT PERMIT I�o o I County \ GCOy00 of Butte Department of Public Works 7 County Center Drive Oroville, CA 95965 U 9 Phone: (530) 538-7681 Fax: (530) 538-4356 All information except signature must be typed or legibly rinted Permit #: �% 3 NOTIFY COUNTY 24 HOURS BEFORE WORK IS TO BE STARTED Assessor's Parcel064 _ 0 / O `DO � � b Property Owner's Name: f � ��� � E-71 5 L � Number (Required): J V PROPERTY Phone: 30— G 7 3 _ �a 1`7 o / Property Address: /45780 C v(_ 7—E y Mailing Address (If Different): P. d • 13oX 1 ss 30 OWNER 4 G 1 t/ /$ C 1 75 Work will be performed by: ❑ Contractor ❑ Property Owner Contractor's Name: eee lc m d✓� Phone: Address: Q �; e Fax: WORK Contractor's License Certificate of Insurance currently ElYes ❑ No PERFORMED BY Number: onfile with Deoartment7 Applicant is: ❑ Property Owner ❑ Property Owner's Agent ❑ Contractor ❑ Other: I / WE, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the County roads and highways, all in accordance with County ordinances and general laws. Signature: Date Signed: Road affected: C, Y Time and Duration of Encroachment: CRIPermanent Encroachment ❑ Temporary: From To LOCATION Type of / Encroachment: `.,� liriveway ❑ Roadway ❑ Culvert �` El E3Pipe/Pipeline ElSign/Billboard ❑ Other Fence Site Plans C"Yes El No Attached: PERMIT IS: ❑ GRANTED ❑ DENIED Conditions: In compliance with the above request, and subject to all terms, conditions (including those on page 2 of this permit form) andspecial conditions written below, permission is hereby ranted. 1. ❑ Underground Service Alert (U.S.A.) must be notified two working days prior to any excavation. 800-227-2600 2. ❑ All work shall conform to accompanying: ❑ Detail ❑ Plans ❑ Special Conditions 3. ❑ Other Conditions: CRS C%A~2&o t 1J I/ --� o C6rS PERMIT CONDITIONS R"1k �� c t-S qz-o ��' Y� CQo _�D �"fZ'd• (2,l (To be filled in by County) Dater Issued: 7 —Z, E" Ex iration —7 Da e: (, Z� Sure / ry(/ �01� Date JJ- 741-05 Amount / ®�� Paid, J,�✓ f Check / �( No.: Mike Crump, Director of Public Works By: Road District: Inspected By:Inspection ❑ pleted - OK Completed –Not OK For County Results: 4Additional Comments Attached Use Only Comments: Note: If permits are faxed to any number besides 530) 538-4356, they can be delayed up to one week. Form: 200506EP Page 1 of 2 W I LLDAN Serving Public Agencies July 19, 2005 Scott Rutherford Butte County Building Department 7 County Center Drive Oroville, CA 95965 (530) 538-7169 (530) 538-2140 FAX BUTTE COUNTY PLAN REVIEW REPORT Status: Approved Willdan Project No: 14353-1576 Jurisdiction Job No: 05-1009 Assessor's Parcel No: 064-060-003,004 Description: Geisler NSF Dear Mr. Rutherford: 117 C Street Marysville, California 95901 530/749.2373 fax 530/749.2199 www.wilidan.com Willdan has completed a plan review of submitted plans and documents for the above referenced project and recommends your approval with the conditions noted on the 2nd page of this letter. The plans and documents provided for this review that have been found in compliance with the applicable codes are: * Plans: Two (2) copies sheets 1 through D-3 dated 03/25/05 and revision dated 06/24/05, by Gary Hawkins, AIA. * Structural Calculations: Two (2) copies dated 5/25/05, by Gary Hawkins, AIA * Energy Calculations: Two (2) copies dated 03/23/05, by Aaron Klemenok. The plans have been stamped with the Willdan approval stamp and dated. According to our previous letters relating to this project, the superseded plans and documents will be discarded within 10 days unless we receive other instructions. On the pages to follow is the identification of the codes and standards applicable to the project, a code analysis, conditions -of -approval and identification of any deferred submittals. �WILLDAServing Public �N APPLICABLE CODES Our review was based on requirements of the 2001 California Building Standards Code found in the California Code of Regulations, Title 24: • Part 2, known as the California Building Code (CBC) • Part 6, known as the California Energy Code, and Energy Commission Standards (CECS) CODE ANALYSIS Our plan review revealed the following information regarding the occupancy designation, type of construction, and other pertinent features. This information is not consistent with that shown on the permit application*. Specific Use Type of Occupancy Type of Construction Stori es 1" Floor Sq Ft 2°d floor Sq Ft r 3 floor sq ft Total Sq Ft Dwelling R-3 V -N 3 N/A 1374 777 2151 Garage U-1 V -N 1 752 N/A N/A 752 Cov. Porch R-3 V -N 2 N/A 75 N/A 75 Open Decks R-3 V -N 2 N/A *350 N/A *350 CONDITIONS OF APPROVAL 1. Approval is contingent upon the review, requirements and approval of other departments and/or agencies that have jurisdiction over this project. 2. Revisions and/or notes as red -lined on the plans. 4. *Permit application building areas specified in the scope -of -work shall be reconciled with plans to Butte County's satisfaction. SPECIAL INSPECTION NEEDS Our plan review reveals no special inspection needs pursuant to CBC 1701. DEFERRED SUBMITTALS Our plan review reveals no deferred submittals. Sincerely, AhVFW ger. Plans Examiner Page 2 o.f'2 Ricardo Guzman S.E. Structural Engineer County of Butte Willdan 14353-1576 gi se9.f Sf �i AND WHEN RECORDED MAIL TO: _ a. 5®0035 Recorded I REC FEE 13.00 BUTTE COUNTY P.UILDING DIVISION Official Records 1 7 COUNT?: -CENTER DRIVE ! County Of I COPIES 3.00 OROVILLE, CA 95965 1 Butte CANDACE J. GRUBBS 1 } County Clerk-Recorderl KL 09:KM 2& -Jun -2M I Page 1 of 3 ' AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date % Zc�OS PROPERTY OWNERS:/ )" State of California County of 7, 2no 3� before me, UA,;f S ►A 61 5L E A , 4AvIcE E_ GE 15«R personally appeared S�A-,s�, 2 personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s)Xare subscribed to the within instrument and acknowledged to me that hef"they executed the same in hisAkeWtheir authorized capacity(ies), and that by W&4wr/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hM and official seal. Signat Seal: DONALD H. MC ABEE --- Comm, I14nul N NOTARY P--- - CAItFORNIA A.P. # d = �6 v=op 3�= �6 rJ-Op 3� �i Butte MR My comm, Expires March 19,2008 '� -ip� ' Order No. BU -201304-2 AMM Description The land referred to herein is situated in the State of California, County of Butte, and is described as follows: PARCEL I: /I tp* 0,6 q— O`6 0— 003 LOT 20, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PARADISE PINES UNIT NO. 12", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MAY l3, 1971, IN BOOK 38 OF MAPS, AT PAGE(S) 24, 25, 26 AND 27. CERTIFICATE OF CORRECTION RECORDED AUGUST 27, 1985, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 85-26006. EXCEPTING THEREFROM ALL MINERALS, OIL, GAS, ASPHALTUM AND OTHER HYDROCARBON SUBSTANCES, WITH PROVISION THAT ANY AND ALL MINING OPERATIONS SHALL BE DONE FROM ORIFICES OUTSIDE THE SURFACE AREA OF THE LAND DESCRIBED HEREIN, AND THAT NO DAMAGE SHALL BE DONE TO SURFACE OF SAID LAND. APN 064-060-003-000 PARCEL II: A NON-EXCLUSIVE EASEMENT OVER LOTS A AND B (THE COMMON AREA) OF SAID PARADISE PINES UNIT NO. 12 AND THE LOTS DESIGNATED FOR COMMON AND RECREATION AREAS AS DESCRIBED IN THE DECLARATION OF ANNEXATION FOR UNITS IV, VI, VIII, X, XI, XII, XIII AND XIV. Order No. BU -201303-2 AMM Description The land referred to herein is situated in the State of California, County of Butte, and is described as follows: PARCEL I: 6 P ? O 6 v- O- O© q LOT 21, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PARADISE PINES UNIT NO. 12", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MAY 13, 1971, IN BOOK 38 OF MAPS, AT PAGES) 24, 25, 26 AND 27. CERTIFICATE OF CORRECTION RECORDED AUGUST 27, 1985, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 85-26006. EXCEPTING THEREFROM ALL MINERALS, OIL, GAS, ASPHALTUM AND OTHER HYDROCARBON SUBSTANCES, WITH PROVISION THAT ANY AND ALL MINING OPERATIONS SHALL BE DONE FROM ORIFICES OUTSIDE THE SURFACE AREA OF THE LAND DESCRIBED HEREIN, AND THAT NO DAMAGE SHALL BE DONE TO SURFACE OF SAID LAND. APN 064-060-004-000 PARCEL H: A NON-EXCLUSIVE EASEMENT OVER LOTS A AND B (THE COMMON AREA) OF SAID PARADISE PINES UNIT NO. 12 AND THE LOTS DESIGNATED FOR COMMON AND RECREATION AREAS AS DESCRIBED IN THE DECLARATION OF ANNEXATION FOR UNITS IV, VI, VIII, X, XI, XII, XIII AND XIV. RETURN TO CHICO EH TO SITE PLAN REVIEW APPLICATION Date: ?- C) AP# 6 6 7 — 0 6 0— Permit Number (if applicable) Bin Number APPLICANT INFORMATION Parcel Size: Owners Name: �� ►'►'� `e S G e / 5 �� r Owners Address: t{ c( cf � Uc 0 i,,—. w Q Telephone No.: Situs Address: Proposed Use: 2 7 ;1-32c? Email: Residential New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑. New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ® Septic ❑ Agricultural Exempt Building ❑ Other: BOTU " BOUNTY JUL Z 6 F'" 1 F-1Single Family Remodel SERVICES ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well ❑ Agricultural Buffer Form ❑ Applicable 0 N/A V4 ^-,Ov Brief Explanation fif necessary)��A7,trl0 0 DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval IN Site Plan Stamped Approved Bya66&ZDate 6 S Q Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: Snow Load Area: {o ❑. Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) �. Expansive Soils (Test for expansive soils and if verified proper foundation design required) &700&tat & SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: )( • Flood Panel No.: .0 0 00 7 C0 `f paC Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) ❑ Oroville Enterprise Zone Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ------------------------------------------------------------------------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: 9 .l Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front O 1 Side i Side Street �a Rear / Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 1 Applicable Development Fees: Standard Fees ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other Formula ----------------------------------------------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per -map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By ❑ Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: ❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain a Certificate of Compliance/Notice of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 Subdivision Map/Parcel Map: 4411(,[6y J,14 Cd 4VA� W pZPf 3 Map Date of Recording: Lot: 5-+--4 ❑ Use Permit/Minor Use Permit Permit Number: Book: 3 3' Date of Approval: Page: v2 Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Attached ❑ None ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for 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 the Fire Department specifications, serves the parcel. ❑ 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. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. ❑ Page 4 of 5 0 Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. re CAL.arrys\Building Permit Site Plan Reviewl.doc (2-20-04) Page 5 of 5 .+ HOLDRE6E & KULL CONSULTING ENGINEERS • GEOLOGISTS August 3, 2005 Project No. 70,074-01 Jim Geisler 14431 Vine Road Magalia, California, 95954 Phone: 530-873-6907, Fax: 530-872-4462 Reference: Geisler Property.Building Pad 14578 Coulter Way, Magalia, California Subject: Foundation Inspection Investigation Report Dear Jim, g/�6�os h- t4 In accordance with your request, Holdrege & Kull (H&K) performed a foundation inspection investigation of the Geisler property building pad located at 14578 Coulter Way, Magalia, California on August 2, 2005. We performed our foundation inspection investigation consistent with the work scope presented in our July 29 2005 proposal. The following presents our understanding of the project, and our work scope, findings, conclusions, recommendations, limitations, and closing statement: PROJECT DESCRIPTION Based on our conversations with you, we understand that the existing building pad was graded by Larry Beagler as a combination cut -fill pad by cutting into the existing hillside and placing the excavated soil as a compacted soil fill. We understand that this earthwork grading work was .not observed nor were compaction tests performed on the soil fill pad by a California licensed civil engineer or his/her representative. Additionally, H&K did not observe the cut -fill earthwork grading activities nor perform compaction testing of the soil fill portion of the pad. We understand that the proposed building will be a three-story, single family dwelling constructed with wood framing and concrete slab -on -grade ground floor (garage area), and exterior concrete slab -on -grade sidewalks and patios. We understand that about 1/3 of the building. structure will be constructed on the soil fill portion of.the pad and about 2/3 of the building structure will be constructed on the cut portion of the pad. We further understand that an approximately 8 -foot -high retaining wall will be constructed at the site. R70,074-01, 14578 COULTER WAY, 08-03-05A Holdrege & Kull (530) 894-2481 • FAX (530) 894-2431 • 1250 East Avenue, Suite 24 • Chico, CA 95926 • A California Corporation �' Project No. 70,074-01 August 3, 2005 WORK SCOPE Geisler Property, 14758 Coulter Way, Magalia, CA Limited Foundation Inspection Investigation Report Page 2 of 5 The H&K work scope entailed only the following activities: • Inspection of the proposed building structure foundation excavations to determine if the exposed soil conditions are suitable for support the building foundation loads. • We did not excavate any exploratory trenches or borings to evaluate the subsurface conditions of the on-site native soil nor of the existing fill soil placed and compacted by the earthwork contractor. • We did not take any on-site soil samples from the site for laboratory testing to determine their geotechnical engineering properties. • We did not evaluate the on-site soil conditions nor provide geotechnical .engineering design recommendations for the proposed building foundations nor for the proposed retaining walls to be constructed at the site. • We did not perform any compaction tests on the existing soil fill portion of the building pad. FINDINGS H&K made a site visit on August 2, 2005 to observe the foundations excavated into the existing cut -fill soil pad at the above referenced site. We observed the following conditions at the time of our site investigation: • H&K observed that the earthwork grading activities were complete at the time of our site investigation and consisted of grading a relatively flat, cut -fill soil pad. • Compaction testing of the fill soil portion of the building pad was -not performed by a California licensed civil engineer or his/her representative during grading of the site. • H&K observed that the building foundations excavations were all excavated into firm and competent native soil including the portion of the building structure to be constructed over the fill soil portion of the pad. In other words the foundations were excavated through the untested fill soil into the underlying firm and competent native soil material. • We understand that no additional earthwork grading will be performed at the site that will significantly modify or alter the existing cut -fill building pad that we observed at the site during our site visit on August 3, 2005. R70,074-01, 14578 COULTER WAY, 08-03-05A Holdrege 8 Kull Project No. 70,074-01 Geisler Property, 14758 Coulter'Way, Magalia, CA August 3, 2005 Limited Foundation Inspection Investigation Report Page 3 of 5 CONCLUSIONS H&K prepared the following conclusions based on our limited site investigation of the existing building foundation excavations: • We believe that the bottom of all of the proposed building foundations were founded into firm and competent native soil, including the portion of the building to be constructed over the pad area consisting of fill soil. In other words the foundation excavations were excavated through the fill soil into the underlying native soil. • We believe that the soil conditions exposed in the foundations excavations are relatively firm and competent and will provide the necessary bearing pressure capacity for the proposed three-story, wood -frame, single family dwelling. • We did not evaluate the foundation soil conditions for the proposed 8 -foot -high retaining wall. RECOMMENDATIONS H&K prepared the following geotechnical engineering recommendations for your consideration: 1. We recommend that all structural foundations be founded in competent native soil and not on any of the existing untested fill soils. 2. We recommend that If a structural foundation is to be founded in any of the existing untested fill soil, then the fill soil should be tested to document that it was compacted to a minimum of 90 percent of the American Society for Testing and Materials (ASTM) D1557 maximum dry density with a moisture content between 1 and 5 percentage points greater than the ASTM D1557 optimum moisture content. LIMITATIONS The following limitations apply to the findings, conclusions and recommendations presented in this report: 1. Our professional services were performed consistent. with the generally accepted geotechnical engineering principles and practices employed in .northern California. This warranty is in lieu of all other warranties, either expressed or implied. 2. H&K provided engineering services for the site project consistent with the work scope and contract agreement presented in our proposal and agreed to by our client. The findings, conclusions and recommendations presented in this report apply to the conditions existing when H&K performed our services and are intended only for our client, purposes, locations, time frames, and project R70,074-01, 14578 COULTER WAY, 08-03-05A Holdrege & Kull Project No. 70,074-01 August 3, 2005 Geisler Property, 14758 Coulter Way, Magalia, CA Limited Foundation Inspection Investigation Report Page 4 of 5 parameters described herein. H&K are not responsible for the impacts of any changes in environmental standards, practices, or regulations subsequent to completing our services. H&K do not warrant the accuracy of information supplied by.others, or the use of segregated portions of this report. This report is solely for the use of our client unless noted otherwise. Any reliance on this report by a third party is at the party's sole risk. 3. If changes are made to the nature or design of the project as described in this report, then the conclusions and recommendations presented in this report should be considered invalid by all parties. The validity of the conclusions and recommendations presented in this report can only be made by our firm; therefore, H&K should be allowed to review all project changes and prepare written responses with regards to their impacts on our conclusions and recommendations. However, additional fieldwork and laboratory testing may be required for us to develop any modifications to our recommendations. The cost to review project changes and perform additional fieldwork and laboratory testing necessary to modify our recommendations is beyond the scope -of -services presented in this report. Any additional work will be performed only after receipt of an approved scope -of -work, budget and written authorization to proceed. 4. The analyses, conclusions an recommendations presented in this report are based on the site conditions as they existed at the time H&K performed the surface and subsurface field investigations. H&K have assumed that the subsurface soil and ground water conditions that were exposed in the existing building foundation excavations are generally representative of the subsurface conditions throughout the entire project site. However, if the actual subsurface conditions encountered during construction are different than those described in this report, then H&K should be notified immediately so that we can review these differences and, if necessary, modify our recommendations. 5. Although the ground water table was not observed in the existing foundation excavations during our site visit, the elevation or depth to the ground water table underlying the project site may differ with time and location. Therefore, the depth to the ground water table is only representative of the specific time and location where and when it is observed. 6. Our geotechnical investigation scope -of -services did not include an evaluation of the project site for the presence of hazardous materials. Although, H&K did not observe the presence of hazardous materials at the time of our field investigation all project personnel should be careful and take the necessary precautions should hazardous materials be encountered during construction. 7. Our geotechnical investigation scope -of -services did not include an evaluation of the project site for the presence of mold nor for the future potential development of mold at the project site. If an evaluation of the presence of mold and/or for the future potential development 'of mold at the site is desired, then the property R70,074.01, 14578 COULTER WAY, 08-03-05A Holdrege & Kull Project No. 70,074-01 Geisler Property, 14758 Coulter Way, Magalia, CA August 3, 2005 Limited Foundation Inspection Investigation Report Page 5 of 5 owner should contact a consulting firm specializing in these types of investigations. Holdrege & Kull does not perform mold evaluation investigations. 8. Our limited geotechnical engineering foundation inspection investigation was limited to observing the competency of the soil exposed in the existing foundation excavations. H&K's work scope did not include developing geotechnical engineering design recommendations for both. foundations and concrete slab -on -grade floors nor steel reinforcements of these structural improvements. 9. Our limited geotechnical engineering foundation inspection investigation did not include making observations- of the foundation soil conditions and developing conclusions and geotechnical engineering design recommendations for the proposed 8 -foot -high retaining wall. CLOSING STATEMENT Please call if you have any questions or need additional information. Thank you for selecting Holdrege & Kull to provide these limited geotechnical engineering services for this important project. Sincerely, Holdrege ull Donald M. Olsen, R.C.E. 49,514 Senior Engineer Copies: 4 to: Addressee. R70,074-01, 14578 COULTER WAY, 08.03-05A Holdrege & Kull Jan 13 06 02:06p p•2 1.OERKE INS"" G0., It=IO .ATION �7'E .C-0 t NM 3 E'ERIOR WALL l b•5 4 RAMM FLDM MMIN Jim glopralmillm & Sf.Al3 FLOOR IPERWETER R@Qt114�0115) as 01111b DAlial� � �Dlf�� c,�.,gt�o S oma.. J 5 • 13 :oto ag lip ' �.�_ emd mmw mm Thee Reddems (R*Vakm) lbomid RAINS (R-Va[w* tl M G E E R ENGINEERING GROUP - P.O. Box 2493, Paradise. California 95967 ('530) 873-7731 Fax (530) 873-9762 August 16, 2005 County of Butte Building Division Department of Development Services 7 County Center Drive Oroville, CA Attention: Woody Townsend, Inspector Re: Permit No.: BP051009 APN: 064-060-015-000 Response to Field Inspection Notice Dear Woody: This correspondence is in response to your concern noted in a Correction Notice Dated 8/15/05 on the above referenced project. Item of Concern: 1. Provide provision for slab foundation from engineered dowels 24" oc. Response: 1, Replace framed basement level floor system with a 4" concrete slab on.grade with 6x6-W1.4xW1.4 welded wire fabric centered in slab. An alternate slab on grade system may include a 5" concrete slab reinforced with #4 bars at 24" on center and placed 3" clear of slab bottom. Both systems are to be placed over 4" of clean crushed rock or 2" of sand over 6 mil vapor barrier over 4" compacted gravel base. All exterior and interior line footings and contiguous spread footings shall remain as shown on sheet 5 of the approved plans. The above revised foundation will eliminate detail 3/D1. Since the original design of the slab on grade is floating and is not tied to the perimeter stem wall there is no need to add reinforcing dowels. Shrinkage (control) joints should be place at all re-entrant corners as well as 12 foot (max) centers. 2. Please note that the design provisions for the engineered retaining wall prepared by our office dated 8/11/05 shall be followed in addition to the design reference above. If you have any questions please feel free to contact me at (530) 873-7731. Sincerely, PROFESSIOA /e Mark Wegener, P.E. Wegener Engineering Group � � Wegener Endneerin2 Grou Project: Jim Geis/er Residence OS— Coq Date: November 21, 2005 Location: APN: 064-060-015-000, Butte County„ CA By: mw Ch: Sht: Request for Substitution i Substitution Request for APA Siding T1-11 in lieu of 3/8" CD Plywood. 8d NAILING PER PLAN STAGGER NAILING @ JOINT SPLICE ""' 'TYP) @SPLICE APA RATED T1 -I1 PLYWOOD i -a IG MIN PLAN T1-11 PLYW❑❑D J❑INT S!E NTS i i oFESSip;�� WEG v ICE Rpr 22 05 08:34a Western Woods Ewp Rick 5303431124 p.2 i 1 t. APA �c�,►� Certificate of Conformance Certificate ------Q 5 4 0 9 3 THIS 1S TO CERTIFY that the glued laminated timber products identified with a collective mark of Engineered Wood Systems (EWS) were manufactured in accordance with the applicable standards and associated specifications indicated below: ANSI Standard A190.1-1992, For Wood.Products — Structural Glued Laminated Timber NER-486 Glued Laminated Timber Combinations And "GAP" Computer Program For Determining Design Stresses AITC 117-93 — Manufacturing — Standard Specifications For Structural Glued Laminated Timber Of Softwood Species IT IS HEREBY CERTIFIED that the AAA EWS trademarked structural glued laminated timber members were produced in a manufacturing facility subject to regular audits in accordance with the Engineered Wood Systems (EWS) Quality Assurance Program. Routine audits include inspection of the manufacturing process and evaluation of the in -plant QA program with adequate sampling to verify conformance to industry standards for lumber grade and glueline bond quality. w 0 �•2�'��v��� a Hqr� d'�,��� a Z SEAL J; -Z iWAI tti� #frhi �����`� by _IL A AW, Thomas G. Williamson Executive Vice President ENGINEERED WOOD SYSTEMS is a related corporation of APA - THE ENGINEERED WOOD ASSOCIATION 7011 South 19th Street - P.O. Box 11700 - Tacoma, wA 98411-0700 Telephone: (253) SG -5-6600 - Fax Number. (253) 365.7265 01/24/2006 13:35 FAX 5308930532 Gary Hawkins Architect 0 002 GARY HAWKGNS ARCHITECT Jan. 24, 2006 Butte County Building Division 7 County Center Drive Oroville, Ca. 95965-3397 Attn: Vernell Bellus• RE: Giesler Residence Colter Way Magalia, Ca. Plan Check No.05-1009 14353-1576 t AP # 064-060-003,004 3045 Ceres Avenue, Suite 135 Chico, CA 95973 (530) 893-300 `Fax '(530) 893-0532 garyarch@sbcglobal.net At each end of roof beam #2 a IM612 hanger was used instead of sitting on posts on each end, the hanger is adequate to carry the load. At the bathroom #3 end of roof beam #2 the structural support was missing,. a 4x12 df#2 beam was placed between the floor joists at the second floor framing level, under the beam for support. The 4x12 has 2-2x4 studs and a existing footing under each end, at the front of the house and at the stairs for support. If you have any questions regarding this item, please do not hes*ate to call this office. Si ely '1kins Archt 01/24/2006 13A5 FAX 5308930532 Gary Hawkins Architect 003 Job number >> 04-159 Structural Calculations for Giesler Residence Colter way Magalia, Ca. hvrf,,�-� V'16 Gary Hawkins Architect 3045TCeres Ave. Ste 135 Chico, Ca. 95973 (530) 892-2700 (530) 893-0532 Fax DATE 1/25/06 N�A REN. \� 9� �F CA�U�� � 01/24/2006 13:35 FAX 5308930532 Gary Hawkins: Architect (n (n v) 81a moo r lJ r[VC Cr z:� C' V 17 (\ N N N N e7 tJFi'oTL` -r-0P • 2 � 004 Zll- I!f�.•� z k OF PL f.. Y18693 REN. OP CA��FD .2.. � Z - � 004 Zll- I!f�.•� z k OF PL f.. Y18693 REN. OP CA��FD .2.. - BM TO en 1 FBFB� V8' .Ir Gl.B.24E-Y4 ----� u AEEADERU t HEAOER2 HEADER ,W, �•� ,- NF R qL 5 0` 9'-�• -___-- - -- 0 2nd FLOOR FRAMIKCS PLAN ry N LINE 1 0 A35 CLIPS AT 36' O.C. RIIi JOIST TO TOP PLAT w 24'C iD SITE PLAN REVIEW APPLICATION ,+ IL Date: •% L,,2, - 7 /GS AP# Permit Number (if applicable) APPLICANT INFORMATION Parcel Size: Owners Name:96 Owners Address: 9 1/ ( / �- �T �5_ Telephone No.: Situs Address: �G "aLa Proposed Use: Residential 11 New Single Family Residential Single Family Addition ❑ Single Family Remodel ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved ❑ Conditionally Approved ❑ Resolve Problems Prior. to Approval Site Plan Stamped Approved " By Date Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: Snow Load Area::�U' Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) Watershed Protection Overlay Zone (See attached standards and requirements) J Expansive Soils (Test for expansive soils and if verified proper foundation design required) )no Cl SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: • Flood Panel No.:00 (P �'" , Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the Cali o a Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance -------------------------------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment -Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: r- -( G1' -SDR Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front �Q 30 , Side Side Street D , Rear Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 I Applicable Development Fees: Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other ---------------------------------------------------------------------------------------------- ---------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of .the building permit. Parcel Created By L1 Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards fpr Deed Creation:❑ No ❑ Yes Comments: 140-,M & 41 —060 -030 f - q1/(,%0-1 �a IN Parcel Deemed to be legal ❑ Verify Legal Parcel '❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑. Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 IN Subdivision Mapjarcel Map: Map Date of Recording: SI -13Z7 Lot:G-q" -4 ❑ Use Permit/Minor Use Permit Permit Number: Book: ',3 T Page: Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for 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 the Fire Department specifications, serves the parcel. ❑ 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. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development.. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for roa C Page 4 of 5 Lel C Summary of Specific Requirements: V This information provided in this summary is based on the application information and on the best available data at the time of review. C:llarryslBuilding Permit Site Plan Reviewl.doc Page 5 of 5 RECORDING REQUESTED BY and AFTER RECORDING RETURN TO: Butte County Public Works LAND DEVELOPMENT DIVISION 7 CountyCenter Drive Orovilie, CA 95965 LANDS BEING MERGED: 2004—��c`''2'804 Recorded Official Records Count yy Of surTE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 10:01AM 20 -Apr -2004 CERTIFICATE OF MERGER AP NUMBERS) 06 Y- -060 -003 0.,,d o 64 -o6o- o©4 NUMBER OF EXISTING PARCELS: 2 - REC FEE CONFORM Myles Page 1 of 3 EXISTING PARCELS CREATED BY: ❑ PATENT ❑ GRANT DEED ❑ GIFT DEED ❑ PARCEL MAP CdSUBDIVSION MAP ❑ OTHER RECORDING DATA: YEAR i 17 / BOOK / PAGE OR SERIAL NUMBER: A 3 2 Z f6:5 2 q, z S,. 2.6, 17 P4RA1b 1s E PinvFS UA, iT I'L SUBDIVISION/ PARCEL MAP: BLOCK LOT(S) 2 0 ANP L l As of the date of recordation, those lands noted above are merged to create _� parcel(s)ofland as described in Exhibits) attached hereto. APRIL 16, 2004 MIKE CRUMP DATE Director of Public Works OWNERS' CONSENT TO MERGER THE UNDERSIGNED, as owners of all that real property to be merged, do hereby consent and agree to the merger of such lands into that parcel(s) as described in Exhibit(s) A attached hereto. OWNER S SIGNATURES MUST BE NOTARIZED - Print name and tit/e ff app/icab/e) below signature line GEisL� R 4 -?-- r L� Date '.,w� Sig and print name & title Date f�N� cE t . G 117 LEO J. MUTTI COMM. 11367259 ROTARY PUBUC-CAUFORRIA . COUNTY OF BUTTE Comm V-1— Jul 29------------ , 2008 13.00 .00 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California ss. County of 1&Z �5 On 1 01/'< IgA�before mee!� Date personally << LEO JtALMI i COMM. 9307259 ROTARY PUBILl"AUFORRIA COUNTY OF BUTTE Comm. EJul 29, 2006 abvugu�.�nnarn. /Name and /Tile of 9111cerr (ee.g.;'Jabee Doe, Not Publ/ic/o+/� 'Jame(s) of Signer(s) ❑ ersonally known to me proved to me on the basis of satisfactory evidence to be the person(s) whose names) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies , and that by his/her/their signature soon the instrument the persons , or e et�i ntity upon behalf of which the person(s) acted, execu sd the instrument. WITN y hanJ4 ffi@1 seal../,/. Signature of Notary Public OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: _Z Document Date: Number Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer Signer's Name: ❑ Individual Top of thumb here ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ G ral ❑ Attorney -in -Fact ❑ Trustee ❑Guardian or nservator ❑ Other: 54h-er Is Representing: 0 1999 National Notary Association • 9350 De Soto Ave., P.O. Box 2402 • Chatsworth, CA 91313-2402 • www.nationalnolary.org Prod. No. 5907 Reorder: Call Toll -Free 1-800-876.6827 EXH/B/T `A " All that certain real property situate in the County of Butte, State of California, described as follows: BE/NG Lots 20 and 21, as shown on the certain map entitled, "Paradise Pines, Unit No. 12", which map was recorded in the Office of the Recorder of the County of Butte, State of California, on May 13, 1971, in Book 38 of Maps, at Page(s) 24, 25, 26 and 27. Certificate of Correction recorded August 27, 1985, under Butte County Recorder's Serial No. 85-26006. These two lots are to be.combined into one lot. TOGETHER W/THa non-exclusive easement over Lots A and B (the common area) of said Paradise Pines Unit No. 12 and the lots designated for common and recreation areas as described in the Declaration of Annexation for•Units IV, VI, VIII, X, XI, XII, XIII and XIV. EXCEPT/NC THEREFROM all minerals, oil, gas, asphaltum and other hydrocarbon substances, with provision that any and all mining operations shall be done from orifices outside the surface area of the land described herein, and that no damage shall be done to surface of said land. C:Descriptions\8331 Geis Ier.D-1 OF j,f-z,9,f Robert G. Agee, Jr. L.S. 4010 Registration Expires 6/30/04 END OF DOCUMENT QMR' S_ CERT lF1CATE LARWIN BEVEL 0PMENTS INC.. A CORPORATION AS OWNER OF THE LANDS INCLUDED WITH. N•PARAD ISE PINES UNIT N0. 12 -AS SHOWN WITHIN THE COLORED BORDER LINE ON THE ANNEXED MAP. AND OR OVILLE TITLE COMPANX. A CALIFORNIA CORPORATION AND TITLE IN SU RAN[[ AND TRUST COMPANY. A CALIFORNIA CORPORATION AS TRU S'I EES UNDER RECORII DEEDS OF TRUST. DO HEREBY CERTIFY THAT WE ARE THE ONLY PERSONS WHOSE CONSENT IS NECESSARY 10 PASS CLEAR TITLE TO SAID LAND AND WE CONSENT TO THE PREPARATION AND RECORDATION OF SAID APAP AS SHOWN WITHIN THE COLORED BORDER LINES. THOS F. PORTIONS OF A SH EVILLE DRIVE , LEICESTER DRIVE . BRI DOE PORT CIRCLE. KILGORD COURT , JULLI ARD COURT, COLTER 'NAY , AND CANNON COURT AS SHOWN WITHIN THE COLORED BORDER LINES ONSA IC !AAP ARE HEREBY OFFERED FOR DEOICAT ION FOR PUBLIC USE FOR COUNTY ROAD PURPOSES, WE ALSO OFFER FO'n DEDICATION. AND DO HEREBY OSOtCATE FOR SPECIFIC PURP05F5, THE FOLLOWING: (AJ RIGHTS OF HAY AND EAS[ MENI'S FOR WA ER, GAS, SEWER, AND DRAINAGE PIPES. 'T OGETH.F.R WITH ANY AMC ALL,APPURTENANCES APPERTAINING THERETO. ON. OVER, AND UNDER THOSE STRIPS OF LAND DESIGNATED PUBLIC UTILITY EASLMEYT CONTIGUOUS TO THE REAR AND/OR SIDELINES OF LOTS AND OF THE WIDTHS SHOWN ME,REON. (S)EASEMENTS FOR LIGHT AND AIR OVER THOSE STRIPS OF LAN[ LYING BET WE EN TH.E FRONT AND/OR SIDELINES OF LOT$ ANO THE LINES SH 05',71 HEREON PND ES GNATED SET BACK LINE. SAID STRIPS TO BE KEPT OPEN AND FREE OF BUILDINGS. (C) RIGHTS OF WAY ANC EASEMENTS FOR DRAINAGE PI PF.S TOGETHER WITH ANY AND ALL APPUP.T EV AN CES APPERTAINING THERETO ON, OVER, ANU UNDER THOSE STRIPS OF LAND DESIGNATED DRAINAGE EASEMENT IN THE LOCATIONS AND OF THE WIDTHS SHOWN HEREON. (D) EASEMENTS FOR ANCHORS, GUYS. OVERREAD AND UNDER GnROUND :'NRES AND CONDUITS FOR ELE C TRIC AND TELEPHONE, WI TEH, SEWER AND GAS SERVICE TOGETHER WITH ANY AND ALL APPURTENANCES THCRE TO ON. OVER AND UNDER STRIPS OF LAND 10 FEET IN WIDTH WITHIN THE LOTS AND CONTIGUOUS TO ANY STREET OR OTHER PUBLIC WAY 'TOGEIIIER WITH THE RIGHT TB TRIM OR REMOVE ONLY TiI. NECESSARY TREES. TREE LIMBS OR BRUSH. ;E) EASEMENTS FOF POLES, ANCHORS AND GUYS ON, OVER AND ACROSS THOSE STRIPS OF LAND LYING WI TIT IN 2 FEET ON BOTH S'D'CS OF ALL SIDE LOT LINES AND EXTENDING 35 FEET BACK FROM THE FRONT PROPERTY LINES (F) A RIGHT OF WAY AND EASEMENT TO THE COUNTY OF BUTTE FOR CON - R N MAINTAINING NF ESSARY DRAINAGE T'NG RE CNST.UCAND HERETO. I G .0 5 TRU[ C N A OF LOTS THERETO. ON. OVER AND UNDER ALL Pl.CI LITRES AND APPURTENANCES E A AND B SHOWN HENEON. (G) EASEMENTS FOR PUBLIC UTILITIES AND SEWERS ON,OVER,AND ACROSS A FIVE (5.00) FOOT STRIP OF LAND ALONG EACH SIDE OF ALL SIDE LOT LINES. LARWIN DEVELOPMENTS. INC., A CALIFORNIA CORPORATION, AS OWNER E)EEC TIVE V E PRESID NT 4SSISTAN7 'SECRETARY STATE OF CALIFORNIA SS COUNTY OF I.O�ANGELES 1 OH THIS/L" DAY OF49 4a¢(tL• 1970. BEFORE ME, THE UNDERSIGNCD A NOTARY PUBLIC M AND FOR THE COUNTY OF LOS ANGELES ,. PERSON ALLY APPEARED JERRY BERGER AND MICIIAEI. U. CATCHCART KNOWN TO ME TO EE THE EXECUTIVE VICE PRESIDENT AND ASSISTANT SECRETARY. RESPECTIVELY OF LARWIN DEVELOPMENTS. INC.. A CORPORATION, WHICH EXECUTED THE FORE- GOING CERTIFICATE ON SEH AI.i OF THE CORPCRATION THEREIN NAME C. AND ACKNOWLEDGED TO ME THAT SUCH COR P OR AT 1011 EXECUTED THE SAME. NOTARY PUBLIC MY COMM, 551ON E%PIRES -- OROV�LLF TITLE COMPANY. A CALIFORNIA CORPORATION. AS TRUSTEE J STA TF Ot6ALI1&IA 1 J, COUNTY OF 6l_ ) ON THISdLyf5TAY OF XA, -E 1-'71971, BEFORE ME. TH- UNDERSIGNED, A NOTARY PUS," },.N AND FUR THE COUNTY OF_ A" Y� PERSONALLY APPEARED ED _ nTlA,rl..n if •.,.. ,�— AND.R�� GCOy.I'. KNOWN 'TO ME TO DE THE ✓ -- -4•: Jla"•O *NAND /ii 9J1SYHlUT Y,ael^r.' 'd) RESPECTIVELY, OF OROVILLE TITLE COMPANY, A CALIFORNIA CORPORATION. WHICH EXECUTED THE FOREGOING CERTIFICATE. AND KNOWN TO ME TO BE THE PERSONS WHO EXECUTED THE FOREGOING CERTIFICATE. ON BEHALF OF THE CORPORATION THEREIN K n' NAMED, AND ACIWI.'CDIF"` TO ME THAT SUCH CORPORATION EXE CL'TED THE SAME. r+UI t'���/ 491_1{/_/' MY COMMISSION EXPIRES _. G/:. ..:A 7.NC[ ESC ,COf�POWA 19N.: A CALIFORNIA CQRRORATION. AS TRUSTEE STATE OF CALIFORNIA 1 SS - COUNTY OF Lnx .A n,;?Ip._ I ON TRI$ )il!'DAY OF 0-b- 1970. BEFORE ME, THE UNDERSIGNED. A NOTARY PUBLIC IN AND FOR THE COUNTY OF Loc A-11, PERSONALLY APPEARED _'en C. CozphC_I _-AND-C:n{po-Boor• _ KNOWN '1'0 ME TO BE THE A e Prn.. _.._ RESPECTIVELY, OF ALLIAN'CC ESCROW CORPORATIONK A CALIFORNIA COR PORAT ION, WHICH EXECUTED 1:HC FOREGOING CERTIFICATE, AND KNOWN TO METO BE THE PERSONS WHO EXECUTED THE. FOREGOING CERTIFICATE ON 'BEN ALF OF THE CORPORATION THEREIN NAMED. AND ACKNOWLEDGE TO ME THAT„SIICH..CQRPORATION FX.E.CUTEU THE SAMA. G .7. tA TT �'L)r •z • • NOTARY PURL I•G-/ ''///ff1 ei - - -� • _ MY C01.1M1551�)V EXPIRES 0:'::`I_.. C. 191 jT•!1'lC IN �•= AND' E ND TRUST COMPANY, A CAUIFO RNI C(�O///R�/�J�{0p'R�A'TI ON. AS TRUST T.ES STATE OFCALIFORNIA I SS COUNTY OF>�I11C2q TYTLT'Pi ON-IIIS�DAY OFQGTObCR—. 190o'/''0� BEFORE ME. THE UNCERSIGNED. A NOTARY PUBLIC IN ANO FOR TH�j COUNTY OF__.jf)A, PERSONALLY A PP EA REDSELR ES��LRl B c�--y°�NO_/Q'y-p/ (LC>£ KNOWN TO M-_ TO BE THE�NO _JitlC. lJ�_ RESPECTIVELY. OF TITLE INSURANCE AND TRUSTCOMPANY, A CA�L:FORN COR ?ORATION WHICH EXECUTED THE iOREGOINC CEP,TIFICAT VD .141E TO ME TO BE THF. PERSONS WHO EXE CH TCD THE F OING CER 0 �eEHALF OF THE CORPORATION THEREIN NA� ACK 'D Mr. KA'I SUCH CORPORATION EXECUTED THE FAME. ) yj L G26AGIA B. PRw,"tL !t NOT Y PU �p �g } '. N"••r :°I�."'•--F} MY ON.MI SSIO.N EXPi-nES T Y SURVEYOR'S CERTIFICAT I. DONALD D. MCCORMI CK. 00 HEREBY CERTIFY 'THAT' 1 AM A REG ISTEREO CIVIL ENGINEER OF TILE STATE OF CAL I FORN'IA. THAT THE ANNEXED MAP OF'PARAOISE PINES UNIT NO. 12'CORRECTLY REPRESENTS A SURVEY MADE UNDER MY DIRECTION IN SEPTEMBER, 1970 I'll AT IT iS TRUE AND COMPLETE AS SHOWN THAT THE %ION- 11MENTS SHOWN THEREON ARE SET IN THEIR CORRECT POSITION AND ARE SUFFI- C II'VT TO ENA9LE THE SURVEY TC BE RETRACED. DONALD D. MCCORMICK. R.C.C. 9033 3S-gy . AUDITOR'S CERTIF I. F.N. SEELY, JR., AUDITOR OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA UO HEREBY CF. R'I'I FY THAT THERE PRC NO LIENS AGA;NST"PARADISE PINES UNIT N0. I]." A$ NERECN SET TOfl1H, OR UNPAID STpT E. COUNTY MUNICIPAL OR LOCAL TAXES OR SPECIAL A55CSSMENTS COLLEC TFD AS TAXES FXC EPT TAXES OR SPECIAL ASSESSMENTS NOT YF.T PpYABL E. TA%ES OR SPECIAL ASSESSMENTS Y• CN ARE A LIEN BUT NOT YE'T PAYABLE. I ESTIMA't F. i0 BE IN THE 4MOlINT_LeL�.(_ .H. SEELY. JR.. PUBLIC WORK'S CERTIFICATE I, CLAY CASTL EBCRRY OI RECTOR OF PUBLIC 'KORKS OF THE COUNTY OF BUTTE, STATE CF COLI FO H\IA DO HEREBY CERTIFY THAT I HAVE EXAMINED THE FI VAL MAP OF"PARADISE P:NE5 UK IT NO. 12'THAT IT IS SUBSTANTIALLY THC SAME AS APPEARED ON THE TENTATIVE MAP ON FILE AND ANY APPROVED ALTERNATIONS TIIERF.- OF. THAT ALL PROVISIONS OF TH.E $UBDI VISION MAP ACT ' OF TAE STATE CF CALI- FORNIA, AND LOCAL ORDINANCES APPLICPB,C AT THE TIME OF APPROVAL OF SAID TENiATI VE MAP HAVE BEEN COMPLIED 'WITH. AND I AM SATISFIED THAT SAID ,NAP IS '1'ECHNI CALLY CORRECT. CLAY—CA LESERRRRY�, R^.E. 14224 DIRCCIO OF PUBLIC 'A'ORKS. COUNTY COUNTY _E 'S CERTIFICATE OF BUTTE I CLARK Vf T F F F A. -L SCR. COUNTY CLERK 0 THE COUNTY 0 SUITE. STATE 0 CALI- FORNIA. DO HEREBY CERTIFY THAT ON THEII DAY OFMA. _ 1971. THE OU T TE COUNTY BOARD OF SUPERVISORS OFFICIALLY APPROVED THE SUDDI VISION MAP OF•PAN ADI SE PINES UNIT N0. 12'THE RECEIPT OF SATISFACTORY SECURITY IN THC AUDITUKS LSIIMAIED AMOUNT OF-A_/J��"?_0}�T'0 INSURE PAYMENT OF TAXES WHICH ARE A LIEN BUT :40T YET PAYABLE NbS ACKNOWLEDGED. THOSE PORTIONS OF ASHEVILLE DRIVE . LEICESTER DRIVE ERIOGE'PORT CIRCLE, KILGORD COURT ,JULLIARD COURT, COLTER WAY„ AND CANNON COURT ASSHOWN.WITHIN THE COLORED BORDER LINES ON SAID MAP AND OFFERED FOR DEDICATION FOR PUBLIC USE WERE ACCEPTED ON BEHALF OF THE PUBLIC FOR COUNTY ROAD PURPOSES. CLARK A. NELSON. COUNTY CUE—RR •:l BY DEPUTY RECORDER'S CERTIFICA RECORDED IN THE OFFICE OF THE RECORDER OF BUTTE COUNTY, STATE OF CALI- FORNIA. AT THE REQUEST Q OF OROVII LE TI TLF COMPANY aP_IKINUTF_S PAST -a 0 C'_OCK P -.-M. 0% THEJ.3 DAY OF 1-71. IN BOOKJ.Y OF MAPS AT PAGESA1.1-7—RECORDING NUMBER .3�a:._ LCUISE KLUENDER. QU'I'TE COUNTY BY S • fPU'IY SUBDIVISION N0. _oZ� PARADISE PINES UNIT N0. 12 PTN. SEC. 23 T23 N., R.3 E., M.D. M. BUTTE COUNTY, CALIFORNIA SCALE' I"m 100' APRIL , 1971 MURRAY B MICORMICK INC. CIVIL ENGINEERS LAND SURVEYORS 1912 F SC,SACRAMENTO, CALIFORNIA SHEET I OF a SHEETS ( I I EE 9</EET NO, � ( :; •f , B:' 2 � iS:) - oJ-LO I ooW \VDD / n 1 I SET NAIL AND TIN .... ... ....... ... .. .. .. O 4�ti r V' :.)Q ti :/ // ^�/ i _ e!'<9,,,y /i).0 =--<.. > oWpyW,� •0 ' 1',I; \� -../ -y .,, "^ ' $�- ii, I 't,,,,- �'+•'< (SET BACK LINE ..................... °W V� °° a yt0 d A. e'I, C 8G � / 7 1 D � ,a / a G _8 dao d ,t PUBLIC UTILITY EASEMENT IP. U. E. 1..�---Z-- 30 S +�` b� ' ' / �'<�•'o' m\ 8Z 7 - dl� •/r e�<y; �- ''.If?' SOL' °yS tt ILS a I A'y' 0 oc2-- °Ox I�' _S a- . ,� 9 d.�' .-4'.a+•auC a /O P.sr• . �t`�._db 1 b�) , DRAINAGE EASEMENT (D.F..) .......... 'RECREAe'I ONAI EASEMENT (R. E. 1......... G 83 SET CENTERLINE MONUMENT ...................... t °�,.Jmi I ,I � �i o�•a`. �F dy�Ir`'/ '• 11 � _\S, �8'!'g .. P' 9% .. SET 2 K 3 IRON PIPE TAGGED P.G.E. 9033 11j e L BO(Y I ' ca c'� ,t ,�• � `• r` � ' - �.� e a:; ,d .o FOUND MONUMENT AS SHOWN.... :FOUNC 2 IRON PIPE TAGGED R.L.E. 9033...... • o tt ,Iti, `. ( >i_se� a C. g1 !P i k M'� 9 °` I---� ALL LOT CORNERS NOT INDICATEDOVE BY THE (ABSYM90LS TO 9E MARKED BY 3/A- I% 'f /^' y0t cq- .',!` 11pp"'• __°; w ti/ g a: �'�,.� /43 I RON PIN 'KITH 'fA6 R.C.E. 9033 7 11 / LD'�'_ 'O° w2 •. .\ °°b:1'� wlt r�i ,d' $ 27 z •�,5 a '.y,n,9' 6� D e. 6s u �` 2� d . ppj • LD 26 & n ' °f,tltl B6 tl-a`a �. L� a Ity /00 N /aq $:8 x N ,' /•a4 , it 1t�'\l! •") : .. $ crFr!•P; w Fire'..• i V a !� /32 /35 ��. / __ S7pti d i I ` "/ ..d ,< a a • . J/; �I�L�P,'%�_°J%°• .B t . /-45 e: e 'c/3a.r'— fiti' \'� ''ab �i °diC• � _.<sJ!_� � >. �•.• 'v� ryN °'' g.�•'r� .:ArJa:v- ' I.� 'V'i�•J� gip° d2 TF��+---'r ^a ltt z ^ e '•a, a' • ^'+x> ;.:..:.' e•.T.J' ee 9� arly' L x IL - .f .:,. f t� _ r .� .,vi)s• � Ni �%> �, i°°°° V:.'E � It � wi $ P " 'e •ar• � 1^� y 4 e /•4 j a° LOT B 34699 40. d° q� P /9 i j /7 0 LVATU,PdL 02EG p�q,. Jo F 8. JOHN B Q/<.r To oris N. i✓m,�� F 2JC CLKO F<9.EY/dL/Y i �` NO9SJ)OPR'��� SEP/4L Lh V'^ \ rJ'!P f i J)!!'r/-/✓ S!r•9!'�B'E :"%rc tve. 3lr ya. Soo•/) -!/-F ' I.... _ _ .. _ .. .. � .`.....- � -9 Gb 96 !i C - J 6FJ• J e° ,< J�' "r.l; I ;W IS OF BEARINGS I ;THE CFLIFORNIA COORDINATE SYSTEM ].ONE 2 SUBDIVISION NO. a8 I TESTA BLISNF.D FROM TRIANGULATION STATION SAWMILL 7or14 dCGES /39/66 !GULATION STAT9ION BALD(MOUNTABIN (X-2. 4,.3.0.63PA R A DIS E PINES UNIT N 0. 12 LorS T%OdG IY-032.949.42) BEARING N 2223' 29 E AS SHOWN 'I 20409 /2.pL/ jON THATPAMENDED RECORD 99 BUR E FILEDIN RECOROS. PTN. SEC. 23 T.23 N., R3E., M.D.M. BUTTE COUNTYCALIFORNIA T I LOTS O/B ggoq :DISTANCES SHOWN HEREON ARE GRID DISTANCES: ) SHEE9 MULTIPLY BY 1.0001138 t0 OBTAIN GROUND DISTANCES. SCALE' I"=IDD' APRIL , 1971 MURRAY 5 McCORMICK INC. .rn�eev �d, SNEE-T /NOEXJ - CIVIL ENGINEERS - LAND SURVEYORS 1912 F S[, SACRAMENTO, CALIFORNIA V/C//V/TY M.9P SHEET 3 OF 4 SHEETS 0 T�t�0 Department 0 0 C o u n t y O 0 0 0 J. Michael Crump, Director O O Ac�U N�yy Warner C. Phillips, Assistant Director tic WO�� April 22, 2004 James & Janice Geisler 499 Valley View Drive Paradise, CA 95969 of Public Works o f B u t t e Re: Application for Certificate of Single Merger AP 064-060-003 & 004 Dear Mr. & Mrs. Geisler: LAND DEVELOPMENT DIVISION 7 County Center Drive Oroville, CA 95965 (530) 538-7266 (FAX) 538-7171 BUTTE COUNTY APR 2 2 2004 DEVELOPMENT SERVICES On April 16, 2004, the Department of Public Works made the finding that the Certificate of Merger on the above referenced property is exempt from environmental review, and approved the project. Enclosed please find a conformed copy of the Certificate of Merger that was issued by the Butte County Department of Public Works and recorded on April 20, 2004, under Serial Number 2004-0022804, in the office of the Butte County Recorder. If you have any questions concerning this matter please contact this office at (530) 538-7266, Monday through Friday, 8:00 a.m. to 4:00 p.m. Sincerely, Stuart Edell Manager, Land Development Division SE/kp cc: Anvironmental Health Department Building Division Sierra West Surveying (8331) RECORDING REQUESTED BY and AFTER RECORDING RETURN TO: Butte County Public Works LAND DEVELOPMENT DIVISION 7 CountyCenter Drive Oroviiie, CA 95965 LANDS BEING MERGED: C:®PY of Document Recorded 20 -Apr -2004 2004-0022804 Has not been compared with original BUTTE COUNTY RECORDER CERTIFICATE OF MERGER AP NUMBERS) 06 q- -064 -c903 0 064 -060 -co -4 NUMBER OF EXISTING PARCELS: 9 EXISTING PARCELS CREATED BY: ❑ PATENT ❑ GRANT DEED ❑ GIFT DEED ❑ PARCEL MAP IdSUBDIVSION MAP ❑ OTHER RECORDING DATA: YEAR ► i71 BOOK / PAGE OR SERIAL NUMBER: A 3 R % zS Z6, 17 Pftz h D i s r PJ N Fs v�� rr l:L SUBDIVISION / PARCEL MAP: BLOCK LOTS) 2 O,INo 2- I As of the date of recordation, those lands noted above are merged to create �_ paroel(s)ofland as described in Exhibit(s) attached hereto. APRIL 16, 2004 MIKE CRUMP DATE Director of Public Works OWNERS' CONSENT TO MERGER THE UNDERSIGNED, as owners of all that real property to be merged, do hereby consent and agree to the merger of such lands into that parcel(s) as described in Exhibit(s) _ /� attached hereto. OWNER S SIGNATURES MUST BE NOTARIZED - Print name and title (if applicable) below signature fine c,e-lfLER Sig and print name & title f}mI CE t�- _ LEO J. MUTTI 11(zaeCOMM. 11367259 darROTARY PUBUC-CAUFORHIA I@ COUNTY OF BUTTE Comm. Ex Ires Jul 20, 2006 4 -F- r L� Date Date CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California ss. County of 13U rn� On ® // /Z o�C' before r Data . personally LEO J. ML�fL Comm. Ex Ires Jul CA Comm. # 9367259 CC CC NOTARY PUBtIJ"AUFORR1IA COUNTY OFBUT:E 29, 2006 lst+dsraaru +� - Name and Title of /officer (e.g., JJa�bee Doe, Nota Public")) F Vame(s) of Signer(s) ❑ersonally known to me proved to me on the basis of satisfactory evidence to be the person s whose name s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies , and that by his/her/their signatures on the instrument the persons , or e entity upon behalf of which the person(s) acted, execu d the instrument. WITNq y hanAa > I lai seal.o'A, Q./ / Sign5ture of Notary Public OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: _Z Document Date: Number Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer Signer's Name: ❑ Individual Top of thumb here ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ G ral ❑ Attomey-in-Fact ❑ Trustee ❑ Guardian or nservator ❑ Other: ner Is Representing: 0 1999 National Notary Association • 9350 De Soto Ave., P.O. Box 2402 • Chatsworth, CA 91313-2402 • w .nationalnotary.org Prod. No. 5907 Reorder: Call Toll -Free 1.800876-6827 EXH/B/T `A " All that certain real property situate in the County of Butte, State of California, described as follows: RE/NC Lots 20 and 21, as shown on the certain map entitled, "Paradise Pines, Unit No. 12", which map was recorded in the Office of the Recorder of the County of Butte, State of California, on May 13, 1971, in Book 38 of Maps, at Page(s) 24, 25, 26 and 27. Certificate of Correction recorded August 27, 1985, under Butte County Recorder's Serial No. 85-26006. These two lots are to be combined into one lot. TOGETHER WITH a non-exclusive easement over Lots A and B (the common area) of said Paradise Pines Unit No. 12 and the lots designated for common and recreation areas as described in the Declaration of Annexation for Units IV, VI, Vlll, X, XI, XII, XIII and XIV. EXCEPTINC THEREFROM all minerals, oil, -gas, asphaltum and other hydrocarbon substances, with provision that any and all mining operations shall be done from orifices outside the surface area of the land described herein, and that no damage shall be done to surface of said land. OF C: Descriptions\8331Geisler.D-1 Robert G. Agee, Jr. L.S. 4010 Registration Expires 6/30/04 END OF DOCUMENT ok Department of Public Works o C o u n t y o f B u t t e O J. Michael Crump, Director LAND DEVELOPMENT DIVISION O 7 County Center Drive Warner C. Phillips, Assistant Director Oroville, CA 95965 (530) 538-7266 (FAX) 538-7171 April 22, 2004 James & Janice Geisler 499 Valley View Drive Paradise, CA 95969 Re: Application for Certificate of Single Merger AP 064-060-003 & 004 Dear Mr. & Mrs. Geisler: On April 16, 2004, the Department of Public Works made the finding that the Certificate of Merger on the above referenced property is exempt from environmental review, and approved the project. Enclosed please find a conformed copy of the Certificate of Merger that was issued by the Butte County Department of Public Works and recorded on April 20, 2004, under Serial Number 20040022804, in the office of the Butte County Recorder. If you have any questions concerning this matter, please contact this office at (530) 538-7266, Monday through Friday, 8:00 a.m. to 4:00 -p.m. Sincerely, Stuart Edell Manager, Land Development Division SE/kp cc: Environmental Health Department Building Division Sierra West Surveying (8331) RECORDING REQUESTED BY and AFTER RECORDING RETURN TO: Butte County Public Works LAND DEVELOPMENT DIVISION 7 CountyCenter Drive Oroville, CA 95965 LANDS BEING MERGED: COPY of Document Recorded 20 -Apr -2004 2004-0022804 Has not been compared with original BUTTE COUNTY RECORDER CERTIFICATE OF MERCER APNUMBER(S) 06'-060-003 0 o64-v6a-ae4 NUMBER OF EXISTING PARCELS: EXISTING PARCELS CREATED BY: ❑ PATENT ❑ GRANT DEED ❑ GIFT DEED ❑ PARCEL MAP cdSUBDIVSION MAP ❑ OTHER RECORDING DATA: YEAR l 9 71 BOOK /PAGE OR SERIAL NUMBER: gk 3 8�J~C-S ;14, Z S; -6,1 7 (•'/9 R A D i s c Pl nv FSy/� r1 ['- SUBDIVISION / PARCEL MAP: BLOCK LOT(S) 2 0 A-,0 ;11 As of the date of recordation, those lands noted above are merged to create _� paroe!(s)ofland as described in Exhibits) attached hereto. APRIL 16, 2004 MIKE CRUMP DATE Director of Public Works OWNERS' CONSENT TO MERGER THE UNDERSIGNED, as owners of all that real property to be merged, do hereby consent and agree to the merger of such lands into that fie parcel(s) as described in Exhibit(s) 4 attached hereto. OWNERS SIGNATURES MUST BE NOTARIZED - Print name and title (If applicable) below signature line CEISLER Sig and print name & title 4 -�?- P L� Date Date =TOA 67259 AUFORMAUTTE/g/�� 28, 2006 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California ss. County of 1 _1_ ✓% On /ri 1gACW before me Date . personally iilliT- LMUTTI H COMM. # 1357259 - NOTARY PUBLIC-CAlffi'RMA ,a COUNTY OF BUT: E rrr Comm. Ex Ires JuIv 29, 2006 /Name and Title of ffcer (e.g., U1hee Doe, Nota Publicl r Name(s) of Signer(s) ❑ ersonally known to me proved to me on the basis of satisfactory evidence to be theerson s whose name s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same • in his/her/their authorized capacityK ►es , and that by his/her/their signatures on the instrument the persons), or e entity upon behalf of which the person(s) acted, e,,xeccuu d the instrument. r WITNJEY hanAal seal.,,ol0. Signhture of Notary Public OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Document Date: Number Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer Signer's Name: WIWI INN ❑ Individual Top of thumb.here ❑ Corporate Officer — Title(s): O Partner — ❑ Limited ❑ G ral ❑ Attorney -in -Fact ❑ Trustee ❑ Guardian or nservator ❑ Other: her Is Representing: 0 1999 National Notary Association • 9350 De Soto Ave.. P.O. Box 2402 • Chatsworth, CA 91313.2402 • www.nalionalnotary.org Prod. No. 5907 Reorder. Call Toll -Free 1-800-676.6627 EXH/B/T `A " All that certain real property situate in the County of Butte, State of California, described as follows: BE/NC Lots 20 and 21, as shown on the certain map entitled, "Paradise Pines, Unit No. 12", which map was recorded in the Office of the Recorder of the County of Butte, State of California, on May 13, 1971, in Book 38 of Maps, at Page(s) 24, 25, 26 and 27. Certificate of Correction recorded August 27, 1985, under Butte County Recorder's Serial No. 85-26006. These two lots are to be combined into one lot. TOGETHER W/TH a non-exclusive easement over Lots A and B (the common area) of said Paradise Pines Unit No. 12 and the lots designated for common and recreation areas as described in the Declaration of Annexation for Units IV, VI, VIII, X, XI, XII, XIII and XIV. EXCEPT/NC THEREFROM all minerals, oil, gas, asphaltum and other hydrocarbon substances, with provision that any and all mining operations shall be done from orifices outside the surface area of the land described herein, and that no damage shall be done to surface of said land. C:Descriptions\8331Geis ler. D-1 OF Robert G. Agee, Jr. L. S. 4010 Registration Expires 6/30/04 END OF DOCUMENT 1 4 RESIDENTIAL r• v� PERMIT NO. _ 061-060-00 05-1009 — n GEISLER, JAMES COLTF,R WAY, MAGALIA Cont: OWNER NEW SINGLE FAMILY o ij wef - k Arm (,a r I l 1M s C SPECOAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. _ FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY' Address 4,572 cccreg- GAS Meter By Date ELECTRIC Meter By- Z),_ i 1m(s Date JOB FINALED (Date)/ _3 o— �r Signature' ��'/��� _ J=OK f� < 0 = Not OK =NotAApplicable RESIDENTIAL (Single & Duplex) - p a = Not Ready Date UNDERFLOOR (Plans) OK except #'s !I.:2oni ng -Setbacks -Easements -Flood -Slope Ftg., Main; Soils-Elec. Grnd.-/ P' Ftg. Depth oW�Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth Stemwalls, Main; Steel-Blockouts-Wrapped emwalls, Garage; Steel- Blockouts-Wra ed Ijold Downs and Special Anchors Slab, Steel -Wrapped f.Piers-Fireplace Ftg.-Steel D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date b Y`j Card B-1 Date Card B-1 Date' J1� Card B-1 _V0 --K- Date Card B-1 Date PLUMBING (Permit) 9K except #'s 17. Vyat6r Htr.; V Access -Combustion Air Baffle 1 . Water -Pi e; Test & Anchor -Nail ProtectiwK 19, V.; Test FittinRE:. nchor-Nal otection 2 ower Pan: Terrt. First.Floor-Tub Access 2t�.'fest Tub & Show6r, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors t Date �(��i? (� Card B-1 �r. j Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24: -Fixture & Transform 'r Q earance-Ins. Protection 22;5_ Elec.eceptacl Spa ' ights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. uip. Ground made up w/Mech Fasteners -Bon G ate ' p liance Circuits in Kitchen & Conductor Siz Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral 0 Yes O No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. C moke Detector Date/L 6 • (�jCard B-1 )/ Date Card B-1 Date Date .v1�,_Card B-1 ; Date r ANICAL (Permit) OK except #'s Card B-1 36. A.C. Dltotniisulation & Support 3 nt Fan,. Exhaust above insulation 38(.0 ensaterain & erfl w' e & Gr de 39. Furn - ent A ,s-Comb,',AA-Retdrn Air Vent 1 utlet 4 tic Acc latfo urnace in Attic Date I r'�3�-C Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound in Walls (rat Stops, Floor Date FRAMING (Continued) 7. hlngers-Post Ca s- chors-Connectors 48. ling. Joist -R, Res-Purl�ipAoff Brac.-Truss-Shting.-Rtng. i%11 i/o •-'4T Fireplace Ties orti7-p-eVFlue fireplace Throat Clearance r N 50. Attic Access; S� & Romex PryEeCtion-DCOrStop-lnns. Baffles 51.51. Bdrm. Wira ws or Exiti oors-Sill. & Dime ionaS s --+32. Garage Fire Protection Framing -RC Channel 1 3. ProDerty Line Firewall & Ooeninas 54. 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Gla 'a Area -Glass Protection -Skylights -Plastic 6 ear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date)_ Card B-1 Date Card B-1 bate Card B-1 Date Card B-1 Date FINAL (Rbns OK except #'s xt. epi -Door & Sidelight Protection -Landings 6 e -Detector 66' -Furnace VeAts.ste®-drTC9-C.omb, Air -Connector - In age; Above Floor-Ducts-Mech. Protection om Exiting S,.F.I. & Bath Fixtures & Tub Access -Spa . E1pe, Trim & Subpanel, Breaker Sizes & Labels 7 Stairs &pails / 71. lFirepIdEce or Stove, Clearance-Huaffh 72. Elec. Oudate-3f Wood Panel, Int. & Ext. 7&,4#,:: ixt. &Appliance; Ground -Air -Gap -Cooking Clearance 74'-Elec. Elec. Outlets & Receptacles at Kit. Counter 7 rage Fire Door; S�yiag L " g CloserE=' 7§__A -1C; -Duct in Garage -Damper 77 . Htr.; Vents -Clearance -Comb. Air Connector= . . . in1aerTge; Above Floor-Mech. Protection Plb.,94ec. & Mech. Equip. Listed for Location 7 ec_JqLec-eptacles in Garaoe (F.F.I.)-Romex Protection 80,Ksulation-Foam-Looked in Attic uard its & Deck Construction -Post Cap5r- 8 n. VBents & Crawl Hole Door Draina& pod -Earth Clearance Looked under Floor s / 83. Following InstldJDrive CKes 0 NO/Walks 0 Yes MAo/Planters O Yes @lq-o 8 85 nit Disconnect, Wric �r tbing Vents Above Roof, P g-Applia e-Fireplaeye earance to Openings 8 iter -Well, Disconnect, Electrical, Plumbing 88 Exteri Elec. Trim, G.F.I. Receptacle -Underground 8Q,4entilation Throughout House 90. Protection 94,. orrections from Previous Inspections 92. Gas Test- ters Tagged, Gas -Electric 93. Wat Sewer Connected -C/ rade-HD Approval 4.L nergy Compliance Certificate -Other Certificates 95. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Al �,`. BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.net\dds LICENSED CONTRACTORS 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 : License Number: Date: Contractor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance; also requires the applicant for such permit to file a signed statement tW'he or she is licensed pursuant to the .provisions of:, the'Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the.alleged exemption. Any violation of Section 7031.5 by any applicin( for a permit ,subjects the applicant to.a civil penalty of not more than five hundred dollars ($500.).): IV I, as owrier•of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offereo fpr sale: (Sec.,,7044,Business and „Professions... Code: The Contractors' State -License, Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided.that such improvememis. are not, intended .or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ .I, as owner. of .the. property, .am. •exclusively contracting with:. licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ 1 am Exempt•under Article 3 o�ihe Busineg" Profes$iq,�s Code Date; 7 - Z8""L9S Owner: _.! WORKERS'. COfVJPNSATION'DECLARATI,6N I hereby affirm under'penalty Wperjury ohe of the following declarations:. ClI have and will maintain a certificate of consent to self -insure for workers' compensation,. as provided for by Section' 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will. maintain .workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Policy #: dr/I certify that in the performance of the work for which this per is issued. 1 shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code. I shall forthwith comply with those provisions. -Z o Date: 1 Applicant: .G65,�o' WARNIN Failure to secure workers' compensation coverage is unlawful, d shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees.. . PERMIT NO. BPO51009 Issued Date: 07/28/2005 APN: 064-060-015-000 Site Address: 14578 COLTER WAY MAG Map Index: Description: NSF(2151)GAR(752)COV(75)OPEN(350) Owner: GEISLER JAMES W & JANICE E. 499 VALLEY VIEW DR :PARADISE.;C:A: OR: P.O.BOX 1830, MAGALIA CA 95945 95969-3047. -(530) 873-6907 = Applicant: GEISLER JAMES W & JANICE E 499 VALLEY VIEW DR PARADISE, CA 95969-3047 (530)873-6907 (530)591-0095 Contractor: License #: Architect: HAWKINS, GARY Engineer: Total Square Ft: Valuation: Census Code: CONSTRUCTION LENDING AGENCYThis permit is I I hereby affirm that there is a construction lending -agency for the Resolutions to performance of the work for which this permit is issued (Sec 3097 Civ.) Name: By: 3328 S.F. $162,563.00 �I i provisions of the Buffe County Code ?nrUnr fees have been paid. til Dale: Address: PERMIT EXPIRES OW (Date) ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. O Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. Cl Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substanceAAI any official.fornj),gF document of Butte County. I hereby authorize. representatives sof Butte County to enter upon the above mentioned property for inspection Sd/s. K `V Print Name: /`tel /r` � S Com'— C ( 5-t E �Signature: 1-7 i�. Date: G Z O j r/ t , � I 'Owner C3 Contractor Agent for Owner 0 Agent for Contractor COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET New AP 0(�H-(k"a0 -O(5 !j!'' j1r'' ASSESSOR PARCEL NUIv1BER OWNER: C-., -- - u Proposed Building Use: , i/ _.%'i Permit Technician: Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. L3:.1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. :. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. © 4. Engineered truss details and layouts in duplicate. No faxes! 4-- 5. Letter from Engineer or Architect for truss design review. nl"- 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Letter of intent for non-residential buildings ❑ 12. Hazardous Material Form :- 13. Acknowledgement of building permit application without required clearances. CQ. 14. Other `:..i'r%if All of these Rginaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) C��r 15. Sanitation and site plan approval from the Environmental Health Department in ❑Chico ❑ Oroville, as applicable ❑ 16. Fire Sprinklers............................................................................................ ❑ 17. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 18. Soils Report and/or Engineered Foundation required ........................................... ❑ e 1 Erosion Control Plan Required........................................................................ p� (ees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 21. City of Chico Plumbing permit........................................................................ ❑ ^I 22. Site plan and business license approval from the City of Biggs .............................. 0� .W 23. California Department of Forestry plan approval ❑^rid. Sent by: �J�-�C�S `f L74 Planning approval for (A) Use: "` (B)Parking: (C) Parcel Check......... ❑ 25. Contact Land Development about _ Improvements, _ Drainage ........................ I:J.,- 26. NPDES Form............................................................................................. 27. )Encroachment Permit for driveway from the Public Works Dept ........................... %R Contractor's license information. (Number, Name Style, Classification) ................... (fj29. Worker's Compensation Carrier and Policy Number .......................................... 11 6�ZN 30. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... O 31. Letter of Signature authorization.................................................................... ME- ' - 32. Recorded copy of Agricultural Acknowledgment Statement ................................. � 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction.......................................................................................... ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... 3EL 36. Other:6L'q rid Of fopr in ale, ❑ 37. Other: Ql e a _• -7 - W'7 7 `00". Sq ► �0 till O W'irkl'` When issued Telephone T'� 2'"� a r�''�-��J K`�C and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: Date: 1. Index permit appl(eation for the above iterhs'numbered: Plan Check Letter 2. Additional item's re' Contractor, designer owner was advised of the above data by phone, ❑ mail, ❑ counter, b Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, b Dale: Plans reviewed by: Date: Plans approved by: I I I Dater Structural reviewedy: Date: Structural approved by: 4 Date: Note transfer bv: Li �` Date: v COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 PHONE (530)538-7541, FAX (530)538-21.40 SCHEDULE OF RECEIPT OF FEES 1 C Website: www.buttecounty.net/dds Jv�'`�% (6 t — U Q)U - O it .� OWNER �F' I /��r�� ' A. P. # PROPROSED BUILDING USEkSf' DATE(J RECEIPT # DATE RL' -C. 1. BUILDING PERMIT FEES qQf --- Balance Due ..................... $ )• --- FEMA Flood elevation review ... $ --- Additional plan checking Fee .... $$� 2. SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$ Units Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4. RECREATION DISTRICT FEESQ4�&-( 9 (paid at Recreation District Office) (form available after Ptah Ch ck) 5. RESIDENTIAL DEVELOPMENT IMPACT FEES COUNTY WIDE (per dwelling) $ �w �&' z).. CHICO URBAN AREA (per dwelling) $ EL MEDIO FIRE DISTRICT (per dwelling) $ NORTH CHICO SPECIFIC PLAN (per dwelling) Zoning -pd 6. SRA FIRE INSPECTION AND PLAN CHECK FEE $204.98 (paid at Building Division). 7. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) j 8. SMIis 04¢!� 9. OTHER 10. OTHER 11. OTHER h7121 % �V��(i - l�- r At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan chegkk process. V APPLICANT DATE -i— Z,0 05 Pursuant to Gove'%in nt Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project You have 90 days frotrI date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specifik in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 3/05) 4 Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the ma or labor and material for construction of this proposed property improvement: YES [ j/f NO [A] 2. I HAVE HAVE NOT [ ] signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: _ ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 4. 1 plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: _ ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: VAMP. ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER: DATE: k - I. 0 — NOTE: This Owner -Builder verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. Rev'd 11/412004 i Dep art men Y Cc)ii ntv J. Michael Crump, Director of Public 0 f a t; t Work, 5 LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville, CA 95965 (5.30) 538-7266 (FAX) 538-7171 National Pollutant DischArge Elimination System (N.PDES) Phase 11 Construction Storm Wafer Permit and storm Water pollution Prevention Pian (SWPPP) Acknowledgement [LESS TH-AN 9 ACRE Project Description: Project Location a>ndlor Parcel Number: By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more.of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading andlor other permits or other sanctions provided by law. Signed: Title: Date: Butte CoLll?%.j/DCparL171en ol-Development SCI flices ° 13 �0 7 County Center Drive ° < Oroville, CA 95965 ° ° ,.�W ° 530 538-7601 Telephone ( ) P - a�1 (530) 538-7785 Facsimile BUILDING PERMIT A.PPLICA.TION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building pennit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledge: ® I need to submit applications for septic and/or well to Butte County Environmental Health immediately. 1 am required to bring the approved Environmental Health site plan 'and approved sanitation clearance to the Building Division as soon as clearance is obtained ® I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for disposition of plans. The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building permit or require submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not limited to, verification the parcel was legally created, adherence to all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: Applicant Name: �� C CT S E APN: Building site address: CCL-Fw� y �� L,l Permit No.: /r — ooL� I have read, understood and accept the terms and conditions as expressed herein as indicated by my submission of the above -referenced building permit application and my signature below: A4 leg SIG , ATURE OF AP ICANT DATE v A t: r/amu/Fan K-Fnnns/RtdoPennitwithoutCleatances 020705 BUTTE COUNTY SCHOOLS IMPACT EEE CERTIFICATION FORM $ r=•, w €,;' � i...; (One form par Building) School District t �,. ^ F f� Building Department No. t l ..r—� '' F ` ` Jurisdiction: City l Courfty A.P. Number (; Ea"•; s Property Owner r'` �.'(i .i V , f �"T,4 '.' Sri¢ �, $ iy/F ir'f• r'pi.0 1'. B �^'y Property Location/Address Subdivision Lot No. Residential Development U Sq. Footage No of Living Mobile Home Addition/ 'Supplemental to (Group R) Units Installation Conversion Permit # '(No foundation inspection) Commercial/Industrial Building Department Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Sq. Footage New Addition (Including Exterior x Roofed Areas) lnrativa Date District Identification No. ; I/ ° !` C choolDistrict certifies that �,• `��. ���Il�,/Y'..'J�f'S s t� `�"'C �, 4�,�fa ! f�E JJ (Applicant) (Street Address) (Phone Number) •,5114' .•z �� � .x�7 -F}' .; _' (City) < (State) (Zip'Code) < fr has complied with the requirements of Resolution.No. by payment of $ 4�- ; representing I L square feet. School District Representative — Remarks: f31 2926 $ FULL MITIGATION $ Date Notice: You may protest the Imposition of the foes Identified above by submitting a written protest to the District. In cohWiance vAth Government Code Section 66020(a), wAthin 90 drays from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the Imposition of the fees In any court action. If, subsequent to the School District Representative signing this Butte County Scheele Impact Fee Certtffcati n Form, the Schon! 0%-bict Is notified by the applicable Local Planning Agency that this project Is being revlavAd under the CalFfornia Environmental Quality Act (CERA), this project may be subject to additional school fees to fully mitigate Its Impact on the school district's schools. BUTTE COUNTY DEVELOPMENT 1',LOPMENT FEE CERTIFICATION FORM ❑ FEATHER RIVER RECREATION AND PARK DISTRICT (FRRPD) ❑ C�IICO AREA RECREATION AND PARK DISTRICT (CARD) \j PARADISE RECREATION AND PARK DISTRICT (PRPD) 0 DURHAM RECREATION AND PARK DISTRICT (DRPD) Assessor Parcel Number (s) 0 601J - (rZ Q - CA'— Building Pen -nit Number `p i]5- IOO°l Property Owner (s) Project Location /Address`�G Subdivision Name Assessable Sq. Ftge 2.1 E Type of Residential Development (check one) New Development f Single Family -Detached Single Family, Attached Alteration/Addition(s) Mobile home Demo Permit (date issued Comments: [J :s Non -Residential to Residential Mobile home replacement Building Department(R4esentative Date Multi -Family Dwelling verified by Assessor Department verified by Building Department ❑ FRRPD ❑ CARD PRPD ❑ DRPD certifies that: -es CGesI��%.� Leo% ADDlicant Name Phone Number. cc, Mailing Address City) State Zip Has complied with requirements of the Butte County Board of Supervisors Resolution No. n N 12q by Payment of: Dwelling Units @ $ per unit for a total of $ Square Feet @ per sq foot for a total of $ Remarks: Paid V y Check No: � Paid by Receipt No: ;?) 95 District Representative Date LOCATION PERMIT CONDITIONS (To be filled in by County) Road attected: Ce— -r 7 r �� t / Time and Duration 11 Yv f� of Encroachment: Permanent Encroachment ❑ Temporary: From To Type of Encroachment: D-lDriveway ❑ Roadway ❑ Culvert ❑ Fence ❑ Pipe/Pipeline ❑ SignBillboard ❑ Other 7 r C—A T Site Plans E Yes ❑ No Attached: PERMIT IS: ❑ GRANTED ❑ DENIED Conditions: In compliance with the above request, and subject to all terms, conditions (including those on page 2 of this permit form) and special conditions written below, permission is hereby granted. 1. ❑ Underground Service Alert (U.S.A.) must be notified two working days prior to any excavation. 800-227-2600 2. ❑ All work shall conform to accompanying: ❑ Detail ❑ Plans ❑ Special Conditions 3. ❑ Other Conditions: C',� C�.2L� �e pt-� t �� 11la� czik � n! a � � Ac0 v.I' �� • O t -z— �r�i CJ�.�X� � %- Date �— Expiration 7' �� Issued: 7 —2 Date: Date Amount,,,* i7 Paid J j Check Paid: (�� !��'- Paid By: ��rf /t�� No: &% Mike Crump, Director of pof Public Works By Road District: Inspected By: Inspection VAd Results: For County Comments: Use Only Surety Receipt �/ No.: 1 C2 -OK — LI Completed- Not OK Comments Attached Note: I f permits are faxed to any number besides 530) 538-4356, they can be delayed up to one week. I Form: 200506EP Butte Coun..ty Department of'Development Services YVONNE CHRISTOPHER, DIRECTOR WILLDAN Scott Rutherford (530) 538-7160 srutherford7 uttecountYnet Plans Transmittal For Review Per Contract 4/22/2005 C'O t4 Applicant: Geisler, James Permit No: 05-1009 Project Type: NSF/Gar/Shop/Cov APN: 064-060-003, 004 100% 70% Plan Check Fees $ 1,193.83 $ 835.68 $ 1,193.83 $ 835.68 WILLDAN Fee $ 835.68 Copies Attached: Qty Chk Application Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile TO: FROM: LO SUBJECT: DATE: WILLDAN Scott Rutherford (530) 538-7160 srutherford7 uttecountYnet Plans Transmittal For Review Per Contract 4/22/2005 C'O t4 Applicant: Geisler, James Permit No: 05-1009 Project Type: NSF/Gar/Shop/Cov APN: 064-060-003, 004 100% 70% Plan Check Fees $ 1,193.83 $ 835.68 $ 1,193.83 $ 835.68 WILLDAN Fee $ 835.68 Copies Attached: Qty Chk Application Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other 7A_�7 Sery j�P �bl�DA� Cies July 19, 2005 Scott Rutherford Butte County Building Department 7 County Center Drive Oroville, CA 95965 (530) 538-7169 (530) 538-2140 FAX BUTTE COUNTY PLAN REVIEW REPORT Status: Approved Willdan Project No: 14353-1576 Jurisdiction Job No: 05-1009 Assessor's Parcel No: 064-060-003,004 Description: Geisler NSF Dear Mr. Rutherford: 1'17 C _lireef marycville, California 95901 530/749.2373 fax 530/719."_199 wwvw.wfiIIda n.cc,m Willdan has completed a plan review of submitted plans and documents for the above referenced project and recommends your approval with the conditions noted on the 2"d page of this letter. The plans and documents provided for this review that have been found in compliance with the applicable codes are: # Plans: Two (2) copies sheets 1 through D-3 dated 03/25/05 and revision dated 06/24/05, by Gary Hawkins, AIA. # Structural Calculations: Two (2) copies dated 5/25/05, by Gary Hawkins, AIA # EnergyCalculationsCalculations: Two (2) copies dated 03/23/05, by Aaron Klemenok. The plans have been stamped with the Willdan approval stamp and dated. According to our previous letters relating to this project, the superseded plans and documents will be discarded within 10 days unless we receive other instructions. On the pages to follow is the identification of the codes and standards applicable to the project, a code analysis, conditions -of -approval and identification of any deferred submittals. �6 LL ei�l `II�i�Cies ! "� APPLICABLE CODES Our review was based on requirements of the 2001 California Building Standards Code found in the California Code of Regulations, Title 24: Part 2, known as the California Building Code (CBC) m Part 6, known as the California Energy Code, and Energy Commission Standards (CECS) CODE ANALYSIS Our plan review revealed the following information regarding the occupancy designation, type of construction, and other pertinent features. This information is not consistent with that shown on the permit application*. CONDITIONS OF APPROVAL 1. Approval is contingent upon the review, requirements and approval of other departments and/or agencies that have jurisdiction over this project. 2. Revisions and/or notes as red -lined on the plans. 4. *Permit application building areas specified in the scope -of -work shall be reconciled with plans to Butte County's satisfaction. SPECIAL INSPECTION NEEDS Our plan review reveals no special inspection needs pursuant to CBC 1701. DEFERRED SUBMITTALS Our plan review reveals no deferred submittals. Sincerely, c sw- nger Plans Examiner Page 2 of 2 8 Ricardo Guzman S.E. Structural Engineer County o I' LIutte Wil)dan 14353- 1576 Tyle °f Type of Stori I" Floor 2"d floor rd 3 floor Total Specific Use Occupancy Construction es Sq Ft Sq Ft ft sq Sq Ft Dwelling R-3 V -N 3 N/A 1374 777 2151 Garage U-1 V -N 1 752 N/A N/A 752 Cov. Porch R-3 V -N 2 N/A 75 N/A 75 Open Decks R-3 V -N 2 N/A *350 N/A *350 CONDITIONS OF APPROVAL 1. Approval is contingent upon the review, requirements and approval of other departments and/or agencies that have jurisdiction over this project. 2. Revisions and/or notes as red -lined on the plans. 4. *Permit application building areas specified in the scope -of -work shall be reconciled with plans to Butte County's satisfaction. SPECIAL INSPECTION NEEDS Our plan review reveals no special inspection needs pursuant to CBC 1701. DEFERRED SUBMITTALS Our plan review reveals no deferred submittals. Sincerely, c sw- nger Plans Examiner Page 2 of 2 8 Ricardo Guzman S.E. Structural Engineer County o I' LIutte Wil)dan 14353- 1576 AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNT" CENTER DRIVE OROVILLE, CA 95965 2005®0035212 Recorded i REC FEE 13.00 Official Records I County of I COPIES 3.00 Butte I CGNDGLE J. GRUBBS I County Clerk -Recorders I I KL 09:05AM 20 -Jun -2005 I Frage I of 3 illi III III I llll I II I illll III II III II AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but'not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date�� PROPERTY OWNERS: (,-E-1 5L L-7 State of California ) County of On JVti/C J 7,, ytyr, S"— before me, s«P\ —— — _ personally appeared i,J�L i p(C-'�2 i4-t/i> I --s c / 5 7Z— personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s),/are subscribed to the within instrument and acknowledged to me that hekAelthey executed the same in hi&Aep/their authorized capacity(ies), and that by Ws4hex/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my h and official seal. Signat Seal: DONALD H. YC ABEE Comm.B1412661 if, N NOTARY PUBIIC•CAIIFORNIA A. P. # 0� 4� — 06 67 00 3 004 BuUe counlr �_ My Comm. Expires faarcA19,4009 Co Order No. BU -201304-2 AMM Description The land referred to herein is situated in the State of California, County of Butte, and is described as follows: PARCELI: /�P#" 01611_-01SO--003 LOT 20, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PARADISE PINES UNIT NO. 12", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MAY 13, 1971, IN BOOK 38 OF MAPS, AT PAGE(S) 24, 25, 26 AND 27. CERTIFICATE OF CORRECTION RECORDED AUGUST 27, 1985, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 85-26006. EXCEPTING THEREFROM ALL MINERALS, OIL, GAS, ASPHALTUM AND OTHER HYDROCARBON SUBSTANCES, WITH PROVISION THAT ANY AND ALL MINING OPERATIONS SHALL BE DONE FROM ORIFICES OUTSIDE THE SURFACE AREA OF THE LAND DESCRIBED HEREIN, AND THAT NO DAMAGE SHALL BE DONE TO SURFACE OF SAID LAND. APN 064-060-003-000 PARCEL II: A NON-EXCLUSIVE EASEMENT OVER LOTS A AND B (THE COMMON AREA) OF SAID PARADISE PINES UNIT NO. 12 AND THE LOTS DESIGNATED FOR COMMON AND RECREATION AREAS AS DESCRIBED IN THE DECLARATION OF ANNEXATION FOR UNITS IV, VI, VIII, X, XI, XII, XIII AND XIV. Order No. BU -201303-2 AMM Description The land referred to herein is situated in the State of California, County of Butte, and is described as follows: PARCEL I: t} P 0 6 q- 04� C9— Cho L[ LOT 21, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PARADISE PINES UNIT NO. 12", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MAY 13, 1971, IN BOOK 38 OF MAPS, AT PAGE(S) 24, 25, 26 AND 27. CERTIFICATE OF CORRECTION RECORDED AUGUST 27, 1985, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 85-26006. EXCEPTING THEREFROM ALL MINERALS, OIL, GAS, ASPHALTUM AND OTHER HYDROCARBON SUBSTANCES, WITH PROVISION THAT ANY AND ALL MINING OPERATIONS SHALL BE DONE FROM ORIFICES OUTSIDE THE SURFACE AREA OF THE LAND DESCRIBED HEREIN, AND THAT NO DAMAGE SHALL BE DONE TO SURFACE OF SAID LAND. APN 064-060-004-000 PARCEL II: A NON-EXCLUSIVE EASEMENT OVER LOTS A AND B (THE COMMON AREA) OF SAID PARADISE PINES UNIT NO. 12 AND THE LOTS DESIGNATED FOR COMMON AND RECREATION AREAS AS DESCRIBED IN THE DECLARATION OF ANNEXATION FOR UNITS IV, VI, VIII, X, XI, XII, XIII AND XIV. RETURN TO CHICO EH In � TO SITE PLAN REVIEW APPLICATION Date: -7 p AP# 6 6— 0 6 0— 6 011 Y Go Permit Number (if applicable) Bin Number APPLICANT INFORMATION Parcel Size: Owners Name: �� ►'� `e S e 15 �� r Owners Address: L{ c( cf Ucj ( ,--1 4 U f w Q r Telephone No.: 3 R' i Email: Situs.Address: C-6 C1,3CI-IL, c burn Proposed Use: F F . COUNTY U Residential New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ® Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanationfif necessary); ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well ❑ Agricultural Buffer Form ❑ _Ao DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) DEVELOPIVL!ti, ,; SERVICES Applicable N/A 5X ^n a Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval it Site Plan Stamped Approved By aj� Date S Q Page 1 of 5' Applicable Development Fees: Standard Fees Amount Formula ❑ Fire ❑* School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other --------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By ❑ Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: ❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain a Certificate of Compliance/Notice of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: 'F-1MeetParcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 a x Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CALarrys\Building Permit Site Plan Reviewl.doc (2-20-04) Page 5 of 5 HOLDRE6E & KULL CONSULTING ENGINEERS • GEOLOGISTS August 3, 2005 Project No. 70,074-01 Jim Geisler 14431 Vine Road Magalia, California, 95954 Phone: 530-873-6907, Fax 530-872-4462 Reference: Geisler Property Building Pad 14578 Coulter Way, Magalia, California Subject: Foundation Inspection Investigation Report Dear Jim, os --1007 �f i0 INN 116 as In accordance with your request, Holdrege & Kull (H&K) performed a foundation inspection investigation of the Geisler property building pad located at 14578 Coulter Way, Magalia, California on August 2, 2005. We performed our foundation inspection investigation consistent with the work scope presented in our July 29 2005 proposal. The following presents our understanding of the project, and our work scope, findings, conclusions, recommendations, limitations, and closing statement: PROJECT DESCRIPTION Based on our conversations with you, we understand that the existing building pad was graded by Larry Beagler as a combination cut -fill pad by cutting into the existing hillside and placing the excavated soil as a compacted soil fill. We understand that this earthwork grading work was not observed nor were compaction tests performed on the soil fill pad by a California licensed civil engineer or his/her representative. Additionally, H&K did not observe the cut -fill earthwork grading activities nor perform compaction testing of the soil fill portion of the pad. We understand that the proposed building will be a three-story, single family dwelling constructed with wood framing and concrete slab -on -grade ground floor (garage area), and exterior concrete slab -on -grade sidewalks and patios. We understand that about 1/3 of the building. structure will be constructed on the soil fill portion of the pad and about 2/3 of the building structure will be constructed on the cut portion of the pad. We further understand that an approximately 8 -foot -high retaining wall will be constructed at the site. R70,074-01, 14578 COULTER WAY, 08-03.05A Holdrege & Kull (530) 894-2481 • fAX (530) 894-2431 • 1250 East Avenue, Suite 24 • Chico, CA 95926 • A California Corporation L Project No. 70,074-01 August 3, 1005 WORK SCOPE Geisler Property, 14758 Coulter Way, Magalia, CA Limited Foundation Inspection Investigation Report Page 1 of 5 The H&K work scope entailed only the following activities: • Inspection of the proposed building structure foundation excavations to determine if the exposed soil conditions are suitable for support the building foundation loads. • We did not excavate any exploratory trenches or borings to evaluate the subsurface conditions of the on-site native soil nor of the existing fill soil placed and compacted by the earthwork contractor. • We did not take any on-site soil samples. from the site for laboratory testing to determine their geotechnical engineering properties. • We did not evaluate the on-site soil conditions nor provide geotechnical engineering design recommendations for the proposed building foundations nor for the proposed retaining walls to be constructed at the site. • We did not perform any compaction tests on the existing soil fill portion of the building pad. FINDINGS H&K made a site visit on August 2, 2005 to observe the foundations excavated into the existing cut -fill soil pad at the above referenced site. We observed the following conditions at the time of our site investigation: • H&K observed that the earthwork grading activities were complete at the time of our site investigation and consisted of grading a relatively flat, cut -fill soil pad. • Compaction testing of the fill soil portion of the building pad was not performed by a California licensed civil engineer or his/her representative during grading of the site. • H&K observed that the building foundations excavations were all excavated into firm and competent native soil including the portion of the building structure to be constructed over the fill soil portion of the pad. In other words the foundations were excavated through the untested fill soil into the underlying firm and competent native soil material. • We understand that no additional earthwork grading will be performed at the site that will significantly modify or alter the existing cut -fill building pad that we observed at the site during our site visit on August 3, 2005. R70,074.01, 14578 COULTER WAY, 08-03-05A Holdrege & Kull Project No. 70,074-01 Geisler Property, 14758 Coulter Way, Magalia, CA August 3, 2005 Limited Foundation Inspection Investigation Report Page 3 of 5 CONCLUSIONS H&K prepared the following conclusions based on our limited site investigation of the existing building foundation excavations: • We believe that the bottom of all. of the proposed building foundations were founded into firm and competent native soil, including the portion of the building to be constructed over the pad area consisting of fill soil. In other words the foundation excavations were excavated through the fill soil into the underlying native soil. • We believe that the soil conditions exposed in the foundations excavations are relatively firm and competent and will provide the necessary bearing pressure capacity for the proposed three-story, wood -frame, single family dwelling. • We did not evaluate the foundation soil conditions for the proposed 8 -foot -high retaining wall. RECOMMENDATIONS H&K prepared the following geotechnical engineering recommendations for your consideration: 1. We recommend that all structural foundations be founded in competent native soil and not on any of the existing untested fill soils. 2. We recommend that If a structural foundation is to be founded in any of the existing untested fill soil, then the fill soil should be tested to document that it was compacted to a minimum of 90 percent of the American Society for Testing and Materials (ASTM) D1557 maximum dry density with a moisture content between 1 and 5 percentage points greater than the ASTM D1557 optimum moisture content. LIMITATIONS The following limitations apply to the findings, conclusions and recommendations presented in this report: 1. Our professional services were performed consistent with the generally accepted geotechnical engineering principles and practices employed in northern California. This warranty is in lieu of all other warranties, either expressed or implied. 2. H&K provided engineering services for the site project consistent with the work scope and contract agreement presented in our proposal and agreed to by our client. The findings, conclusions and recommendations presented in this report apply to the conditions existing when H&K performed our services and are intended only for our client, purposes, locations, time frames, and project R70,074-01, 14578 COULTER WAY, 08-03-05A Holdrege & Kull Project No. 70,074-01 August 3, 2005 Geisler Property, 14758 Coulter Way, Magalia, CA Limited Foundation Inspection Investigation Report Page 4 o(5 parameters described herein. H&K are not responsible for the impacts of any changes in environmental standards, practices, or regulations subsequent to completing our services. H&K do not warrant the accuracy of information supplied by others, or the use of segregated portions of this report. This report is solely for the use of our client unless noted otherwise. Any reliance on this report by a third party is at the party's sole risk. 3. If changes are made to the nature or design of the project as described in this report, then the conclusions and recommendations presented in this report should be considered invalid by all parties. The validity of the conclusions and recommendations presented in this report can only be made by our firm; therefore, H&K should be allowed to review all project changes and prepare written responses with regards to their impacts on our conclusions and recommendations. However, additional fieldwork and laboratory testing may be required for us to develop any modifications to our recommendations. The cost to review project changes and perform additional fieldwork and laboratory testing necessary to modify our recommendations is beyond the scope -of -services presented in this report. Any additional work will be performed only after receipt of an approved scope -of -work, budget and written authorization to proceed. 4. The analyses, conclusions an recommendations presented in this report are based on the site conditions as they existed at the time H&K performed the surface and subsurface field investigations. H&K have assumed that the subsurface soil and ground water conditions that were exposed in the existing building foundation excavations are generally representative of the subsurface conditions throughout the entire project site. However, if the actual subsurface conditions encountered during construction are different than those described in this report, then H&K should be notified immediately so that we can review these differences and, if necessary, modify our recommendations. 5. Although the ground water table was not observed in the existing foundation excavations during our site visit, the elevation or depth to the ground water table underlying the project site may differ with time and location. Therefore, the depth to the ground water table is only representative of the specific time and location where and when it is observed. 6. Our geotechnical investigation scope -of -services did not include an evaluation of the project site for the presence of hazardous materials. Although, H&K did not observe the presence of hazardous materials at the time of our field investigation all project personnel should be careful and take the necessary precautions should hazardous materials be encountered during construction. 7. Our geotechnical investigation scope -of -services did not include an evaluation of the project site for the presence of mold nor for the future potential development of mold at the project site. If an evaluation of the presence of mold and/or for the future potential development of mold at the site is desired, then the property R70,074-01, 14578 COULTER WAY, 08-03-05A Holdrege & Kull Project No. 70,074-01 August 3, 2005 Geisler Property, 14758 Coulter Way, Magalia, CA Limited Foundation Inspection Investigation Report Page 5 of 5 owner should contact a consulting firm specializing in these types of investigations. Holdrege & Kull does not perform mold evaluation investigations. 8. Our limited geotechnical engineering foundation inspection investigation was limited to observing the competency of the soil exposed in the existing foundation excavations. H&K's work scope did not include developing geotechnical engineering design recommendations for both foundations and concrete slab -on -grade floors nor steel reinforcements of these structural improvements. 9. Our limited geotechnical engineering foundation inspection investigation did not include making observations of the foundation soil conditions and developing conclusions and geotechnical engineering design recommendations for the proposed 8 -foot -high retaining wall. CLOSING STATEMENT Please call if you have any questions or need additional information. Thank you for selecting Holdrege & Kull to provide these limited geotechnical engineering services for this important project. Sincerely, Holdrege & ull ' Donald M. Olsen, R.C.E. 49,514 Senior Engineer Copies: 4 to: Addressee. R70,074.01, 14578 COULTER WAY, 08-03-05A Holdrege & Kull Jan 13 06 02:06p '►. 2. fir' EftorSwOotType Fbwo�9s 9�tbt Thmmms (0. s 3 Lam FMTyp c0*20m% nm. % N ism wdv stand o"1Pis j&gm ft johm Abele AAeM Aoot� 'fi e (R\femme) - 5. ARWALL PINK - - Twdmsw(hidws)- 21 Band m me jdm V LX13 / "V-- k G BFUMMM aft Them its (I-Vdn) . 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(530) 8-73-7.731 3-%731 Fax 153O) 87; -0762 August 16, 2005 County of Butte Building Division Department of Development Services 7 County Center Drive Oroville, CA Attention: Woody Townsend, Inspector Re: Permit No.: BP051009 APN: 064-060-015-000 Response to Field Inspection Notice Dear Woody: This correspondence is in response to your concern noted in a Correction Notice Dated 8/15/05 on the above referenced prosect. Item of Concern: 1- Provide provision for slab foundation from engineered dowels 2T" oc. Response: 1, Replace framed basement level floor system with a 4" concrete slab on grade with 6x6-W1.4xW1.4 welded wire fabric centered in slab. An alternate slab on grade system may include a 5" concrete slab reinforced with #4 bars at 24" on center and placed 3" clear of slab bottom. Both systems are to be placed over 4" of clean crushed rock or 2" of sand over 6 mil vapor barrier over 4" compacted gravel base. All exterior and interior line footings and contiguous spread footings shall remain as shown on sheet 5 of the approved plans. The above revised foundation will eliminate detail 3/D1. Since the original design of the slab on grade is floating and is not tied to the perimeter stem wall there is no need to add reinforcing dowels. Shrinkage (control) joints should be place at all re-entrant corners as well as 12 foot (max) centers. 2. Please note that the design provisions for the engineered retaining wall prepared by our office dated 8/11/05 shall be followed in addition to the design reference above. If you have any questions please feel free to contact me at (530) 873-7731. Sincerely, `PROFESS/p �ti Mark Wegener, P.E. 3si-z000 Wegener Engineering Group Weizener EnLyineering Grou Project: Jim Geisler Residence OS -100<7 Date: November 21, 2005 Location: APN: 064-060-015-000, Butte County, CA By: mw Ch: SM: , Request for Substitution Substitution Request for APA Siding T1-11 in lieu of 3/8" CD Plywood 8d NAILING PER PLAN - STAGGER NAILING @ JOINT SPLICE ^'^' 'TYP) @ SPLICE T 1 - L SCALE,NTS PLAN PLYWC APA RATED THI PLYWOOD VG MIN D JOINT SPLICE Apr 22 05 08:34a Western Woods Eup Rick 5303431124 p.2 ;ENGINEERED WOOD SYSTEMS r Certificate of Conformance Certificate 054093 THIS 1S TO CERTIFY that the glued laminated timber products identified with a collective mark of Engineered Wood Systems (EWS) were manufactured in accordance with the applicable standards and associated specifications indicated below: ANSI Standard A190.1-1992, For Wood Products — Structural Glued Laminated Timber NER-486 Glued Laminated Timber Combinations And "GAP" Computer Program For Determining Design Stresses AITC 117-93 — Manufacturing — Standard Specifications For Structural Glued Laminated Timber Of Softwood Species IT IS HEREBY CERTIFIED that the APA EWS trademarked structural glued laminated timber members were produced in a manufacturing facility subject to regular audits in accordance with the Engineered Wood Systems (EWS) Quality Assurance Program. Routine audits include inspection of the manufacturing process and evaluation of the in -plant OA program with adequate sampling to verify conformance to industry standards for lumber grade and glueline bond quality. by Thomas G. Williamson Executive Vice President ENGINEERED WOOD SYSTEMS is a related corporation of APA — THE ENGINEERED WOOD ASSordATION 7011 South 19th Street - P.O. Box 11700 • TaCOrne, WA 98411-0700 Telephone: (253) 565-6600 • Fax Number. (253) 565.7265 01/24/2006 13:35 FAX 5306930532 Gary Hawkins Architect saasCHiTE6T Jan. 24, 2006 Butte County Building Division 7 County Center Drive Oroville, Ca. 95965-3397 Attn: vernell Bellus R€: Giesler Residence Colter Way Magalia, 'Ca. Plan Check No.05-1009 14353-1576 AP # 064-060-003,004 la 002 3043 Ceres Avenue, Suite 135 Chico, CA 95973 `530) 892-2700 Fax (530) 893-0532 garyarch@sbcglobal.net At each end of roof beam #2 a HU612 hanger was used instead of sitting on posts on each end, the hanger is adequate to carry the load. At the bathroom #3 end of roof beam #2 the structural support was missing, a 4x12 df#2 beam was placed between the floor joists at the second floor framing level, under the beam for support. The 4x12 has 2-2x4 studs and a existing footing under each end, at the front of the house and at the stairs for support. If you have any questions regarding_ this item, please do not hesiltate to call this office. Sir> oftely 0 itd,Ct 01;24/2006 13:35 FAX 5308930532 Gary Hawkins Architect 003 Job number >> 04-159 Structural calculations for Giesler Residence Colter Way Magalia, Ca. Gary Hawkins ArChitect 3045 Ceres Ave. Ste 135 Chico, Ca. 95973 (530) 592-2700 (530) 693-0532 Fax DATE 1,/25%06 AR 01 � v �� 3 N, REN. 01/24/2006 13:35 FAX 5308930532 I Yn (n t) I.: In r sU)U) LD r kV r I,. c` c a• v (\N N N X41 P, = ��55 K L S40, Z. Gary Hawkins Architect (6 004 Z, t- Wt 2 Z 4 A -N . a69 N. REN.. OF CAL����� 01/24/2006 13:36 FAX 5306930532 Gary Hawkins Architect r �v QO-� d �o SaH ZsdQ 5rb SGh U40 r> �- NI �F— o .I i �iL 4 'gym �r,3 �W J, REN. Q OF CAS-���e�� d0 301sino 1101.0-15 '970 W4K V X .o1.: ;- s- 1140 6x5 0 005 :: ` C4 1 a Moe �W A SITE PLAN REVIEW APPLICA7['IO, LN Date: 742-7 6, AP# Permit Number (if applicable) 0 sr/ 00 7 Owners Name: CSS Owners Address: % Vi Telephone No.: X� 7,7- —j g � Situs Address: Proposed Use: Parcel Size: ,to A - AIL , " Residential New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved* ByDate %7Y 4� PaaP 1 of i Applicable Development Fees: Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other -------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of .the building permit. Parcel Created By L1 Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes - Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards,for Deed Creation:❑ No ❑ Yes Comments: `l 0"a-1 06 q —a4© -v3a f---GLS6 'q11 a, `0_/ Ift Parcel Deemed to be legal ❑ Verify Legal Parcel '❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑. Obtain a Merger ❑ Obtain a Lot Line Adjustment EJ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Pa OP i of 5 x 0 n Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CALattyslBuilding Permit Site Plan Reviewl.doc PauP 5 of 5 Recorded I REC FEE 13.0@ RECORDING REQUESTED BY and Official Records I CONFORM .00 {AFTER RECORDING RETURN TO: Count Of I au rTE I CANDACE J. GRUBBS I Butte County Public Works Recorder I LAND DEVELOPMENT DIVISION ROSEMARY DICKSON I Assistant i Myles 7 CountyCenter Drive 10:01AM 20 -Apr -2004 I Page I of 3 Oroville, CA 95965 CERTIFICATE OF MERGER LANDS BEING EMERGED: AP NUMBER(S) CW -060-C)03 NUMBER OF EXISTING PARCELS: 2 - EXISTING PARCELS CREATED BY: ❑ PATENT ❑ GRANT DEED ❑ GIFT DEED RECORDING DATA: YEAR 071 71 BOOK / PAGE OR SERIAL NUMBER: LL SUBDIVISION / PARCEL MAP: BLOCK LOTS) 2 O ANP L l ❑ PARCEL MAP IdSUBDIVSION MAP ❑ OTHER As of the date of recordation, those lands noted above are merged to create �_ pamel(s) of land as described in Exhibit(s) attached hereto. MIKE CRUMP Director of Public Works APRIL 16, 2004 DATE OWNERS' CONSENT TO MERGER THE UNDERSIGNED, as owners of all that real property to be merged, do hereby consent and agree to the merger of such lands into that a parcel(s) as described in Exhibit(s) /-� attached hereto. OWNER S SIGNATURES MUST BE NOTARIZED - Print name and title (if applicable) below signature line Sig and print name & title 'q/,/I c:E J�- . 4 -7- 0 �1 Date Date LEO J. MU RI COMM. 11367259 c kOTARY PUBLIC-CAUFORMA COU iWY OF BUTTE Comrn Ex fres July 29, 2008_ .... CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California ss. County of I C G r' On /r< � -;L before me Date personally LEO J. MUM COMM. ! 1367259 t NOTARY PUBLIC-CALfFORRIA ca em COUNTY OF BUTTE ....,,Comm. E July 29. 2006 Name and Title of thcer (e.g.. Jade Doe, Not Public') James) of Signer(s) ❑personally known to me ,t�" proved to me on the basis of satisfactory evidence to be the persons whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies , and that by his/her/their signatures on the instrument the persons), or Me entity upon behalf of which the person(s) acted, execu d the instrument. WITNE iy han� al seal.,O�/, Signature of Notary Public OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Document Date: Number Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer Signer's Name: ❑ Individual Top of thumb here ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ G ral ❑ Attorney -in -Fact ❑ Trustee ❑Guardian or nservator ❑ Other: ner Is Representing: 0 1999 National Notary Association • 9350 De Soto Ave., P.O. Boz 2402 • Chatsworth, CA 91313.2402 - www.nationalnotary.org Prod. No. 5907 Reorder: Call Toll -Free 1.800-876-6827 EXH19IT A " All that certain real property situate in the County of Butte, State of California, described as follows: RfINC Lots 20 and 21, as shown on the certain map entitled, "Paradise Pines, Unit No. 12", which map was recorded in the Office of the Recorder of the County of Butte, State of California, on May 13, 1971, in Book 38 of Maps, at Page(s) 24, 25, 26 and 27. Certificate of Correction recorded August 27, 1985, under Butte County Recorder's Serial No. 85-26006. These two lots are to be combined into one lot. TOGETHER WITH a non-exclusive easement over Lots A and B (the common area) of said Paradise Pines Unit No. 12 and the lots designated for common and recreation areas as described in the Declaration of Annexation for Units IV, VI, Vill, X, XI, XII, Xlll and XIV. EXCEPTING THEREFROM all minerals, oil, gas, asphaltum and other hydrocarbon substances, with provision that any and all mining operations shall be done from orifices outside the surface area of the land described herein, and that no damage shall be done to surface of said land. G. N 010 OF C:Descriptions\8331Geisler.D-1 Robert G. Agee, Jr. L.S. 4010 Registration Expires 6/30/04 END OF DOCUMENT R'S CE LARWIN UEVF,L O PMENTS INC.. A CORPORATION AS CIINER OF THE LANDS INCLUDED IYI THI N 'P ARAD 15 E PINES UNIT NO. 12' AS SHO wN WITHIN THE COLORED BORDER LINE ON THE ANNEXED .\IAP. AND OROVILLE TITLE COMPANY. A CALIFORNIA CORPORATION AND TITLE INSURANCL AND TRUST COMPANY, A CALIFORNIA CORPORATION AS TRL'S'rEES UNDER RECOILD DEEDS OF TRUST. OC HERE CER ftFY THAT WE ARE THE ONLY PERSONS 1WIOSE CONSENT IS NECESSARY 10 PASS CLEAR TITLE TO SA 10 LAND AND WE CONSENT TO THE FREPARATI ON AND RECORDATION OF SAID MAP AS SHOWN WITHIN THE COLORED 90RUER LINES. THOSE. FORT IONS OF AS HEVILLE DRIVE . LEICESTER DRIVE , BRIDGEPORT CIRCLE. KILGORD COURT JULLIARO COURT, COLTER 'NAY , AND CANNON COURT AS SMONN WITHIN THE COLORED BORDER LINES ONSAIC '.IAP ARE HEREBY OFFERED FOR DEDICATION i0a PUBLIC USE FOR COUNTY ROAD PU'RP OSES. WE ALSO OFFER FOR DEDICATION. AND DO HEREBY OEDICSTE FOR SPECIFIC PUR POS F. THC FOLL O'WIND: IpJ NIG14T5 OF NAY AND EASEMENTS FOR WATER, GAS, SEWER. AND ORA I NA GE PIPES, TOOL HER WITH ANY AMC! ALL , APPURTENANCES.AP RTAINING THERETO. ON, OVER. AND UNDER THOSE STRIPS OF LAND DESIGNATr..,D PU eL!C UTILITY EASEMENT CONTIGUOUS TO THE REAR AND/OR SIDELINES OF LOTS ANO OF THE 11'IDTHS SI10WN ME,REON. IBI EASEMENTS f09 LIGHT AHO AIR OVER THOSE STRIPS OF LAND LYING BETWEEN THE FRO VT AN U: OR SIDELINES OF LOTS 4ND THC LINES SMOYIN HEREON AND DESIGNATED SET BACK LINE. SAID STRIPS TO BE KE FT OFEN AND FREE A ILD NGS. cF _u ANY FR WITN F P F TOGETHER F fl DRAINAGE I. AGE PIPFS 0 IC! RI GM TS OF WAY ANC EASEM AINI 0 AF:D ALL APPUPTE NF,N CES APPERT AININC. THEP F.TO ON, OVER NIU UNDER '.HOSE STRIPS OF LAND DESIGNATED DRAINAGE EASEMENT IN THE LOCATIONS AND OF THE IYI OT!^S SHOWN HEREON. IDI EASEMENTS FCR ANCHORS. GUYS. OVERREAD AND UNDER G'n OJNO WIRES AND CONUUI.S FOR ELECTRIC AND TELEPHONE, WATER. SEWER AND GAS SERVICE TOGETHER WITR ANY AND ALL Ap PURTEN ANC ES TH L'RETO ON. OVER AND UNDER T' T T AND CON .GOOD$ D STRIPS OF LAND 10 FEET IN W!AY WITHIN THE LOTS ANI' STREET ON OTHER Pl18LIC WAY 'rOGE IIiER WITH THE RIGHT TO 'TRIM UP REMOVE ONLY TiIE MCC ES NY TREES. TR I..E LIMBS OR BRUSH. IE) rASEMENTS FOR POLE5, ANCHORS AND GUYS ON. OVER AND ncaDSs THOSE STRIPS OF LAND LYING Y:I TIIIV 2 FEET ON BOTH S - DES OF AL: SIDE LOT LINER AND EXTENDING 35 FEET BACK FROM THE FRONT PROPERTY LINES IFI A RIGHT OF WAY AND EASEMENT TO THE COUNTY OF HUrTE FOR CON- SrRUCT!NG. RECONSTRUCTING AND MAINTAIN iNG NECESSARY DRAINAGE F/.CILITIES AND APPUNTENANC ES THE RF.TO, ON. OVER AND VN DER ALL OF LOTS A AND 8 SHOWN HEREON. (G) EASEMENTS FOR PUBLIC UTILITIES AND SEWERS ON,OVER,AND ACROSS A FIVE 15.00) FOOT STRIP OF LAND ALONG EACH SIDE OF ALL SIDE LOT LINES. LARKIN DEVELOPMENTS. INC.. A CALIFORNIA CORPORATION. AS OWNER 12 EC TIVE V' E PRESTO NT 'A SSISTAN' 'SECRETARY STATE OF CALIFORNIA 1 SS COUNTY OF LO.ANGELES ) ON THiS.- -DAY Or& IP.-aGtL. 1970. BEFORE NE. THE UNDERS'GNED A NOTARY PUBLIC IN AND FOR THE COUNTY OF LOS ANGELES ,. PCRSONALLY APPFARED JERRY BERGER AND MIEN ACI. U. CATCHCART KNO'UN 10 ME TO 9E THE E%ECUTIVF VICE PRESIDENT AND ASSISTANT SECRETARY. RESPECTIVELY OF LARWIN DEVELDPNE N'f5. INC n COR PORAT:ON, Y/H!CM r;%CCUTEO TFI F. FORC- GO;NG CERTIrICA'TE ON UEHALF OF THE CORPORATION TME REIN NAMED. AND ACKNOKLC:)GEC TO ME THAT SUCH CORPORATION EXECUTED THE SAME. NOTARY PUBLIC MY COA:M155'ON 0110 41-F TITLE COMPANY. A CALIFORNIA CORPORATION. AS TRUSTEE DIc li:F:v_C_ !v!rGG'L'' STAT f' OF CA IFORNIA 1 V COUNTY OF!A1 SS ON THIS,611-�AY OFr y''•'f!: T9'/1• BErORE 'IE. yHfi:, UNUCRSIGNED. A NOTARY PURL Ir AND FOR THF. COUNTY or. .�il:�._— PERSONALLY APPEARED-.. " -1-•:0=— AND 1i'/_ aY1.d•'i-�- - KNO'NN 'r0 ME TO BE THE ✓1<4'.9�3'l.T J1y♦:!Y .Y.w'.c'. RESPECTIVELY. OF OROVILLE TITLE COMPANY, A CALIFORNIA CORPORATION. WHICH EXECUTED THE F0RCGOING CERTIFICATE, AND KNOWN TO ME TO BE THE PERSONS WHO EXECUTED THE FOREGOING CERTIFICATF, 'N BEHALF OF THE CO MIGRATION THEREIN !LAMED. AND ACPA'CWI,EOGE� TD ME THAT SUCH CORPORATION EXECUTED THE SAME.. �,// NMI k 6l Ic MY COMMISSION EXPINES_ l/j ''q.0^.Y•NC� ESCf�. CO FRO I911 ; A CALIFORNIA C6,RAORATION. AS TRUSTEE STATE OF CALIFORNIA 1 SS COUNTY OF -Int .Ary+lir._ 1 ON THIS �:1I 0.4Y OF OvLobt'r _ 1970. BEFORE ME. THE UNDERSIGNED. A NOTARY PUBLIC IN AND FOR THE COUNTY OF Le" A•ecnlr. PERSONALLY APPr.A11F.U_'t'-5o xBly _' _AND_(r o: P"R„,•o _ KVO WV 70 ME TO BE THE: A Pro'- ANU _d1.=^'�^' \ __ RESPECTIVELY, OF ALLIANCE ESCROW CORFORATIONK A CALM FORNIA COR- PORATION. WHICH CXECCTED 1';?E FOP.EGO;NG CERTIFICATE. FN9 KNC'nN TO ME TO BE THE PERSONS WHO EXECJTEC THE FOREGOING CEP.TIFIc ATE ON BEHALF' OF 1HE CORPORATION TFEREIV NAMED. AND ACKN07/L CD'EC TO ME TH,LT,.SUCH.,CORpORA?ION FX.CUTEU THE SAMg. ft0 ARY PUBLI.J ,%l��y.�—_--- , 'cN.::. .. ...... ... : MY COMM I S S FONEXP I RE S__:`L,_.._. 1171 y T/R'Li IN`�R E AND TRUST COMPANY, A CALIFORNI COR ORATION. AS TRUSTEES -A�u�r!E�tiQ A cV y STATE Or CALIFORNIA 1 BE CCUNTY OF..StaAs.gvmenT9i ON 'HIS_nQfbAY OFQCCLLe.lL• 1910. BEFORE ME. TE JNCERSIGNED A NOTARY PU9LIC N ANC FOR TH' COUVTY OF.,�'(]-G PER50NALLY APPEARCDSA D�.Es_EJ(A E NO E L KNOY::V TO M._. A 70 BE THE AND Y .�_SSCIXf_��// PESPECii'!ELY. OF 1'I1LE INSURANCE AND TRUST COM?AVY, P. C,FORNJ�' COR'ORA.TION AH.CH EX'ECUTEO THE FOREGOING CEP.TIFICA'f ND K.VOAN TC ME TO BE THE PERSONS WHO EXECUTED THE C GING CER Of!IEHALF OF THE CORPORATION THEREIN NFS7 ACX •. iiiiiiD NE.,/INA'I' SUCFI COR POR P.T ION EXECUTED THE �AMF.. v_ J ,Ruyir;i. 2 NO PU-. 'd G lTs^” MY 0M SS!ON EXPi RES Z�/97 . SURVEYORS CERTI_F l I. C•ONALD D. MCCCRMI CK, L`0 HER_BY CERTIFY 'FMA' I AM A REGISTERED CIVIL ENGINEER OF INE SYATC DF CALIFORNIA. THAT THE ANNEXED MAP OF'PARADISE FINES UNIT N0, 12'CONRECTLI' NEPRFSENTS t. SURVEY MADE E' UNDER MY DIRECTION III SEPTEMBER, 1970 TIIPT IT :S TRUE AND CO:•:?LETS 45 SHO'IiN THAT THE \10't- UM[NT5 SHOWN THEREON ARE SET IN TH!'IR CORRECT POSITION AND ARE SUFFI- CII'VT TO ENADLC THE SURVEY TO BE RETRACFC. DONP:.D 0. !AC CCRMI Ch. R.C.E. 9035 3s,..:;t AUDITOR'S CERTIF I, F.H. SEELY, JR., AUDITOR OF THE COUNTY OF d'JTTE, SiAIE OF CnIIFO N:IIA UN HEREBY CFR FI FY THAT 1HF.RE ERI. NO LIEM`v AGA:Nif 'P ARAOISC PINE$ V:tITv :- A$ HEREON SET FORTH., OR UNPAID 5TP.TE. EGL•NTY N.lNICIPP.I OR LUL AL T4XE5 OR' SPECIAL ASSE SSME.N TS COLLECTFU AS TAXES FACEPT TA%L� 0:: SPtCIAI A55255A;EN:S NGT YET PAYADLC. TA%E5 CR SPECIAL. :SSESSMENTS ICH ARE 4 LIEN CUT NOT YET PAYABLE. I ESTIMATE TO BE IN THE 4N.;INT ��_O. F.H. SCFLY. JR.. PUBLIC WORK'S CERTIFICATE I. CLAY CASTLEBCRRY DIRECTOR OF PUBLIC '•-ORKS OF THE COJNT'' Gi BL'ITE. -`T Iv' Y.Ap Y RTIFY TNA' i H.AI'E E%PN iNcL HE f AL CF f.A IFOH\IA OC. ME REB CE A t L OF'?A RPOISE II L'I:IT NO. 12'THAT IT 11 $:IOSTP.hTt C.L LY T11 f. 5A'.1E PS AFF EARED ON THE TEh'T4T{VE :BAF ON TILE ANC rtNY APPPG\'CO AL TL RNA IONS Tr:RF- Of. THAT ALL PRO" SIGNS OF THE SU I'D:V1510V LIAR ACT' CF THE UrATL' C`' I:ALi- FORNIA, !\0 LOCA_ CR D!NA.NCES AF PL I CA 9LC AT THE TIME v APPROVAL OF SAID TENTATIVE MAP HAVE BEEN COMPLIED W17H, AND I A14 SATISFIED THAT S...I,'. MAp IS 'TECHNICALLY COFREC I'. n CLAY -CA S3L�RA.. R. .C, Ir,27.A DIBEET Oi( E, PUGLIC Y:ON:S S. COUNTY COUI4TY CLERK'S CERTIFICATE D= eU'fTE I, CLARX A. NELSCN. COUNTY CLERK 9r TIIE COUN'T'Y OF BUTTE, ETATE OE CALI- F ORN1.4. DO !1EREBY CERTIFY THAT ON THE II_DAY OF M&1/__.19%1 . THC OUTTE COUNTY BOARD OF $UPERVI SORS OFFICIALLY APPHOVEC 'IHC SUDDIVIS!ON %UAP 0F'PARACISE PINES' UNIT N0. 12'1'ME RECEIPT OF SATISFACTORY SECURITY IY THE AUDITORS ESTIMATED AMOUNT GF.lL ?-Q?_ATO INSV'F. PAl'•1Eu'f Oi TA%ES 'WHICH AHE A LIEN BUT :TOT YCT UP NA 01.E 'I�5 ACNN DYIL F.OI;E^. i110 SE PCITI::NS OF ASHEVILLE DRIVE . LEICESTER DRIVE ERI OGEnORT CI!:�CL C, KILGORD COURT , JULLIARD COURT, COLTER WAY., AND CANNON COURT AS SHOWN WITHIN THE COLORED BORDER LIMES ON SAID 'AAP AND OFFERED FOR 9EniCFTIO•V FGR PUBLIC USE YrERE ACCEFTCO ON BEHALF OF THC ?UCLIC FOR COUNTY ROAD PURPCSCS. CLARK A.. NELSON. CCUNTY C.L ERK BY DEPUTY RECORDER'S CERTIFICA RECORDEL` IN THC OFFICE OF THE RECORDER OF BUTTE CCJNT". STATE OF CALI-- FCRNIA. AT THE RFOUEST OF OROVI'.LF TITLE COMPANY A-J-LIAI:t.TES PAST_a 0 CLOCKS V. THEY..? DAT' O_ _ 1^71 IN 900h .i$._OF MAPS AT PAGE S��-A2— RECORD Ii: is N'J!IBER LCUIEE KL'JENCER. UUIFE COLNTY BY L^U'IY SUBDNISION N0. PARADISE PINES UNIT N0. 12 PTN. SEC. 23 T23 N., R.3E., M.D.M. BUTTE COUNTY, CALIFORNIA SCALE' 1"=100' APRIL , 1971 MURRAY B MCCORMICK INC. CIVIL ENGINEERS LAND SURVEYORS 1912 FSE, SACRAMENTO, CALIFORNIA SHEET I OF 4 SHEETS Department C o u n t s J. Michael Crump, Director. Warner C. Phillips, Assistant Director April 22, 2004 James & Janice Geisler 499 Valley View Drive Paradise, CA 95969 ®f Public o f B u t Re: Application for Certificate of Single Merger AP 064-060-003 & 004 Dear Mr. & Mrs. Geisler: Works LAND DEVELOPMENT DIVISION 7 County Center Drive Oroville, CA 95965 (530) 538-7266 (FAX) 538-7171 Eu 1rF COUN'n' APR 2 2 2004 DEVELONVIENT SERVICES On April 16, 2004, the Department of Public Works made the finding that the Certificate of Merger on the above referenced property is exempt from environmental review, and approved the project. Enclosed please find a conformed copy of the Certificate of Merger that was issued by the Butte County Department of Public Works and recorded on April 20, 2004, under Serial Number 2004-0022804, in the office of the Butte County Recorder. If you have any questions concerning this matter, please contact this office at (530) 538-7266, Monday through Friday, 8:00 a.m. to 4:00 p.m. Sincerely, Stuart Edell Manager, Land Development Division SE/kp cc: Anvironmental Health Department Building Division Sierra West Surveying (8331) RECORDING REQUESTED BY and AFTER RECORDING RETURN TO: Butte County Public Works LAND DEVELOPMENT DIVISION 7 CountyCenter Drive Oroville, CA 95965 CONY of Document Recorded 20 -Apr -2004 2004-0022804 Has not been compared with original BUTTE COUNTY RECORDER C€RTIFICATE OF MERGER LANDS BEING MERGED: APNUMBER(S) C,16�1-06a-t903 o—,d 064--o60-C)&-4 NUMBER OF EXISTING PARCELS: 2 - EXISTING PARCELS CREATED BY: ❑ PATENT ❑ GRANT DEED ❑ GIFT DEED ❑ PARCEL MAP LdSUBDIVSION MAP ❑ OTHER RECORDING DATA: YEAR !J171 BOOK / PAGE OR SERIAL NUMBER: -Fk 3 53 ,QFC--' 5 2 Lf, 2— 2- 6, 17 M P,Ab IS c PJNFS tmv 17' i'L SUBDIVISION/ PARCEL MAP: BLOCK LOT(S) 2 © AAP 2 - As As of the date of recordation, those lands noted above are merged to create parcel(s) of land as described in Exhibit(s) A, attached hereto. APRIL 16, 2004 MIKE CRUMP DATE Director of Public Works OWNERS' CONSENT TO MERGER THE UNDERSIGNED, as owners of all that real property to be merged, do hereby consent and agree to the merger of such lands into that .e parcel(s) as described in Exhibit(s) Q attached hereto. OWNERS SIGNA7URES MUST BE NOTARIZED - Print name and title (if applicable) below signature line G-, IsLER Sig.'and print name & title LEO J. MMI COMM. €1367259 a ROTARY PUBU"AUFORNIA COUNTY OF BUTTE / Comm Fzniras onnc /�-?,-D'� Date Date CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California ss. County of On/� _ before me G Date 't / Name and Title of I icer (e.g.. Jahe Doe, Nota Public") / personally appearec �V9Xa I C-1-5 Name(s) of Signer(s) ❑ ersonally known to me proved to me on the basis of satisfactory evidence LEO J. ML" COMM. # 9367259 -� ROTARY PUBt1C-CAUFORHIA e COUNTY OF Bii : E \ Cornrn. Ex fres J 29, 2006 e�IhRrdddlfdld Wir fa to be the persons whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/theV executed the same in his/her/their authorized capacity(ies , and that by his/her/their signatures . on the instrument the persons or fie—entity upon behalf of which the person(s) acted, execu d the instrument. WITN_ y hanA ffiql seal. /. I- _, / Signature of Notary Public OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Document Date: Number Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer Signer's Name: ❑ Individual Top of thumb here ❑ Corporate Officer — Title(s): ❑ Partner — ❑Limited ❑ G ral ❑ Attorney -in -Fact ❑ Trustee ❑ Guardian or nservator ❑ Other: her Is Representing: 0 1999 National Notary Association • 9350 De Soto Ave., P.O. Box 2402 • Chatsworth, CA 91313-2402 • www.nationalnotary.org Prod. No. 5907 Reorder: Call Toll -Free 1-800-876-6827 EXH/B/T `A " All that certain real property situate in the County of Butte, State of California, described as follows: BE/NG Lots 20 and 21, as shown on the certain map entitled, "Paradise Pines, Unit No. 12", which map was recorded in the Office of the Recorder of the County of Butte, State of California, on May 13, 1971, in Book 38 of Maps, at Page(s) 24, 25, 26 and 27. Certificate of Correction recorded August 27, 1985, under Butte County Recorder's Serial No. 85-26006. These two lots are to be combined into one lot. TOGETHER WITH a non-exclusive easement over Lots A and B (the common area) of said Paradise Pines Unit No. 12 and the lots designated for common and recreation areas as described in the Declaration of Annexation for Units IV, VI, VIII, X, XI, XII, XIII and XIV. EXCEPT/NG THEREFROM all minerals, oil, gas, asphaltum and other hydrocarbon substances, with provision that any and all mining operations shall be done from orifices outside the surface area of the land described herein, and that no damage shall be done to surface of said land. C: Descriptions\83 3 1 Geisler.D-1 jX'U" C Robert G. Agee, Jr. L.S. 4010 Registration Expires 6/30/04 END OF DOCUMENT OA, Department ®f public Works C o u n t y o f 8 u .t t o G J. Michael Crump, Director LAND DEVELOPMENT DIVISION C 7 County Center Drive Warner C. Phillips, Assistant Director Oroville, CA 95965 A '` 5 (530) 538-7266 % UC WO�� (FAX) 538-7171 April 22, 2004 James & Janice Geisler 499 Valley View Drive Paradise, CA 95969 Re: Application for Certificate of Single Merger AP 064-060-003 & 004 Dear Mr. & Mrs. Geisler: On April 16, 2004, the Department of Public Works made the finding that the Certificate of Merger on the above referenced property is exempt from environmental review, and approved the project. Enclosed please find a conformed copy of the Certificate of Merger that was issued by the Butte County Department of Public Works and recorded on April 20, 2004, under Serial Number 2004-0022804, in the office of the Butte County Recorder. If you have any questions concerning this matter, please contact this office at (530) 538-7266, Monday through Friday, 8:00 a.m. to 4:00 p.m. Sincerely, Stuart Edell Manager, Land Development Division SE/kp cc: Environmental Health Department Building Division Sierra West Surveying (8331) RECORDING REQUESTED BY and AFTER RECORDING RETURN TO: Butte County Public Works LAND DEVELOPMENT DIVISION 7 County Center Drive Oroville, CA 95965 LANDS BEING MERGED: C®PV of Document Recorded 20 -Apr -2004 2004-0022804 Has not been compared with original. BUTTE COUNTY RECORDER CERTIFICATE OF MERGER APNUMBER(S) 06-060-UO3 0-,,d 064-06U-co4 NUMBER OF EXISTING PARCELS: EXISTING PARCELS CREATED BY: ❑ PATENT ❑ GRANT DEED ❑ GIFT DEED ❑ PARCEL MAP IJSUBDIVSION MAP ❑ OTHER RECORDING DATA: YEAR i 9 7 / BOOK / PAGE OR SERIAL NUMBER: A -'1rC--' 5 :L % z s'. z 6.17 Mp'AbISc pwEs v/urr i: - SUBDIVISION / PARCEL MAP: BLOCK LOT(S)20 I -'D 2 l As of the date of recordation, those lands noted above are merged to create _� parod(s) of land as described in Exhibit(s) attached hereto. APRIL 16, 2004 MIKE CRUMP DATE Director of Public Works OWNERS' CONSENT TO MERGER THE UNDERSIGNED, as owners of all that real property to be merged, do hereby consent and agree to the merger of such lands into that {4hase parcel(s) as described in Exhibit(s) A attached hereto. OWNERS SIGNA TURES MUST BE NOTARIZED - Print name and title (If applicable) below signature line G -,e- ISLER Sig 'and print name & title LEO J. M TTJ COMM. €1367259 a @ ROTARY PUBLIC-CAUFORMA COUNTY OF EBUITEw Comm vn Geo I.J.. nn — 4 -?- 0 L� Date Date CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California ss. County of J On /'i Z before me Dale � 't / Name and Title of/Qtficer (e.g., Jahe Doe, Nota Public ) personally appearec>i�lwl%_ P G� �lrS/1 � �l -I_V� 6xy�`,e Name(s) of Signer(s) Yersonally known tome proved to me on the basis of satisfactory evidence LEO J. Pali Cn comm. 1367259 a= NOTARY PUBLIC-CAt. FORNW ce COUNTY OF Bili E Comm- Ex fres Julyr 29, 2006 11 °�a>fe, RfeYdfdifd _ M1 _ to be the persons whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity( , and that by his/her/their signatures on the instrument the persons or e entity upon behalf of which the person(s) acted, exdecuyd the instrument. WITN4hanAal seal..'/, / Signature of Notary Public OPTIONAL Though the information below is not required bylaw, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Document Date: Number Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer Signer's Name: ❑ Individual Top of thumb here ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ G ral ❑ Attorney -in -Fact ❑ Trustee ❑ Guardian or nservator ❑ Other: !Si her Is Representing: 0 1999 National Notary Association • 9350 De Solo Ave., P.O. Box 2402 • Chatsworth, CA 91313-2402 • v .nationalnotary.org Prod. No. 5907 Reorder. Call Tog -Free 1-800-8766827 EXH/B/T `A " All that certain real property situate in the County of Butte, State of California, described as follows: BE/NC Lots 20 and 21, as shown on the certain map entitled, "Paradise Pines, Unit No. 12", which map was recorded in the Office of the Recorder of the County of Butte, State of California, on May 13, 1971, in Book 38 of Maps, at Page(s) 24, 25, 26 and 27. Certificate of Correction recorded August 27, 1985, under Butte County Recorder's Serial No. 85-26006. These two lots are to be combined into one lot. TOGETHER W/TH a non-exclusive easement over Lots A and B (the common area) of said Paradise Pines Unit No. 12 and the lots designated for common and recreation areas as described in the Declaration of Annexation for Units IV, VI, VIII, X, XI, XII, XIII and XIV. EXCEPT/NC THEREFROM all minerals, oil, gas, asphaltum and other hydrocarbon substances, with provision that any and all mining operations shall be done from orifices outside the surface area of the land described herein, and that no damage shall be done to surface of said land. OF C: Descriptions\8331Geisler.D-1 Robert G. Agee, Jr. L.S. 4010 Registration Expires 6/30/04 END OF DOCUMENT Structural Calculations for Geisler Residence Owner Requested Field Change 14578 Coulter Way Magalia, CA APN: 064-060-015 Butte County September 19, 2005 W�G�2FyC gifVIS/ON 7V ';DN 0989 jv0 �i EJ -2008 pp®�� CIVIL BVI? 7�g�!�`',y . a-? vi 10N q CFCAIJ ' - r-�d`D i4 C Prepared by: Wegener Engineering Group Mark Wegener, PE P.O. Box 2493 Paradise, CA 95967 Structural Calculations for Geisler Residence Owner Requested Field Change 14578 Coulter Way Magalia, CA APN: 064-060-015 Butte County September 19, 2005 Prepared by: Wegener Engineering Group Mark Wegener, PE P.O. Box 2493 Paradise, CA 95967 Q,�,QFESS/94i; j d'J9T CNl1- ��P �� CAUFQ� i M Wegener Engineering Grou Pro "ect: Jim and Jan Giesler Floor Beam Substitution Location: APN: 064-060-015-000, Butte County, CA Date: Se tember 19, 9 05 By: mw Ch: ISM. I Basis for Design: Structure is a two story, wood framed, single family residence currently under construction. Design herein to address an owner requested field change involving the second floor framing. The field change involves a substitution of framing for the two long span (FB -5) beams shown on sheet 6 of approved plans dated 6/24/05, by Gary Hawkins Architect. References: 1. 2001 California Building Code (CBC). 2. Building plans by Gary Hawkins Architect, Chico, CA, dated 6/24/05. 3. Design requested by the contractor 8/11/05. 4. CBC Appendix Chapter 16 Loads: Loads: Roof: LL: 55.0 psf (snow) Walls (exterior): DL: 1.5 psf (siding) DL: 2.2 psf (roofing) 1.5 psf (plywood) 1.5 psf (plywd) 3.3 psf (framing) 1.7 psf (framing) 2.8 psf (ceiling) 1.5 psf (insulation) 2.2 psf (sheetrock) 1.5 psf (insulation) 1.5 psf (misc) 1.5 psf (misc) 12.8 psf USE 13.0 PSF 9.9 psf USE 10 PSF Floor: LL: 40.0 psf (residential) Walls (interior): DL: USE 6 PSF DL: 1.0 psf (flooring) 2.3 psf (plywd) 2.8 psf (framing) 2.8 psf (sheetrock) 1.0 psf (insulation) 1.5 psf (misc ) 11.4 psf USE 12 PSF Wegener En ineerin F Grou Project: Jim andJan Giesler Floor Beam Substitution Location: APN: 064-060-015-000, Butte County, CA Date: Se tember 19, 2005 By: mw Ch: Sht: 3 Wegener Engineering Grou Project: Jim and Jan Giesler Floor Beam Substitution Location: APN: 064-060-015-000, Butte County, CA yep mw Ch: ger 19, 2005 Sht: 1J _ 0 Wegener En ineerin Grou pro'ect: Jim and Jan Giesler Floor Beam Substitution -ocation: APN: 064-060-015-000, Butte County, CA date: Se By: mw Ch ZIT d, �'- �Z�� Z .tot ►., Z � x los �,Ck4� Efi � �bXlo�s� 19, 2005 Sht: rj I.61tImo+Iq Z11 LL - v zso zA a v- I. CSN UsE �, ^' a''�- � ►�rErL-mot-✓�-nc�r� �►� �r�,,.� tri �-r�- '.�' `� "3i � 35�,� �-E 7u��� I 4c, �--� CSF 1 Wegener Engineering Group Project: Jim and Jan Giesler Floor Beam Substitution. Date: September 19, 2005 Location: APN: 064-060-015-000, Butte County, CA By: mw Ch: Sht: ATE 2 C foil 'G O.C. D2 1 �oihr ec-1 Cc -'TZ -1:2 Gam' IZZ� of �1 a a PWI JOIST DIMENSIONS JOIST DIMENSIONS ' PWI 60 9'h 14' 16' ' 44. OSB web 245e" x I%" Flange PWI 40 1 9%" 9 1 1 16' 1 1 1 1 • PWI 77 ' LlJ w 1 1 1 1 1 1 1 1210- '/I -- OSB Web 2VW x Ph" Flonge 4i' OSB Web 245e" x I%, Flonge 4i' OSB Web IV,'- I'W Flange ! PWI 70 11'/e 14- 16- 18-20- 4S" OSB Web 245-' x I'h" Flonge PWI 90 1 9.. it%' 14' 16" 18'120'12�2'124- 11 /Ie' OSB Web 3'h' x I'h' Flonge 3 PWI 20 PWI 30 ' LAU ww(-150 � 1 9'•'S- I 1 %' 9� - � - ,1/e ' 1h' OSB Web 1h" OSB Web IV.-. lie- Flonge 1'h" x I'h" Flonge PWI 60 9'h 14' 16' ' 44. OSB web 245e" x I%" Flange PWI 40 1 9%" 9 1 1 16' 1 1 1 1 • PWI 77 ' LlJ w 1 1 1 1 1 1 1 1210- '/I -- OSB Web 2VW x Ph" Flonge 4i' OSB Web 245e" x I%, Flonge 4i' OSB Web IV,'- I'W Flange ! PWI 70 11'/e 14- 16- 18-20- 4S" OSB Web 245-' x I'h" Flonge PWI 90 1 9.. it%' 14' 16" 18'120'12�2'124- 11 /Ie' OSB Web 3'h' x I'h' Flonge 3 i, .-DESIGN DESIGN PROPERTIES FOR PWI JOISTSM PWllll Series PWI Joist Depth PWI Joist APA PRI -400111 E101 (x 10' lbs-inl) Mist (ft -lbs) V111 (Ibs) (IRM (lbs) ERI11 (lbs) • 01Joist (x 10! lbs) PWI 20 9h" PM 2095 PRI -20 145 2520 112Q 1700 830- 4.94 111/1' PIM 2011 PRI -20 " 253 3265 1420 1700 830 6.18 PWI 30 9'h' PWI 3095 PRI -30 161 3225 1120 1905 945 4,94 111/1' PWI 3011 PRI.30 280 4170 1420 1905 945 6.18 9111, PWI 4092 PR1-.46 181 2650 1080 2160 1080 4.80 9W PWI 4095 PRI -40 193 2735 1120 2160. • 1080 4.94 PWI 40 11'/1' PWI 4011 PRI.40 330 3545 1420 2500 1200 6.18 14' PWI 4014 PRI.40 482 4270 1710 2500 1200 7.28 16' PWI 4016 PRI -40 657 4950 1970 2500 1200 8.32 9th' PWI 5095 PRI -50 186 3800 1120 2040 1015 4.94 PWI 50 111/1 PWI 5011 PRI -50 322 4915 1420. 2040 1015 6.18 14' PWI 5014 PRI.50 480 5860 1710 2040 1015 7.28 16' PYA 5016 PRI -50 663 6715 1970 2040 1015 8.32 9/' PWI 6092 51.60 218 3665 1080 2160 1080 4.80 9th' PWI 6095 PRJ•66 231 3780 1120 2160 1080 4.94 PWI 60 11 ?A, PWI 6011 PRI -60 396 4900 1420 2500 1200 6.18 14' PWI 6014 PRI.60 584:5895 171.0 2500 1200 7.28 16" PWI 6016 PRI.60 799 6835 .1970 2500 1200 8.32 111/1' PW17011 PRI -70 440 6730 1420 2335 1160 6.19 14' PWI 7014 PRI.70 644 8030 1710 2335 1160 7.33 PWI 70 16' PW17016 PRI.70 873 9200 1970 2335 1160 8.42 18" PWI 7018 - 1141 10355 2239 2335 1160 9.53 20' PVA17020- 1447 11495 2506 2335 1160 10.63 9h' PWI 7795 - 261 5155 1675 2780 1390 5.57 IIIA" PWI 7711 - 442 1925 2780 1390 692 PWI 77 14' PW17714 - 648 2125 2780 1390 8.17 16' PWI 7716 - 881 F6675 23302780 F...2740 1390 9.35 18' PWI 7718 - 1152 2535 2780. 1390 10.55 .20' PWI 7720 - Pe63 2780 1390 11.76 9th' PWI 9095 PRI -90 392 7915 1675 3350 1400 5.57 I I W 661 10255 1925 3355 1400 6.92 14' PRI.90 965 12235 2125 3355 1400 8,17 PWI 90 16 V90PRI.90 PRI.90 1306• 14020 2330 3355 1400 9.35 18' - 1703 15780 2535 3355 1400 10.55 20" 22' 24' PWI 9022 PYA 9024 - - - 2155 2664 3232 17520 19245 20955 2740 2935 3060ua 3355 46051'a 1400 24001111 11.76 12.97 4605 2400 u n 14.18 (1) The tabulated design properties are for normal duration of load. All properties, except EI and k, may be adjusted for other load durations as permitted by the code. (2) PRI -400 joist series designation. Design properties meet or exceed the requirements of the PRI -400 Performance Standard for APA EWS I•Joists. (3) Pacific Woodtech Corporation proprietary joist series designation. (4) Bending stiffness (EI). (5) Moment capacity (M). The tabulated values sholl not be increased by any code -allowed repetitive member factor. (6) Shear capacity M. (7) Intermediate reaction capacity (IR) of the I•joist without web stiffeners and o minimum bearing lerigth of 31h' -inches. (8) End reaction capacity (ER) of the 1 -joist without web stiffeners and a minimum bearing length of 14•inches. (9) Coefficient of shear deflection (k). Use Equations 1 or 2 to calculate uniform load or center point load deflections in a simple -span application. Uniform Load: Center -Point Load: where: 5we' !!!elPes +- 2pe b - calculated deflection (in.) P = concentrated load (lbs) a=--+- Ili s=- 384EI k 48EI k w = uniform load (lbs/in.) EI = bending stiffness of the PWI joist (lbs -in") e = design span (in.) k = coefficient of shear deflection (lbs) (10) 2x4 web stiffeners required. Attach with 10 nails (31h' long x 0.131" diameter). (11) 2x4 web stiffeners required. Attach with 8 nails (31h' long x 0.131' diameter). For additional jpformatlon, p(ei7sQ ytIt our yl!eb}tetpt lM tpilcifjcwoo8tech,cam,; PWI JOIST TYPICAL HOLES D �- (see table) Minimum 2x diameter of largest hole (see table) 11' 12%s' 10 n. 20 ft. 1'- 0' II'_ 1' 1 2• - ---- --..-... „ales 1'- 3' 1 o V- (Funneight) 5'_ 8 _P_ 8 _ 8' 9'- 9' Do not cut rectangular holes, or round holes 1'- 2• 1'- 3- 1•_ 3• I'- 4• 1'- 9' 21- 5' 4'_ 0' 51-8. 7'- 4- 28 h. larger than 11h" in diameter, in I _ 2, ROUND AND RECTANGULAR HOLES 1'_ 4• 2'- 3' 3•_ p• q._ 3. 5,_ I 7 1 cantilevers 32 h. I'- 0. 1._ I• Round Hole Diameter 2• Minimum 3' Distance 'D' from An Su oA to the Centerline the lI•_0. ' Rectangular Hole Side 11-2. 1'- T• 1- 3" of Hole 83i' 3 _ 2" Joist Span. 1 h- 2%. 3' 335• 41/1' 4W 6W 10 lOW" 12' 123 3' 7• 4' 10• 6'- 11" 8'- 1' 11'- 5' 14'_ 8- 8 22" Z2" T4 h. 011'- 14 2h• 8' 9'9'/r I._ 6. 8 h. 9 Y." 1'- 0' I'- 7- 2'- 1' 2 _ g• 3•_ 2• 7•_ 28 h. 1•_ 0' 1_1 1'- 0' 1_2. 1_2, 1•_7. ITh. Q6 h. - 3'-10• 5' 3'- 2' 4'-0' 4'_ 10 7-5. 8' 32 32 h. 1'- 1' I'- 0' 2' 1'- Z' I'- ll" T'- 1' 3'- 2" 4'- 3' S'- 4' � 6•_ 5• 7'- 3 8'- I1' 10'-7 16 16 h. 1'- 1• 1'_ p• 1 _ 2• 8 N. 9''A" 112 h. 1'_ 0' I•_ 6' T'- 1' 2'- 7 3'- 1- 3--3- 8 _ 6' 10 - I'- 1' 16 h. V- 6• 2•_ 4. 3'- I" 31- Il' 4'- 8" 4'- 11• 8'-101 9'- 8' I1'- 151' 14'_ 1' Z4" 24ph. 1-0. 1-I• 0• Z'- I' 3'- 1' 4'- 2' S'- 3' 6'- 3• 6--6- ._6.1,- 2_11• 3_7• 4_0. 5'-1, 6-1- 12 h. 1'_ p• •_ 1,-7- 2•_ p• S' 2'-T-6'. 3•- 7' 3- 8' 4'-6- 5'- 0• A- 4' 11'A" 16 h. 1'- 5' I 8. 4, 3,- 0' 3'- 8" 3'- 10• 5'- 4. 4- 4 _ 5• 5 - 5' 6'- 0• 20 h. 1'- 9" 2'- 3' 3'_ 2• q•_ p• 4 _ 10' S' 1' 7'-2- 3•_2• 5._5• 1" 5_2• 6-4• 12 h. 1 2'- 10' 3'_ I I • 5._ 0• 6'- 1 6'- 4' 8'- 11• 5 - I1• 14' 16 H. 1'- 0' I'- 1. II- I0 0 2 - 7 2 -9. 4'- 2- S'_ p• 5•_ 6' 20 h. 11-0. I'- 4. 2'- q• 2 - 8• 3 - 6- 3 - 8• 5'- 7" 6'- 9- )'- 4• 24 h. 1'- 0' 1'- 7' 2'- 10' 3-4 q_q• 4. _ 7' 7'_ 0' B'- 5• 9'- 2- 12 h. 1'- 0' 1'- 1. I 4'- 0' S•_ 3' SI- 7• 81-51 10'- 1' 11•_ 0' 16 h. 1'- 0• 1•- 1" _ 1'-.2' 1'- 2" 2•_ 6' •2'- 11• '3'- 9" 4'- 3• 5•_ p• 5•_ 6' 16" 20 h. 11-0. 1'- I' I•_ 2• I• 3 1,- 10' 0• X_ 11, 51- 1" 5'- 8" 6'_ 8• 7'-4- 24 h. 1.-0. I'- 1' 1'- 2• 1'-.6' 2 - 3' 2•_ 9• 2 - 6• 4'_ .111 61- 4• 71- 11 81- 5• 9'- Z' 28 h. 1'_ 0' 1'- 1. 1'- 2' I,_ 9 3'- 01 5'- 11• 71_ 7• 8'- 6• 10'-], 11'- 12 h. 1'- 0' 1._ 1. 1 •- Z 3• ; - 9' .6'- 11 8'- II- 10'_ 0• 11'_ y .T- I0, 18" - 3' 1'- 7• 2'_ 5• 2'- 1 1 • 3'- 8' 4'-2- 20 h. 1'- 0' 1'- I' -2. I•_ 2• I,_ 3• 2'- 1" 3 - 3• 3'- 10' 4'- 11• 5•_ 7• 24 H. 1'- 0' 1'_ I • I•_ 2• I•_ 2• I'_ 2'-7- 41- 1 • 4 1-10, 6�- 2" 6'- 11' 28 h. t'_ n• •. .. 3' 1'- 3' 3'- 2• e•_ , ,- �. .... _. 11' 12%s' 10 n. 20 ft. 1'- 0' II'_ 1' 1 2• I'- 2 1'- 3' 1 o V- d - 8 5'_ 8 6,_ 10' 8 _ 8' 9'- 9' 12'-8- 20" 24 h. 74 0' 1 - 1, 1'- 2• 1'- 2• 1'- 3- 1•_ 3• I'- 4• 1'- 9' 21- 5' 4'_ 0' 51-8. 7'- 4- 28 h. 1'_ 1 _ 1 I •_ 2 I _ 2, V-3- 1'_ 4• 2'- 3' 3•_ p• q._ 3. 5,_ I 7 1 91-2. 32 h. I'- 0. 1._ I• 1,_ 2, I - 2• _ 3' 1'- 3' I•_q• 2•_ 8. 3_8. 5-2" 6'-1' g•_6• lI•_0. I6 h. 1•_ 0• 1 - 1• 11-2. 1'- T• 1- 3" I'- 3 _ 2" 4'-3- 6'-0' 71- 1• 9'- 11' 12'_ 1p• 10 1'- 0' 1•_ 1 . 1'- Z' I'_ 2• 1'- 3' 1'_ 3• p•_ 6• 3' 7• 4' 10• 6'- 11" 8'- 1' 11'- 5' 14'_ 8- 8 22" Z2" T4 h. 011'- 14 1'- 2- I•_ 2• 1•_ q. I._ 6. 3 2, 3'_ 3• 3'-8- 4'-5- 4'- 10' S'- 11' 7•_ 28 h. 1•_ 0' 1_1 1'- 0' 1_2. 1_2, 1•_7. 1-10, - 3'-10• 4 IV q_g• 5_6• 6_0, 7-5. 8' 32 32 h. 1'- 1' I'- 0' 2' 1'- Z' I'- ll" 2'_ 2 4'- 5• 5--g- 5 - 7- 6'-7 ' 7'- 3 8'- I1' 10'-7 16 16 h. 1'- 1• 1'_ p• 1 _ 2• I. T 2 2, 2 5 - 1• 6 7' 6•_ 6• '- 9. 7--g- 8 _ 6' 10 - I'- 1' 1'_ 2• 1'- 2' 1•_ 3• 1•_ 3. - 2-6" 7'- y 8'-101 9'- 8' I1'- 151' 14'_ 1' Z4" 24ph. 1-0. 1-I• 0• 1-2 1-2• 1,-3• 1'-3• 2,-9 3' 3•- 2" 2_11• 3_7• 4_0. 5'-1, 6-1- 1•- 1• 1'- 2" 1-21 1'- 2• I•_ 3• V-3- 81 10• 3- 8' 4'-6- 5'- 0• A- 4' _ 32 h. 1 •_ 0• l,- 1 1 1 - 2- 1 - 3• 1•_ 3- 3._ 2- 4- 4 _ 5• 5 - 5' 6'- 0• 7'_ 7' y_ 2• 1• 1_2 1-2• 1'-3' I'-3' 3•_2• 5._5• 1" 5_2• 6-4• 7'-0' 8'-10' 10,-9. 5 - I1• 7'- 3• 8'- 0' 10'- 2' 12•_ 1. 1. Table values apply to joists sized by means of the load or span tables in this 4. The horizontal clearance between the edges of adjacent holes must be at publication. Use beam sizing software for a more precise analysis or to lean twice the diameter (or longest side) of the larger hole. Exception: A analyze conditions outside of the scope of these tables. I'h 2. Web holes may be located anywhere between the joist flanges. Leave of least inch Biometer hole may a drilled anywhere in the web. Provide of leas least " clearance between the edges of holes and the flanges. t 3' of horizontal clearance from adjacent holes of any size. 1h 3. Do not cut rectangular holes, or round holes larger than 111" diameter, 5. 1 h" diameter holes ore fodory•scored in the web at 16" on center. in cantilevers. 23 ESR -1225 E'REPORr MIssued February 1, 2005 This report is subject to re-examination in one year. ICC Evaluation Service, Inc. BusinesslRegional Office ■ 5360 Workman Mill Road, Whittier, Cardomia 90601 ■ (562) 699-0543 Regional Office ■ 900 Montclair Road, Suite A, Birmingham, Alabama 35213 ■ (205) 599-9800 WWW.ICC-eS.org Regional Office 4051 West Flossmoor Road, Country Club Hills, Illinois 60478 (708)799-2305 DIVISION: 06—WOOD AND PLASTICS Section: 06170—Prefabricated Structural Wood REPORT HOLDER: PACIFIC WOODTECH CORPORATION POST OFFICE BOX 465 BURLINGTON, WASHINGTON 98233 (360)707-2200 www.pacificwoodtech.com EVALUATION SUBJECT: PWI JOISTS ADDITIONAL LISTEES: CAPITAL LUMBER COMPANY 2111 EAST HIGHLAND AVENUE, SUITE 155 PHOENIX, ARIZONA 85016 CASCADE CAPITAL 230 EAST F STREET TACOMA, WASHINGTON 98421 FRANKLIN BUILDING SUPPLY COMPANY 11700 FRANKLIN ROAD BOISE, IDAHO 83709 GEORGIA -PACIFIC CORPORATION 4300 WILDWOOD PARKWAY ATLANTA, GEORGIA 30339 1.0 EVALUATION SCOPE Compliance with the following codes: ■ 20031ntemation4l Building Code® (IBC) ■ 2003 International Residential Code® (IRC) ■ BOCA® National Building Code/1999 (BNBC) ■ 1999 Standard Building Code® (SBC) ■ 1997 Uniform Building CodeTm (UBC) Properties evaluated: Structural 2.0 USES PWI joists are used as joists, rafters and headers. 3.0 DESCRIPTION 3.1 General: Pacific Woodtech Corporation manufactures PWI 1 -joists and private label I -joists. The [-joists described in this report are prefabricated wood I -joists that comply with Section 2303, Item 5.1, of the UBC, Section 2303.1.2 of the IBC, and Section R502.1.4 of the IRC, for allowable stress design; Section 2313.5 of the BNBC; and Section 2301.4.11 of the SBC. The company names and associated product names for the PWI I -joists and private label I -joists are as follows: COMPANY PRODUCT NAME Pacific Woodtech Corporation PWI Capital Lumber Company Bulls -I Cascade Capital CCI Franklin Building Supply Company FBI Georgia-Pacific Corporation GPI Wood I Beam® The 1 -joists are manufactured to meet the performance standard recognized in ICC -ES report ESR -1405 (PRI -400, Performance Standard for APA EWS I -joists), and/or the Pacific Woodtech Corporation I -Joist Quality Control Manual. Descriptive details for the joists are noted in Table 1. 3.2 Materials: 3.2.1 Flanges: PWI joist flanges are Douglas fir laminated veneer lumber (LVL) or finger -jointed spruce -pine -fir machine stress rated (MSR) lumber that complies with the requirements of the approved quality control manual. 3.2.2 Webs: PWI joist webs are made from oriented strand board (OSB) structural -use panels that comply with the requirements of the approved quality control manual. Minimum 8 -foot -long (2438 mm) web sections are assembled with glued tongue -and -groove joints to form a continuous web. The flange -web connection is made by gluing the web into a rout in the center of each flange. 3.2.3 Adhesives: Exterior -type adhesives, complying with ASTM D 2559, are used for flange -flange, flange -web, and web -web joints. 4.0 DESIGN AND INSTALLATION 4.1 General: Design and installation are governed by the applicable code, standards referenced by the applicable code, and the manufacturer's installation instructions. 4.2 Allowable Capacity: Allowable design properties are provided in Table 2. 4.3 Web Stiffeners: Web stiffeners are not required, with the following exceptions: a. Web stiffeners are required at the ends of the I -joist in joist hangers that are not deep enough to laterally support the top flange of the joist. Refer to the hanger installation instructions. b. Web stiffeners are required to accommodate special hanger nailing requirements. Refer to the hanger installation instructions. REPORTS—are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, Inc., express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Page 1 of 9 Copyright © 2005 ESR -1225 Page 2 of 9 c. Web stiffeners are required under concentrated loads applied to the top of the I -joist between supports, or along cantilevers beyond the support, when the concentrated load exceeds 1500 pounds (6672 N). d. Web stiffeners are required at birdsmouth cuts at the low end support of sloped joists. e. Web stiffeners are required for high reactions at supports. See Table 2. See Figure 1 for illustrations as well as web stiffener dimensions and nail sizes. 4.4 Lateral Support: The compression flange requires continuous lateral support. Joist ends require restraint to prevent rollover. Methods specified in the applicable code for lateral support of sawn lumber are acceptable. Bridging is not required in the joist span. 4.5 Web Holes: Tables 4 and 5 provide allowable locations for round, rectangular and duct holes in joists sized by means of Table 3. For engineered designs, refer to the notes in Tables 4 and 5 and use the following allowable hole shear values: d — Hole Diameter(inches) x V Round holes: Vhye = d rorsr where: Vhe,e = allowable joist shear at web hole (Ibs) d = joist depth (inches). Vp;s, = allowable joist shear (lbs). Rectangular holes: Substitute the longest side dimension divided by 0.75 for Hole Diameter in the round hole equation. Duct holes (full height of web removed): PWI 20/30 Vhae = 300 - 8.5 x width PWI 50 Vhae = 360 - 11 x width PWI 40/60/70/77 VhO1e = 430 - 11.5 x width PWI 90/93 Vhaa = 515 - 12 x width where: Vhwe = allowable joist shear at web hole (lbs). Width = duct hole width (inches). 4.6 Duration of Load: Adjustments for duration of load, in accordance with Part 2.3.2 of the NDS or Item 6 of Section 2316.2 of the UBC, apply to joists covered by this report and their fasteners. 4.7 Repetitive Member Use: The repetitive -member use factors applicable to the resistive moment capacities listed in Table 2 of this report are limited to 1.0. 4.8 Fasteners: Allowable capacities and spacing for nails into the flanges of PWI-40 and PWI-60 joists with MSR lumber flanges are in accordance with the NDS for solid -sawn lumber with specific gravities, respectively, of 0.42 and 0.46. Allowable capacities and spacing for nails into the top of flanges of PWI joists with LVL flanges are in accordance with the NDS for solid -sawn lumber with a specific gravity of 0.50. Allowable capacities and spacing for nails into the side of flanges of PWI joists with LVL flanges are in accordance with the NDS for solid -sawn lumber with a specific gravity of 0.49. 4.9 One-hour Fire -resistive Construction for Roof - ceiling and Floor -ceiling Assemblies: 4.9.1 Assembly 1: The kjoists described in this report, with minimum flange size of 1'/2 inches (38 mm) by 2% inches (64 mm), can be used with the assembly described in Figure 3 of ESR -1405. 4.9.2 Assembly 2: I -joists can be used in the construction of the assembly described in Table 7-C, Item 21-1.1, of the UBC; or Table 720.1(3), Item 22-1.1, of the IBC. Minimum 9'/, -inch -deep (235 mm) wood I -joists shall be spaced a maximum of 24 inches (610 mm) on center. Minimum flange size is 15/,s inches thick by 1'/2 inches wide (33 by 38 mm). Minimum web thickness is '/, inch (10 mm). 4.9.3 Assembly 3: The I -joists described in this report can be used with the assembly details described in Section 4.2.2.4 of ESR -1405. 4.9.4 Assembly 4: 4.9.4.1 Finish Flooring (Optional): Hardwood or softwood flooring on building paper; or resilient flooring, parquet floor, felt -synthetic -fiber floor coverings, carpeting, or ceramic tile on'/,_inch-thick (10 mm) panel -type underlayment; orceramic tile on 1'/; inch (32 mm) mortar bed. 4.9.4.2 Subfloor: Wood structural sheathing in compliance with the provisions of PSI or PS2 and the applicable building code. 4.9.4.3 Wood Structural Members: Minimum 91/2 -inch- deep (241 mm) wood I -joists spaced a maximum of 24 inches (610 mm) on center. Minimum flange size is 1'/2 inches thick by 11% inches wide ( 38 by 38 mm). Minimum web thickness is 3/, inch (10 mm). 4.9.4.4 Insulation (Optional): 31/, -inch (89 mm) glass fiber batts, or 3'/, -inch (89 mm) mineral wool batts. 4.9.4.5 Resilient Channels: Minimum 0.0 1 8 -inch -thick (0.5 mm) resilient channels are installed in continuous rows at a maximum spacing of 24 inches (610 mm) on center, and are perpendicular to the joists. The channels are attached to the bottom of each joist with a "/4 -inch -long (32 mm) screw. Additional channels may be installed between continuous rows at the locations of end joints in the first layer of ceiling. The additional channel may be extended a minimum of 2 inches (51 mm) beyond the joists adjacent to each side of the gypsum board panels in the first layer of ceiling. 4.9.4.6 Ceiling: Two layers of/Z inch -thick (13 mm), Type X gypsum board in compliance with ASTM C 36. The long edge of each layer shall be perpendicular to the channels (parallel to the joists). End and side joints shall be staggered at least 16 inches (406 mm) from layer to layer. The first layer shall be fastened to the resilient channels with "/4 -inch (32 mm), Type S screws at 12 inches (305 mm) on center. Screws shall be installed a minimum of inch (10 mm) from end joints and a minimum of 11/2 inches (38 mm) from side joints. The second layer shall be fastened to the resilient channels with 15/, -inch (41 mm), Type S screws at 12 inches (305 mm) on center. Screws shall be installed a minimum of 1/2 inch (13 mm) from end and side joints. One -and -one -half- inch (38 mm), Type G screws may be substituted at end joints in the second layer when end joints fall between channels. 4.10 Other: Installation•.and construction details not specifically covered herein shall be in accordance with evaluation report ESR - 1405. 5.0 CONDITIONS OF USE The Pacific Woodtech Corporation private label I -joists described in this report comply with, or are suitable ESR -1225 Page 3 of 9 alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 1 -joists are manufactured at the Pacific Woodtech facility in Burlington, Washington, with quality control inspections by APA-EWS. 5.2 For applications based on Table 2, design calculations and details for specific applications shall be furnished to the code official, when requested, when the permit is applied for. Calculations and drawings shall be prepared, signed and sealed by a registered design professional where required by the statutes of the jurisdiction in which the project is to be constructed. 5.3 1 -joists are permitted in dry -use service conditions only 5.4 Cutting of flanges is not permitted. 6.0 EVIDENCE SUBMITTED 6.1 Data in accordance with the ICC -ES Acceptance Criteria for Prefabricated Wood 1 -joists (AC14), dated June 2004. 6.2 A quality control manual. 7.0 IDENTIFICATION Each 1 -joist shall be marked with the product trade name or trademark; thejoist series; the production date; the evaluation report number (ESR -1225); the name or trademark of the inspection agency (APA-EWS); the name of the manufacturer (Pacific Woodtech) or the name of one of the additional listees noted in this report; and the manufacturer's APA mill number (1048). TABLE 1—PWI JOISTS JOIST SERIES MOIST DEPTH (inches) Material FLANGE Width (inches) Depth (inches) WEB MATERIAL PWI-20 9'/2 thru 11'IB LVL 1'/, 1% '/8 inch thick OSB PWI-30 9'/z thru 11'/8 LVL 1'/z 1'/z 3/8 inch thick OSB PW I-40 9'/, thru 16 LVL 25/18 1'/8 '/e inch thick OSB PWI 40 9%thru 16 MSR 2'/z +z 1 / e '/ inch thick OSB PWI-50 9'/2 thru 16 LVL 13/, 1'/z 3/8 inch thick OSB PWI-60 9 thru 16 LVL 25/18 3 1 /8 e inch thick OSB '/'/, PWI-60 9'/z thru 16 MSR 2'/z 1'/z 3/8 inch thick OSB PWI-70 11% thru 20 . LVL 25/16 1'/z 3/8 inch thick OSB 11%thru 16 LVL 3'/2 3/8 inch thick OSB �PWI-77 9'/z thru 20 LVL 25/781+/z'/18inch thick OSB 9'/z thru 24 LVL 3'/ 1'/ '/1e inch thick OSB For SI: 1 inch = L5.4 mm. Birdsmouth Cut at Low Support Use Table 2 ER Nall Schedule. Snug to bottom Snug to top Concentrated Load > 1500 lbs. Use Table 2 ER Nail Schedule. • • • High Reaction at Support See Table 2. Jolat SeriesWeb Minimum Dimensions Stiffeners Nails T91ck: Width PWI-20 19/32 2x5/16" 2-14r x 0.131" PW1.30 151,32" 2=5116" 2-1/2" x;0131" pWl-40 1" 2=5116" 2-1/2' x:0'.131" PINI -50 19/32" 2:5116" 24/2°'X:0.131 PWf 60: 1" 2=6/16" 2-1/2" ir4.131- PWI-70 1" 2-5116" -2-1/2"x.0.131" PW -77 1" 2=5/16" -2'1/2"x:0.131* PW -90 .1-1/2" 3,412" 3-1/2" x;0e13i" PWI=93 1-1/2" 3112" 3=1/2" x,0'.131" Web stiHerier length is approximately 118" less than tlie.clear distance between flanges. FIGURE 1—WEB STIFFENERS Page 4 of 9 ESR -1225 TABLE 2 -DESIGN PROPERTIES' JOIST JOIST EV k' W W ERB (Ibs) IR' (Ibs) SERIES DEPTH (x 108 Ib -int) (x 108 lbs) (ft-Ibs) (Ibs) 1'/, inches 3'/2 inches WSB 3'/2 inches 5'/4 inches WS' (in.) No WS WS No WS WS Nails No WS WS No WS WS Nails 9'128 145 4.94 2520 1120 830 N.A. 1056 N.A. 4 1700 N.A. N.A. N.A. 4 PWI-20 111/88 253 6.18 3265 1420 830 N.A. 1289 N.A. 4 1700 N.A. N.A. N.A. 4 91/29 161 4.94 3225 1120 945 N.A. 1081 N.A. 4 1905 N.A. N.A. N.A. 4 PWI-30 11'/9 280 6.18 4170 1420 945 N.A. 1314 N.A. 4 1905 N.A. N.A. N.A. 4 9'/, 181 4.80 2650 1080 1080 N.A. 1080 N.A. 4 2160 N.A. N.A. N.A. 4 91/29 193 4.94 2735 1120 1080 N.A. 1111 N.A. 4 2160 N.A. N.A. N.A. 4 PWI-40 11'/88 330 6.18 3545 1420 1200 N.A. 1371 N.A. 4 2500 N.A. N.A. N.A. 4 148 482 7.28 4270 1710 1200 N.A. 1472 1597 4 2500 N.A. N.A. N.A. 4 169 657 8.32 4950 1970 1200 N.A. 1472 1799 4 2500 N.A. N.A. N.A. 4 91/29 186 4.94 3800 1120 1015 N.A. 1097 N.A. 4 2040 N.A. N.A. N.A. 4 11'/89 322 6.18 4915 1420 1015 N.A. 1330 N.A. 4 2040 N.A. N.A. N.A. 4 PWI-50 149 480 7.28 5860 1710 1015 N.A. 1303 1389 4 2040 N.A. N.A. N.A. 4 169 663 8.32 6715 1970 1015 N.A. 1303 1529 4 2040 N.A. N.A. N.A. 4 9'/4 218 4.80 3665 1080 1080 N.A. 1080 N.A. 4 2160 N.A. N.A. N.A. 4 9'/29 231 4.94 3780 1120 1080 N.A. 1111 N.A. 4 2160 N.A. N.A. N.A. 4 PWI-60 11'/88 396 6.18 4900 1420 1200 N.A. 1371 N.A. 4 2500 N.A. N.A. N.A. 4 148 584 7.28 5895 1710 1200 N.A. 1472 1597 4 2500 N.A. N.A. N.A. 4 169 799 8.32 6835 1970 1200 N.A. 1472 1799 4 2500 N.A. N.A. N.A. 4 117/870 440 6.19 6730 1420 1160 1420 1420 N.A. 4 2335 2767 2840 N.A. 4 1410 644 7.33 8030 1710 1160 1592 1615 1710 4 2335 2767 2870 3302 4 PWI-70 1610 873 8.42 9200 1970 1160 1592 1615 1970 4 2335 2767 2870 3302 4 18 1141 9.53 10,355 2239 1160 1808 1615 2239 6 2335 3199 2870 3734 8 20 1447 10.63 11,495 2506 1160 1808 1615 2263 6 2335 3199 2870 3734 8 11'/8 659 6.18 10,315 1420 1280 N.A. 1389 N.A. 4 2760 N.A. N.A. N.A. 4 PWI-93 14. 961 7.28 12,305 1710 1280 N.A. 1490 1614 4 3020 N.A. N.A. N.A. 4 16 1301 8.32 14,095 1970 1280 N.A. 1490 1817 4 3020 N.A. N.A. N.A. 4 9'/2 261 5.57 5155 1675 1390 1675 1675 N.A. 4 2780 N.A. 3350 N.A. 4 11'/8 442 6.92 6675 1925 1390 1890 1885 1925 4 2780 3280 3395 3850 4 14 648 8.17 7960 2125 1390 1890 1885 2125 4 2780 3280 3395 3895 4 PWI-77 16 881 9.35 9120 2330 1390 1890 1885 2330 4 2780 3280 3395 3895 4 18 1152 10.55 10,265 2535 1390 2140 1885 2535 6 2780 3780 3395 4395 8 20 1463 11.76 11,395 2740 1390 2140 1885 2635 6 2780 3780 3395 4395 8 91/2 392 5.57 7915 1675 1400 1675 1675 N.A. 4 3350 N.A. 3350 N.A. 4 117/810 661 6.92 10,255 1925 1400 1900 1900 1925 4 3355 3850 3850 N.A. 4 1410 965 8.17 12,235 2125 1400 1900 1900 2125 4 3355 3855 3970 4250 4 1670 1306 9.35 14,020 2330 1400 1900 1900 2330 4 3355 3855 3970 4470 4 PWI-90 18 1703 10.55 15,780 2535 1400 2150 1900 2535 6 3355 4355 3970 4970 8 20 2155 11.76 17,520 2740 1400 2150 1900 2650 6 3355 4355 3970 4970 8 22 2664 12.97 19,245 2935 N.A. 2400 N.A. 2900 1 8 N.A. 4605 N.A. 5220 10 24 3232 14.18 20,955 30601 N.A. 2400 N.A. 2900 8 1 N.A. 4605 1 N.A. 152201 W For SI: 1 mon = zo.v mm, i w = y."o w, - -1. - .•-„„ • •- ... . - .... - 'The tabulated values are design values for normal duration of load. All values, except for EI and k, may be adjusted for other load duration as permitted by the applicable code. 2Bending stiffness (EI) of the 1 -joist. 'Coefficient of shear deflection (k). For calculating uniform load and center point load deflections of an I -joist in a simple -span application, use Equations 1 and 2. 5w1° wl2 Simple span uniformly distributed load: b = + 384E1 k Pl' 2P/ Simple span concentrated load at center of span: 6 = + 48 E1 I k U (2) ESR -1225 ' Page 5 of 9 TABLE 2—DESIGN PROPERTIES' (Continued) ' where: 6 = Deflection (inches) EI = Stiffness (moment of inertia times modulus of elasticity) (Ib -ins) ' k Shear deflection coefficient (lbs) I = Effective span (inches) P = Concentrated load (lb) w = Uniform load (pounds per lineal inch) 'Moment capacity (M) shall not be increased by any code allowed repetitive member use factor. 5Shear capacity M of the 1 -joist. 'End reaction capacity (ER) of the 1 -joist, for 1'/2" and 3% bearing lengths, with web stiffeners (WS) and without web stiffeners (No WS). 'Intermediate reaction capacity (IR) of the I -joist, for 3'/2" and 5'/," bearing lengths, with web stiffeners (WS) and without web stiffeners (No WS). 'Refer to Figure 1 for minimum nail dimensions. ' 9DesignpropertiesmeettherequirementsofthePRl-400PeAormanceSfandarddrAforAPA -Joists-fostsfortr the correspondingorreondi gjoistaeriesa d "Design properties exceed the requirements of the PRI -400 Performance Standard for APA EWS 1 -Joists for the corresponding joist series and depth. Page 6 of 9 _ ESR -1225 TABLE 3—ALLOWABLE RESIDENTIAL FLOOR JOIST SPANS1.1•3.4 JOIST SERIES JOIST DEPTH 12" o.c. SIMPLE SPAN 16" o.c. 19.2" o.c. 24" o.c. 12" o.c. CONTINUOUS SPAN (two or more spans) 16" o.c. 19.2" o.c. 24" o.c. 131/2 16'-7" 15'-2" 14'-4" 13'-5" 18'-1" 16'-6" 15'-7" 13'-5' PWI-20 11'/8 19'-10" 18'-2" 17'-2" 16'-0" 21'-8" 19'-7" 16'-9" 13'-5" g'/2 17,_1„ 15,_8„ 14,_9„ 13'-10" 18,_7, 17,_0„ 16,_1„ 15,_0„ PWI-30 11% 20'- 5" 18' - 8" 17' - 8" 16'-6" 22'- 3" 20'-4" 18' -10" 15' - 0" 9'/4 17'-7" 16'-1" 15'-2" 14,_2„ 19'-2" 17'-6" 16,_1„ 14,_4" 91/2 18'-0" 16'-5" 15'-6" 14'-6" 19'-7" 17'-11" 16'-4" 14'-7" PW I-40 11'/8 21'-5" 19'- 7" 18' - 6" 16'- 8" 23'- 4" 20' - 5" 18' - 7" 16'- 7" 14 24'- 4" 22'- 2" 20' - 6" 18, - 4" 25' - 11" 22' - 5" 20'-5" 18' - 3" 16 26'- 11" 24'- 3" 22' - 1" 191-9.1 27'- 11" 24'-2" 22'- 0" 19'-8" 91/2 17'- 10" 16'-3" 15'-4" 14' - 4" 1,9'-5" 17' - 8" 16' - 8" 15' - 7" 11'/8 21'- 4" 191- 6" 18'- 4" 17' - 2" 23'- 2" 21'- 2" 20'- 0" 16, - 1" PWI-50 14 24' - 3" 22' - 2" 20' - 11" 19' - 6" 26' - 6" 24' - 2" 20' - 2" 16' - 1" 16 27'- 0" 24'-B" 23'- 3" 20'- 2" 29'- 5" 24'- 3" 20'- 2" 16'- 1" 9'/4 18,-7" 17'-0" 16,-0" 14,-11" 20'-3" 18'-5" 17'-5" 16'-2" 9'/2 18'-11" 17'-4" 16'-4" 15'-3" 20'-8" 18'-10" 17'-9" 16'-6" PWI-60 111/8 22'- 7" 20'- 8" 191-61, 18' - 2" 24'- 8" 22'-6" 21'-2" 19' - 7• 14 25'- 9" 23'-5- 22' - 2" 20' - 7" 28'-0" 25'- 7" 24' -1" 19, - 9" 16 28'- 6" 26'-0" 24' - 6" 22'- 10" 31'- 1" 28' - 4" 24'-9" 19' - 9„ 11'/8 23'- 4" 21'- 3" 20' - 1" 18'- 8" 25' - 5" 23'- 2" 21'- 10" 18' - 6" PWI-70 14 26'- 61, 24' - 2" 22'-9" 21'-2" 28'_ 10" 26' - 3" 23' - 2" 18'-6 16 29'_ 3" 26'- 8" 25'-2" 23'- 1" 31'- 11" 27, - 10" 23'-2" 18' 6" 11'/8 26'- 4" 23'- 11" 22' - 6" 20' - 11" 28'- 8" 26'- 0" 24'- 6" 21'- 10" PWI-93 14 29'- 10" 27'- 2" 25' - 7" 23'- 9" 32'- 6" 29'- 6" 27'- 10" 23'- 11" 16 33'- 0" 30'- 0" 28'- 3" 25'-5" 361-01, 32'- 8" 30'- 0" 23'- 11" 9'/2 19'-8" 17'-11" 16'-11" 15'-9" 21,_5, 19'-6" 18,_4" 17,-1" 11'/8 23'- 4" 21'- 4" 20'- 1" 18'-9" 25'-5" 23'-2 21'- 10" 20 -4 PWI-77 14 26' - 6" 24' - 2" 22'- 10" 21'- 3" 28'- 11" 26'- 4" 24, - 10" 22'- 0" 16 29'- 4" 26'- 9" 25'- 3" 23'- 6" 32'- 0" 29' - 2" 27'_ 6" 22'- 0" PW I-90 9'/2 11'/8 14 22'- 2" 26'- 4" 29'- 10" 20'- 2" 23'_ 11" 27'- 2" 1 191-0.1 22'-7" 25' - 7" 17' - 8" 21'- 0" 23' - 9" 24'_ 1" 28'-8" 32'- 7" 21'- 11" 26'- 1" 29'-7" 20'-7" 24' - 6" 27, - 10" 19'-2" 22'- 9" 25'- 10" 16 33' - 0" 30'- 1" 28' - 4" 26'- 4" 36' - 0" 32' - 9" 30'- 10" 26'- 7" For SI: 1 inch = ZbA mm. 'Allowable clear spans with 10 psf dead load and 40 psf live load. Live load deflection is limited to U480, where L is the span. 2Spans are based on a composite floorwith glued and nailed sheathing meeting the requirements for APA Rated Sheathing orAPA Rated STRUD- I-FLOOR conforming to PRP -108, PS 1, or PS 2 with a minimum thickness of 19/32 inch (40/20 or 20 oc) for a joist spacing of 19.2 inches or less, or 27/32 inch (48/24 or 24 oc) for a joist spacing of 24 inches. Adhesive shall meet APA Specification AFG-01 or ASTM D 3498. Spans shall be reduced 12 inches when the floor sheathing is nailed only. 3The minimum bearing length shall be 13/4 inches at end supports and 3'/2 inches at intermediate supports. 4Web stiffeners are not required at supports when the joists are used with the spans and spacings given in this table, except as may be required by joist hanger manufacturers. ESR -1225 ' Page 7 of 9 TABLE 4—DUCT HOLES'�3.4 --MCOi IKIo nr THF binl F For SI: 1 inch = 25.4 mm. Footnotes to Table 4 are the same as in Table 5. Page 8 of 9 ESR -1225 D Minimum 2x diameter D ( SEE TABLE) of largest hole I ( SEE TABLE) I ----. Q Round holes up to 1%" in diameter may be Duct Hole cut anywhere in the web. Provide at least (full height) 3" of horizontal clearance from other holes. FIGURE 2—HOLES ESR -1225 Page 9 of 9 TABLE 5— ROUND AND RECTANGULAR HOLES'•'•° For SI: 1 inch = 25.4 mm. 'Table values apply to joists sized by means of Table 3. 2Web holes may be located anywhere between the joist flanges. Leave at least ma inch clearance between the edges of holes and the flanges. ' 'Holes larger than 1'/2 inches in diameter shall not be cut in cantilevers. 'The horizontal clearance between the edges of adjacent holes shall be at least twice the diameter (or longest side) of the larger hole. Exception: A 1% inch diameter hole may be drilled anywhere in the web provided at least 3 inches of horizontal clearance from adjacent holes of any size ' is provided. MINIMUM DISTANCED' FROM ANY SUPPORT TO THE CENTEKLINt Ur i nt nULM Round Hole Diameter 2" 3" 4" 5" 6" 1 6'1;' 8518'' 10" 10'14' 12" 12'14" 143u, 1631," Rectangular Hole Side 1%" 21l4' 3" 33/41' 41/2' 4112" 61l4' 7112" 8" 9" 9'l�' 11 121/2" 91/4" Joist CL fO12 8 ft. 1 _0.. 1, 7" 2' _ 1,. 2'- 8" T- 2" — — -- — -- — — — ft. 1' - 7" 2'-5" 3' _ 2" 4' -0 4'- 10" -- -- --- -- -- -- -- 16 ft. 2'-1" 3-2" 4'_3" 5'-4" 6'-5 -- — – – -- -- Z^ Joist co rn 8ft. 1'-0" 1'-6" 2'-1" 2'-7" T-1" T-3" -- -- — — — — — 12 ft. 1,-6" 2,-4" T-1" T-11" 4'-8" 4'-11" — — — – — — --- 16 ft. 2'-1„ 3,_1" 4,_2" 5,_3" 6'-3" 1 6'-6" – – – – — – – 11�/" Joist c ) 8 ft. 1' 0" 1' 1" 1' 7" j 2' - 0" 2'-5" 1 2' - 6" 3' - 7" -- — – – -- — 12 ft. 1'-0" 1'-8" 2'-4" T-0" 3'-8" T-10" 5'-4" -- -- – – – -- _2' 16 ft. 1'-5" 2'-3" T-2" 4'-0" 4'-10" 5'-1" T-2-- 20ft. 1'-9" 2' 10" S-11" 5'-0" 6'-1" 6'-4" 8'-11" -- -- — – -- 20 ft. 14" Joist m 12 ft. 1,_0„ 1'-1" 1'-5" 2'-0" 2•-7„ 2'_9" 4'-2" T-0" 5'-6" — — -- — 16 ft. 1'-0" 1'-1" 1'-10" 2'-8" T-6" T-8" 5'-7" 6'-9" T-4" -- — -- — 20 ft. V-0- V-4- 2 _4" 3' 4" 4'- 4" 4--7-- 7' - 0" 8'- 5" 9' - 2" — — — — 24 ft. 1'-0" 1'-7" 2'-10" 4'-0' 5'-3" 5'-7" 8'-5" 10'-1" 11--0-- 1'-0"12ft. 16" Joist c m Ca 12 ft. 1'-0" 1' 1" 1'-2" 1'-2" 1'-4" 1'-6" T-11" 3'-9" 4'-3" 5'-0" 5'-6" --- -- 16 ft. 1'-0" 1'-1" 1'-2" 1'-2" 1'-10" 2'-0" T-11" 5'-1" 5-8" 6'-8" 7'-4" -- - 20 ft. 1'-0" 1'-1" 1'-2" 1'-3" 2'-3" 2'-6" 4'-11" 6'-4" 7'-1" 8'-5" 9'- — — 24 ft. 1'-0" 1'-1" 1'-2" 1'-6" 2'-9" 3'-0" 5'-11" 7'-7" 8' 6" 10 _1 11 _0 --- — 28 ft.1'-1" 1'-2" 1'-9" T-2" T-7" 6'-11" 8'-11" 10'-0" 111_9,• 12'-10" --- — 12 ft. 1'-0" 1'-1" 1'-2" 1,_2, 1'-3" 1'-3" 1'-7" 2'-5" 2'-11" 3'-8" 4'-2"16 18" Joist c— M n ft. 1'-0" 1'-1" 1'-2" 1'-2" 1'-3" 1'-3" 2'-1" 3'-3" T-10" 4'-11" 5'-7" 7'-3" — 20 ft. 1'-0" 1'-1" 1'-2" 1'-2" 1'-3" 1'-3" 2'-7" 4'-1" 4'-10" 6'-2" 6'-11" 1'-2" 1'-2" 1'-3" 1'-3" T-2" 4'-11" 5-10" T-5" 8'-4" 10'-10" – 28 ft. 1'_0" 1'-1" 1'-2" 1'-2 1'-3" 1'-3" 3'-8" 5'-8" 6'-10" 8'-8" 9'-9" 12'-8" – 20" JoistCL c m U) 16 ft. 1'-0" 1' 1" 1'-2" 1'-2" 1'-3" 1'-3" 1'-4" 1'-9" 2'-5" 3'-5" 4'-0" 5'-8" T_4'• 20 ft. 1'-0" 1'-1" 1'-2" 1'-2" 1'-3" 1'_3" 1'_4" 2'-3" 3'_0" 4'-3" 5•-1" T-1"9--2- 24 ft. 1'-0" 1'-1" 1'-2" 1'-2" 1'-3" 1'-3" 1'-4" 2'-8" 3' 8" 5' 2" 6'-1" 8'-6" 11'- 28 ft. 1'-0" 1'-1" 1'-2" 1'-2" 1'-3" 1'-3" 1'-4" 3'-2" 4'-3" 6'-0" 7'-1" 9'-11" 12'-10" 32 ft. 1,_0„ 1'-1" 1'-2" 1,-2" 1'-3" 1'_3" 1'_5" 3'_7" 4'-10" 6'-11" 8'-1" 11'-5" 14•_8,• 22.. Joist c M n 16 ft. 1'-0" 1'-1" 1'-2" 1'-2" 1'-3" 1'-3" 2'-6" T-3" 3'-8" 4'-5" 4'-10" 5"-11" 7'-0" 20 ft. 1'-0" 1'-1" 1'-2" 1'-2" 1'-4" 1'-6" T-2" 4'-1" 4'-8" 5'_6" 6'_0" T-5" 8'.101, 24 ft. 1'-0" 1'-1" 1'-2" 1'-2" 1'-7" 1'-10" 3'-10" 4'-11" 5' 7" 6'-7" 7'-3" 8"-11" 10'- 28 ft. 1'-0„ 1'-1" 1'-2" 1'-2" 1'-11" 2'-2" 4'-5" 5'-9" 6'-6" 7'-9" 8'-6" 10'_5, 12'_4„ 32 ft. 1'_0" 1'-1" 1'-2" 1'-2" 2'-2" 2'-5" 5'-1" 6'-7" T-5" 8'- 10 9'-8" 11 _11„ 14 _1„ 24" c 1° 16 ft. 1'-0" 1'-1" 1'-2" 1'-2" 1'-3" 1'-3" 1'-9" 2'-6" 2'_11" 3'-7" 4'-0" 5'-1" 6' 1" —F0 —ft 1'-0" 1'-2" 1'-3" 1'-3" 2'-3" 3'_2" 3'_8" 4'-6" 5'_0" 6,_4" T-8" ±2 24 ft. 1' - 0" 1' 1" 1' - 2" 1' - 2" 1' - 3" 1' - 3" 2' - 8" 3' - 10" 4' - 5" 5' - 5" 6' - 0" 7' - 7" 9' 2' Joist a Cl) 28 ft. 1' 0" 1'-1" 1'-2" 1'-2" 1'-3" 1'-3" 3' 2" 4'-5" 5'-2" 6' 4" 7'-0" 8'-10" 10 _9 32 ft. 1'-0" 1' 1" 1'-2" 1 1'-2" 1'-3" 1'-3" 1 T-7" 5'-1" 5'-11" 7'-3" 8'-0" 10'.2" For SI: 1 inch = 25.4 mm. 'Table values apply to joists sized by means of Table 3. 2Web holes may be located anywhere between the joist flanges. Leave at least ma inch clearance between the edges of holes and the flanges. ' 'Holes larger than 1'/2 inches in diameter shall not be cut in cantilevers. 'The horizontal clearance between the edges of adjacent holes shall be at least twice the diameter (or longest side) of the larger hole. Exception: A 1% inch diameter hole may be drilled anywhere in the web provided at least 3 inches of horizontal clearance from adjacent holes of any size ' is provided. - .. i ' � .. .. , y J A r � ` r � r ' C . 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 J 1 00 Job number >> 0,4--,15.9 � DATE 3/24/05 5f�f OS Structural Calculations for Giesler Residence O Colter way JUL 19 2005 Magalia, Ca. Gary Hawkins Architect 1370 Ridgewood Dr. Ste 10 Chico, Ca. 95973 (530) 892-2700 (530) 893-0532 Fax HAHrC��I ti n �k o. C18693 RE41�2- 9� CF CA��F�� 0,51009 V BU"i TF- COUNTY BUILDING 0QIVK3-;ON APPS 94EaU Z CALCDATA 11/13/97 ----------------------------------------------------------•-------------- Rev 4-20-94 Calculation data ------------------------------------------------------------------------ Description >> ------------------------------------------------------------------------ Jurisdiction Butte County ' Code referenced 1997 UBC 2001 CBC Wind loading Basic wind speed 75 MPH Exposure B Seismic loading Seismic zone 3 Gravity loading Roof live load 34 PSF ' Floor live load 40 PSF Balcony live load: 40 PSF ' Soil data Allowable bearing: 1200 PSF 1 P, ".Alt -A- -7,00 - -?- T" 1?7 7p S. 1 t 1 1 1 1 1 1 1 1 1 1 1 LOADS 7:36 PM -----------7------------------------------------------------------------ REV 8-13-92 LOAD SUMMARY MODULE 3/24/05 DESCRIPTION >> 34.00 PSF TL 48.00 PSF ASSEMBLY >roof >roof SLOPE > 12.00IN 12 > 45.00 DEGREES NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. 12 Comp shingles 3.00 3.00 22 1/2" PLYWOOD 1.50 1.50 51 2 X 12 - 24" 2.20 2.20 60 INSULATION R38 2.20 2.20 64 MISC. 2.00 2.00 84 5/8" GYPSUM BD 2.80 2.80 ------------------------------------------------------------------------ DL 13.70 USE: 14.00 PSF LL 34.00 PSF TL 48.00 PSF ASSEMBLY >roof SLOPE > 12 IN 12 > 45.00 DEGREES NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. 12 Comp shingles 3.00 3.00 22 1/2" PLYWOOD 1.50 1.50 39 2 X 6 - 24" 1.10 1.10 38 2 X 6 - 16" 1.70 1.70 60 INSULATION R38 2.20 2.20 64 MISC. 2.00 2.00 83 1/2" GYPSUM BD .2.50 2.50 ------------------------------------------------------------------------ DL 14.00 USE: 14.00 PSF LL 34.00 PSF ------------------------------------------------------------------------ TL 48.00 PSF 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 C2 LOADS DL 7.:37 PM ------------------------------------------------------------------------ REV 8-13-92 LOAD SUMMARY MODULE 3/24/05 ------------------------------------------------------------------------ DESCRIPTION >> 40.00 PSF ------------------------------------------------------------------------ TL 53.00 PSF ------------------------------------------------------------------------ ASSEMBLY >floor SLOPE > IN 12 > DEGREES NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. 77 CARPET/PAD 1.00 1.00 24 3/4" PLYWOOD 2.30 2.30 50 2 X 12 - 16" 3.30 3.30 58 INSULATION R19 1.10 1.10 64 MISC. 2.00 2.00 84 5/8" GYPSUM BD 2.80 2.80 ------------------------------------------------------------------------ DL 12.50 USE: 13.00 PSF LL 40.00 PSF ------------------------------------------------------------------------ TL 53.00 PSF ASSEMBLY >wall SLOPE > IN 12 > DEGREES NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. 81 WOOD SIDING 3.00 3.00 21 3/8" PLYWOOD 1.10 1.10 34 2 X 4 - 16" 1.10 1.10 57 INSULATION R13 .70 .70 64 MISC. 2.00 2.00 83 1/2" GYPSUM BD 2.50 2.50 ------------------------------------------------------------------------ DL 10.40 USE: 11.00 PSF LL PSF ------------------------------------------------------------------------ TL 11.00 PSF �1- ' MAXSPAN2 7:39 PM ' Rev -9_28_93----------- wood -joists -_-span -capacity ---------------- 3/24/05 Description >>TYPICAL ROOF RAFTER - -----------LOADING DATA ----------- ------------GENERAL DATA------------ Dead load > .006 ksf Load duration factor > 1.150 Live load > .034 ksf Joist spacing > 24.000 inches Total load > .040- ks-f Repetitive (Y/N)?> Y Tributary load > .08.0 kl.f ----------------------------------- Concentrated load> .000 kips ' Eq uniform load > -_000klf ------------------- -- - SECTION PROPERTIES --------------------------- Member thickness > 1.500 inches Member width > 5.500 inches Section modulus > 7.563 in -3 Area > 8.250 in -2 ' Moment of inertia > 20.797 -------------------------- LUMBER DESIGN in^4 VALUES-------------------------- Base values Species Grade Fb Ft Fv Fc1 FcJ E DFL NO2 875 575 95 625 1300 1600000 ' Size factor Cf > 1.300 (APPLY TO Fb) Size factor Cf > 1.300 (APPLY TO Ft) Size factor Cf Repetitive member factor Cr > 1.100 (APPLY TO > 1.150 Fcl) Adjusted values Species Grade Fb Ft Fv Fc' FcJJ E ' DFL NO2---------1504 748 109 625 1430 1600000 ------ ----MAXIMUM SPANS ------------------------------ Max. span as limited by: Bending > 9.737 feet ' Shear > 15.022 feet Total load deflection (L/240) > 9.741 feet ' 6TL > .487 inches Live load deflection (L/360) > 8.980 feet 6LL > .299 inches -------------------------CONCENTRATED LOAD CHECK ------------------------ 1 Check uniform DL additive with concentrated load? > Y Max span as limited by concentrated loading > .000 feet Check stresses due to concentrated loading.... V uniform DL > .000 kips 1 V concentrated load > .000 kips V cap of joist > .601 kips <ok> 0 of allowable > .000 M uniform DL > .000 ft -kips M max with load at midspan > .000 ft -kips M cap of joist > .948 ft -kips <ok> o of allowable > .000 ' --- Deflection --- Uniform DL deflection > .000 inches ' Concentrated load deflection Total load deflection > .000 > .000 inches in. L/ 0 I ' MAXSPAN2 7:38 PM 11 Rev 9-28-93 Wood joists - -------------------------------------------------------- span capacity 3/24/05 Description >>TYPICAL ROOF RAFTER - -----------LOADING DATA ----------- ------------GENERAL DATA------------ Dead load > .014 ksf Load duration factor > 1.150 Live load > .034 ksf Joist spacing > 24.000 inches Total load > .048 ksf Repetitive (Y/N)?> Y Tributary load. > .096 klf ----------------------------------- Concentrated load> .000 kips ' Eq uniform load > .000 klf ---------------------------SECTION PROPERTIES --------------------------- Member thickness > 1.500. inches Member width > 11.250 inches ' Section modulus > 31.641 in^3 Area > 16.875 in^2 Momentof-inertia > 177.979 -------------------------- -------------LUMBER DESIGN in"4 VALUES -------------------------- Base values Species Grade Fb Ft Fv Fcl Fc11 E DFL NO2 875 575 95 625 1300 1600000 Size factor Cf > 1.000 (APPLY TO Fb) Size factor Cf > 1.000 (APPLY TO Ft) Size factor Cf > 1.000 (APPLY TO Fc1) Repetitive member factor Cr > 1.150 Adjusted values Species Grade Fb Ft Fv Fc1- Fc -U E i DFL NO21157 575 109 625 1300 1600000 ----------------------------- ----- --------- ----MAXIMUM SPANS ------------------------------ max. span as limited by: Bending > 15.946 feet ' Shear > 25.605 feet Total load deflection (L/240) > 18.750 feet ' 6TL > .937 inches Live load deflection (L/360) > 18.369 feet 6LL > .612 inches -------------------------CONCENTRATED LOAD CHECK------------------------ ' Check uniform DL additive with concentrated load? > Y Max span as limited by concentrated loading > .000 feet Check stresses due to concentrated loading.... V uniform DL > .000 kips V concentrated load > .000 kips V cap of joist > 1.229 kips <ok> a of allowable > .000 M uniform DL > .000 ft -kips M max with load at midspan > .000 ft -kips M cap of joist > 3.051 ft -kips <ok> of allowable > .000 --Deflection--- Uniform DL deflection > .000 inches Concentrated load deflection Total load deflection > .000 inches in. L/ > .000 0 11 L 11 M MAXSPAN2 > 17.331 feet 6:38 AM ---------------------------------------------------------------I--------- Rev 9-28-93 ------------------------------------------------------------------------ Wood joists - span capacity 3/28/05 Description >>typ floor joist 6TL > 1.038 inches Live load deflection (L/360) > 19.918 ------------LOADING DATA ----------- ------------GENERAL DATA ------------ Dead load > .013 ksf Load duration factor > 1.000 Live load > .040 ksf Joist spacing > 16.000 inches Total load > .053 ks-f Repetitive (Y/N)?> Y Tributary load. >071 kl.f , .000 kips -------------------------------- Concentrated load> .000 --- kips kips <ok> % of allowable Eq uniform load >000klf M uniform DL > --------------------------- SECTION bROPERTIES --------------------------- > Member thickness ft -kips > 1.500 inches 2.653 Member width 0 of allowable > 11.250 inches Section modulus > 31.641 in -3 Uniform DL deflection Area .000 > 16.875 in -2 > Moment of inertia inches > 177.979 in -4 .000 --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb DFL NO2 875 Size factor Cf Size factor Cf Size factor Cf Repetitive member factor Cr Adjusted values Ft Fv 575 95 > 1.000 > 1.000 > 1.000 > 1.150 Species Grade Fb Ft DFL --- 1006 575 ------------------- MAXIMUM Max. span as limited by: Fc1 FCJI E 625 1300 1600000 (APPLY TO Fb) (APPLY TO Ft) (APPLY TO Fc iL) Fv FC1- FCJI E 95 625 1300 1600000 SPANS------------------------------ Bending > 17.331 feet Shear > 30.248 feet Total load deflection (L/240) > 20.766 feet 6TL > 1.038 inches Live load deflection (L/360) > 19.918 feet 6LL > .663 inches -------------------------CONCENTRATED LOAD CHECK ------------------------ Check uniform DL additive with concentrated load? > Y Max span as limited by concentrated loading > .000 feet Check stresses due to concentrated loading.... V uniform DL > .000 kips V concentrated load > .000 kips V cap of joist > 1.069 kips <ok> % of allowable > .000 M uniform DL > .000 ft -kips M max with load at midspan > .000 ft -kips M cap of joist > 2.653 ft -kips <ok> 0 of allowable > .000 ---Deflection--- Uniform DL deflection > .000 inches Concentrated load deflection > .000 inches Total load deflection > .000 in. L/ 0 1 ',��s�1J t m J'r'ev lb �K. Z4- F 'Ic 1z, 11 \0 SSBM_6 5:50 AM ------------------------------------------------------------------------ Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM LOAD 3/28/05 ------------------------------------------------------------------------ Description >> rb-1 ---------------------------------GENERAL----------------------------- Span (L) > 22.500 feet Repetetive ? > N Reduce shear for bm depth > Y Laterally supported (Y/N) > Y. lu > .000 feet le > .000 feet Slenderness factor Cs > .000 Ck > 22.210 --------------------------------ACTIONS--------------------------------- Uniform dead load > .098 kips/ft 29 a TL Uniform live load > .238 kips/ft 71 o TL Uniform total load > .336 kips/ft End reactions ........................... DL > 1.103 kips LL > 2.678 kips .TL > 3.780 kips Design loads .....................:...... Total load moment (M) > 21.263 ft -kips Total load shear (V) > 3.780 kips --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv Fcl F'cJ E DFGL 24F -V4 2400 1150 165 650 1650 1800000 Size factor Cf > .976 Apply to Fb Size factor Cf > '1.000 Apply to Ft Size factor Cf > 1.000 Apply to Fcl Repetitive member factor Cr > 1.000 Load duration factor Cd > 1.000 Adjustment for lateral support > 1.000 Adjusted values Species Grade Fb Ft Fv Fc1 FcJJ E DFGL 24F -V4 2341 1150 165 650 1650 1800000 --------------------------------BEAM DATA ------------------------------- Member width > 5'.125 inches Member depth > 15.000 inches Required Actual Comment S (.in"3) > 108.981 192.188 <ok> A (in -2) > 30.545 76.875 <ok> I (in -4) > 1441.406 ------------------------------DEFLECTIONS------------------------------- Total load deflection > .747 inches L/ 362 <OK> Live load deflection > .529 inches L/ 510 <OK> Dead load deflection > .218 inches Minimum camber (glu-lams) > .327 inches <1.5*DL deflection> Standard 20001R camber > .380 inches --------------------------CHECK MIN. BRG. AREA -------------------------- Minimum area > 5.815 in -2 Minimum length > 1.135 inches Assuming full width bearing 11 PT_FTG2 1:13 PM ---------------------------------------------------------7-------------- Rev 9-30-93 Point footing 3/28/05 Description >>f -1 -------------Load data ------------- --------------Soil data ------------- P > 3.780 kips Soil brg capacity> 1.200 ksf Uniform load > .000 kips/ft Live load > 70.000 -------------- Concrete .-----------------------Reinf.orc.ing ste.e.l--------- F'c > 2.500 ksi Fy > 40.000 ksi m > 18.824 900 ---------------------------Footing data ------------------------------ Footing size > 2.000 feet Footing thickness (t) > 12.000 inches <ok> Distance to reinf. (d) > 8.000 inches Footing weight > .600 kips Total P axial > 4.380 kips Total bearing pressure > 1.095 ksf <ok> Net bearing pressure > .945 ksf Factored bearing pressure > 1.521 ksf (1.7*LL+1.4*DL) ----------------------------Footing stresses ---------------------------- Diagonal tension - factored loads - one way action <ok> Vu=(P net)*(effective area) > 2.029 kips Vn=Vc=2(F'c)-.5*bw*d > 19.200 kips 0 Vn > 17.280 kips Diagonal tension - factored: loads - two way action <ok> Vu=(P net)*(effective area) > 5.410 kips Vn=Vc=4(Flc)".5*bo*d > 51.200 kips 0 Vn > 46.080 kips -------------------------Footing reinforcement -------------------------- Mu=(P net)*bl-2/2 > .761 ft-kips/ft Required Rn=(Mu/(P)bd"2 > 13.207 psi Required p (bending moment) > .0003 Required As (bending moment) > .032. in-2/ft = .064 in -2 Min. required p UBC 2610(f) > .0004 330-o increase applied Min. required As UBC 2610(f) > .042 in'-'2/ft = .085 in -2 Minimum reinforcement as governed by: ---Minimum reinforcement -- 1 No. 4 bars e.w. 1 No. 5 bars e.w. 1 No. 6 bars. e.w. 1 No. 7 bars e.w. 1 1 � i (r, E5 CG On C:� un `, Q C\ R. [ x"Ll F L 1 kl�? SSBM_6 5:59 AM ------------------------------------------------------------------------ Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM LOAD 3/28/05 Description >> rb-2 ---------------------------------GENERAL-------------------------------- Span (L) > 15.000 feet Repetetive ? > N Reduce shear for bm depth > Y Laterally supported (Y/N) > Y lu > .000 feet le > .000 feet Slenderness factor Cs > .000 Ck > 22.210 --------------------------------ACTIONS--------------------------------- Uniform dead load > .098 kips/ft 29 o TL Uniform live load > .238 kips/ft 71 Is TL Uniform total load > .336 kips/ft End reactions ........................... DL > .735. kips LL > 1.785 kips TL > 2.520 kips Design loads ............................ Total load moment (M) > 9.450 ft -kips Total load shear (V) > 2.520 kips --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv Fc' FcJJ E DFGL 24F -V4 2400 1150 165 650 1650 1800000 Size factor Cf > 1.000 Apply to Fb Size factor Cf > 1.000 Apply to Ft Size factor Cf > 1.000 Apply to Fc1 Repetitive member factor Cr > 1.000 Load duration factor Cd > 1.000 « Adjustment for lateral support > 1.000 Adjusted values Species Grade Fb Ft Fv Fc1 FcJJ E DFGL 24F -V4 2400 1150 165 650 1650 i800000 --- -------------------------BEAM DATA ------------------------------- Member width > 5.125 inches Member depth > 10.500 inches Required Actual Comment S (in"3) > 47.250 94.172 <ok> A (in -2) > 20.236 53.813 <ok> I (in -4) > 494.402 ------------------------------DEFLECTIONS------------------------------- Total load deflection > .430 inches L/ 419 <OK> Live load deflection > .305 inches L/ 591 <OK> Dead load deflection > .125 inches Minimum camber (glu-lams) > .188 inches <1.5*DL deflection> Standard 20001R camber > .169 inches --------------------------CHECK MIN. BRG. AREA -------------------------- Minimum area > 3.877 in"2 Minimum length > .756 inches Assuming full width bearing U13 d (sN 't 6 1 a A- 7 v y t- €.0 - 1 t= - -5 e r2,7�� ir- (499 I 4--4, PZL 69,V, 10 op— t-- I� lu 'C,� 1 SSBM_6 9:54 AM 1 Rev 9-13-93 SIMPLE ----------- ______---- Description >> rb-3 SPAN BEAM - UNIFORM LOAD 3/28/05 ---------------------------------GENER.AL-------------------------------- 1 Span (L) > 21.000 feet Repetetive ? > N 1 Reduce shear for bm depth > Laterally supported (Y/N) > lu > Y Y .000 feet le > .000 feet Slenderness factor Cs > Ck > .000 22.210 --------------------------------ACTIONS--------------------------------- Uniform dead load > .161 kips/ft 29 o TL Uniform live load > .391 kips/ft 71 o TL Uniform total load > .552 kips/ft End reactions ........................... DL > LL > 1.691 4.106- kips. kips TL > 5.796 kips Design loads ............................ Total load moment (M) > 30.429 ft -kips ' Total load shear (V) > 5.796 kips --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv Fcl F-cJJ E DFGL 24F -V4 2400 1150 165 650 1650 1800000 1 Size factor Cf Size factor Cf' Size factor Cf > .965 Apply to Fb > 1.000 Apply to Ft > 1.000 Apply to Fcl Repetitive member factor Cr > 1.000 Load duration factor Cd > 1.000 Adjustment for lateral support > 1.000 Adjusted values Species Grade Fb DFGL 24F -V4 2317 Ft 1150 Fv Fc1 FcJJ E 165 650 1650 1800000 --------------- - ---------------- BEAM DATA ------------------------------- Member width > Member depth > 5.125 16.500 inches inches Required Actual Comment S (in"3) > 157.625 232.547 <ok> A (in -2) > 45.791 I (in -4) > 84.563 1918.512 <ok> ------------------------------DEFLECTIONS------------------------------- Total load deflection > Live load deflection > .699 .495 inches L/ 360 <OK> inches L/ 509 <OK> Dead load deflection > .204 inches Minimum camber (glu-lams) > .306 inches <1.5*DL deflection> Standard 20001R camber > .331 inches --------------------------CHECK MIN. BRG. AREA -------------------------- Minimum area > 8.917 in"2 ' Minimum length > 1.740 inches Assuming full width bearing 1 LF �II FSI �I PT_FTG2 1:34 PM -------------------------7---------------------------------------------- Rev 9-30-93 Point footing 3/28/05 Description >>f -2 -------------Load data------------- --------------- Soil data ------------- P > 2.900 kips Soil brg capacity> 1.200 ksf Uniform load > .0.00 kips/ft Live load o > 70.000 --------------Concrete-----------------------Reinf.o.r.c.ing st.ee.l--------- F'c > 2.500 ksi Fy > 40.000 ksi m > 18.824 0 >.900 ------------------------------ Footing data ------------------------------ Footing size > 1.670 feet Footing thickness (t) > 12.000 inches <ok> Distance to reinf. (d) > 8.000 inches Footing weight > .418 kips Total P axial > 3.318 kips Total bearing pressure > 1.190 ksf <ok> Net bearing pressure > 1.040 ksf Factored bearing pressure > 1.674 ksf (1.7*LL+1.4*DL) -------,---------------------Footing stresses ---------------------------- Diagonal tension - factored loads - one way action <ok> Vu=(P net)*(effective area) > 1.403 kips Vn=Vc=2(F'c)".5*bw*d > 16.032 kips 0 Vn > 14.429 kips Diagonal tension - factored loads - two way action <ok> Vu=(P net)*(effective area) > 3.925 kips Vn=Vc=4(F'c)-.5*bo*d > 51.200 kips 0 Vn > 46.080 kips -------------------------Footing reinforcement -------------------------- Mu=(P net)*bl"2/2 > .584 ft-kips/ft Required Rn=(Mu/o)bd"2 > 10.132 psi Required p (bending moment) > .0003 Required As (bending moment) > .024 in-2/ft = .041 in"2 Min. required p UBC 2610(f) > .0003 33% increase applied Min. required As UBC2610(f') > .032 in-2/ft = .054 in^2 Minimum reinforcement as governed by: ---Minimum reinforcement -- 1 No. 4 bars e.w. 1 No. 5 bars e.w. 1 No. 6 bars e.w. 1 No. 7 bars e.w. I t J 1 F Il PT FTG2 1:36 PM ------------------------------------------------------------------------ Rev 9-30-93 Point footing 3/28/05 Description >>f -3 -------------Load data ------------- --------------Soil data ------------- P . > 5.796 kips Soil brg capacity> 1.200 ksf Uniform load > .000 kips/ft Live load o > 70.000 -------------- Concrete .--.----------- ----------Reinf.orc.ing st.eel--------- F'c > 2.500 ksi Fy > 40.000 ksi m > 18.824 .900 ---------------------------Footing data ------------------------------- Footing size > 2.500 feet Footing thickness (t) > 12.000 inches <ok> Distance to reinf. (d) > 8.000 inches Footing weight > .938 kips Total P axial > 6.734 kips Total bearing pressure > 1.077 ksf <ok> Net bearing pressure > .927 ksf Factored bearing pressure > 1.493 ksf (1.7*LL+1.4*DL) ----------------------------Footing stresses ---------------------------- Diagonal tension - factored loads - one way action <ok> Vu=(P net)*(effective area) > 3.422 kips Vn=Vc=2(F'c)-.5*bw*d > 24.000 kips 0 Vn > 21.600 kips Diagonal tension - factored loads - two way action <ok> Vu=(P net)*(effective area) > 8.668 kips Vn=Vc=4(Flc)-.5*bo*d > 51.200 kips 0 Vn > 46.080 kips -------------------------Footing reinforcement -------------------------- Mu=(P net)*bl"2/2 >. 1.166 ft-kips/ft Required Rn=(Mu/o)bd"2 > 20.251 psi Required p (bending moment) > .0005 Required As (bending moment) > .049 in^2/ft = .122 in -2 Min. required p UBC 2610(f) > .0007 33% increase applied Min. required As UBC 2610(f) > .065 in-2/ft = .16'2 in -2 Minimum reinforcement as governed by: ' ---Minimum reinforcement -- 1 No. 4 bars e.w. 1 No. 5 bars e.w. 1 No. 6 bars e.w. 1 No. 7 bars e.w. 1 VW Alt, !-We- 1>1r2- cam. 4.0) Lp /` I oId- R. -I 4.0� r,,, , Alr 17. " d&, ig Ito EL I�ei� 14 �� I a F 11 SSBM_6 6:18 AM ------------------------------------------------------------------------ Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM LOAD 3/28/05 Description >> fb-1 ---------------------------------GENERAL-------------------------------- Span (L) > 14.500 feet Repetetive ? > N Reduce shear for bm depth > Y Laterally supported (Y/N) > Y lu > .000 feet le > .000 feet Slenderness factor Cs > .000 Ck > 22.210 --------------------------------ACTIONS--------------------------------- Uniform dead load > .340 kips/ft 34 o TL Uniform live load > .674 kips/ft 66 o TL Uniform total load > 1.014 kips/ft End reactions ........................... DL > 2.465 kips LL > 4.887 kips TL > 7.352 kips Design loads ............................ Total load moment (M) > 26.649 ft -kips Total load shear (V) > 7.352 kips --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv Fc1 FcJ E DFGL 24F -V4 2400 1150 165" 650 1650 1800000 Size factor Cf > .976 Apply to Fb Size factor Cf > 1.000 Apply to Ft Size factor Cf > 1.000 Apply to Fc1 Repetitive member factor Cr > 1.000 Load duration factor Cd > 1.000 Adjustment for lateral support > 1.000 Adjusted values Species Grade Fb Ft Fv Fcl FcJJ E DFGL----24F-V4 2341 1150 165 650 1650 1800000 --- -------------------BEAM DATA ------------------------------- Member width > 5.125 inches Member depth > 15.000 inches Required Actual Comment S (in"3) > 136.591 192.188 <ok> A (in"2) > 55.309 76.875 <ok> I (in^4) > 1441.406 ------------------------------DEFLECTIONS------------------------------- Total load deflection > .389 inches L/ 448 <OK> Live load deflection > .258 inches L/ 673 <OK> Dead load deflection > .130 inches Minimum camber (glu-lams) > .196 inches <1.5*DL deflection> Standard 20001R camber > .158 inches --------------------------CHECK MIN. BRG. AREA -------------------------- minimum area > 11.310 in"2 Minimum length > 2.207 inches Assuming full width bearing tmo l -`& tri wk �•�� �� Qiur va r,'r` � w e� -6:-- V! r , ® r \ P yd)t' A �,- :� 4, to�� fm 4,41,) ; -Ir oC& — Zi Sz- = ,L✓ • f 4- 4,,�e- (- VP I P-2 U7 g;7 z " ,ail -�- + ti + 1, f ¢".q A �,- :� 4, to�� fm 4,41,) ; -Ir oC& — Zi Sz- = ,L✓ • f 4- 4,,�e- (- VP I P-2 % - � bi,A` V100 -VA / u, r I /I T -t 7-4p G-, -22 Ono IL Tx L 07;? 4,b) IL, 72 Obk 7Mb + k.ev,� 2,4, 6LK MW PT_FTG2 1:44 PM ------------------------------------------------------------------------ Rev 9-30-93 Point footing 3/28/05 Description >>f -4 -------------Load data ------------- --------------Soil data ------------ P > 8.299 kips Soil brg capacity> 1.200 ksf Uniform load > .000 kips/ft Live load o > 70.000 -------------- Conc.re.t.e.-----------------------Reinf.orc.ing s.t.eel--------- F'c > 2.500 ksi Fy > 40.000 ksi m > 18.824 900 ---------------------------Footing data ------------------------------ Footing size > 2.820 feet Footing thickness (t) > 12.000 inches <ok> Distance to reinf. (d) > 8.000 inches. Footing weight > 1.193 kips Total P axial > 9.492 kips Total bearing pressure > 1.194 ksf <ok> Net bearing pressure > 1.044 ksf Factored bearing pressure > 1.680 ksf (1.7*LL+1.4*DL) ----------------------------Footing stresses ---------------------------- Diagonal tension - factored loads - one way action <ok> Vu=(P net)*(effective area) > 5.101 kips Vn=Vc=2(F'c)^.5*bw*d > 27.072 kips (k Vn > 24.365 kips Diagonal tension - factored loads - two way action <ok> Vu=(P net)*(effective area) > 12.615 kips Vn=Vc=4(Flc)".5*bo*d > 51.200 kips 0 Vn > 46.080 kips ------=------------------Footing reinforcement -------------------------- Mu=(P net)*bl-2/2 > 1.670 ft-kips/ft Required Rn=(Mu/o)bd"2 > 28.996 psi Required p (bending moment) > .0007 Required As (bending moment) > .070 in-2/ft = .198in"2 Min. required p UBC 2610(f) > .0010 330-o increase applied Min. required As UBC 2610(f) > .093 in"2/ft = .263 in -2 Minimum reinforcement as governed by: ' ---Minimum reinforcement -- 2 No. 4 bars e.w. 1 No. 5 bars e . w�. ' 1 No. 6 bars e.w. 1 No. 7 bars e.w. i 11 t (ocs- f- T— 1 74, { 4uB t -1C7 SSBM_6 11:04 AM ------------------------------------------------------------------------ Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM LOAD 3/28/05 Description >> fb-6 ---------------------------------GENERAL-------------------------------- Span (L) > 22.000 feet Repetetive ? > N Reduce shear for bm depth > Y Laterally supported (Y/N) > Y lu > .000 feet le > .000 feet Slenderness factor Cs > .000 Ck > 22.210 --------------------------------ACTIONS--------------------------------- Uniform dead load > .072 kips/ft 25 a TL Uniform live load > .220 kips/ft 75 o TL Uniform total load > .292 kips/ft End reactions ........................... DL > .792. kips LL > 2.420 kips TL > 3.212 kips Design loads ............................ Total load moment (M) > 17.666 ft -kips Total load shear (V) > 3.212 kips --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv Fcl FcJ E DFGL 24F -V4 2400 1150 165 650 1650 1800000 Size factor Cf > .987 Apply to Fb Size factor Cf > 1.000 Apply to Ft Size factor Cf > 1.000 Apply to Fcl Repetitive member factor Cr > 1.000 Load duration factor Cd > 1.000 << Adjustment for lateral support > 1.000 Adjusted values Species Grade Fb Ft Fv Fc -L FcJJ E DFGL 24F -V4 2369 1150 165 650 1650 1800000 --- --------------------------BEAM DATA ------------------------------- member width > 5.125 inches Member depth > 13.500 inches Required Actual Comment S (in"3) > 89.494 155.672 <ok> A (in^2) > 26.214 69.188 <ok> I (in"4) > 1050.785 ------------------------------DEFLECTIONS------------------------------- Total load deflection > ..814 inches L/ 324 <OK> Live load deflection > .613 inches L/ 431 <OK>' Dead load deflection > .201 inches Minimum camber (glu-lams) > .301 inches <1.5*DL deflection> Standard 20001R camber > .363 inches --------------------------CHECK MIN. BRG. AREA -------------------------- Minimum area > 4.942 in"2 Minimum length > .964 inches Assuming full width bearing IPT_FTG2 1:51 PM ' Minimum reinforcement as governed by: ' ---Minimum reinforcement -- 1 No. 4 bars e.w. 1 No. 5 bars e.w. ' 1 No. 6 bars e.w. 1 No. 7 bars e.w. 11 Rev -9_30_93------------------ Point -footing ------------------------------ 3/28/05 Description >>f-5 -------------Load data ------------- --------------Soil data------------ P > 6.322 kips Soil brg capacity> 1.200 ksf Uniform load > .000 kips/ft Live load o > 70.000 ' -------------- Concrete .------------- ----------Re.inf.orc.ing s.t.ee.l--------- F'c > 2.500 ksi Fy > 40.000 ksi m > 18.824 900 ---------------------------Footing data ------------------------------ Footing size > 2.500 feet Footing thickness (t) > 12.000 inches <ok> ' Distance to reinf. (d) > 8.000 inches Footing weight > .938 kips ' Total P axial > 7.260 kips Total bearing pressure > 1.162 ksf <ok> Net bearing pressure > 1.012 ksf ' Factored: bearing pressure > 1.629 ksf (1.7*LL+1.4*DL) ----------------------------Footing stresses---------------------------- Diagonal tension - factored loads - one way action <ok> Vu=(P net)*(effective area) > 3.732 kips Vn=Vc=2(F'c)".5*bw*d > 24.000 kips ' 0 Vn > 21.600 kips Diagonal tension - factored loads - two way action <ok> ' Vu=(P net)*(effective area) > 9.455 kips Vn=Vc=4(Flc)^.5*bo*d > 51.200 kips 0 Vn > 46.080 kips -------------------_------ Footing reinf'orcement -------------------------- Mu=(P net)*bl"2/2 > 1.272 ft-kips/ft ' Required Rn=(Mu/o)bd"2 > 22.089 psi Required p (bending moment) > .0006 Required As (bending moment) > .053 in-2/ft = .133 in -2 Min. required p UBC 2610(f) > .0007 33% increase applied 1 Min. required As UBC 2610(f) > .071 in"2/ft = .177 in -2 Minimum reinforcement as governed by: ' ---Minimum reinforcement -- 1 No. 4 bars e.w. 1 No. 5 bars e.w. ' 1 No. 6 bars e.w. 1 No. 7 bars e.w. 11 IL A- 1t ,�?, l O or"I File >LATDATA3 Rev 8-8-95 Wind pressures on structures Description >> ' Exposure > B Importance factor > 1.00 Basic wind speed > 75.00 mph qs > 14.50 psf 1 Roof pitch > 12.00 in 12 6 > 45.00 degrees ' * * * P R I M A R Y F R A M E S A N D S Y S T E M S Direction Ht. <0'-151> <201> <251> Assembly description Ce .62 .67 .72 Cq W A L L S Windward walls .80 .0072 .0078 .0084 ' Leeward walls .50 .0045 .0049 .0052 Total wall .0117 .0126 .0136 R 0 0 F ' Wind perpendicular to ridge Leeward or flat roof' .7,0 .0063 .0068 .0073 Windward roof ' Slope 9:12 to 12:12 .40 .0036 .0039 .0042 Roof total .0099 .0107 .0115 ' Wind parallel to ridge and flat roofs .70 .0063 .0068 .00773 * * * E L E M E N T S A N D C O M P O N E N T S W A L L ' All structures . 1.20 .0108 .0117 .0125 Enclosed structures 1.20 .0108 .0117 .0125 Open structures 1.60 .0144 .0155 .0167 Parapets 1.30 .0117 .0126 .0136 R 0 0 F Enclosed structures Slope 9:12 to 12:12 1.10 .0099 .0107 .0115 ' Slope 9:12 to 12:12 .80 .0072 .0078 .0084 Open structures Slope 9:12 to 12:12 1.60 .0144 .0155 .0167 ' Slope 9:12 to 12:12 .80 .0072 .0078 .0084 *** L O C A L A R E A S A T D I S C O N T I N U I T I E S ' Wall corners 2.00 .0180 .0194 .0209 Canopies or overhangs at eaves or rakes 2.80 .0252 .0272 .0292 ' Roof ridges at ends of buildings or eaves and roof edges at building corners 3.00 .0270 .0291 .0313 Eaves or rakes without overhangs ' away from building corners and ridges away from ends of building 2.00 .0180 .0194 .0209 1 1 1 1 1 1 1 1 !:5 Wind pressures on structures > B > 1.00 > 75.00 mph qs > 14.50 psf > 12.00 in 12 0 > 45.00 degrees R Y F R A M E S A N D S Y S -T E M S Direction Ht. <0'-151> <201> <251> <301> <401> n Ce .62 .67 .72 .76 .84 Cq 0 M P O N. E N T S * * * .80 .0072 .0078 .0084 .0088 .0097 .50 .0045 .0049 .0052 .0055 .0061 .0125 .0117 .0126 .0136 .0143 0158 to ridge .0167 .0176 .0195 1.30 f .70 .0063 .0068 .0073 .0077 .0085 .40 .0036 .0039 .0042 .0044 .0049 .0099 .0107 .0115 .0121 (Wu'��.0134 .0088 dge and flat roofs .70 .0063 .0068 .0073 '^.'0077� -! .0085 E N T S A N D C 0 M P O N. E N T S * * * 1.20 .0108 .0117 .0125 .0132 .0146 1.20 .0108 .0117 .0125 .0132 .0146 1.60 .0144 .0155 .0167 .0176 .0195 1.30 .0117 .0126 .0136 .0143 .0158 1.10 .0099 .0107 .0115 .0121 .0134 .80 .0072 .0078 .0084 .0088 .0097 1.60 .0144 .0155 .0167 .0176 ..0195 .80 .0072 .0078 .0084 .0088 .0097 L A R E A S A T D I S CO N T I N U I T I E S * * * 2.00 .0180 .0194 .0209 .0220 .0244 gs at 2.80 .0252 .0272 .0292 .0309 .0341 of buildings dges at building 3.00 .0270 .0291 .0313 .0331 .0365 out overhangs corners and ds of building 2.00 .0180 .0194 .0209 .0220 .0244 1 ' File >SHEARW ------------------------------------- 7:33 PM 3/24/05 ' ------------------------------------ REV_-6_17_99---------------Shearwall schedule Description » Common nails >> (Box nails) ------------------------------------------------------------------------ Mark Description HF DF 1 3/8" cdx plywood with 8d nails .213 .260 ' at 611, 1211 o.c. (.173) (.211) 2 3/8" cdx plywood with 8d nails .312 .380 ' at 411, 1211 o.c. (.253) (.308) 3 3/8" cdx plywood with 8d nails .402 .490 ' at 311, 12" o.c. (.326) (.397) 4 1/2" cdx plywood with 10d nails .254 .310 ' at 611,.12" o.c. (.206) (.251) 5 1/2" cdx plywood with 10d nails .377 .460 at 411, 1211 o.c. (.305) (.373) ' 6 1/2" cdx plywood with 10d nails .492 .600 at 311, 12" o.c. (.399) (.486) ' 7 1/211 gyp bd with 5d nails wind .082 .100 at 711 o.c. edge & field Unblocked seismic .041 .050 ' 8 5/8" gyp bd with 6d nails wind .094 .115 at 711 o.c. edge & field Unblocked seismic .047 .058 9 7/81t cement plaster over expanded metal .148 .180 ' or woven wire lath with no. 16 gage staples, (7/8" leg) at 611 o.c. 10 3/8" plywood siding with 8d nails .131 .160 at 611, 1211 o.c. ' 11 Simplex 11 -Thermo -Ply structural (red) .144 .175 sheathing (0.115 inch thickness) with no. 16 gage staples (7/16" crown. ' 1-1/4" legs) 1 14r ��OM"— I IW �. X0121) C, [(,�V) ( (-�) - ( I o d ibo lov eg `? i i 14 e. t. ; 2a4 i KA R I i ,r0_';4_ = , la7 �--5( -1 I'l vi, ?- t' t F !4 , tA le , -Si I C. -WA rllr- 60mi e769-7 Z I 44o YA'L'l 2 e-, L. 4, c,7�2�,5/ — . 7,1 A* <;, A -r- Z4 "N, / IL � I i ��. oT" (�J *-- -�3, c> + 9p C, '7t D °�- LG ;- I I - II S � Ala., U-) Zk rp...F- 60-KA G,'5 -71Y -r` 1'5 -7 -1Y -It A - *4 U -IPS A -r /zllveo, IL 4; h'7—ri. 7- A Ar 4 .1SIM16P uQ . 14, f"t- 15,2�t-+ 6 Ico— ��.aa — a.. - 1 1 1 1 1 1 1 4./ jL(2� d4,di.—/ K- — (o,, &Ylt��I "��1 ` �t.V 14"- i Ill ko 1 2,q i � IVI wa I Cavi+i [Q,veNe0 3o c� f•(o ve�,cle 5u V, V,yalls �f dwell��,y �CAY, .0 z 2/2 0S- + 16/2 OSI) t 10 C 01a) = / p $ l C�Qc(c- kfS `i3O C0,0 Use /,100�,x 41 i Job; 05=008 Description; Dwelling - 4ft retained'.,,.:, General data; FY Wall construction; Concrete Configuration; Cantilevered Lateral load type; Soil pressure� Backfill slope; No slope Allowable design stresses; Soil; Class of materials (CBC); Allowable bearing pressure; Allowable passive; Lateral sliding coefficient; Soil weight; Increase allowed for seismic/wind; 1 i 1 1 1 1 4 1.500 ksf 0.150 ksf/ft depth 0.250 0.110. kcf 1.330. Applied? No • Masonry; fm 1_ _ 1:500, ksi FY 60 ksi Concrete; 29000000 psi Em fc � -2:500 ksi Unit weight0,135 FY 60 ksi ES �• 29000000-- psi m 28.235 0.900 Flexural 0.850 Shear Unit weight 0.150 kcf We 1.000 X 1.000' 1 i 1 1 1 1 4 1.500 ksf 0.150 ksf/ft depth 0.250 0.110. kcf 1.330. Applied? No • Masonry; fm 1_ _ 1:500, ksi FY 60 ksi ES 29000000 psi Em 1125000 n 25.78 Unit weight0,135 kcf FS User defined; 1;500 ksf 0.250 ksf ` 0:350r 24.00 ksi q'2 ' Wall data Cantilevered wall may use varying thickness segments Actual Cutoff for Cutoff calculations Segment; (ft) (ft) (ft) Segment wd, Actual t (in) Actual d(in) Max. d(in) 1 0.000 to2003 .? 1.38 0.138 s.000 4.000 5.688 1 2 1.375 to 4.00 0.263 18.000 1 4.000 5.688 3 0.000 to X0:0® 0.00 0.000 0 0.000+ 1.000 1 Segment; b'dZ M(ft-kips) 1 192.00 0.320 2 192.00 0.090 1 3 0.00 0.000 Input user defined wall thickness; 0.;0® inches Override wall height for lateral sliding; X0 00 feet ❑ override? 1 1 i 1 1 1 1 . 1 1 ' Loading l WpL Axial; Or000 kips/ft WLL Axial,�1p�E r kips/ft Equivalent fluid pressure (EFP); `0�030� kcf Sloping backfill surcharge; 0.000 kcf ' Design EFP; 0.030 kcf Surcharge; Distance Surcharge P(kips) Description to wall(ft) height(ft) ```�2�0 6 0`, � 3 O.OuO'. 0.000 feet Input surcharge height; EMaffl=feet Summary of lateral loads acting on wall (Cantilevered wall); w 1eterat at top of wall; 0.0000 k/ft w lateral at bottom of wall; 0.1200 k/ft ' w,aterat at bottom of footing; 01500 k/ft Additional concentrated load at top of wall; "0;:000 ° k/ft Load type; N/A 1 Min. EFP for cantilevered walls designed for restraint; 0 'WR w lateral at top of wall; (Restrained wall); 0.000 k/ft ' w lateral at bottom of wall; (Restrained wall); 0.220 k/ft Uniform lateral load;00000' ksf Seismic/wind 1 1 1 . 1 1 1 ' Concrete stem design Load factor; 1.700 Segment 1 reinforcing: Factored design moment (M,,); 0.544 ft -kips Max. allowable'd'; 5.688 inches d (in) As Vertical reinforcing; #s bars at . 18 inches o/c4000 0.207 in'/ft ' Horizontal reinforcing; #s bars at 1a5 . inches o/c 0.248 inZ/ft Temperature and shrinkage reinforcing; Vert. AS min. 0.144 inZ/ft �M� 3.49 ft -kips ' Horiz. As min. 0.240 inZ/ft ' Check if wall is overreinforced; Pb 0.018 0.75pb 0.013 Amax. 0.641 inZ/ft Check shear at base of wall; V 0.240 kips/ft V" 0.408 kips/ft On 4.080 kips/ft < x 2 x f60,5 x d x 12 > ' Check dowel embedment into footing: Dowel size: #5 bars ldh 15.000 inches < (0.02' y -e X fy) / (t', °'s) * db > < ACI 12.5.1 > ' Reduction factors: 0.700 0.156 < ACI 12.5.3a > < ACI 12.5.3d> ldb 1.635 inches Ok! ' Segment 2 reinforcing; Factored design moment (M.); 0.154 ft -kips Max. allowable'd'; 5.688 inches d (in) As Vertical reinforcing; #5 bars v at 1'8 inches o/c h 0.207 inZ/ft ' Horizontal reinforcing; #s bars at 1„5 inches o/c e�4000 0.248 inZ/ft Temperature and shrinkage reinforcing; ' Vert. AS min. 0.144 Horiz. As min. 0.240 inZ/ft inZ/ft On 3.494 ft -kips Segment 3 reinforcing; Factored design moment (M,,); 0.000 ft -kips ' Max. allowable'd'; 0.000 inches d (in) AS Vertical reinforcing; None at .. 1Y2 inches o/c 0:000 0.000 inZ/ft ' Horizontal reinforcing; Temperature and shrinkage reinforcing; None at 12 inches o/c 0.000 int/ft Vert. AS min. 0.000 inZ/ft On , n 0.00 ft -kips Horiz. AS min. 0.000 inZ/ft 1 1 Check cantilevered walls to resist lateral forces when inadvertantly supported at top; ❑ Applicable? ' M max. 0.000 ft -kips qs Factored design moment (M,); 0.000 ft -kips M max occurs at; 2.32 feet Vertical reinforcing; AS 0.207 int d 4.00. inches 3.494 ft -kips Override reinforcing and 'd' dimension; ❑ override? Vertical None • at . �,z4<u8,�„.v,�,.� inches o/c Segment 2 k 0.000 int/ft d�`r4 inches r,R J 1 �1 1 Footing design; Toe length;,8:0,0:`ti-. inches Safety factor; 2.363 Heel length; 0.833 feet Soil pressure; 1.493 ksf ' Total footing length (L); X26 00r > inches Allowable; ksf Fooling depth; X12 00 s' inches Overturning and soil pressure; Consider ftg depth for gross OTM and sliding ? res Design overturning moment (OTM); 0.625 ft-kips/ft ' Ignore footing weight when calculating soil pressure? res • Check stability and soil pressure; w Arm DLRM WOL 0.000 kips 1.000 feet 0.000 ft -kips WLL 1.100 kips 1.000 feet 1.100 ft -kips Segment 1 0.138 kips 1.000 feet 0.138 ft -kips Segment 2 0.263 kips 1.000 feet 0.263 ft -kips Segment 3 0.000 kips 1.000 feet 0.000 ft -kips Soil 0.367 kips 1.750 feet 0.642 ft -kips Keyway 0.050 kips 1.667 feet 0.083 ft -kips ' Footing 0.325 kips 1.083 feet 0.352 ft -kips WDL 1.142 kips MDL min. 1.477 ft -kips WDL+WLL 2.242 kips MDL+MLL 2.577 ft -kips Check safety factor against overturning; MDL min./OTM 2.363 > 1.5 Ok! ' Eccentricity (e); 0.213 U6; 0.361 feet feet [Al2-( M-OTM/ W) L'; 2.612 feet [3`U2 -e) Resultant is within middle third of footing Allowed; Maximum soil pressure; 1.493 ksf 1.500 ksf [ Wll/A +6'Wtl'e/A^2 ) ' Minimum soil pressure; 0.276 ksf 1.500 - ksf �1 1 1 Footing reinforcement• Footing ,. ' ' Heel design; Heel length; 0.833 feet Vertical reinforcin s acro ; Reinforcing #5 bars at 18 jvff36 inches o/c inches o/c d; 13;0,0 inches Load factor AS 0.103 in`/ft Mu 0.260 ft -kips ' On 3.663 ft -kips Vu Heel 0.836 kips/ft On 8.160 kips/ft (Concrete strength only) ' Toe design; Toe length; 0.667 feet Reinforcing; #5 bars at 18 inches o/c d; 8:000 inches AS 0.207 in/ft Max. soil pressure; 1.493 ksf At face of wall; 1.112 ksf Load factor Mu 0.516 ft -kips NESM �Mn 7.214 ft -kips Vu Toe 1.477 kips/ft On 8.160 kips/ft (Concrete strength only) Longitudinal footing reinforcement: AS required = Area' .002 ' AS min. 0.624 in` mom#s bars AS 0.930 in` 1 1 WE t ' Lateral' sliding; Rtopofwall 0.000 kips/ft41 0.000 in Min. AS ' "base of wall 0.375 kips/ft None at 1i8 inches o/c N/a Calculate WpL"friction coefficient; ' Lateral sliding resistance; For class 5 soils; 0.285 kips/ft Lateral sliding resistance 0.000 0.000 kips/ft Limited to; 0.571 max (0.5'Wdl) Allowable lateral passive pressure 0.150 ksf/ft depth Consider footing for passive resistance? Yes • ' Lateral passive pressure provided; 0.075 kips/ft [Footing only] Net resistance provided by footing only; 0.360 kips/ft [Footing only] Concrete slab at base of wall ? Slab thickness; 4:0,00 inches No • Width of slab; 12i0Q0 feet ❑ Ignore lateral sliding by inspecdon Resistance provided by slab; 0.000 kips/ft Total resistance; 0.360 kips/ft ' Factor of safety; 0.961 No good! Shear key required! Shear key must provide additional; 0.202 kips lateral resistance Shear key provides; Calculate equivalent depth of key due to overburden; 0.248 kips lateral resistance Bearing pressure (p) / soil weight; Equivalent depth of shear key; 4.790 feet [Maximum 15'] Allowable passive pressure; 0.719 ksf [at bottom of footing] ' Allowable passive pressure; 0.769 ksf [at bottom of key] Shear key depth;N6OO inches Shear key thickness; inches d inches Load factor Me 0.071 ft-kips OffL7M Reinforcing in key; #5 bars at 36 inches o/c AS 0.103 in`/ft ' Mn 2.73 ft-kips t Wall framing - see plan 1 Well -drained granular i Vertical reinforcing: backfill, typical Vertical #5 bars at 18 inches o/. ' 8 in. thick concrete wall Horizontal #5 bars at 15 inch s o/ 4ft Retained height t 4 in. Vertical dowels; 4 in. Vertical #5 bars at 18 inches o/ Till' ' 8" Min. lap = 2.00 feet Transverse #5 bars at 36 incl es o/ Perforated drain to daylight NG �U�. 12" 4.. (3) continuous #5 bars 12" r 26" Cantilevered concrete retaining wall; 4 ft. retained height Notes: Allowable soil bearing capacity: 1.50 ksf Maximum imposed axial load: 1.10 kips/ft Equivalent fluid pressure: 0.030 kcf Vehicle surcharge: 0.00 kips Material data: ' Concrete Pc 2.500 ksi Steel Fy 60.00 ksi Job; 05 OQ.B,` Description; ®wellm 6ftretained ' General data; tConfiguration; Wall construction; Concrete Cantilevered Lateral load type; soil pressure I V Backfill slope; No slope Allowable design stresses; Soil; Class of materials (CBC); 14 • User defined; Allowable bearing pressure; 1.500 ksf15,0, ° ksf Allowable passive; 0.150 ksf/ft depthr �0250 ksf Lateral sliding coefficient; 0.250 0350Y{ Soil weight; Increase ®.1f1;0 �; kcf allowed for seismic/wind;330w' Applied? No Concrete; Masonry; ' Pc2600` ksi FY Pm 500a ° ksi 60 ksi FY 160 Iv ksi FS 24.00 ksi ES F290000®0°i` psi ES29000000' psi m 28.235 Em 1125000 ' 0 90' ,� Flexural n 25.78 0850 "" Shear Unitweight°.0,1§35` . kcf ' Unit weight01,50 kcf We `1{ 000= Wall data Cantilevered wall may use varying thickness segments Actual Cutoff for Cutoff calculations Segment; (ft) (ft) (ft) Segment wd, Actual t (in) Actual d(in) Max. d(in) 1 0.000 to 2 U0� 1.38 0.138 s.000 4.000 5.688 2 1.375 to 6 006.00 0.463 e.000 4.000 5.688 3 0.000 to Q00 0.00 0.000 0 0.000 0.000 Segment; b*d2 M(ft-kips) 1 192.00 1.080 2 192.00 0.495 3 0.00 0.000 Input user defined wall thickness; P O;Q�inches Override wall height for lateral sliding; feet ❑ override? c�Z ' Loading WDL Axial; 0 000 kips/ft 1 WLL Axial; 1100 kips/ft Equivalent fluid pressure (EFP); 0030 kcf Sloping backfill surcharge; 0.000 kcf Design EFP; 0.030 kcf ' Surcharge; Distance Surcharge P(kips) Description to wall(ft) height(ft) 0 0;©0' 0.000 feet ' Input surcharge height; feet Summary of lateral loads acting on wall (Cantilevered wall); 1 w iate�i at top of wall; 0.0000 k/ft w �atera� at bottom of wall; 0.1800 k/ft w 1ete,j at bottom of footing; 0.2100 k/ft ' Additional concentrated load at top of wall;,� 0;000 ,K k/ft Load type; N/A Min. EFP for cantilevered walls designed for restraint;®.055 kkcf 1 w lateral at top of wall; (Restrained wall); w lateral at bottom of wall; (Restrained wall); 0.000 k/ft 0.330 k/ft Uniform lateral load; <: Qa)QOOy :: ksf . Seismic/wind t 1 91 Concrete stem design Load factor;17.00; Segmenf 1 reinforcing; Factored design moment (M,,); 1.836 ft -kips Max. allowable'd'; 5.688 inches d (in) AS Vertical reinforcing; #s bars at18 • inches o/c 0.207 in'/ft Horizontal reinforcing; #s bars • at inches o/c 0.248 inz/ft Temperature and shrinkage reinforcing; Vert. As min. 0.144 inz/ft �M, 3.49 ft -kips Horiz. As min. 0.240 inz/ft Check if wall is overreinforced; - pb 0.018 0.75pb 0.013 Asmax. 0.641 inz/ft Check shear at base of wall; V 0.540 kips/ft V, 0.918 kips/ft On 4.080 kips/ft < X 2 x f`60,5 X d x 12 > Check dowel embedment into footing; Dowel size: #5 bars Idh 15.000 inches < (0.02' ye' ' fY) l ( fc 0'S )' db >" < ACI 12.5.1 > Reduction factors: 0.700 < ACI 12.5.3a > 0.525 < ACI 12.5.3d > ldn 5.518 inches Ok! Segment 2 reinforcing; Factored design moment (M,); 0.841 ft -kips Max. allowable'd'; 5.688 inches d (in) As Vertical reinforcing; #5 bars v at inches o/c 4OU'0 , 0.207 inz/ft Horizontal reinforcing; #5 bars o ath . ��Ms:15�, � �' inches o/c 0.248 z in /ft Temperature and shrinkage reinforcing; Vert. AS min. 0.144 inz/ft 3.494 ft -kips Horiz. k min. 0.240 inzlft Segment 3 reinforcing; Factored design moment (MS); 0.000 ft -kips Max. allowable'd'; 0.000 inches d (in) AS Vertical reinforcing; Nooe v at2 inches o/c 0 000 h 0.000 inZ/ft Horizontal reinforcing; None at 12 . inches o/c 0.000 m /ft Temperature and shrinkage reinforcing; Vert. AS min. 0.000 inz/ft SMS 0.00 ft -kips Horiz. AS min. 0.000 inzlft FA Check cantilevered walls to resist lateral forces when inadvertantly supported at top; ❑ Applicable? M max. 0.000 - ft -kips Factored design moment (M,);. 0.000 ft -kips M max occurs at; 3.48 feet Vertical reinforcing; AS 0.207 in' d 4.00 inches �M, 3.494 ft -kips Override reinforcing and 'd'dimension; ❑ override? Vertical None • at 1�18 inches o/c Segment 2 AS 0.000 inZ/ft d JJF00 � inches 5s— 1 S� ' Footing design; Toe length; ! 12;Q0 inches Safety factor; 2.956 Heel length;_ 1.833 Total footing length (L); 4200 feet inches Soil pressure; Allowable; 1.500 ksf ksf Footing depth; 12 QQ inches Overturning and soil pressure; ' Consider ftg depth for gross OTM and sliding ? Yes • Design overturning moment (OTM); 1.715 ft-kips/ft ' Ignore footing weight when calculating soil pressure? Yes • Check stability and soil pressure; w Arm DLRM WDL 0.000 kips 1.333 feet 0.000 ft -kips ' WLL 1.100 kips 1.333 feet 1.467 ft -kips Segment 1 0.138 kips 1.333 feet 0.183 ft -kips Segment 2 0.463 kips 1.333 feet 0.617 ft -kips ' Segment 3 0.000 kips 1.333 feet 0.000 ft -kips Soil 1.210 kips 2.583 feet 3.126 ft -kips Keyway 0.075 kips 3.000 feet 0.225 ft -kips Footing 0.525 kips 1.750 feet 0.919 ft -kips ' WDL 2.410 kips MDL min. 5.070 ft -kips WDL + WLL 3.510 kips MDL+MLL 6.536 ft -kips Check safety factor against overturning; MDL min./OTM 2.956 > 1.5 Ok! Eccentricity (e); 0.376 feet [A/2-( M-OTM/ W] ' 1-16; 0.583 feet L' ; 4.121 feet [3*U2-e] Resultant is within middle third of footing Allowed; Maximum soil pressure; 1.500 ksf 1.500 ksf [ WtIIA +6`Wtl*e/A^2 ] Minimum soil pressure; 0.206 ksf 1.500 ksf 1 S� 1 ' Footing reinforcement; Heel design; Heel length; 1.833 feet Vertical reinforcin sacro ; 18 inches o/c Reinforcing #5 bars at � inches o/c d; 8?00 " '4 inches Load factor AS 0.103 in` t Mo On 1.886 3.663 ft -kips ft -kips �''1 Vu Heel 2.525 kips/ft #o 8.160 kips/ft (Concrete strength only) ' Toe design; Toe length; 1.000 feet Reinforcing; #5 bars at 18 inches o/c ' d;S,,x000, Max. soil pressure; inches 1.500 ksf AS 0.207 in`/ft At face of wall; 1.136 ksf Load factor MU 1.172 ft-kipsd'17 ' W, 7.214 ft -kips Vu Toe 2.241 kips/ft On 8.160 kips/ft (Concrete strength only) ' Longitudinal footing reinforcement; AS required = Area " .002. As min. 1.008 in' #5 bars • A$ 1.240 in` 1 ' 1 S7� Lateral sliding; Rroomwall 0.000 kips/ft Min. AS 0.000 in Rb. fWw, 0.735 kips/ft ata <<�k18 ' inches o/c N/a Calculate WpL * friction coefficient; Lateral sliding resistance; 0.603 kips/ft For class 5 soils; Lateral sliding resistance 0.000 0.000 kips/ft Limited to; 1.205 max (0.5*Wdl) Allowable lateral passive pressure 0.150 ksf/ft depth Consider footing for passive resistance? res • Lateral passive pressure provided; 0.075 kips/ft [Footing only] Net resistance provided by footing only; 0.678 kips/ft [Footing only] Concrete slab at base of wall ? No Slab thickness; a x4000; inches Width of slab; �e�;12000�� ��' feet ❑Ignore lateral sliding by inspection Resistance provided by slab; 0:000 kips/ft Total resistance; 0.678 kips/ft Factor of safety; 0.922 No good! Shear key required! Shear key must provide additional; 0.425 kips lateral resistance Shear key provides; 0.488 kips lateral resistance Calculate equivalent depth of key due to overburden; Bearing pressure (p) / soil weight; Equivalent depth of shear key; 6.260 feet [Maximum 15'] Allowable passive pressure; 0.939 ksf [at bottom of footing] Allowable passive pressure; 1.014 ksf [at bottom of key] Shear key depth; inches Shear keythickness; Minches i inches d Load factor MU 0.210 ft -kips I,".�3' ,11s7��'�r ; Reinforcing in key; #5 bars at 36 inches o/c AS 0.103 in/ft Mn 2.73 ft -kips 0 Wall framing - see plans o .o Well -drained granular Vertical reinforcing: backfill, typical Vertical #5 bars at 18 inches o/ 8 in. thick concrete wall Horizontal #5 bars at 15 inch s o/c-- y; 'Sw'. k 6 ft Retained height m 4 in. . v Vertical dowels; 4 in. Vertical #5 bars at 18 inches o/ o 12 Min. lap = 2.00 feet o� Transverse #5 bars at 36 inc ies o/ Perforated drain to daylighi ' NG 1211 6" (4) continuous #5 bars 12" ' 42" Cantilevered concrete retaining wall; 6 ft. retained height ' Notes: Allowable soil bearing capacity: 1.50 ksf Maximum imposed axial load: 1.10 kips/ft ' Equivalent fluid pressure: 0.030 kcf Vehicle surcharge: 0.00 kips Material data: ' Concrete Pc 2.500 ksi Steel Fy 60.00 ksi 1 i 6a Job; Description; ®welling = Sft retained' General data; Wall construction; .Concrete v Configuration; Cantilevered v Lateral load type; Soil pressure v ' Backfill slope; No slope v Allowable design stresses Soil; Class of materials (CBC); a • User defined; 1 Allowable bearing pressure; Allowable passive; 1.500 ksf81500 0.150 ksf/ft depth ksf 0 250 a ksf Lateral slidingcoefficient; 0.250 1 Soil weight; Increase allowed for seismiclwind;aF'` -0,110^: kcf 1.330.° Applied? No • ' Concrete; Masonry; fc2 500 ksi fm 1500 ksi ' FY bo ksi FY 60 ksi Fs 24.00 ksi ES 29000000 ; psi ES ,29000000 , psi m 28.235 Em 1125000 0 900 Flexural n 25.78 . �F0.850 > Shear Unit weight 0 501�� kcf Unit weight ��kcf We 7 1 .000, ; 1 - . 1 . 1 1 • 1 . Wall data Cantilevered wall may use varying thickness segments Actual Cutoff for Cutoff calculations Segment; (ft) (ft) (ft) Segment wd, Actual t (in) Actual d(in) Max. d(in) 1 0.000 to 2.38 0.238 s.000 5.500 5.688 2 2.375 to 8.00 0.563 a.000 4.000 5.688 3 0.000 to w 00>. 0.00 0.000 c 0.000 0.000 S t b'd2 M ft k' egmen , ( - ips) 1 363.00 2.560 2 192.00 0.890 3 0.00 0.000 Input user defined wall thickness; -` ,x0':00; inches, Override wall height for lateral sliding; feet ❑ Override? 3 (0Z Loading Wog Axial; .Og00x kips/ft WLL Axial; kips/ft Equivalent fluid pressure (EFP); kcf Sloping backfill surcharge; 0.000 kcf Design EFP; 0.030 kcf ' Surcharge; Distance Surcharge P(kips) Description to wall(ft) height(ft) n"13�00,0;y5- Input surcharge height; 0.000 feet x,000,.}w feet Summary of lateral loads acting on wall (Cantilevered wall); w,ateral at top of wall; 0.0000 k/ft w ,at,,, at bottom of wall; 0.2400 k/ft ' w latera, at bottom of footing; Additional concentrated load at top of wall; 0.2800 k/ft ito0 00' k/ft Load type; N/A Min. EFP for cantilevered walls designed for restraint; 0 055 kcf w lateral at top of wall; (Restrained wall); 0.000 k/ft ' w lateral at bottom of wall; (Restrained wall); 0.440 k/ft Uniform lateral load;;0:0000` ` ksf Seismic/wind 1 Concrete stem design Load factor; Segment 1 reinforcing,. Factored design moment (M,); 4.352 ft -kips Max. allowable'd'; 5.688 inches d (in) AS Vertical reinforcing; #5 bars at 1,18 inches o/c y 5 50 0.207 int/ft Horizontal reinforcing; #5 bars at 1'5 inches o/c 0.248 inZ/ft Temperature and shrinkage reinforcing; Vert. AS min. 0.144 inZ/ft �M, 4.89 ft -kips Horiz. AS min. 0.240 inZlft Check if wall is overreinforced; Pb 0.018 0.75pb 0.013 Asmax. 0.882 inZlft Check shear at base of wall; V 0.960 kips/ft V, 1.632 kips/ft �V, 5.610 kips/ft < x 2 x fCO,5 x d x 12 > Check dowel embedment into footing; Dowel size: #5 bars Idh 15.000 inches < (0.02' ye • X fy) / (f, °.5 )' db > < ACI 12.5.1 > Reduction factors: 0.700 < ACI 12.5.3a > 0.890 < ACI 12.5.3d > ldh 9.347 inches Oki Segment 2 reinforcing;, Factored design moment (M j; . 1.513 ft -kips Max. allowable'd'; 5.688 inches d (in) AS Vertical reinforcing; #5 bars at 18 inches o/c now 0.207 inZ/ft Horizontal reinforcing; #5 bars o at 15 inches o/c 0.248 inZlft Temperature and shrinkage reinforcing; Vert. AS min. 0.144 inZlft On 3.494 ft -kiss Horiz. AS min. 0.240 inZ/ft Segment 3 reinforcing; Factored design moment (M j; Max. allowable'd'; 0.000 inches Vertical reinforcing; None v at Horizontal reinforcing; None at Temperature and shrinkage reinforcing; Vert. AS min. 0.000 inZlft Horiz. AS min. 0.000 inZ/ft 0.000 ft -kips . d (in) AS inches o/c 0 000{fir 0.000 inZlft inches o/c 0.000 inZlft On 0.00 ft -kips Check cantilevered walls to resist lateral forces when inadvertantly supported at top; ED Applicable? M max. 1.806 ft -kips 51 Factored design moment (M,,); 3.071 ft -kips M max occurs at; 4.64 feet Vertical reinforcing; AS 0.207 in d 4.00 inches �M, 3.494 ft -kips Override reinforcing and 'd'dimension; ❑ override? Vertical None • at �W inches o/c 1 1 1 1 1 1 Segment 2 AS 0.000 inZ/ft dr�4'00_ inches 6y W r ' Footing design; Toe length;f j 20 OO -1 , inches Safety factor; 2.617 Heel length; 2.167 Total footing length (L);54 00 ~ feet inches Soil pressure; Allowable; 1.495 ksf ksf Footing depth; : 1;6FQ04>;' inches Overturning and soil pressure; ' Consider ftg depth for gross OTM and sliding ? Yes Design overturning moment (OTM); 4.065 ft-kips/ft Ignore footing weight when calculating soil pressure? Yes rCheck stability and soil pressure; w Arm DLRM WDL 0.000 kips 2.000 feet 0.000 ft -kips WLL 1.100 kips 2.000 feet 2.200 ft -kips Segment 1 0.238 kips 2.000 feet 0.475 ft -kips Segment 2 0.563 kips Segment 3 0.000 kips 2.000 2.000 feet feet 1.125 0.000 ft -kips ft -kips Soil 1.907 kips 3.417 feet 6.514 ft -kips Keyway 0.125 kips 4.000 feet 0.500 ft -kips Footing 0.900 kips 2.250 feet 2.025 ft -kips ' WDL 3.732 kips MDL min. 10.639 ft -kips WDL + WLL 4.832 kips MDL+MLL 1.2.839 ft -kips ' Check safety factor against overturning; MDL min./OTM 2.617 > 1.5 Oki Eccentricity (e); 0.434 feet [A/2-(M-OTM/ WJ U6; 0.750 feet ' L' ; 5.448 feet [3'U2 -e) Resultant is within middle third of footing Allowed; ' Maximum soil pressure; Minimum soil pressure; 1.495 0.252 ksf ksf 1.500 1.500 ksf [ Wtl/A +6'Wtl'e/A^2 ] ksf 1 r r r r . r r 1 I 1 1 1 1 1 1 1 1 1 1 1 1 Footing reinforcement; Heel design; Vertical reinforcing spacing; 18 inches o/c Heel length; 2.167 feet Reinforcing 1 #5 bars at :; �`. � 36, inches o/c d; 11?00'. inches Load factor AS 0.103 in`/ft Ma 3.511 ft -kips 1Tr Wn 5.523 ft -kips Vu Heel 3.978 kips/ft On 12.240 kips/ft (Concrete strength only) Toe design; Toe length; 1.667 feet Reinforcing; #5 bars at 18 inches o/c d; �Mnches As . 0.207 in` /ft Max. soil pressure; 1.495 ksf At face of wall; 1.038 ksf Load factor Mu 3.170 ft -kips Wn 10.934 ft -kips Vu Tie 3.588 kips/ft On 12.240 kips/ft (Concrete strength only) Longitudinal footing reinforcement; AS required = Area' .002 AS min. 1.728 in` #5 bars v AS 1.860 In z r 11 1 11 1 1 Lateral sliding; Riopofwall 0.000 kips/ft 0.000 in Min. AS ' Rbaseofwall 1.307 kips/ft None at. 18 inches o/c N/a Calculate WpL' friction coefficient; Lateral sliding resistance; 0.933 kips/ft For class 5 soils; ' Lateral sliding resistance 0.000 0.000 kips/ft Limited to; 1.866 max (0.5'Wdl) Allowable lateral passive pressure 0.150 ksf/ft depth Consider footing for passive resistance? res • ' Lateral passive pressure provided; 0.133 kips/ft [Footing only] Net resistance provided by footing only; 1.066 kips/ft [Footing only] Concrete slab at base of wall ? No Slab thickness; 4.000 Width of slab; X12:®OO inches feet ❑ Ignore lateral sliding by inspection Resistance provided by slab; 0.000 kips/ft Total resistance; 1.066 kips/ft ' Factor of safety; 0.816 No good! Shear key required! Shear key must provide additional; 0.894 kips lateral resistance Shear key provides; 0.994 kips lateral resistance Calculate equivalent depth of key due to overburden; Bearing pressure (p) / soil weight; Equivalent depth of shear key; 7.539 feet [Maximum 15') Allowable passive pressure; 1.131 ksf [at bottom of footing] ' Allowable passive pressure;1.256 Shear key depth; 10:00 ksf inches [at bottom of key] Shear key thickness; 1�2a0�0 inches ' d Me 6:00. 0.717 inches ft -kips Load factor "17 Reinforcing in key; #5 bars at 36 inches o/c As 0.103 in`/ft Me 2.73 ft -kips 1 11 1 1. Wall framing - see plan go' Vertical reinforcing: Well -drained granular backfill, typical Vertical #5 bars at 18 inches o/ R 8 in. thick concrete wall Horizontal #5 bars at 15 inch s of 8 f Y Z Retained height x 4 in. Vertical dowels; 5.5 in. Vertical #5 bars at 18 inches o/ 20" Min. lap = 3.00 feet Transverse #5 bars at 36 inc es o/e Perforated drain to daylight ' NG y � r 1611 101, f4, (6) continuous #5 bars 12° 54" Cantilevered concrete retaining wall; 8 ft. retained height ' Notes: Allowable soil bearing capacity: 1.50 ksf Maximum imposed axial load: 1.10 kips/ft ' Equivalent fluid pressure: 0.030 kcf Vehicle surcharge: 0.00 kips Material data: ' Concrete f 2.500 ksi Steel Fy 60.00 ksi 1 , .r 1 Job; ®5 0;08 Description, ®welbn �9ftretainedgvM � -� `,<, r; General data; Wall construction; concrete Configuration; cantilevered Lateral load type; soil pressure 1 Backfill slope; No slope • Allowable design stresses,- Soil; tresses;Soil; Class of materials (CBC); 4 User defined; 1 Allowable bearing pressure; 1.500 ksf IN ksf Allowable passive; 0.150 ksf/ft depth ,Ot250I ksf Lateral sliding coefficient; 0.250 , 1 Soil weight; 0:11'0 kcf Increase allowed for seismic/wind; 1 30 Applied? rvo A- 1 Concrete; Masonry; fc2 50Oksi fm1 500 ;ksi 1 FY 60 ksi FY 6o � ksi Fs 24.00 ksi ES F29000000` psi- ES 29g0000s0'` psi m 28.235 Em 1125000 Flexural n 25.78 r .0850 Shear Unit weight 0,1535. kcf Unit weight , -0150 kcf 1 We - 7v 1 1 � i A 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Wall data Cantilevered wall may use varying thickness segments Actual Cutoff for Cutoff calculations Segment; (ft) .(ft) (ft) Segment wd, Actual t (in) Actual d(in) Max. d(in) 1 0.000 to 3 0®& 2.38 0.238 8.000 5.500 5.688 2 2.375 to g 00 9.00 0.663 18.000F:!l 4.000 5.688 3 0.000 2 to 0.00 0.000 _ o 0.000 0.000 Segment; b*d M(ft-kips) 1 363.00 3.645 2 192.00 1.454 3 0.00 0.000 Input user defined wall thickness; .-v'©':,OQ�inches Override wall height for lateral sliding; 0.0®?x; feet ❑ Override? t Loading W Axial'; o� 0 000 kips/ft WLL Axial; 1 00� _ - kips/ft Equivalent fluid pressure (EFP); kcf Sloping backfill surcharge; 0.000 kcf Design EFP; 0.030 kcf ' Surcharge; Distance Surcharge P(kips) Description to wall(ft) height(ft) rtk"0000 `30®0��` 0.000 feet �. Input surcharge height; r 0:,000�IIfeet Summary of lateral loads acting on wall (Cantilevered wall), w at top of wall; 0.0000 k/ft w at bottom of wall; .0.2700 k/ft w iafefa, at bottom of footing; 0.3100 k/ft Additional concentrated load at top of wall;0 k/ft Load type; N/A • ' Min. EFP for cantilevered walls designed for restraint;��K�O _055 kcf w lateral at top of wall; (Restrained wall); 0.000 k/ft w lateral at bottom of wall; (Restrained wall); 0.495 k/ft Uniform lateral load;���0-0000'; k s f Seismic/wind a Concrete stem design Load factor; '1?700 Factored design moment (M j; 2.472 ft -kips Segment 1 reinforcing; Factored design moment (M,,); 6.197 ft -kips Max. allowable'd'; 5.688 inches AS d (in) AS Vertical reinforcing; #5 bars at, 14 inches o/c 5 50 0.266 in /ft � Z Horizontal reinforcing; #5 bars at Horizontal reinforcing; a w15 inches o/c 0.248 int/ft Temperature and shrinkage reinforcing; 0.248 in Vert. AS min. 0.144 ih2/ft On 6.20 ft -kips Horiz. AS min. 0.240 inZ/ft Vert. AS min. 0.144 inZ/ft Check if wall is overreinforced; 4.409 ft -kips Pb 0.018 0.75pb 0.013 Amax. 0.882 inZ/ft Check shear at base of wall; Segment 3 reinforcing,; Factored design moment (M j; 0.000 V . 1.215 kips/ft Max. allowable'd'; V, 2.066 kips/ft d (in) AS On 5.610 kips/ft <x2Xfc°'5xdx12>, None • at Check dowel embedment into footing; Dowel size: #5 bars 0 0¢00 0.000 ldb 15.000' inches < (0.02' iye' X * fy) / (fr °'S) * db > < ACI 12.5.1 > Reduction factors: 0.700 < ACI 12.5.3a > 0.000 0.999 ' < ACI 12.5.3d > ldb 10.490 inches Ok! Vert. AS min. 0.000 Segment 2 reinforcing; Factored design moment (M j; 2.472 ft -kips Max. allowable'd'; 5.688 inches d (in) AS Vertical reinforcing; #5 bars . at inches o/c AY,,,000; ;f` 0.266 in Z/ft Horizontal reinforcing; #5 bars at TZ/ft k76'71144 ,15 ., inches o/c 0.248 in Temperature and shrinkage reinforcing; Vert. AS min. 0.144 inZ/ft OM, 4.409 ft -kips Horiz. AS min. 0.240 inZ/ft Segment 3 reinforcing,; Factored design moment (M j; 0.000 ft -kips Max. allowable'd'; 0.000 inches d (in) AS Vertical reinforcing; None • at 12 inches o/c 0 0¢00 0.000 int/ft Horizontal reinforcing; None . at . , z<1y2, . `, inches o/c 0.000 inZ/ft Temperature and shrinkage reinforcing; Vert. AS min. 0.000 inZ/ft OM, 0.00 ft -kips Horiz. AS min. 0.000 inZ/ft Check cantilevered walls to resist lateral forces when inadvertantly supported at top; 21 Applicable? M max.. 2.572 ft -kips �z Factored design moment (M,); 4.372 ft -kips M max occurs at; 5.22 feet Segment 2 Vertical reinforcing; AS 0.266 int d 4.00 inches �M, 4.409 ft -kips Override reinforcing and 'd' dimension; ❑ override? Vertical None • at '8 * ,�.� inches o/c As 0.000 ins /ft d 4;.004.,:>`" inches i 1 1 1 - �Z,L 1. Footing design; Toe length; ,,,_ B 24 OQ= ; inches Safety factor; 2.931 Heel length; Total footing length (L);: 2.667 , w64 00, feet inches Soil pressure; Allowable; 1.395 ksf ksf Footing depth; 16 00= inches Overturning and soil pressure; Consider ftg depth for gross OTM and sliding ? Yes • Design overturning moment (OTM); 5.517 ft-kips/ft Ignore footing weight when calculating soil pressure? Yes 1 Check stability and soil pressure; w Arm DLRM WDL 0.000 kips 2.333 feet 0.000 ft -kips WLL 1.100 kips 2.333 feet 2.567 ft -kips Segment 1 0.238 kips 2.333 feet 0.554 ft -kips Segment 2 0.663 kips Segment 3 0.000 kips 2.333 2.333 feet feet 1.546 0.000 ft -kips ft -kips Soil 2.640 kips 4.000 feet 10.560 ft -kips Keyway 0.138 kips 4.833 feet 0.665 ft -kips Footing 1.067 kips 2.667 feet 2.844 ft -kips WDL 4.744 kips MDL min. 16.169 ft -kips WDL+WLL 5.844 kips MDL+MLL 18.736 ft -kips Check safety factor against overturning; MDL min./OTM 2.931 > 1.5 Ok! Eccentricity (e); 0.405 feet [A/24 M-OTM/ W] 1-16; 0.889 feet L' ; 6.786 feet [3*U2-e] Resultant is within middle third of footing Allowed; Maximum soil pressure; 1.395 ksf 1.500 ksf [ Wtl/A +6*Wtl*e/A^2 ] Minimum soil pressure; 0.397 ksf 1.500 ksf i �Z,L :n,3 Footing reinforcement; Heel design; Vertical reinforcin s acin ; 14 inches o/c Heel length; 2.667 feet Reinforcing #5 bars at E4 r 28 ' x inches o/c d; 612:00 .: inches Load factor A, 0.133 in`/ft Me 5.984 ft-kipsr17 �Mo 7.081 -ft-kips Vu Heel 5.395 kips/ft On 12.240 kips/ft (Concrete strength only) Toe design; Toe length; 2.000 feet Reinforcing; #5 bars at 14 inches o/c d; �� =1,2WQ inches As - 0.266 in`/ft Max. soil pressure; 1.395 ksf At face of wall; 0.984 ksf Load factor Me 4.276 ft -kips 17 On 13.975 ft -kips Vu Toe 4.043 kipslft On 12.240 kips/ft (Concrete strength only) Longitudinal footing reinforcement: AS required = Area' .002 As min. 2.048 ins #5 bars . A8 2.170 in` t t Lateral sliding; Rtuuofwd, 0.000 kips/ft Min. As 0.000 in 1 Rbaseofwall 1.602 kips/ft None • at 1`$ inches o/c N/a Calculate WpL' friction coefficient; Lateral sliding resistance; 1.186 kips/ft For class 5 soils; Lateral sliding resistance 0.000 0.000 kips/ft Limited to; 2.372 max (0.5'Wdl) Allowable lateral passive pressure 0.150 ksf/ft depth Consider footing for passive resistance? Yes Lateral passive pressure provided; 0.133 kips/ft [Footing only] Net resistance provided by footing only; 1.319 kips/ft [Footing only] Concrete slab at base of wall ? No Slab thickness; 4 000 inches Width Of Slab; �1f2 000 feet El Ignore lateral sliding by inspection Resistance provided by slab; 0.000 kips/ft Total resistance; 1.319 kips/ft Factor of safety; 0.824 No good! Shear key required! Shear key must provide additional; 1.083 kips lateral resistance Shear key provides; 1.175 kips lateral resistance Calculate equivalent depth of key due to overburden; Bearing pressure (p) / soil weight; Equivalent depth of shear key; 8.087 feet [Maximum 151 Allowable passive pressure; 1.213 ksf ' [at bottom of footing] Allowable passive pressure; 1.350 ksf [at bottom of key] Shear keydepth; inches Shear key thickness; d600 200 Y inches F` inches Load factor MU 0.932 ft -kips Reinforcing in key; #5 bars at 28 inches o/c AS 0.133 in'/ft Mn 3.49 ft -kips N t 1 1 1 1 1 1 �zs 1 Wall framing - see plan 0 o Well -drained granular 1 Vertical reinforcing: backfill, typical Vertical #5 bars at 14 inches o/ 8 in. thick concrete wall Horizontal #5 bars at 15 inch s o/ Retained height 4 in. r Vertical dowels; 5.5 in. Vertical #5 bars at 14 inches of 0 24" ,' Min, lap = 3.00 feet Transverse #5 bars at 28 incl ies o/ Perforated drain to daylight NG _ 16" xi 12 1 (7) continuous #5 bars 12" 1 64" Cantilevered concrete retaining wall; 9 ft. retained height Notes: Allowable soil bearing capacity: 1.50 ksf Maximum imposed axial load: 1.10 kips/ft . Equivalent fluid pressure: 0.030 kcf Vehicle surcharge: 0,00 kips Material data: Concrete f 2.500 ksi Steel Fy 60.00 ksi 1 �l wil wail Use CAf C. 6k e 7- 2,0` C 0, tA Ie V eA/e� 03o r co co cn C, q co s - .1--oo ,, re, 14 . I - I :�Y Job; 05008 Description; General data; Wall construction; concrete Configuration; cantilevered—(- Lateral load type; soil pressure • ' Backfill slope; . I No slope Allowable design stresses,- tresses;Soil; Soil; Class of materials (CBC); 14 User defined; I Allowable bearing pressure; Allowable passive; 1.500 ksf 1.500 ksf 0.150 ksf/ft depth 0.250', ksf Lateral sliding coefficient; 0.250 0.350 Soil weight; Increase allowed for seismic/wind; 0,110,;, kcf 1.330, Applied? No • Concrete; Masonry; fc 2.500 ksi FY 60 • ksi fm 1.50.:].ksi FY 60 - ksi FS 24.00 ksi ES 29000000: psi ES -2 9-0 0-0 0-0 07 psi m 28.235 0:900 Flexural Em 1125000 n 25.78 0.850 Shear Unit weight = 0;135 kcf Unit weight 0.150 kcf We 1.060 1 I :�Y 1 1 1 1 1 1 i 1 1 1 1 1 Wall data Cantilevered wall may use varying thickness segments Actual Cutoff for Cutoff calculations Segment; (ft) (ft) (ft) Segment wd, Actual t (in) Actual d(in) Max. d(in) 1 0.000 to 200 1.38 0:138 s.000 5.500 5.688 2 1.375 to 4.00 4.00 0.263 e.000 4.000 5.688 3 0.000 to 0.00 0.000 0 0.000 0.000 Segment; b'd2 M(ft-kips) 1 363.00 0.441 2 192.00 0.143 3 0.00 0.000 Input user defined wall thickness; ME ROM inches Override wall height for lateral sliding;,(®.,00 ``: feet ❑ Override? Loading Wog Axial; 1 W�� Axial; Equivalent MOkips/ft kips/ft fluid pressure (EFP); kcf Sloping backfill surcharge; 0.000 kcf Design EFP; 0.030 kcf Surcharge; Distance Surcharge P(kips) Description to wall(ft) height(ft) 2Or 00; x'° Vehicle 3� 000`kamfeet feet Input surcharge height; Summary of lateral loads acting on wall (Cantilevered wall); w iate�� at top of wall; 0.0152 k/ft wat bottom of wall; 0.1352 k/ft W latera, at bottom of footing; 0.1652 k/ft Additional concentrated load at top of wall; ;000Of k/ft Load type; N/A Min. EFP for cantilevered walls designed for restraint 0055 z kcf ' w lateral at top of wall; (Restrained wall); w lateral at bottom of wall; (Restrained wall); 0.028 k/ft 0.248 k/ft Uniform lateral load;00000x; ksf Seismic/wind 1 r t Concrete stem design Load factor; Segment 1 reinforcing: Factored design moment (M,,); 0.750 ft -kips Max. allowable'd'; 5.688 inches d (in) AS Vertical reinforcing; #5 bars at 1 i3 inches o/c � . 4.000 ,Mt 0.207 int/ft Horizontal reinforcing; #5 bars • at e X15 =. inches o/c 0.248 int/ft Temperature and shrinkage reinforcing; Vert. AS min. 0.144 inZ/ft �M� 3.49 ft -kips Horiz. AS min. 0.240 inZ/ft Check if wall is overreinforced: Pb 0.018 0.75pb 0.013 Amax. 0.641 inZ/ft Check shear at base of wall, V 0.301 kips/ft V, 0.511 kips/ft On 4.080 kips/ft < X 2 X fC°'S x d X 12 > Check dowel embedment into footing: Dowel size: #5 bars Idh 15.000 inches < (0.02' yfe' X * fy) / ( fc ° s) • db > < ACI 12.5.1 > Reduction factors: 0.700 < ACI 12.5,3a > 0.215 < ACI 12.5.3d > Idh 2.254 inches Ok! Seqment 2 reinforcing: Factored design moment (Mu); 0.242 ft -kips Max. allowable'd'; 5.688 inches d (in) AS Vertical reinforcing; #s bars . at �18 inches o/c 4 00`0 t 0.207 inZ/ft Horizontal reinforcing; #5 bars at inches o/c 0.248 inZ/ft Temperature and shrinkage reinforcing; Vert. AS min. 0.144 inZ/ft 3.494 ft -kips Horiz. AS min. 0.240 inZ/ft Segment 3 reinforcinq: Factored design moment (M j; 0.000 ft -kips Max. allowable'd'; 0.000 inches d (in) AS Vertical reinforcing; None . 8t "� , X12 inches o/c 000 ": 0.000 Z in Ift Horizontal reinforcing; None at 12 inches o/c 0.000 int/ft Temperature and shrinkage reinforcing; Vert. AS min. 0.000 inZ/ft �Mb 0.00 ft -kips Horiz. AS min. 0.000 inZ/ft Check cantilevered walls to resist lateral forces when inadvertantly supported at top; ❑ Applicable? M max. 0.000 ft -kips Segment 2 As 0.000 in'/ft d inches I design Factored moment (M,); 0.000 ft -kips M max occurs at; 2.28 feet Vertical reinforcing; As 0.207 int d 4.00 inches 3.494 ft -kips Override reinforcing and 'd' dimension; ❑ override? Vertical None at & inches o/c 1 Segment 2 As 0.000 in'/ft d inches I 1 ' Footing design; Toe length; x;.; 8:00 -' x inches Safety factor; 1.598 Heel length; 0.667 feet Soil pressure; 1.412 ksf Total footing length (L); I" 24 OQ ': inches Allowable; ksf Footing depth; , -L12 00 y _. inches Overturning and soil pressure; Consider ftg depth for gross OTM and sliding ? res • Design overturning moment (OTM); 0.814 ft-kips/ft Ignore footing weight when calculating soil pressure? Yes • ' Check stability and soil pressure; w Arm DLRM WDL 0.000 kips 1.000 feet 0.000 ft -kips ' WLL 0.000 kips 1.000 feet 0.000 ft -kips Segment 1 0.138 kips 1.000 feet 0.138 ft -kips Segment 2 0.263 kips 1.000 feet 0.263 ft -kips ' Segment 3 0.000 kips 1.000 feet 0.000 ft -kips Soil 0.293 kips 1.667 feet 0.489 ft -kips Keyway 0.075 kips 1.500 feet 0.113 ft -kips Footing 0.300 kips 1.000 feet - 0.300 ft -kips WDL 1.068 kips MDL min. 1.301 ft -kips WDL + WLL 1.068 kips MDL+MLL 1.301 ft -kips ' Check safety factor against overturning; MDL min./OTM 1.598 > 1.5 Ok! Eccentricity (e); 0.544 feet [A/2-( M-OTM/ WJ U6; 0.333 feet ' L' ; 1.368 feet [3'U2 -e] Resultant lies outside middle third of footing Allowed; ' Maximum soil pressure; Minimum soil pressure; 1.412 -0.597 ksf ksf 1.500 1.500 ksf [2'(Wtl/L')] ksf 1 Footing reinforcement; 60 ' Hee/ design; Heel length; 0.667 feet Vertical reinforcin sacro ; 18 inches o/c Reinforcing #s bars at ', ", r36 inches o/c d; 8 00 inches Load factor As _ 0.103 in`/ft M, 0.166 ft-kips'�'1'7 ' On 3.663 ft -kips Vu Heel 0.669 kips/ft �Vn 8.160 kips/ft (Concrete strength only) ' Toe design; Toe length; 0.667 feet Reinforcing; #5 bars at 18 inches o/c d; 8°000 sr` inches AS 0.207 in`/ft ' Max. soil pressure; 1.412 ksf At face of wall; 0.724 ksf Load factor M 0.447 ft -kips --:'17,:a. W, 7.214 ft -kips Ve Toe 1.211 kips/ft P., 8.160 kips/ft (Concrete strength only) ' Longitudinal footing reinforcement' AS required = Area *.002 As min. 0.576 int AS 0.620 int Lateral sliding; Rw, fwa1i 0.000 kips/ft Min. AS 0.000 in Rbasedwall 0.451 kips/ft None at n 18, inches o/c Nla Calculate Wot' friction coefficient; Lateral sliding resistance; 0.267 kips/ft For class 5 soils; Lateral sliding resistance 0.000 0.000 kips/ft Limited to; 0.534 max (0,5'Wdl) Allowable lateral passive pressure 0.150 ksf/ft depth Consider footing for passive resistance? res Lateral passive pressure provided; 0.075 kips/ft [Footing only] Net resistance provided by footing only; 0.342 kips/ft [Footing only] Concrete slab at base of wall ? No • Slab thickness; 4x000 . inches Width of slab; 1g2�000 feet El ignore lateral sliding by inspection Resistance provided by slab; 0.000 kips/ft Total resistance; 0.342 kips/ft Factor of safety; 0.759 No good! Shear key required! Shear key must provide additional; 0.334 kips lateral resistance Shear key provides; 0.383 kips lateral resistance Calculate equivalent depth of key due to overburden,- verburden;Bearing Bearingpressure (p) / soil weight; Equivalent depth of shear key; 4.856 feet [Maximum 15'1 Allowable passive pressure; 0.728 ksf [at bottom of footing] Allowable passive pressure; 0.803 ksf [at bottom of key] Shear key depth; 6 00a ` inches Shear keythickness; 1.2 00 � F inches d X600 � inches Load factor M" 0.165 ft -kips X17 Reinforcing in key; #5 bars at 36 inches o/c AS 0.103 in1/ft Mn 2.73 ft -kips ' , 92 1 Wall framing - see plans— ' -o 1 0 Well -drained granular Vertical reinforcing: backfill, typical Vertical #5 bars at 18 inches o/ 8 in. thick concrete wall Horizontal #5 bars at 15 inch s o/ ' 4 f Retained height 4 in. Vertical dowels; 4 in. Vertical #5 bars at 18 inches o/ . ' O 9 a ' 8" 0Transverse ERMIrin. 2.00 feet #5 bars at 36 inc es o/ rated drain to daylight ' NG 12" 6" (2) continuous #5 bars 12" ' 24" Cantilevered concrete retaining wall; 4 ft. retained height Notes: Allowable soil bearing capacity: 1.50 ksf Maximum imposed axial load: 0.00 kips/ft ' Equivalent fluid pressure: 0.030 kcf Vehicle surcharge: 2.00 kips Material data: Concrete fc 2.500 ksi Steel Fy 60.00 ksi 63 Job; Description; General data; Wall construction; Concrete Configuration; Cantilevered Lateral load type; Soil pressure • Backfill slope; No slope • Allowable design stresses, - Soil; Class of materials (CBC); 14 1 User defined; Allowable bearing pressure; 1.500 ksf ksf Allowable passive; 0.150 ksf/ft depth "0ksf Lateral sliding coefficient; 0.250 0 Soil weight; fi 0.110: kcf Increase allowed for seismic/wind; Applied? No Concrete; ksi FY 60 -• ksi 2.500 ksi FY 60 - ksi E, -2= D OQ60QO, psi m 28.235 Flexural Shear Unit weight -:101,60 kcf We i `fl 000 Masonry; ksi FY 60 -• ksi E,?:q7k'o -90-0 psi Em 1125000 n 25.78 Unit weight ; = 0;:1a5�� kcf Fs 24.00 ksi Wall data Cantilevered wall may use varying thickness segments Actual Cutoff for Cutoff calculations Segment; (ft) (ft) (ft) Segment wd, Actual t (in) Actual d(in) Max. d(in) 1 0.000 to 2460 1.38 0.138 s.000 4.000 5.688 2 1.375 to 6.00 6.00 0.463 a.000 4.000 5.688 3 0.000 to 0.00" 0.00 0.000 0 0.000 0.000 Segment; b*d2 M(ft-kips) 1 192.00 1.353 2 192.00 0.657 3 0.00 0.000 Input user defined wall thickness; 000 " inches Override wall height for lateral sliding; ®:0`®; <; feet ❑ override? 1 ' Loading WpL Axial; kips/ft WLL Axial; kips/ft M1kcf Equivalent fluid pressure (EFP); Sloping backfill surcharge; 0.000 kcf Design EFP; 0.030 kcf Surcharge; Distance Surcharge P(kips) Description to wall(ft) height(ft) 2000` Vehicle 300.0 �``�'_. Input surcharge height; 0.505 feet feet 0000 Summary of lateral loads acting on wall (Cantilevered wall); ' w iecerai at top of wall; 0.0152 k/ft w iaci at bottom of wall; 0.1952 k/ft w,a�e�, at bottom of footing; 0.2252 k/ft Additional concentrated load at top of wall; ,0.0.00 k/ft Load type; N/A • Min. EFP for cantilevered walls designed for restraint;0?055. ;. kcf w lateral at top of wall; (Restrained wall); 0.028 k/ft ' w lateral at bottom of wall; (Restrained wall); 0.358 k/ft Uniform lateral load; 0:00.00, ; ksf Seismic/wind 1 1 1 . 1 1 1 1 1 1 1 1 1 1 1 Concrete stem design Load factor; 1.700` Segment 1 reinforcing: Factored design moment A); 2.300 ft -kips Max. allowable'd'; 5.688 inches d (in) AS Vertical reinforcing; #s bars at U1,151 inches o/c 4:'00 0.207 int/ft Horizontal reinforcing; #5 bars at inches o/c 0.248 in Temperature and shrinkage reinforcing; Vert. AS min. 0.144 int/ft �M, 3.49 ft -kips Horiz. AS min. 0.240 in'/ft Check if wall is overreinforced; Pb 0.018 0.75pb 0.013 Amax. 0.641 in21ft Check shear at base of wall; V 0.631 kips/ft V" 1.073 kips/ft �V, 4.080 kips/ft < x 2 x fC0'5 x d x 12 > Check dowel embedment into footing: Dowel size: #5 bars ldh 15.000 inches < (0.02' ye ' ?` ' fy) / (Y, 0-15) • db > < ACI 12.5.1 > Reduction factors: 0.700 < ACI 12.5.3a > 0.658 < ACI 12.5.3d > Idh 6.911 inches Ok! Segment 2 reinforcing; Factored design moment (Mu); 1.116 ft -kips Max. allowable'd'; 5.688 inches d (in) As Vertical reinforcing; #5 bars . atM-.incheso/c inches o/c gZ4t�000 0.207 inZ/ft Horizontal reinforcing; #5 bars at 0.248 inZ/ft Temperature and shrinkage reinforcing; Vert. AS min. 0.144 inz/ft �M, 3.494 ft -kips Horiz. AS min. 0.240 inZ/ft Segment 3 reinforcinq; Factored design moment (Mu); 0.000 ft -kips Max. allowable'd'; 0.000 inches d (in) AS Vertical reinforcing; None atMincheso/c inches o/c 0000 • 0.000 inz/ft Horizontal reinforcing; None at 0.000 inZ/ft Temperature and shrinkage reinforcing; Vert. AS min. 0.000 inz/ft 0.00 ft -kips Horiz. AS min. 0.000 inz/ft Check cantilevered walls to resist lateral forces when inadvertantly supported at top; ❑ Applicable? M max. 0.000 ft -kips Factored design moment (M,); 0.000 ft -kips M max occurs at; 3.42 feet Segment 2 Vertical reinforcing; AS 0.207 int d 4.00 inches 3.494 ft -kips Override reinforcing and 'd'dimension; ❑ Override? Vertical None . at inches o/c As 0.000 int/ft d >" 400X, inches Footing design; Toe length; X12',09 r inches Safety factor; 1.826 Heel length; 1.333 feet Soil pressure; 1.464 ksf Total footing length (L); 56100; o inches Allowable; ksf Footing depth; 12 00:,, , , inches Overturning and soil pressure; Consider ftg depth for gross OTM and sliding ? Yes Design overturning moment (OTM); 2.086 ft-kips/ft Ignore footing weight when calculating soil pressure? Yes Check stability and soil pressure; w Arm DLRM WDL 0.000 kips 1.333 feet 0.000 ft -kips WLL 0.000 kips 1.333 feet 0.000 ft -kips Segment 1 0.138 kips 1.333 feet 0.183 ft -kips Segment 2 0.463 kips 1.333 feet 0.617 ft -kips Segment 3 0.000. kips 1.333 feet 0.000 ft -kips Soil 0.880 kips 2.333 feet 2.053 ft -kips Keyway 0.113 kips 2.500 feet 0.281 ft -kips Footing 0.450 kips 1.500 feet 0.675 ft -kips WDL 2.043 kips MDL min. 3.810 ft -kips WDL +WLL 2.043 kips MDL+MLL 3.810 ft -kips Check safety factor against overturning; MDL min./OTM 1.826 > 1.5 Ok! Eccentricity (e); 0.656 feet [A/2-( M-OTM/ W] U6; 0.500 feet L' ; 2.531 feet [3'U2 -e] Resultant lies outside middle third of footing Allowed; Maximum soil pressure; 1.464 ksf 1.500 ksf [2'(Wtl/L')] Minimum soil pressure; -0.379 ksf 1.500 ksf 1 1 1 1 1 1 1 1 1 1 1 1 1 Footing reinforcement; Heel design; Vertical reinforcing spacing; 18 inches o/c Heel length; 1.333 feet Reinforcing 1 #5 bars I v at 36' ° " *' inches o/c d;4.8.00 ;�m:< inches Load factor AS 0.103 in`/ft M� 0.997 ft -kips `U a2 On 3.663 ft -kips Vu Heel 1.836 kips/ft 8.160 kips/ft (Concrete strength only) Toe design; Toe length; 1.000 feet Reinforcing; #5 bars at 18 inches o/c d;fl��000 �inches A8 0.207 in2/ft Max. soil pressure; 1.464 ksf At face of wall; 0.886 ksf Load factor M, 1.080 ft -kips On 7.214 ft -kips Vu Toe 1.997 kips/ft 01, 8.160 kips/ft (Concrete strength only) Longitudinal footing reinforcement; AS required = Area *.002 AS min. 0.864 inj 3, #s bars • As 0.930 in` Lateral sliding; oofwall 0.000 ki s/ft P Min. As 0.000 in` "base of wall 0.841 kips/ft None 7j at 1;8zz. a; inches o/c N/a Calculate Wilt' friction coefficient; Lateral sliding resistance; 0.511 kips/ft For class 5 soils; Lateral sliding resistance 0.000 0.000 kips/ft Limited to; 1.021 max (0.5"Wdl) Allowable lateral passive pressure 0.150 ksf/ft depth Consider footing for passive resistance? res • Lateral passive pressure provided; 0.075 kips/ft [Footing only] Net resistance provided by footing only; 0.586 kips/ft [Footing only] Concrete slab at base of wall ? No Slab thickness; 400EK inches Width of slab;feet El ignore lateral sliding by inspection Resistance provided by slab; 0.000 kips/ft Total resistance; 0.586 kips/ft Factor of safety; 0.696 No good! Shear key required! Shear key must provide additional; 0.676 kips lateral resistance Shear key provides; 0.738 kips lateral resistance Calculate equivalent depth of key due to overburden; Bearing pressure (p) / soil weight; Equivalent depth of shear key; 6.189 feet [Maximum 15'1 Allowable passive pressure; 0.928 ksf [at bottom of footing] Allowable passive pressure; 1.041 ksf [at bottom of key] Shear key depth; �9i00 inches Shear key thickness; ,r X12 OOa, ,. inches d 600 M inches Load factor Mo 0.480 ft-kips�17r` Reinforcing in key; #5 bars at 36 inches o/c As 0.103 in`/ft Mo 2.73 ft -kips Wall framing - see plan PERRI o Well -drained granular ' Vertical reinforcing: backfill, typical Vertical #5 bars at 18 inches o/ ' 8 in. thick concrete wall Horizontal #5 bars at 15 inch s o/ , wy 1 6 f Retained height 4 in. Vertical dowels; 4 in. Vertical #5 bars at 18 inches o/ �r 12".Min. lap = 2.00 feet " Transverse #5 bars at 36 incl ies of ' Perforated drain to daylight NG 9" (3) continuous #5 bars 12" 36" Cantilevered concrete retaining wall; 6 ft. retained height ' Notes: Allowable soil bearing capacity: 1.50 ksf Maximum imposed axial load: 0.00 kips/ft ' Equivalent fluid pressure: 0.030 kcf Vehicle surcharge: 2.00 kips Material data: ' Concrete fc 2.500 ksi Steel Fy 60.00 ksi Job; 05-008 Description;Site wall _ 8ft retained General data; Wall construction; Concrete i. f, Configuration; Cantilevered ksi FY Lateral load type; Soil pressure ksi ES Backfill slope; No slope psi m Allowable design stresses; 0.900 Flexural 0.850 Soil; Unit weight 0.150 ` Class of materials (CBC); 14 User defined; Allowable bearing pressure; 1.500 ksf 1.00.0 " 1. ksf Allowable passive; 0.150 ksf/ft depth 0.250 ksf Lateral sliding coefficient; 0.250 0.350 Soil weight;'` 0.11"0.` kcf Increase allowed for seismic/wind; 1.330 Applied? No Concrete; f, 2 500: ksi FY 6o ksi ES 79000000., psi m 28.235 0.900 Flexural 0.850 Shear Unit weight 0.150 ` kcf We 1.000 1.00.0 Masonry; fm 1:50,0 ksi Fy 160 ksi ES 29000000 psi Em 1125000 n 25.78 Unit weight -` 0.135 kcf FS 24.00 ksi Wall data Cantilevered wall may use varying thickness segments Actual Cutoff for Cutoff calculations Segment; (ft) (ft) (ft) Segment wd, Actual t (in) Actual d(in) Max. d(in) 1 0.000 to 3,00 2.38 0.238 a.000 5.500 5.688 2 2.375 to 8:00 8.00 0.563 4.000 5.688 3 0.000 to 0:60 0.00 0.000 0 0.000 0.000 Segment b'd2 M(ft-kips) 1 363.00 3.045 2 192.00 1.130 3 0.00 0.000 Input user defined wall thickness; 0:,00, inches Override wall height for lateral sliding; 0.00` , feet ❑ Override? Loading WpL Axial 0.000 kips/ft WLL Axial; 0;000 x kips/ft Equivalent fluid pressure (EFP); 0,030 kcf Sloping backfill surcharge; 0.000 kcf Design EFP; 0.030 kcf Surcharge; Distance Surcharge P(kips) Description to wall(ft) height(ft) 2DOQ Vehicle" �3 000;, ' , 0.505 feet Input surcharge height; : '0?;000feet Summary of lateral loads acting on wall (Cantilevered wall); w let,,, at top of wall; 0.0152 k/ft w,ate,, at bottom of wall; 0.2552 k/ft ' w iate,, at bottom of footing; Additional concentrated load at top of wall; 0.2952 k/ft k/ft Load type; • ,Q=G N/A Min. EFP for cantilevered walls designed for restraint; 0;;055 , kcf N w lateral at top of wall; (Restrained wall); 0.028 k/ft ' w lateral at bottom of wall; (Restrained wall); 0.468 k/ft Uniform lateral load; ksf Seismic/wind 1 1 , 1 1� Concrete stem design Load factor; ME0U Segment 1 reinforcing; Factored design moment (M,); 5.176 ft -kips Max. allowable'd'; 5.688 inches d (in) AS Vertical reinforcing; #5 bars v at • . r x ;,16�r ' inches o/c ,:4 ��,,� ,. 5.500 0.233 2 in /ft Horizontal reinforcing; #5 bars at 15 ' inches o/c 0.248 in2/ft Temperature and shrinkage reinforcing; Vert. AS min. 0.144 in2/ft On 5.47 ft -kips Horiz. AS min. 0.240 inZ/ft Check if wall is overreinforced, pb 0.018 0.751)b 0.013 Asmax. 0.882 in2/ft Check shear at base of wall, V 1.081 kips/ft V" 1.838 kips/ft On 5.610 kips/ft <02xfc°'5xdx12> Check dowel embedment into footing; Dowel size: #5 bars Idh 15.000 inches < (0.02' ye * X * fy)1( f, °'S )' db >' < ACI 12.5.1 > Reduction factors: 0.700 < ACI 12.5.3a > 0.947 < ACI 12.5.3d > Idh 9.939 inches Ok! - Segment 2 reinforcing; Factored design moment (M,); 1.920 ft -kips Max. allowable'd'; 5.688 inches d (in) AS Vertical reinforcing; 1 #5 barsv at 16 - inches o/c 4 000' 0.233 2 in /ft Horizontal reinforcing; #5 bars at X15 t'a inches o/c 0.248 in21ft Temperature and shrinkage reinforcing; Vert. AS min. 0.144 in'/ft �M� 3.899 ft -kips Horiz. AS min. 0.240 int/ft Segment 3 reinforcing; Factored design moment (Mu); 0.000 ft -kips Max. allowable'd!-, 0.000 inches d (in) AS Vertical reinforcing; None v at . �� ' 12 orches o/c �� 0 000 0.000 2 in /ft Horizontal reinforcing; None . at 1Y2 '', inches o/c 0.000 in2/ft Temperature and shrinkage reinforcing; Vert. AS min. 0.000 in2/ft 0.00 ft -kips Horiz. AS min. 0.000 in'/ft Check cantilevered walls to resist lateral forces when inadvertantly supported at top; ❑ Applicable? M max. 0.000 ft -kips, Factored design moment (M,); 0.000 ft -kips M max occurs at; 4.56 feet Vertical reinforcing; AS 0.233 int d 4.00 inches �M, 3.899 ft -kips Override reinforcing and 'd' dimension ❑ override? Vertical None • at Fff-77 inches o/c 1 1 1 1 1 1 1 1 1 1 1 1 Segment 2 AS 0.000 int/ft d 4:00 inches 071 1 1 1 1 1 1 Footing design; Toe length; X18 UOQ inches Safety factor; 2.304 Heel length; 2.333 feet Soil pressure; 1.433 ksf Total footing length (L); 54 00 inches Allowable; ksf Footing depth;, .1:6,00, w inches Overturning and soil pressure; Consider ftg depth for gross OTM and sliding ? res • Design overturning moment (OTM); 4.725 ft-kips/ft Ignore footing weight when calculating soil pressure? Yes • Check stability and soil pressure; w Arm DLRM WDL 0.000 kips 1.833 feet 0.000 ft -kips WLL 0.000 kips 1.833 feet 0.000 ft -kips Segment 1 0.238 kips 1.833 feet 0.435 ft -kips Segment 2 0.563 kips 1.833 feet 1.031 ft -kips Segment 3 0.000 kips 1.833 feet 0.000 ft -kips Soil 2.053 kips 3.333 feet 6.844 ft -kips Keyway 0.138 kips 4.000 feet 0.550 ft -kips Footing 0.900 kips 2.250 feet 2.025 ft -kips WDL 3.891 kips MDL min. 10.886 ft -kips WDL +WLL 3.891 kips MDL+MLL 10.886 ft -kips Check safety factor against overturning; MDL min./OTM 2.304 > 1.5 Ok! Eccentricity (e); 0.667 feet [A/24 M-OTM/ q 1-16; 0.750 feet 4.750 feet [3'U2 -el Resultant is within middle third of footing Allowed; Maximum soil pressure; 1.433 ksf 1.500 ksf [ Wtl/A,+ 6'Wtl'e/A^21 Minimum soil pressure; •0.104 ksf 1.500 ksf t OR 1 1 1 1 1 1 1 1 1 1 1 1 1 Footing reinforcement; Heel design; Vertical reinforcing spacing; 16 inches o/c Heel length; 2.333 feet Reinforcing #5 bars I at 3: . a inches o/c d; 129;0`'` inches Load factor As 0.116 in"/ft M, 4.072 ft -kips On 6.206 ft -kips Vu Heel 4.284 kips/ft On 12.240 kips/ft (Concrete strength only) Toe design; Toe length; 1.500 feet Reinforcing; #5 bars at 16 inches o/c d; ;2 000 inches A$ 0.233 in`t t Max. soil pressure; 1.433 ksf At face of wall; 0.981 ksf Load factor MU 2.452. ft-kips1h7 , W, 12.269 ft -kips V„ T. 3.077 kips/ft On 12.240 kips/ft' (Concrete strength only) Longitudinal footing reinforcement; AS required = Area' .002 AS min. 1.728 in' ,°6' #s bars • AS 1.860 in` �y Lateral sliding; Rtopofwali 0.000 kips/ft Min. AS 0.000 in` Rbaseofwall 1.448 kips/ft None at 4 18� inchesolc N/a Calculate Wot' friction coefficient; Lateral sliding resistance; 0.973 kips/ft For class 5 soils; Lateral sliding resistance 0.000 0.000 kips/ft Limited to; 1.945 max (0.5'Wdl) Allowable lateral passive pressure 0.150 ksf/ft depth Consider footing for passive resistance? res • Lateral passive pressure provided; 0.133 kips/ft [Footing only] Net resistance provided by footing only; 1.106 kips/ft, [Footing only] Concrete slab at base of wall ? No • Slab thickness; 4:000 u� inches Width of slab; r:. s < 12 OOD s feet El Ignore lateral sliding by inspection Resistance provided by slab; 0.000 kips/ft Total resistance; 1.106 kips/ft Factor of safety; 0.764 No good! Shear key required! Shear key must provide additional; 1.066 kips lateral resistance Shear key provides; 1.144 kips lateral resistance Calculate equivalent depth of key due to overburden; Bearing pressure (p) / soil weight; Equivalent depth of shear key; 7.860 feet [Maximum 15'] Allowable passive pressure; 1.179 ksf [at bottom of footing] Allowable passive pressure; 1.317 ksf [at bottom of key] Shear key depth; ;4100 inches Shear key thickness; y 's1r2'00 : inches 4600 inches Load factor Me 0.908 ft -kips Reinforcing in key; #5 bars at 32 inches o/c AS 0.116 in`/ft Mo 3.07 ft -kips 0 Wall framing - see plan r Well -drained granular Vertical reinforcing: backfill, typical Vertical #5 bars at 16 inches o/ ' 8.in. thick concrete wall Horizontal #5 bars at 15 inch s o/ 8 f Retained height �" ka j 4 in. �. Vertical dowels; aFF� 5.5 in. Vertical #5 bars at 16 inches ole -- 9 a. ' 18 0 , & Min, lap = . 3.00 feet Transverse #5 bars at 32 inc es o/r Perforated drain to daylight NG 16" (6) continuous #5 bars 12" 54" Cantilevered concrete retaining wall; 8 ft. retained height ' Notes: Allowable soil bearing capacity: 1,50 ksf Maximum imposed axial load: 0.00 kips/ft ' Equivalent fluid pressure: 0.030 kcf Vehicle surcharge: 2.00 kips Material data: ' Concrete fc 2.500 ksi Steel Fy 60.00 ksi 1 A PNS" �(� ��v _dpc� (E/zGE D 4PRIZ l6, ze7a) ,JA/D o 6 4 - 0 60-003 PAdIt s G— /s L FR 45? v4u EY C,4 95-969 T 530- 972- 3 V2 FkooD zoNE: x � It Sr rDACK' m Z Ve 7(I,R,u ' tR 47 Vb COLTER nMAG DIVISION - BUILDING PLAN APPROVAL! sc< _ �►�'h G Date: g S O Ll i�sing: _ e Landscaping: Other: �it�naiu�e: t4.JA Y y S G REL - �V r y . w, gv7'A-NE TAvx pia ® , v X22 109 5,1 ;��. 03 r to �Fc 7=" s- �,y„ Svv2cE vF 15 -- ........... - -.....tip ------------------- 0 M 0 m GRE 7E -A) 6 E -L /". X11 I - 20 A P/VS— (RE1?. (5:S -D APRIL /0", 2- eloL)i . 6,w o 1, 6 00-5 J -A 41E -5 GF1 S L FA 4q� V41-45>1 PARS} 615E, C14 95-96q -rcl- 3- 30- 97.,-7- 3 3-111 F/L o o.D z ov iE- : x -7- Ae - P7-/ 17' ('; R EE--� 6 E -L T— NNING DIVISION BUILDING PLAN APPROVAL C, Date: W-4ng:— Landscaping ;- CMpr. 5 ,2 C/ A C-- E OF - 0 r 0 ro c CZD P. i -7- Ae - P7-/ 17' ('; R EE--� 6 E -L T— NNING DIVISION BUILDING PLAN APPROVAL C, Date: W-4ng:— Landscaping ;- CMpr. 5 ,2 C/ A C-- E OF -