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026-250-001
026-0-001 00-1771 BELL, ODE W LONETRE L MO CONTR: GENE DILL '�+•o/ NEW SINGLE FAMILY 026-250-001 05-2907 BELL,ODESSA 3 LONETREE ROD, PALERMO CONT: COUSIN GARYS M/H (SOFT SET) �'/ (ffl- j I''Ly I� 026-25-0-001 DAVID HERRERA LONE TREE AND PALERMO ROAD LAND DEVELOPMENT SHEET of 15 I N0TfES I r t Y 1 l ,t Butte County Department of Development Services. �urrf- utEn 7 County Center Drive, Oroville, CA 95965 e (530) 538-7601 www.buttecountyneUdds OaceuNYy• RESIDENTIAL APN: Permit No. 05-2907 I Owner. FBELL,ODESSA 6-250-OOI__� O Site Address: ONETREE ROD, PALERM Contrac or. CONT: COUSIN GARYS �- M/H (SOFT SET) - - ---- —- -J Type of Permii:1ry �r SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE EQUIRED FIRE SPRINKLERS REQUIRED SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER ENCROACHMENT PERMIT �— REINSPECTION FEE PAID ENV HLTH CLEARANCE DATE JOB FINALED: SIGNATURE: OFFICE COPY ;r Address � O -Z • L ' GAS' Meter By Date ELECTRIC �) ' Meter By Date Z 1 o S SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE EQUIRED FIRE SPRINKLERS REQUIRED SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER ENCROACHMENT PERMIT �— REINSPECTION FEE PAID ENV HLTH CLEARANCE DATE JOB FINALED: SIGNATURE: = OK A = Not OK 1 - MANUFACTURED HOMES- t t MISCELLANEOUS DATE PERMANENT FOUNDATION SOFT -SET 0 1 Zoning -Setbacks -Easements 1 LI i9 i 2 Soils; Special MH Support Sketch 3 Sewer- Loctn-Test; Fall/C/O-Concrete 4 W ooctn-Test-Easement Needed -Regulator 15'E ec Loctn-Clrncs-Grnd Amp -Concrete 6 Yard G , Loctn-Test-Wrap Nat ❑ or LP[:] Inch Sz Ft Lngth :ckn z- 'Spacing -Marriage Line. 8Ga HTest-Demand-Valu nnctr ec MH Cntnty Test -C . ssovers-Breakers-Clrncs 10 Drain; MH Test -Fall -Flex Cnnctr 11 tr & Sewer Connected -C/O to Grade nd Electr ity Tagged 11 Zr - �Y owns Foundation ❑ �ioEx of Occupancy UD Label/Ir?si nia Numbers Serial Numbers (/-701V DATE ID, E C K S`C O V E R S'C A R P O R T S'G A R A G E S 1 Zoning -Setbacks -Easements 2 Ftgs; Soils-Sz-Dpth-Spacing-CnnctrsSteel t 3 Decks, Girders/Joists-Dcking-Brcing Stairs-Guard/Handrails 4 Wood Awn; Posts -Beams -Rftrs-C n n ctrs -S hthg 1 Frmg-Brcng ` 5 Alum Awn; Columns-CnnctnsSplice-Decal-Encisrs 6 Carports; Wndws-Doors 7 Electric I 8 Frmg; Sills-Anchrs-Studs-Rftrs-Trusses 9 Siding; Nailing -Veneer -Stucco -Lath 10 Roof; Shthg-Roofing 11 Ext; Steps -Doors -Landings 12 Braced Wall pnls DATE IPOOLS C 1 Setbacks -Easements 2 Soils; CompactionStructure Stability 3 Pool Structure; Steel-Cnnctns-Thickness • Dead Men -Lining 4 Elec Rcptcls/Lting; Distance-GFI 5 Elec Pool Lting; 15 volts-GFI 6 Elec Enclsrs; Conduit Entries -Terminals -Listed 7 Elec Bonding; Metal w/5'-Crcltng Eqp-Htr 8 Elec Grndng; Eqp w/5' Crcltng Eqp-Pool Ightg 136xes-Encisrs-pnlboards4risultn to Main Conduit 9 Health Dept Apprvl 10 Plmb; Cir Test-Wtr Supply Test 11 Lt Niche 12.Encisr; Fencing -Alarms 1 13 Bonding, Diving board or Slide o nQ I o S.L o 30T ,tc,•aA 4d . �p Oool Drawing f = OK 0 = Not OK _:RESIDENTIAL DATE JUNDERFLOOR 1 ZoningSetbacks-Easements -FI ood-Slope 2 Ftg Main; Soils-Elec Grnd' Ftg Dpth 3 Ftg Garage; Soils-Steel-Elec Grnd Ftg Dpth. 4 Ftg Porches/Decks; Soils -Steel Ftg Dpth ` 5 Stemwalls Main; Steel -Blockouts -Wrapped 6 Stemwalls Garage; Steel-Blockouts-Wrapped 6a Hold Downs and Special Anchrs 7 Slab, Steel Wrapped 8 Piers-Frplc Ftg-Steel 9 DWV; Fall -Fitting -Test -2 -way C/O -Sewer Test 10 UF, Gas Pipe; Sz Anchrs-Sz Test tl Wtr Pipe; Test-Anchrs-Rgltr-Service Test 12 Elec Undrgrnd 13 Plenums & Ducts; Clrnc-Materia"upport-Insultn 14 Girders-Sills-Anchr BoltsJoists-Vnts-Cripples 15 Acc & Vntltn 16 Insulation . O' 0 o O\ � 0\•c DATE IFRAMING _ 17 Sills Proper Materials & Anchrs 18 Walls Studs -Nailing Spacing & Braces -Plates -Sound 19 Bearing Walls over Girders & fir Nailing 20 Draft Stop in Walls (rat proof) . 21 Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 22 Headers & Beams-Sz & Bearing 23 Hangers -Post Caps-Anchrs-Cnnctns 24 Ceiling Joist-Rftr Ties-Purlin-Roof Brac-TrussShthg 25 FrpIc Ties or Type -A Flue-Frplc Throat Clrnc 26 Attic Acc; Sz & Rmx Prtctn-Draft Stop -Ins Baffles 27 Bdrm Wndws or Exiting Doors -Sill Ht & Dimensions' 28 Garage Fire Prtctn Framing -RC Channel 29 Prprty Line Firewall & Opngs 30 Ext Doors -One X -Check Garage 3rd Story, 2 Exits 31 Stairs; Width-Hdrm-Rise=Run-Landing-Fire Prtctn 32 Plywd on Roof Ovrhng-Attic Vnts-Rftr Outrgrs 33 Siding -Nailing Veneer 34 Stucco Lath=Weep Screed-Fndtn Vnts-Undrflr Acc 35 Glazing Area -Glass Prtctn-SkyLts-Plastic 36 Shear Walls; Nailing -Bolts 37 Brace Int/Ext Wall pnis 38 Insultn-Walls-Ceilings 39 Infiltration-Walls-Wndws s` s` DATE JELECTRICAL _ 40 Fxtr & Trnsfrmr Clrnc4ns Prtctn 41 Elec Rcptcls Spacing-Lts & Switches at Doors 42 Sz Boxes & No Of Cndctrs Stapled 43 Romex Installed Close to Edge of Studs & CJ 44 Eqp Grnd made up w/Mech Fstnrs 45 Grndn.g Electrode Bond Gas,& Wtr 46 2 Appinc Cires in Ktchn & Cndctr Sz GFI 47 Subfeed Wire Sz ga CU or EIAL AC Wire Sz ga ❑ CU or [:I AL 48 Range Circ Oa'❑CU or F-1 AL Oven Circ ya-QCU or F-1 AL Insulated Neutral ❑ Yes ❑ No 49 Service -Riser Cndctrs & Grnd Main Dscnnct 50 Eqp Clrncs pnis-Motors-Mech Eqp 51 Clothes Closet Lt-Shwr Lt -Spa Lt 52 Smoke Detector Single & Duplex) DATE PLUMBING ' 53 Wtr Htr; Vent-Acc-Cmbstn Air Baffle 54 Wtr Pipe; Test & Anchr-Nail Prtctn 55 DWV; Test Fittings & Anchr Nail Prtctn 56 Shwr Pan; Test, First flr-Tub Acc 57 Test Tub & Shwr, 2nd fir - Tub, Acc 58 Gas Pipe; Sz & Anchrs 59 Fire Sprinkler; Test 60 Yard Gas Piping41 _ 0 _. - UA11= IMECHANICAL _ 61 AC Ducts Insultn & Support 62 Vent Fan, Exhaust abv Insultn 63 Condensate Drain & Ovrflw, Sz & Grade , 64 Furnace -Vent Acc-Comb Air Rtrn/Vent 115 Outlet . 65 Attic Acc & Pltfrm if Furnace in attic e FINAL 66 Ext Steps -Door & SideLt Prtctn-Landings, 67 Smoke Detector 68 Furnace Vnts-Cirnc-Comb, Air-Cnnctr In Garage; abv-flr-Ducts-Mech Prtctn ! 69 Bedroom Exiting 70 GFI & Bath Fxtrs & Tub Acc-Spa 71 GFI Arc Fault 72 Elec Trim & Subpnl,.Breaker Szs & Labels 73 Stairs, Guard/Handrails 74 Frplc or Stove, Clmc-Hearth 75 Elec Outlets at Wood Pnl, Int & Ext , 76 Ktchn, Fxtr & Appinc; Grnd-Air-Gap-Cooking Cleric 77 Elec Outlets & Rcptcls at Ktchn Counter 78 Garage Fire Door; Swing -Landing -Closure - 79 AC Duct in Garage -Damper 80 Wtr Htr; Vnts-Clmc-Com Air Cnnctr-PRV; abv fir Mech Prtctn; LPG Appince Undr House 3" drain 81 Plmb; Elec & Mech Eqp Listed for Loctn " 82 Elec Rcptcls in Garage (GFI) Romex Prtctn 83 Insultn-Foam-Looked in Attic 84 Guard Rails & Deck Cnstrctn-Post Caps` 85 Fndn Vnts & Crawl Hole Door Drnge & Wood -Earth 86 Clrnc Drnge Planters ❑Yes . []No 87 Stucco Brown -Finish 88 AC Unit Dscnnct, Elec-Pimb 89 Vnts abv Roof, Plmb-Appinc-Frplc-Clrnc to Opngs 90 Wtr Well, Dscnnct, Elec, Plmb 91 Ext Elec Trim, GFI Rcptcl-Undrgrnd'. . 92 Vntltn thru House - 93 Glass Prtctn 94 Corrections from previous Inspctns 95 Gas Test -Meters Tagged, Gas-Elec 96 Wtr & Sewer Cnnctd-C10 to grade -HD Apprvl 97 Energy Cmpinc Cert -Other Certs 98 Address Posted 99 Fire Sprinkler ..'...�n^"'rTiY�.C'��`t'�'„"�°...V\'�sy"`S"^+F�!'+�i�' . �� � ,.�,,, ,� w �:y�. • t{'7It7g�.+e 1 <xmi^•tr?.-:�f„ wr � � -r•4. n* �. ;. �r,. �,.ti� :t�� ' .r �`�.F '�� P MOBILEHOME INSTALLATION ACCEPTANCE COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES BUILDING DIVISION - COUNTY CENTER DRIVE OROVILLE, CA 95965 - PHONE (530) 538-7541 APN: PERMIT NO.: 02b-.'LSo- d0 t 05;• 2.90'� Owners Name: hi E L -L Owners Address: q(33 L O,4C TAEC Kb 040oicf Mobilehome Manufacturer: Year of Manufacture: Serial Number or V.I.N.: Insignia or HUD Number: 02.70- 0y0I WA (�fS 41`/701q hr Official approving installation: Date:4 If the mobilehome is moved or relocated, the mobilehome installation acceptance shall become invalid." This form shall not be used when the mobilehome is installed on a foundation system. a 513B White -Owner, Yellow -Installer, Pink -Bldg, Gold -Assessor ' ' "-"7 '�T �.{' '� ,��'nc�� . �..�['7i�r'-. "'o-,^P^"1v "�. s"",++�,rW,'w"„'".w�•t►y+�M.+ 1t,}. � fi . , i '�'t7�`. '�.�4+r'T.7r°'r. P�ErArli MOBILEHOME INSTALLATION ACCEPTANCE COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES BUILDING DIVISION — COUNTY CENTER DRIVE OROVILLE, CA 95965 — PHONE (530) 538-7541 APN: PERMIT NO.: 02 (_'LS0 • ba 1 05; zoo Owner's Name: AEL.L_ Owner's Address: qq3 L - 0,4E 7REr KD OnQoic.F Mobilehome Manufacturer: Year of Manufacture: _S x(1.1 NC 100 Ir Serial Number or V.I.N.: Insignia or HUD Number: 01-70- ()g01 L),6,4�'f3 16/ '7 0 Official app owing installation: e A A Date: If the mobilehome is moved or relocated, the mobilehome installation acceptance shall become invalid. This form shall not be used when the mobilehome is installed on a foundation system. 5138 White -Owner, Yellow -Installer, Pink -Bldg, Gold -Assessor 01/17/2006 13:16 5303429174 CHICO BLDG SYSTEMS PAGE 02 seit ,.BUSINESS, TRANSPORTAlMN�-tV(�'' YPARTMENT OF NOUSINO,AND C6on+l>sloiv of 03608A06Or-P - -MANUFACTURED HMINQI PB _ .......... ,. _..... _., MANUFACTURER CERTIFICATE OF ®RICIN E. ❑ CHECK IF THIS 19 A DUPLICATE MCIMNTER ORIGINAL MCO NO. NUMBER OF SFO (SINGLE FAMILY DWELLING) ❑ MUMH (MULTI -UNIT MANUFACTURED HOUSING TRANSPORTABLE SECTIONS 2 COMMERCIAL COA •u: � . OCCUPANCY GROUP SKYLINE HOMES IFC 1720, EAST BEAMER STREET VOODLAXD WOODFIELD LIMITED SKYCREST ENTERPRISES/COLISIN GARY'S HOMES 13468 M 99 E CE OF CA 95776 (S161e) (LI AE ANDIOR NUMBER: 7451 -CT . CALIF. D -Eft NUMBER C TRANSFEREE DESIGNAT►O 91265 CHICO CAr °5973 90002 SUGGESTED RETAIL N $ 88.339.15 DATE OF MANUFACTU 1/6/2006 DATE OF TRANSFER: 1/10/2006 P.O, saes BO% 94900 PALATINE IL 60094 SECTION 1d MANUFACTURER SlRIAL NUMBER HCD INSIQNIA OR MUD LABEL LENGTH 1 ... INCMEB WIDTH INCHES WEIGHT POUNDS D2 -70 -0401 -U -S PFS 947014 726-"" T 168 24,95.7 2 D2 -70 -0401 -U -A PPS 947015 720 168 26,237 TRANSPORTER NAME: BENNETT TRUCK TRANSPORT TRANSPORTER ADORES6: 6� P.O. BOX 179 DURHBM ..CA 95938 O STINATION FOq UNIT DESCRIBED A60VE: COUSIN GARY'S iiOhFS X 13468 99 • E CIIICO 95973 1 ° "^°" DeIMRT d Ywl W WfAr er uw d er 54" d CUMenw om tl ab&,* 4W om ma nw ao . k00DLANDPOLO CA (Cer► (Cemah (u►., SIGHATURC OF AUTH R 0 li[D AOlNT. DISmiBUMN: ORIGINAL (P" FORWARD TO THE INVENTORY CREOTroa. UNLESS THERE IS NONE THEN iaRWARp TO THE PUIICNA6ER (DEALER OR TRANSFEREE). COPY I MHITE) FORNGIRD TO THE OEPARTWNT AT P.O, BOA Ian. SACRAMENTO. CA 01012-1628. %WM01 FNE (S) OAY6 OF RELEASE. COPY 2 (YELLOT DELIVER TO THE TPANSPORTER TO ACCOMPANY THE UNIT 10 R60E8T0(ATION. COPY a (GOLOERODI TO BE RETAINED BY THE MANUFACTURER. MCD 483.0. Side T - (7197) ADMINISTRATIVE PERMIT for TEMPORARY MOBILE HOME TO: Odessa Bell FROM: Paul MacIntosh, Director - Development Services DATE: October 4, 2005 FILE #: ADM 06-10 PURPOSE: Administrative Permit for Odessa Bell on APN 026-250-001 for a temporary second dwelling to be located 801 Lone Tree road, corner Palermo and Lone Tree Road., on property zoned A-5 (Agricultural, 5 -acre parcels). PERMIT REQUIREMENTS: Approval for a temporary second dwelling is subject to the following requirements: A mobile home certified under the 1974 National Mobile Home Construction and Safety Standards Act. Occupancy of the mobile home shall be limited to . An affidavit attesting to the relationship of the involved parties was submitted with the permit application. 2. No rent is to be charged to the occupant of the mobile home. The temporary mobile must meet the requirements of the Butte County Environmental Health Department for domestic water supply and sewage disposal. The granting of this permit does not remove the requirement of obtaining the appropriate permits from other Divisions, Departments, or Districts. 4. The siting of the mobile home shall be exempt from the site requirements of the residential zoning district, except as required by Butte County Code Chapter 24, and the Butte County Code Chapter 28A. The mobile home is declared to be a temporary use on the property, accessory to the primary unit, and shall not be placed on a permanent foundation. Additionally, a temporary mobile home shall not be permitted on a lot or parcel where there is an approved Second Unit. 6. The permit shall be granted for a term of two years. Extensions of the term for the permit, not exceeding one year for each extension, may be granted if the application for the extension is filed with the Planning Division within 60 calendar days prior to the date of expiration. The mobile home shall be vacated upon expiration, or revocation, of the Permit and removed within one hundred twenty (120) days after expiration of the Permit. If it is not removed within one hundred twenty (120) days, the County shall remove said mobile home and store it at the owner's expense. 8. The Permit may be revoked if any of the terms or conditions of the Permit are violated, or if any acts or omissions of the permittee, in connection with the use authorized by said Permit, constitute a public nuisance. 9. The applicant must maintain a bond or deposit in the amount of $1,500 for a single -wide mobile home or $2,000 for a double -wide mobile home. Ze P rmittee Signature /Date Pete Calarco Date Assistant Director i OPT un11iY OPT DBL Baht LAti OPT CORNER SHOWER APPROVED 0 L, z >- O 0 cl >, (.) 0 0 [L STD a AT DDDR tcc w L� 10' 1!:: 10' Q * I-� let: K."es 15'-4'10'-8" --- `�t8 x5a wdo n L 3 6RAVN SY-. CH YAN E OVtdE I9FElfJt WWI MAT.... _ /1TiY i l >u7E:I CNl A ustR uTM CIVET mou SID To CPT sY. sHEEF HOX LENGTH UESCXIMON DRAAING NUMBS 6d-0' 6428-3CK-2B-CA1H 7451 -CT T5/ BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #; (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BPO52907 B. C. Building Permit 01-16-04 pg 1 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 11/17/2005 APN: 026-250-001-000 the Business and Professions Code, and my license Is in full force and effect License Class : License Numbe}: Site Address: 803 LONE TREE RD ORO Date: Contractor: Map Index: Description: NEW MH ON TIE DOWNS, 2ND DWELLING OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 (1560 ) Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a Owner: BELL, ODESSA signed statement that he or she is licensed pursuant to the provisions of 801 LONE TREE RD the Contractor's Slate License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or OROVILLE, CA she is exempt therefrom -and the basis for the alleged exemption. Any 95965-9672 violation of Section 7031.5 by any applicant for a permit subjects the to than five hundred dollars (530 ) 533-6299 applicant a civil penally of not more ($500).): ❑ 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 (Sec. 7044, Business and Professions Code: The Contractors' Slate License Law does not apply to an owner of property who builds or improves thereon, and who does Applicant: BELL, ODESSA such work himself or herself or through his or her own employees, 801 LONE TREE RD provided that such improvements are -not intended or offered for OROVILLE, CA sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of 95965-9672 proving that he or she did not build or improve for the purpose of (530) 533-6299. sale.). l? I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed Contractor: SKYCREST ENTERPRISES pursuant to the Contractors' State License Law.). COUSIN GARY'S HOMES ❑ I am Exempt under Article 3 he Business and Professions Code 13468 HWY 99 Towner CHIC O, CA 95973 CHIC2-2694 Date: /� �d-� � WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: License #: 812930 ❑ I have and will maintain a certificate of consent to self -Insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Architect: ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of Engineer: the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Policy #: Total Square Ft: 0 S. F. Alk I certify that in the the for Valuation: $0.00 performance of work which this permit is Census Code: issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date:/ 7420 0,5— Applicant: WARNING: Failure 11 se n employer Foyers' compensation coverage is unlawful, and shall subject an em to er to criminal penalties and one q hundred thousand dollars ($100,000), in addition to the cost of / compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. ! CONSTRUCTION LENDING AGENCY This permit' her by issued under th placable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resoluti ns to d work Indicated ab • ve for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) _ Name: BY Date: LL Cx� �/ / j n PERMIT Address: EXPIRES ON: Date ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above Information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with .all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance y official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection pur es. Print Name:%71-SS/�f- L Signatur Date: ;Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 �UT�'� BUTTE COUNTY 0 I o DEPARTMENT OF DEVELOPMENT SERVICES 0 o BUILDING PERMIT APPLICATION o AND SUBMITTAL REQUIREMENTS o - a___'•- 0 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 0004 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION "PLEASE PRINT CLEARLY" APP41GAkT SIGNATURE For office use only: OWNER Last Name 2� L_ L_ • first Name Address©JJ / r! Ow&_ T L' e JEJ City Drcrz� J 1 le-. State C State Phon 530133(3--S Phones Fa 53e 3 3--gq96 Fax -533_ O/% E-mail tic. # 1 U APP41GAkT SIGNATURE For office use only: CONTRACTOR Name • Address SRA City i 0-0 o State C Zip 7 Phon 530133(3--S ' Fa 53e 3 3--gq96 E-mail Fax tic. # 1 U Class APP41GAkT SIGNATURE For office use only: ARCHITECT/ENGINEER Name • Address SRA City o State Zip Phone Map Book Fax E-mail Fax State License Number APP41GAkT SIGNATURE For office use only: APPLICANT NAME Name © • SS SRA Address- Ko o City !� Type Const. State Map Book Phone G� Fax E-mail e ado/, <! APP41GAkT SIGNATURE For office use only: Zoning I A� s I Flood Zone >/, I SRA I Yes o Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: 1. PERMIT NO. BIN # Description or Scope of Work: 2nd ; WW- L .�� ' ez0 C 'R Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR SUBMITTAL REQUIREMENTS L, KAFORMSWILDING F0RMS1BldgApplSubRgmts.doc Page 1 of 2 Received by: Z •�j Receipt #: � � 0166 Date: \O -2.I- '%, Amount:�� SRA Sheriff SMIP Other 49__Total REV 6-16-04 LOCATION AP#0 / Pr ledv Address . n•e~re 1 t / ern Cross Street WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY. Name Address Description or Scope of Work: 2nd ; WW- L .�� ' ez0 C 'R Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR SUBMITTAL REQUIREMENTS L, KAFORMSWILDING F0RMS1BldgApplSubRgmts.doc Page 1 of 2 Received by: Z •�j Receipt #: � � 0166 Date: \O -2.I- '%, Amount:�� SRA Sheriff SMIP Other 49__Total REV 6-16-04 SUBMITTAL REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply fora permit. INCOMPLETE SUBMITTALS WILL NOT BEACCEPTED. ALL PLANS MUST BE ,LEGIBLE AND IN INK. Residentia_ 1, New, Remodels, Additions, and Accessory Structures: .+. - . ❑ 1. 3 Site Plans; signed by the preparer. NO GRAPH PAPER! ❑ 2. 3 Complete sets of plans, signed by the preparer. NO GRAPH PAPER! OR 3 Sets Engineered plans (if'required)•with wet signature on plans AND 2 sets of stamped and signed calculations. \• , '-. . J . - 1 i'. �. 4 it 0 3. 2 Engineered trus's details and layouts' (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation. (Note: Not required for additions to mobile or modular homes.) ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Detached Accessory Building Form, filled out by the property owner (if required). - ❑ 8. Sanitation and site plan approval from the Environmental Health Department. ❑ 9. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in'triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Mobile, Manufactured, or Modular Homes: Site Plans, signed by the preparer. WO GRAPHPAPER! /a 2._ 2 Data sheets and installation instruction manuaP _Mairiage line information. tt� 4. 2 Floor,plans. • ; 5. 2 Engmeered.Tie Downs or,Foundation plans. 6. Sanitation and site plan approval- Aom the Environmental Health Department. ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). _. Commercial, New, Additions and Remodels: ❑ 1. 4 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ 2. 4 Engineered plans with wet signature on plans AND 2 sets of stamped and signed calculations, with code analysis. ❑ 3. '2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation (if required). ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). , - ❑ 7. Statement of Intent for Non-heated.and A/C (if required). ❑ 8: Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in. triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. ❑ 9. Letter of intent.. ; ❑ 10: Hazardous Material Form. ❑ 11. Sanitation and site plan approval from the Environmental Health Department. If you'have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530) 538-7541. OVER FOR BUILDING PERMIT APPLICATION A KAFORMS\BUILDING F0RMS\BIdgApp1SubRgmts.doc Page 2 of 2 REV 6-16-04 ��� j. �Pub'- COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA .95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: � d l ASSESSOR PARCEL NUMBER �ng-6-2-50-WI Proposed Building Use: Ww �1 �i Im Tif, kwi11S _ 2i(i No( inn Permit Technician: .f 1 - Date: to Itepis required in ord f o apply for a permit. All boxes MUST be checked OR marked NA in order to apply. VU 1. Site planV3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered. plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxesl ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings 11°1 8. Manufactured homes: (A)Installation manual, including marriage line info, (C)Lloor Plan, (D) iedown or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Hazardous Material Form '-5N 12. Acknowledgement of building permit application without required clearances. ❑ 13. Other RQmaining items needed to issue the permit. (May require additional plan review upon receiptif the following items.) 14. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico Oroville, as applicable ❑ 15. Fire Sprinklers............................................................................................ ❑ 16. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 17. Soils Report and/or Engineered Foundation required ........................................... ❑ 18. Erosion Control Plan Required........................................................................ 19. Fees as shown on the attached Schedule of Fees Due Sheet .............................. �r-i %T LS 20. City of Chico Plumbing permit........................................................................ ❑ 21. Site plan and business license approval from the City of Biggs .............................. ❑, 22. California Department of Forestry plan approval ❑ paid. Sent by: ............ 1111" 23. Planning approval for (A) Use:�(B) Parking: (C) Parcel Check:........... (Zi`olrDt1 ❑ 24. Contact Land Development about _ Improvements, _ Drainage ........................ ❑ 25. Fire Marshall Review (commercial projects only). Sent by: ' SIN26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style; Classification) ................... ❑ .29. Worker's Compensation Carrier and Policy Number .......................................... ❑ 30. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits ........................... ...... ""........ ............ ❑ 34. Deed Restriction.......................................................................................... ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other: When issued Telephone i 5,�O7 rJ33- (0289 OW nor and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. * --? Applicant:4a,O.GL�� ✓ ./ Date: A/ _ 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items re Ib " Contractor, design owner as advised of the above data by phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed Date. Structural approved by. Date' Note transfer by: Date: Yellow: Building Divis on K/Building/Plan Check/Data Sheets/data sheet page 2 9.27.05 .. "� E.H. USE ONLY Piot Plan Attachad ~� Roar Man Attachad Sent to ®.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance s AI - Owner Location AP# Plan Approved for: Sewage Dispos Water Sup Iy: -1blic j Private Well Clearance for dwelling. Other -V Hwy" -, Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Date 8/96 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 PRONE (530)538-7541, FAX (530)538-2140 SCHEDULE OF RECEIPT OF FEES Website: www.buttecounty.net/dds OWNER )61 A.P. # OL(p 250 -WI PROPROSED BUILDING USE N&I M1 , T �V��S� MII0 DATE `0-2_1-05 J RECEIPT # DATE REC. 1. BUILDING PERMIT FEES ---Balance Due ..................... $ 2Q.q'4 1G�2� - - s- --- FEMA Flood elevation review --- Additional plan checking Fee.... $ 2. SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. W4. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) oorRf 5. RESIDENTIAL DEVELOPMENT IMPACT FEES COUNTY WIDE (per dwelling) $ CHICO URBAN AREA (per dwelling) $ EL MEDIO FIRE DISTRICT (per dwelling) $ NORTH CHICO SPECIFIC PLAN (per dwelling) Zoning 6. SRA FIRE INSPECTION AND PLAN CHECK FEE $204.98 (paid at Building Division) 7. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 8. SMIP. 9. DRAINAGE FEE 10. OTHER 11. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. DATE 1,12 Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 7/05) Department C n 11 n fi Michael Crump, Director of Public o f B u t t VY Y)OrkS t,WD DEVELOPMENT DNISION Store Water Management Program 7 County Center Drive Oroville. CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination Systercr (NPDES) Phase 11 Construction Storm Water Permit and Storm Water Pollution Prevention Pian (SWPPP) Acknowledgement (LESS THAN 1 ACRE Project Description: {-1 Project Location and/or Parcel Number: �� � " 0 50 By signing below, L the project ownerlowner's agent, certify that this project WII,L NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain build -outs of less than one acre but when combined with. subsequent phases total more multiple site than one acre disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board I am aware that submitting false and/or inaccurate information or failure to apply for a Construction a Regional Water Quality Control Board for a project Stour/ Water Permit from the State of Californi that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date: Butte County Department o 'Develop pent Ser -vices °�vTr�° <. 7 County Center Drive ° Oroville, CA 95965 ° P. o (530) 538-7601 Telephone cO*U 1 (530) 538-7785 Facsimile BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building permit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledge: I need to submit applications for septic and/or well to Butte County Environmental Health immediately. I am required to bring the approved Environmental Health site plan -and approved sanitation clearance to the Building Division as soon as clearance is obtained. ® I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for disposition of plans. The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building permit or require submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not .limited to, verification the parcel was legally created, adherence.to.all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). . Please print: Applicant Name;�e��SSQ L APN: s Building site address: D / Det % Ed �%-�nii ��� Permit No.: I have read, understood and accept the terms and conditions as expressed herein as indicated by my submission of the above -referenced building permit application and my signature below: r�G�NATURE OF APPLICANT DATE 4 r K:Forms/BidePermirMthoutClearancrs 020705 e 7KA BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) u12 - School District Dmvi IIS Hioh /PnIMM01 Building Department No. P052g0 A.P. Number Jurisdiction: 0 City. COunty. �, I1 _dc�lec Property Owner Property Location/Address Lone- Tytt W 1 a I" ra) t CA Subdivision Lot No. .......................................................................................� Residential Development Q Q Q :Sq. Footage No of Living Mobile Home Addition/ "Supplemental to (Group. R) Units Installation Conversion Permit # '(No foundation inspection) :........................................................................................ Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document), Commercial/Iridu"stria) 0 Q New Addition Identification No. 'I ( (t'wyi! beet Address) .(City) 0600 9 8 --- School District certifies that has complied with the requirements'of Resolution No. representing ' ): SI!QC� square feet. School District Representative Paid by Check # �' Remarks: .0 LA %-4 1 Sq. Footage I 11,,E11'-' (Including Exterior-- Roofed Areas) io-2i-n� Date e (Applicant) (Phone Number) 9�-? " (State) q (Zip Code) OS . / by payment of $ 6y9 y. q0 B 2926 $ ULL MITIGATION = Date Notice: You may protteat�the�,lmposhlon of the fees Identified above by submitting a written protest.to the District, In compliance with rn Govement Code Sii 66020(a), within 90 days from the date fees aro paid. Failure to submit a timely written protest will prohibit you from challenging the Imposition of the fess 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 mWaste Its Impact on the school district's •schools. White (school district), Yellow (building department), Pink (applicant) feefonn.xls (3(05)d0nm BUTTE COUNTY DEVELOPMENT FEE CERTIFICATION FORM >(FEATHER RIVER RECREATION AND PARK DISTRICT (FRRPD) ❑ CHICO AREA RECREATION AND PARK DISTRICT (CARD) ❑ PARADISE RECREATION AND PARK DISTRICT (PRPD) ❑ DURHAM RECREATION AND PARK DISTRICT (DR -PD) Assessor Parcel Number (s) n2i - `L�JO " O()I Building Permit Number _U052_Cf0:z Property Owner (s) Project Location /Address Lon at Ed Pak- u'Ph Subdivision Name Assessable Sq. Ftge Type of Residential Development (check one) New Development Alteration/Addition(s) Mobile home Demo Permit (date issued Comments: Department R$bresentative Single Family -Detached Single Family -Attached Non -Residential to Residential Multi -Family Dwelling. Mobile home replacement verified by Assessor Department verified by Building Department ❑ FRRPD ❑ CARD . ❑ PRPD 0 DRPD certifies that: 10_.21-05 Date Applicant Name 1, Phorie-Number. Mailing Address City State Zip Has complied with requirements of the Butte County Board of Supervisors Resolution No. by Payment of: Dwelling Units @ $ Square Feet @ $ Remarks: Paid by Check No: Paid by Cash: Recreation and Park District Representative per unit for a total of per sq foot for a total of $ Receipt No: l k/Q -5 �♦ 1 9PI UPI / nn OPT 08L 8ahL LAt' OPT CORNER SHOWS f`f C13ME— CLc O O PROV�a°3�co aJI S.G.D. STP a QT M tcc 10- � 14' Linen 18 x 5d WJO 78 x 5a •Vvja %R w4 ll ub $ waI r S .li I • l J• f: 8"es S s s S G 1T-4" 10'-8"�S'-4'10'-8"•--- � � rnvlsr�rrs _ �, 111 –73-4775-62 rn O g/.�� `' 1 Co i �.� 112 11S 3 344 16680 571 U.S `JQ V_ "' \j ri GRiVRi SY ca YOafg tit 126 X 355 681 1 >at��l�ilOD! ' oNis I21 62 812 E Cum 1➢i w YFmi awl ! _ 1'/� l • .Si11N `P 1.43 5(tt { A Wv uSTN 9A1H TJL u FRuu S@ m OPT • SY- 3HTEF I ' 6i' �_ � ri �� r . �. 1 I63 63 BOX LENGTH UPSCKLMON DRAAING NUMBER 191 181 We E- !i9H_ —7-1 602B-3(X-29–CAIN 7451 -CT I NOTES RESIDENTIAL 026-25-0-001 00-1771 PERMIT NO. ( .11 BELL;-ODESSA~~--~ ~— --�-- LONETREE. PALERMO CO TR: GENE DILL NEW SINGLE FAMILY l r SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY S OFFICE COPY Address GAS D atg Meter By _ ELF_,TRIC Meter y, Harp GAS i Dates Meter By— '. Date"3--Zq Meter By JOB FINALED (Date) J —/6 -,o Signature t� i ,1 Is r SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY S OFFICE COPY Address GAS D atg Meter By _ ELF_,TRIC Meter y, Harp GAS i Dates Meter By— '. Date"3--Zq Meter By JOB FINALED (Date) J —/6 -,o Signature J = OK 0 = Not OK = Not Applicable = Not Ready , MOBILE HOMES Date ' MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 2. Soils; Special MH Support Sketch Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/O -Concrete Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 4. Water; Location -Test -Easement Needed (Sketch) Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Grnd-/ - /Amp -Concrete Carports; Windows -Doors 6. Gas; Location -Test -Wrap;-/ /" L'ft. / /'Nat. or/ /"L"ft./ PLPG Electric 7. Well Clearance & Discorinect Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 8. Utility Clearance Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. 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 1. 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. 5. Drain; MH Test -Fall -Flex Connector 3. 6. Water; MH Test -Regulator -Connector 4. 7. Water and Sewer Connected -C/O to Grade -HD Approval 5. 8. Gas and Electricity Tagged 6. 9. Tie Downs -Type -Installation Cert. 7. 10. Exits; Insp.-Sketch 8. 11. Cert. of Occupancy 9. 12. Permanent Foundation Only; License Decal 10. Plumb.; Cir. Test -Water Supply Test Date Light Niche 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 -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 = OK 0 = Not OK = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date _)WQerfloor (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slone I' g,.-Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. arage; Soils-Steel-Elec. Grnd.-/ P Ftg. Depth _,"talporches & Decks; Soils -Steel-/ /" Ftg. Depth Ste ails, Main; Steel-Blockouts-Wrapped Garage; Steel- Blockouts-Wrapped owns and Special Anchors ab, Steel -Wrapped iers- ifeplace Ftg.-Steel Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date P - BING (Permit) OK except #'s �ze Boxes & No. of Conductors Stapled ater Htr.; Vent -Access -Combustion Air Baffle dx Installed Close to Edge of Studs & C.J. Water Pipe; Test & Anchor -Nail Protection Equip. Ground made up w/Mech Fasteners -Bond Gas & Water D.W.V.; Test Fittings & Anchor -Nail Protection Appliance Circuits in Kitchen & Conductor Size GFI an- est,- First Floor -Tub Access ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 21. Test Tub & Shower, Second Floor -Tub Access Range Circle/ ' / gra Cu or AI -Oven Circ. 40 / ga&r AI Insulated Neutral f� /s ID No 22. Gas Pipe; Sixe & Anchors -Riser Conductors & Ground Main Disconnect a 32. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Date Date / xture & Transformer Clearance -Ins. Protection Date Elec. Receptacles Spacing -Lights & Switches at Doors �ze Boxes & No. of Conductors Stapled 2 dx Installed Close to Edge of Studs & C.J. Smoke Detector Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection Appliance Circuits in Kitchen & Conductor Size GFI 29. ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circle/ ' / gra Cu or AI -Oven Circ. 40 / ga&r AI Insulated Neutral f� /s ID No service -Riser Conductors & Ground Main Disconnect a 32. JEWip. Clearances Panels-Motors-Mech. Equip. 11_Clothes Closet Light -Shower Light -Spa Light ec. Outlets at Wood Panel, Int. & Ext. moke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s A.C. Ducts Insulation & Support 3 Vent Fan, Exhaust above insulation 1- Condensate Drain & Overflow, Size & Grade - Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet tic Access & Platform if.6araase.in.Uic Date Card B-1 Date Card B-1 Date Card B -t Date Card B-1 Date RAMING (Permit) OK except #'s r_.Si rsProper Materials & Anchors jAf Walls Studs -Nailing Spacing & Braces -Plates -Sound 42, Bearing Walls over Girders & Floor Nailing 3: Dra Stop in Walls (rat proof) 1,44-_Fjre,Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing Date FRAMING (Continued) . Ha rs-Post Caps -Anchors -Connectors Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. 48 Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Toe -14 -firm. Windows or Exiting Doors -Sill Ht. & Dimensions Garage Fire Protection Framing pert Line Firewall & Openings bao'Gt. Doors -One 3' -Check Garage 3rd Story, 2 Exits lead -Rise -Run -Landing -Fire Protection . lywood on Roof Overhana-Attic Vents -Rafter Outriaaers ash -Drip Screed -Fd. Vents-Underftr. Access g Area -Glass Protection -Skylights -Plastic r Shear Walls; Nailing -Bo AY 60. Bra Interio eHor Wall Pane1&__,-' n 62. Infiltration -Walls -Windows Date Date / Ecard B-1 - Date Card B-1 t Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings Smoke Detector Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection e room Exiting G.F.I. & Bath Fixtures & Tub Access -Spa lec. Trim & Subpanel, Breaker Sizes & Labels ,fa. tairs & Rails (27:7ireplace or Stove, Clearance -Hearth ec. Outlets at Wood Panel, Int. & Ext. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance _ Tic. Outlets & Receptacles at Kit. Counter Z+ -Dara a Fire Door; Swing -Landing -Closure A.C. Duct in Garage -Damper Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection Elec. & Mech. Equip. Listed for Location Elec. Receptacles in Garage (F.F.I.)-Romex Protection Insulation -Foam -Looked in Attic eck Construction -Post Caps &i--F4R-*Bemt9 8i Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes ollowing Instld./Drive 0 Yes TT9o_/Walks J Yes .0 No/Planters 0 Yes J No Brown -Finish 84 A.C. Unit Disconnect, Electrical -Plumbing U, -'Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings QE --Water Well, Disconnect, Electrical, Plumbing la xterior Elec. Trim, G.F.I. Receptacle -Underground til r,Throughout House se-G-iass Protection 90. Corre tions from Previous Inspections Gas est -Meters Tagged, Gas -Electric W & Sewer Connected -C/O to Grade -HD Approval En ompliance Certificate -Other Certificates Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: �� .@ v CERTIFICATION OF INSULATION ADDRESS OR TRACT SACRAMENTO INSULATION CONTRACTORS -b-) i ❑ P.O. BOX 854, WEST SACRAMENTO, CA 95691 LIC. #202026 LOT # i® 1309 MELODY ROAD, MARYSVILLE, CA 95901 LIC. #202026 1 I, ❑ P.O. BOX 9651, FRESNO, CA 93793-9651 LIC. #202026 ❑ P.O. BOX 1631, RENO, NV 89505 LIC. #10675 v YY C +f�1[ ❑ 3326 A PONDEROSA WAY, LAS VEGAS, NV 89118 LIC. #10675 11 L/ J I DATE I SULATION/COMPLETED ( SQUARE FEET) ( SQUARE FEET) ( SQUARE FEET) TYPE OF INSULATION TYPE OF INSULATION TYPE OF INSULATION MATERIAL MATERIAL MATERIAL FIBERGLASS FIBERGLASS _ FIBERGLASS FORM FORM FORM BATTS BATTS & BLOW BATTS MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D. MANUFACTURER MANUFACTURER MANUFACTURER OCF OCF OCF BAGS R - VALUE APPLIED R - VALUE APPLIED MIN. INSTALLED R - VALUE APPLIED INSTALLED THICKNESS INSTALLED THICKNESS WEIGHT PER SQUARE FOOT INSTALLED THICKNESS tl /Al KNEE WALLS IF R -VALUE IS OTHER THAN WALLS ABOVE MATERIAL FORM R VALUE MANUFACTURER FIBERGLASS BATTS OCF AIR INFILTRATION SEALANT MATERIAL MANUFACTURER - - � h 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 -INSULATION. CONTRACTOR TITLE MANAGER DATE h(l/(J) :' SIGNATURE -GENERAL CONTRACTOR TITLE DATE REMARKS: f 1 SIC -303 ATTIC COPY s COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, California 95965 • Telephone (530) 538-7541 PFRMIT NO. (Rev. 12/96) APP LICATION AND PERMIT �� ✓ ASSESSOR PARCEL NUMBER 026-25-0-001 ZONING A 5 BUILDING PERMIT OWNER ODESSA BELL TELEPHONE - SO. FT. OCC. BUILDING VALUATION 9171121 IR io9ji4_nn . OWNERS MAILING ADDRESS - 551 NEWBRIDGE MENLO PARK CA 94025 484 IT sJig-nn CONTRACTOR'S NAME TELEPHONE GENE DILL 534-9722 194 C 1,619-00 CONTRACTORS MAILING ADDRESS P.O. BOX 5732 OROVILLE CA 95966 CONSTRUCTION LENDER Fireplace A 1500.00 LENDER'S MAILING ADDRESS Total Valuation $ 19n c;R nn ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 713.00 , ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 4463.45 BUILDING ADDRESS 0 LONE TREE, PALERMO, CA Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 1219.45 LOT NO. SUBDNIS IONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF CA Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 1 7.00 77.00 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 CC Addition ❑ Remodel ❑ UBlities ❑ Installation ❑ Other ❑ Describe Work: NEW STN(;T,R FAMILY PWF:T,T.TNG Gas piping stem 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home I S I G W 920.00 PERMIT FEE S 157.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200AORLESS 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 i II force and effect. License Class LIC. NO. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the. structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO t000A 46.00 NEW CONST. DWELLING OCCUP. ADDNS. DDS. 2 & ACC. BUDS. SO Q 3.5¢Fr; 87.6E NOR EW CONST. NON-RESID. CU @7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FDmJRES BAL @ t: 0 Ex. Occup. ops APP 1E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE : 130.68 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of_a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the wo is' compensation provisions of section 3700 of the Labor Code, I shall f ° th comply os pr, , isions. X __ Date ^ ®� _ S gn a of Applicant - ner ❑ Contractor ❑ A ent^ An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating DUAL PACK 30.00 Cooling 6.50 Hood 6.50 Ventilation PERMIT FEt $ 65-50 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 Occ 1 AT CONST. TYPE VN TOTAL FEE $ HAZ. I D. FE IMP I FLOOD CD PARCEL I PD HD SUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have ie _ By vLli PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. q PO to / I � 2 Date ReceiptNo. 3 . 5v WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION V 7�CD'unty Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT N0. (Rev. 12/96) ` . APPLICATION AND PERMIT 4- -/2V MiEfSO11PARMILM81 ,� ��) / ZO-4 BUILDING PERMIT f Q� 5 l/ Ow e I T�1ON° SO. FT. OCC. BUILDI G ML iji M e Kplpl�� on 9 fIZ 1ENOM M41.04 ADDRESS - Fire lace - •� 5.00 O'G Total Valuation Is 23.00 ARCNITECTOREN61NEtA 20.00 ucENSENo. —Sling Fee $ 20.00 ARCHITECT OR E0MNEE1117 MA11No ADDRESS Permit Fee $ .� Plan Checking Fee $ eu11ILcgoADOREsa Energy Plan Checking Fee S r s PERMIT FEE s •� {OT NO. - SUBDIVISION'S NAME PAACEL MAP o PLUMBING PERMIT Q Filing Fee 20.00 USEOFSTRUCTURE 0 SF Duplex D Mobilehome ❑ Other ?I ~ S -c- Each Trap I 7.00 Solar or heat um water heater 23.00 ' Water piping 1S.00 f s TYPE OF WORK /(NewAddition D Remodel O Utilitie%s�❑ Installation ❑ Other ❑ Describe Work: (SjC� e Each as water heater or vent 15.00 IS — Gas piping stem t - 5 outlets t 5.00 S = Building sewer 1S.00 I. Mobile Home S G W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Flin ee 20.00 Main Seryice z00o°„v,00nL�Ess 23.00 . r `.. Win Service ZOOA TO IOWA 46.00 _ NEW CONST. OWEL NO OCCUP. m SD OR ADONS. ( L ACC. eLOs. U 3.5¢R: , CONST.NEW MULTFOUTLET ` /� NONAESID. RRANCN COMM" 7 1;7.50 9 fIZ PERMIT FEE 1 $ 1 '; 1 MECHANICAL PERMIT I Fling Fee 1 20.00 6. PERMIT FEt_ S fo4Z7. '2;'Q Mobile Home Installation Fee $ Energy Inspection -F.Re s (,(, CONST JTY T . 6TAL FEE $ 7 HAL SEs W D =F ,AR pp MA ISSUE This permit is hereby issued under the applicab;e provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. . By Date PERMIT EXPIRES ON 6 SNOLE OUTLET CIR. Ex. Occup. OUTLET OR irwrun Es 200 1.00 S&L @ .SO FD(ED A MES, OR Ex. OCCU ,D. SI OtlTIETs EA 5.00 Temporary Service 23.00 Mobile Home Facilities _ 20.00 Misc. Wiring 23.00 PERMIT FEE 1 $ 1 '; 1 MECHANICAL PERMIT I Fling Fee 1 20.00 6. PERMIT FEt_ S fo4Z7. '2;'Q Mobile Home Installation Fee $ Energy Inspection -F.Re s (,(, CONST JTY T . 6TAL FEE $ 7 HAL SEs W D =F ,AR pp MA ISSUE This permit is hereby issued under the applicab;e provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. . By Date PERMIT EXPIRES ON ^�''ah�,{ •y, , wd! . I Q,kWw' '3tA COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER:41 ASSESSOR PAR EI�3iJMBBV a Proposed Building Use: Building Inspector: "'�_--- Date: — , CJ At time of permit application, I as Advised the following data must be submitted prior to permit processing and/or issuance: ,,• Date Received By ❑ 1. All items have been s6bmitted ----- ; :- ------------------------------------------------------------------------------ Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- OU Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ►, Energy Design Compliance and supporting documentation. ---------------------------------------------------- Cl 7. Statement of Intent for Non -Heated and A/C Buildings.--------------------------------------------------------- .' ❑ 8. H dour Material F, 7m ' -------------------------------------------------------------------------------- anufactur -Home data and instal ation instructions including Tie Down Specifications .------------ ------ Feeso O ------------- � --------------------------------------------------------------------- p fees as shown on ttached schedule. ----------------------------------------------------------------- orm of Forestry plan approval/fees.----------------------------------------- --------------- 0 13. Flood erva ntr - 'certificate- ---------------------------------------------------------------------------------------- VXkV4, Sanitation and plot plan approval Health Department. ------------------------------------------- ❑ 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approva4om the City of Biggs. ---------------------------------------------- ❑ 17. Planningapproval for A Use: � __________________________ PP () (B)hParlung: ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- 0 20. Pre -inspection for required. Request to Building Inspector on (Date) ❑21. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ 022. Workers' Compensation carrier and policy number.----------------------------------------------------------- 1123. Owner-Builder ---f------------- ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner 11) - -------------------------------------- k2 ------------------------------------- ❑2 tter of signature authorization. ------------------------------- 5. ecorded copy of Agricultural Acknowledgment Statement. ❑26. Letter of intent on building use. --------------------------------- ❑ 27. Manufactured Home utility clearance. -------------------------- 1328. Existing violations and/or expired permits ---------------------- El 29. -------------------- ❑29. 1143 A, El Grant Deed, ❑ M.H. Title, Cl Check to H.C.D $ E130. Other: When you issue the- t ocees }as follows ❑ Mail to owner, ❑MaiiII toot tractor, Telephone 17 ? v and hold for pickup at IJV ce. ❑Del' w' Spector. 5/72 uc 7-. (5v Z 8/0o P Applican ' Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air ollution Date: By: _ Copy of plans sent ❑ Health Department, ❑ Fire Departme ❑ ther: Date: By: 1. Index permit application for the above items numbered:ElPlan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, o 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, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, w advised of the above r uired data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: 2 Plans approved by: � Date: _ , f Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by. Date: Yellow Copy - Department of Development Services, Building Division. •. ,_ TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY Oot. Pion Attached -50 Floor Plan arched Sent to B.O. / 8/ Owner kocation AP# Plan Approved for: Sewage Dispos'aI T Water Supply: Clearance for dwelling. Other Hold final for: Final clearance O.K. for: (VOTE: Public Private Well IK)IQ Ohl' E ironmental Health Specialist Date 8/96 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 A. P. # `�S� 'd PROPOSED BUILDING USE �j DATE G `X7 —C9 o RECEIPT # DATE EC hUILDING PERMIT FEESo �j -- Balance Due ................ -- Additional Fees Due ........... $ -- Additional Fees Due ............ $ �J- Revised Plan Checking Fee ....... $ _� 2. SCHOOL DISTRICT FEES_�� (paid at District Office) l!���l� 3. SHERIFF FEES (paid 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 FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER 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 chary during the plan checking process. DATE 2_� lV® Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) 4, COUNTY SCHOOLS IMPACT FEE CERTIFICATION FOAM (One form per Building) School District le UK, 41. Building Department No. u A.P. Number 04Z �zs Jurisdiction: pity County Properly Owner Property Location/Address Notice: You may protest the imposition of the fee's identified above by submitting a written protest ip the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. F : ailure 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 Schoo:ls Impact Feei'dartification Form; the -SchoblPistrict is 'ia'iiv'taI Quality,Act ICEQA), notified by the applicable Local Planning Agency that this project is being revievved urider'ihe,Californ,E V 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 (10/98)dmm FA Subdivision Lot No. ..................................................................... Residential DevelopmentSq. ... .................................... Footage ,,No of Living Mobile Home Addition/ 'Supplemental (Group R) Units Installation Conversion Permit # .................................................................................................................... .(�o foundation inspection): Commercial/Ind' u friaf, F Q 4 New Addition G (Including Exterior Rooted Areas) 00 Building Department Represerititive ".1ft Date n. r by School District Personnel) V 4 V V Q J6 Dis�!,Icf Identification No. 61 L6 Un lovi 1414 School District cert4es that Did �1 U (Applicant) yli .41 en I (Street Address) L.4—N (Phone Number) te (City) (State) (Zip Code) has complied with the requirements of Resolution No. by payment of $ representing 40 square feet. AB 2926 S // FULL MITIGATION $ e, r School District Representative Daie Paid by Check # Remarks: Notice: You may protest the imposition of the fee's identified above by submitting a written protest ip the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. F : ailure 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 Schoo:ls Impact Feei'dartification Form; the -SchoblPistrict is 'ia'iiv'taI Quality,Act ICEQA), notified by the applicable Local Planning Agency that this project is being revievved urider'ihe,Californ,E V 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 (10/98)dmm FA PRC —ECT PROCESSING RFr:ORD APPLICANT: OWNER PERMIT /: 00 - 1-7 1 1 A. P.#: C52�" Z�U-Gol WORK DESCRIPTION: DATE C��,+-r- 1,u M rev ,l�-e C -6 -0 -CIO c)- 4-0'1� --b o o /,( :o r� I Owner: bej Building Permit Number: Cb -/77) Plans Examiner: A P. Number: GENERAL: 1. Zoning requirements — (number of permitted living units). 2. Building permit valuation. Plans signed by the designer. Proper description of work. on the application. Existing violations on the property - Recorded notice of violation. PLOT PLAN: 1. Complete parcel size and dimensions. 2. Setbacks, side yard, easements, etc. Other buildings or structures. ,: Grading, fills and/or drainage. ,S', Flood hazard Special conditions on Parcel Map (Noise, SRA, Fire Sprinklers, Water Tender, Traffic and Drainage fees).... p " FAU &FAS road setback. � � • Building or utilities across lot lines (record form). FLOOR PLAIN: 1. Plans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building Code section 106.3.3). 2.10% of natural light and 5% of ventilation (UniformBuilding Code section 1203)...02 -7 4 5 3. Egress windows (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7).- ;r Glazing in Hazardous locations (Uniform Building Code section 2406). e!` Required room sizes and ceiling heights (Uniforiii Building Code section 310.6). a' GFCI in baths, garage, kitchen, wet bar; and exterior receptacles (NEC 210). 8. Prohibited locations of gas water heaaters (Uniform Plum-bing Code 509& 1213.5). 9. Prohibited locations of gas heating'equipirierrt (Uhm-ih Mechanical Code 304.5). GnO. Garage firewall separation - reciired on gauge sideincluding"suppoiting aralls'an�d niform ((� Building Code section 302.4 excepti6n43). CQ`(j . r-¢� ((� C 11. Wood stove location' Alcove clearance (UMC section 205 confined space 81c:3 unconfined space). ,1 Smoke detectors (Uniform Building Code section 310.9.1). . Water closet clearances (Uniform Plumbing Code 408.5). 1 ' Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Page 1 of 2 UCTURAL DETAILS: Conventional construction — Unusually shaped buildings (Uniform Building Code section 2320.5.4). 2.' Standard bracing or engineered design (Uniform Building Code se6tion 2320:11.3). Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. 7 Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Rafter ties or bearing ridge beam. Fireplace construction details and calculations if necessary. . Garage door header size(s). ' )X Porch header size(s). " ,Stud heights. 14 Expansive soil — special foundation design required. 5. Retaining walls requiring design. pedal Inspection requirements. F er.ypsum wallboard nailing inspection required. MISCELLANEOUS ITEMS: 1: Stairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section 1006):. } 2. Guardrails (Uniform Building Code section 509). 3.4: Brick or stone veneer (Uniform Building Code section 1403). 4.- Exterior plaster— weep screeds (Uniform Building Code section 2506.5). S: Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). R66f covering type — (fire hazard). 7. ° Foa_n insulation — protection. 8. .36. halls and stairways (Uniform Building Code section 1004.3.3.2). 9. Two exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). 10 Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). 11: Attic access and ventilation (Uniform Building Code section 1505). `.12'.:Combustion air for fuel burning appliances - LPG requirements. "Sound7desi irements. - 14: nergygn compliance and supporting documentation. Flashinall exterior openings. 16. CDF responsible area requirements. 17. Building Permit requirements: 17.1. SRA. 17.2. Flood elevation certificate. 17.3. Fire Sprinklers required. 17.4. Special Inspection requirements. 17.5. - Use Permit conditions. 17.6. Sub-Standard Housing letter. Page 2 of 2 PLAN REVIEW RESPONSE FORM In oder to expedite the review of our plans, please complete the following information and return this form with Y P �6 � Your re -submittal this form is not complete. as to all eomdon items, we will not be able to accept your resubmittal for review, 'There must be a v response to every item requ6W in our plan cc`rrection letter. "By other' is not considered a valid response. Please indicate y response to each item aad the location where the information can be found on the pWWcalcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIMmae ne ©Y&ss4 ALL ©Z0- 25No-001 (RESPONSE FOR PLAN CHECK LETTER UA I W: - g -2.2-0D 9--51-00 PERMIT NUMBER 00-1771 PLAN CHECK ITEM 0 RESPONSE BY:LOCATION �, � / � • �QIV t v✓v� �2 ON PLANS/CAL S: ���L�' ��C 91 ���J l�IO 56,4 O'F 4!�5V COMMENTS: 6 PLAN CHECK REM # RESPONSE BY: � I - , LOCATION ON PLANS/CALCS: COMMENTS: 6 PLAN CHECK ITEM N RESPONSE BY: �LL LOCATION ONNS/CALCS: 15wj caoAA COMMENTS: 6 PLAN CHECK ITEM # RESPONSE BY: �I L/ LOCATION ON�NS/CALCS: . ` `.' D 'F- rv111J-GL COMMENTS: 6 PLAN CHECK ITEM X RESPONSE BY: LOCATION ON PLANS/CALCS: © L� F -a in COMMENTS: -------------- � i PLAN REVISION Please complete the following information in order to process your submittal. If this form is not com and legible, it may cause a delay in processing. plete, cor Owner's Name: Received B I. —t Date: O / A. P. #: /I25 -n-- M Permit #: �" Time: ContactPhoneNumber: 71 Purpose of submittal: ❑ PermitApplication Data Item ❑ Engineering ❑ Plan Revision M'Re uested b Build' q Y Building Inspector or Correction Notice -Inspector's Name: ❑ Requested By Plan's Examiner - Examiner's Name: ' ❑ Other: If you are revising a plan which has already been issued, submit two(2) drawings reflecting the revisions for pla review. If engineering is involved in this revision, the engineer must put his requirements on these drawings an stamp and sign the drawings. Include two (2) sets of wet signed engineering. Revised drawings must clearly shop anees proposed and to a+ions involved a K.� "c1CH r%ppcovea, rrocess as Follows: ❑ Mail to Owner at this address: ❑ Mail to Contractor at this address: ❑ Call and hold for pickup at the ❑ Chico Office ❑ Oroville Offic-- ❑ Deliver with next inspection. , Revised Plan Check Fee: ❑ 546.00 Receipt #: p Additional Fees Not Requirec Additional, fees may be due based upon complexity and time involved to process this submittal Additional Fees: Receipt #: APPin%OV5 Butte County Environmental Health VC06 MICHAEL M OONE Y 5AMADRoNEAYE. CIVIL ENGINEER ORmLLE, CA 95966 RCE 20647 (916) 533-2131 a Butte County July 19, 2000 Development Services Department Building Division 7 County Center Drive Oroville, CA 95965 Re: Truss calculations Odessa Bell/Dill I have reviewed the truss calculations for this job. My review includes identifying and locating loads in excess of 3000 pounds. Where inadequate, foundation elements have been revised to reflect a minimum design bearing load of 1000 to 1500 pounds per square foot dependent on my mood and or site conditions. Thank you for your consideration and patience. Yours, Michael Mooney My license expires 9-30-01 5 } ~COMPUTER METHOD SUMMARY '�`` Page 1 C -2R --------------------- --------------------------------------------------------------- Project Title: Bell House Run: 140 30 -Aug -00 Project Address: Bell House Building Title: Document Author: Telephone: Bell House Don Freemyers Building Permit # Plan Check / Date Compliance Method: CALRES2 1.35 Field Check / Date Climate Zone: 11 ENERGY USE SUMMARY (kBtu/ft2-yr) Energy Use Standard Design Space Heating 21.49 Space Cooling 13.30 Water Heating 13.02 Total 0.330 47.81 GENERAL INFORMATION Conditioned Floor Area: Average Ceiling Height: Building Type: Building Front Orientation: Glazing Area, 1 of Floor Area: Average Fenestration U -value: Average Fenestration SHGC: Number of Dwelling Units: Number of Stories: Floor Construction Type: Number of Conditioned Zones: Total Conditioned Volume: Ground Floor Area: BUILDING ZONE INFORMATION Proposed Design --------------- 20.39 12.14 13.01 -------- Complies 45.54 Yes 2004 ft2 8'0" ft -in SFD Single Family Detached deg (West) 13,01 0.65 0.63 1.00 1 Slab on grade 1 16032 ft3 2004 ft2 Floor Vent Zone Area Volume Thermostat Height Name (ft2) (ft3) Type Type (ft) ------------ ------- -------- ------------- ------------ ------ House 2004 16032 Conditioned CEC Standard 210" OPAQUE SURFACES Surface Area Type (ft2) ---------- ------ Zone = House Door Door Door Wall Wall U- Insl Total Tru Slr Construction value Rval Rval Azm Tlt Gns Type Location/Comments ----- ---- ----- --- --- --- ------------ -------------------- 20.0 0.330 0 3 290 90 Yes CEC_30-Wood Outside 40.0 0.330 0 3 290 90 No CEC_30-Wood Unconditioned 20.0 0.330 0 3 110 90 Yes CEC_30-Wood Outside 136.0 0.059 21 17 290 90 No W21.2x6.16 Unconditioned 322.1 0.059 21 17 290 90 Yes W21.2x6.16 Outside • 1 • COMPUTER METHOD SUMMARY • r Page 2 C -2R Project Title: Bell House Run: 140 30 -Aug -00 OPAQUE SURFACES continued Surface Area U- Insl Total Tru Slr Construction Type (ft2) value Rval` Rval Azm Tlt Gns Type Location/Comments ---------- ------ ----- ---- ----- --- --- --- -------------------------------- Wall 344.0 0.059 21 17 20 90 Yes W21'.2x6.16 Outside Wall 500.7 0.059 21 17 110 90 Yes W21.2x6.16 Outside Wall 168.0 0.059 21 17 200 90 Yes W21.2x6.16 Outside Wall 92.0 0.059 21 17 200 90 No W21.2x6.16 Unconditioned Floor 2004.0 -- 0 -- -- 180 No S1ab140C Grade Ceiling 2004.0 0.024 38 42 -- 0 Yes R38.2x4.24 Attic PERIMETER LOSSES Insul Perimeter Length F2 Insul Depth Type (ft) Factor R-val (in) Location/Comments ------------------- ------ ----- ------ ---------------------------------- Zone = House Exposed 18716" 0.756 0 16 Outside Exposed 3516" 0.507 -- -- Unconditioned FENESTRATION SURFACES Fenestration Name -------------- Zone = House Front -1 Front -2 Front -3 FrontDr-4 Front -5 Front -6 Front -7 �ERight -1> Back -1 Back -2 BackDr-3 Back -4 Back -5 Back -6 Back -7 Back -8 Back -9 Left-IJ� Left -2 Glazing Area Tru Open Frame Charactr Type (ft2) Azm Tlt Type Type Name ---- ----- --- ------------------ ---- ------ Wind 15.0 290 90 Slider Metl/Div Double Wind 15.0 290 90 Slider Metl/Div Double Wind 15.0 290 90 Slider Metl/Div Double Wind 6.9 290 90 Slider Wood/Div Double Wind 6.0 290 90 Slider Metl/Div Double Wind 20.0 290 90 Slider Metl/Div Double Wind 20.0 290 90 Slider Metl/Div Double Wind 24.0 20 90 Slider Wood/Div Double Wind 20.0 110 90 Slider Metl/Div Double Wind 8.0 110 90 Slider Metl/Div Double Wind 12.3 110 90 Slider Wood/Div Double Wind 8:0 110 90 Slider Metl/Div Double Wind 8.0 110 90 Slider Metl/Div Double Wind 3.0 110 90•Slider Metl/Div Double Wind 8.0 110 90 Slider Metl/Div Double Wind 8.0 110 90 Slider Metl/Div Double Wind 20.0 110 90 Slider Metl/Div Double Wind 24.0 200 90 Slider Wood/Div Double Wind 20.0 200 90 Slider Metl/Div Double Comment s ---------------- COMPUTER METHOD SUMMARY Page 3 C -2R Project Title: Bell House Run: 140 30 -Aug -00 GLAZING CHARACTERISTICS Glazing 510" Interior SHGC SHGC Charactr Glazing # of U- Shade Type. Int Exterior Ext Name ------------ Type Panes value --------- ----- ----- SHGC See notes ---------------- Shade Shade Type ------ Shade Double Clear 2 0.650 0.650 Standard ---------- 0.680 BugScrn ------ 0.757 OVERHANGS Fenestration Name Height Width Front -1 510" 310" Front -2 510" 310" Front -3 510" 310" FrontDr-4 312" 212" Front -5 610" 1'0" Front -6 5'0" 410" Front -7 510" 410" Right -1 41011 6101, Back -1 410" 510" Back -2 410" 210" BackDr-3 518" 212" Back -4 410" 210" Back -5 410" 210" Back -6 110" 31011 Back -7 410" 210" Back -8 410" 210" Back -9 410" 510" Left -1 490" 610" FINS Fenestration -------------------------- Name Height Width ------------ ------ ------ None THERMAL MASS Mass Name -------------- None Above Left Right Depth Glazing Extension Extension ------ --------- --------- --------- 1010" 114" 410" 24'0" 1010" 1'4" 9'0" 19'0" 10'0" 1'4" 1410" 1410" 1010" 1'4" 2116" 714" 1010" 114" 2410" 610" 210" 1'4" 610" 1600" 21011 1' - 4 " 121011 10'0" 210" 1'4" 3510" 1010" 210" 114" 61.0" 6810" 210" 114" 3110" 4610" 210" 114" 3410" 42110" 210" 114" 37'0" 40'0" 210" 114" 49'0" 2810" 210" 114" 5116" 2416" 210" 1'4" 5610" 21'0" 210" 114" 6216" 1416" 210" 114" 7010" 410" 210" 1'4" 510" 1310" Left Fin Right Fin -------------------------- -------------------------- Exten Dist Exten Dist Fin Fin above to Fin Fin above to Depth Height glzng glzing Depth Height glzng glzing ------ ------ ----- ------ ------ ------ ----- ------ Vol Cond- Area Thck Heat duct- Construction Insd (ft2) (in) Cap ivity Type Rval Location/Comments ----- ---- ---- ----------------- ----------------------------- .COMPUTER METHOD SUMMARY Page 4 C -2R Project Title: Bell House -.Run: 140 30 -Aug -00 SOLAR GAIN DISTRIBUTION Fenestration Winter Summer Targetted Name Fraction Fraction Thermal Mass Comments ------------ -------- -------- ------------- -------------------------------- None 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 Gond. -- central split 10.00 SEER Attic R-4.2 WATER HEATING SYSTEMS Distrib Water Water # of Energy volume System Name Type Heater Name Heater Type Htrs Factor (gal) Standard Gas Standard StandardGas Storage gas 1 0.52 50 WATER HEATING SYSTEMS MISC Solar savings Solar system wood stove wood stove System Name fraction type boiler? boiler pump? -------- standard_Gas -- -- No No WATER HEATER/BOILER DETAILS Rated Pilot Water Recovery Input Standby Tank Light Heater Name Efficiency AFUE (kBtuh) Loss R -value (Btuh) ---------------------- ------------------ ---- -- ------ StandardGas 7606 -- 36.00 -- -- -- HYDRONIC DISTRIBUTION AND TERMINALS Pipe System/Name Type Number run (ft) None Pipe Insul diam (in) thck (in) Insul R -value .COMPUTER METHOD SUMMARY Page 5 C -2R Project Title: Bell House Run: 140 30 -Aug -00 SPECIAL FEATURES, REMARKS, AND NOTES 1. Standard interior shades are assumed to be drapes which need not be installed at the time of inspection. All other interior shading devices must be installed for inspection. 2. Heating duct register location: Ceiling. 3. Cooling duct register location: Ceiling. •CERTIFICATE OF COMPLIANCE: Residential Page 1 CF -1R -------------------------------------------------------------------------------- Project Title: Bell House Run: 140 30 -Aug -00 Project Address: Bell House Building Title: Document Author: Telephone: Bell House Don Freemyers Building Permit # Plan Check / Date Compliance Method: CALRES2 1.35 Field'Check / Date Climate Zone: 11 __________________________________________________________________ GENERAL INFORMATION Conditioned Floor Area: 2004 ft2 Average Ceiling Height: 810" ft -in Building Type: SFD Single Family Detached Building Front Orientation: 290 deg (West) Glazing Area, o of Floor Area: 13.0% Average Fenestration U-Value:0.65 Average Fenestration SHGC: 0.63 Number of Stories: 1 Number of Dwelling Units: 1.00 Floor Construction Type: Slab on grade BUILDING SHELL INSULATION FLOOR TYPES AND AREAS Construction Type Area (ft2) Conditioned? Exterior Conditions/Descripti --------------------------------------------- ------------------------- Slab 2004 Yes Grade Cavity Sheathing Component Insul Insul Total Assembly Type R -value R -value R -value U -value Location/Comments Door 0 -- 3.03 0.330 Outside Door 0 -- 3.03 0.330 Unconditioned Wall 21 0 16.95 0.059 Unconditioned Wall 21 0 16.95 0.059 Outside Wall 21 0 16.95 0.059 Outside Wall 21 0 16.95 0.059 Outside Wall 21 0 16:95 0.059 Outside Wall 21 0 16.95 0.059 Unconditioned Floor 0 0 3.38 0.295 Grade Ceiling 38 0 41.67 -0.024 Attic Slab Perimeter 0 0 0 0.756 Outside Slab Perimeter 0 0 0 0.507 Unconditioned FLOOR TYPES AND AREAS Construction Type Area (ft2) Conditioned? Exterior Conditions/Descripti --------------------------------------------- ------------------------- Slab 2004 Yes Grade CERTIFICATE OF COMPLIANCE: Residential Page 2 CF -1R Project Title: Bell House Run: 140 30 -Aug -00 FENESTRATION Orientation Window West Window West Window North Window East Window East Window South Window South Area U- Overhang (ft2) value Panes 91.0 0.650 2 6.9 0.650 2 24.0 0.650 2 83.0 0.650 2 12.3 0.650 2 24.0 0.650 2 20.0 0.650 2 THERMAL MASS Type Exposed? None HVAC SYSTEMS Area Thick (f t2) (in) Interior Exterior Overhang Shading Shading and Fins Standard BugScrn Overhang Standard BugScrn Overhang Standard BugScrn Overhang Standard BugScrn Overhang Standard BugScrn Overhang Standard BugScrn Overhang Standard BugScrn None Location/Comments ---------------------------------------- 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 System Name Type ------------ -------- Heater Name ------------ Heater Type ----------------- Htrs ---- Factor ------ (gal) ------ Standard Gas Standard StandardGas Storage gas 1 0.52 50 WATER HEATING SYSTEMS'MISC Solar savings Solar system Wood stove Wood stove System Name fraction type boiler? -boiler pump? ------------------------------------------------------------ Standard Gas -- -- No No WATER HEATER/BOILER DETAILS Rated Pilot Water Recovery Input Standby Tank Light Heater Name Efficiency AFUE (kBtuh) Loss R -value (Btuh) StandardGas 76% -- 36.00 CERTIFICATE OF COMPLIANCE: Residential Page 3 CF -1R Project Title: Bell House Run: 140 30 -Aug -00 HYDRONYC DISTRIBUTION AND TERMINALS Pipe Pipe Insul Insul System/Name Type Number run (ft) diam (in) thck (in) R -value -------------- ------------- ------ -------- --------- --------- ------- None SPECIAL FEATURES, REMARKS, AND NOTES 1. Standard interior shades are assumed to be drapes which need not be installed at the time of inspection. All other interior shading devices must be installed for inspection. 2. Heating duct register location: Ceiling. 3. Cooling duct register location: Ceiling. ------------------------------------------------.--------------------------------� 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. t r r� r .f i P ,CERTIFICATE OF COMPLIANCE: Residential Page 4 CF -1R Project Title: Bell House Run: 140 30 -Aug -00 DESIGNER OR OWNER Certification #: Signed Date ENFORCEMENT AGENCY Name: Title: Agency: Telephone: Signed Date DOCUMENTATION AUTHOR Don Freemyers Z�� g-/30/1)0 .Signed Date MANDATORY MEASURES CHECKLIST: RESIDENTIAL (Page 1 of 2) MF -1R Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (•) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable. DESCRIPTION DESIGNER ENFORCEMENT Building Envelope Measures: • §150(a): Minimum R•19 ceiling insulation. §150(b): Loose fill insulation manufacturer's labeled R -Value. • §150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal frame walls (does not apply to exterior mass walls). • §150(d): Minimum R•13 raised floor insulation in tamed floors. §150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. §118: Insulation specified or installed meets insulation quality standards. Indicate type and form. §116-17: Fenestration Products, Exterior Doors, and Infiltration/Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field-fabricated)have label with certified U -value, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. X 3. Exterior doors and windows weathcrstripped; all joints and penetrations caulked and sealed. § 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. § 150(f): Special infiltration barrier installed to comply with § 151 meets Commission quality standards. §150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs. I. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilot lights allowed. Space Conditioning, Water Heating and Plumbing System Measures: §1 10-§113: I IVAC equipment, water heaters. showerheads and faucets certified by the Commission. §150(h): I leating and/or cooling loads calculated in accordance with ASHRAE. SMACNA or ACCA. § 150(i): Setback thermostat on all applicable heating and/or cooling systems. § 1500): Pipc and lank insulation I. Storage gas water heaters rated with an Energy Factor fess than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank. non -recirculating systems, insulated (R-4 or greater) 3. Back-up tanks 11or solar system. unfired storage tanks. or other indirect hot water tanks have R-12 external insulation or R-16 comhincd intcmal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water systems. 5. Cooling system piping below 55° F insulated. �6. Piping insulated between heating_ source and indirect hot water tank. July 1, 1999 MANDATORY MEASURES CHECKLIST: RESIDENTIAL (Page 2 oft) MF -IR Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (•) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable. DESCRIPTION DESIGNER ENFORCEMENT Space Conditioning, Water Heating and Plumbing System Measures: (continued) ' §I50(m): Ducts and fans 1. All ducts and plenums constructed. installed, insulated, fastened, and scaled to comply with the ICB0 1997 UNIC sections 601 and 603: ducts insulated to a minimum installed R4.2 or ducts enclosed entirely within conditioned space. Openings shall be sealed with mastic. tape, aerosol sealant or other duct closure system that meets the applicable requiremetns of UL181, UL181A, or ULI81D and other applicable specified tests for longevity given in §I50(m).. 2. Exhaust fan systems have hack draft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. § 114: pool and Spa I leasing Systems and Equipment. 1. Svstem is certified with 7846 thermal efficiency, on-olTswitch, weatherproof operating instructions. no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36" of pipe between filter and heater for future solar heating. b. Cover lift outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. § 115: Gas fired central furnaces. pool heaters. spa heaters or household cooking appliances have no continuously burning pilot light. (Exception: Non -electrical cooking appliances with pilot < 150 ntu/hr) Lighting Measures: § 150(k)l.: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens1watt or greater fitt general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. § I50(k)2.: Rooms with a shower or bathtub must either have at least one luminaire with lamps with an etlicacy of 40 lumens/wan or greater switched at the entrance to the room or one of the alternatives to this requirement allo%%ed in § I50(k)2.: and recessed ceiling fixtures are IC (insulation cover) approved. Juh• 1, 1999 MICHAEL MOON 5 A MADRONE AVB. CIVIL ENGINEPR OROVILLE, CA 95966 RCE 20647 (916) 533-2131 Butte County Development Services Department Building Division 7 County Center Drive Oroville, CA 95965 Re: Odessa Bell APN 26-25-001, Soils August 31, 2000 0 On this date I made a site inspection of the soils on.subject property. The soils on site are best classified as UBC Class 4 soils, silty gravel, or gravelly -silt. The soil is compact and undisturbed. No evidence of expansive soil. Thank you for your consideration. Yours, Michael Mooney My license expires 9-30-01 y� U Cq� FO August 22, 2000 O'dessa Bell 551 Newbridge Menlo Park, CA 94025 • • Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 026-250-001 Building Permit Number: 00-1771 This office reviewed building plans for the permit application referenced above. The plans examiner's comments are listed in Part I below. Please respond in writing to each comment in Part -I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification or calculation shows the requested. information. Additional response information is included on the response form. Your complete and clear response will expedite the recheck and approval of this project. If more than one party is responsible for plans, all party's must respond on the PLAN REVIEW RESPONSE FORM. PART -I Provide additional information and/or make revisions to plans, specifications and calculations as follows: ( 1 Driveway approach shows garage located on the South orientation of the building. Plans and energy calcs show this orientation to be North. Please revise which ever is incorrect. Remove door between office and hallway per Environmental Health Department requirements. Provide 27 square feet of window area (skylights) with 13.5 square feet of open' able area in the family room. You must have windows which open directly to.the exterior of the building. The sliding glass door and window between the family room and room labeled as a sunroom do not meet the code requirements as exterior windows. The room labeled as a sunroom does not meet code requirements as a sunroom and is considered habitable space like other rooms in the house. The new skylights must be added to your energy calcs. Submit two revised copies of energy calcs. Provide location of dual pack for HVAC unit. Energy calcs call for split system. Coordinate calcs and plans. Garage must be provide ith 5/8th's Type X sheetrock on all thetalls and the ceiling. Provide R.C. channel on the ceiling at 16 inches on center. Parcel is located in area of county which may have highly expansive soils. Provide a soil index r`rratin and provide a foundation'desi ned b an engineer if rating of soil is 20 or above. g P g Y g g Review of the building plans by the Butte County Building Division engineer has not been completed at this time. Any additional comments from the engineer will be addressed in separate correspondence. Plan check will continue upon receipt of all of the above items. Additional comments may be generated from your response above where the plan documents were incomplete, inconsistent or not adequate to depict code compliance.. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays. PART -II The items identified below must be submitted prior to permit issuance. These items were noted at the time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Balance of building permit fees is $7.58 2. Complete and return the Butte County School Impact Fee Certification form. (Enclosed to owner). 3. Provide a recorded copy of your Agricultural Acknowledgment Statement. Sincerely, Martha Whitney Plans Examiner cc: Gene Dill Michael Mooney M1 6 L CA) "&4sts pari l A-, K,e, 4D. m;m;,(m e6vw� u_cLIt Q�Jlil�: �) O A-aw `to 2� wit 43W It -t D �- AMA, Viii 36 `1 a4 -16- I. K-1 . I Ats T `OZA-&-aa WOO (m Lwes;:o CA d -�- c� ,,,v-� fsG l o- C2 : Z res �qc Af"42- C31 l U e1Q1 gN ML . 7 7/ "oI It I.IVUNI 9 NG OEPARTM6i,, ROuFf) 1 GA-&� 4wc 0, 9/2- 506 c.�t Aviiak6 nc-�. 4 � e � t t CERTIFICATE OF COMPLIANCE: Residential Page 1 CF -1R --------------------- ----------`------------------------------------------------ Project Title: Bell House Run: 147 06 -Sep -00 Project Address: Bell House Building Title: Bell House Building Permit # Document Author: Don Freemyers Telephone: Plan Check /.Date Compliance Method: CALRES2 1.35 Field Check / Date Climate Zone: 11 GENERAL INFORMATION Conditioned Floor Area: 2004 ft2 Average Ceiling Height: 810" ft -in Building Type: SFD Single Family Detached Building Front Orientation: 270 deg (West) Glazing Area, t of Floor Area: 13.001 Average Fenestration U-Value:0.65 Average Fenestration SHGC: 0.63 Number of Stories: 1 Number of Dwelling Units: 1.00 Floor Construction Type: Slab on grade BUILDING SHELL INSULATION FLOOR TYPES AND AREAS Construction Type Cavity Sheathing Exterior Conditions/Descripti ------------------- Slab ------------ 2004 Component Insul Insul Total Assembly Type R -value R -value R -value -------- U -value -------- Location/Comments ----------------------- --------------- Door -------- 0 -------- -- 3.03 0.330 Outside Door 0 -- 3.03 0.330 Unconditioned Wall 21 0 16.95 0.059 Unconditioned Wall 21 0 16.95 0.059 Outside Wall 21 0 16.95 0.059 Outside Wall 21 0 16.95 0.059 Outside Wall 21 0 16.95 0.059 Outside Wall 21 0 16.95 0.059 Unconditioned Floor 0 0 3.38 0.295 Grade Ceiling 38 0 41.67 0.024 Attic Slab Perimeter 0 0 0 0.756 Outside Slab Perimeter 0 0 0 0.507 Unconditioned FLOOR TYPES AND AREAS Construction Type Area (ft2) Conditioned? •-------------- Exterior Conditions/Descripti ------------------- Slab ------------ 2004 Yes ------------------------- Grade aUTTE MI Aµ r1vJ.ca..�.r 11{..1V ✓--- v... Energy Volume System Name Type Heater Name --------------------------------------------------------------- ------------------------------------------------------------------- ' Htrs ---- Factor ------ T3e'll k ouge ------------ StandardGas --------- CF -19 1 0.52 50 0&, —Sep— 00 FENESTRATION t Area U- Interior Exterior Overhang Orientation (ft2) value Panes Shading Shading ---------- and Fins -------- ----------------- Window West ----- 91.0 ----- ----- 0.650 2 ---------- Standard BugScrn Overhang Window West 6.9 0.650 2 Standard BugScrn Overhang Window North 24.0 0.650 2 Standard BugScrn Overhang Window East 83.0 0.650 2 Standard BugScrn Overhang Window East 12.3 0.650 2 Standard BugScrn Overhang window South 24.0 0.650 2 Standard BugScrn Overhang Window South 20.0 0.650 2 Standard BugScrn None THERMAL MASS Area Thick Type --------- Exposed? (ft2) (in) -------- ----- ----- Location/Comments --------------------------------------- None 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 System Name Type Heater Name Heater Type ----------------- Htrs ---- Factor ------ (gal) ------ ------------ -------- Standard—Gas Standard ------------ StandardGas Storage gas 1 0.52 50 WATER HEATING SYSTEMS MISC System Name ------------ Standard Gas Solar savings fraction ------------- Solar system type ------------ WATER HEATER/BOILER DETAILS Rated Water Recovery Input Heater Name Efficiency AFUE (kBtuh) StandardGas 760 -- 36.00 Wood stove Wood stove boiler? boiler pump? ---------- ------------- NO No Pilot Standby Tank Light Loss R -value (Btuh) "r. 1 i�� t A CERTIFICATE OF COMPLIANCE: Residential T Page 3 CF -1R Project Title: Bell House Run: 147 06 -Sep -00 HYDRONIC DISTRIBUTION AND TERMINALS Pipe Pipe Insul Insul System/Name Type Number run (ft) diam (in) thck (in) R -value -------------- ------------- -------------- -------- - --------- ------- None SPECIAL FEATURES, REMARKS, AND NOTES 1. Standard interior shades are assumed to be drapes which need not be installed at the time of inspection. All other interior shading devices must be installed for inspection. 2. Heating duct register. location: Ceiling. 3. Cooling duct register location: Ceiling. 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. 0 ,0 rWQ0 V '. � DEPAR WNEW CERTIFICATE OF COMPLIANCE: Residential r Page 4 CF -1R Project Title: Bell House Run: 147 06 -Sep -00 DESIGNER OR OWNER Certification #: Signed Date ENFORCEMENT AGENCY Name: Title: Agency: Telephone: Signed Date DOCUMENTATION AUTHOR Don Freemyers Signed Date TTE GSI't ArFROVE COMPUTER METHOD SUMMARY Page 1 C -2R Project Title: Bell House Run: 147 06 -Sep -00 Project Address: Bell House Building Title: Bell House Building Permit # Document Author: Don Freemyers Telephone: Plan Check / Date Compliance Method: CALRES2 1.35 Field Check / Date Climate Zone: 11 ENERGY USE SUMMARY (kBtu/ft2-yr) Energy Use Standard Design Space Heating 21.49 Space Cooling 13.30 Water Heating 13.02 Total (ft2) 47.81 GENERAL INFORMATION Conditioned Floor Area: Average Ceiling Height: Building Type: Building Front Orientation: Glazing Area, % of Floor Area: Average Fenestration U -Value: Average Fenestration SHGC: Number of Dwelling Units: Number of Stories: Floor Construction Type: Number of Conditioned Zones Total Conditioned Volume: Ground Floor Area: BUILDING ZONE INFORMATION Proposed Design --------------- 20.50 12.00 13.01 -------- Complies 45.51 Yes 2004 ft2 8'0" ft -in SFD Single Family Detached 270 deg (West) 13.0% 0.65 0.63 1.00 1 Slab on grade 1 16032 ft3 2004 ft2 Floor Vent Zone Area Volume Thermostat Height Name (ft2) (ft3) Type Type (ft) ------------ ------- -------- ------------- ------------ ------ House 2004 16032 Conditioned CEC Standard 210" OPAQUE SURFACES Surface Area U- Insl Total Tru Slr Construction Type ---------- ------ (ft2) value ----- Rval ---- Rval ----- Azm --- Tlt --- Gns --- Type Location/Comments ------------ -------------------- Zone = House Door 20.0 0.330 0 3 270 90 Yes CEC_30-Wood A %1715de)O i Door 40.0 0.330 0 3 270 90 No CEC_30-Wood.:Unconditioned Door 20.0 0.330 0 3 90 90 Yes CEC30-Woo'dlt �Qui� d�PAR° 'Y: .Wall 136.0 0.059 21 17 270 90 No W21_2x6.16 Uncondition .d 10 Wall 322.1 0.059 21 17 270 90 Yes W21.2x6.16 h Ps, COMPUTER METHOD SUMMARY Page 2 C -2R Project Title: Bell House Run: 147 06 -Sep -00 OPAQUE SURFACES continued Surface Area U- Insl Total Tru Double Slr Construction 270 Type ---------- (ft2) ------ value ----- Rval ---- Rval ----- Azm --- Tlt --- Gns --- Type ----------=- Location/Comments -------------------- Wall 344.0 0.059 21 17 0 90 Yes W21.2x6.16 Outside Wall 500.7 0.059 21 17 90 90 Yes W21.2x6.16 Outside Wall 168.0 0.059 21 17 180 90 Yes W21.2x6.16 Outside Wall 92.0 0.059 21 17 180 90 No W21.2x6.16 Unconditioned Floor 2004.0 -- 0 -- -- 180 No S1ab140C Grade Ceiling 2004.0 0.024 38 42 -- 0 Yes R38.2x4.24 Attic PERIMETER LOSSES Perimeter Length F2 Type (ft) Factor ----------- -------- ------ Zone = House Exposed 1871611 0.756 Exposed 3516" 0.507 FENESTRATION SURFACES Fenestration Name -------------- Zone = House Front -1 Front -2 Front -3 FrontDr-4 Front -5 Front -6 Front -7 L-1 Back -1 Back -2 BackDr-3 Back -4 Back -5 Back -6 Back -7 Back -.8 Back -9 R-1 R-2 Insul Insul Depth R-val (in) Location/Comments ----- ------ ---------------------------------- Area Tru Type (ft2) Azm Tlt ---- ----- --- --- 0 16 Outside -- -- Unconditioned Glazing Open Frame Charactr Type Type Name ------- -------- ------------ Wind 15.0 270 90 Slider Metl/Div Double Wind 15.0 270 90 Slider Metl/Div Double Wind 15.0 270 90 Slider Metl/Div Double Wind 6.9 270 90 Slider wood/Div Double Wind 6.0 270 90 Slider Metl/Div Double Wind 20.0 270 90 Slider Metl/Div Double Wind 20.0 270 90 Slider Metl/Div Double Wind 24.0 0 90 Slider Wood/Div Double Wind 20.0 90 90 Slider Metl/Div Double Wind 8.0 90 90 Slider Metl/Div Double Wind 12.3 90 90 Slider wood/Div Double Wind 8.0 90 90 Slider Metl/Div Double wind 8.0 90 90 Slider Metl/Div Double Wind 3.0 90 90 Slider Metl/Div Double Wind 8.0 90 90 Slider Metl/Div Double wind 8.0 90 90 Slider Metl/Div Double Wind 20.0 90 90 Slider Metl/Div Double Wind 24.0 180 90 Slider Wood/Div Double Wind 20.0 180 90 Slider Metl/Div Double Comments ---------------- ~� R COMPUTER METHOD SUMMARY Page 3 C -2R Project Title: Bell House Run: 147 06 -Sep -00 GLAZING CHARACTERISTICS Glazing Interior SHGC SHGC Charactr Glazing # of U- Shade Type Int Exterior Ext Name ------------ Type --------- Panes ----- value ----- SHGC See ---------------- notes Shade Shade Type ---------------- ------ Shade Double Clear 2 0.650 0.650 Standard 0.680 BugScrn 0.757 OVERHANGS Fenestration -------------------------- Above Left Right Name Height Width Depth Glazing Extension Extension ------------ Front-1 ------ 510" ------ 310" ------ 10'0" ------ -- --------- 114" 410" --------- 2410" Front -2 510" 310" 10'0" 114" 9'0" 1910" Front -3 510" 310" 1010" 114" 1410" 14'0" FrontDr-4 312" 212" 1010" 114" 21'6" 714" Front -5 610" 110" 1010" 114" 2410" 610" Front -6 510" 410" 210" 114" 610" 1610" Front -7 510" 410" 210" 114" 1210" 10'0" L-1 41011 61011 21011 11411 351011 10'0" Back -1 410" 510" 210" 114" 610" 6810" Back -2 41011 21011 21011 11411 311011 46'0" BackDr - 3 51811 21211 21011 11411 341011 42'10" Back -4 410" 210" 210" 114" 3710" 4010" Back -5 41011 21011 21011 11411 491011 28'0" Back -6 110" 310" 210" 114" 5116" 2416" Back -7 410" 210" 210" 114" 5610"• 2110" Back -8 410" 210" 210" 114" 6216" 1416" Back -9 41011 51011 2101, 11411 709011 4' 0" R-1 410" 610" 210" 114" 5'0" 1310" FINS Left Fin Right Fin Fenestration -------------------------- Exten Dist -------------------------- Exten Dist ------------------------.-- Fin Fin above to Fin Fin above to Name Height Width Depth Height glzng glzing Depth Height glzng glzing ------------ None ------ ------ ------ ------ ----- ------ ------ ------ ----- ------ THERMAL MASS Vol Cond- Area Thck Heat duct- Construction Insd Mass Name (ft2) (in) Cap ivity Type Rval Location/Comments -------------- ----- ---- --- ----------------- ---= ------------------------- None pj� vjIV COMPUTER METHOD SUMMARY Page 4 C -2R Project Title: Bell House Run: 147 06 -Sep -00 SOLAR GAIN DISTRIBUTION Fenestration Winter Summer Targetted ,Name Fraction Fraction Thermal Mass Comments ------------ -------- -------- ------------ --_------------------------------ None 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 System Name Type Heater Name Heater Type Htrs Factor (gal) ------------ -------- ------------ ----------------- ---- ------ ------ Standard—Gas Standard StandardGas Storage gas 1 0.52 50 WATER HEATING SYSTEMS MISC Solar savings Solar system Wood stove Wood stove System Name fraction type boiler? boiler pump? ------------------------------------------------------------ Standard Gas -- -- No No WATER HEATER/BOILER DETAILS Rated Pilot Water Recovery Input Standby Tank Light Heater Name Efficiency AFUE (kBtuh) Loss R'value (Btuh) StandardGas 760-. -- 36.00 HYDRONIC DISTRIBUTION AND TEkMINALS Pipe System/Name Type Number run.(ft) --------------------------- ------ -------- None Pipe• Insul Insul diam (in) thck (in) R -value --------- --------- ------- AME Y E p$ Ae.eROVIED COMPUTER METHOD SUMMARY Page 5 C -2R Project Title: Bell House Run: 147 06 -Sep -00 SPECIAL FEATURES, REMARKS, AND NOTES 1. Standard interior shades are assumed to be drapes which need not be installed at.the time of inspection. All other interior shading devices must instAlled for inspection. 2. Heatih4 duct register location: Ceiling. 3. Cooling duct, register location: Ceiling. ---------------------------------------------------------------------------- 7'? IRNADING DEPS WFDw MANDATORY MEASURES CHECKLIST: RESIDENTIAL (Page 1 of 2) MF -1R Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (•) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable. DESCRIPTION DESIGNER ENFORCEMENT Building Envelope Measures: • §150(a): Minimum R-19 ceiling insulation. §I50(b): Loose fill insulation manufacturer's labeled R -Value. t • §150(c): Minimum R-13 wall insulation in wood framed walls or'equivalent U -value in metal frame walls (does not apply to exterior mass walls). • §150(d): Minimum R-13 raised floor insulation in framed floors. § 150(1) : Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. I §118: Insulation specified or installed meets insulation quality standards. Indicate type and form. §116-17: Fenestration Products, Exterior Doors, and Infiltration/Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except fie ld-fabricated)have label with certified U•value, certified Solar Heat Gain Coefficient (SIiGC), and infiltration certification. I �- 3. Exterior doors and windows weatherstripped: all joints and penetrations caulked and sealed. §150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. §150(1): Special infiltration barrier installed to comply with § 151 meets Commission quality standards. §I50(e): Installation of Fireplaces. Decorative Gas Appliances and Gas Logs. 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control r 2. No continuous burning gas pilot lights allowed. Space Conditioning, Water Heating and Plumbing System Measures: §110-§113: I IVAC equipment, water heaters. sho%venccads and faucets certified by the Commission. § 150(h): I leating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. § 150(i): Setback thermostat on all applicable heating and/or cooling systems. §1506): Pipe and lank insulation 1. Storage gas water heaters rated with an Encray Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non -recirculating systems, insulated (114 or greater) 3. Back-up tanks for solar system. unfired storage tanks. or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. t�—� �+N SNI't VViY 4. All buried or exposed piping insulated in recirculating sections of hot water systems. 5. Cooling system piping below 5S° F insulated. y; ; "U__ WING DEPARWE-6e 6. Piping insulated between heating source and indirect hot water tank.► July 1, 1999 MANDATORY MEASURES CHECKLIST: RESIDENTIAL (Page 2 of 2) MF -1R Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (•) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable. DESCRIPTION DESIGNER ENFORCEMENT Space Conditioning, Water Heating and Plumbing System Measures: (continued) ' § I50(m): Ducts and fans I. ,UI ducts and plenums constructed. installed, insulated. fastened, and scaled to comply with the ICB0 1997 UNIC sections 601 and 603: ducts insulated to a minimum installed R4.2 or ducts enclosed entirely within conditioned space. Openings shall be scaled with mastic, tape, aerosol sealant or other duct closure system that meets the applicable requiremetns ofUL181, ULI81A. or UL181B and other applicable specilied tests f'or longevity given in p150(m).. 2. Exhaust fan systems have hack dratl or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible; manually operated dampers. a 114: Pool and Spa I leating Systems and Equipment. I. System is certified with 7806 thermal efficiency, on-off switch, weatherproof operating instructions. no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36' of pipe bct%vccn filter and heater for future solar heating. h. Cover Fitt outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas fired central furnaces. pool heaters. spa heaters or household cooking appliances have no continuously hurning pilot light. (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr) Lighting Measures: a I50(k) I.: Luminaires liir general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater fix general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. I50(k)2.: Rooms with a shower or bathtub must either have at least one luminaire with lamps with an etlicacv of 40 lumcnsAvatt or greater switched at the entrance to the room or one of the alternatives to this requirement alltmed in §I>0(k)'_.: and recessed ceiling fixtures are IC (insulation cover) approved. JUIV 1, 1999 LONGFE* LLOW LUMBER CO. INC. ■ QualityTruss Design - - -- -- - ---- ■ Roof & Floor Systems (800) 678-0112 (530) 893-0112 9FAX (530) 893-0140 Customer: 89 Loren Avenue Chico, CA 95928-7434 Address: oleo V/ e- 4 & AP# Job No: Alpine Engineered Products, Inc. Christian W. Chappell 8351 Rovana Circle Sacramento, CA 95828-2522 (916) 387-0116 Timber Products IrOPUMN&DEPARTMEN P.O. Box 20455 Portland, OR 97220 APPROVED (503) 254-0204 LONGFELLOW LUMBER CO. INC. Quality Truss Design • Roof & Floor Systems (800) 678-0112 (530) 893-0112 • FAX (530) 893-0140 _ 89 Loren Avenue Chico, CA 95928-7434 Important Information for Users of Wood Trusses Longfellow's goal is to supply superior quality trusses. Sensible truss. designs, the best available lumber and exacting workmanship are the key ingredients of our quality control program. (Once trusses arrive at the job site, quality control becomes the responsibility of the builder.) For best results we suggest: DO'S DON'TS Do review your field copy of truss engineering for important bracing, ❑ Do Not cut, -notch or drill chords or webs of trusses. bearing and connection details. (Exceptions will be clearly marked on engineered drawings.) ❑ Do review the HIB -91 Summary Sheet's recommendations for handling, installing and bracing of wood trusses. ❑ Do install roof sheathing ASAP. Trusses hold their profiles best when they have been plumbed and braced with roof sheathing. Especially in hot weather, we recommend sheathing be applied over as much of the building as possible before installing outriggers and gable -end siding. ❑ Do inspect trusses for missing plates or broken lumber. Report defects to Longfellow immediately. ❑ Do secure tails with fascia board. In recent years, the production of lumber from second -growth timber has resulted in an increased tendency for unrestrained tails to twist. We recommend a sub -fascia be installed behind gutters. ❑ Do call Longfellow if you have questions or need additional information. ❑ Do Not cut or remove plates. ❑ Do Not overload single or groups of trusses with plywood, roofing, tools or other construction materials. ❑ Do Not make field repairs without written approval from Longfellow Lumber Co. ❑ Do Not load HVAC units, solar equipment,. fire sprinklers, etc. on trusses unless truss engineering has been designed to accomodate the specific point loads. BEFORE INSTALLING: Make certain truss sequences and end -for -end orientation are correct. GE 7 -.3�-ov GAULE END OCIAIL S1PUIIGOACK INAIL TO LE(X")ER 12' U.C. ) (BRACED AT 55' O.C.► ORALE LEDGER [HAIL A35 10 VERTICAL 113(K' W/2-I0d NAILS)r.An c/ 1K) SPACING FUR 113 = 56.0' D.C. REFER. TO SIPPSIXI CATALOG C-9411-1 FOR PRUUUCT AIIACIUVIF SPCCIFICAIICN IATIACII A35 III FI OIRECIICN (H) 2X4 F.L. OR II.F. 12 OR GIF. SIP,ONGOACK BRACE 11115 IIIIfi PRIPA1I[D FROtt CUHI'DIER IIIPUT (LOADS 6 DIHEIISIONS) SIIIItIIIIEII of IIIUSS HER. REAP MATERIAL 0116JUKERI I (C ) GAGLE 6 ' � d5 2X �;Ir\ COIVIOH 1PUSSES S IRONGDACK BRACED AT 55' O.C. (C) IX4 CDNIIMUUUS LAIC -PAL GRACING FDR GRACE (SIRIINGOACK) HUNGER LONGER THAN 72'. ATTACH AT HIOPUIIII Or EACH GRACE /2-8d (CGINUII HAILS, - 24' MAX GAGLE ENO OUTLOUKER _lot I ll 10I 1 0L_101_01 01 01 0 (SII\ (111) t•PI1 PEAK PLATE 10 HATCH COtION TRUSSES. MOTE:.CIIOP,OS TO BE 2x4 FIR-LARCII 12 Hill. ( SI 1 SPLICE PLATE 10 MATCH COMMON TRUSSES. NOTE: 111IS DETAIL HAY BE IISEO FOR (Ill 1 )EEL PLATE 10 HAICII [019.011 TRUSSES. TRUSSES WIT11 PITCHED D.C. ALSO. (A) OPTION 10 WEB FLAIING: USE 13)-2' (PI► PLATE MAX. WEB LENGIII 5 -II -0 IX3• (SI) (N) 110IJ WEB INTO CIIURD ON ONE FACE FOR A TOTAL OF 6 STAPLES. (PI ), (G) a (S) 1 SI ) L (III) MUST BE PLATED. I LE (G) GABLE EHO DESIGII BASED ON 75HPI1 W1110 LOAD, EXPOSURE '0' AT 0-25 F1. MEAN 15-6-0 3X4• TNI 15-6-0 SS 7-9-0 610.0 I (H) 2X4 F.L. OR II.F. 12 OR GIF. SIP,ONGOACK BRACE 11115 IIIIfi PRIPA1I[D FROtt CUHI'DIER IIIPUT (LOADS 6 DIHEIISIONS) SIIIItIIIIEII of IIIUSS HER. REAP MATERIAL 0116JUKERI I (C ) GAGLE 6 ' � d5 2X �;Ir\ COIVIOH 1PUSSES S IRONGDACK BRACED AT 55' O.C. (C) IX4 CDNIIMUUUS LAIC -PAL GRACING FDR GRACE (SIRIINGOACK) HUNGER LONGER THAN 72'. ATTACH AT HIOPUIIII Or EACH GRACE /2-8d (CGINUII HAILS, - 24' MAX GAGLE ENO OUTLOUKER _lot I ll 10I 1 0L_101_01 01 01 0 (SII\ (111) t•PI1 PEAK PLATE 10 HATCH COtION TRUSSES. MOTE:.CIIOP,OS TO BE 2x4 FIR-LARCII 12 Hill. ( SI 1 SPLICE PLATE 10 MATCH COMMON TRUSSES. NOTE: 111IS DETAIL HAY BE IISEO FOR (Ill 1 )EEL PLATE 10 HAICII [019.011 TRUSSES. TRUSSES WIT11 PITCHED D.C. ALSO. (A) OPTION 10 WEB FLAIING: USE 13)-2' 6 - lod (DIIPEIN BLOCK HAILS T, \[ GRACE 3-104 )TAILS EACH EII) OUTLOOYER CR UERIA 3.5' MAX. IYP. IIOICH B 24. O.C. 1.5'HA. 12' Hill 24' MAX 2X4 F.L. LLHGER GRADES WIRE STAPLES (0.(172 DIA./15 GA.) 1DEHAILEO IRRU CIIORO 11110 WEB 6 PLATE MAX. WEB LENGIII 5 -II -0 IX3• 2-0-0 11 Design Criteria: TPI -95 ••YARNING•• IAVSS[S AIOUTAI 111AINI CAN[ 11 FABAICA1101, RANOt100, SNIPPING. IISIALLING AID BNACINO. AIFII IO VIB•11 (NANOIINO IASIAll1NO AID BRACINO), ►UBIISB[D BY IPI (INUSS ►LAI[ 11f111B1[. i1) O'OIOFIO DA., SYPH 100, MADISON, VI . 63111), FDA SAF[IV PAACIIC(f INION 10 I(1/OMNI NO IN[f[ FUICIIOIf. VMtISS 01011VISI IXOICAI(D, 101 CHORD SRAM NAVE'PRO►IAIY AIIACXED S7RVCIUAAt ►AXILS. 1011011 CNCAO SNAit HAVE A IROPIRIT AIIACMID 01010 CI[IIND, ••IM►OR/ANT'• FYRNISM A COPY OF INIS 0I510I 10 IN( INSIAIIAIION CONIIACTOA. ALPINE (IOI1([1[D P00DUCIf, INC, SNAII X01 1[ N[f►ONf 11l[ FOR ANY DIVIAIION FROM INIS DESIGN: ANY FAItUR[ 10 IOtlO IM( INtlSSIf I1 COOFOANAOCI MEIN 1►1; ON FABNICAIIRO, NANOlINO. fHl//100, INf1AllAIION ON INACISO Of INUSfIS. INIS OEsIGX CONE CAMS YIIN A►PIICABt( PROVISIONS Of NDS (NAIIOAAI DESIGN 1P(CIFICAI101 IVIIISH[0 IF 101 AMERICAN FORIfI AND PAPER ASSOCIATION) AND III. ALPIN[ C0AN(C IONf AN[ MAD( Or tOGA ASIN ABS) 0131 OAIf. SII[l, [IC[►1 At NOVO, APPLY CONN[CIOAf 10 (ACMVISI CRAVINGS( I)O, I ISO SANDN 160IAtF. IS OAN[(NOII[IACSI SIAL ONX0IIsis INISDESIGN. OIAHIMO AP►IIIfCONl YC 10R IN[[OISION lor IN[ MUSS OIPICIto VIII AMC SHAM Tot I[ 111110 U►ON IN ANY OATEN III. 110IJ WEB INTO CIIURD ON ONE FACE FOR A TOTAL OF 6 STAPLES. (PI ), 2X4• 0-1-0 1 SI ) L (III) MUST BE PLATED. 11 (G) GABLE EHO DESIGII BASED ON 75HPI1 W1110 LOAD, EXPOSURE '0' AT 0-25 F1. MEAN 15-6-0 3X4• 13-6-0 6 - lod (DIIPEIN BLOCK HAILS T, \[ GRACE 3-104 )TAILS EACH EII) OUTLOOYER CR UERIA 3.5' MAX. IYP. IIOICH B 24. O.C. 1.5'HA. 12' Hill 24' MAX 2X4 F.L. LLHGER GRADES IEIOIf. , MAX. LEM W/ SIRDIIGOACK BRACE I S ) STANDARD 5 -II -0 PLT TYP. Wave O Q 0 Q Q ALP1N L �j�[� T j�� ^ 1 1` LJI� !_1 �I '•—•' TPI -95 Q Q O I� 11 Design Criteria: TPI -95 ••YARNING•• IAVSS[S AIOUTAI 111AINI CAN[ 11 FABAICA1101, RANOt100, SNIPPING. IISIALLING AID BNACINO. AIFII IO VIB•11 (NANOIINO IASIAll1NO AID BRACINO), ►UBIISB[D BY IPI (INUSS ►LAI[ 11f111B1[. i1) O'OIOFIO DA., SYPH 100, MADISON, VI . 63111), FDA SAF[IV PAACIIC(f INION 10 I(1/OMNI NO IN[f[ FUICIIOIf. VMtISS 01011VISI IXOICAI(D, 101 CHORD SRAM NAVE'PRO►IAIY AIIACXED S7RVCIUAAt ►AXILS. 1011011 CNCAO SNAit HAVE A IROPIRIT AIIACMID 01010 CI[IIND, ••IM►OR/ANT'• FYRNISM A COPY OF INIS 0I510I 10 IN( INSIAIIAIION CONIIACTOA. ALPINE (IOI1([1[D P00DUCIf, INC, SNAII X01 1[ N[f►ONf 11l[ FOR ANY DIVIAIION FROM INIS DESIGN: ANY FAItUR[ 10 IOtlO IM( INtlSSIf I1 COOFOANAOCI MEIN 1►1; ON FABNICAIIRO, NANOlINO. fHl//100, INf1AllAIION ON INACISO Of INUSfIS. INIS OEsIGX CONE CAMS YIIN A►PIICABt( PROVISIONS Of NDS (NAIIOAAI DESIGN 1P(CIFICAI101 IVIIISH[0 IF 101 AMERICAN FORIfI AND PAPER ASSOCIATION) AND III. ALPIN[ C0AN(C IONf AN[ MAD( Or tOGA ASIN ABS) 0131 OAIf. SII[l, [IC[►1 At NOVO, APPLY CONN[CIOAf 10 (ACMVISI CRAVINGS( I)O, I ISO SANDN 160IAtF. IS OAN[(NOII[IACSI SIAL ONX0IIsis INISDESIGN. OIAHIMO AP►IIIfCONl YC 10R IN[[OISION lor IN[ MUSS OIPICIto VIII AMC SHAM Tot I[ 111110 U►ON IN ANY OATEN III. STD 4 r 6 - lod (DIIPEIN BLOCK HAILS T, \[ GRACE 3-104 )TAILS EACH EII) OUTLOOYER CR UERIA 3.5' MAX. IYP. IIOICH B 24. O.C. 1.5'HA. 12' Hill 24' MAX 2X4 F.L. LLHGER GRADES MAX. LENGIII WITICUT BRAC IRG (N) MAX. LEM W/ SIRDIIGOACK BRACE I S ) STANDARD 5 -II -0 I1-10-0 11 7-9 0 15-6-0 11 L BETTER. 7-9-0 15-6-0 SS 7-9-0 IS -6-0 TC LL 30.0 PSF c TC DL 15.0 PSF c BC DL PSF oc LL 0.0 PSF TOTAD. 50.0 PSF DUR.FAC, 1.15 SPACING REF 8992 DATE 03/19/98 DRW CDT 12 SEON - 25458 FRO11 POC CLB WEB BRACE SUBSTITUTION THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED. NOTES: THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T -BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE -RUN DESIGN WITH APPROPRIATE BRACING. WEB MEMBER SPECIFIED CLD ALTERNATIVE BRACING SIZE BRACING T OR L -BRACE SCAB BRACE 2X3 OR 2X4 I ROW, 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X8 I ROW 2X4 1-2X6 2X6 2 ROWS 2X6 2-2X4(*) 2X8 1 ROW 2X6 1-2X8 .2X8 2 ROWS 2X6 2-2X6(*) T -BRACE, L -BRACE AND SCAB BRACE TO BE.SAME SPECIES AND GRADE OR BITER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. (*) CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. .ALPINE.. RACING.REFER TO HIB -5 INSTITUTE, 583 D'ONUFR TO PERFORMING THESE F RLY ATTACHED STRUCTUR, IG.•IMPORTANT•■ FUR ENGINEERED PRODUCTS, JJ ANY FAILURE TO BUILD ING, SHIPPING, INSTALLIN SIONS OF NDS (NATIONAL ASSOCIATION) AND TPI.i T AS NOTED. APPLY CON DESIGN, POSITION CONNEC LANCE Of PROFESSIONAL J SNOVN. THE SUIIABILI T -BRACING OR L -BRACING: APPLY TO EITHER SIDE OF WED NARROW FACE ATTACH WITH 16d NAILS AT 8" O.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH T -BRACE OR L -BRACE SCAB BRACING: APPLY SCAB(S) TO WIDE FACE OF WEB. NO MORE THAN (1) SCAB PER FACE. ATTACH WITH 10d NAILS AT 6" O.C. SCAB BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH SUITE 200, MADISON, VI. 53719) FUM SAF L I T F'KAL I ILLS ONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE MELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGII A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, ) BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE GN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND E CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL IRS TO EACH FACE OF TRUSS AND, UNLESS OTHERVISE LOCATED ON PER DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES JEERING RESPONSIBILITY SOLELY FOR 'THC TRUSS COMPONENT JD USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING DING. DESIGNER PER ANSI/TPI 1-1995 SECTION 2. T -BRACE L -BRACE QROFESS/OpftlS DRAWING REPLACES DRAWING 579,640 rr• 4!'- t LL PSF REF CLB SUBST. r DL PSF DATE 06/25/99 No. 5 DL PSF DRWG BRCLBSUB0699 EqL LL PSF -ENG M LH KAR ciNI�. ��Q, T.L.D. PSF FOF CQ` DUR.FAC. SPACING muss GRACING/DIOCKIIIG PrlAll TIUs DWG PRIPARIO rR011 COIIPtJI(R IIIPUI ItUADs 111111111SIOlISI sua1111110 at IRuss MrR MUGS IUU►CWO/BLOCKING DETAIL (AT SUP('ORT) 11011it BRACING DESIGIf:U 10 STABILIZE 11111SSES, AND HAS NOF BEEN IIESITV) lU RESIST LATERAL SIIEAR LOADS. --' (A) 2X4 13 IIEN-FIR OR BETIER COIITIIJUOUS LATERAL BRACING TO BE EQUALLY SPACED. AITACII NIM (2)•1611 NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT 00111 EIDS 10 A SUITABLE SUPPORT BY ERECTIDII CONTRACIOR. , I (N) IIEIOIif OF TRUSS AT SUPPORT. 1. I1 NG SECTION S -S a TRUSS (0) 2X4 II.F. 03 OR BETTER DIAGIT4 DRACE. APPLY IN PAIRS AT 16-0-0 (T) - TRUSSES .D.C. ATTACII 10 EACII OVEIILAPIAIIJG TRUSS USING (2)-16d NAILS AS 51104!11. (P) SIIEAIIIING BRACE NAY BE LOCATED Ott EIT11EI1 FACE OF VERTICAL. APPLIED TO TOP CHORD. (L) LOADS AS IIIUICAIED DII TRUSS DESIGN. (1,1) IF TRUSS IIEIGIIT AT SUPPORT IS 10.0" OR LESS, DIAGONALS NOT REQUIRED. 8 - APPROX. (110) BLOCKING TO BOTTOM CIY'RG OVER SUPPORT, 45' II.F. 13 OR BETIER 2X SIZE OF DOT-ICI4 CIIORD. PLT IYP. Nave --I TPI -95 Design Criteria: TPI-95(STD) 10.2c3 ••YA1U CA/ -/1/./ -/R/ - r O Q I0•• Il9l flf II OY 111 I1111M1 CAI[ 11 At11CAt 101, IA1D1110, 101/►110, INflAIIING AND Q Q IIA(10c, VIII 10 M11.11 INA1DlIlD I1HAt1110 AND OMAt1N01, ►Y1llfN(G It nl 11NDIf PLATT 0`ESSIO O 111111YI1. lq O'OIor10 DA.. !10111 100, nA0t101: YI 6.3110), !01 IAr111 ►IACtltlf III OI 10 Q�. ►II/01N11i TG' LL 'REF R427 Q �y, INIfI I9I(11011- Yllllf 01011911( IAOICAIIO, 10► INDIC �011l MAI( IIB/1111 AIIACMIO .4y,O -`i.° Q 1,IV IYI 11 ►A1111, 101100 (ROAD fNAII 1AVI A ►1011111 AIIACNIO VOID (111110. V! TC UL DAIS 1/12/94 MPI.AIAMI•• 191111■ A COPY 0! 1011 01!101 10 IM( IIIIAttAl10N 10 INAC101. AI►III 110111(110 ~ /1009(1!, INt. )■All 0 C D L (� ) O ALPINECom. 101 11 111►0111911 IOt A1Y OI IIII ION )IOM 191E OC f1011 All IA11911 10 t� 1:111 101 1191111 10 ton l%ct 9110 l/lt OA lA111CA10NG. MINGLING. 11111110• IIIIAt1Atl01 on I 11 At 10C Ol 1111111. 1■It OIf10I ton 01.E Alto Atf(ITAtt ►101131011 Of NO$ IMMORAL DI110M L L 1111111(11101 ►0113.10 11 IMI AM(11U1 lollfl AMC I"II AffOC1U1011 AND 111. Attlol ,k \!, 1011(11011 All Nf01 or I.OA All. 911/ C11/ GA11IlliIICl/l A3 10110. 1.01 TOT LD. DR11 3,040,6]4 1.1 ED M_ 1-1 A►/lr (0■IIElo11 Io 1Ac■ Iltt or 1193!, AIo 991131 olNnnn 01 1010 ot11c■, ►oflnol to■11t1o9f 1n x Ely`s p1� ou9ncl 111. Ife A■o It9 A•t. Al lJtc 10110.1 31 Al 01 IM11 1" 119 Af/1111 OiU I* 00R. FAC. CA Ellfi CWC l 10 lot olfloN OF C�\•\� 101 u9tt olrlu(D Nn1 uG still 101 n Iil no Y►o1 11 ur ou(l nr. _ ... .- .- SI'ACIIIG SFE AIM[ CAI 11.1'01MIA. HIP P12-IRMANE 1"ERMANUNT BRACING ST'AR'T OF TOP ('1101d) FLAT TOP C.:IIORD. PI.IRI,INti. ST'AR'T OF TOP CHORD EXTENSIONS. (SLOPING (TYPIC:AI. (CON'T'INUOUS) EX'T'ENSIONS. (SLOPING I'0 FLAT)) � � / / TO FLAT) BRACED HAY A � ROOF SIIEATHING. PERMANENT DIAGONALS F'ORM BRACED BAY. REPEAT AT ALI, HIP FINDS, MAXIMUM INTERVAL EQUALS 20', (NO'T'E: THE IST BAY OF' PERMANENT DIAGONALS FORMING BRACED BAY AT THE #1 HIP CAN BE EXCLUDED WHEN ALL OF THE FOLLOWING CONDI'T'IONS ARE MET: 1) THE CONTINUOUS TOP CHORD PURLINS ARE ATTACHED TO THE FLAT TOP CHORD OF THEdd1L PANELSHIP. 2) PROPERLY ATTACHED STRUCTURATHE END JACKS ARE SHEA'T'HED WITH .) SECTION A -A KIV:LD APPLIED OR BUILT' -1N CRIPPLES CRIPPLE IN PLANE — CRIPPLE OF 'TRUSSES SPACING COMMON BACIC 1' 13RAC1N GF" DEM) CRIPPLE SUPPORT LAYOUT SETUACK SF"PRArI1 CALIF'. dKAGN: BRACING). PUBLISHED BY 1111ALLING(1RU S TC LL 13SF REF 200, MADISON, WL 53719) FOR SAFETY PRACTICES HLESS Of11LRWISE INDICAILO. TUI' COK14D SHALRLY L HAVE T,FESS/Q TC DL I'SF DATE �� 2� 99 VOf BUIIU14 CHUM THIS DESIGN TO TILL TAVE A INS INSTALLATION CUNRACIOR D RIGIU HC DL I, S} DI2WG 1311CALIIIP0699 101 BE RLSPONSIBLE FUR ANY DEVIATION FAUN THIS FIR IOFCTRUSSSES. 01111 0 4G DESIMANCE GN1CONf URNS W,IIIlAr'F'LICABLC __ 'n �'� y BC LL PSF -ENG BRACED HAY A � ROOF SIIEATHING. PERMANENT DIAGONALS F'ORM BRACED BAY. REPEAT AT ALI, HIP FINDS, MAXIMUM INTERVAL EQUALS 20', (NO'T'E: THE IST BAY OF' PERMANENT DIAGONALS FORMING BRACED BAY AT THE #1 HIP CAN BE EXCLUDED WHEN ALL OF THE FOLLOWING CONDI'T'IONS ARE MET: 1) THE CONTINUOUS TOP CHORD PURLINS ARE ATTACHED TO THE FLAT TOP CHORD OF THEdd1L PANELSHIP. 2) PROPERLY ATTACHED STRUCTURATHE END JACKS ARE SHEA'T'HED WITH .) SECTION A -A KIV:LD APPLIED OR BUILT' -1N CRIPPLES CRIPPLE IN PLANE — CRIPPLE OF 'TRUSSES SPACING COMMON BACIC 1' 13RAC1N GF" DEM) CRIPPLE SUPPORT LAYOUT SETUACK SF"PRArI1 MEMO No imimimmmorl-a —I— COMMON TRUSSES CALIFORNIA HIP SYS'T'EM TRUSSES A - #1111p PITCl1ED AND SHEATHED B ` CHORD AREA. o—CRIPPLE (C), SUPPORT LOCATIONS. SUPPOR'T'S EX'T'ENDED MEMBERS TO FLAT TOP CHORD (4' O.C. CRIPPLE SPACING SHOWN.) CONNECT CRIPPLE T'O FLAT TOP CHORD AND EXTENDED TOP CHORD, USING 3 — 8d COMMON TOE NAILS OR 2 — IOd COMMON NAILS 'THROUGH FACE. CH(TYPICAL)ORD EXTENSION SE'T'BACK— j # (B) (B) (B)4(D) B) (D) (B //1 }IIP GIRDER U(B) PURLINS SPACED 24" O.C. 7YP. (CONTINUOUS 2X4) (C) CRIPPLES SPACED 48" O.C. TYP. (D) BUILT-IN FILL CRIPPLES (IIORI'LONTAL MEMBER OPTIONAL) --WARNING-- RUSSLS REWIRE EXI AND BRACING. REFER 10 HIB -91 (W PLATE INSTITUTE, 503 0 '01,101'RIO DI I'RHIR 10 14.144UlNING IIIESL F UNCI I'RII'LRLY ATTACHEO SIRUCIUIIAL h CEILING. ■•IHI'ORIANM1• IURNISH ALPINE ENGINCLRLD PRODUCIS, INC. IILSIGNI ANY FAILURE TO BUILD THC • HANDLING, SHIPPING. INSTALLING AN PROVISIONS U NDS (NAIIOIAL DLSI I'AI MIN ASSOCIAI ION) ANU TVI. ALI-IN LXCL"I AS NUILD. APPLY CONNLCII 1141S DLSIGN, IIOSIIInN CONNLCTORS ACEI PTANr( TD IlRII/ 1 VZ111NAI 1 MCN SEC'T'ION 13-8 BUILT' -IN CRIPPLES OR FIELD CRIPPLE SPACING REFER 1'U ORIGINAL, DRAWING FOR CRIPPLE SPACING. SEE CA -}IIP ENGINEERING F'OR JACK 'TYPE: USED. C *NOTE: SEE ORIGINAL DESIGN FOR SETBACK, LUMBER, PLATING, LOADING AND DURATION FAC'T'OR REQUIRED. THIS- DRAWING REPLACES DRAWING CDI 10 IINSTALLINGFABRICATING. CALIF'. dKAGN: BRACING). PUBLISHED BY 1111ALLING(1RU S TC LL 13SF REF 200, MADISON, WL 53719) FOR SAFETY PRACTICES HLESS Of11LRWISE INDICAILO. TUI' COK14D SHALRLY L HAVE T,FESS/Q TC DL I'SF DATE �� 2� 99 VOf BUIIU14 CHUM THIS DESIGN TO TILL TAVE A INS INSTALLATION CUNRACIOR D RIGIU HC DL I, S} DI2WG 1311CALIIIP0699 101 BE RLSPONSIBLE FUR ANY DEVIATION FAUN THIS FIR IOFCTRUSSSES. 0 4G DESIMANCE GN1CONf URNS W,IIIlAr'F'LICABLC __ 'n �'� y BC LL PSF -ENG —I— COMMON TRUSSES CALIFORNIA HIP SYS'T'EM TRUSSES A - #1111p PITCl1ED AND SHEATHED B ` CHORD AREA. o—CRIPPLE (C), SUPPORT LOCATIONS. SUPPOR'T'S EX'T'ENDED MEMBERS TO FLAT TOP CHORD (4' O.C. CRIPPLE SPACING SHOWN.) CONNECT CRIPPLE T'O FLAT TOP CHORD AND EXTENDED TOP CHORD, USING 3 — 8d COMMON TOE NAILS OR 2 — IOd COMMON NAILS 'THROUGH FACE. CH(TYPICAL)ORD EXTENSION SE'T'BACK— j # (B) (B) (B)4(D) B) (D) (B //1 }IIP GIRDER U(B) PURLINS SPACED 24" O.C. 7YP. (CONTINUOUS 2X4) (C) CRIPPLES SPACED 48" O.C. TYP. (D) BUILT-IN FILL CRIPPLES (IIORI'LONTAL MEMBER OPTIONAL) --WARNING-- RUSSLS REWIRE EXI AND BRACING. REFER 10 HIB -91 (W PLATE INSTITUTE, 503 0 '01,101'RIO DI I'RHIR 10 14.144UlNING IIIESL F UNCI I'RII'LRLY ATTACHEO SIRUCIUIIAL h CEILING. ■•IHI'ORIANM1• IURNISH ALPINE ENGINCLRLD PRODUCIS, INC. IILSIGNI ANY FAILURE TO BUILD THC • HANDLING, SHIPPING. INSTALLING AN PROVISIONS U NDS (NAIIOIAL DLSI I'AI MIN ASSOCIAI ION) ANU TVI. ALI-IN LXCL"I AS NUILD. APPLY CONNLCII 1141S DLSIGN, IIOSIIInN CONNLCTORS ACEI PTANr( TD IlRII/ 1 VZ111NAI 1 MCN SEC'T'ION 13-8 BUILT' -IN CRIPPLES OR FIELD CRIPPLE SPACING REFER 1'U ORIGINAL, DRAWING FOR CRIPPLE SPACING. SEE CA -}IIP ENGINEERING F'OR JACK 'TYPE: USED. C *NOTE: SEE ORIGINAL DESIGN FOR SETBACK, LUMBER, PLATING, LOADING AND DURATION FAC'T'OR REQUIRED. THIS- DRAWING REPLACES DRAWING CDI 10 IINSTALLINGFABRICATING. CALIF'. dKAGN: BRACING). PUBLISHED BY 1111ALLING(1RU S TC LL 13SF REF 200, MADISON, WL 53719) FOR SAFETY PRACTICES HLESS Of11LRWISE INDICAILO. TUI' COK14D SHALRLY L HAVE T,FESS/Q TC DL I'SF DATE �� 2� 99 VOf BUIIU14 CHUM THIS DESIGN TO TILL TAVE A INS INSTALLATION CUNRACIOR D RIGIU HC DL I, S} DI2WG 1311CALIIIP0699 101 BE RLSPONSIBLE FUR ANY DEVIATION FAUN THIS FIR IOFCTRUSSSES. 4G DESIMANCE GN1CONf URNS W,IIIlAr'F'LICABLC __ 'n �'� y BC LL PSF -ENG CATION PUBLISHED UY TIE AMLR )NS ARE HADL 01 20GA ASIN A6 11 FACE 01 MISS AND, UNLESS NGS 160 A -Z. T14E SEAL ON THIS S TOT.LD. * DUR.FAC. SPACING (UtLLV/VS-U1LL / ULLL - Al 3U' MH1fJt TOP CHORD 2x4 DF -L #1 :T2 2x6 DF -L #2: BOT CHORD 2x4 DF -L #1&Bet. WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. #1 HIP SUPPORTS 8- 0- 0 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE ALL TC @ 24.00" OC, ALL BC @ 72.00" OC. W4X4 W5X8 % W3X8 = W2.5X4 = W3X10 1.11 r V A a mi UYIU rKLrAKLU rKUM 1,UPIrUILM 11YrU1 (LUAU) h UIMLnJLVRJ) JUDI-ILI EU D, 1 JJ rU (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD, 10 PSF BC LIVE LOAD PER UBC. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24.00" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. BRCALHIP0699. SUPPORT HIP RAFTER WITH CRIPPLES AT 5- 7-14 OC. W5X6 = W5X8 = W1 .5X4 III g pa�!47i-PAV i -PAV I V -'A i L (�m W4X12(B3) W5X8 = W2.5X4 = W2.5X4 = W1.5X4 III HS416 W5X4 - W5X6 = W5X8 T 3-4-4 -�8-0-0 A► L2-0.01 I 8-0-0 I 12-0-0 I 10-0-0 I t&JI-TE C"i Y 30-0-0 Over 2 Supports -19 INN DEPARTM k_. R=2544 W=5.5" R=2766 PP RO CEO PLT TYP. High Strength,Wave TPI -95\R Design Criteria: TPI STD CA , 1 R - Scale =.1875" Ft. 'WARNING`* TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 16 0 P S F R E F R 4 2 7--48241 BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE W t o •7` . INSTITUTE. 583 O'ONOFRIO DR.. SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO �0<,D '�� T C D L 10 PSF DATE 07/03/00 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CM ORD SHALL HAVE A PROPERLY ATTACHED RIG 1O CEILING. V,P .0 •'IMPORTANT " FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED B C D L 7 P S F D R W CAUSR427 00185079 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO C .0 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, III STALLING ANI B C L L 0.0 P S F C A -ENG GTP / G W H A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS NIT" APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPS. ALPINE Jul O 3 2000 CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO * * T 0 T . L D . 3 3.0 PSF S E Q N - 20231 EACH FACE OF TRUSS. AND UNLESS 0THERNI SE IOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A -Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING S'j. Civil- D U R FAC. 1.25 FR0M GA Alpine Engineered Products, Inc. P RESPONSIBILITY SOLELY FOR TME TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS \P 9� OF . SacrBgi»ellto, CA 9S82H COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER CALIFC�a SPACING 2 4.0 " ANSI/TPI 1.1995 SECTION 2. (titLLU/U3-U1LL / OtLL - AL av nLratl) TOP CHORD 2x4 OF -L #1 :T2 2x4 DF -L #1&Bet.: BOT CHORD 2x4 DF -L #1&Bet. WEBS 2x4 OF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC, EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24.00" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. BRCALHIPO699. SUPPORT HIP RAFTER WITH CRIPPLES AT 5- 7-14 OC. IIN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE ALL TC @ 24.00" OC, ALL BC @ 72.00" OC. ,l,ic mac DOC—DCII CDnM rnMDIITrD INPUT n nen- R OIMFNSIONSI SUBMITTED BY TRUSS MFR. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. #1 HIP SUPPORTS 8- 0- 0 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. W6X8 W5X4 = W3X8 = W5X4 = W 6 X 8 • li, CVA i_ WJAO INC .7A'1 = WI ..TAY III W2.5X4 = W4X12 (B3) W4X12(B3) = HS416 W5X8 8-0-0 I 14-0-0 I 8-0-0 J 30-0-0 Over 2 Supports I R=2517 W=5.5" R=2517 W=5.5" AZ /.A TTE CekMy APPROVEDY PLT TYP. High Strength,Wave TPI -95\R Design Criteria: TPI STD CA 1 R - Scale =.1875" Ft. "'WARNING " TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND t- T C L L 1 6. 0 P S F R E F R427--48243 BRACING. REFER TO HIB•91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE 0-0 w '7 Fy INSTITUTE, 563 D'ONOFRIO.OR., SUITE 200. MADISON, NI 53719). FOR SAFETY PRACTICES PRIOR TO l �• •PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �.P 9� �Z TC DL 10.0 P S F DATE 07/03/00 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIG10 COIL ING. jitr�1 •'IMPORTANT " FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED w B C D L 7.0 P S F D R W CAUSR427 00185080 PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 5800 5 BUILD THE TRUSSES IN CONFORMAtICE WITH TPI; OR FABRICATING, HANDLItIG, SHIPPING. INSTALLING AN B C L L D. D P S F C A- E N G GTP / G W H ALPINE BR AC IIIG OF TRUSSES. THIS DE IGH CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NAT fON AI OESI SPECIFICATION PUBLISHED BY TME AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE U 03 2000 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO # * T 0 T . L D . 3 3.0 PSF S E 0 N - 20256 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A -Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING v� CMI- \P' OUR .FAC . 1 . 2 5 F R 0 M G A P g CONPONENIIFORYANYLPARTICULAREBUILDINGOIS iif RESPONSIOILITY OF THE BUTHE ILDINGIDESIGNERAND SEOF PER THIS CA1If��� Alpine Engineered Products, Inc. OF SPACING 24.0" Sacramento, CA 95828 - ANSIITPI 1 1995 SECTION 2. ( ELL0703-DILL / BELL A3 30' COMN HVACI THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. TRUSS SUPPORTS 240# MECH UNIT; SUPPORTED BY TC AT 12.00, 14.00; UNIT WIDTH 02-04-00: SUPPORTED BY 3 TRUSSES. W5X4 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. DEFLECTION MEETS_L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. Wl .5X4 III WJxb = w . 5A4 111 W4X4(A2) W4X4(A2) W3X6 2I 0-02� 0-0 15-0-0 I 15-015-0-0 15-0-00 30-0-0 Over 2 Supports 'I R=1162 W=5.5" R=1146 W=5.5" PLT TYP. Wave TPI -95 R Design Criteria: TPI STD " WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND tt.� (INSTITUTE .RE 583 D ONOFRER TO IO DR. All SUITE 200DLING ?'LLING MAOI SONNDW1 AC 13111).PUBLISHED U FORSSAFEBY TPI TY PRACT I CESUSS PRIOR'TE TO Q`O�D w •7� F PERFORMING THESE FUNCTIONS. UNLESS OTHER SE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED Q' STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEIL III G. " IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO C 0j BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SIIIPPING, INSTALLING AND ALPINE BRACING OF TRUSSES. THIS DESIGN LONFOR MS KITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE U O 3 2000 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EAC II OR OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 6j. C�VIi. \P DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TME TRUSS•COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS '9TF CEIa Alpine Engineered Products, Inc. COMPONENT FOR ANY PARTICULAR BUILDING IS 7 H E RESPONSIBILITY OF THE BUILDING DESIGNER, PER CIF CALIF $OCTOnitall0, CA 95R28 -ANSI/TPI. 1.1995 SECTION 2. - •« - A3 4J I -T E COUNT v 01; LING DEPARTMEN' .-i,,PPROVED Me 0 CA/-/l/-/-/R/- TC LL 16.0 PSF TC DL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT.LD. 33.0 PSF DUR.FAC. 1.25 SPACING 24.0" - Scale =.1875"/Ft. REF R427--48244 DATE 07/03/00 D R W CAUSR427 00185081 CA -ENG GTP/GWH SEON - 20262 FROM GA (titLLU/U3-U1LL / UtLL - bi ZZ" V1KU) TOP CHORD 2x4 DF -L #1 BOT CHORD 2x6 DF -L SS WEBS 2x4 DF -L Standard :Rt Wedge 2x4 DF -L Standard! PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ADDITIONAL LOADING PER TRUSS FABRICATOR --------------------------------------------------- BC From 830 PLF at 9.00 to 830 PLF at 11.00 BC From 630 PLF at 11.00 to 630 PLF at 15.00 BC From 582 PLF at 15.00 to 582 PLF at 22.00 BC 2766 LB Conc. Load at 8.00 RECOMMENDED CONNECTION ALL FOR TRUSSES FRAMING FROM THE BOTTOM CHORD: SIMPSON HUS26. SEE SIMPSON CATALOG C-2000. W5X14 W2.5X4 5 r uc% c110Alt TT'rn nV TOIICC MCR 2 Complete Trusses Required NAILING SCHEDULE: (0.131x3.0_g_nails) TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: 2 ROWS @ 6" o.c. (EACH ROW) WEBS : 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. IN LIEU OF OR RIGID CEILING USE PURLINS: TO BRACE BC @ 72.00" OC DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W3X8 -� --1 5 W7X6(C8) =, M W1 . 5X4 /// W5X8 (R) III W5X8 (R) III W3X8 \0 HS2514 (C8) W3X14(65R) _ - HS412 1F2-0-0-.;;-1 1- 11-0-0 I 11-0-0 J 22-0-0 Over 2 Supports R=5144 W=5.5" R=7423 W=5.5" J1 i0AJN1 I" LING ®EPARIWE PLT TYP. High Strength,Wave TPI -95\R Design Criteria: TPI STD CA 1 R - Scale =.25" Ft. "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND `• TC LL 16.0 PSF R E F R427--48245 BRACING. REFER TO HI8.91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE oxyo w •7 INSTITUTE, 583 O'ONOFRIO DR., SUITE 200. MADISON, NI 537)9). FOR SAFETY PRACTICES PRIOR TO IV. PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD $HALL HAVE PROPERLY ATTACHED ` (�P q� �2 TC D L 10.0 P S F DATE 07/03/00 STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY LY ATTACHED RIGID CEILING. 4(J7 �SRSY "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED B C D L 7.0 PSF D R W CAUSR427 00185093 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE T rj 0 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING Al BC LL 0.0 P S F CA -ENG GTP / G W H ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF ND$ (NATIONAL-DESI $PECIF IC AT ION PUBLISHED BY THE AMERICAN FOREST AND PAPER AS SOCIAT 1011) AND TPI. ALPINE J 1 03 2000 CON14ECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL,. STEEL, EXCEPT AS NOTED. APPLY CONNECTOR$ TO # T 0 T . L D . 3 3 . 0 PSF S E 0 N - 20289 CACTI FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESI GTI, POSITION CONNECTORS PER ,A DRAWINGS 160 A -Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERIHG _/` civil_ \P' D U R . FAC. 1.25 F R 0 M G A RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AN0 USE OF THIS 9% O la Alpine Engineered Products, Inc. COMPONENT FOR ANPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER,, PER OF ril�IF SPACING -24.0" Sacramento, CA 95828 ANSI/TPI 1.1995 'SECT ION 2. (t1tLLU/Ud-U1LL / UtLL - DZ ZZ' CUMN) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 DF -L #1 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: BOT CHORD 2x4 DF -L #1 TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. WEBS 2x4 DF -L Standard DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 10 PSF BC LIVE LOAD PER UBC. W2.5X4(A1) W4X4 W1.5X4 0 W1.5X4 O� 5 5 r— , +8-0-0 W7 -5X4 - W3X4= W2. 5X4 - W2.5X4(A1) aZ L*2-0-0-,1 11-0-0 _I 11-0-0 I�� COUNII' .22-0-0 Over 2 Supports LUNG DEPAR-l"Im R=8361 W=5.5" R=720 W=5.5" 0 PLT TYP. Wave TPI -95\R Design Criteria: TPI STD CA 1 R - Scale =.25" Ft. "WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND TC LL 16.0 PSF R E F R427--48246 BRACING. REFER TO HIO -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE 00 W, y F INSTITUTE, 583 D'ONOFRIO OR.. SUITE 200, MADISON, NI $3719), FOR SAFETY PRACTICES PRIOR TO V 1 �� PERF ORNINC. THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. ' �P TC DL 10.0 P S F DATE 07/03/00 "IMPORTANT" FURNISH A COPY OF THIS DESIGN TIT THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 7.0 PSF DRW CAUSR427 00185082 PRODUCTS• INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE T - BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SNIPPING• INSTALLING All BC LL 0.0 PSF CA GTP / G W H A L P I N E BRACING DF TRUSSES. THIS DESIGN CONFORMS WIE ADPLICABLE PROVISIDNSOF NDS (NATIONAL DE SIG I ATI STTH D PA ER As 0E MER ICA653 AGR40R SOF02OGAT TAP ACOHN CON N ECTOR SSPEC ASTHME f C EP T1 As NOTE DND AREPMA0 GAL V' S T EEL PL YIT ECTORS TO • J u l 03 2000 * TOT. L D. 33.0 PSF S E O N - 20291 EAC IT FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING "/` civil_ P D U R FAC. 1.25 FROM GA Alpine Engineered Products, InC. RESPONSIBILITY SOLELY FOR 111E TRUSS COMPONENT DESIGN SHOWN. TIIE SUITABILITY AHO USE OF TIIIS �%� C CF . $i1Cr01nenlo, CA 95828 COHPUNENT FOR ANY PARTICULAR 8U ILDING IS TIIE RESPONSID IL TTY OF TIIE BUILDING DESIGNER, PER CAL%P - SPACING - o - --• 24. 0 ANSI/TPI .1995 SECTION 2. _.._ __ _ • - - - ktLtLLU/U,5-U1LL / IXtLL - L.1 7 Ut TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1&Bet. WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. THIS TRUSS IS DESIGNED TO SUPPORT 24" OUTLOOKERS AND SIDING LOAD NOT TO EXCEED 10 PSF (STUCCO) ON ONE FACE. (K) 2x4 DF -L #1 FULL BLOCK. ATTACH BLOCK TO THE TOP CHORD WITH 2X4 ALPINE PLATES @ 24"oc. THROUGHOUT PLUS HEEL PLATES AS SHOWN. unv r nun I'll., cru. . . yr k11. 1 � — .., ,..--- ...... SEE DWG GBLLETIN0699 FOR MORE REQUIREMENTS. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W3X4 (K) 5 F— —1 5 (K) W3X6 W3X6 W3X6 = W3X6 = �8-0-0 W3X6 = W3X6 L----2-0-0 2-0-0--3-J L-2-0-O�;j 4-6-0 I 4-6-0 J DEEg, . ;. �.) A3.0�` t 1 PAR"Y`��4 � . V R.. L `!1 —9-0-0 Over Continuous Support V FE I) R=314 PLF W=5-0-0 Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI -95 R Design Criteria: TPI(STD)CA 1 R Scale =.375" Ft. •'WARNING " TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND REFER-91 NG PLATE BINSTITUTE SSAFEBY 0%-0t- W. ylC �y T C L L 16 .O P S F R E F R427--48248 D ONOFRIO OR HAN SUITE 200TAM ADISONNOWBRAC53719),PUBOR PRACTICE SUSS PR XOR �0�0 .R PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED CTP q� T C D L 1 O . O P S F DATE 07/03/00 STRUCTURAL PANELS, BOTTOM CHORDSHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURIIISH A COPY OF THIS DESIGN TO TIIE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 7.O PSF DRW CAUSR427 00185090 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND EWp.830.2002 B C L L O . O P S F C A -ENG GTP / G W H ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS NIT" APPLICABLE PROVISIONS OF NDS EN AT I OVAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE TO # JulO 3 2000 TOT L D 3 3 0 P S F S E O N - 20302 CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ORA NINGS 160 A-7. THE SEAL ON THIS DRAWING 11101CATES ACCEPTANCE OF PROFESSIONAL ENGINEERING A "/' CIVI1- \P . . . D U R . F. A C . 1 .25 _ FROM GA Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR 111E TRUSS COMPONENT DESIGN SNONN. TIIE SUITABILITY AM USE OF THIS �F 1�� Sacralnehllo,CA95828 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF IIIE BUILDING DESIGNER, PER C� SPACING ' 24.0" ANSI/IPI 11995 SECTION 2. • —nMl l"ICn ov 'IiI HFI% (L1tLLV/UJ-U1LL / t$tLL - LL y1 L.VPTIV TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. W4X4 113= \•l CZ L -2-0-0--J `---2-0-0--J 4-6-0 I 4-6-0 I ssU T E CADON1 Y 9-0-0 Over 2 Supports— :,tAING DEPARTMOC R=401 W=5.5" R=401 W=5.5" PLT TYP. Wave TPI -95 R Design Criteria: TPI STD CA 1 R - Scale =.375" Ft. " WARNING'" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND FER SHE SS PLATE ISUITE W.L-L� T C L L 16 . 0 P S F R E F R427--48247 IN E683 TAMADISONNDNBRAC53719),PUBOfl SAFETY PRALTI CESUPRI OR TO �O`D STITU TE .R D ON OFRIO ORMA1200DLIHG HAVE PROPERLY ATTACHED 9� TIC D L 10 .0 P S F DATE 07/03/00 PERFORMING THESE FUNCTIONS. UNLESS OTHERNI SE INDICATED, TOP CHORD SHALL STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH A COPY OF THIS OE SIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �P BC DL 7.0 PSF DRW CAU$R427 00185083 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING AN B C ILL O . O P S F C A -ENG GTP / G W H ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESI Gt SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCI ATION1 AND TPI. ALPINE JulO 3 2000 * T 0 T L D 3 3 0 PSF S E 0 N - 20304 CONNECTORS ARE MADE OF MA AST. A"3 GRID GALV. STEEL. EXCEPT AS NOTED. APPLY -CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OT HERNI SE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING •A C.IVI1� gyp• �/` �% . . . D U R .FAC . 1 .2 5 FROM G A Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS PER OF CALIF O Sacramento, CA 95828 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, SPACING 24'.0" _ - ANSI/TPI'1-19sS SECTION z. (t1tLLU/U3-U1LL / UtLL - UJ V- UIKU TOP CHORD 2x4 OF -L #1 BOT CHORD 2x6 DF -L SS WEBS 2x4 OF -L #1 ILII) uwu rMtrAKtU YKUM WMI'U ILK InruI (LUAUS 6 UI ML w 3117M3) 3UU1'Ll i ILU UI Inua3 n— . . IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ADDITIONAL LOADING PER TRUSS FABRICATOR BC From 582 PLF at 0.00 to 582 PLF at 9.00 RECOMMENDED CONNECTION FOR TRUSSES FRAMING FROM THE BOTTOM CHORD AT 24" O.C.: SIMPSON HUS26. SEE SIMPSON CATALOG C-2000. W6X6 5(— —15 8-0-0 HS2512 III W3X10(A1) = W3X10(A1) — X2 -0-0---J L�--2-0-0---J 4-6-0 9-0-0 Over 2 Supports R=3020 W=5.5" R=3020 W=51.5" C3 T -M- PLT TYP. High Stren th,Wave TPI -95\R Design Criteria: TPI STD CA 1 R - Scale =.375" Ft. **WARN I NG** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACIN. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, SB3 O'ONOFRIO OR., SUITE 200- MADISON, MI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE iUNCT10NS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. ` 0%-0 VI! /y lc� Q' (.�P q� T C T C L L D L 16.0 10.0 P S F P S F R E F R427--48249 DATE 07/03/00 " IMPORTANT" FURNISH A COPY OFTHIS DESIGNTO THE INSTAILATIONCONTRACTOR. ALPINE ENGINEERED E1(77 EIC D L 7.0 P S F D R W CAUSR427 00185091 . PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO OO S ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SNIPPING, INSTALLING AN BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF HUS (NAT toDE SIG B C L L 0.0 P S F C A -ENG GTP / G W H SPECIFICATION PUBLISHED 8Y THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO * j U O 3 2 O O T 0 T . L D . 3 3.0 P S F S E 0 N - 20306 Alpine Engineered Products, Sacramento, CA 95828 InC. EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DCSIGN, POSITION CONIIECTORS PER DRAWINGS 160 A -Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PR OFESSIONAI. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABIIIfY AND USE _OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF 111E BUILDING DESIGNER, PER ANSI/TPI 1.1995 SECTION 2. .A �/` `IVI \P 9TF O�� �F CAU D U R .FAC . 1.25 FROM GA. SPACING 24.0" (4CLLV/V3'U1LL / UCLL - U1 10 LNPIIV TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard) PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. W4X4 iii . �. n.. u. .. v.. .. v . .. .. ..... .... ... X....,.�., ., �..,�..... ,,.....,.........�., ., IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. \•l w L -2-0-0---J 2 0 0 i B-0-0 i 8-0-0 Y+p . R671,� DEPAHT E" 16-0-0 Over 2 Supports '� Ali I R=632 W=5.5" a��t4/ R=632 W=5.5" CA 1 R - Scale =.375" Ft. PLT.TYP. Wave TPI -95\R Design Criteria: TPI STD ';WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND PI PLTE W. �~ T C L L 16 . 0 P S F R E F R427--48250 PUBORSSAFEIY PRACTI(TRUSS ORATE INSTITUTE CE SPR �O�D �� .REFER DOONOFRIO O(HANDL:NG 2EOTAMADISONNDWBRAC5311q) PERFORMING THE SE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SIIALL NAVE PROPERLY ATTACHED ('P q� �y T C D L 10.0 P S F DATE 07/03/00 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. " IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED B C D L 7 .0 PSF D R W CAUSR427 00185084 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO rj .BUILD THE TRUSSES INCONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING ANf B C L L 0.0 P S F C A -ENG GTP / G W H ALPINE BRACING OF TRUSSES. TIIIS DESIGN CONFOfl MS NITII AD PL IC ABLE PROVISIONS OF NDS (NATIONAL DESIG SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATIONI AND TP 1. ALPINE Jul O 3 2000 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO * * TOT. L D . 33.0 P S F S EON - 20308 Alpine En inecrcd Products, P $ECFaD1Ci110, LA 9SH2H Inc. ONNEC10R5 PER EAC FACE FACE OF TRUSS, AND UNLESS OTIIERNISE LOCATED ON THIS DESIGN, POSITION CONNECTOR S DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PRUiESSIONAL CNGIII EERING flcsPoflslD n ITr SOL CLY FOR IIIf TRUSS COMPONENT DESIGN SHOWN. TIIE SUITABILITY AND USF. OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF TIIE BUILDING DESIGNER, PER - ANSI/TPI 1 1995 SECTION 2. •A L•IVIL• \P "/` q% CF CAL( D U R .FAC . 1 .2 5 FROM G A SPACING 24 .0 " ,(t1tLLU/U3-U1LL / btLL - Ue 10' GIKU TOP CHORD 2x4 DF -L #1 BOT CHORD 2x6 DF -L SS WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ADDITIONAL LOADING PER TRUSS FABRICATOR --------------------------------------------------- BC - From 582 PLF at 0.00 to 582 PLF at 16.00 DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. RECOMMENDED CONNECTION FOR TRUSSES FRAMING FROM THE BOTTOM CHORD AT 24" O.C.: SIMPSON HUS26. SEE SIMPSON CATALOG C-2000. W5X8 11113 I/VIL; I'KLI'AKLI/ I'KVPT LUPII'UILK INI'UI (LUA113 & UIMLM31UNV ,) 31JI1P11I ILII UT 1111133 PI I'tt. 2 Complete Trusses Required NAILING SCHEDULE: (0.131x3.0_g_nalls) TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: 1 ROW @ 5" o.c. WEBS : 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. W.SX14(B.S) = WSX14(I33) bZ L L2-0-0— Jry -2-0-0--J I 8-0-0 I 8-0-0 _1 _ -� y'4 A..�51.,.��NU^7.. 16-0-0 Over 2 Supports,,, R=5288 W=5.5" R=5288 W=5.5" PLT TYP. Wave TPI -95 R Design Criteria: TPI STD CA 1 R - Scale =.375" Ft. " HARMING"' TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AHD BRACING), PUBLISHED BY TPI (TRUSS PLATE O�� W. /y tc,L T C L L 1 6.0 P S F R E F R 4 2 7--48251 ' INSTITUTE• 583 D' 11 FRIO DR., SUITE 200• MAO ISDN• NI 53719). FOR SAFETY PRACTICES PRIOR TO I PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED CTP 9r TC DL 10 .0 P S F DATE 07/03/00 STRUCTURAL PANELS• BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. " IMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 7 .0 P S F D R W CAUSR427 00185092 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE T BUILD THE TNUSSES IN CONFORMANCE W1 IN T 1; OR FABRICATING, HANDLING. SHIPPING, INSTALLING A B C L L 0. 0 P S F C A -ENG GTP / G W H ALPINE SRACIING OF TRUSSES. THIS DESIGN COIIF ORMS NITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIG SPECIFICATION PUBLISHED BY TME AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE * U 1 O 3 2000 N - 20314 CONNECTORS ARE MADE OF 20GA ASTM A653 GRAO GALV. STEEL. EXCEPT AS NOTE O. APPLY CONNECTORS TO * TOT. L D . 33.0 P S F S E0 EAC II FACE OF TRUSS. AND UNLESS OTHER NI SE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A -i. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING .A C'VI� "/` D U R FAC. 1 5 FROM G A RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHONN. THE SUITABILITY AND USE OF THIS \Q' 9h . .2 Alpine Engineered Produc(s,file. P THE THE PER OF SPACING 2 4.0 " Sacramento, CA 95828 COMPONENT FOR ANY PARTICULAR BUILDING IS RESPONSIBILITY OF BUILDING DESIGNER. CAL(F��la ANSI/TPI 1 1995 SECTION z. This safety alert symbol is usec to attract your attentionl PERSONAL SAFETY ISINVOLVEDI When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. ACAUTION: A CAUTION identifies safe operating practices or indicates unsafe conditions that could result in personal injury or damage to structures. H113-91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES'9' Itis the responsibilityof the installer(builder, building contractor licensed contractor,. erector or erection contractor) toproperly receive. unload, store, handle. installand brace metal plate connected wood trusses to protect life and property, The installer must exercise the same high degree of safety awareness as -with any other structural material. TPI does not intend these recommendations to be interpreted as superior to the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof or floor. Thesa recommendations are based upon the collective experience of leading technica personnel in the wood CAUTION: The builder, building contractor, licensed contractor, erector orerection contractor is advised to obtain and read the entire booklet "Commentary and Recommendations for Handing, Installing & Bracing Metal Plate Connected Wood Trusses, HIB - 91" from the Truss Plate Institute. DANGER: A DANGER designates a condition where failure to follow instructions or heed warn- ing will most likely result in serious personal injury or death or damage to structures. AWARNING: A WARNING describes a condition where failure to=ollowinstructions could result in severe persona' in, ury or damage to structures. TRUSS P -_ATE INSTITUTE 583 D'On:)fria Dr., Suite 200 Madison, Wisconsin 53719 (6C=8) 633-5900 truss industry, but must, due to, the nature of responsibilities involved, b: presented as a guide for the use of 3 qualified building designer or installer. Thus, the Truss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein bybuildingdesigners, installers, and others. Copyrigl-t © by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must no be reproduced in ar-y form without written permission of tha publisher. Printed in the United States of America. CAUTION: All tempora ry bracing should be no less than 2x4 grade marked lumber. All connections Ashould be made with minimum of 2-16d nails. All trusses assumed 2' on -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. TRUSSJSTORAGE-' CAUTION: Trusses shouldnot be unloaded on rough terrain or un- even surfaces which could cause CAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateral A CAUTION: Trusses stored vertically should be bending and lessen moisture gain. braced to prevent toppling or tipping. 9 9 AWARNING: Do not break banding until installation DANGER: Do no"tore bundles upright unless begins. Care should be exercised in banding re- A properly bracec.Donotbreakbands until bundles moval to avoid shifting of Individual trusses. ase placed In a stable horizontal position. WARNING: Do not lift bundled trusses by theDANGER: Walking on trusses which are lying flat 1JA bands. Do not use damaged trusses. IlAprohibited. is extremely dangerous and should be strictly Frame 1 DF - Douglas Fir -Larch SP - Southern Pine oy HF - Hem -Fir SPF - Spruce -Pine -Fir ,yah ey@$ Diagonal brace also required on end verticals. Top chords that are laterally braced can buckle togetherand cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins ?q' are attached to the topside of the lop chord. PLUMB 1 I Truss Depth D(in) -45° 12 greater .\ 9• All lateral braces lapped at least 2 \ 1 ti usses. Continuous Top chord Lateral Brace —� Required 10' or Greater L Attachment Required A WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A ,F' Lesser of D/50 or 2" Maximum Plumb Misplacement Line 12" 1 1/4" 1 1' 60" 1 1-1/4" 1 5' 96" 1 2" 18, 108" 1 2" 1 9' 1 T ±+/4' i T :' L(in) L(tn) U200, L(ft) 50" 1/4" TOP CHORD ` 1 2" TOP CHORf7 DIAGONAI.BRACE 3/4" MINIMUM LATERAL BRACE. SPACING DB SPAN PITCH, SPAGING(LBS) [# trusses], . SP DF SPF HF U�24' 3/12 8' 17 12 O 3/12 7' 10 6 O 3/12 1 6' 6 4 Over 54' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine oy HF - Hem -Fir SPF - Spruce -Pine -Fir ,yah ey@$ Diagonal brace also required on end verticals. Top chords that are laterally braced can buckle togetherand cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins ?q' are attached to the topside of the lop chord. PLUMB 1 I Truss Depth D(in) -45° 12 greater .\ 9• All lateral braces lapped at least 2 \ 1 ti usses. Continuous Top chord Lateral Brace —� Required 10' or Greater L Attachment Required A WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A ,F' Lesser of D/50 or 2" Maximum Plumb Misplacement Line 12" 1 1/4" 1 1' 60" 1 1-1/4" 1 5' 96" 1 2" 18, 108" 1 2" 1 9' 1 T ±+/4' i T :' L(in) L(tn) U200, L(ft) 50" 1/4" 4.2' 100" 1 2" 8.3' 150" 3/4" 12.5' Length L(in) Lesser of L/200 or 2" Bow Lone Lesser of 1J200 or 2" L(in) U2C0 L(ft)', 200" 1 " 16.7' 250" 1-1 /3" 20.8' 300" 1-1/2" 25.0' OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances hould Alm AWARNING: Do not cut trusses. A construction loads of any description b placed on unbraced trusses. Frame 6 WARNING: Do not attach cables, chains, or hooks to the web members. 7 60° � or less F Tag Approximately Line)'/:truss length 60° or less I• - opproximately Tag 1/2 truss length �, Line Truss spans less than 30'. Spreader Bar Toe In ~ Tie la Approximatey h to /i Yuss le■ th Less than or equals to 60' Tagg Line Spreader Bar 1AWARNING: Do not sift sings a trusses with spans greater than 30' by the perk. Lifting devices should be connected to the truss top chord with a closed-loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. Less than o- equa -to 60' Strongback/ '� SpreaderBar � / \ I�-10 I Tag Line StrongbacW SpreaderBar At or above mid -height Tag Tag Line Line Approximately Y3 to : � truss length Greater than 60' 10' 1 10' Approximately Z/) to !'; truss length Greater that 60' CAUTION: Temporary brac:irg shown in this summary sheet is adequate for the Installation of trusses with siililar confi.}rrations. Consult a registered professional engineer if a different bracing arrangement is desired. The engineer may design bracing in accordance with TPI's Recomme-eyed Design S ecification for Temporary Bracing of Meta Plate Connected Nood 5 P P ►Y 9 Trusses, DSB-83, and in some cases determine that a wider spacing is possiNe. Typal horizontal tie member with muliple stakes iHT) Frame 2 ' fuss of braced oup of trusses (B) £ r , TOP CF�ORD CHORD TRUSS;:'.:;.. TOP CHORD DIAGONALBRACE MINIMUM LATERAL BRACE SPACING (DBS i SPAN DEPTH SPACING(LBs) #trusses ...: ., togetherand cause collapse if there is no diago- Lp to 32' 30" 8'1 16 10 Over 32' - 48' 1 42" 6' 1 6 4 Cver 48' - 60' 1 48" 5' 1 4 2 Cver 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 2i L The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. All lateral braces lapped at least two trusses.� End diagonals are essentiaffor stability and must be duplicated on both ends of the truss system. =45° __20,M S) 10 19e� SPF Affi 2 ® \eas o0 9`Z AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Top cho,de that are laterally braced can buckle togetheLand cause collapse Nlhere is no diago- nalbracmg. Diagonal bracing should be nailed to the urderside of the lop chord when purlins are attached to the topside of the top chord. All lateral _/X r' braces lapped at least two - -trusses, =45e End diagonals are essen ial for stability and must be duplicate. on both ends of the truss system., Frame 5 30" or greater Continuous Top Chord —� Lateral Brace Required I 10" or Greater Attachment Required - I Trusses must have lurr- ber oriented in the hor- zontal direction to us,- this s:this brace spacing. 2x4%2x6 PARALLE''L Continuous CHORD TRUSS;:'.:;.. Top Chord Lateral Braci Required Top chords that are laterally braced can buckle togetherand cause collapse if there is no diago- 10" nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the lop chord. Attachmer Required All lateral braces lapped at least two trusses.� End diagonals are essentiaffor stability and must be duplicated on both ends of the truss system. =45° __20,M S) 10 19e� SPF Affi 2 ® \eas o0 9`Z AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Top cho,de that are laterally braced can buckle togetheLand cause collapse Nlhere is no diago- nalbracmg. Diagonal bracing should be nailed to the urderside of the lop chord when purlins are attached to the topside of the top chord. All lateral _/X r' braces lapped at least two - -trusses, =45e End diagonals are essen ial for stability and must be duplicate. on both ends of the truss system., Frame 5 30" or greater Continuous Top Chord —� Lateral Brace Required I 10" or Greater Attachment Required - I Trusses must have lurr- ber oriented in the hor- zontal direction to us,- this s:this brace spacing. to; chortorthat are lats^afy traced can buckle :ogt%herand :ause col'a aseP there isno diago- ialracingi Diagonal bracin!phould be nailed :o the uidereide of the b p c6 xd when purlins _are atl=ad to the tope -de d the top chord. ^ •, • Y 12, 4 or greater =45* =45° DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fit Continuous Top Chord All lateral braces Lateral Brace lapped at least 2 Required trusses. 10' or Greater L Attachment Required of xess 3ti -- WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. D° - DcLg'as Fir -Larch SP - Southern Pine H= - H_ 4—ir SPF - Spruce -Pine -Fir Comcinuous Top Ctn-d Late -EI Brace All lateral braces Reguh-edlapped at least 2 TOP CNORf) DIAG;ONAI. BRACE 1V or Greater MINIMUM :LATERAL BRACE SPACING {DBS AN PITCH SPACING(LB sesli ......... Up to 32' 4/12 8' 20 15 Over 32'- 48' 4/12 6' 10 7 Over 48' - 60' 1 4/12 5' 6 4 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fit Continuous Top Chord All lateral braces Lateral Brace lapped at least 2 Required trusses. 10' or Greater L Attachment Required of xess 3ti -- WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. D° - DcLg'as Fir -Larch SP - Southern Pine H= - H_ 4—ir SPF - Spruce -Pine -Fir Comcinuous Top Ctn-d Late -EI Brace All lateral braces Reguh-edlapped at least 2 trusses. 1V or Greater j. i `_L meat A Att-zt �Ix Re;Liret 2q, or \ss / =45° Frame 3 12 5 4' fJIQ �ry . ry y rrl Top chords that are laterally braced can buckle y.;p togetherand cause collapse ifthere isno diago- nalbracing. t�J y nalbracing. Diagonal bracing should be nailed �ry to the underside of the top chord when purlins are attached to the topside of the top chord. 12 --j 4 or greater DF - Douglas Fir -Larch HF - Hem -Fir Bottom chord diagonal bracing repeated at each erd of the building and at same spacing as top chord diagonal bracing. SP - Southern Pine SPF - Spruce -Pine -Fir All lateral Graces lapped at least 2 trusses. AWARNING: Failure to follow these recommendations could result in , severe personal°injury or damage to trusses or buildings. A Cross bracing repeatsd at each end of the building and at 20' Intervals. WEB MEMBER'PLANE r AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DMSION 7 COUNTY CENTER DRIVE OROVILLE, CA 95%5 IIII III III (IIII I II I III) I IIIIIII I II 2000-0034367 Recorded I REC FEE 10.00 OfficialRecordsI COPIES 1.50 Count Of BUTTE I CANDACE J. GRUBBS I Recorder I ROSEMARY DICKSON I Assistant I Kristyy 03:23PM 05 -Sep -2000 I Page 1 of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date PR TY OWNERS: State of California County of �e know *-me-or proved tome on the basis of satisfactory evidence) to be the person(t) whose name(3) is/an subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(iea), and that by his/her/their signature(4on the instrument, the person(4 or the entity upon behalf of which the penon(oQ acted, executed the instrument. WnMSS MY hand and official seal. A' LO M. SPENCER Signa Seal: Q COMM. s 1268084 • NOTARY PUBLIC-CAUFORMA� A.P. # - BUTTE COUNTY n COMM. EXP. MARCH 10, 2004 j secrow No. 101353•LC Title Oiler No. 00101353 EXHIBIT ONE The West half of Lot 2 in Section 7, Township 18 North, Range 4 East, M.D.B.& M EXCEPTING THEREFROM the following described parcel of land: A portion of the West half of Lot 2 of Section 7, Township 18 North, Range 4 East, M.D.B.& M., more particularly described as follows: f BEGINNING at Engineer's Station 79+88.32 P.O.T. from which the Northwest corner of said Section 7, bears North 01 29' 40" West, 1392.86 feet; thence North 890 29' East, 500 feet; more or less, to the Easterly line of West half of said Lot 2; thence South 0° 31' East, 40.00 feet; thence South 89° 29'.West, 470 feet; thence South 4510 14' 25" West, 114.80 feet; thence North 00 29' 40" East, 120 feet to the point of beginning. r LAND DEVELOPMENT OROVILLE / BUILDING /(ENVlRONMENTALHEALTH PERMIT CLEARANCE Building Permit No. OWNERS NAME �� PRINT LAST NAME FIRST_- ADDRESS/LOCA A.P. / COUNTY ZONING. v DESIGNATION:_—A 6- FLOOD MAP: 9 C FLOOD ZONE: APPROVED: CONDITIONALLY APPROVED:. RESOLVE PROBLEMS PRIOR TO APPROVAL: A10 te& PARCEL CREATION BY DEEDS_ OR MAP PEnSfFi9-/2oA/ DEED INFORMATION: DATE OF CREATION: S/ DEED REFERENCE: . LEGAL ACCESS PROVIDED: ' YES - NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: COMMENTS/CONDITIONS: MAP INFORMATION: LEGAL ACCESS REQUIRED: YES NO YES NO DATE OF RECORDING: LOT BOOK PAGE COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO. IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BUILDING DIWSION UNLESS OTHERWISE NOTED. ,� 1. Maintain a 50 ft. building setback from centerline of road. —2. Maintain a ft. building setback from right-of-way/centerline 3. 6. 7. 8. 9. Comply with Zoning code for building setback from road. Maintain a 100 ft. Ieachfield setback from all e:asting wells. Maintain a ft. leachfield setback from Pay water tender fees in the amount of $ to Battalion Number . of the Butte County Fire Department. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. Connect to a public water supply. 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. ....... .... . . .... .... .E ........... ................... .................................... ............... ....................... ...... ............ ...... ...... ..... .......... ...... ...... ................... ...... ............ ...... ............ . ............ .................... ...... ..... ..... . ... ......... ............ ............. ....... ............ ...... .......... ...... ............ ...... ...... ............ ...... ...... ............ ...... ...... ..... ............. ............ ...... I ...... ...... .............. ..... ...... I ...... ..... ...... ....... ......... ...... ...... ............ ................... ...... ...... ...... ...... BOTTji-i, ..... ...... ...... ..... ...... ............ .... ..... ...... ...... ............. ..................... .. ............. i. .............. ...... ..... ...................... ...... ...... �? ...... ...... ...... ...... ...... ...... .1 ..... : ...... : ...... ..... ..... ...... ...... ...... . . . ............. ...... ........... ............ y ............. .................... .......... ...... ....... ............. ...... ...... .......... . . . ............ . ...... ............. ...... ..... ...... ...... ...... ............ ................................ ............. ...... ...... ............ ...... ............ ................... ...... ................... ...... ...... ..... ............. ......................... ....................................... ....... ............. .............. 7- .............. 7 ............... .................. 7 1 ...... ............ DEWEL QPkEN'--- ............... ... ...... ...... ...... .......... ............. .............. ...... ....... ...... ............ ... ..... ...... ...... ..... .................... ............. ................... ...... ...... ...... ...... * ...... .................... .......................... ........ ....... ..... ........... . .................................................... ............. I ...... ..... . ..... .............................................. .................................................... .............. * ...... . ............. ........... .............. ......................... ........ ........................................ ..................... LNEL - 1-0 Scale: 1' Assessor's Parcel Number. ff I El - Fc- >1 - Fo-1 FLI Owner Name f�t7ESS�G LL- Address/Phone No. RV, 12ZOVAL459(19 SiteLocation201. D, Qko \1 L i- r- iq . q 5 5 & S - /f) TN � ra7:;� P 1 J FOR OFFICE USE ONLY Zoning: General Plan. Desig:. Size, Acres 4.0(r PROVIDE FOR ALL ADJACENT PARCELS SIZE (AC): ZONING:' GEN PLAN: USES* SITE PLAN ...... ..... ................... ...... ............ .................... ...... 7 ............ ...... ............ ................. ...... ............ ...... ------------ ...... ..... ...... ............. -��7 ............ ...... ...... .... ...... ... 7 i": 7 7 7... --------------------- 7 7 7 ...... 7 ............ ................... ........................................ ............. ........... ............. ....... ...................... .... ...... ...... ............ ...... ..... ...... ................................. ..................... ..................... ..................... ..................... ..................... ..................... ...... ............. ............... ...... * ..... ....... ............ ................... ...... ...... ...... ............ ...... .................. ............ ...... ...... .................... ............ ...... ............ ...... ............ ...... ...... ...... ...... ......................... ........... ..... .......... ...... ...... ........ .... ..... ...... ............... ..... .... ............................................. ............. ............. ...... ............. ... ......................... ......... ................... ............ ...................... ...... ...... ...... ...... .................... ........... . .............. ............. ............ ...... ..... ...... ...... ...... ...... .......................... ..................... ............. ...... .. ..... ................................. ............................... ...... ...... ...... ...... ...... ...... ...... 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(9kQ\1i LL C-4 PAq 'q 55& S - Contact: Name Phone -(-5-3(2j ;),j -f Oct- 23,2003 . FOR TF1 E USE ONLY PROVIDE FOR ALL Zoning: AQM 0 G K) ADJACENT PARCELS SIZE (AC): General Plan Desig: ZONING: Size, Acres GEN PLAN: 4.00r USES: INTRODUCTION The All Steel Foundation 1100 'V' series is designed for both dirt and concrete found?ton applications. Where noted the 'ICV' ind' cates artiQele wet or dry: transverse (D) and longitudinal brackets (J,) and the 'IV'refees to the steel pan dirt set (8). These draw. Ings show.foundatons details which are applicable to HUD code houses and Caltfomia HCO rode manufactured homes or mobil homes only. The foundation plan shown is general and is to be adjusted to nheel the specific house being inslalled.Thess design drawings are supplemental. to the home installation manual. Refer to the installation manual for mating line and main rail pier loca- tions and for specific support and anchoring requirements for special architectural features. Pier spacings shall be based on soil conditions and roof loads for the site. This system meets the requirements of California Code of Regulations. Title 25. Chapter 2, Article 7, Section 1336.3(a) and Cafifornia Health and Safety Code 18613.4. GENERAL NOTES 1. All -Nark shall conform to the requirements of this design and of the building code adopted by the agency having jurisdiction. 2. The "V" brace of the All Steel Foundation System has an approved design load as a pier of 4000 lbs. Support piers other than the V" brace shall be in accordance with the home manufacturer's installation instructions and shall be approved designs of CMU V or steel support stands.The " brace system may be used in Type 5 soils classified per California Building Code, Table 18-1-A (Type 4b or better soils Per Industry Standards.) 3. Design Criteria: - Wind Pressures - 70 Mph(15psn and 80 Mph (20 psn Exposure B and 70 Mph Exposure C Roof Live loads - 20 psf min. per house design Seismic Zone- 4 Roof Pitch- 6:12 Max. SideWall Height- 102" Max. rtsv 4. Oelene the appropriate design wind pressure for this site (70 Mph or 80 Mph). Enter the applicable section of Table 1 to determine the number of All Steel Foundation Brace Systems and/or TieDowns required. 5. ledoV.ns with strap and anchor are required on single section houses and homes with tial design criteria only, Strap and anchor sha8 have a warkhng load capacity or 3150 lbs with a minimum ultimate capacity of 4725 lbs. Strap shall meet ASTM 03953 91. Strap and anchor shall be installed in accordance with equipment manufacturer's instructions. A I TNAMEPART c BRACE MODEL 1100 1 "V" TIEDOWN/ANCHOR REQUIRED PER SIDE OF HOUSE 2 BRACESIA) 3 BRACES(S) 4 BRACES C a) If eave length exceeds 17" to 24': Use one additional Transverse System (noted on drawingb T b 75 Y 1 ) Exposure WIDTH HOUSE LENGTH -() 3 ANCHORS 4 ANCHORS B GROUND PAN NO, MATERIAL C CONCRETE BASE 1100 -1A -G ASTM -'A36- D GROUND PAN TRANSVERSE CONNECTOR, U BRACKET1100.3-G CONCRETE NONE REQ. NONE REQ. 80 B 8,70 C WINO AREAS (20PSF) FOUNDATION BRACE MODEL 1100 1 "V" TIEDOWN/ANCHOR REQUIRED PER SIDE OF HOUSE 2 BRACES(A) 3 BRACES(B) 4 BRACES(C) ground pan (6). soil or controlled All for each CONCRETE WET SET TRANSVERSE U BRACKET 2. Place ground pan (B) centered directly below chassis I-beam. Press or drive pan firmly into soil until flush with or below soil face ASTM XA-36 O(D) ANCHOR CONCRETE DRY SET TRANSVERSE CONNECTOR. U BRACKET 100-W-TACA 1100-O-TACA ASTM #A-36 E V BRACE 1 12" SO. TUBE 20` LONG psi mut ma is acceptable) . Special inspection of the anchor installations is not required. When installed on runners or full slab, and adjoining are ASTM KA -36 piers permanently fixed, no diagonal frame anchors are needed on single section homes. .If the 1100 ITC trarnsverse system, (D bracket ordy) is to be inslalled without using the 1100 ILC longitudinal V SPACE 1 12" SO. TUBE 28- LONG 1.50-20-P ASTM IA513 inn o.r concrete use the 1100 d set JQ bracket The 1100 dry set J(D) bracket is attached to the concrete using (2) 12" x 3" concrete wedge bo61, Place the bracket in desired location. Mark boll hole locations, then using a 12' diam. V BRACE 1 12' SO. TUBE 39" LONG 1.50-28-P ASTM #A5 13 i •Oplion:d Skirting & Base V BRACE 1 1? SO. TUBE 44" LONG 1.50.39-P ASTM #A5 13 F BRACE 1 12- SO. TUBE 54" LONG V BRACE I -BEAM CONNECTOR 1.50-44-P 1.50.54•P ASTM :A513 ASTM zA513 H TELES. TRANSVERSE ARM 1 12" SO. TUBE 60' 1100-10-P ASTM TA -36 the hitting the nut (making sure not to hit the top of three on bolt) Complete by lightening nuts. SPECIAL NOTE The longitudinal V brace system serves as LONG TELES. TRANSVERSE ARM 112" SO. TUBE 72' LONG 1.50-60-P .OSTM :A513 __ -•r---'�,n:-...•.ro_ _ _ E T - �W µ� """'"'"•"""'O TELES. TRANSVERSE ARM 1 1/4" SO. TUBE 60" LONG 1.50-72-P ASTM pA513 r r. TELES. TRANSVERSE ARM 1 1/4' SO. TUBE 77 LONG 1.25-60-P ASTM #A513 I TRANSVERSE ARM 17SEAM CONNECTOR 2 PIECES 1.25-72-P 1100-9-P ASTM :A513 J V PAN BRACKET . ASTM 4A-36 �) CONCRETE WET `V- ANCHOR EIRACKEi 1100-11-G ASTM XA-36 J CONCRETE DRY V CONNECTOR BRACKET 1100-W-CPCA ASTM A-36 1100-D-CPCA ASTM TA - 36 TABLE 1 NUMBER OF FOUNDATION BRACE SYSTEMS REQUIRED WIND f & SEISMIC ZONE 4 FOUNDATION 70 B WIND AREAS (1SPSF) SPECIAL CIRCUMSTANCES: BRACE MODEL 1100 1 "V" TIEDOWN/ANCHOR REQUIRED PER SIDE OF HOUSE 2 BRACESIA) 3 BRACES(S) 4 BRACES C a) If eave length exceeds 17" to 24': Use one additional Transverse System (noted on drawingb T b 75 Y 1 ) Exposure WIDTH HOUSE LENGTH -() 3 ANCHORS 4 ANCHORS Pg C in windzanes & 80: Use two (2) additional full systems (from 80 Mph table) noted on drawing by E, and additional two (2) anchors 12' UP TO 56' 57' TO 76' _ l HOUSE LENGTH UP TO 72' single section homes. per side on 14' UP TO 56' S7' TO 76' 73' TO 76' - i If the fallowing conditions occur - STOP! Contact Oliver Technologies at 1-800-284-7437 for further instruction: UP TO 76' 16' UP TO 54' 54' TO 76' - , UP TO 75' 48- a) Sexciei a lOZ*l exceeds Rich greater height can not exceed 36" on I-beam •widths less Than 86') b) Rod eaves exceed 24' c) Sidewa8 height e,�ed 102" d) Roof Rich greater Ihah 6/1<' 24' UP TO 50' S1' TO 76' NONE REQ. NONE REO. 28' UP TO 50' 51' TO 74' 73' TO 76' } e) Lo�ah is within 1500 feet of mast fine 0 Footing b surface area exceeds 3 square feel 9) Sol corcftioru less ban Type S(iype 4b Q main rail spacing exceeds 102 ) 32' � UP TO 48' 49' TO 72' 77' TO 76' NONE REQ. NONE REO. 33'7048' NONE REQ. NONE REQ. UP TO 62' 63' TO 76' INSTALLATION OF GROUND PAN f'IV') I. Remove weeds and debris in an approximate Three foot square to expose fine, level undisturbed NONE REQ. NONE REQ. 80 B 8,70 C WINO AREAS (20PSF) FOUNDATION BRACE MODEL 1100 1 "V" TIEDOWN/ANCHOR REQUIRED PER SIDE OF HOUSE 2 BRACES(A) 3 BRACES(B) 4 BRACES(C) ground pan (6). soil or controlled All for each 5 BRACES D WIDTH HOUSE LENGTH () 4 ANCHORS 5 ANCHORS 2. Place ground pan (B) centered directly below chassis I-beam. Press or drive pan firmly into soil until flush with or below soil face 12 UP TO 42' 43' TO 64' 65' TO 76' HOUSE LENGTH UP TO 66' sur- INSTALLATION USING CONCRETERUNNER / FOOTER ('ICV -1 67' TO 76' 14' UP TO 42' 43' TO 62' 63' TO 76' 16' UP TO 40' 41' TO 62' 63' TO 76' UP TO 66' 67'.70 76' The coneeffi footer, runner or slab may be any shape that has the minimum of 2900 kzt.in. with a minimum depth of 3 1? (dry set) or 6" (wet sen, at the system location, and the surface the fooling 24' UP TO 38' 39' TO 58' 58' TO 76' UP TO 68' 69' TO 76' NONE REQ. NONE REO. 28' UP TO 36' 37' TO 56' of must be large enough to support the pier load and allow at leas) 4" from the concrete boll to the edge of the concrete (example: 22-X 22-X 6'. The concrete shall be minimum 2500 ed sacked concrete 56' TO 74' TS' & 76' 32' UP TO 36' 37' TO 54' S5' TO 72' 73' TO 76' NONE REQ. NONE REO. 337048' NONE REQ. NONE REQ. psi mut ma is acceptable) . Special inspection of the anchor installations is not required. When installed on runners or full slab, and adjoining are _ UP TO 64' 7::' TO 76' NONE REQ. NONE REO. piers permanently fixed, no diagonal frame anchors are needed on single section homes. .If the 1100 ITC trarnsverse system, (D bracket ordy) is to be inslalled without using the 1100 ILC longitudinal installed within 18" of a pier. system (J bracket,) t MUST be LONGITUDINAL_ When using the 1100 wet set JfW) bracket simply install the bracket in runnerRoaler OR When installing PIER ON FOOTER PER _ .. _.._-_ ._:....... . ............. �� MANUFACTURER INSTALLATION INSTRUCTIONS B' O.C. MAX � inn o.r concrete use the 1100 d set JQ bracket The 1100 dry set J(D) bracket is attached to the concrete using (2) 12" x 3" concrete wedge bo61, Place the bracket in desired location. Mark boll hole locations, then using a 12' diam. 2 Max Typ.-'-'----'--------� masonry bit drit a hole to a minimum depth of 3'. Make sure all dust and concrete Is blown out of the toles. Place wedge bolts into drilled holes, then place 1100 J(D) bracket onto -wedge bolls and start wedge bolt i •Oplion:d Skirting & Base nuts. Take a hammer and lightly drive the wedge bolls down by hitting the nut (nsad let sure not to hit the top of threads an bolt). The sleeve of concrete wedge ball'needs Ip be at or below the oil ofcon- cr�le Cornplele try lightening •. '� 0 '"••^^%•^-E-- _ _ _.._.... .. E(D. rests. LATERAL- (a) For wet set installaton set the transverse anchor bracket D(W) into runner/fooLer at desired location.(b) t E..,•.-�v._-..�-n� O For dry set installation the transverse bracket 0(0) is attached to the concrete using (2) 12' x 3" concrete wedge bolts. Mark ball hole Iota, lions, then using a 12" diam, masonry bit, drill holes to a minimum depth of 3". Make sure all dust and concrete is blown out of the holes. Place wedge bolts into drilled holes Attach transverse connector bracket 0(0). If needed, take a hammer and lightly drive wedge bad dawn by x----��--GI <L m I Typ. Pier & Footer •l� J _; x �¢ the hitting the nut (making sure not to hit the top of three on bolt) Complete by lightening nuts. SPECIAL NOTE The longitudinal V brace system serves as Z a pier under the home and should be loaded as any other pier. It is recommended that after leveling piers, and ane -quarter (114'to one-half inch (11T) before home is lowered completely items __ -•r---'�,n:-...•.ro_ _ _ E T - �W µ� """'"'"•"""'O 1 - complete 1 through 5 below. on to piers, C O Rft�DE r r. INSTALLATION OF L0NC'rTU01NAL "V" BRACE SYSTEM 1. Select ETne coned square tube brace (E) length for set up GF -o - (pier) height at support location. PIER HEIGHT 1.50- (Approx 40 - 60 degrees Max.) Tube Length NOTE t ------------------- -- ----------- - - 75' MAX- f A a) Installation of the longitudinal system eliminates the need for lungitu- Pier Height = ii.*,.- :<. 14`[0>:49'>:;j^t NP.<`t ? "e"rig ;::;'2Q „r'.:c drool ancham .,. the dim18' to 25" -8 ) b Installation of the transverse system eliminates the need far diagonal eoasion from the `.24F. to;35 ^: "lit;<[<t::t:l�.<�::::tt frame ties, and a manuf ptumr of I of pan to the bottom - %tt`.':'<% c) All other home manufarJurefs' .........,. •.... lnstruc4ons for installation of of I-bearsv 30' t.0 40" 44' stabJmttg devices must be followed, including installatiah of sidewat ;: ;':::'54+ �.;p vertical fie -down anchors, shear wall or center{lime dowo anchors. 2. Install boll of the 1.50 ' t`"` ' ' d) If the home manufacturer's installation instructions are not available, square lubes ( E) into the 'U" bracket (J), insert carriage bolt and leave the home must be installed in accordance with any state pmmulgated nut (ease Gsr final adjustment. rules, or as required by the authority having jurisdiction. 3. Place 1 -beam connector (F) loosely on the bottom flange of the I- e) Installation of this system on single wide homes require the in�8a- beam, ban of 4 ground anchors (hated mit. 315a lbs.) 1 at each caner not more 4. Attach the selected I.S tubes (E) to the I-beam connectors (F) and las- than 2 it from the end of the home. len loosely with bolts aid nuts. Note: The Footer must be level in both directions to ensure the angle markings on the cent cortect from the hor¢orilal,plane of the footer. The angle is not to exceed 60 degrees and not less than 40 degrees. The V racket cons scamnector are with One arhgles b verify carh7ecl degree. Use proper length tube oral and drill tube to achieve properlength. 19n Gadd (J) is stamped appropriates steel cutting method surto as steel saw, cutting larch, etc. New holes must be drilled to the dunensionn. arid et the May be al usingshown win . for part Ep ! _,:1 - location as shown S. Using s8andard hand tools, tighten all nuts and bolts. When connecting the brace tube to the I-beam connector bracket (F) lighten at least orae and a half to two full turns past hand light. INSTALI-A-"ON OF I A,Tr:Rer TELESCOPING TRANSVERSE ARM SYSTEM 6. Select @are correct square tube brace (H) length for set-up lateral transverse at support location. The 60- length is sta lard, (With the 1.50- &xbe as the bottom tube, and the 1.25- tube as the inserted lube.) The 72" lube is used on extended frame widths greater than 99.5" 7. Install the 1.50 transverse brace (H) to the footer/ground pan connector (D) with bolt and nut. 8. Slide 1 -2F transverse brace into the 1.50" brace and attach to adjacent I-beam connector ( I ) with bolt and nuL 9. Secure 1.50" transverse arm to 1.25" transverse arm using four (4) 1/4" - 14 x 3/4" self -tapping screws in pre -drilled pilot holes. 10. System "Placement SEE DRAWINGS: A) Second pier from end at opposite opposing sides. 8) Same as placed, add third system al tenter pier, outside rail, either side. ,C) Second pier from end, all lour sides. D) Repeal'C, place 5th system al center pier, outside rail, either side.'Nhen placing systems under Special Design always set full systems at end positions. • 11. When Tie Downs are required, placement is as follows: (SEE DRAV'ANGS) Single, Wide homes require a minimum of 3 anchors per side. two (2) of those anchors shall be located rlol more khan ? feet each end. Any additional anchors (as specified on Table 1) are to be spaced evenly along each side.from 0 -STRAP & ANCHOR TIE -DOWN TYPICAL (TYP). SEE (11) FOR PLACEMENT WHEN REQUIRED BY TABLE 1 ---,RALL STEEL FOUNDATION BRACE MODEL 1100 1 V or 1100 IC V ' SEE (10) FOR PLACEMENT DESCRIPTION PIER ON FCOTER PER HOUSE MANUFACTURER 1NSTALIAnON INSTRUCTIONS 8' O.C. MAX i-= Z Max Typ. ................... Trp- Pier & Fooler I, � - _ � Optional Skirling 3 BaseCED , E B� 'I a6c,DE Il _����^ �I x ------ £3 wlhlr tart mets pet mxm wmtra[ ill a n5ML4ho h 1: :r AAC CE --.. E Tom= - `- CED i--`- ............... f -•---- 76' MAX. ALL STEEL FOUNDATION SPACE MODEL 11001'11 :...Or 1100 IC V SEE 110) FCR PLA.CEMEI fT FINISH AS T M A 123=39A OR A929/A929M-96 ASTM A 123-89A OR A929/A929M-96 RUST RESISTANT BLACK PAINT RUST RESISTANT BLACK PAINT RUST RESISTANT BLACK PAINT RUST RESISTANT BLACK PAINT RUST RESISTANT BLACK PAINT RUST RESISTANT BLACK PAINT RUST RESISTANT BLACK PAINT RUST RESISTANT BLACK PAINT RUST RESISTANT BLACK PAINT RUST RESISTANT BLACK PAINT RUST RESISTANT BLACK PAINT RUST RESISTANT BLACK PAINT RUST RESISTANT BLACK PAINT ASTM A 123-89A OR A929/A929M•96 RUST RESISTANT BLACK PAINT RUST RESISTANT BLACK PAINT COMMENT SEE INSTALLATION USING CONCRETE RUNNER ETC. CARRIAGE BOLT & HEX NUT, GRADE 2, 1 P,EQUIP.ED CARRIAGE BOLT & HET( NUT, GRADE 2. 1 REQUIRED CARRIAGE BOLT & HEX NUT.GRADE 2. 1 P,EOUIP.ED CARRIAGE BOLT & HEC NUT, GRADE 2. 1 REQUIRED SELF TAPPING SCREWS, 1/4".:14x3/4- 4 REQUIRED SELF TAPPING SCREWS. 1/4-,:14x3/4-, 4 REOUIRED CARRIAGE BOLT & HEX NUT, GRADE 2.2 REQUIRED CARRIAGE BOLT & HEX NUT, GRADE 2, 2 P.ECUIP.ED CARRIAGE BOLT & HEX NUT, GRADE 2, 1 P.EOUIRED CARRIAGE BOLT & HEX NUT, GRADE 2, 1 REQUIRED TE PLAN ................................. .................... .............._ .. _ ... .. _.. _ .. .. -- -- ... .• ----. ...................- n: - -. - __ -.. _.. ...... .. .... .. _ .. i ................................. N O ... 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LOP/6 *`MEL; ...d2 p, l9Pb \, LL S. r',g 55& S Contact: Name o n�.S� � LL Phone . (5 3yj. 5 33- 6 2,9 CI ccWbWa 2W3 FOR OFFICE USE ONLY PROVIDE FOR ALL Zoning: ADJACENT PARCELS General Plan Desi SIZE (AC): 9 . ZONING: Size, Acnes GEN PLAN a.00r USES: i ly rn _. p CD :n0 a 0 i7 — w' cam. G CD�