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066-220-002
t 066-220-002 PERMIT#9 3 DRAPER, John �Q 13605 South P r.,'.agaIia' Cont: N Coast Drywall ing'le Family 066-220-002 PERMIT#97-0973 LEWIS, Tom 13605 South Park Dr., Magalia New Single Family r��a�� 111.1 s i RE DEIVTIAL. 066-220-002 PERMIT#97-0973 LEWIS, Tom 13605 South Park Dr., Magalia New Single Family Ah OFFICE - i w OFFICE COPY FAddrj�ssate�� — IC Date? 7 ,• l Y it i. JOB FINALED (Date)�v— signature V=OK �• O = Not OKNot - '=NotReady ble MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements - Setbacks - Easements _ 2. Soils; Special MH Support Sketch ` I 3. Sewer, Location -Test -Fall -C/0 -Concrete 4. Water, Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap; / /'L'ft. / /Nat. or/ / L"ft./ /LPG 7. Well Clearance & Disconnect 8. Utility Clearance r Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size-Dep"pacing-Connectors-Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rttrs.-Connectors Shthg: Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric ` 8. Frrng.; Sils-AnchorsStuds-Rttrs-Trusses 9. Siding; Nailing Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 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 I - 4. Elec.; Receptacles and Lighting, Distance -GR 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/6 -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool LBhtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date - Card B-1 Date Card B-1 1 - _ % _ r 4 = OK O = Not No OK RESIDENTIAL (Single & Duplex) Not Applicable = Not Ready Date ZYNDERFLOOR (Plans) OK except #'s Card B-1 Date Card B-1 Hing-Setbacks-Easments-FI od-Slope Date g., Main; Soils-Elec. G ' Ftg. Depth . ,�Ja Garage; Soils-Steel-Elec. Grnd/ P' Ftg. Depth i 4° Ftg. Porches & Decks; Soils -Steel-/ t' Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. St mwalls, Garage; Steel-Blockouts-Wrapped 6p,Hold Downs and Special Anchors 7. Slab, St - rapped 8. P' FireDlace Fto.-Steel �.V{hPffEing-Test-2 Way C/O -Sewer Test 10. as Pipe; Size An�ard Gas Piping; Size Test 11. Water Pipe; T nchors-Regulator-Service Test 12. Electric JJaderciround I 1 15. Access & Ventilation 16. Insulation Date W,,,11<, Card B-1 d' Date Card B-1 Date Card B-1 Date Card E-1 Date UMBING rt except #'s Wat t- ss -,C rmbustion Air Baffle W.V. it Ings & r -Nail Protection 0. erPa , First Floor -Tub Access Tet Shower, Second Floor -Tub Access Gas Pipe; Sixe & Anchors Date 7ZULLn Card B-1 Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date Card B-1 ECTRICAL (Permit) OK except #'s Card B-1 23`Fixt Transformer Clearance -Ins. Protection Card B-1 24. I eptacles Spacing -Lights & Switches at Doors 26" -Size Boxes 8 19o. of Conductors Stapled 2 nstalled Close to Edge of Studs & C.J 6/1�27. ound made up w/Mech Fast?!Is-Bond s & W r Apce Circuts in Kitchen 8 Con u 29 ubfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al .,e uc. / ga u or AI -Oven Circ. / / ga Cu or AI al Yes 0 No ce-Rise uctors & Ground -Main Disconect 3 . E ances Panels-Motors-Mech. Epuip. 3 . es Closet Light -Shower Light -Spa Light Smoke Detector D�e�q.q-) Card B-1 r Date Card B-1 Date Card B-1 V Date Card B-1 Date CHANICAL (Permit) OK except #'s ucts Insulation & Support 3VVNan; Exhaust above insulation 37 Con a Drain 8 Overflow, Size &Grade 38. Furn!ppe-Ven t Access -Comb. Air -Return Air Vent 115 outlet 3 is Access & Platform if Furnace in Attic Date - Card B-1 � %� Date Card B-1 Date Card B-1 V Date Card B-1 Date ING (PI OK except #'s AQISiISB;eper Uderials & Anchors all St ailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Date _FRAM IId (Continued) 47. Cli . Joist-Rftr. Ties-Purlin-roff B TrLAs- g.-Rfng. ire ies or Type A Flue -Fireplace Throat clearance c A172 & Romex Prot - raft Stop -Ins. Baffles indows , ng Doors -Sill Hgt. & Dimensions 5T- Garage Fire Pr a tion Framing 52. Pro Firewall & Openings -Check Garage 3rd Story, 2 Exits .Sb. Iywood on Ho Mang -Attic Vents -Rafter Outriggers Siding- ing Veneer W-. Stulko Mesh-Dri creed -Fd. Vents-Underflr. Access 58. Glazing Are lass Protection- kylights-Plastic Shear IIs; Na" g -Bolts 0. ce Wa nels I ion -Walls -Ceilings Infiltration -Walls -Windows ate rd B Date Card B-1 Date ,/p 7 Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s (SQ) t Ste oor & Sidelight Protection -Landings moke Detector 65. Furnace; Vent learance-Comb, Air-Conector- In Ga ; Above Floor -Ducts -Meth. Protection 67,r.Ft' B0 Fixtures & Tib ACL ss -Spa 68. rim & Subpanel, Break Labels 69. 7 . ireplace or StolvwdearancwAearth 71. Elec. O at Wood_P el, Int. '& Ext. 72. Kit. Fixt. & Appli e; Ground. -Air Ga kin ance 73. Elec lets & Receoticales4r-Kit. un 76e'Vtr. Htc; Vents- rance-Comb. Air Connect�R.V. In Gar ove Floor-Mech. Protection - Protection 88' Guard rail eck#Construction-Post Caps 81. Fd,q,Vlents &Crawl Hole or Dr ood-Earth Clearance Looked u er Flo es 82. Following I ri es 0 No/Walks Q Yes Q No/Planters Yes 0.�K 83. Stu Br n -F' sh 85. Ven bove R Plbg-Appli e -Fireplace -CI ance to Openings 8 ater Disconnect, trical, Plumbing 87. for . Trim, GTI. Receptacle -Underground e Throught House 89.41aKs Protection 91. ,,E€wer Connectect-Vto Grade -HD Apr Compliance Certificate -Other Certificates Dat 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: k ' COUNTY OF BUTTE -DEPARTMENT OFDEVELOPkIIENTSERVICES- BUILDING DIVISION V 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541n7 _ PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ii 07_ ASSESSO PARCEL NUMBER =o" G_ BUILDING PERMIT RA _ e A t W`, LEPHON SO. FT. OCC. BUILDING VALUATION 5 3 R-3 83,322.00 NER'S DRESS 484 U 8,712.00 C NTRACTORS NAME TELEPHONE 27 C 357.00 CONTRACTORS MAILING ADDRESS STRU TI MEND ) " R'S LINADD ,� t Fireplace A 1,500.00 Total Valuation $ 93,891.00', HR OR GINEER . ♦ , t-- ! LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 612.50 . A HITECT OR ENGI 'S MAILING AD ESS ,rtR Y� Plan Checking Fee $ 348.10 BUI ING ADD S Energy Plan Checking Fee $ 23.00 13605 SOUTH PARK DR .,�CHICO PERMIT FEE $ 1,003.60 O UBONIS ION NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap L01 7.00 70.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 15.00 TYPE OF WORK New Q Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: _3 wIzalimL 90/_a-tw / Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S150. 00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service E00V oR LES9 2ooA oR LEss 23.00 23,00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, ill do the work, and the structure is not intended or offered for sale. W"017as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A .46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( d ACC. S. SO 3.50FT. 70.95 r",o RES DT M�ULCTI-OUTLET1. @7,50 APPARATuLIR.s 8 SINGLE OUTLET Ex. Occup. OUTLET OR FWURES zo @ 1.00 BAL @ .50 Ex. Occup. ourLEEDTs RES o.oEA 5.00 Temporary Service 23.00 2-3,00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ 136. 5 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation /drone hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shallTOTAL not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fort with comply with those provisions. ' _���_____ Date �7 Signature of Applicant - ltrUwner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in heigh MECHANICAL PERMIT Filing Fee 20.00 Heating 25-00 Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee Is occ - CONST. TYPE 17M I FEE $ HAL D. FE P IV FL DF p L Pp HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Datea efe Receipt No. 7_7_1 7? -8A 1?70.5ZS- WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Cal Y,OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION r 7 COUNTY CENTER DRIVE - OROVIL.LE, CALIFORNIA 95965 -TELEPHONE (916) 538-7541 ' PERMIT APPLICATION DATA SHEET OWNER:1 u e� ASSESSOR PARCEL NUMBER: (0(no - aaO '-O a07 Proposed Building Use: sl:� 38,'d Building Inspector: (/, . I i aT Date: - / 7 - Cl -3- At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted .------------------------------------------------------------------------------------- ❑ 2. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ El 6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- 0 8. Hazardous -Material Form. ------------------------------------------------------------------------------------------ ❑9. Manufactured Home data and installation instructions including Tie Down Specifications .------------------ ❑ 10. Fees of $ ------------------------------------------ 1 l I . Impact fees as shown on the aitached schedule.Q - -- 2 California Department of Fore p an approv feed ❑ 13. Flood elevation certificate. --------------------------------------------- *4. Sanitation and plot plan approval 04A a 4, Health Department. ❑ 15. City of Chico plumbing permit. ---------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. --- ❑ 17. Planning approval for (A) Use: (B) Parking: _ 4 -ZZ 1-7 �Z U (3 ❑ 18 -Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- Q�' 9. Encroachment Permit for driveway (construction approval prior to occupancy). -p? -j;2 S7�------- — - % 06? 020. Pre -inspection for required. Request to Building; Inspector on ,(Date) ❑21. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ ❑22. ers' Compensation carrier and policy number ----------------------------------------------------------- Owner -Builder Verification (Given to owner ; Mailed to owner 11) - -------------------------------------- 0 24 Letter of signature authorization. -------------------------------------------------------------------------------- 5. Recorded copy of Agricultural Acknowledgment Statement. ------------------------------------------ Letter of intent on building use.----------------------------------------------------------------------------------- ❑ 27. Manufactured Home utility clearance. ------------------------------------------------------------ ❑28. Existing violations and/or expired permits. --------------- w 1143 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 1130. Other: ------- you is thea permit, process as follows ❑ Mail to owner, ❑Mail to contractor. �T 1,phon'?e `� bb and hold for pickup at e office. ❑ Deliver with inspector. Applic Date: 5�- 2 �F7 Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Othe : Date: By: 1. Index pemait application'for the above items numbered: _ ❑ Plan Check Lisk, 2. Additional items required: r ' a Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑; mail,, ❑ Building -Division -counter, by Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, o er, was ise f the above r uired data b ❑ phone, ❑ mail, ❑ B it ' D ion anter, by Date: Plans reviewed by: Date: - u'9 Plans approved by: Date: Sets of plans on hold ' ❑Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. lI TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY Plot P g AttacBa�- Floor Plan Attached Tjg -> Sent to B.D. `i•ZI777 / Owner Location / AP# Plan Approved for- Sewage Disposal ✓ Water Supply: Public ✓ Private Well Clearance for ,''dwelling. Other Hold final for: Final clearance O.K. for: NOTE: I-iI �e Environmen 8/96 z Health Specialist Date ENCROACHMENT PERMIT. `COUNTY. OF •BUTTE' DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE, OROVILLE, CALIFORNIA, 95965 FAX: (916)=538-2140 .k , .y APPLICATION IIWE, the undersigned, hereby a under or over the county roads, information except signatureu' NAME: %111 T/w Iit/L MAILING ADDRES /:/P(0.4;_4 (0.4;_4 PHON LOCA 1. Cu 2. Dr 3. Ur 4. Ot 0105' In complii this form) SPECIAL CON permit to do the•following work finances and general, laws. (All on the back of All work shall conform to accompanying . Detail Plans Q. Special Conditions ❑. Date Issued: !Si 7 — 7, i Mike Crump • .j Director of Public Works Surety: Yes ❑ No.l❑ Expiration Date: 4O �T — / By NOTIFY COUNTY . 24 • HOURS BEFORE WORK IS TO BE DONE hone: '(916)=538-7681 PERMIT # PERMIT EXPIRES jf705-7S;g permit to do the•following work finances and general, laws. (All on the back of All work shall conform to accompanying . Detail Plans Q. Special Conditions ❑. Date Issued: !Si 7 — 7, i Mike Crump • .j Director of Public Works Surety: Yes ❑ No.l❑ Expiration Date: 4O �T — / By GENERAL CONDITIONS 1. It is understood and agreed that the County has prior right to the use of its rights of way. It is further understood and agreed by the Permittee that the doing of any work under this permit shall constitute an accept- ance of all the provisions contained herein and failure on the Permittee's part to comply with any provision will be cause for revocation of this permit. Except as otherwise provided for public agencies and franchise holders, this permit is revocable at any time. This permit is to be on job at all times while the work is being done. 2. All work shall be done sub'ect to the supervision of and to the satisfaction of the Public Works Department of the County of Butte. The permittee shall, at all times, during the progress of the work, keep the County Highway in as neat and clean a condition as is possible and upon completion of the work granted herein, shall leave the County Highway in a thoroughly neat, clean, and usable condition. 3. The Permittee agrees .bfthe ,acceptance of this permit to properly maintain any encroachment placed by the Permittee on any part of the County Highway and to immediately repair any injury to any portion of the highway, which occurs as a result of the encroachment, until such time as the Permittee may be relieved of the responsi- bility of such encroachment by the County Department of Public Works. 4. It is further agreed by the Permittee that whenever construction, reconstruction, or maintenance work upon the highway may require, the installation provided for herein shall, upon request of the County Department of Public Works, be immediately moved by and at the sole expense of the Permittee. 5. No material used for fill or backfill in the construction of the encroachment shall be borrowed or taken from within the county right of way. 6. At least one lane of any public -road, under the jurisdiction of the Board'of Supervisors of Butte,County, and other public roads junctioning or intersecting therewith, shall he kept open for, travel by the general public at all times. No public road -under the jurisdiction of the Board shall be •cl6sed tc travel by the gene -al public without special permission, in writing, of the Board of Supervisors. 7. The Permittee, by the acceptance of this permit, shall assume full responsibility for all, liability for personal injury or damage to property which may arise out of the work herein permitted or which may arise -out of the failure on the part of the Permittee to do the work provided for under this permit. In the event any claim of such liability is made against the County of Butte or any department, official, or employee thereof, the Permittee shall defend, indemnify, and hold them and each of them harmless for such claim. 8. All excavations shall be backfilled and compacted immediately after work therein has been completed. Trenches shall not be left open farther than 300 feet in advance of pipe laying operations or 200 feet to the rear thereof, unless otherwise permitted by the Engineer. Unless otherwise permitted under the Special Conditions, backfill shall be placed and mechanically com- pacted in such a manner that the relative compaction throughout the entire fill within the County road right of way shall conform to the percentage of compaction as stated below. Permittee shall notify foreman 24 hours before backfilling and/or paving. a. The relative compaction from the bottom of excavation to a plane five feet (5') below finish surface grades shall,be no less than ninety percent (90%) as determined by Test Meihod No. Calif..216-C of the Materials and Research Department, State of California, Transportation Department, Division of Highways, or other approv- ed test method. b. The relative compaction from a plane five feet (5') below the finish surface grade to said finish surface grade shall be no less than ninety-five percent (95%) as determined by the above testing method. Permit- tee shall bear all costs and responsibility for compaction tests. C. Material for use as trench backfill in any existing or proposed roadway section shall be sand, shall be placed in 8" lifts, and be compacted to a relative compaction of not less than 957o. Material for use as backfill in roadside gutter excavations shall be the native material and be compacted to a relative compaction of not less than 9057o, Any pavement cutting shall be scored, or saw cut before trenching. Minimum depth of cover over all underground facilities shall be 30 inches, except drainage culverts. All installations, parallel with roadway, shall be placed as close to the right-of-way line as possible. No portion of the backfill(s) shall be compacted by ponding or jetting. All pavements, curbs, gutters, sidewalks, borrow ditches, pipes, headwalls, road signs, trees, shrubbery, and/or other permanent road facilities impaired by or as a result of construction operations at the construction site(s), or at other ground(s) occupied by materials and/or equipment, shall be restored immediately upon back- filling of the excavation to the original grades and cross sections, and to a condition as good as, or better than, existed prior to the construction. All surfacing materials of roadways and driveway approaches cut or damaged by or as a result of construc- tion operations, shall be replaced within ONE WEEK following the backfilling of excavation, weather permitting, with compacted layers of surfacing materials at least as thick as the existing, and nYo•less than two inches (2") of asphalt concrete over eight inches (8") of aggregate base, accordiiig to current California State Specifi- cations. 9. Whenever necessary to secure permission from abutting propertyowners, such authority must be secured by the Permittee prior to starting work. ' 10. The future safety and convenience of the traveling public shall be given every consideration in the location and type of construction. Permittee shall cause to be placed, erected, and maintained all wargiug signals, lights, barricades, signs, and other devices or measures essential to safeguard travel by the general public over and at the site of work authorized herein. 11. If the construction work covered by this permit is to be done by a private contractor hired by the applicant, applicant shall notify contractor as to the special conditions and requirements contained herein. PRIVATE. DRIVEWAY DETAILS PIPE IF REQUIRED, .SIZE AND LENGTH TO BE EDGE OF EXISTING PAVEMENT FDETERMINED IN THE FIELD. FLOW LINE DITCH .. BY ROAD FOREMAN. b 6,REA MIN. TO BE PAVED 20 MAX. IO'M.IN.� PROPERTY LINE..-. NOTES: . PIPE TO BE C.S.P. OR EQUAL'(12"DIA.M.M.) 2.PAVING SHALL CONSIST OF 4" OF AGGREGATE BASE, MIN., AND 2OF ASPHALT CONCRETE, MIN. r COUNTY OF BUTTE Department of Public Works 7 County Center Drive Oroville, CA 95965 SPECIAL CONDITIONS FOR ENCROACHMENT PERMITS No ponding and Jetting under any roadway. All pavement removed shall be replaced with a minimum of eight inches of aggregate base and two Inches of asphalt concrete surfacing; or conform to existing structural section; or conform to special trench detail, whichever Is greater. All road crossings of pipelines shall be Jacked or otherwise forced underneath pavement without disturbing same, unless specifically approved by the Department of Public Works. Minimum depth of cover over all facilities shall be 30 inches. Material for use as backfill in any existing or proposed roadway section shall be sand, placed in eight -inch lifts and compacted to a relative compaction of not less than 95%. All drainage ditches and roadside gutters which are disturbed In the course of construction shall be reconstructed to the satisfaction of the Department of Public Works. Material for use as backfill in roadside gutter excavations shall be the native material, compacted to a relative compaction of not less than 90%. All installations will be placed as close as possible to the right-of-way line. Any pavement cutting shall be scored or saw cut before trenching. If the construction work covered under this permit is to be done by a private contractor hired by the applicant, applicant shall notify contractor as to the special conditions and requirements contained herein. A private contractor shall obtain his own permit and have insurance on file with Butte County Department of Public Works. When cable is to be burled in an existing roadside ditch, said ditch shall be paved whenever the road grade exceeds 6% and this paving shall extend down grade to the nearest cross culvert of drainage swale. Asphalt Concrete (AC) shall be Type B, 1/2" maximum, medium grading. Aggregate base (AB) shall be Class 2, 3/4" maximum, grading. ';i�'. 1J'Y`,�� 4�n1`>-��^�`�,�.iir�r'%d�.,�;�n;MFE�''"wct�..7%�-t'�'rrhkt�+��`+r*def.sY$.'"fn,`��'lfjt"h'"'�"�:..t.'F,jx."7�'tMT+t�` �:��.'S.+1«•.:ti�' �:,. COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE,- OROVILLE CA 95965 TELEPHONE (916) 538-754-1 SCHEDULE OF FEES DUE OWNER7�L/Y''1 A. P. # i�CoL-O-Oo� 4 ' G PROPOSED BUILDING USE �,�t a DATE 1. BUILDING PERMIT FEES -- Balance Due ................ $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ..... $ 2. SCHOOL DISTRICT FEES (paid at District Office) 3. SHERIFF FEES (p : at Building Division) Residential ........ x $360.00 = $ Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . • x =$ #Units Amt. Commercial (sq.ft.) .. x =$ Sq. Ft. Amt. 5. RECREATION DISTRICT FEE (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $ -5.00 (paid at Building Division) 07. SRA FRE p1SPECTION AND PLAN CHECK $89.00 (pa at Building Division) 8. WATER TENDER FEES (Battalion #' ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) REC # DATE REC 5%d l zr 5'-12- ef7 U B 2217 Sr2 5'-12-57— V 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. 'APPLICANT ��lfJ�-s--- �, DATE Original -Owner Copy -Building Div. (Rev. 12/96) OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. 'Please complete and* return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until' -this verification is -received. ~ ` ' . _i. . 1. I personally plan to provide the ajor labor and materials. for construction of the proposed }~ property imp vement ..YESNO 13 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: AME:ADDRESS• CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired.the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNE SOCIAL SEC TY NUMBER: DATE: - - NOTE: This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER I I OWNER BUILDER INFORMATION ' I Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified.: . For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies*for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have'a business license from the city or county. They are also required bylaw to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire_ project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not cavy out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. i rely, Mic el C. Vi ira, C.B.O. Ma ger, Building Inspection NOTE. This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. OVER MAY -08-97 THU 99:14 AEC GROUP 915+892+0393 P.01 PHL ARCIIITFsCTURE PLANNING May gr 2997 ENGINEERING Butte County Building Dept. Larry J. Warner Plan Check Officer ARCRvrFCT A.I.A Re: Authorization for use of Drawings. To whoin it may concern: We give Tom Lewis authorization to use documents prepared by Larry Warner, PHL Architecture, for the construction of his home. Sincerely, Jill M. Wavier , i xoisinta �ru�'nng acing . xyK�o� . 916-892-8008 M Williamsburg Chico, CA 95926 Aud when recorded mail to: Iluildiog Division N7 County Center Drive Oroville, Ca. 95965 97-0187001' Recorded I Official Records I County of I Butte Candace J. Grubbs Recorder 3:34pm 20 -May -97 Rec Fee IHF Check 5.00 2. 00 i 7.00 PUBL XX 1 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-3 of the Butte County Code requires this acknowledgment to be rem dMr 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: -5-- ( 'zF -9 '7 PROPERTY OWNERS: State of California County of On S-19-91 14 i• . m J _ • before me, W • J . L-A MSE 12.E) N.-OTAI-Al 'Pv ZL-t c_ personally appeared—M01"S MM12-t`rT LI w1S AND -tAmm Sve lj W IS knoVM4o49e4W proved to me on the basis of satisfactory evidence) to be the person(s) whose names) is/am subscribed to the within instrument and acknosvled-ed io me that hu4she/they executed the same in-lds&er/their authorized capacity(ies), and that by his/her/their signaturc(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. W. J. LAMBERT III � I COMM. # 1109367 D rte NOTARY PUBILC-CALIFORNIA Signature »`' 4+tai:` 'Seal^'ji Q COUNTY OF BUTTE w O' My Comm. Expires Sept. 20, 2000 Nary *to RECORD Kit: DO NOT RECORD THIS SIDE A-A. AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT Instructions for recording Agricultural Statement of Acknowledgement: 1. Insert the legal description of the property in the space provided on the other side of this form. The legal description is the narrative description of the property - which will be on your deed. If you don't have access to the deed. the Recorders Office can provide this information. ( The description may be handwritten or typed in the space provided or attached on a separate sheet if more space is required). 2. Property owners must sign in the presence of a Notary Public and have the form notarized. 3. Make a copy of the form and then take the original 'and copy to the Recorder's Office at 25 County Center Drive, Oroville (the Administration Center building). The Recorder will record both the original and copy. They will keep the original and return the copy to you. Just bring the copy back to the Building Division at 7 County Center Drive. RECORDER'S FEES: 56.00 - 1st. Page S3.00 - Each Additional Page RECORDER'S OFFICE HOURS: 9:00a.m. - 3:OOp.m. (Monday - Thursday). OVER r!t+,�v'i, ,; rceTK`^tZ''iy "�v`'.""' "`'"t�"J�"'r' ..['�.• "{'�+'^y�y'"•gVrnr i�gfw �`�itYj' r" V.1rYr �'7�"'"` T.7�t �`•/i. r3 ) School District A.P. Number Property Owner n BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION •FORM (One form per Building) PaAxLe� Building Department No. Jurisdiction: City. County Property Location/Address 'Subdivision l' Lot No. C� 0(0 i,. Residential Development ® Sq. Footage No of Living Mobile Home Addition (Group R) Units Installation Commercial/Industrial Sq. Footage New Addition Building Department Representative (Floor Plans reviewed.by School District Personnel) Date Dis 'ct Identification No./ 9,"'O '79 School District certifies that / (Applicant) (Street Address) (City) has complied with the requirements of Resolution No. representing / J �J�3 square feet. School District Representative I -Lr -Paid by Check # Remarks: (Phone Number) (State) (Zip Code) uncivamg rxierior Roofed Areas) by Payment of $�p�3 B 2926 $ ULL MITIGATION $ Date % Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days. from the date fees are paid. Failure to submit a timely written protest will prohibit' you from challenging the imposition of the fees in any court action.. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district):. feeform.xis (2/97)dmm 0 Or '"'COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES-BUILDINGDIVISION >.7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSE$SgAPARC NUM ER G/7A/O r zGN}^Ia` ►� BUILDING PERMIT ER !Q ; 3WNERS TELEPHON`� -N/ SO. FT. OCC. BUILDING VALUATION W ADDRESS V � � • C NTRACTOR'S NAME / TELEPHONE '27 357.W CONTRACTORS MAILING ADDRESS STRV T N LEND ` ADo /jG s e C I!- Q / Fireplace • 00.00 Total Valuation $ s HR ORGINEER `- 4 c- LICENSE NO. O, Filing Fee $ 20.00 Permit Fee $ 612.50 HITEC OR ENGI 5 MAILING ASD 1KESS �o o� 7 Q iA!T Plan Checking Fee $ S48.10 BU ING ADDR S Energy Plan Checking Fee $ 23.00 13605 SOUM PARR DR CHICO PERMIT FEE S 1,003.60 O usDrvlsroNjSNAME p I •/ EJ PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 101 7.00 70.00 Solar or heat pump water heater 1 23.00 Water piping 1 15.00 15.00 Each as water heater or vent 15.00 15.00 TYPE OF WORK New 8 -"Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 3 1B P&nxaf�(J.��r J� C�ka Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE S 150. Q0 V ELECTRICAL PERMIT Filing Fee 20.00 aoov oROLEss Main Service 2o0A R LESS 1 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am_ licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class LIC. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, VIII do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service ( 200A To 1000A 46.00 NEW CONST. ( DWELLING Occup. 3.5¢F°: 70.95 NEW CONST. MUICOUTLET NON•RESID. ANC , c @7.50 PowER APPARus A SINGLE OUTLETArCIR. EX. OCCUp. OUTLET OR FIXTURES BAL @ 1:50 Ex. Occup. ouTLEr-Drs RES D.OE. 5.00 Temporary Service 23.00 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 136.95 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 1 20.00 Heating 25.00 Cooling 25.00 Hood 6.50 6.50 Ventilation 2 4.50 9.00. PERMIT FEE S 85.50 Policy Number (The above sections need not be completed if the permit is for work of a valuation one hundred dollars ($100) or less.) C_ I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the r workers' compensation provisions of section 3700 of the Labor Code, I shall folplwitli comply with those provisions. _ _�Date Signature of Applicant - 111000wner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction(. of structures over 3 stories in height., Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ R_3 CONST. TYPE yN TOTAL FEE $,1 421 -S5 HA2. D FESS Ijd P� FL cDF p�2 Mp„ ISSUE V This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. f ' * .f / 'r By t Date I 1 _ PERMIT EXPIRES ON Data Receipt No. ZZ $� I87U. JS` WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 CORRECTION NOTICE OWNER / PERMIT NO. A routine inspec i'on indi tes that the following violations of Butte County Ordinances exist at the above ad as and houId be corrected. Please notify this office when correction of work is complete . If y u h ve any questions pertaining to this matter, or need additional explanation, please c tac hi office immediately. 1 1� r Mn.1,9r-D 0,,; --i , : - -1-. , -,_/n �a Ili Date Inspector REV 10/92 COUNTY OF BUTTE BUILDING DIVISION''` DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road,=Paradise, CA - (916) 872-6307 CORRECTION NOTICE 9 +3 OWNER PERMIT NO*. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and sh Id be corrected. Please notify this office when correction of work is completed. If yo a any questions pertaining to this matter, or need additional explanation, please cont this office immediately. I1/� ■ 1:� s K 1_ —, .I i Lj Date Inspector REV 10/92 I i COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 ` CORRECTION NOTICE n i 3 • /� '`i' MIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at *' the above address and should be corrected. Please notify this office when correction of work A is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date Inspector REV 10/92 CERTIFICATION OF INSULATION ADDRESS OR TRACT SACRAMENTO INSULATION CONTRACTORS LOT M VIP.O. BOX 854, WEST SACRAMENTO, CA 95691 LIC. #202026 16M (&it"s P.O. BOX 4146, STOCKTON, CA 95204 LIC. #202026 ❑ P.O. BOX 1631, RENO; NV 89505 LIC. #10675 � �• �r� ❑ P.O. BOX 9651, FRESNO, CA 93793-9651 LIC. #202026 l ❑ 6470 B SOUTH PROCYON AVE., LAS VEGAS, NV 89118 LIC. #10675 ' V l� DATE INSULATION CCOOiMP/METEDI -� X /;/I ( SQUARE FEET) ( SQUARE FEET) ( SQUARE FEET) TYPE OF INSULATION TYPE OF INSULATION TYPE OF INSULATION MATERIAL FIBERGLASS MATERIAL FIBERGLASS MATERIAL FIBERGLASS FORM 1 ' BATTS FORM BATTS & BLOW FORM BATTS MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D MANUFACTURER'S PRODUCT I.D. MANUFACTURER MANUFACTURER MANUFACTURER OCF OCF OCF x REMARKS: .SIC -303 BUILDER COPY R - VALUE INSTALLED APPLIED THICKNESS R - VALUE INSTALLED APPLIED THICKNESS MIN. INSTALLED WEIGHT PER SQUARE FOOT R - VALUE INSTALLED APPLIED THICKNESS blew 1 y KNEE WALLS IF R -VALUE IS OTHER THAN WALLS ABOVE MATERIAL FIBERGLASS FORM BATTS R VALUE MANUFACTURER OCF AIR INFILTRATION SEALANT MATERIAL -Fo Gk -w\ MANUFACTURER W R GRACE THIS IS TO CERTIFY THAT INSULATION AND/OR SEALANT HAS BEEN INSTALLED IN CONFORMANCE WITH APPLICABLE CODES, MATERIAL STANDARDS AND REGULATIONS. • SIGNATURE ULATION CONTRCTOR LAZ-MANAGER TITLE DATE / 9 ! /9-7 U SIGNATRE-G ERAL CONTRAC OR TITLE DATE REMARKS: .SIC -303 BUILDER COPY Tom Lewis P.O. Box 3929 Chico, CA 95927-3929 Re: Permit appin #97-0973 -:utte Count BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA, 95965;3397 TELEPHONE: (916) 538=7541 FAX: (916) 538-2140 May 21, 1997 A.P.# 066-22-0-002 With reference to the above subject,. attached is: [ x] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans [ ] Other Action Required: ( x] Comply with Plan Check List [ ] Resubmit Plans with Revisions As Required [ ] Return All Original Materials and Revised Plans to the Building Department [ ] Other Should you have any questions, please contact this office at the address or phone number listed above. Sincerely, MARTHA WHITNEY cc: Larry J. Warner PLAN CHECKER II 2059 -Forest Avenue, Suite 6 Chico, CA 95928 s c PERMIT APPLICANT TnM T.RWT4 ASSESSOR PARCEL NO. 066-99-n-nng DATE MAY The above referenced building plans were reviewed by this office. Provide additional information and/or make appropriate revisions to plans, specifications, and calculations as follows: 1. Energy Calcs: (a) Provide location and number and size of all skylights (Note to plan not adequate) (b) Square footage is 1534 (c) There is 87 sq. ft.of glass on west elevation. (d) Where on plans is 4 sq. ft. of glass (east elevation)? If there is glass on door over 1 sq. ft., you. must include entire door. (20 sq. ft.) 2. SRA will require Class A or B roof and enclosed eaves at 15' to property line. Plan will be so noted. 3. Moss Lumber is sending two new sets of truss calcs. Submitted calcs were unusable because fax machine did not copy correctly. DO NOT FAX TRUSS CALCS. 4. PLAN .IS IN LINE FOR STRUCTURAL REVIEW. If you wish to discuss any requirements, you may contact me at (916) 538-7541 between 1:00p.m. and 4:00 p.m., Monday through Thursday. RESIDENTIAL PLAN CHECKING GUIDE SLNGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY OWNER: ern 6 5 BUILDINGPERMITNUMBER: q7-- 097-3 PLAN CHECKER: NJ VV A P. NUMBER: 0(11 b GENERAL 1. Zoning requirements: (side yards and number of permitted living units). 2. Valuation. Plans signed by designer. Proper description of work on application. Existing violations on property. ®/ Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). �7 Recorded notice of violation. PLOT PLAN: Complete parcel size and dimensions. Setbacks, side yards, easements, etc. Other buildings or structures. Grading, fills and/or drainage. Flood hazard. Special conditions on creation map (Noise, S.RA., Fire Sprinklers, Water Tender, Trees, etc.). F.A.U. & F.A.S. road setback. Building or utilities across lot lines (Record form). Complete to scale plan with dimensions. Required windows for light and ventilation (Section 1203). Required windows for second exit (Section 310.4). Skylights (Section 2409 & 2603.7). Glazing in Hazardous Locations (Section 2406). Required room sizes, ceiling heights (Section 310.6). G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical Location of water heaters, heating and cooling equipment, other electrical Garage firewall, door size and closer (Section 302.4). Minimum of one 3'0" exterior door (Section 1004.6). Fireplace and wood stove location, alcoves and clearance. Smoke detectors (Section 310.9.1). ,W. Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS• equipment. or gas equipment. Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). Standard bracing or engineered design (Section 2326.11.3). Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. Floor constriction details complete enough to construct building. Elevations and wall construction details complete enough to constrict building. Roof construction details complete enough to construct building. Rafter ties or bearing ridge beam. Fireplace construction details and calc. if necessary. Garage door and/or porch header sizes. Stud heights. Adobe soils - special foundation design. Retaining walls requiring design. Special Inspection requirements. Header size. Sheetrock nailing inspection required? July 1996 3.2 S ECEMS TO LOOK OUT FORd / Stairway details: landings, rise and run, head clearance, handrails (Section 1006). 2/ Guardrail details (Section 509). /3 Brick or stone veneer (Section 1403). Exterior -plaster - weep screeds (Section 2506): Proper" roof pitch for roof covering (Section 1501). Roof covering type - (fire hazard). / Foam insulation - protection. �s 36" halls and stairways. Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts. ,W"' Two exits on three - story dwellings (Section 1003). X. Underfloor access and ventilation (Section 2317.7). Jai Attic access and ventilation (Section 1505). Combustion air for fuel burning appliances - L.P.G. requirements. 5,4, Noise requirements on duplexes. Energy design. Flashing at all exterior openings. C.D.F. responsible area requirements. July 1996 3.3 CERTIFICATE OF COMPLIANCE: Residential Page 1 CF -1R -------------------------------------------------------------------------------- Project Title: Single Family Residence 6L.Ewlsd Run: 133 28 -May -97 Project Address: BASE HOUSE Magalia, CA Building Title: 154•3 S.F. SFR Building P��it # Document Author: Larry J. Warner AIA ` qY-- 0115 Telephone: Larry J. Warner AIA Plan ck / Date Compliance Method: CALRES2 Version 1.31 Field dheck / Date Climate Zone: 11 GENERAL INFORMATION Conditioned Floor Area: 1534 ft2 Building Type: SFD Single Family Detached Building Front Orientation: 111 deg (East) Number of Dwelling Units: 1.00 Floor Construction Type: Raised floor BUILDING SHELL INSULATION Component Insul Assembly Type --------------- R -value U -value Door -------- 0 -------- 0.330 Door 0 0.330 Wall 13 0.088 Wall 15 0.079 Wall 15 0.078 Ceiling 38 0.025 Floor 19 0.008 FENESTRATION Location/Comments ---------------------------------------- Outside Unconditioned Unconditioned Outside Outside Attic Crawlspace Window East 6.0 0.500 2 Std Drape Bug Screen OH+Fins Wood ---pro vide door w 441 1 Cto5 -tS•i LVL .s �'� � 0 • - Sass or revise ca- ce.,6 ore. Pt •%,m.1 THERMAL MASS Area Thick Type Exposed? (ft2) (in) Location/Comments ----------------- ----- ----- ---------------------------------------- Floor No 1534 4.0 Crawlspace �, Ie, Cr Area U- Interior Exterior Overhang Frame Orientation ----------------- (ft2) ----- value ----- Panes ----- Shading Shading and Fins Type Window East 26.0 0.520 2 ---------- Std Drape ---------- Bug Screen -------- OH+Fins -------- Vinyl Window South 7.5 0.520 2 Std Drape Bug Screen Overhang Vinyl Window East 47.5 0.520 2 Std Drape Bug Screen Overhang Vinyl Window North 36.0 0.520 2 Std Drape Bug Screen None Vinyl Window West 87.0 0.520 2 Std Drape Bug Screen Overhang Vinyl Window South 20.0 0.520 2 Std Drape Bug Screen None Vinyl Window East 6.0 0.500 2 Std Drape Bug Screen OH+Fins Wood ---pro vide door w 441 1 Cto5 -tS•i LVL .s �'� � 0 • - Sass or revise ca- ce.,6 ore. Pt •%,m.1 THERMAL MASS Area Thick Type Exposed? (ft2) (in) Location/Comments ----------------- ----- ----- ---------------------------------------- Floor No 1534 4.0 Crawlspace �, Ie, Cr CERTIFICATE OF COMPLIANCE: Residential Page 2 CF -1R Project Title: Single Family Residence Run: 133 28-May-97 --------------------------------------------------------------------- HVAC SYSTEMS Duct Location Type Efficiency and R -value -------------------------- ---------- ------------- Furnace 0.78 AFUE Attic R-4.2 Air cond. -- central split 10.00 SEER Attic R-4.2 WATER HEATING SYSTEMS Distrib Water Water # of Energy Volume Wrap System Name Type Heater Name Heater Type Htrs Factor (gal) R-val ------------------------------------------------- ---- ------ ------ ----- Std-Heff_Gas Standard Std-Heff_Gas Storage gas 1 0.63 50 12 WATER HEATING SYSTEMS MISC Solar savings Solar system Wood stove Wood stove System Name fraction type boiler? boiler pump? ------------ ------------- ------------ -- ------------------- Std-Heff_Gas -- -- No No WATER HEATER/BOILER DETAILS Water Recovery Heater Name Efficiency AFUE ---------------------- ---- Std-Heff_Gas 760 -- Rated Pilot Input Standby Tank Light (kBtuh) Loss. R -value (Btuh) --------------------- ------ 36.00 -- -- -- HYDRONIC DISTRIBUTION AND TERMINALS Pipe System/Name Type Number run (ft) -------------- ------------- ------ -------- None SPECIAL FEATURES, REMARKS, AND NOTES None Pipe Insul Insul diam (in) thck (in) R -value --------- --------- ------- CERTIFICATE OF COMPLIANCE: Residential Page 3 CF -1R Project Title: Single Family Residence Run: 133 28 -May -97 COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with the Energy Standards in Title 24, Parts 1 and 6, of the California Code of Regulations, and the Administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features, Remarks, and Notes section. DESIGNER OR OWNER Larry J. Warner PHL Architecture 2059 Forest Ave. Chico, CA 95928 916-892-8008 DOCUMENTATION AUTHOR Larry J. Warner AIA + Engineering AEC Group 2059 Forest Ave. Larry J. Warner AIA Lic #. rORCEMENT Date SS AGENCY fy Name: Title. Agency: _ Telephone: Signed Date Date COMPUTER METHOD SUMMARY Page 1 C -2R -------------------------------------------------------------------------------- Project Title: Single Family Residence Run: 133 28 -May -97 Project Address: C-aeemte BASE HOUSE Magalia, CA Building Title: 1543 S.F. SFR Building Permit # Document Author: Larry J., Warner AIA Telephone: Larry J. Warner AIA Plan Check / Date Compliance Method: CALRES2 Version 1.31 Field Check / Date Climate Zone: 11 ENERGY USE SUMMARY (kBtu/ft2-yr) Energy Use Standard Design --------------- --------------- Space Heating 13.95 Space Cooling 13.46 Water. Heating 13.98 Total 41.39 GENERAL INFORMATION Proposed Design --------------- 10.56 13.35 11.38 -------- Complies 35.29 Yes Conditioned Floor Area: 1534 ft2 Building Type: SFD Single Family Detached Building Front Orientation: 111 deg (East) Number of Dwelling Units: 1.00 Number of Stories: 1 Floor Construction Type: Raised floor Number of Conditioned Zones: 1 Total Conditioned Volume: 12272 ft3 Conditioned Footprint Area: 1534 ft2 Ground Floor Area: 1534 ft2 BUILDING ZONE INFORMATION Floor Zone Area Volume Thermostat Name (ft2) (ft3) Type Type ------------ ------- -------- ------------- ------------ HOUSE 1534 12.272 Conditioned CEC_Standard OPAQUE SURFACES Surface Area Type ---------- (ft2) ------ Zone = HOUSE (ft2) Door 20.0 Door 20.0 . Wall 156.0 Wall 100.0 Wall 9.5 Wall 9.5 Wall 212.0 Wall 39.0 Wall 313.0 Vent Vent Height Area (ft) (ft2) 2'0" 20.3 U- Insl Tru S1r Construction value Rval Azm Tlt Gns Type Location/Comments ----- ---- --- --- --- ------------ -------------------------- 0.330 0 111 90 Yes CEC_30-Wood Outside 0.330 0 111 90 No CEC_30-Wood Unconditioned 0.088 13 111 90 No W13.2x4.16 Unconditioned 0.079 15 111 90 Yes W15.2x4MS Outside 0.079 15 156 90 Yes W15.2x4MS Outside 0.079 15 66 90 Yes W15.2x4MS Outside 0.078 15 21 90 Yes W15.2x4SS Outside 0.079 15 21 90 Yes W15.2x4MS Outside 0.078 15 291 90 Yes W15.2x4SS Outside COMPUTER METHOD SUMMARY Page 2 C -2R Project Title: Single Family Residence Run: 133 28 -May -97 OPAQUE SURFACES continued Surface Area U- Insl Tru Slr Construction Type ---------- (ft2) ------ value ----- Rval ---- Azm --- Tlt Gns Type Location/Comments Wall 228.0 0.078 15 201 --- 90 --- Yes ------------ W15.2x4SS -------------------------- Outside Wall 39.0 0.079 15 201 90 Yes W15.2x4MS Outside Ceiling 881.0 0.025 38 111 12 Yes R38.2x4.24 Attic Ceiling 653.0 0.025 38 -- 0 Yes R38.2x4.24 Attic Floor 1534.0 0.008 19 -- 180 No FC19.26.192 Crawlspace PERIMETER LOSSES Insul Perimeter Length F2 Insul Depth Type (ft) Factor R-val (in) Location/Comments None FENESTRATION SURFACES . Glazing Fenestration Area Tru Open Frame Charactr Name -------------- Type ---- (ft2) Azm Tlt Type Type Name Comments Zone = HOUSE ----- --- --- ------- -------- ------------ ---------------- F-1 Wind 20.0 111 90 Slider Vinyl CLR/VINYL F-2 Wind 7.5 156 90 Fixed Vinyl CLR/VINYL F-3 Wind 40.0 111 90 Slider Vinyl CLR/VINYL F-4 Wind 7.5 66 90 Fixed Vinyl CLR/VINYL F-5 Wind 6.0 111 90 Fixed Vinyl CLR/VINYL L-1 Wind 20.0 21 90 Slider Vinyl CLR/VINYL L-2 Wind 8.0 21 90 Slider Vinyl CLR/VINYL L-3 Wind 8.0 21 90 Slider Vinyl CLR/VINYL B-1 Wind 40.0 291 90 Slider Vinyl CLR/VINYL B-2 Wind 9.0 291 90 Slider Vinyl CLR/VINYL B-3 Wind 32.0 291 90 Slider Vinyl CLR/VINYL B-4 Wind 6.0 291 90 Slider Vinyl CLR/VINYL R-1 Wind 20.0 201 90 Slider Vinyl CLR/VINYL FD -1 Wind 4.0 111 90 Fixed WdDoor CLR/WD FD -SL Wind 6.0 111 90 Fixed Wood CLR/WD GLAZING CHARACTERISTICS Glazing Charactr Glazing # of U- SC Gls Interior SC Int Exterior SC Ext Name ------------ Type --------- Panes ----- value ----- Only Shade Type Shade Shade Type Shade CLR/VINYL Clear 2 0.520 ------ 0.880 ---------- Std ------ Drape 0.780 ---------- ------ Bug Screen 0.870 CLR/WD Clear 2 0.500 0.880 Std Drape 0.780 Bug Screen 0.870 COMPUTER METHOD SUMMARY Page 3 C -2R Project Title: Single Family Residence Run: 133 28 -May -97 OVERHANGS Fenestration Name Height Width F-1 41011 51011 F-2 51011 11611 F-3 551011 81011 F-4 51011 11611 F-5' 610t1 11011 B-1 61811 61011 B-2 3 1 011 3 1 011 B-3 41011 81011 B-4 3 1 011 2 1 011 FD -1 21011 21011 FD -SL 61011 11011 FINS Fenestration Name Height Width F-1 41011 510t1 F-5 6 1 011 11 011 FD -1 21011 21011 FD -SL 61011 11011 THERMAL MASS Fenestration Winter Summer Targetted Name Fraction Fraction Thermal Mass Comments ------------ -------- -------- ------------ -------------------------------- None Above Left Right Cond- Depth ------ Glazing Extension Extension Area Thck 21011 21011 --------- --------- 811 4 1 611 -------- --------- 231611 Mass Name -------------- (ft2) ----- 2 1 011 Cap 811 181311 131311 Location/Comments Zone = HOUSE 21011 ---- 811 201311 41911 ---- ------------------------- 21011 394.0 811 281311 31311 FC19.26.192 126 2 1 011 FLOOR -2 811 131611 181611 0.60 FC19.26.192 21011 Crawlspace 811 31811 44141 21011 811 171611 331611 21011 811 401011 61011 21011 811 251611 261611 21011 811 101911 201311 21011 811 101911 211311 -------------------------- Left Fin Right Fin Exten Dist -------------------------- Exten Dist Fin Fin above to Fin Fin above to Depth ------ Height ------ glzng ----- glzing ------ Depth Height ------ glzng glzing 2210t1 91011 21411 611 ------ -- -- ----- -- ------ -- 51011 91011 21411 31611 51011 91011 21411 611 51011 91011 21411 911 551011 91011 21411 21311 51011 91011 21411 911 51011 91011 214t1 31311 Fenestration Winter Summer Targetted Name Fraction Fraction Thermal Mass Comments ------------ -------- -------- ------------ -------------------------------- None Vol Cond- Area Thck Heat duct- Construction Insd Mass Name -------------- (ft2) ----- (in) Cap ivity Type Rval Location/Comments Zone = HOUSE ---- ---- ----- ------------ ---- ------------------------- FLOOR -1 394.0 4.0 27 0.60 FC19.26.192 126 Crawlspace FLOOR -2 1140 4.0 27' 0.60 FC19.26.192 126 Crawlspace SOLAR GAIN DISTRIBUTION Fenestration Winter Summer Targetted Name Fraction Fraction Thermal Mass Comments ------------ -------- -------- ------------ -------------------------------- None COMPUTER METHOD SUMMARY Page 4 C -2R Project Title: Single Family Residence Run: 133 28 -May -97 HVAC SYSTEMS System Name -------------- Zone = HOUSE GasFurn.78 ACsplit10 Duct Location System Type Efficiency and R -value -------------------------- ---------- ------------- Furnace 0.78 AFUE Attic R-4.2 Air cond. -- central.split 10.00 SEER Attic R-4.2 WATER HEATING SYSTEMS Distrib Water Water # of Energy Volume Wrap System Name Type Heater Name Heater Type Htrs Factor (gal) R-val ------------------------------------------------- ---------- ------ ----- Std-Heff_Gas Standard Std-Heff_Gas Storage gas 1 0.63 50 12 e i LIMITED STRUCTURAL CALCULATIONS FOR SINGLE FAMILY RESIDENCE or VON IL, JOB SITE APN: - - - MAGALIA, CA P11L ARCHITECTURE + PLANNING + ENGINEERING Larry J. Warner AIA, ARCHITECT 2059 FOREST AVE., SUITE 6 CHICO, CALIFORNIA 95928 916-892-8008 PROJECT: Single Family Residence PROJ. No. A -703 -DR LOCATION: Magalia, CA DATE: 3/20/97 BY: LJW PAGE 1 OF CODES: Uniform building code, 1994 Edition AISC, Manual of steel construction, 9th Edition ACI, Manual of Concrete Practice, 1988 Edition AITC, Timber Construction Manual MATERIAL: Concrete: f c = 2,500 psi min. @ 28 days Masonry: f c = 1500 psi Mortor: Fc = 1800 psi, Type "S" Grout: f = 2500 psi @ 28 days Steel Reinforcing: ASTM A-615 Grade 40 for #4 or smaller ASTM A-615 Grade 50 for #5 or larger Structural Steel: ASTM A-36 Steel Pipe: ASTM A53 Grade B Steel Tubing: ASTM A500 Grade A or B Machine Bolts: ASTM A307 Grade A Anchor Bolts: ASTM A307 Grade A, unfinished Wood Connectors: Simpson Strong -Tie or equal Wood: Light Framing: Const. Grade Douglas Fir Struct. Lt Framing,.Joists & Planks: Doug, Fir No. 2 Beams & Stringers, Posts & Timbers: Doug Fir No. 1 Plywood: A.P.A. Rated sheathing, Grade CD, UBC Std.25-9 Glue -Lam Timber: ANSI / AITC A190.1-1983 Simple Spans: 24F -V4 Combination Cantilevers: 24F -V8 Combination LOADS: Roof Live Load: 20 psf Snow Floor Live Load: 40 psf Seismic Zone: 3 Wind Speed: 75 mph Exposure: C Method 2 used unless noted otherwise. Allowed Soil Bearing: 1,500 psf NOTE: Any structural or non-structural items that are not specifically addressed in the following calculations and or details are designed by others and are not the responsibility of PHL, Larry J. Warner AIA, Architect. Verification of the soil conditions at the project site to determine the expansive or bearing capacity is by others. PHL, Larry J. WamerAIA, Architect, 2059 Forest Ave., Suite 6, Chico, CA 95926, 916-892-8008 PROJECT: Single Family Residence PROD. No. A -703 -DR LOCATION: Magalia, CA DATE: 3/20/1997 BY: LJW PAGE 2 OF ROOF DEAD LOAD CALCULATIONS CONVENTIONAL FRAMED ROOF ROOF 1.5 PSF 1/2" CDX PLY 1.5. 2x8 @ 24" O.C. 2.1 2x6 @ 24" O.C. 1.6 1/2" GYP BRD. 2.5 INSUL 1.5 MISC 1.0 TOTAL TRUSSED ROOF SYSTEM 11.2 PSF USE 12.0 PSF. ROOF 1.5 PSF 1/2" CDX PLY 1.5 TRUSSES @ 24" O.C. 4.0 1/2" GYP BRD. 2.5 INSUL 1.5 MISC 0.5 TOTAL FLOOR SYSTEM (CONV. FRAMING) 3/4" CDX PLY 2x8 @ 16" O.C. 5/8" GYP BRD MISC TOTAL 11.5 PSF USE 12.0 PSF. (TJI FRAMING) 2.3 PSF 3/4" CDX PLY 2.3 PSF 2.2 TJI @ 19.2" O.C. 1.4 2.8 5/8" GYP BRD 2.8 0.5 MISC 0.5 8.8 PSF TOTAL 7.0 PSF USE 9.0 PSF. USE 9.0 PSF. PHL, Larry J. Warner AIA, Architect, 2059 Forest Ave., Suite 6, Chico, CA 95926, 916-892-8008 11 . Roof Beam( 94 UBC (91 NDS)1 Ver. V4000034 Bv: Larry J. Warner, PHL, Architects on: 04-09-1997 Project: a -703 -dr - Location: HDR -1 DR/WINDOW HDR TO 3' SPAN Summary: 3.50 IN x 5.50 IN x 3.0 FT / #2 - DOUGLAS FIR -LARCH- Dry Use Section Adequate By: 67.6% Controlling Factor: Area Deflections: Dead Load: DLD= 0.01 IN Live Load: LLD= 0.01 IN = U2921 Total Load: TLD= 0.02 IN = U1909 Reactions (Each End): Live Load: RL= 788 LB Dead Load: RD= 417 LB Total Load: RT= 1205 LB Bearing Length Regd.: BL= 0.55 IN Beam Data: Span: L= 3.0 FT Maximum Unbraced Span: Lu= 0.0 FT Pitch Of Roof: RP= 5.00 : 12 Live Load Deflect. Criteria: U 240 Total Load Deflect. Criteria: U 180 Beam Loadinq: - Live Load: LL= 30 PSF ' Side One: Roof Dead Load: DL1= 15 PSF Roof Rafter Tributary Width: TW1= 15.5 FT Side Two: Roof Dead Load: DL2= 10 PSF Roof Rafter Tributary Width: TW2= 2.0 FT Roof Duration Factor: Cd= 1.15 Slope Adjusted Lenqths and Loads: Adjusted Beam Lenqth: Ladj= 3.0 FT Beam Live Load W/ Slope Red'n: wL= 525 PLF Beam Self Weiqht: BSW= 5 PLF Beam Total Dead Load: wD= 278 PLF Total Maximum Load: Wt= 803 PLF Controllinq Total Desiqn Load: wTcont= 803 PLF Properties For: #2- DOUGLAS FIR -LARCH Bendinq Stress: Fb= 875 PSI Shear Stress: Fv= 95 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties: Fb' (Tension): Fb'= 1308 PSI Adjustment Factors: Cd=1.15 Cf=1.30 FV: Fv'= 109 PSI Adjustment Factors: Cd=1.15 Design Requirements: Maximum Moment: M= 904 FT -LB Shear (0) d from beam end): V= 837 LB Comparisons With Required Sections: Section Modulus: Sreq= 8.3 IN3 S= 17.6 IN3 Area: Areq= 11.5 IN2 A= 19.2 IN2 Moment of Inertia: Ireq= 4.6 IN4 1= 48.5 IN4 Roof Beam[ 94 UBC (91 NDS) ) Ver. V4000034 By: Larry J. Warner, PHL, Architects on: 04-09-1997 Project: a -703 -dr - Location: HDR -2 DR/WINDOW HDR TO 5' SPAN Summary: 3.50 IN x 7.25 IN x 5.0 FT / #2 - DOUGLAS FIR -LARCH - Dry Use Section Adequate By: 21.1% Controlling Factor: Area Deflections: Dead Load: DLD= 0.02 IN Live Load: LLD= 0.04 IN = U1445 Total Load: TLD= 0.06 IN = U943 Reactions (Each End): Live Load: RL= 1313 LB Dead Load: RD= 699 LB Total Load: RT= 2012 LB Bearing Length Reqd.: BL= 0.92 IN Beam Data: Span: L= 5.0 FT Maximum Unbraced Span: Lu= 0.0 FT Pitch Of Roof: RP= 5.00 : 12 Live Load Deflect. Criteria: U 240 Total Load Deflect. Criteria: U 180 Beam Loading: Live Load: LL= 30 PSF Side One: Roof Dead Load: DL1= 15 PSF Roof Rafter Tributary Width: TW1= 15.5 FT Side Two: Roof Dead Load: DL2= 10 PSF Roof Rafter Tributary Width: TW2= 2.0 FT Roof Duration Factor: Cd= 1.15 Slope Adjusted Lengths and Loads: Adjusted Beam Length: Ladj= 5.0 FT Beam Live Load W/ Slope Red'n: wL= 525 PLF Beam Self Weight: BSW= 6 PLF Beam Total Dead Load: wD= 280 PLF Total Maximum Load: WT= 805 PLF Controlling Total Design Load: wTcont= 805 PLF Properties For: #2- DOUGLAS FIR -LARCH Bending Stress: Fb= 875 PSI Shear Stress: Fv= 95 PSI Modulus of Elasticity: E= 1600000 PSI. Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties: Fb' (Tension): Fb'= 1308 PSI Adjustment Factors: Cd=1.15 Cf=1.30 Fv': Fv'= 109 PSI Adjustment Factors: Cd=1.15 Design Requirements: Maximum Moment: M= 2515 FT -LB Shear (0) d from beam end): V= 1526 LB Comparisons With Required Sections: Section Modulus: Sreq= 23.1 IN3 S= 30.6 IN3 Area: Areq= 21.0 IN2 A= 25.3 IN2 Moment of Inertia: Ireq= 21.3 IN4 1= 111.1 IN4 Roof Beam[ 94 UBC (91 NDS) ) Ver. V4000034 BV: Larry J. Warner, PHL, Architects on: 04-09-1997 Project: a-703-dr - Location: HDR-3 DRM/INDOW HDR TO 6' SPAN Summary: 3.50 IN x 9.25 IN x 6.0 FT / #2 - DOUGLAS FIR-LARCH - Dry Use Section Adequate By: 31.2% Controlling Factor: Area Deflections: Dead Load: DLD= 0.02 IN Live Load: LLD= 0.04 IN = U1737 Total Load: TLD= 0.06 IN = U1131 Reactions (Each End): Live Load: RL= 1575 LB Dead Load: RD= 844 LB Total Load: RT= 2419 LB Bearing Length Reqd.: BL= 1.11 IN Beam Data: Span: L= 6.0 FT Maximum Unbraced Span: Lu= 0.0 FT Pitch Of Roof: RP= 5.00 : 12 Live Load Deflect. Criteria: U, 240 Total Load Deflect. Criteria: U 180 Beam Loadinq: Live Load: LL= 30 PSF Side One: Roof Dead Load: DL1= 15 PSF Roof Rafter Tributary Width: TW1= 15.5 FT Side Two: Roof Dead Load: DL2= 10 PSF Roof Rafter Tributary Width: TW2= 2.0 . FT Roof Duration Factor: Cd= 1.15 Slope Adjusted Lenqths and Loads: Adjusted Beam Lenqth: Ladi= 6.0 FT Beam Live Load W/ Slope Red'n: wL= 525 PLF Beam Self Weiqht: BSW= 8 PLF Beam Total Dead Load: wD= 281 PLF Total Maximum Load: WT= 806 PLF Controllinq Total Desiqn Load: wTcont= 806 PLF Properties For: #2- DOUGLAS FIR-LARCH Bendinq Stress: Fb= 875 PSI Shear Stress: Fv= 95 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties: Fb' (Tension): Fb'= 1208 PSI Adjustment Factors: Cd=1.15 Cf=1.20 Fv': FV= 109 PSI Adjustment Factors: Cd=1.15 Design Requirements: Maximum Moment: M= 3629 FT-LB Shear ((a, d from beam end): V= 1798 LB Comparisons With Required Sections: Section Modulus: Sreq= 36.1 IN3 S= 49.9 IN3 Area: Areq= 24.7 IN2 A= -32.3 IN2 Moment of Inertia: Ireq= 36.8 IN4 1= 230.8 • IN4 Roof Beamf 94 UBC (91 NDS) j Ver. V4000034 By: Larry J. Warner, PHIL, Architects on: 04-09-1997 Project: a -703 -dr - Location: HDR4 DR/WINDOW HDR TO 8' SPAN Summary: 3.50 IN x 11.25 IN x 8.0 FT / #2 - DOUGLAS FIR -LARCH - Dry Use Section Adequate By: 5.3% Controlling Factor: Section Modulus Deflections: Dead Load: DLD= 0.04 IN Live Load: LLD= 0.07 IN = U1318 Total Load: TLD= 0.11 IN = U856 Reactions (Each End): Live Load: RL= 2100 LB Dead Load: RD= 1132 LB Total Load: RT= 3232 LB Bearing Length Reqd.: BL= 1.48 IN Beam Data: Span: L= 8.0 FT Maximum Unbraced Span: Lu= 0.0 FT Pitch Of Roof: RP= 5.00 : 12 Live Load Deflect. Criteria: U 240 Total Load Deflect. Criteria: U 180 Beam Loadinq: Live Load: LL= 30 PSF Side One: Roof Dead Load: DL1= 15 PSF Roof Rafter Tributary Width: TW1= 15.5 FT Side Two: Roof Dead Load: DL2= 10 PSF Roof Rafter Tributary Width: TW2= 2.0 FT Roof Duration Factor: Cd= 1.15 Slope Adjusted Lenqths and Loads: Adjusted Beam Lenqth: Ladj= 8.0 FT Beam Live Load W/ Slope Red'n: wL= 525 PLF Beam Self Weiqht: BSW= 10 PLF Beam Total Dead Load: wD= 283 PLF Total Maximum Load:, WT= 808 PLF Controllinq Total Desiqn Load: wTcont= 808 PLF Properties For: #2- DOUGLAS FIR -LARCH Bendinq Stress: Fb= 875 PSI Shear Stress: Fv= 95 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties: Fb' (Tension): Fb'= 1107 PSI Adjustment Factors: Cd=1.15 Cf=1.10 Fv': Fv'= 109 PSI Adjustment Factors: Cd=1.15 Design Requirements: Maximum Moment: M= 6465 FT -LB Shear (A d from beam end): V= 2475 LB Comparisons With Required Sections: Section Modulus: Sreq= 70.1 IN3 S= 73.8 IN3 Area: Areq= 34.0 IN2 A= 39.3 IN2 Moment of Inertia: Ireq= 87.3 IN4 1= 415.2 IN4 Roof Beam[ 94 UBC (91 NDS) j Ver. V4000034 Bv: Larry J. Warner, PHL, Architects on: 04-09-1997 Project: a -703 -dr - Location: HDR -5 ENTRY HDR TO 5' SPAN Summary: 3.50 IN x 7.25 IN x 5.0 FT / #2 - DOUGLAS FIR -LARCH - Dry Use Section Adequate By: 21.1% Controlling Factor: Area Deflections: Dead Load: DLD= 0.02 IN Live Load: LLD= 0.04 IN = U1445 Total Load: TLD= 0.06 IN = U943 Reactions (Each End): Live Load: RL= 1313 LB Dead Load: RD= 699 LB Total Load: RT= 2012 LB Bearing Length Reqd.: BL= 0.92 IN Beam Data: Span: L= 5.0 FT Maximum Unbraced Span: Lu= 0.0 FT Pitch Of Roof: RP= 5.00 : 12 Live Load Deflect. Criteria: U 240 Total Load Deflect. Criteria: U 180 Beam Loadinq: Live Load: LL= 30 PSF Side One: Roof Dead Load: DL1= 15 PSF Roof Rafter Tributary Width: TW1= 15.5 FT Side Two: Roof Dead Load: DL2= 10 PSF Roof Rafter Tributary Width: TW2= 2.0 FT Roof Duration Factor: Cd= 1.15 Slope Adjusted Lenqths and Loads: Adjusted Beam Lenqth: Ladi= 5.0 FT Beam Live Load W/ Slope Red'n: wL= 525 PLF Beam Self Weiqht: BSW= . 6 PLF Beam Total Dead Load: wD= 280 PLF Total Maximum Load: WT= 805 PLF Controllinq Total Desiqn Load: wTcont= 805 PLF Properties For: #2- DOUGLAS FIR -LARCH Bendinq Stress: Fb= 875 PSI Shear Stress: Fv= 95 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties: Fb' (Tension): Fb'= 1308 PSI Adjustment Factors: Cd=1.15 Cf=1.30 Fv': Fv'= 109 PSI Adjustment Factors: Cd=1.15 Design Requirements: Maximum Moment: M= 2515 FT -LB Shear 0 d from beam end): V= 1526 LB Comparisons With Required Sections: Section Modulus: Sreq= 23.1 IN3 S= 30.6 IN3 Area: Areq= 21.0 IN2 A= 25.3 IN2 Moment of Inertia: Ireq= 21.3 IN4 1= 111.1 IN4 Roof Beam( 94 UBC (91 NDS) j Ver. V4000034 By: Larry J. Warner, PHL, Architects on: 04-09-1997 Project: a -703 -dr - Location: GD -HDR -1 GARAGE DOOR HEADER Summary: - 3.50 IN x 9.25 IN x 16.0 FT / #2 - DOUGLAS FIR -LARCH - Dry Use Section Adequate By: 11.2% Controlling Factor: Section Modulus Deflections: Dead Load: DLD= 0.20 IN Live Load: LLD= 0.36 IN = L/534 Total Load: TLD= 0.56 IN = U341 Reactions (Each End): Live Load: RL= 720 LB Dead Load: RD= 410 LB Total Load: RT= 1130 LB Bearing Length Reqd.: BL= 0.52 IN Beam Data: Span: L= 16.0 FT Maximum Unbraced Span: Lu= 0.0 FT Pitch Of Roof: RP= 5.00 : 12 Live Load Deflect. Criteria: U 240 Total Load Deflect. Criteria: U 180 Beam Loadinq: Live Load: LL= 30 PSF Side One: Roof Dead Load: DL1= 15 PSF Roof Rafter Tributary Width: TW1= 2.0 FT Side Two: Roof Dead Load: DL2= 10 PSF Roof Rafter Tributary Width: TW2= 1.0 FT Roof Duration Factor: Cd= 1.15 Slope Adjusted Lenqths and Loads: Adjusted Beam Lenqth: Ladl= 16.0 FT Beam Live Load W/ Slope Red'n: wL= 90 PLF Beam Self Weiqht: BSW= 8 PLF Beam Total Dead Load: wD= 51 PLF Total Maximum Load: WT= 141 PLF Controllinq Total Desiqn Load: wTcont= 141 PLF Properties For: #2- DOUGLAS FIR -LARCH Bendinq Stress: Fb= 875 PSI Shear Stress: Fv= 95 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties: Fb' (Tension): Fb'= 1208 PSI Adjustment Factors: Cd=1.15 Cf=1.20 Fv': Fv'= 109 PSI Adjustment Factors: Cd=1.15 Design Requirements: Maximum Moment: M= 4518 FT -LB Shear 0 d from beam end): V= 1021 LB Comparisons With Required Sections: Section Modulus: Sreq= 45.0 IN3 S= 49.9 IN3 Area: Areq= 14.1 IN2 A= 32.3 IN2 Moment of Inertia: Ireq= 122.0 IN4 1= 230.8 IN4 Floor Joist( 94 UBC (91 NDS) ) Ver. V4000034 Bv: Larry J. Warner, PHL, Architects on: 04-09-1997 Proiect: a -703 -dr - Location: FJ -1 TYP FLOOR JOIST Summary: 1.50 IN x 5.50 IN x 8.0 FT Cad 19.20 O.C. / #2 - DOUGLAS FIR -LARCH - Dry Use Section Adequate By: 8.9% Controlling Factor: Section Modulus Deflections: Interior Span Live Load: LLD= 0.09 IN = U1101 Interior Span Total Load: TLD= 0.13 IN = L/745 Bearinq Lenqth Reqd.: BL1= 0.41 IN Bearinq Lenqth Reqd.: BL2= 0.37 IN Equivalent Wall Loadings: Left End: WTL1= 239 PLF Riqht End: WTL2= 217 PLF Joist Reactions: Left End Total Load Reactions: R1max= 382 LB R1 min= 0 LB Right End Total Load Reactions: R2max= 348 LB R2min= 0 LB Joist Data: Span: L= 8.0 FT Maximum Unbraced Lenqth: Lu= 0.0 FT Live Load Deflect. Criteria: U 480 Total Load Deflect. Criteria: U 360 Joist Loadinq: Uniform Live Load: LL= 40 PSF Floor Duration Factor: Cd= 1.00 Code Required Concentrated Live Load: LLconc= 0 LB Uniform Dead Load: DL= 10 PSF Joist Live Load: wL= 64 PLF Joist Dead Load: wD= 16 PLF Wall Live Load: WALL LL= 0 PLF Wall Dead Load: WALL—DL= 56 PLF Location: X= 2.5 FT Properties For: #2- DOUGLAS FIR -LARCH Bendinq Stress: Fb= 875 PSI Shear Stress: Fv= 95 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties Fb' (Tension): Fb'= 1308 PSI Adjustment Factors: Cd=1.00 Cf=1.30 Cr --1.15 Fv': Fv'= 95 PSI Adiustment Factors: Cd=1.00 Design Requirements: Maximum Shear:. V= 382 LB Note: Critical V created by combining all dead loads and w live loads. Maximum Moment: M= 757 FT -LB Note: Critical M created by combining all dead loads and w live loads. Decking Information: Plywood Thickness T= 0.75 IN Plvwood is glued Moment Of Inertia Calculations For Glued Floor: Joist Area: Aioist= 8.3 IN2 Plvwood Area: Aply= 3.0 IN2 Section Centroid: C= 3.58 IN ABOVE BASE Moment Of Inertia: [comb= 42.3 IN4 Comparisons With Required Sections: Section Modulus: Sreq= 7.0 IN3 S= 7.5 IN3 Area: Areq= 6.1 IN2 A= 8.2 IN2 • Ireq= 20.5 IN4 Moment of Inertia: Icomb= 42.2 IN4 Uniformly Loaded Floor Beam[ 94 UBC (91 NDS) ) Ver. V4000034 By: Larry J. Warner, PHIL, Architects on: 04-09-1997 Prosect: a -703 -dr - Location: FG -1 TYP FLOOR GIRDER Summary: 3.50 IN x 7.25 IN x 7.0 FT / #2 - DOUGLAS FIR -LARCH - Dry Use Section Adequate By: 16.8% Controlling Factor: Section Modulus Deflections: Dead Load: DLD= 0.03 IN Live Load: LLD= 0.10 IN = U864 Total Load: TLD= 0.12 IN = U681 Reactions (Each End): Live Load: RL= 1120 LB Dead Load: RD= 302 LB Total Load: RT= 1422 LB Bearing Length Reqd.: BL= 0.65 IN Beam Data: Span: L= 7.0 FT Maximum Unbraced Span: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Floor Loadinq: Floor Dead Load: DL= 10 PSF Side One: Floor Live Load: LL1= 40 PSF Tributary Load Span(Side One): TW1= 4.0 FT Side Two: Floor Live Load: LL2= 40 PSF Tributary Load Span(Side Two): TW2= 4.0 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 0 PLF Average Uniform Live Load: LLave= 40 PSF Beam Loadinq: Beam Total Live Load: wL= 320 PLF Beam Self Weiqht: BSW= 6 PLF Beam Total Dead Load: wD= 86 PLF Total Maximum Load: WT= 406 PLF Controllinq Total Desiqn Load: wTcont= 406 PLF Properties For: #2- DOUGLAS FIR -LARCH Bendinq Stress: Fb= 875 PSI Shear Stress: Fv= 95 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties: Fb' (Tension): Fb'= 1138 PSI Adjustment Factors: Cd=1.00 Cf=1.30 Fv': Fv'= 95 PSI Adjustment Factors: Cd=1.00 Design Requirements: Maximum Moment: M= 2488 FT -LB Shear (0) d from beam end): V= 1176 LB Comparisons With Required Sections: Section Modulus: Sreq= 26.3 IN3 S= 30.6 IN3 Area: Areq= 18.6 IN2 A= 25.3 IN2 Moment of Inertia: Ireq= 46.4 IN4 1= 111.1 IN4 Square Footinq Desiqn f 94 UBC (91 NDS) 1 Ver. V4000034 BV: Larry J. Warner, PHL, Architects on: 04-09-1997 Project: a -703 -dr - Location: FTG -1 TYP GIRDER FTG Summary: Size: 1.25 FT x 1.25 FT x 12.00 IN Footing has been designed without reinforcement. Footing Loads: Live Load: PL= 1120 LB Dead Load: PD= 320 LB Total Load: PT= 1440 LB Ultimate factored load: Pu= 2352 LB Footing Properties: Allowable soil bearinq pressure: Qs= 1500 PSF Effective soil bearinq pressure: Qe= 1350 PSF Concrete compressive strength: F'c= 2500 PSI Selected Size: Lenqth: L= 1.25 FT Width: W= 1:25 FT Area: A= 1.56 SF Ultimate bearinq pressure: Qu= 1505 PSF Column Base Dimensions: Lenqth: 1= 3.50 IN Width: w= 3.50 IN Footing Size Selection: Required footinq area: Areq= 1.07 SF Minimum footinq size required: Lreq= 1.03 FT Footing depth based on shear stresses: Selected footinq depth: D= 12.00 IN Punching Stress Calculations: Critical perimeter: Bo= . 62.00 IN Punchinq shear: Vu1= 0 LB Punchinq shear stress: vu1= 0 PSI Allowable punchinq shear stress: vc1= 200 PSI Beam shear stress calculations: Beam shear: Vu2= 0 LB Beam shear stress: vu2= 0 PSI Allowable beam shear stress: vc2= 100 PSI Bending Requirements: Factored moment: Mu= 2592 IN -LB Nominal moment strength: Mn= 58500 IN -LB Lateral Loading: Area, Height & Weight Data Page 1 NTRXQu ke ©1995 Archforms Ltd. Date: FEB. 051997 Firm: PHL Architects Lateral Load Analysis & Job: A -703 -DR Bv: Lam J. Warner Overturninq Calculation Template FLOOR PLAN AREAS & SHEAR WALL GRID SPACING -Establish Grid Spacing and Floor Plan Configuration at Each Level - Left rl I r2j r R r M P BUILDING CODE enter "X" 93 BOCA g Right 4 SBCCI Roof FloorFR4 UBC Block Block Perim Overall Area Area Wall Width rr Wall Spacing 22 I 28T 1 -Establish Dead Loads (lbs) - Back Env Order: 1st FI "1`, then Second Floor "c'. 5 6.5 Interior Wall + Roof Roofing 2.5 Gyp. Bd 4.4 Sheathing 1.5 Framing 2nd FIIRf 33 R R Int. Finish 0.5 Snow 924 Other 1st FI 1 1 FI. Block Area 6.9 Ceiling + Roof Insulation 1 Exterior Wall Framing 2 Ext Finish 2nd FI/Rf 22 R 2.8 Shear 1.5 Other vRe Framing 1st A 1 5.8 Insulation 0.5 Floor 1390 Gyp. Bd. + Roof Flooring 4 Int .Finish 0.5 Sheathing 2.3 Other 2nd FI/Rf Framing 2.2 WI Perimeter 13.2 Insulation 0.5 Z= 3.2 1st A Other Z=k: ss rf i0''T of least `oriz dirr. rr 46'.i or ht. nu; -r.,1 les than 44 cf leas; h ori'- cim. or aft. 9 + Roof 2nd A/Rf 1st FI + Roof 2nd FI/Rf 1st FI + Roof 2nd FI/Rf 1st A + Roof 2nd FI/Rf 1st FI `' J Front Typical Overhang 2 1650 50 1650 78 50 Roof -2nd FI 50 484 Typical 484 22 OH 2 HzProj hRe= 136.75 hRi= 246.75 WlArea We= TYPICAL DEAD LOADS -Establish Dead Loads (lbs) - Roof 5 6.5 Interior Wall 2nd FI/Roof Roofing 2.5 Gyp. Bd 4.4 Sheathing 1.5 Framing 2 Framing 2.5 Int. Finish 0.5 Snow 924 Other Mean Roof Ht. Roof Area 6.5 FI. Block Area 6.9 Ceiling Floor Area Insulation 1 Exterior Wall Framing 2 Ext Finish 6 Gyp. Bd. 2.8 Shear 1.5 Other vRe Framing 2.5 5.8 Insulation 0.5 Floor 1390 Gyp. Bd. 2.2 Flooring 4 Int .Finish 0.5 Sheathing 2.3 Other 33 Framing 2.2 WI Perimeter 13.2 Insulation 0.5 Z= 3.2 We= 51.2 Other Z=k: ss rf i0''T of least `oriz dirr. rr 46'.i or ht. nu; -r.,1 les than 44 cf leas; h ori'- cim. or aft. 9 FLOOR HEIGHTS & WIND AREA 51.2 -Establish Floor to Floor and Roof Heights (ft)- Wi= Roof Roof Floor Pitch Height Height 388.8 Roof Rf. Block Area Roof Roof Area 5 6.5 Overall Depth 2nd FI/Roof Z= hRe= hRi= vRe 2nd FI / Roof 55 Overall Depth of Roof at 2nd FI Crawl Sp/Bsm vRi 14.75 Rf. Block Area 1210 924 F to B L to R Mean Roof Ht. Roof Area 2134 FI. Block Area Floor Area Perim. Wall WI Perimeter Overall Depth 55 Z= 3 hRe= 130.5 hRi= 220.5 vRe 1164 1st Floor We= Wi= vRi 1390 FI Block Area 1210 924 Floor Area 2134 Perim. Wall 77 33 WI Perimeter 210 Overall Depth 55 Z= 3.2 We= 51.2 Wi= 348.8 Z=k: ss rf i0''T of least `oriz dirr. rr 46'.i or ht. nu; -r.,1 les than 44 cf leas; h ori'- cim. or aft. <.112 Roof 5 6.5 2nd FI/Roof 8 1st Floor Ist FI Slab: Y? enter average ht. 0.5 Crawl Sp/Bsm Wind Ht.(a),Ridge 14.75 Foundation Wind Ht.@.Gable 11.5 Ridge F to B L to R Mean Roof Ht. 11.75 Runs? Y Y E=nter'Yat Rdle u Hip direction Hips? Lateral Load Analysis Page 2 MaxQua a ©1995 Archforms Ltd. Bate: �� ::05: � : Fitm: Pl kf :AreElik tS: Lateral Load Analysis & ;roti: �D i�R: 8 rer: v rry Overturnina Calculation Template SEISMIC LOADS 13871 12377.2 12377.2 -Establish Dead Loads - 22176 21340 21340 Mat. Weights 2nd Floor 1st Floor 693 Base Level Item DL(psf) Area (sf) DL(lbs) Area(sf) DL(lbs) Area(sf) DL(lbs) Wt Roof 6.5 2134 13871 Wt Ceil 5.8 2134 12377.2 6,094 137 247 Wt Ext WI 13.2 1680 22176 52.5 693 Wt Int WI 6.9 2134 21340 Wt Floor 9 2134 19206 51 Sum 2nd Sumist 88970.2 Base 693 interior ;r,�il default: ', 0 sf of noar area Sum 2nd,lst & Base 89663.2 -Distribute Weights to Various Levels - Tributary Weight Wt Roof 2nd Wt Ceil 2nd 112Wt Ext WI 2 Wt Int WI 2 Wt Floor 2 Wt Roof 1 st Wt Ceil 1 112 Wt Ext WI 1 Wt Int WI 1 Wt Floor 1 112Wt Ext WI Bsmt Wt Ceil Bsmt Line Sum -Determine Base Shear - UBC Formula (28-1) Roof 2nd A 1st A Wt Line Line Line Sum 13871 13871 12377.2 12377.2 11088 11088 22176 21340 21340 19206 19206 693 qs 12.6 37336.2 52327 89663.2 BOCA SBCCI -Distribute Shear to Various Levels- SBCCI 1607.4.2 UBC formula (28-8) Force at Level x = V (Wtx)(Htx)Po(Wti)(Hti) BOCA 1612.4.2 Ft assumed = 0 Ht is measured h-om plate to foundatinin Wt x Ht x (Wt)(Ht) Fx Roof 2nd Fl/Roof 37336 8.5 317358 8542 1st Floor 52327 0.5 26164 704 D 89663 9 343521 9247 WIND LOADS -Wind Pressure - UBC Trib Area L to R P=gslwCeCq Figure 16-1 Vp 75 Section 1614 Ex C ']'able 16-K Iw[ Table 16-F qs 12.6 Table 1 e, -G Ce 1.06 Table 16-H, hCq 1.3 Table 16-H,:02 vCq -0.7 Hz. Force (psf) Ph= 17 Vt. Force (psf) Pv= -9.349 -Total Wind Load In Each Direction At Each Level (lbs)- SBCCI 0 Zone 3 Zone MaN Fig. 16 2 Z= 0.3 Table 16-1 GOVERNING LATERAL LOADS Ip= 1.0 Table 16-K -Maximum Total Load In Each Direction At Each Level (lbs) - C= 2.75 formula (28.2) Front to Back Governs Side to Side Governs Rw= 8.0 Table 16-N _ Roof V= ZIpCW/Rw V/W= 0.1031 2nd FI/Roof 9,567 Wind 10,478 Wind V= 9247 lbs 1st Floor 3,690 Wind 4,059 Wind Trib Area F to B Trib Area L to R Wind Load End Z Inter Z DP*At End Z Inter Z DP*At F to B L to R Roof Roof 2 131 221 6,094 137 247 6,659 2nd FI 9,567 10,478 1St Floor 51 349 6,945 51 389 7,640 3,690 4,059 Up Roof Uplift Up Roof 2 1,164 1,390 Uplift -23,878 -23,878 Zone 3 Zone MaN Fig. 16 2 Z= 0.3 Table 16-1 GOVERNING LATERAL LOADS Ip= 1.0 Table 16-K -Maximum Total Load In Each Direction At Each Level (lbs) - C= 2.75 formula (28.2) Front to Back Governs Side to Side Governs Rw= 8.0 Table 16-N _ Roof V= ZIpCW/Rw V/W= 0.1031 2nd FI/Roof 9,567 Wind 10,478 Wind V= 9247 lbs 1st Floor 3,690 Wind 4,059 Wind Shear Wall Segments Data, Lines 1-8 Page N''a;a:c ©1995 Archforms Ltd. Lateral Load Analysis & 4aW:..::......::�E�::�5:19�7 ::::::::::::::::::: �irm::::PHk At�tiizects:::::::::::::: ....................................................................................... :....::....:::::R O-LR:::::::::::::::::::::::::::::::::B ::::::::::L rry:J: `dSharrter :::::::::::::::::::: OverturningCalculation Template Line 1 Line 2 Line 3 Line 4 1 Line 5 ILine 6 1 Line 7 Line 8 a -g dBnote the wail s=:ci"'ent4 "S..eg" between openin-.s al:on.; a shear wall ii:le that zany late -d2 forces from abovi io s"ea; will-_, floor diaphra l:- or foundations below. Shear avail Ht; c, is f mae t to 3 G 10 1 for �:��: blocker pi;^rr:�ar:. `=rror' ��pears, if exr-eered See :ore Ch.1F' for max. HtiLq ;a te :for ether ma€erials an ausembiia. 2nd Lg Ht Ber Ell Lg Ht Ber Ell Lg Ht Ber Ell Lg Ht Ber Ell Lg Ht Ber Ell Lg Ht Ber Ell Lg Ht Ber Ell Lg Ht Ber Ell Level WI WI WI WI WI WI WI WI WI WI WI WI WI WI WI WI a a a a a a a a Number b b b b b b b b Wall c c c c c c c c Lines d d d d d d d d Run e e e e e e e e From f f f f f f f f Front 9 9 9 9 9 9 9 9 to Sum SegLg Sum SegLg Sum SegLg Sum SegLg Sum SegLg Sum SegLg Sum SegLg Sum SegLg Back 1st Lg Ht Ber Ell Lg Ht Ber Ell Lg Ht Ber Ell Lg Ht Ber Ell Lg Ht Ber Ell Lg Ht Ber Ell Lg Ht Ber Ell Lg Ht Ber Ell Level WI WI WI WI WI WI WI WI WI WI WI WI WI WI WI WI a 6 8 Y E a 8 Y E a 8 Y .E a a a a a b 11 8 Y E b b 22 8 Y E b b b b b c 5 8 Y E c c c c C c c d 17 8 Y E d d d d d d d e e e e e e e e f f f f f f f f 9 39 Sum SegLg Sum SegLg 22 Sum SegLg Sum SegLg Sum SegLg Sum SegLg Sum SegLg Sum SegLg load trans to adj line Base Lg Ht Ber Ell Lg Ht Ber Ell Lg Ht Ber Ell Lg Ht Ber Ell Lg Ht Ber Ell Lg Ht Ber Ell Lg Ht Ber Ell Lg Ht Ber Ell Level WI WI WI WI WI WI WI WI WI WI WI WI WI WI WI WI a 55 0.5 Y E a a 31 0.5 Y E a a Y E a a a b b b b b b b' b c c c c c c c C d d d d d d d d e e e e e e e e f f f If f f f f 9 9 9 55 Sum SegLg Sum SegLg 31 Sum SegLg Sum SegLg Sum SegLg Sum SegLg Sum SegLg Sum SegLg load trans to adj line L(. S e lment Len:1th Ht - iNal Height ;defauk val:. e fmm Sheet 1': r..:ven yr tc if differ -Ont Be:- ir;il - Bearint V ail'> Y -yes, N -no c it W - Ext or irt. Wall" E- xt I -Int. Shear Wall Segments Data, Lines A -H Page 4 U.a I.Cc ©1995 Archforms Ltd. Lateral Load Analysis 8r date:'........... ::>75:1 7 ::::::::::::::::::: itm :::PWt AtCiiii C :::::::::::::: ....................................................................................... ....................................................................................... ::: A 703=CJR:::::::::::::::::: ..... . ... 8 ::::::Lr .. J; ilirrer ::::::::::::: .. Overturnin Calculation Template Line A Line B Line C Line D Line E Line F ILine G Line H l -i den J;P tl G lvH€I g t[ ant iyCj!liet wee; torerlin7s aiQnij a SrIparvial lirie f -fat car;,,, lelo l latera=l 4 m a471�C to shear vvnl!s, floor aD !Bp 0; I_Ielow. Shear wall Hu ;-'Q is limited to s s to 1 for -edge bl;xked piy-,1Jiid. 'Error' 1ppear3 if exreedied %ee Code ;h.16 for max. HYLI ratios for other `rateriais ar-;'i assemblies. 2nd Lg Ht Ber Ell Lg Ht Ber Ell Lg Ht Ber Ell Lg Ht Ber Ell Lg Ht Ber Ell Lg Ht Ber Ell Lg Ht Ber Ell Lg Ht Ber Ell Level WI WI WI WI WI WI WI WI WI WI WI WI WI WI WI WI 1 1 1 1 1 1 1 1 Letter 2 2 2 2 2 2 2 2 Wall 3 3 3 3 3 3 3 3 Lines 4 4 4 4 4 4 4 4 Run 5 5 5 5 5 5 5 5 From 6 6 6 6 6 6 6 6 Side 7 7 7 7 7 7 7 7 to Sum SegLg Sum SegLg Sum SegLg Sum SegLg Sum SegLg Sum SegLg Sum SegLg Sum SegLg Side 1st Lg Ht Ber Ell Lg Ht Ber Ell Lg Ht -Ber Ell Lg Ht Ber Ell Lg Ht Ber Ell Lg Ht Ber Ell Lg Ht Ber Ell Lg Ht Ber Ell Level WI WI WI WI WI WI WI WI WI WI WI WI WI WI WI WI 1 4.3 8 Y E 1 11 8 Y Ell 1 3 8 Y E 1 1 1 1 1 2 12 8 Y E 2 8.8 8 Y Ell 2 3 8 Y E 2 2 2 2 2 3 5 8 Y E 3 3 3 3 3 3 3 4 7 8 Y E 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 6 6 6 6 6 6 6 6 7 7 7 7 7 7 7 7 28 Sum SegLg 20 Sum SegLg 6 Sum SegLg Sum SegLg Sum SegLg Sum SegLg Sum SegLg Sum SegLg Base Lg Ht Ber Ell Lg Ht Ber Ell Lg Ht Ber Ell Lg Ht Ber Ell Lg Ht Ber Ell Lg Ht Ber Ell Lg Ht Ber Ell Lg Ht Ber Ell Level WI WI WI WI WI WI WI WI WI WI WI WI WI WI WI WI 1 50 0.5 Y E 1 50 0.5 Y Ell 1 22 Y E 1 1 1 1 1 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 6 6 6 6 6 6 6 6 7 7 7 7 7 77 7 50 Sum SegLg 50 Sum SegLg 22 Sum SegLg Sum SegLg Sum SegLg Sum SegLg Sum SegLg Sum SegLg load trans to adj line L<; - Segment Lc -i q1h Ht - We3l' Height ;^rafau t vaiue from Sheet i'i oVe;r !ritc i; diff,-.-:-:.-:-.-' B:,r roil - Be;arinc ':"•,'aa? Y -yep;, IN -no cal Vil - Ext er :ret. Ydali F-�xi I-Ini. Lateral Load Distrib.& Overturning Moment Page 5 N axQuake ©1995 Archforms Ltd. Lateral Load Analysis & f}2te;......::::� 8; 05:1: X57 ::::::::::::::::::::::::::: iirri:::::pHL R;r hsfiect :::::::::::::::::: ............ ................... ....................... ............................................................................................ -Warrier:::::::::::::::::::: Overturning Calculation Template Lateral Line 1 Line 2 Line 3 Line 4 Line 5 Line 6 Line 7 Line 8 Force Seis %= Wind %= W/ft=a RM= vi 63", :.815` OTM= Vadj= V= DV= Istnb `I "i 'S Iti TIP. In:. ,.&imi r, I 1 ^ cr.,,�r., �=t:m rr.n ` i+. Irn `,rb vea i;il i 1. '2«b: .- X11... u::1`J`Ht' c. o::ml.p - , r fr,-m s:arr:, aC .r. D i Lr:6'VmaxSor'rt , 11 y. , ad i�.,r.:.t: 2nd % SMI % S/W % SMI % S/W % SM/ % S/W % SMI % SMI Level W/ft RM OTM Wlft RM OTM W/ft RM OTM W/ft RM OTM W/ft RM OTM W/ft RM OTM Oft RM OTM W/ft RM OTM a a a a a a a a b b b b b b b b C C c C c C C C d d d d d d d d e e e e e e e e f f f f f f f f 9 9 9 9 9 9 9 9 Vadj line 2 Vadj In 1or3 Vadj In 2or4 Vadj In 3or5 Vadj In 4or6 Vadj In 5or7 Vadj In 6or8 Vadj line 7 2nd level V 2nd level V 2nd level V 2nd level V 2nd level V 2nd level V 2nd level V 2nd level V Sum V Sum V Sum V Sum V Sum V Sum V Sum V Sum V 1st % SMI 28.35 22 % SMI 50 50 % S/W 21.65 28 % SMI % SMI % S/W % SMI % SMI Level W/ft RM OTM Wlft RM OTM W/ft RM OTM W/ft RM OTM W/ft RM OTM W/ft RM OTM W/ft RM OTM Wlft RM OTM Wind a 241 3.686 6.238 a a a a a a a 9,567 b 241 12.39 11.44 b b 278 44.84 38.27 b b b b b c 241 2.56 5.198 C C C C C C C d 241 30.47 17.93 d d d d d d d e e e e e e e e f f f f f f f f 9 9 Q 9 9 9 Vadj line 2 2.679 Vadj In 1or3 Vadj In 2or4 2.105 Vadj In 3or5 Vadj In 4or6 Vadj In 5or7 Vadj In 6or8 Vadj line 7 V above V above V above V above V above V above V above V above 1 st level V 2.422 1st level V 4.783 1 st level V 2.679 1st level V 1st level V 1 st level V 1st level V 1st level V S Sum V 5.101 w Sum V w Sum V 4.783 Sum V Sum V Sum V Sum V Sum V Base % S/W 28.35 22 % SMI 50 50 % S/W 21.65 28 % S/W % SMI % SMI % SMI % SMI Level W/ft RM OTM W/ft RM OTM W/ft RM OTM W/ft RM OTM W/ft RM OTM W/ft RM OTM W/ft RM OTM W/ft RM OTM Wind a 347 349.6 3.473 a a 410 131.5 2.392 a a a a a 3,690 b b b b b b b b C C C C C C C C d d d d d d d d e e e e e e e e f f f f f f f f 9 Vadj line 2 1.033 Vadj In 1or3 Vadj In 2or4 0.812 Vadj In 3or5 Vadj In 4or6 Vadj In 5or7 Vadj In 6or8 Vadj line 7 V above 5.101 V above V above 4.783 V above V above V above V above V above Bsmt level V 0.812 Bsmt level V 1.845 Bsmt level V 1.033 Bsmt level V Bsmt level V Bsmt level V Bsmt level V Bsmt level V W Sum V 6.945 w Sum V w Sum V 6.628 Sum V Sum V Sum V Sum V Sum V Lateral Load Distrib.& Overturning Moment Page JkfaxQuake-6@ Archforms Ltd. Lateral Load Analysis & 0a.. ..............::::::::::1 iitii:::: Fil A.r hj ctS :::::::::::::::::: ............................................................................................ ............................................................................................ ''*7*3:aR::::::::::::::::::::::::::::B..::::: La J::Warner::::::::::: .. Overturning Calculation Template Lateral Line A Line B Line C Line D Line E Line F Line G Line H Force Seis %= Wind %= W/ft=a RM= ,q .F 7', .81:' OTM= Vadj= V= DV= Distrib tri fi A' um =iA tri? vi FJSi;m rri , u + "tr:? ar:� ti`ilfi'1.�`') r_k u.. ` 'Ht'[.giS-;niba 9!a:; ;! from adj L.n i_n�5"Jmax .x,r'v;r J fat „ :.t/ 2nd % S/W % SMI % SM/ % SMI % S/W % SM % S/W % SM Level W/ft RM OTM W/ft RM OTM W/ft RM OTM W/ft RM OTM W/ft RM OTM W/ft RM OTM W/ft RM OTM W/ft RM OTM 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 6 6 6 6 6 6 6 6 7 7 7 7 7 7 7 7 Vadj line B Vadj In AorC Vadj In BorD Vadj In CorE Vadj In DorF Vadj In EorG Vadj In ForH Vadj line G 2nd level V 2nd level V 2nd level V 2nd level V 2nd level V 2nd level V 2nd level V 2nd level V Sum V Sum V Sum V Sum V Sum V Sum V Sum V Sum V 1st % SMI 38.66 30 % SMI 50 50 % S/W 11.34 20 % SMI % S/W % S/W % SNI/ % SM Level W/ft RM OTM Oft RM OTM W/ft RM OTM W/ft RM OTM W/ft RM OTM W/ft RM OTM Wlft RM OTM W/ft RM OTM Wind 1 309 2.425 4.014 1 338 13.65 23.34 1 241 0.723 8.383 1 1 1 1 1 10,478 2 309 18.88 11.2 2 338 8.637 18.57 2 241 0.723 8.383 2 2 2 2 2 3 309 3.278 4.668 3 3 3 3 3 3 3 4 309 6.426 6.535 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 6 6 6 6 6 6 6 6 7 7 7 7 7 7 7 7 Vadj line B Vadj In AorC Vadj In BorD Vadj In CorE Vadj In DorF Vadj In EorG Vadj In Forth Vadj line G V above V above V above V above V above V above V above V above 1 st level V 3.302 1 st level V 5.239 1 st level V 2.096 1st level V 1st level V 1 st level V 1 st level V 1st level V S Sum V 3.302 w Sum V 5.239 w Sum V 2.096 Sum V Sum V Sum V Sum V Sum V Base % S/W 38.66 30 % SM/ 50 50 % S/W 11.34 20 % SMI % S/W % SMI % S/W % S/W Level W/ft RM OTM W/ft RM OTM W/ft RM OTM W/ft RM OTM W/ft RM OTM W/ft RM OTM W/ft RM OTM W/ft RM OTM Wind 1 464 386.6 2.26 1 586 488.4 3.634 1 340 54.86 1 1 1 1 1 4,059 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 6 6 6 6 6 6 6 6 7 7 7 7 7 7 7 7 Vadj line B Vadj In AorC Vadj In BorD Vadj In CorE Vadj In DorF Vadj In EorG Vadj In ForH Vadj line G V above 3.302 V above 5.239 V above 2.096 V above V above V above V above V above Bsmt level V 1.218 Bsmt level V 2.029 Bsmt level V 0.812 Bsmt level V Bsmt level V Bsmt level V Bsmt level V Bsmt level V w Sum V 4.52 w Sum V 7.269 w Sum V 2.907 Sum V Sum V Sum V Sum V Sum V Shear Wall and Hold Down Requirements Page 7 MaxQuake. ©1995 Archforms Ltd. Date......::::: FSB: Q5:� 9 :::::::::::::::::::::::::::: rr ::: SHL ArGY 2 Ct :::::::::::: Lateral Load Analysis & .......................................................................................... ... .. ... ......:::::::8 ::::: La :J.: {art ®r:::::::::::`: Overturnin Calculation Template Line 1 1 Line 2 Line 3 J Line 4. Line 5 Line 6 Line 7 Line 8 Uplift = C ;;eriur::i; lu, 1d40!;;ent (i_i;;vlj Resisting hr'Ia::er:.1;I PSV Segrrlent LenC�fit (reel =fdi M!fdi::rim required Hvltj J0vn (?il Type} orSoIei.tP.:i iLir, i-iold-`lcd':'ll and ':!4! 311 trF:O `G 1i:TlJiE:nn Paqe G 2nd HD HD HD HD HD HD HD HD Level Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Tye Se Uplift Type Seg Uplift Type Se Uplift Type Seg Uplift T pe a a a a a a a a Number b b b b b b b b Wall C C C C C C C C Lines d d d d d d d d Run e e e e e e e e From f f f f f f f f Front 9 9 9 9 9 9 to Shear(plf) Shear(plo Shear(plf) Shear(plf) Shear(pif) Shear(plf) Shear(plf) Shear(plf) Back Wall Type Wall Type Wall Type Wall Type Wall Type Wall Type Wall Type Wall Type .Roof Uplift from Sd to Side V-iinds Resisted t,;' Left & Right =xt. V,4. U lift If Ext. Walls A Uplift Wall Type A NA 1st HD HD HD HD HD HD HD HD Level Seg Uplift Type Seg Uplift Type Seg Uplift Tye Seg Uplift Tye Seg Up lift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type a 425 D1 a a a a a a a b NA b b NA b b b b b C 528 D1 C C C C C C C d NA d d d d d d d e e e e e e e e f f f f f f f f 9 9 9 9 Shear(plf) 130 Shear(plf) Shear(plf) 217 Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Wall Type B Wall Type NA I Wall Type C Wall Type Wall Type Wall Type Wall Type Wall Type Rc-of Uplift frcan Gide. to Side VJlnds Resited fin Left 1w Right Ext. Vd. Uplift (plf) @ Ext. Walls A -133 Uplift Wall Type A U ra,.• r: a + rn_I us tt;rol �ti the Ir+i=1? to baow Lie l--nundati n. II no'd!;Gli:; ,0W, L v Le to Deal^s, axed fu; Haid -Down Point Loads. �„dps::ioiuL:;�4r�:dlidC:ulie_tors;rt;,sl;uri'• 4 ` Base HD HD HD HD HD HD HD HD Level Seg Uplift Type Seg Uplift Type Seg Uplift Tye Seg Uplift Tye Seg Uplift Type Seg Uplift Type Seg Uplift Type . Seg Uplift Type a NA a a NA a a a a a b b b b b b b b C C C C C C C C d d d d d d d d e e e e e e e e f f f f f f f f 9 Shear(plo 126 Shear(plf) Shear(plo 214 Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Wall Type B Wall Type NA Wall Type C Wall Type Wall Type Wall Type Wall Type Wall Type Sheaf pe! Linear f=oot fShear(p:fl) = Sum of Shear al [hat Li; ie L•• Level ;Sua% V,% ! L neat Feet of .nt'lear !Nall at tha l L;ne & Leve: fSu;n Secy Lylli;. h linimt:m required hear'1'Ja01 Construction (Wall Type` " �e:t3 eRF ' se:ecte I from =frar WF I Sch ,��. le on Pacae a Shear Wall and Hold Down Requirements Page 8 'Nin Quake, ©1995 Archforms Ltd. ::::::::::::::::: ►itis ::.PHL ...... :.:.:.::.:.:.::::: Lateral Load Analysis & :,:�::..Y. a ... Overt urnin Calculation �e.. Template Line A ILine B I Line C I Line D Line E Line F Line G Line H Urlifl - Overtuminc, I''•A;;t;ent {�P(SegUeLh N,lii;ir::t;m re uired Hold ,-own;HD Tyo ) 'Dclta nu-bcr" sclected from Hold -C., n an! i8fali S'.. S-hedule on Parte 9 2nd HD HD HD HD HD HD HD HD Level Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seq Uplift Type Seg Uplift Type Seq Uplift Type 1 1 1 1 1 1 1 1 Letter 2 2 2 2 2 2 2 2 Wall 3 3 3 3 3 3 3 3 Lines 4 4 4 4 4 4 4 4 Run 5 5 5 5 5 5 5 5 From 6 6 6 6 6 6 6 6 Side 7 7 1 7 7 7 7 1 7 7 to Shear(plf). Shear(plf)_ Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Side Wall Type we Type Wall Type Wall Type Wall Type Wall Type Wall Type Wall Type Foof Uplift from Front to Back 'Winds Re-istcd by Front ?� ea -k Fxt. '01. UI ilift If Ext. Walls A Uplift Wall Type A NA 1st HD HD HD HD HD HD HD HD Level Seg Uplift Tye Seg Uplift Type Seg Uplift Type Seq Uplift Tye_ Seg Uplift Type Seg Uplift Type Seg Uplift Tye Seg Uplift Type 1 370 D1 1 881 D2 1 2,553 D12 1' 1 1 1 1 2 NA 2 1,135 D3 2 2,553 D12 2 2 2 2 2 3 278 NA 3 3 3 3 3 3 3 4 16 NA 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 6 6 6 6 6 6 6 6 7 7 7 7 7 7 7 7 Shear(plf) 117 Shear(plf) 265 Shear(plf) 349 Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Wall Type B Wall Type C I Wall Type D Wall Type Wall Type Wall Type Wall Type Wall Type Roof Uplift from Front to :;r:^k V -finds Resisted by Front & Rick Fxt. -11. Uplift (p If) @ Ext. Walls A -146 Uplift Wall Type A U 5frapshloh;.r Ctw. and Cote_tars must run nitat_i us throu_i?r the lhi-? below , ;* I' w v �, s c q l to 6 i- F -undetion. . r.! U;a , % w, he to Leans. zed Fa' Haid -Do.. n Fleirtt Loads Base HD HD HD HD HD HD HD HD Level Seg Uplift Tye Seg Uplift Type Seg Uplift Tye Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Tye Seg Uplift Type 1 NR 1 NA 1 NA 1 1 1 1 1 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 6 6 6 6 6 6 6 6 7 7 7 7 7 7 7 7 Shear(plf) 90 Shear(plf) 145 Shear(plf) 132 Shear(plf) Shear(plf) Shear(pin Shear(plf) Shear(plf) Wall Type A Wall Type B Wall Type B Wall Type Wall Type Wall Type Wall Type Wall Type Shear ,,,e Linear Foot fSheartD:M = Sum of Stiear at [hat Line & Leve: ;Sulu V) i Linear Feet of Shear 4Nail st thal I me & Level (Suri Seg 1 gift). tvfnimurn re uimd Shear'lhdl ^,on;trucbon (Wall Ty;c) "Deity etter eie:tod from Shear VVal: Sch: Jule on Pa:1., '9 Shear Wall and Hold Down Schedules Page 9 'MaxQu.aiie.©1995 Archforms Ltd. All Rights Reserved Lateral Load Analysis & : [8; :QS: k9g7:::::::::::::::::::::::::inti::::::::: ............... ...................................................................... ............................................... : B :::::::::::::far ::t.::VlfrnWr:::::::::::::: Overturnin Calculation Template M0496DE Wind and EarthQuake Design Data Shear Wall Schedule FType Wind Speed mph 75 Seismic Zone 3 Wall Shear Sheathing Edge Anchor Plate Importance Fact. 1 Ground Acc. (Aa) 0-3 Load Material Nail Bolts Clips Exposure Cat. C Importance Group 1 Symbol (plt) Spacing 518' A35 Wind Pres.horiz. psf 17.36 Soil/Struc.Period 2.75 GF:900 GF:450 Wind Pres. vert. psf -9.35 Response Factor 80 construct wall as speed per symbol or any below A A 100 Drywall 5d@7' 72'oc 48'oc A B 180 Stucco no diag. lath 60'oc 24'oc Wall Hold-Down and StraD Schedule A C 310 112' Ply 6' 36'oc 16'oc A D 460 112' Ply 4' 24'oc 12'oc A E 600 112' Ply 3' 18'oc 8'oc Hold-Down Max. Wall Foundation Bolt Symbol Uplift FI to FI Anchor Type Bolt + F 770 112' Ply 2' 14'oc 6'oc lbs. Strap Straps HD Dia. 1 G 920 ea side 112' Ply 4' 12'oc 5'oc ' use hold-down across from symbol t H 1,200 ea side 112' Ply 3' 9'oc 4'oc ' NA up to 310 use the hold-down listed or any below t+ J 1,540 ea side 112' Ply 2' 6'oc 3'oc ' At 755 ' LSTA12 A2 1,055 ' LSTA18 FSA Sheathing: 1/2' (15132") CDX Structural II, or 2-M-W Particleboard A3 1,295 ' LSTA24 only for repair Typical Nails: 10d Common or Galy. Box, field nail @12' A4 1,370 ' MSTA24 Typical Framing: 2x @ 16"o.c., with all sheathing edges blocked A5 1,685 ' MSTA30 LTT20 112" + Delta F & Delta J: 3x framing at all panel Joints, stagger nails A6 1,995 ' MSTA36 i Delta G - Delta J: offset Panel Joints on opposite sides of Udall A7 2;520 ' ST6224 Anchors and Clips as Mfg. by Simpson Strong-Tie Co. Cat C-9G Al2 2,760 ' MST27 PAHD42 HD2A 518" ' Clips: Plate to Blocks only req'd if no shear sheathing continuity A14 3.300 ' ST6236 MPAHD A15 3.705 ' MST37 HPAHD22 HD5A 314" A16 4,405 ' MST48 HD6A 718° Roof UP-Lift Schedule A17 5.800 ' MST60 A18 6:465 HD8A 718" Wall Uplift Stud to Plate Plate to Rafter Stud to Rafter A19 8,310 HD10A 718" Type (plo a116'oc at 24' at 16' at16'oc A20 11.080 wl3-112" Post HD14A 1" 50 A25 15:305 x15-112" Post HD15 1.25' A T 100 Ply Nailing or H2 H2 ? A U 180 A35 H4 H2 Straps and HD's as Mfg. by Simpson Strong-Tie Co. Cat C-96 A V 310 SPI HIO H1 H2 Bolt Type Hold-Downs Assume 3' Post Min. See Details and A W 460 SP4 H7 H10 LTS 10 Mfg. Data for Flailing, Bolt and Embedment Requirements A X 600 SP2 HIO H7 ' If No Cont. Rim Joist Add Lgth. to WI. Strap to Span to WI. Below A Y 1170 FTA2 Straps and Hold-Downs must run continuous to Walls below. A Z 2560 FTA7 if no Wall below, tie to Beams, sized for Hold-Down Point Loads ? ALTERNATE SHEAR WALL SCHEDULE PAGE 9-A PANEL PANEL LOAD SHEATHING 1,2,5 EDGE FIELD A.B. SIZE & SILL 3,4 A -35F 6 TYPE No. PLF NAILING NAILING SPACING NAILING CLIPS A 1 100 1/2" GYP BRD ONE SIDE. ------5d --�-----•--- 5d 4� 12 1/2" 72 16d-� 12-- .. 48 O.C. . B 2 180 THREE COAT STUCCO - - - STD. STUCCCO -- --- PER U.B.C. - - ...... ---------•..... 1/2" 48" 16d 6" = 24" O.C. B-1 3 170 FOME- COR PER ICBO # 3335 ICBO REPORT #3335 1/2" @ 54" 16d @ 6" 30" O.C. B-2 4 175 1/2 x 4'x8' NAIL BASE FIBERBRD 11 G R.N. @ 3" 11 G R.N. @ 6" 1/2" @ 54" 16d @ 6" 30" O.C. B-3 5 200 1/2" GYP BOTH SIDES 5d @ 7" 5d @ 12" 1/2" @ 48" 16d @ 6" 24" O.C. B-4 6 200 3/8" CDX 6d @ 6" 6d @ 12" 1/2" @ 48" 16d @ 6" 24" O.C. B-5 7 270 FOME- COR PER ICBO # 3335 ICBO REPORT # 3335 1/2" @ 36" 16d @ 4" 18" O.C. -----------------& 1/2" GYP INTERIOR FACE ____. 5d �a 7': - 5d @ 12 - -- - - - C 8 310 1/2" CDX PLY 10d @ 6" 10d @ 12" 5/8" @ 48" 16d @ 3" 18" O.C. C-1 9 320 3/8" CDX PLY ONE SIDES 8d @ 4" 8d @ 12" 5/8" @ 48" 16d @ 3" 18" O.C. C-2 10 320 3/8" CDX PLY EXTERIOR 8d @ 6" 8d @ 12" 5/8" @ 48" 16d @ 3" 18" O.C. 1/2" GYP BRD INTERIOR 5d @ 7" 5d @ 7" C-3 11- 400 3/8" CDX PLY BOTH SIDES - - - 8d-@-6- - - 8d -a@ 12- 5/8" (042 3„ 12. O.C. D 12 460 1/2" PLY EXTERIOR 10d @ 4" 10d @ 12" 5/8" @ 36" 20d @ 3" 9" O.C. D-1 13 480 7/16" CDX PLY BOTH SIDES 8d @ 6" 8d @ 12" 5/8" @ 30" 20d @ 3" 9" O.C. D-2 14 480 1/2" PLY EXTERIOR 8d @ 4" 8d @ 12" 5/8" @ 30" 20d @ 3" 9" O.C. 1/2" GYP BRD INTERIOR 5d @ 7" 5d @ 12" D-3 15 520- 1/2" CDX PLY BOTH SIDES- _ - 8d_(a_6°- - 8d_ 124 _ - (2) 16d 4 9" 0. C. - E - 16 600 --- - 1/2" CDX PLY EXTERIOR --------------------------- 10d @ 3" -------------- 10d @ 12" •--•-----------•--• 5/8" @ 24" (2) 16d @ 4" - - -• 8" O.C. E-1 17 640 3/8" CDX PLY BOTH SIDES 8d @ 4" 8d @ 12" 5/8" @ 24" (2) 16d @ 3" 8" O.C. E-2 18 700 7/16" CDX PLY BOTH SIDES 8d @ 4" 8d @ 12" 5/8" @ 24" (2) 16d @ 3" 6" O.C. F 19 770 1/2" CDX PLY EXTERIOR 10d @ 2" 10d @ 12" 5/8" @ 18" (2) 16d @ 3" 6" O.C. F-1 20 820 3/8" CDX BOTH SIDES 8d @ 3" 8d @ 12" 5/8" @ 18" (2) 16d @ 3" 6" O.C. F-2 21 - 900- 7/16" CDX PLY BOTH SIDES - - -8d (O3'' - 8d @--1?- 3/4" P 24 !21 20d @ 3". 5" O.C. . G 22 920 1/2" CDX PLY BOTH SIDES 10d @ 4" 10d @ 12" 3/4" @ 20" (2) 20d @ 3" 5" O.C. G-1 23 980 1/2" CDX PLY BOTH SIDES 8d @ 3" 8d @ 12" 3/4" @ 20" (2) 20d @ 3" 5" O.C. G.2 24 - 1060 - -3/8_' CDX PLY BOTH SIDES 8d.,2' 8d.(0 12_- 3/4"_(� 18 -- (2) 16d @ 2- 5" O.C. - H 25 - - 1200 - - - - - - 1/2" CDX PLY BOTH SIDES --------------- 10d @ 3" 10d @ 12" ------------------ 3/4" @ 16" (2) 16d @ 2" ---� 4" O.C. 1. OVER DOUGLAS FIR FRAMING 2. ALL PANEL EDGES BACKED W/ 2 -INCH NOM. OR WIDER FRAMING U.N.O. 3. STAGGER ALL SILL NAILING 4. PRE -DRILL ALL 20d & LARGER 5.5/8" T-1-11 SIDING MAY BE SUBSTITUTED FOR 3/8" CDX PLY. 6. A -35F CLIPS +440# EA. Wind Pres. forComponents • Cladding Page 10 MaxQuake. 1995 Load IBM : • 3 .� a •- • 1Calculation Template Wind . . . . . . . • . . .. • Pressure for 1 . .. . . . . . - . • - . . . . . . .. . • nom;OWN =�,�wi �� ��•� Uplift -3.4 -45 ��. .C.. ��71C���� or .1. • • •• 1 1 I 1 I .I. • �����1 1 ���ti'caur•ul_■ • • • • • • • • • • 1 ���I���•� ����1 ������� Down 1 000 Load 1 . 5 or 16 8 1 _ •• '40000000 0.8 111. .- I I• Force1 1.4 1.6 131 16 19 21 ��l•��rlJ 1 ��r•r� ��==�_�_•Y../1 �_.. ==1.2 1 1. Values are for 1 1===mom= 1 enclosed Buildings. 2. SBCCI Values for • are equivalent1 • •1 1.1 • • .• •11 • 1 11 1;11 to UBC Table. • - 1' for values of Cq. .•. • .I. I •- .1 1 1 •- COUNTY OF BUTTE Oroville, California GENERAL CLAIM CLAIMANT: -JOHN DRAPER ADDRESS: PO BOX' 1103 CITY & STATE: •.PARADISE, CA 95967-1103 DATE OF CLAIM: 5/12/97 SUBM/T.CLAIM TO DEPARTMENT. RECEIVING GOODS OR SERV/CES IMPORTANT.• SEE INSTRUCTIONS ON REVERSE SIDE DATE DESCRIPTION- OF CLAIM (DESCRIBE FULLY TO AVOID DELAY) AMOUNT OWNER CHANGED LOTS, AP #66-220-002, BP#97-0583, RECEIPT #209993 .DATED 3/25/9TTOR $570.00 & RECEIPT'#221759 DATED.5/5/97 FOR $23.00. OWNER: JOHN DRAPER TOTAL AMOUNT PAID.. ......................... . ......... ...$593.00 RETAIN.IZEFUND PROCESSING FEE.................$25.00 RETAIN ENERGY•P/C FEE..........................$23.00 TOTAL AMOUNT TO BE RETAINED.............................$128.00 I I TOTAL AMOUNT TO BE REFUNDED .................................. TOTAL 465. 00 I, the undersigned, declare under penalty of perjury that the services or articles claimed have been performed or delivered, and that this claim is true a d correct as stated. 'ted this _ day of d, 19L at Calif. Si nature of Claimant I, the undersigned, hereby certify that, to the best of my knowledge, the services or a cle cified abo a ve en performed or delivered and I that there is a Budget Appropriation [ I or Specific Board Approval [ I (Check one) fo the a I' Dated this 12TH day of MAY, 1997, at OROVILLE , Calif. D partment Head or Authorized Deputy Dept. Code 440-002 Exp. Code 4210500 $376.00 PAYABLE FRM CONSTRUCTION PERMITS FUND II. Dept. Code 0100 Exp. Code 4617240 $89.00 PAYABLE F OM FIRE PLNG APPL FEE FUNDI Dept Code Exp. Code PAYABLE FROM FUND DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY DEPT. & SUB. PROJ. SUB. OBJ. CLAIM NO. INV. NO. INV. DATE ENCUMB. GROSS AMT. ill I j � FOR BUILDING DIVISION USE: Receipt Information: Number: ���� a��%S 7 e Date 1 -3- "SW) Issued To: y1 k? Amount: `$ Fees Retained: Processing Fee: Bldg Filing Fee ✓P1bg Filing Fee V/Elec Filing Fee /Mech Filing Fee `Energy P/C Fee Plan Check Fee Inspection Fee Total Amount Retained 5-g .-1�77 TOTAL REFUND DUE !! i �7 REFUND CLAIM APPLICATION CLAIMANT'S NAME MAILING ADDRESS Po %Y. 0 3 ASSESSOR "PARCEL # �a _ �aC) - CS - PERMIT # �vI 0S^8 3 RECEIPT NUMBER (S) Request a refund of fees paid on the above receipt number(s) for the following reasons: 1 Please 'refund any applicable fees. in the following categories: (Check those categories which you wish to have refunded.) [�] Building Permit Fees [ ] Sheriff Fees [ ] SRA Fee (CDF Fire Planning) [. ] Urban Area Fees Disposition of plans: [ ] Plans returned to me at counter. [ ] Please mail plans to me at above address. [ ] Please dispose of plans. SIGNATURE DATE COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION r 7 County Center Drive Oroville, California 95965 - Telephone (916) 538-754 PERMIT NO. (Rev., 2/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER ZONING BUILDINGPERMIT OWNER rz r/rL-_7 "ON° 3SS TELEP.��N�Q��A�D� so. FT. OCC. BUILDING VALUATION OW NVTO IC SS . �ul�i.s ' i • 7 S 943 % �.. M[RVAJCTO I's NAME 0M Coo s% D w'-•/1 ,(,. TELEPHONE ' CO TORS MAILING ADDRESS isc, t Ic) 3 Vaa4 _Qr`5 = C.1 �S`P6 4 CONSTRUCTION LENDER -. ..,.,•; LENDER'S MAILING ADDRESS —Fireplace Total Valuation $ ARCHrrECr OR ENGINEER- ' rJCENSE NO. Flirt Fee $ Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checkin Fee BUR.DINO ADDRESS ��� Pa " lam"-" Q 1 r Pa Energy Plan Checking Fee . $ $ /0G . PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 7Q -- Solar or heat pump water heater 23.00 Water piping 15.00 -- Each gas water heater or vent 15.00 TYPE OF WORK New Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: l� �- Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service AOR LESS 23.00 ;�- - LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended of offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation /of one hundred dollars ($100) or less.) 0/11 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply, with those provisions. ` X _ Date _ _ Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for exc ations over 5'0" dee and demolition or construction of structures over 3 stories in heig t. 1 9Y9// Main Service 200A TO 1000A 46.00 NEW CONST. ( DWELLING OCCUR 3.5¢so �L/o ADDNS. &ACC. OLDS. NOR EW CONST. VTLET NON•RESID. @7.50 POWER APPARATUS a SINGLE DunET CIIL Ex. Occup. OUTLET OR FIXTURES SAL @':50 Ex. Occu . OFIx�e�DSA Aa oR� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE 4 r6 MECHANICAL PERMIT Fling Fee 20.00 Heating 3 T -r— "2-3 Cooling 3 i—tl— Hood 6.50 Ventilation PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ O c c NST TYPE TOTAL FEE $ HAZ. D. FEES I FLOOD CD P PD HD ISSUE This permit is h issued under of the Butte County Code and/or indicated above for which fees have By EXPIRES ON the applicable provisions Resolutions to do work been paid. Date - (Date) Receipt No. !, .13,60 41PERMIT WHITE-D.D.S.-B.D. CANA V -AS ESSOR PI INSPECTOR GOLDENROD -APPLICANT ►I; - ' .,:n. F ,^t'r,:k*aF:^ ryS�rt'f fin�^FK,r'�rGt,.�-�iw%trir !x`i'4f�'•V^ POUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER N `2A VY CIL Proposed Building Use S 1-50r2_e;,_ P No. 6 ("- Z Z -O Z Building Inspector Date 5 5-57'!--7 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted . ....................................... . 2. Plot plans, 3/4 sets, signed by preparer of plans . ......................... . 3. Complete plans, 3/4 sets, signed by preparer of plans . ..................... . 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation. Statement of Intent for Non -Heated and A/C Buildings. ..... �- 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobileho e� aS .an anufacturer's installation'iinstruotions, 2 sets. ........... 10. Fees of $ =. ...i3t 11. Impact fees ass own on attached schedule. .... 12. California Department of Forestry plan approva fees ........... . 13. Flood elevation letter (100 year flo�pd)�y�C�,aljfornia ngineer. ................ . Sanitation and plot plan approval ��''�r Uy Health Department . ............ 4-.;0E-q7 City of Chico plumbing permit . ......................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: _1� Contact Land Development.about (A) Improvements (B) Drainage. ......... . �,/ 19. Driveway permit (construction approval required prior to occupancy). .. . . Pre -Inspection reque�s 20. Pre -inspection for required. .. to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . ......................... . 23y -Owner -Builder Verification (Given to owner , Mail to owner ). ........... tt�24. Recorded copy of Agricultural Acknowledgement Statement. .................. 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ........................................ . 28. Mobilehome utility clearance . .......................... ................ . 29. Documentation of legal access . .......................................... 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements. 31. Existing violations/expired permits . ...................................... 32. Plan check list . ..................................................... 33. 34. When you issue the permit, process as follows: Mai to owner Mail to contractor. Telephone and hold for pickup at office. Deliver with inspector. Other Parcel Creation! 7 Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to 1. Index permit for above items No. 2�Additional items required: 777 rcle new item not checked above). Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, design r, owne , as advised of above re uired data by _ phone _ mail Counter by _ Date Plans checked by Date lans approved by Date Sets of plans on hold in File cabinet AP folder Np %Yw4w, Copy - Department of Public Works %'Y.CI cv4 i COUNTY.OF BUTTE.. DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541. SCHEDULE OF FEES DUE OWNER tt A.P. # (/ t>7 Z_ _ �-- PROPOSED BUILDING USE / DATE REC # DATE REC 1. BUILDING PERMIT FEES -- Balance Due ................ $ -- Additional Fees Due ......:.... . $ -- Additional Fees Due ........... . $ -- Revised Plan Checking Fee ....... $ ,--2. SCHOOL DISTRICT FEES P4,,4�1 (paid at District Office) 3. SHERIFF FEES (paid at Building Division) 7 // Residential ........ x $360.00 = $ 7 l9 Units Commercial (sq.ft.)... x $0.03 = $ fi Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x = $ #Units Amt. Commercial (sq.ft.) .. x _$ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES . . $425.00 (paid at Building Division) ( SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) aft' S's3 sl -q 7 "r3 Q 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER �. At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT y—/ DATE Original -Owner Copy -Building Div. (Rev. 12/96)- 9 OWNER -BUILDER ?VERIFICATION Attention Property Owner: _ An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and'retum 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 theajor labor and materials for construction of the proposed ° • property improvement _,YES Lti NO ❑ r 2. I HAVE E3 "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: twc ADDRESS: I o 3 CITY• PHONE: CONTRACTOR'S LICENSE NO 5Sa 13(0 4. I plan to provide portions of this work, but I have hired.the following person to coordinate, supervise, and provide the major work: NAME: _ �..-.,: ��-� ADDRESS: PD f- I Io 3 CITY: �U. 0&5& PHONE: ft- ? _15S CONTRACTOR'S LICENSE NO. c3lk 3 (p 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER: Y SOCIAL SECURITY NUMBER: DATE:' S 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. .-15" I OWNER BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of-propeity improvements specified.:.:. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such " a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have -a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. { If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, ". workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. i rely, Mic el C. Vi ira, C.B.O. Ma ger, Building Inspection NOTE. This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code OVER COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, ,121alifornia 95965 - Telephone (916) 538-7541Q PERMIT o. (Rev. 12/96) y APPLICATION AND PERMIT -!� ASSESSOR PARCEL NUMBER 66-27-02 ZONING BUILDING PERMIT OWNER JOHN DRAPER TELEPHONE 872-7355 SO, Fr, OCC. BUILDING VALUATION OWNERS MAILING ADDRESS BOX 1103, ARRADISR CONTRACTOR'S NAME NROTH COAST DRYWALL INIC TELEPHONE ' 872-7355 CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS SOUTH PARK DRIVE, MAGALIA Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. - SUB DIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF b Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New IX Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 3 BDRM SF Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 vLE Main Service 200AORLESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class C, 'r 05-1 Lic. No. S S� 13 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service ( 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUR OR ADONS. ( & ACC. BUDS. So 3.5¢FT. NON -R S. APICI CU C @7.50 APPARATUS 8 SINGLE OUTLET CIR. Ex- Occu OUTLET OR FIXTURES BAL @ 1;50 Ex. Occup. OUTLETED s(REESSIDI EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Policy Number (The above sections need not be completed if the permit is for work of a valuation �f one hundred dollars ($100) or less.) Ll certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthvi,ith comply with those provisions. lQ X _ __ Date _�z$__ Signature of Applicant - wner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ HAZ. I D. FEES IMP I FLOOD CDF PARCEL PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON I the applicable provisions Resolutions to do work been paid, Date Date Receipt No. ynyyyX 909993-4R1 nn// WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Amp when recorded mail to: Building Division It7 County Center Drive Oroville, Ca. 95965 X97-018700 NOT COMPARED WITH r1RIGINIAL DOCUMENT AGRICULTURAL STATEMENT~OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-9 of the Butte County Code requires this acknowledgment to be raoMed 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: iUr -�av(a u+h22r DO . Date. S- ( tet -9 /Z PROPERTY OWNERS: State of California County of On S-19-9-7 before me, W - , . L-A i w-r,_�T , Iw ,'-ASR-` t i'v 7,L_1 c personally appeared _rAL<WVAS MCT i TT LeLAJiS AN'J •?/am m-1 sub Ltw;s' �� ksn►wtaatr proved to me on the basis of srtisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that heAWthey executed the same in-hWher/their authorized capacity(ies), and that by his#her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. pr BERT III I REM 109367 DbCALIFORNIAtiin:cture Seal: BUTTE wSept. 20, 2000 LAND DEVELOPMENT BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE r V Building Permit No. —mac/ Address: LDo?6(o Sv�1h� �� Parent/Previous AP: OWNERS �✓�TIC-L.O �-i A.P. NAME: /'J� ,% NUMBER: PRINT LAST NAME FIRST COUNTY ZONING DESIGNATION: FLOOD ZONE: FLOOD MAP: I SDS APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: ft LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITIONS: MAP INFORMATION: Pte. CoVN/ny 60e% 0e% Lssr4-r2L%;s4 e&r 206 DATE OF RECORDING 2% LOT 20� BOOK 38 PAGE Cog' 73 COMPLIANCE WITH OLD SUBDIV90N LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: . A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BU/LD/NG DIVISION UNLESS OTHERWISE NOTED. _ 1. Maintain a 50 ft. building setback from centerline of road. 2. Maintain a 20 ft.building setback from right-of-way/cecteAne of SoJT(j (9A-fZ K p12) \/ _ 3. Comply with Zoning code for building setback from road. 4. Maintain a 100 ft. leachfield setback from all existing wells. 5. Maintain a ft. leachfield setback from _ 6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. Y7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. _ 8. Connect to a public water supply. _ 9. Connect to a public sewer system. _ 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. _ 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) i _ 13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. _ 14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic. Mitigation Fee Agreement. Pbynnw to be insdle to the Plwidag DAdskn. _ 15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. 16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. 'X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. _ 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act -of 1988 as amended. _ 20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 21. 22. 23. 24 25. 26 A10 IN311d0l3A30 ONV1 3LM8 30 A1Nf100 1661 g Z 8VW ®3AI333H LD 7/96 C:\NTL I%F0WS.IDDIDGKFVA. CLO