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Home My WebLink About040-640-004ij, Butte County Department of Development Services - A IA' IN OTES 7 County Center Drive, Croville, CA 95965 (530) 538-7601 vAvw.bqt1eC0L1.ntY nqVOOS Fou k( 0 11- A� fr1n1b Ito&/ RESIDENTIAL (OUR- APN: _Permit No. 040-640-004 06-0164 Owner. RIGSBEE, CRAIG 1 If 5 NEW FOSTER PL, CHICO Site . Address: Cont: OWNER Contract., REC ROOM -DET Type of Permit: OIL SPECIAL CONDMONS 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: '_ A;2 F MIOUJIq AX - OK MANUFACTURED HOMES M I S C E L L A N E 0 U S DATE PERMANENT FOUNDATION SOFT -SET I Zoning -Setbacks -Easements 2 Soils; Special MH Support Sketch 3 Sewer; Loctn-Test; Fall/C/0-Concrete 4 Wtr; Loctn-Test-Easement Needed-Re§ulator 5 Elec Loctn-Clrncs-Grnd Amp -Concrete 6 Yard Gas; Loctn-T6st-Wrap. Nat L_j or LPF Inch Sz — Ft Lngth 7 Blckng; Sz-Spacing-M i arriage Line 8 Gas; MH Test-Demand-Valve-Cnnctr 9 Elec MH Cntnty Tes t -C ross overs -Breakers -C Irn cs 10 Drain; MH Test -Fall -Flex Cnnctr 11 Wtr & Sewer Connected -C/O to Grade 12 Gas and Electricity Tagged 13 Tie Downs Foundation 14 Exits IS Cert of Occupancy 16 HUD Labellinsignia Numbers Serial Numbers I)Afff_�D E C K S -C 0 V E R S -C A R P 0 R T S *GARAGES— 1 Zoning -Setbacks -Easements 2 Figs; Soils-Sz-Opth-Spacing-Cnnctrs-SteeI 3 Decks, Girders/Joists-Dcking-Brcing Stairs-Guard/Handrails 4 Wood Awn; Posts-Beams-Rftrs-Cnnctrs-Shthg Frmg-Brcng 5 Alum Awn; Columns-Cnnctns-Splice-Decal-Encisrs 6 Carports; Wndws-Doors 7 Electric 8 Frmg; S I I Is -Anch rs -Studs -Rftrs -Trusses 9 Siding; Nailing -Veneer -Stucco -Lath 10 Roof; Shthg-Roofing 11 Ext; Steps -Doors -Landings 12 Braced Wall pnis DATE IPOOLS I Setbacks -Easements 2 Soils; CompactionZtructure Stability 3 Pool Structure; Steel -Cn nctns-Th ickn ess Dead Men -Lining 4 Elec Rcptcls/Lting; Distanc"FI 5 Elec Pool Lting; IS volts-GF1 6 Elec Encisrs; Conduit Entries -Terminals -Listed 7 Elec Bonding; Metal w15'-Crc1tng Eqp-Htr 8 Elec Grndng; Eqp w/5' Crcltng Eqp-Pool Ightg Bokes-Encisrs-prilboards-Insultri to Main Conduit 9 Health Dept Apprvl 10 PImb; Cir Test-Wtr Supply Test 11 Lt Niche 12 Encisr; Fencing -Alarms 13 Bonding, Diving board or Slide Pool Drawing OK Not OK RESIDENTIAL (Single-& Dup4ex) I UNDERFLOOR etbacks-Eas em en ts - Flo od-S I op e L-F-tTMain; Soils-Elec Grnd Ftg' Dpth 3 Ftg Garage; Soils-Steel-Elec Grnd Ftg Opth. 4 Ftg Porches/Decks; Soils -Steel Ftg Opth Lco-STernwalls Main; Steel-Blockouts-Wrapped 6 Sternwalls Garage; Steel-Blockouts-Wrapped 6 old Downs and Special Anchrs 7,.S<b' Steel Wrapped 8 Piers-Frplc: Ftg-Steel L9-CrffV; Fa)I-Fitting-Test-2-way CIO -Sewer Test 10 UF. Gas Pipe; Sz Anchrs-Sz Test I , .1 Wtr Pipe; Test-Anchrs-Rgitr-Service Test 12 Elec Undrgrnd 13 Plenums & Ducts; Clrnc-Material�Support-lnsultn 14 Girders-Sills-Anchr Bolts -J oists-Vnts -Cripples 15 Acc & VntItn 16 Insulation DATE F R A44 I> G 47'SjUe'Proper Materials & Anchrs 4'e -Walls Studs -Nailing Spacing & Braces -Plates -Sound 19 Bgafip 'Walls over Girders & fir Nailing X0 p in Walls (rat proof) ii r� �to r s . Furred Cei Ii n gs-Stairs-Chasers -Tubs p 22�eacle,,o ��Beams-Sz & Bearing ,3H,. -post Caps-Anchrs-Cnnetns in� ,Poist-Rftr Ties -Purlin-Roof Brac-Truss-Shthg F Fr _ r Ties or Type A FlueFrplc Throat Clmc �Acc; Sz & Rmx Prtctn-Draft Stop -ins Baffles 27 Bdrm Wndws or ExiUng Doors -Sill Ht & Dimensions 28 Garage Fire Prtctn Framing -RC: Channel 29 Prprty Line Firewall & Opngs 30 E)qg'ors-One 3' -Check Garage 3rd Story, 2 Exits 0 31.,�airs; Width-Hdrm-Rise-Run-Landing-Fire Prtctn —a' Pled on Roof Ovrhng-Attic Vnts-Rftr Outrgrs 3V31 ing-Nailino'Teneer Stucco L*15-Weep Screed-Fndtn Vnts-Undrfir Acc 35 GI Z' g Area -Glass Prtctn-SkyLts-Plastic 0 (a 6 k.(6 S hear Walls; Nailing -Bolts 37 Brace Int/Ext Wall pnis 38 Ins ultn-Walls-Cei lings 39 InfiItratiq;,r-WaIIs-Wndws Aw I DATE JELECTRICAL 40 Fxtr & Trnsfrmr CImc4ns 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 Grndng Electrode Bond Gas & Wtr 46 2 Appinc Circs in Ktchn & Cndctr Sz GFI 47 Subfeed Wire Sz ga CU or DAL AC Wire Sz Era CU or [:1 AL 48 Range Circ —9a DCU or (DAL Oven Circ ga CU or El AL Insulated Neutral Yes 0 No 49 Service -Riser Cndctrs & Gmd Main Dscnnct 50 Eqp Clmr-s pnls-Motors-Mech Eqp 51 Clothes Closet Lt-Shwr Lt -Spa Lt 52 Smoke Detector IPL M I N G r; Vent-Acc-Cmbstn Air Baffle V t T g�Pipe; Test & Anchr-Nail Prtctn W WV. T. I V; Test Fi1ttings & Anchr Nail Pr.tctn _� 56 Shw, an; Test First f1r-Tub Acc. t �u b P" _�GasPipe; Sz & Anchrs 57 tTub&Shwr,2ndflr-Tub-Acc 59 Fire Sprinkler; Test 60 Yard Gas-PiDing DATE IME�:i FANICAL &J -AC Du�ts Insultn & Support Caent Fan, Exhaust abv Insultn 63 C den te Drain & Ovrflw, Sz & Grade =F.. ce-Vent Acc-Comb Air Rtrn[Vent 115 Outlet i - otticFcc 11 mifFurnacein attic DATE —IF IN Aef Do e D � elec t Door & SideLt Prtctn-Landings e Detector �.rnace Vnts-Cirnc-Comb, Air-Cnnctr In Garage; abv-flr-Ducts-Mech Prtctn 69 Bedroom iting .70 GFI��ath Fxtrs & Tub Acc-Spa 71,PK Arc Fault -72 Elec Trim & Subpnl, Breaker S2.s & Labels 73 Stairs, Guard[Handrails 74 FrpIc or Stove, Cirne-Hearth ,75 Elec 0 ets at Wood PnI, Int & Ext 76 n Fxtr & AppInc; Grnd-Air-Gap-Cooking Clmc E I c 8.tj lec OuUets & Rcptcls at Ktchn Counter 78 Garaqe Fire Door, Swing -Landing -Closure 79 ACSKEt in Garage -Damper tr Ht ;�' nts-CImc-Com Air Cnnctr-PRV; abv flr t Prtctn; LPG AppInce Undr House 3" drain Pr c __:�PFIimb; Eltec & Mech Eqp Listed for Lottn 82 Elec cptcls in Garage (GFI) Romex Ortctn ultr Li_ =ultn-Foam-Looked in Attic 84 Guard Rails & Deck Cnstrctn-Post Caps 85 Fndn Vnts & Crawl Hole Door Drnge & Wood -Earth 86 CImc Drnge Planters Elyes DNo 87 Stucco Brown -Finish 88 AC Unit Dscnnct, Elec-Plimb 8§ V4s; abv Roof, Plmb-Appinc-Frplc-Clrnc to Opngs 90 Wtr Well, Dscnnct, Elec, Plmb 91 Ext Elec Trim, GFI Rcptel-Undrgrnd 92 VntItn thru House 93 Glass Prtctn 94 Correct' 3S from previous Inspctns 95 G21A Meters Tagged, Gas-Elec _96�^ Sewer Cnnctd-C/Oto grade-HDApprvI 07 gergy CmpInc Cert -Other Certs 94'Address Posted 99 Fire Spr 5, COUNTY OF BUTTE' BUILDING DIV191ON DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive * Oroville, CA 9 (530) 538-7541 CORRECTION NOTICE &' /;, � (-,Yl - 0149K OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances -exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, plea�e contact the Building Inspector as indicated below. Date - Inspe _41 ctor AXX�rw REV 4/05 Phone # FOR RE -INSPECTION, CALL: 538-7636 OR 891-2834 AW. INTER -DEPARTMENTAL MEMORANDUM TO: BUILDING DIVISIO OROVILLE �J/' 140e. -Ill FROM: ENVIR. HEALTH, CHICO DATE: RELE E ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME: SEPTIC: WELL: AP#: ADDRESS/LOCATION: Comments: GL/memos/releaschold 'M Lamm MWLATM Co, WC- UNA"UMCERIMA 14S v�:&j P0571EC2- PL��CE C- C> ------ aduldon---- ilONOFINUrALLAIM I.ROOF &EXTERIORWALL IIIIII'l M Lam TideknmQndm� 4. RAIM FLOOR -1 an soft yhldmm (ndw) LQMFLOORIPEPJMElElt ildcbrim PedhwwkwdafionDW* s FOUNDATION WALL omdmmw --Jdmsmomma -- -3�J(; Thoxnd PAdotom (R-Vdt*L- 13 -Nam ThWW Raddmm (R-VskM) MWMdRoddwm F *� 7,77 ,,47,77 i77 j7. I Z- Installation Certificate: Residential - CF -613 Use of this form to satisfy the requirements of the Administrative Code Is optional, but the Information must be provided and posted. A/ew &0 C) 6, 0 Permit Number An installation certificate is required to be posted at the building site prior to the issuance of the occupancy permit. This form may be used to meet these requirements. All appliance categories listed below are the actual equipment installed. Note that the eff iciency and type of the appliance installed must be equivalent or better than the appliance specified on the Certificate of Compliance (CF -1 R). This certificat I e (or its equivalent) shall be prepared and signed by the person(s) assuming overall responsibility for the appliance installation. 1, the undersigned, verify that the equipment listed in the category above my signature is the actual equipment installed and that the equipment meets or exceeds the requirements of the Appliance Eff iciency Standards. In addition, I have verified that the equipment is equivalent to or more eff icient than the equipment specified on the Certificate of Compliance submitted to demonstrate compliance with the Energy Eff iciency Standards for residential buildings. HVAC SYSTEMS Note: Hydronic boiler information is entered here. Other hydronic or combined hydronic equipment is listed under Water Heating Systems. Heating Equip. CEC Cart If led Actual Type (furnace, Manuf. Make & Eff Icle bAajLaurnn. etc.) Model Number (AF�UE Cooling Equip. Type (air cond. heat Pump, etc, Distribution Ductor Heating Load . Heating Type and Piping Before Over- Equipment Location R-Valuo Sizing (Btuh) Capacity (E mpg 0 � W. V LA 0 ff (-4!.- CEC Cortif led Compressor Unit Actual Manuf. Make & Eff Iclency Model Number (SEER) Distribution Duct or Type and Piping Location 'R-Valus .7 -<sr-- &� he ignh t loss and design heat gain rate have been determined using a method specified in Section 150(h) of T and d ign re t loss e : jdja dsa r d are two o 9 criteria used for equipment sizing and so th� da f th lection. 01�3 lj� M a-4jg= *WRS�R S' natur DA HVAC Subontractor (Go. Name) or General CdritracItor or Ow SYST MS ER HEATING SYSTEMS Energy' External Water HeatIn CEC Cartif led Rated' Tank Factor or Tank 119 System Type Manuf. Make & Input (kW Capacity Recovery Standby' Insulation (storage gas, etc.) Model Number or Btuh) (gallons) Eff Iclency Loss R -Value X-eY 4-t 166,;z - 4 OT,(+ 0 —,3 0V lo C/o 1. For small gas storage (rated input --� 75,000 Btu/hr), electric resistance and heat pump water heaters, list Energy Factor. For large gas storage water heaters (rated input >75,000 Btu/hr), list Rated Input, Recovery Efficiency and Standby Loss. For Instantaneous gis water heaters, list Rated Input and Recovery Efficiency. For Instantaneous electric water heaters, list Rated Input. FAUCETS & SHOWER HEADS All faucets and showerheads installed are listed in the Commission's Directory of Certified Faucets and Sho-we / rheads, pursuant to Title 24, Part 6, Subchapter 2, Section 111. Signature Date Plumbing Subcontractor (Co. NariOr General Contractor or Cwner Rovisad January 1992 -q� - 7- r*tnip- 05131/2CMA r -',w 065746 CERTIFICATE OF FIELD VERIFICATION-& DIAGNOSTIC TESTING (Page 1 of 8) CF -4R Project Address 45 New Foster Place, Chico Pressurization Test Results (CFM @ 25 Pa) Builder Name Luciano Homes Builder Contact Luciano Homes -Miranda Telephone (530)624-6348 Plan Number HERS Rater Mervyn Martin Telephone. (530) 894-846E Sample Group Number — Enter Tested Leakage Flow in CFM. Compliance Method (PresR�� 2 Climate Zone Certifying Signatu>_,�K�.. Z�A ,/ Date f Sample.Rouse Number Firm Energy Calculation Services 3 HERS Provider CHEERS Street Addres . 674 Manzanita Avenue, Suite 9 ALTERATIONS: Duct System and/or UVACEquipment Change -Out ty/State/Zip: Chico, Ca. . 95926 Copies to: BUILDER, HERS PROVIDER AND AUJI. ING DEPARTMENT HERS RATER COMTLLANCE STATENIENT The house was: --I R1 Tested V [] Approved as part of sample testing, but was not tested As the HERS rater providing diagnostio testing and field verification, I certify that the house Identified on this form complies with the diagnostic tested Iminice requirements as checkM v' on this form. The HERS rater must check and ver4 that the new I CIO distribution systerri is 15T?Y dueled and correct tape is used before a CF -4R may be released on every tested building. The HERS rater must not release the CF -4R until a properly completed and signed CF -6R has been received ft die Fsample and tested buildings. 0 The installer bas provided a copy of CF -6R (Installiation Certificate). 0 New Distribution system is Mly ducted (ie., does not use buildingcavities as plenums or platform returns in lieu of ducts). 0 New systems where cloth backed, rubber adhesive duct tape is installed, mastic and draw bands are used in combination with cloth backed, rubber adhesive duct tape'to seal leaks at duct connections. 0 MINIMUM REQUIREMENTS FOR DUCT LEAKAGE REDUCTION COMPLIANCE CREDIT Procedures.forfield vetificadon and diagnostic testing ofair distribution systems are availahle in P2ACM, Append& RC4.3. Duct Diagnostic Leakage Testing Results NEW CONSTRUCTION; IDuct Pressurization Test Results (CFM @ 25 Pa) Measured Values 1 Enter Tested Leakage Flow in CFM. 46 2 Fan Flow: Calculated (Nominal: -,,' 0 Cooling ' 0 Heating) or v*' 11 Measured Enter Total Fan Flow in CFM: 1,000 1011 3 Pass if Leakage Pcrwntage:� 6% 100 x L--L6_(Line # 1) / _1,000 (Line # 2)]] 4.6 0 Pass El Fail ALTERATIONS: Duct System and/or UVACEquipment Change -Out 4 Enter Tested Leakage Flow in CFM from CF -6R: Pre -Test of Existing Duct System Prior to Duct System Alteration and/or Equipment ChangD-Out. Enter Tested Leakage Flow in CFM- Final Test ofNew Duct System or'Altered Duct System 5 for Duct System Alteraltion and/or Equipment changr-out. Enter Reduction in Leakage for Altered Duct System L_(Line # 4) Minus ___JLIne # 5)] 6 (Only if Applicable) 7 Enter Te ed LeaImp Flow in CFM to Outside (Only if ApplicaWe) 8 Entire New Duct System - Pass if Leakage Percentagc:� 6*/o 13 Pass 0 fail [100 x [_(Line 95)1_JQD0 Line#2)p TEST OR VERIFICATION STANDARDS: For Altered Dact System and/or KVAC Equipment Change -Out Use one of the following fowr Test or Verification Standards for compliance: 9 Pass if Leakage Percentage _,� 15% [100 x L_(Line # 5) / 1 .000 (Line 9 2)11 13 Pass 0 Fail 10 Pass if Leakage to Outside Percentage:5, IDI/o [10D x L_(Line # 7) /-1 .000 (Line#2)1] 13 Pass E3 Fail Pass if Leakage Reduction Percentage: �t 60% [100 x L_(Line # 6) 1 1 -ODO (Line # 4)]]. it and Verification by Smoke Test and Visual Inspection 13 Pass ID Fail 12 Pass if Scaling of all Accessible Leaks and Verification by Smoke Test and Visual lasp ion 0 Pass 0 Fail Pass If One of Lines # 9 through #42 pass 13 Pass 13 Fail Residential Compliance Forms April 2005 ?'-Cl 22*16-*168-069 S33 wU*,*,:L 9002 10 unr An instaflation certificate is required to be posted at the building site or made available for all appropriate inspections. (The information provided on this fdrin is required) After completion of final'inispectiort, a copy must be provided to the building department (upon request) and the building owner at occupancy, per Section 10-103(a). HVAC SYSTEMS: Heating Equipnzenl ' Equip Type (pkg. heat pum2) CEC Certified Mfr. Ninne and Wdul Number - dof Identical systems Efficienry (AFLJF� Me.) (�:CF-!.Rvalue) Duct Location (attic, etc.) Duct oT Piping R -value Heating Load (Btuthr) Heating Capacity (Btufhr) Fumace LennoxEM-OUS-WA-01OX 1 80 Aft R4.2 Cooling Eqidp)nent Equip Type (Pkg. heat pump) CEC Certified Mfr. Name and Mo& Number 0 of Efficiency I Identical (SEER or EER) §.)2tem (�:CF-1 R vahie I Dud Location (attic, ete.) Duct R-VAKM Cooling Load Cooling Capacity (BtLlqlr) AC Split Lmnox13ACD-03D-23"i 13 R-4.2 I - > symbol reads greater than or equal to what is in&cated on 11W CF -JR value. Include both SEER and EER if compliance credit for high EER air conditioner is claimed. %" 011, the undersigned, verify that equipment listed above is: 1) is the actual equipment installed, 2) equivalent to or more efficient than that specified in the certificate of compliance (Form CF -IR) submitted for compliance with the Enei:gy Efflciency Standards for residential buildings, and 3) -equipment that meats or exceeds the appropriate requirements for manufacwred devices (from the Appliance Efficiency Regulations or Part 6), where applicable. Installing Subcontractor (Co. Name) OR General Cont" �=) OAOwner Sign Date. -7:S/ f Copies to: BUELDING DEPARTMENT, HERS RATER (1F APPLICABLE) BUILDING OWNER AT OCCUPANCY Resideirlial Compliance Fonns April 2005. 6-d 22iP6-iP6B-069 S33 WU9V:L 900a 10 Unr MTALLATION CERFM A (Pgtge 4 of 12) -CF-W Site Address PermitNumber 45 New Foster Place, Chico I I INSTALLER COMPLIANCE STATEMENT FOR DUCT LEAKAGE INSTALLER COM7L1ANCE STATEMENT 7lie building was: V OTested at Final **' C3 Tested at R'ough-in INSTALLER VISUAL INSPECTION AT FINAL CONSTRUCTION STAGE: 0 Remove at least one supply and one return register, and verify that the spaces between the reg finishing wall are properly scaled. ,ister boot and the interior 0 If the house rough -in duct leakage test was conducted without an air handier installed, inspect the connection points between the air handler and the supply and return -plenums to verify that the connection points are properly sealed. 0 Inspect all joints to ensure that no cloth backed rubber adhesive duct tape is used -/ 0 DUCY LEAKAGE REDUCTION Anocedures for field verificadon and diarnostic testinp of air dRtribullansurto"tc an& "voilahlo in Rj.-)Lr a mr-.4 2, NEW CONSTRUC71ON: - /_ I I Duct Pressurization Test Results (CFM @ 25 Pa) Measured Values t I Enter Tested Leakage Flow in CFM: 46 Pan Flow: Calculated (Norninal: ,' 0 Cooling,/ 13 Heating) or V13 Measured 2 If Fan Flow is Calculated as 400 cfin/ton x number of tons or as 21.7 cfiW(kBtu/hr) x Heating 1000 — Capacity in Thousands of Btu/hr, enter total calculated or measured fan flow in CFTVI here: V" V 3�Pass if Leakage Percentage::5 6% for Final or:5 4% at -Rough -in: 4.6 I 0 Pass Q Fail [l00xL±2_(Line#1)/�000 (Line#2)11 . ALTERATIONS: Duct System and/or IffVAC Equipment Change -Out 91, Enter Tested Leakage Flow in CFVI firom Pre -Test of ExMng Duct System Prior to Duct 4 System Alteration and/or Equipment Change -Out. Enter Tested Leakage Flow in CFM from Final Test of Now Duct System or Altered Duct 5 System for Duct System Alteration and/or Equipment Change -Out. Enter Reduction in Leakage fbr Altered Duct System 6 F --(Line # 4) Minus —(Line # 5)) - (Only if Applicable) 7 *Enter Tested Leakage Flow in CFM to Outside (Only if Applicable) Entire New Duct System - Pass if Leakage PeTcantage:5 6% for Final or:�� 4% at kough-in [too x r, -Eine45)1 i000 Line 4 2)11 13 Pass 0 Fail TEST OR VERMCATION STANDARDS: For Altered Duct System andfor HVAC Equipment Change- toe Out Use one of the following fmw Test or Verification Standards for compliance: 9 Pass ifLeakagePercentage:9 15% (100 x [-(Line #5)1 1000 (Line # 2)]] 0 Pass 0 Fail 10 Pass ifLeakageto Outside Percentage:9 10% [100 x L_(Line47) 11000 (Line#2)]] 13 Pass 13 Fail Pass ifLeakage Reduction Percentage �! 60% [100 x L_(Line # 6) (Line 0 4)]] I I and Verification by Smoke Test and Visual Inspection 13 Pass 0 Fail 12 Pass if Scaling ofall Accessible Leaks and Verification by Smoke Test and Col Pass E3 ail F � Pass If One of Lines # 9 throug # 12 pass 0 Pass 13 Fall _J 'w" LJ 1, the undersigned, verify that the above diagnostic test result� were performed in conformance vAth the requirements for compliance crediL 1, the undersigned, also certify Iluit. the newly installed or retrofit Air -Distribution System Ducts, Plenums and Fails oumply with Mandatory requirements specified in Section 150 (in) of the 2005 Building Energy Efficiency standards. Installing Subcontractor (Co. Narne) OR General Contractor (�o_blqc) OR Owner 111"i — - /_ I I Date: Capies to- BUILDING DEPARTMENT, HERS RATER (IF APPLICABLE) BUILDING OWNER AT OCCLFANCY Resfdewtal Compliance Forms Apr1l 2005 V -Cl 20*,6-iP6l3-069 S33 WUSt,:L 9002 10 unr 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. 1:101*111 tt! PERMITS BECOME NULL AND VOID I YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under Issued Date: 04/19/2006 APN: 040-640-004-000 provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. Site Address: 45 NEW FOSTER PL CHI License Class License Number: Map Index: Date: Contractor: Description: DETACHED WORK/REC ROOM (1146) OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: RIGSBEE CRAIG R & KARLA M permit to construct, alter, improve, demolish, or repair any structure, prior 45 NEW FOSTER PL to its issuance, also requires the applicant for such permit to file a CHICO, CA signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 95928 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): 1, 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 Applicant: RIGSBEE CRAIG R & KARLA M Code: The Contractors' State License Law does not apply to an 45 NEW FOSTER PL owner of property who builds or improves thereon, and who does CHICO, CA such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for 95928 sale. If however. the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (See. 7044, Business and Professions Code. The Contractors' State License Law does Contractor: not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). 1 am Exempt under Article 3 of the-BusinessAnd Professions Code _9 Date: �A�(I/Q 0 Owner: License #: WORKERS' COMP�KSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: 0 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Architect: PEITZ, GREGORY ARTHUR Labor Code, for the performance of the work for which this permit is issued. Engineer: El I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Total Square Ft: 1146 S.F. Valuation: $74,490.00 Policy #: Census Code: U/1,1certify 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 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. (-A/( A Date: Applicant:_ WARNING: ailure to secure workers' compensation coverage i: unlawful, 4 -�all subject an employer to criminal penalties and on nd sh 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. �7 7,5'c CONSTRUCTION LENDING AGENCY Th' h b issued under e ap licable provisions of the Butte County Code and/or ' eeo X( is Perm' 'i Y I hereby affirm that there is a construction lending agency for the �olution - do wor �een paid. R k indrtated Aove !dr which fees have b performance of the work for which this permit is issued (Sec 3097 Civ.) k— Name: Date: PERMIT EXPIRES ON: Address: (Date) 0 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. 0 Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. 0 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 of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name: C Signature: 71 Date: If C(LA01 C��Owner 0 Contractor Q Agent for Owner El Agent for Contractor B. C. Building Permit 01-16-04 pg 1 When recorded return to: County of Butte Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965-3397 2006-0019653 Recorded I REC FEE 19.08 Official Records I Coun4 of I WORKED COPY 1.00 out e I CANDACE J. GMBS I County Clerk-Recorderl I I DD 02:24M 18--Apr-M I Page I of 5 Space above for Recorder's Use Owner Name: Craig R. Rigsbee and Karla M. Rigsbee Building Permit No: 06-0164 — Recreation Room DEED RESTRICTION AND NOTICE OF LIMITED USE FACILITY 1. WHEREAS, on this 3rd day of March, 2006, Craig R. Rigsbee and Karla M. Rigsbee, hereinafter referred to as owner(s), are the record owners of the following real property - 45 New Foster Place. Chico, CA 95928 APN#LQW�0§6=40-004, and as further set forth in Exhibit "A" attached hereto and hereby incorporated by reference, hereinafter referred to as "the subject property"; and 11. WHEREAS, the Building Division of the Butte County Department of Development Services is acting on behalf of the People of Butte County; and 111. WHEREAS, the owner applied to the Building Division for a building permit in order to develop the subject property described above; and IV. WHEREAS, Building Permit No. 06-0164 was applied for on 01/23/06 by the owner in accordance with the provisions of the Butte County Code and the California Building Code; and V. WHEREAS, the use allowed by Building Permit No. 06-0164 has been reviewed and approved for only the lim.ited purposes set forth below; and VI. WHEREAS, it is intended that this Deed Restriction and Notice of Limited Use Facility shall constitute an enforceable restriction and remain in effect until a new application for a different use has been approved; and ,4x -R. s�Vo 6 VII. WHEREAS, Owner acknowledges that Owner will comply with the limited use restrictions that were incorporated in reviewing and approving Building Permit No. 06-0164 which enabled Owner to undertake the limited use authorized by this permit. NOW, THEREFORE, with the issuance of Building Permit No. 06-0164 to Owner by Butte County, Owner hereby affirms Owner's desire to develop a limited use facility, as set forth below, which establishes restrictions on the use and enjoyment of this limited use facility. The undersigned Owner, for himself/herself and for his/her heirs, assigns, and successors in interest, acknowledges and agrees to those restrictions. This limited use facility shall be utilized in compliance with those limitations prescribed by the California Building Code occupancy classification assigned by the building official, except the following uses are not allowed: No fiving, sleeping o cookin if any provision of these restrictions is held to be invalid or for any reason becomes unenforceable, no other provision shall be thereby affected or impaired. This deed restriction and notice of limited use facility shall remain in full force and effect during the period that this permit, or any modification or amendment thereof, remains effective, and during the period that the development authorized by this permit, or any modification of this development, remains in existence in or upon any part of, and thereby confers benefit upon, the subject property described herein, and to that extent, this deed restriction and notice of limited use facility is hereby acknowledged and agreed to by Owner to restrict the use and enjoyment of this limited use facility and shall be binding on Owner and all his/her assigns or successors in interest. Owner agrees to record this Deed Restriction and Notice of Limited Use Facility in the Recorder's Office for the County of Butte as soon as possible after the date of execution. This document shall be recorded and returned to the Butte County Department of Development Services, Building Division prior to the issuance of Building Permit No. 06-0164. DATE: Ck-hec;, 20 Owner Signature: -31klD G CraAA \.A,� b�e Print or Ty0b Name"6f 'Above Owner Signature: k-�-,4AZC- Print or Type Name of Above Awc I -s/3 6 NOTE TO NOTARY PUBLIC: If you are notarizing the signatures of persons, signing on behalf of a corporation, partnership, trust, etc., please use the correct notary jurat (acknowledgment) as explained in your Notary Public Law Book. STATE OF CALIFORNIA SS. COUNTY OF BUTTE On Y—A-41c, 71" (a before me, -&4 1- c. 7 Public, personally apl5eared �� -�-/ 6 ef- Notary , P&Eq&Re44j kj'4GW-t&1WtW- (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) kfare subscribed to the within instrument and acknowledged to me that >ahahefthey executed the same in his/her/their authorized capacity(ies), and that by *09119ior/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Signature STATE OF CALIFORNIA SS. COUNTY OF BUTTE A A A A A A A " Al DARYLE POLK C COMM. # 1487788 NOTARY PUSUC-CALIFORW FA COUNTY OF BUTTE Comm. Expires May 4, 2008 (Seal) On before me, Notary Public, personally appeared personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Signature (Seal) 4 W -'e' � & This is to certify, that the Deed Restriction set forth above is hereby acknowledged by the Director of the Department of Development Services and that Butte County consents to its recordation thereof. Dated: AtE64�i S ' - 'Itt*r Manager cott Rd -f6rd, Building Division STATE OF CALIFORNIA SS. COUNTY OF BUTTE On Aacm 8 zze�tD e... .. before me, Notary Public, personally appeared personally known to me (a� proved-t��- �'4efy evid enee I to be the personke) whose name,(�&r I s/.aF�su bscri bed to the within instrument and acknowledged to me that he/ste�tj�eT executed the same in his/ber/lbeir authorized capacityoa&), and that by hist�&f/tbe+r signature�s�on the instrument the person* or the entity upon behalf of which the person .,.(�acted, executed the instrument. WITNESS my hand and official seal. ftreadon # 1867MI Nowy Nft - cawww am Eel* & caw* ature (Seal) I BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 - CHICO: (530) 891-2834 OFFICE 9: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLfCATION Website: wwv�.buttecounty.net/dds "PLEASE PRINT CLEARLY" OWNER INFORMATION Last Vpme K==L4 x � irg Npme% r CIL Addres P city Sta&*_ Zip cv�� ?T Phone �0 Fax 5^�O 11�1 0 E-mail APPLICANT INFORMATION CONTRACTOR Name city Address Zip City. Fax State Zip Phone Subdivision Name Fax j E-mail I Page Lic. # Planner APPLICANT INFORMATION ARCHITECTIENGINEER Name C' city Address Zip City Fax Stat t* ip- T�A,,, q z'G Phone Subdivision Name Fax E-mail I Page State License Number APPLICANT INFORMATION Name Address city State Zip I Yes Fax Occ. APPLICANT SIGNATURE X I V For office use only: AP# U (�b c) Zoning Flood zone Cros� Street SRA I Yes Carrier Occ. I Typ6 Const. Subdivision Name Address Map Book I Page 75— Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PERMIT NO. 06.6 1 � J.". BP:- .- f I BIN It PROJECTLOCATION AP# U (�b c) Property Address — I '_� t A -,/ poc City C"� (ao Cros� Street WORKER'S C OMPENSA TION - 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. Total LENDING AGENCY Name Address Description or Scope of Work: I Sq FT- Living I T�0 Garage Open Cov • Structure Built vvithout Permits • Proposed Change of Occupancy (Note previous use): L - 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 departfnent costs are not refundable. Rece�*Y.ed by: Amount: Bldg SRA Receipt #: Sheriff SMIP Other Total SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifica-tions must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. 0 1. Site plans, 3 or 4 sets, signed by the preparer of the plans.'No graph paper! 0 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 0 3. Engineered truss details and layouts in duplicate (if required). No faxes! 0 4. Energy compliance design and supporting documentation in duplicate. 0 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. 0. 6. Manufactured homes: (A) Installation manual, (B) Marriage line info, (C) Floor Plan., (D) Tie down or fnd plans, all in duplicate 0 7. Metal bidgs: (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. 0 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). 0 9. Site plan and business license approval from the City of Biggs. 0 10. Lefler of intent for non-residential buildings. 0 11. Building Permit Application Without Required Clearances Form 0 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) 0 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). 0 2. Impact Fees. 0 3. California Department of Forestry plan approval (if required). 0 4. NPDES Form. 0 5. . Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy.). 0 6. Contractor's license information. (Number, Name Style, Classification). 11 7. Worker's Compensation Carrier and Policy Numbe . r. 0 & Owner -Builder Verification (if required). 0 9. Letter of Signature authorization (if required). El 10. Recorded c opy of Agricultural Acknowledgment Statement. 0 11. 0 Legal description from current recorded grant deed, 0 Copy of M.H. Title, Title transfer, or'MCO. 0 .12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit Assistant at'(530) 538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an.application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds 6an only be made upon written request by the.person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has* been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMSMILDING F0RMS\B1dgApp1SubRqmts.doc I Page 2 of 2 REV 8-12-05 COUNTY OF BUTTE-DEPAPTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISIOAr; 7 County Center Drive, Oroville, CA'95965 Phone (530)538-7541 Fax (530)538-2140 . . ; .. PERMIT APPLICATION DATA SHEET . % ,�SSESSOR PARCEL NUMBER . 6- (Xo' 66� OWNER: �T Date: Proposed Building Use: Permit Technician:'N)C- Items required in orderto apply for a permit- All hoins MI]ST hp checked OR -marked NA in ordecto apply. 4�> 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. 0 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. zl�- 3. Engineered plans, 3 or 4 sets, with wet signature on pians 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. 0 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. 0 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. 0 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 enclinee . 0 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. 0 11. Letter of intent f& non-residential' buildiiigs,' 0 12. Hazardous Material Form 0 13. Acknowledgement of building permit application without required clearances. 0 14. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 15. Sanitation and site plan approval from the Environmental Health Department in 0 Chico 0 Oroville, as applicable 0 16. Fire Sprinklers ............................................................................. : .............. 0 17. Agricultural Buffer cIr and site plan apr from the Ag Commissioner Sent by-.. 0 18. Soils Report and/or Engineered Foundation required ........................................... Erosion Control Plan Required ........................................................................ (10�Fees as shown on the attached Schedule of Fees Due Sheet .............................. 0 . City of Chico Plumbing permit ........................................................................ 0 22. Site plan and business license approval from the City of Biggs .............................. 0 23. California Department of Forestry plan approval 0 paid. Sent by: . ............. VOKS Planning approval for (A) Use: __�_�Parking: - --- f -TC) Parcel Check: ............ t 7f-" ig-1 0 25. Contact Land Development about - Improvements, - Drainage ....................... 5> 26. NPDES Form ...................................................................... QV 27. Encroachment Permit for driveway from the Public Works Dept .... ...... ......... 0 28. Contractor's license information. (Number, Name Style, Classification) ................... 0 29. Worker's Compensation Carrier and Policy Number .......................................... p[� 30. Owner -Builder Verification ( - Given to owner, -Mailed to owner) ..................... 0 31. Letter of Signature authorization ............................................................... -- 0 32. Recorded copy of Agricultural Acknowledgment Statement ................................. 33. Existing violations and/or expired permits ........................................................... r1J9 Deed Restriction ... t, ................ oll 0 - "-T5. 0 Legal description, 0 M.H. Title, title search, r6gistration *or MCO ......................... 0 36. Other: 0 37. Other: When issued Telephone and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: Z, g Date: 5/0 tion for th j 1.. Index permit ap lication for th ove i s Plan Ched Letter 11 it ms required T 7 2. Additionaljte�s required ia Contractor, designer, owner, wa e the atloX-dale�fy 0 phone, El mail, 0 counter, by Date: Contractor, designer, owner, was advised of the above data by 0 phone, 0 mail,- 0 counter, by Date: Contractor, designer, owner, was advised of the abqyq�ata by 0 phone, 0 mail, 0 counter, by Date: Plans reviewed by: - !Jtl� -Date: !11 0 Plans approved by: ;5 Y, Date: 1-1 C) to Structural reviewed by: Date: Structural approved by: Date: - Note transfer by: Date: Yellow: Building Division E.H. USE ON Plot Plan Attached Floor Plan Aftaded Sent to BDIDS TO: Building Division — Development Services FROM: Environmental Health SUBJECT: Sanitation Clearance azs- 3 -6f - Owner Location AP# Plan Approved for: Sewage Disposal: Water Supply: Public Private Well Clearance for iJwelling. Other Hold final for: Final clear I NOTE: r r) IC fAr- Environmental Health Specialist Building Clearance 9/2005 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 1 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 www.buttecounty.net/dds PHONE (530) 538-7541 FAX 538-2140 RECEIPT OF FEES SCHEDULE - RESIDENTIAL Owner RISGBEE, CRAIG APN No: 40-640-004 Application Date 1/23/2005 Permit No: BP 060164 Permit Type: DETACHED REC ROOM 1 BUILDING PERMIT FEES ESTIMATED AT APPLICATION $1,292.27 - Plan Check portion of Permit Fee $516.91 $775.36 Balance of Building Permit Fee 2 FEMA RYes Flood Elevation Review $109.98 0 3 SRA* Yes Fire Plan Check - Non -Refundable $95.00 0 $204.98 fState Responsibility Area) Building Inspection $109.98 0 NON-REFUNDABLE portion of fees due at application $516.91 FEES DUE AND PAYABLE AT TIME OF PERMIT APPLICATION FEES (BELOW) DUE PRIOR TO ISSUANCE OF PERMIT 4 Balance of Building Permit Fees (from No. 1 above) 5 SMIP* - Strong Motion Instrumentation Program (Enter amount from permit system) 6 Additional Plan Check Fees (NON-REFUNDABLE) 7 Other*: 7a Other*: 8 JIMPACT FEES - RESIDENTIAL* Per Dwelling Per Dwelling Per Dw llinC Applications After 2114105 SFD MH I Countv 1 4096.871 3071.141 3117 Chico Urban Area 1 5372.091 3995.451 4889.56 El Medio Fire District 1 3128.311 2297.771 2326.36 North Chico Specific Plan SR -1, SR -3, SR-1/PD 1 7938.531 6757.081 7633.49 0 R-1 1 8031.531 6850.081 7726.49 R-2 1 7541.531 6360.081 7236.49 113rocessing Fee is automatically added to impact fee total 9 IWATER TENDER FEE jNot collected when Impact Fees Applicable) EnterBat.# IDRAINAGE FEES' 10 ICHICO STORM DRAINZG_E MASTER PLAN New construction, vacant land, on 1 acre or less - Enter 1 or less acre value 770 Butte Creek 771 Comanche Creek 772 Little Chico Creek 773 Big Chico Creek 774 Lindo Channel 775 SUDAD Ditch 776 Mud -Sycamore Creek 777 PV Ditch RECEIPT DATE ,I`A':;I� /-Z3 \,_$782.8jL,ojrj,�> DOG $775.36 $7.45 6475.49 RECEIPT DATE Tech/Asst 0 $100.00 $200.00 7,736 1 8,0691 $8,792 $6,596 $8,139 $6,975 $6,070 RECEIPT DATE Tech/Asst $8,603 10a More than 1 acre, existing buildings - fees to be assessed by Public Works Fee Determination Sheet Needed - Enter amount determined by PW 11 THERMALITO DRAINAGE AREA 1 $652 Maximum Per each new living unit on existing lots where full drainage fees have not been paid 11a Temporary Dwelling 1 $130 lAt time of building permit $130 annual renewal fee for first 4 renewals. Not to exceed $652. PROOF OF PAYMENT OF FEES (BELOW) MUST BE RECEIVED PRIOR TO ISSUANCE OF PERMIT. Forms will be prepared after plan check is completed for applicant to take to respective district office. 12 SCHOOL DISTRICT FEES* I Chico 6�X6d School District 062 12a RECREATION DISTRICT FEES* I C'h"ico At the 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. Applicant: Date: Pursuant to Gove;rnmenrcode tection 66020, you are hereby notified those Items followed by an " may have been impogbd on yoLk-project. You have 90 days from the date of appro I of the porject or from the impostion of the above referenced items during which you may protest. The requirements for a protest are , t C specified in Gover t Co�deSection 66020(a). K:/Building/Forms/Schedule of Receipt Fees Residential 121205 0 'A 0 L) 1\1 UC \,q 'W 9 Department of Public Works I r% :. 4.. ;� - . j. Michael Crump. Director LAND DEVELC)PMENT DIVIS1014 tram S, ,orm Water Management Pro 7 C6unty Center Drive oroville. CA 9596.5 (530) 538-7266 (FAA 538-7171 rge Elimination system (NPDES) Phase 11 L National Pollutant Dischtt Water piollution Prevention Construction Storm Water Permit and Storm Plan (SWPPP) Acknowledgement projectDescri tiOn' Ip Project Location an(VO'rParcel Number: PC CA [ (' C.? I c- 0- C'A er/owner's agent, ctrtify that this project WELL NOT DI.STURB By sig4ing below, L the project own trU n W P, rIn! to apply for a Com ctio storm at r P e t I acre or Mort,- Of land. and that L therefore, do not need Phased projects that contain State aGril the of califo-mia. RegionalWater Quality Control Board multiple site build -outs of less than one, acre but when combined with subsequent Phases total more than one acre 'of disturbed sOil Will require a Construction Storm Water pennit fcom the State Of California Regional -W ater Quality Control Boaid- am aware that submitting false andlor inaccurate information Or failure to apply for a Construction 0 -ct Stoi-rn Water Permit from the State of California Regional Water Quality Control Board for a prqj�, that disturbs one acre or more of land may result in re -vocation of grading andlo . r other permits or otlaer sanctions provide -d by law. siped.. Title-. Date: L �6 OWNER -BUILDER VERIFICATION Attention Property Owner - An "owner -builder" building permit has been applied f6r in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. I personally plan to provide the m0or labor and material for construction of this proposed property imVovement: YES NO 2. 1 HAVE [V ] HAVE NOT signed an application for a building permit for the proposed work. 3. 1 have contracted with the following person (firm) to provide the proposed construction: NA1�ffi: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO:' 4. 1 plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and provide the major work: NANM: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 5. 1 will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAIVIE ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER: DATE: 1/ 2— NOTE: This Owner -Builder verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we.are permitted to issue the permit. Rev'd 11/4/2004 Butte County Department ofDevelopment Services ADMINISTRATION * BUILDING * GIS * PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538-2140 Facsimile OWNER -BUILDER INFORMATION Dear Property Owner: An application for a building pennit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a pern-dt. Building perrnits are not required to be signed by property o ' wners unless they are personally performing their own work. If your work is being performed by someone other am yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that your plan to subcontract you should be aware of the following inforination for your benefit and protection: • If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $200 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. • If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers' compensation insurance, disability insurance costs, and unemployment compensation contributions. • There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. • For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractor is to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board in your community or at 1020 N Street, Sacramento, California 95814. Please complete and return the enclosed owner -builder verification from so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Sincerely, Scott Rutherford U Chief Building Inspector NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. BUTTE COUNTY SCHOOLS IMPACTFEE CERTIFICATION FORM (One form per Building) School District 0 <�Ohl A '-TRAa9,:Z Building Department No. A.P. Number Jurisdiction: City F--17ICounty Prop" O"er A Property Location/Address i�5 /Vew lnsArl Plane I ft Subdivision Lot No. :Sq. Footage Residenbal Development No of Living Mobile Home Addition/ *Supplemental to (Group. R) Units Installation Conversion Pefmit # *(No foundabori inspecfion) ....................................................................................... Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited UiP Facilify document), Commercial/industrial Sq. Footage (including Exterior Roofed Areas) Date District Identification No. School District certifies that (Applic-grit) (Street Address) (Phone Number) a/ (City) (State) (Zip Code) has complied with the requirements; of Resolution No. repre senting square feet. School District Representative Paid by Check # &)fi — Remarks: by payment of$ FB 292-6 PULL MITIGATION $ Date You rney protest the Imposition of the fees Identified above by submitting a written protest.to the District, In cornpliance with Governawnt Code Section 66020(a), within 90 days from the date fan are paid. FaHure to subn* a drnely w ifto protest will prohibit you from challenging the InWosMon of the fen In any'cotk action. ff, subs"uent to the School District Representative signing this Suite County Schools Irnpact Fee Certification Fami, the School MOW is notiffed by the applicable Local Planning Agency tint this project Is being reviewed under the Calffemis EnvirommyM Queft . Act (CEQA), this project rnay be subject to additional school fen to fully nddgmts its knpact an the school d"Ws'schoolls. White (school district), Yellow (building department),,Pink (applicant). '=,ft (3M5W= BUTTE COUNTY DEVELOPMENT FEE CERTIFICATION FORM 0 FEA ,THER RIVER RECRE ATION AND PARK DISTRICT (FRRPD) WCHICO, AREA RECREATION AND PARK DISTRICT (CARD) 0 PARADISE RECREATION AND PARK DISTRICT (PRPD) 0 DURRAM RECREATION AND PARK DISTRICT (DR.PD). Assessor Parcel N Property Owner (s) Project Location /Address Subdivision Name V Building Pen -nit Number 0(0—(0 (0 ko -/� a Assessable Sq. Ftge Type'of Residential Development (check one) New Development V --'Single Family -Detached Single Family -Attached Alteration/Addition(s*) Non -Residential to Residential Multi -Family Dwelling Mobile home Mobile home replacement verified by Assessor Department Demo Permit (date i Comments: -44'r, N verified by Building Department 0 FRRPD --ACARD ApplicantName T 9__1J Mailing Address 0 PRPD 0 DRPD certifies that: A � �,Ay - q G LA� Phone Number C c_v oh - City �LF I a Ld L1_ — - 1, Has complied with requirements of the Butte County Board of Supervisors Resolution No. by Payment of* Remarks: Eyp Paid by Chec4po: Dwelling Units @ $ per unit for a total of $ ' Square Feet @ $ per sq foot for a total of $ Paid by Cash: and Park District Representative ReceiptNo: Date Im When recorded return to: County of Butte Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965-3397 COPY of Document Recorded 18 -Apr -2006 2006-0019653 Has not been compared with original BUTTE COUNTY RECORDER Space above for Recorder's Use Owner Name-. Craig R. Rigsbee and Karla M. Rigsbee Building Permit No: 06-0164 — Recreation Room DEED RESTRICTION AND NOTICE OF LIMITED USE FACILITY 1. WHEREAS, on this 3rd day of March, 2006, Craig R. Rigsbee and Karla M. Rigsbee, hereinafter referred to as , owner(s), are the record owners of the following real property - 45 New Foster Place. Chico, CA 95928 APN# 040-640-004,'and as further set forth in Exhibit "A" attached. hereto and hereby incorporated by reference, hereinafter referred to as "the subject property"; and 11. WHEREAS, the Building Division of the Butte County Department of Development Services is acting on behalf of the People* of Butte County; and Ill. WHEREAS, the owner applied to the Building Division for a -building permit in order to develop the subject property described above; and IV. WHEREAS,, Building Permit No. 06-0164 was applied for on 01123/06 by the owner in accordance with the provisions of the Butte County Code and the California Building Code; and V. WHEREAS, 'the use allowed by Building Permit No. 06-0164 has been reviewed and approved for only the limited purposes set forth below; and V1. WHEREAS, it is intended that this Deed Restriction and Notice of Limited Use Facility shall constitute an enforceable restriction and -remain in eff e-ct until a new application for a different, use has been approved; and _4z_jq-R� -31v16 VII. WHEREAS, Owner acknowledges that Owner will comply with the limited use restrictions that were incorporated in reviewing and approving Building Permit No. 06-0164 which enabled Owner to undertake the limited use authorized by this permit. NOW, THEREFORE, with the issuance of Building Permit No. 06-0164 to Owner by Butte County, Owner hereby affirms Owner's desire to develop a limited use facility, as se t forth below, which establishes restrictions on the use and.enjoyment of this limited use facility. The undersigned Owner, for himself/herself and for his/her heirs, assigns, and successors in interest, acknowledges and agrees to those restrictions. This limited use facility shall be utilized in compliance with those* limitations prescribed by the California Building Code occupancy classification assigned by the building official, except the follo'wing uses are not allowed: No living 1. sleeping or cookinq If any provision of these restrictions is held to be invalid or for any reason becomes unenforceable, no other provision shall be thereby affected or impaired. This deed'restriction and notice of limited use facility shall remain in full force and effect during the period that this permit, or any modification or amendment thereof, remains effective, andduring the period that the development authorized by this permit, or any modification of this development, remains in existence in or upon any part.of, and thereby confers benefit upon, the subject property described herein, and to that extent, this deed restriction and notice of limited use facility is hereby acknowledged and agreed to by Owner to restrict the use and enjoyment of this limited use facility and shall be binding on Owner and all his/her assigns or successors in interest. Owner agrees to record this Deed Restriction and Notice of Limited Use Facility in the Recorder's Office for the County of Butte as soon as possible after the date of execution. This document shall be recorded and returned to the Butte County Department of Development Services, Building Division prior to the issuance of Building Permit No. 06-0164. DATE: 20 Owner Signature: -9410G CraAA 4� �A 12-e Print or Typb Name'* Above Owner Signature': -el Print or Type Name of Above NOTE TO NOTARY PUBLIC: If you are notarizing the signatures of persons, signing on behalf of a corporation, partnership, trust, etc., please use the correct notary jurat (acknowledgment) as explained in your Notary Public Law Book. STATE OF CALIFORNIA SS. COUNTY OF BUTTE On _IYA-1f, jyg�_ 0 71" G before me, — T 2 A i'c 7, Public, personally ap'eared p Notary �� -5'F:r'g I p2teepa4ly (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) Vare subscribed to the within instrument and acknowledged to me that >a/ti:Oefthey executed the same in his/her/their authorized capacity(ies), and that by *91ji*r/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Signature STATE OF CALIFORNIA SS. COUNTY OF BUTTE DARYLE POLK COMM. # 1487788 NOTARY PUSUC-CALIFORNV COUNTY OF BUTTE Comm. Expires May 4, 2008 - P19 (Seal) On before me, Notary Public, -personally appeared personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Signature (Seal) 4une. 4446' This is to certify that the Deed Restriction set forth above is hereby acknowledged by the Director of the Department of Development Services and that Butte County consents to its recordation thereof. Dated: Scott Ru'tt*�ro, Manager Building Division STATE OF CALIFORNIA SS. COUNTY OF BUTTE On Aj2r_H before me, =4�H Notary ared Public, personally appe�� personally known to me 4o� provead tG me en the b --'- -f-satipfeeteFy evidenee) to be the persor* whose name;&�is/.awsubscrib6d to the within instrument and acknowledged to me that he/4he*tiey executed the same -in his/betheir authorized capacityu*, and that by histbef/tbe+r signature4&)-on the instrument the persoaCs�, or the entity upon behalf of which the person,(s�acted, executed the instrument. WITNESS my hand and official seal. WA MCC�_ "afty RM - CG"=ft MIF a" CCU* *I Ifthe 6. ature (Seal) 6.3W When recorded return to: County of Butte Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965-3397 C0-0 owntr YMM Space above for Recorder's Use Owner Name: Craig R. Rigsbee and Karla M. Rigsbee Buildi n*g Permit No: 06-0164 — Recreation Room DEED RESTRICTION AND NOTICE OF LIMITED USE FACILITY WHEREAS, on this 3rd day of March, 2006, Craig R. Rigsbee and Karla M. Rigsbee, hereinafter referred to as owner(s), are the record owners of the following real property: 45 New Foster Place. Chico, CA 95928 APN# 040-640-004, and as further set forth in Exhibit "A" attached hereto and hereby incorporated by reference, hereinafter referred to as "the subject property"; and 11. WHEREAS, the Building Division of the Butte County Department of Development Services is acting on behalf of the People of Butte County; and Ill. WHEREAS, the owner applied to the Building Division for a building permit in order to develop the subject property described above; and IV. WHEREAS, Building Permit No. 06-0164 was applied for on 01/23/06 by. the owner in accordance with the provisions of the Butte County Code and the California Building Code; and V. WHEREAS, the use allowed by Building Permit No. 06-0164 has been reviewed and approved for only the limited purposes set forth below; and V1. WHEREAS, it is intended that this Deed Restriction and Notice of Limited Use Facility shall constitute an enforceable restriction and remain in effect until a new application for a different use has been approved; and VII. WHEREAS, Owner acknowledges that Owner will comply with the limited use restrictions that were incorporated in reviewing and approving Building, Permit No. 06-0164 which enabled Owner to undertake the limited use authorized by this permit. NOW, THEREFORE, with the issuance of Building Permit No. 06-0164 to Owner by Butte County, Owner hereby affirms Owner's desire to develop a limited use facility, as set forth below, which establishes restrictions on the use and enjoyment of this .. . . limited use facility. The undersigned Owner, for himself/herself and for his/her heirs, assigns, and successors in interest, acknowledges and agrees to those restrictions. . . This limited use facility shall be utilized in compliance with those limitations prescribed by the California Building Code occupancy classification assigned by the building official, except the following uses are not allowed: No fivin-g. sleeping or cookin If any provision of these restrictions is held to be invalid or for any reason becomes unenforceable, no other provision shall be thereby affected or impaired. This deed. restriction and notice of limited use facility shall remain in full force and effect during the period that this permit, or any modification or amendment thereof, remains effective, and during the period that the development authorized by this permit, or any modification of this development, remains in existence in or upon any part of, and thereby confers benefit upon, the subject property described herein, and to that extent, this deed restriction and notice of limited use facility is hereby acknowledged and agreed to by Owner to restrict the use and enjoyment of this limited use facility and shall be binding on Owner and all his/her assigns or successors in interest. Owner agrees to record this Deed Restriction and Notice of Limited Use Facility in the Recorder's Office for the County of Butte as soon as possible after the date of execution. This document shall be recorded and returned to the Butte County Department of Development Services, Puilding Division prior to the issuance of Building Permit No. 06-0164. DATE: 120 Owner Signature: �Z�c -34/0 C, Owner Signature: Airc Print or Type Name of Above Print or Type Name of Above NOTE TO NOTARY PUBLIC: If you are notarizing the signatures of persons, signing on behalf of a corporation, partnership, trust, etc., please use the correct notary jurat (acknowledgment) as explained in your Notary Public Law Book. STATE OF CALIFORNIA SS. COUNTY OF BUTTE On before me, Notary Public, personally appeared personally known to me (or proved to me on the basis of satisfactory evidence) to be ' the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Signature STATE OF CALIFORNIA Ss. COUNTY OF BUTTE (Seal) On before me, Notary Public, personally appeared personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Signature (Seal) 4w -'e - -� 4 & This is to certify that the � Deed Restriction set forth above . is hereby acknowledged by the Director of the Department of Development Services and that, Butte County consents to its recordation thereof. Dated: Scott Rdlt*46rd, Manager Building Division STATE OF CALIFORNIA SS. COUNTY OF BUTTE On As2r-H 8 ;2� -r-, before me, f AP -A Notary. Public, personally appeared personally known to me (09 PMUPH tQ 4le-M H ie basi"f &e4sfeetefy evideRee to be the persortM whose name;&� i s/.,iwsubscri bed to the within instrument and acknowledged to me that he/6tieYtbey executed the same in his/bedlh& authorized capacityu*, and that by his/jief/tbejr signature4&�on the instrument the person-(S�, or the entity upon behalf of which the person,(,%)�actecl, executed the instrument. WA MCMWM WITNESS my hand and official seal. CWW"M 0 106M) "afty P -Oft - 4:00xrw &"CCU* MVC"M8VftAW Lei ature N - (Seal) Record M the Request of Mid Valley Title & Escrow Company Order No. 151002BG Escrow No. 151002BG Loan No. 18009217 -a WHEN RECORDED MAIL TO: MR. & MRS. CRAIG R. RIGSBEE 45 NEW FOSTER PLACE CHICO, CA 95928 MAIL TAX STATEMENTS TO: SAME AS ABOVE 195-44625 i 95-0446'.251 Rec Fee . I DOG Recorded I Check Official Records I. County of Butte Candace J. Grubbs I Recorder I 8:00am 21 -Dec -95 I MVTC 15.00 247.50 262.50 C A 4 DOCUMENTARY TRANSFER TAX $24ZM Coyiputed on the consideration or value of property oonveyed; OR computed on the consideration or value less Hens or encumbrances remaining at time of sale. Thp ijnrjP-rq'qnPd Arantnr rip-riarp-q Signature of Declarant or Agent determining.tax - Firm Name GRANT DEED O4O-O4O-W9 14 FOR A VALUABLE CONSIDERATION, receipt of which Is hereby acknowledged, JOHN P. LUCIANO, an unmarried . man hereby GRANT(S) to CRAIG R. RIGSBEE and KARLA M. RIGSBEE, husband and wife As joiNT TENANTS the real properiy In the City of UNINCORPORATED AREA County of BUTTE State of California, described as SEE ATTACHED LEGAL DESCRIPTION F 0 'A Lo STATE OF CAUPRN )ss.' OOUNTY OF On sc me, T7 17T personally appeared —jo personalty known to me - (or proved to me on the basis of satisfactory evidence) to be the pemon(s) whose name(s) Ware subscribed to the within Instrument and acknowledged to me that he/shetthey executed the same In hWher/their authorized capacity(les), and that by hisfner/their signature(s) on the Instrument the person(s) or the entity upon behalf of which the person(s) acted, executed the Instrument WITNESS my hand and official seal. Signa(ur:e:'= OFFICIAL SEAL' 960271 > 60 JULIE L. SCHULKE X NOTARY PUBLIC - CALIFORNIA COUNTY OF BUTTE r My COMMISSIOn Expire . March 12, 1996 4 4 6 2 5 ORDER NO. BU -151002 BG DESCRIPTION ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: PARCEL I: LOT 4, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CHAMBERS SUBDIVISION11f WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MAY 3, 1994, IN, BOOK 130 OF MAPS, AT PAGE(S) 94 THRU 96. RESERVING THEREFROM AN EASEMENT FOR INGRESS AND EGRESS AS SHOWN ON SAID MAP. THIS DEED IS MADE AND ACCEPTtD.UPON THE COVENANTS, CONDITIONS AND RESTRICTIONS AS SET FORTH IN THAT CERTAIN DECLARATION OF RESTRICTIONS RECORDED MAY 12, 1994, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 94-20505 AND AMENDMENT RECORDED OCTOBER 9, 1995, UNDER BUTTE COUNTY RECORDERfS SERIAL NO. 95-34543, BUTTE COUNTY, CALIFORNIA; ALL OF WHICH ARE INCORPORATED HEREIN BY REFERENCE THERETO WITH THE SAME FORCE AND EFFECT AS 'THOUGH FULLY SET FORTH HEREIN AT LENGTH AND GRANTEES BY ACCEPTANCE ' OF THIS DEED APPROVE, ADOPT, RATIFY AND AGREE TO -THE TERMS OF SAID DECLARATION. PARCEL II: AN EASEMENT FOR INGRESS AND E GRESS OVER LOTS 1 THRU-3 AND 5 THRU 9, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CHAMBERS SUBDIVISION", WHICH MAP' - WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MAY 3, i99-4, IN BOOK 130 OF MAPS, AT PAGE(S) 94 THRU 96. PARCEL III: AN EASEMENT FOR ACCE SS TO MAINTENANCE AND CARE OF AND TESTING OF FIRE PROTECTION FACILITIES AND PUBLIC UTILITIES OVER THE FOLLOWING DESCRIBED PARCEL OF LAND: A PORTION OF LOT 2 OF THE REVISED MAP OF THE SECOND SUBDIVISION OF THE J. F. ENTLER RANCH, ACCORDING TO THAT CERTAIN MAP THEREOF, WHICH WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE. -STATE OF CALIFORNIA, FEBRUARY 15, 1915, IN BOOK 8 OF MAPS, AT PAGE(S) 2, BUTTE COUNTY RECORDS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE MOST NORTHERLY CORNER OF SAID LOT 2, SAID -POINT OF COMMENCEMENT BEING ON THE NORTHWESTERLY LINE OF SPEEDWAY LANE; THENCE SOUTH 28 DEG. 101 0011 EAST ALONG THE NORTHEASTERLY LINE OF SAID LOT 2, A DISTANCE OF 50.23 FEET TO A POINT.ON-THE - CONTINUED 9 5 4 4 6 2 5 ORDER NO. BU -151002 BG PARCEL III: CONTINUED SOUTHEASTERLY LINE OF SPEEDWAY LANE AND THE TRUE. POINT OF BEGINNIN G; THENCE CONTINUING ALONG SAID NORTHEASTERLY LINE OF SAID LOT 2, SOUTH 28 DEG. lot 0011 EAST, A DISTANCE OF 176.14 FEET TO THE SOUTHWEST CORNER OF LOT 9 OF CHAMBERS SUBDIVISION AS SHOWN ON THE MAP THEREOF, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, IN BOOK 130 OF MAPS, AT PAGE(S) 94 THRU 96, BUTTE COUNTY RECORDS; THENCE LEAVING SAID NORTHEASTERLY LINE 6F SAID LOT 2, SOUTH 61 DEG. 50' 0011 WEST, A DISTANCE OF 7.50 FEET; THENCE NORTH 28 DEG. lot 0011 WEST AND PARALLEL TO, SAID NORTHEASTERLY LINE OF SAID LOT 2, A DISTANCE OF 73.12 FEET; THENCE NORTH 44 DEG. 511 5711 WEST, A DISTANCE OF 26.10 FEET; THENCE NORTH 28' DEG. lot 0011 WEST AND PARALLEL TO SAID NORTHEASTERLY LINE OF SAID LOT 2, A DISTANCE OF 79.46 FEET TO A POINT . ON SAID SOUTHEASTERLY LINE OF SPEEDWAY LANE; THENCE ALONG SAID SOUTHEASTERLY LINE OF SPEEDWAY LANE, NORTH 67 DEG. 19' 0011 EAST, A DISTANCE OF 15.07 FEET TO THE POINT OF BEGINNING. PARCEL IV: AN EASEMENT FOR ACCESS TO MAINTENANCE AND, -CARE OF AND TESTING OF FIRE PROTECTION FACILITIES AND'PUBLIC UTILITIES, OVER THE FOLLOWING DESCRIBED PARCEL OF LAND: COMMENCING AT THE MOST WESTERLY CORNER OF LOT 9 OF CHAMBERS SUBDIVISION AS SHOWN ON THAT MAP THEREOF RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, IN BOOK - 130 .0 ' F MAPS, AT PAGE(S) 94 THRU 96, BUTTE COUNTY RECORDS, SAID POINT OF COMMENCEMENT ALSO LYING ON THE SOUTHERLY RIGHT OF WAY LINE OF SPEEDWAY LANE; THENCE SOUTH 28 DEG. 101 00!1 EAST ALONG THE SOUTHWESTERLY LINE OF SAID LOT 9, A DISTANCE OF 73.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE LEAVING SAID SOUTHWESTERLY LINE OF SAID LOT 9, SOUTH 44 DEG. 51' 5711 EAST, A DISTANCE OF 26.10 FEET; THENCE SOUTH 28 DEG. .10' 0011 EAST AND PARALLEL TO SAID SOUTHWESTERLY LINE, A DISTANCE OF 53.12 FEET; THENCE NORTH 61 DEG. 50' 0011 EAST, A DISTANCE OF 12.50 FEET; THENCE SOUTH 28 DEG. 101 0011 EAST, A DISTANCE OF 20.00 FEET TO A POINT ON THE SOUTHEASTERLY LINE OF SAID LOT 9; THENCE ALONG SAID SOUTHEASTERLY LINE OF SAID LOT 9, SOUTH 61 DEG. 50' 0011 WEST, A DISTANCE OF 20.00 FEET TO THE MOST SOUTHERLY CORNER OF SAID LOT 9; THENCE NORTH 28 DEG. 101 0011 WEST ALONG THE SOUTHWESTERLY LINE OF SAID LOT 9, A. DISTANCE OF 98.12 FEET TO THE POINT OF BEGINNING. PARCEL V: AN EASEMENT FOR ACCESS TO MAINTENANCE AND CARE OF AND TESTING OF FIRE PROTECTION FACILITIES AND PUBLIC UTILITIES OVER THE FOLLOWING DESCRIBED PARCEL OF LAND: CONTINUED 10 5 - 4 4 6 2 5 ORDER NO. BU -151002 BG PARCEL V: CONTINUED THE SOUTHEASTERLY 12.00 FEET OF LOT 9 OF THE CHAMBERS SUBDIVISION AS SHOWN ON. THE MAP THEREOF, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA,:IN BOOK 130 OF MAPS, AT PA(�E(S) 94 THRU 96, BUTTE COUNTY RECORDS. Q END OF DOCUMENT GREGORY A. PEITZ ARCHITECT 383 RIO UNDO AVE. CHICO CA 95926 (530) 894-5719 e :: PROJECT: k PDO i 7 -1'6 -Xi I have reviewed the truss submittal for the above project and all loading design criteria have been met. Greg A. Peitz Architect 115 YELLOWSTONE DRIVE - CHICO, CALIFORNIA 95973-5811 - TELEPHONE 530-895-1422 - FAX 530-895-1409 November 23, 2005 Mr. John Luciano Luciano Development, Inc P.O. Box 6868 Chico, CA 95927 SUBJECT. FLOOD ELEVATIONA.P.N. 040-640-004 45 NEW FOSfER J�LACE Dear Mr. Luciano: The parcel of land cl�signated as Assessor's Parcel Number 040-640-004 was created as Lot 4 on the Record Map 6ntitled "Chambers Subdivision" which was recorded on May 3, 1994 in Book 190 of Maps a I t Pa ge s_ 94, 95 . and 96. The third sheet of the map (page 96) shows a finish floor elevation of 208'8 on Lot 4. Note 12 on the third sheet states "the shown finish floor elevations are above the determined F. E. M.A. 1 00 -year flood elevation' -'.- The latest F.E.M.A. Flood insurance Rate Map for this area (Map Number66007CO51 0 D), dated April 20,,.2000 shows this area as being in Zone X (other areas) which are "areas determined to be outside 500 year floodplain". It.is my professional opinio6 that this more recent information superc6des, the finish floor elevation shown on the 1994 Final Subdivision Map. Enclosed is a copy of Sheet 3 of the Final Subdivision -Map and the 4-20-�000 Flood Insurance Rate Map. Please call if you have any questionsi. Sincerely, ES S ROLLS SON& R (D No. 28998, rn ic ael S. 8 d Eip. 03-31-07,* cm Of aod� - d "rh 5 r + �A_ ood cl yNj 1�, 1 14-1 T*.XData\PROJECTS\05202\L6�ano-I 12205 -pd RAR 115 YELLOWSTONE DRIVE CHrO, CALIFORNIA 95973-5811 - TELEPHONE 530-895-1422 - FAX 530-895-1409 ROLLS ANDERSON & ROLLS CIVIL ENGINEERS November 23, 2005 Mr. John Luciano Luciano Development, Inc. P.O. Box 6868 Chico, CA 95927 SUBJECT. FLOOD ELEVATION A.P.N. 040-640-004 45 NEW FOSTER PLACE Dear Mr. Luciano: The parcel of land designated as Assessor's Parcel Number 040-640-004 was created as Lot 4 on the Record Map entitled "Chambers Subdivision" which was recorded on May 3, 1994 in Book 130 of Maps at Pages 94, 95 and 96. The third sheet of the map (page 96) shows a finish floor elevation of 208.8 on Lot 4. Note 12 on the third sheet states "the shown finish floor elevations are above the determined F.E.M.A. 1 00 -year flood elevation". The latest F.E.M.A. Flood Insurance Rate Map for this area (Map Number 06007CO510 D), dated April 20, 2000 shows this area as being in Zone X (other areas) which are "areas determined to be outside 500 year floodplain". It is my professional opinion that this more recent information supercedes the finish floor elevation shown on the 1994 Final Subdivision Map. Enclosed is a copy of Sheet 3 of the Final Subdivision Map and the 4-20-2000 Flood Insurance Rate Map. Please call if you have any questions. ()FESS S. Na 28998 Exp. 03-31-07 lvl\- of D7\\\D�V/ TADa1a"0JECTS\05202%1udano- I 12205.wpci Sincerely, Us 011 040-040-069 PERMIT#95-2�02 LUC NO, John P. le4l-110-� qY New Foster Place, Chico New Single Family I PLO t 040-040-069 §9-1970 FJGSBEE, GRAIG & CARLA 45 NEW FOSTER PLACE, CHICO CONTR: CARE FREE POOLS POOL, MASTER PLAN 4 502-99 B E A U T Y DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 Re: Building Permit # ' 99-1870 Expiration Date: 8-24-00 A.P.# 040-040- 069 CRAIG 6ND CAR�.AU�GSBEE,.45 KEW FOSJER , CHICO u With reference to the above subject, our records indicate that your Ing permit expires - i e above date and your permit falls into one of the category marked below: I Permit work started, but not completed. Permit may be renewed for 1/2the original building permit fee (plus a $20.00 filing fee). The renewal permit will extend the building permit for an additional year from the original expiration date. Should you not renew your perinit within 30 days of the expiration date, all work must cease until a new building permit has been issued. For your convenience, we are enclosing a renewal application form and owner -builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Please return all cepies of the application form. No inspections have been made on permit work. Inspections are. required to verify code compliance. We are unable to renew a permit where the work has not been started and inspected prior to permit expiration. After expiration of your permit, no work may be started until a new permit has been issued. A final inspection has not been made on permit work. Final inspection approval is required before occupancy. Our field inspector has verified that the building is occupied. Occupancy must cease until a final inspection can be made and final approval given. You have 30 days to voluntarily cease occupancy or to present an acceptable plan for abatement or corrective actions to be taken by you. If our records are in error or should you have any questions concerning this matter, please contact the CHICO office. Thank you for your prompt attention concerning this matter. YWrs very truly, C. Vieira, C.B.O. Building Inspection MCV:lt' Attachments CC: CAREFREE POOLS Chico Office - 411 Main Street, Chico / 891-2751 VA, COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 0/ V 7 County Center Drive 9 Oroville, California 95965 - Telephone (530) 538-7541 PER IT NO (Rev. 12/96) APPLICATION AND PERMIT rm' ASSESSOR PARCEL NUMBER 040-040-069 ZONIN!�Z I BUILDINGPERMIT OWNER GRAIG & CARLA RIGSBEE TELEPHONE 345-9640 SQ. FT. OCC. BUILDING VALUATION -VA-E— 20,000 OWNER'S MAIUNG ADDRESS 45 NEW FOSTER PLACE, CHICO 95928 CONTRACTOR'S NAME CARE FREE POOLS PHO E TELE 34"�-4639 CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 20,000 ARCHITECT OR ENGINEER UCENSE Nu. Fee $ 20.00 —Filing —Permit Fee $ 207.00 ARCHITECT OR ENGINEEWS MAILING ADDRESS Plan Checking Fee $ 2300 BUILDINGADDRESS 45 NEW FOSTER PLACE, CHICO Energy Plan Checking Fee $ PERMIT FEE $ 9sn nn LOT NO. 4 1 SUBDIVISIONS NAME CHAMBERS SUBDIVISION PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 1 7.00 USEOFSTRUCTURE SF XX Duplex 0 Mobilehome 0 Other SPECIFY - Solar or heat pump water heater 23.00 Water piping 15.0 i,) - on _L_ Each gas water heater or vent - 15.00 TYPE OF WORK New 0 Addition 0 Remodel 0 Utilities 0 Installation 0 Other 0 Describe Work: POOL, MASTER PLAN #502-947 Gas piping sy2tern I - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS I GI 920.00 PERMIT FEE xviIi_n ELECTRICAL PERMIT Filing Fee 20-00 800V R LESS Main Service .A OOR . LES 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in_full fgLcjt and affect. License Class C - 5_�5 _ Lic. No. 3SO Jr. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: 0 1, 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. 0 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. 0 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: 0 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. LP-T"nave 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' compeMbon insurg carrier and policy number are: Carrier r -,Policy Number (The above sections need not be completed if the permit is for w6rk of a valuation of one hundred dollars ($100) or less.) 0 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall �eowith comKry')Yith those provisions. X Date Contr Signaiure of Applicant Owner actor 0 Agent/ An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in heig Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUR a & ACC. 3.5,s OR ADONS. BIDS. FT. NEW CONST, MULTI -OUTLET NON-RESID BRANCH CIRCUMS @7.50 &POWER APPARATUS NGLE OLTLET CIR. OUTLET OR FIXTURES 20 @ 1.00 Ex. Occup. ( akL @ .50 Ex. Occup. ( ..'E"(.M'.�OERAJ 5.00 Temporary Service 23.00 L20.00 Mobile Home Facilities Misc. Wiring 23.00 FUUL ELEUTRIC 7- PERMIT FEE $ sn - nn MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEIE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONSS . TY TO EE $ 35.00 3 HAZ I This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been By D a PERMIT EXPIRES ON I . provisions to do work paid. t e ReceiptNo. rQ97 if _5315-40 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDEN ROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive * Oroville, California 95965 * Telephone (530) 538-7541 W— PERMIT NO. (Rev.12/96) APPLICATION AND PERMIT - ZgZ22 - ASSESSOR PARCEL NUMBER C)(j 0 _(0( CC, ZONING BUILDING PERMIT OWNER TELEP SO. Fr. OCC. BUILDING VALUATION OWNERS MAILI ORE ntw q5w NAME ---r,xZL ja,�� TELEPMNE 5(Q , St Wq CONTRACTOR'S MAILING VRESS CONSTRUCrION LENDER Fireplace LENDERS "LING ADDRESS Total Valuation ARCHTrECr OR ENMNEER LICENSE NO. Filing Fee $ 20.00 Permit Fee ARCKrrECr OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ crb BUILDINGADDRIESS Energy Plan Checking Fee PERMIT FEE $ASO, 00 LOT NO.(4 S rrav"V�— NAME PARCEL MAP PLUMBING PERMIT Filing Fee 1 20.00 USEOFSTRUCTURE SF k, Duplex 0 Mobilehome 0 Other SPECV:y Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 JA�.00 Each gas water heater or vent 15.00 TYPE OF WORK New 0 Addition 0 Remodel 0 Utilities 0 Installation 0 Describe Work: Other 5o� — Gas piping system I - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W §20.00 PERMIT FEE $ (70 ELECTRICAL PERMIT Filing Fee 20-00 800V OR LESS Main Service 200A OR LESS 23.00 Main Service 200A To 46.00 NEW CONST. so. OR ADDNS. OW=. .0CCUP- 3.50Fr. CONST. MULTI-OUTLEr @7.50 RES'.. PSOXr AP=L 0 CTR Ex. Occup. OUTLET OR FDcrURES 2* 0 BAL @ .50 0=0 APPLM OR Ex. Occup. , rR,,6.) E. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 poop 130 00 -3a ov PERMIT FEE $ X36 -M MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt S Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. 7*YPE TOTAL EE $ -Z,35,0() IHAZ. 1 0. FEES IMP I FLOOD I CDF PARCEL I PO I HD I ISSUE This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON (Date) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALEFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICA TION DA TA SHEET OWNER: ASSESSOR PARCEL NUMBER: 0 140 — C)LI t) — n(oq Proposed Building Use: Building Inspector: 1) 8� . Date: 19- / 3 _91? At time 0 permit application, I was advised the foHowing data must be submitted prior to permit processing and/or issuance: Date Received By �It �AiiemAave been submitted -------------------------------------------------------------------------------------- E32. Plot plans, 3/4 sets, signed by the preparer of plans - ---------------------------------------------------- E33. Complete plans, 3/4 sets, signed by the preparer of plans - --------------------------------------------- E14. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. El 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! --------- E16. Energy Design Compliance and supporting documentation - ------------------------------------------- El 7. Statement of Intent. for Non -Heated and A/C Buildings - ------------------------------------------------ El 8. Hazardous Material Form - --------------------------------------------------------------------------------- El 9. Manufactured Home data and installation instructions including Tie Down Specifications ---------- El10. Fees of $ ---------------------------------------------------------------------------- 11. Impact fees as shown on the attached schedule - ----------------------------------------------------------------- 13. California Department of Forestry plan approval/fees - --------------------------------------------------------- Flood elevation certificate - ---------------------------------------------------------------------------------------- anitation and plot plan approval Health Department - ------------------------------------------- c7 \-?I] 15. City of Chico plumbing permit - ----------------------------------------------------------------------------------- 0 16. Plot plan and business license approval from the City of Biggs - ---------------------------------------------- 0 17. Planning approval for (A) Use: (13) Parking:. --------------- ---------- EJ 18. Contact Land Development about 0 Improvements, El Drainage, El Legal Parcel - ----------------------- El 19. Encroachment Permit for driveway (construction approval prior to occupancy) - ---------------------------- !N E120. Pre -inspection for required. Request to Building Inspector on (Date) El 2 1. Contractor's license information. (Number, Name Style, Classification) - ------------------------------------ 0 22. Workers' Compensation carrier and policy number - ----------------------------------------------------------- 1:123. Owner -Budder Verification (Given to owner 0, Mailed to owner El) - -------------------------------------- 024. Letter of signature authorization - -------------------------------------------------------------------------------- E325. Recorded copy of Agricultural Acknowledgment Statement - -------------------------------------------------- 026. Letter of intent on building use - ----------------------------------------------------------------------------------- 027. Manufactured Home utility clearance - --------------------------------------------------------------------------- E128. Existing violations and/or expired permits - ---------------------------------------------------------------------- E129. E1433 AJIGrant Deed, C3 M.H. Title, 11 Check to H.C.D $ - --------------- E130. Other: Wlipe.3<5'issue, the P Tn. , _��Frocey follows 11 Mail to owner ail to contractor. W1_ -7 q and hold for pickup a office�.R eliver with inspector. MTelephone -9(/ -y-Applicant: Date: -Ple,:O Copy of Haz-Mat form sent 0 Health Department, 13 Fire Department, 0 Air Pollution Date: BN Copy of plans sent 0 Health Department, 11 Fire Department, 0 Other: Date: Bv: 1. Index permit application for the above items nurnbered: _E1 Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by 13 phone, 0 mail, 11 Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by 0 phone, 13 mail, 0 Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by 0 phone, 0 mail, 11 Building Div* i counter, by Date: Contractor, designer, owner, was advised of the above required data by 0 phone, o mail, o Bdil sion counter, by Dato Plans reviewed by: Date: Plans approved by: _�e Da Sets of plans on hold in.13. Plan Cabinet, 0 A.P. —folder. Note transfer by: Date: E.H. USE ONLY Plot Plan Artachad YeC Floor Plan Anache Sent to S.D. TO: . Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance 6wner Location AP# Plan Approved for: Sewa' e Disposal _4, Public Private Well 9 Water Supply: Clearance for dmm#iftg. Other V Hold final for: Final clearance O.K. for: NOTE: C. Environmental Health Speclifist 8/96 f 3 - <1 !I 6ate RftlDENTIAL 040-040-069 PERMIT#95-2202 LUCIANO, John P. New Foster Place, Chico New Si le Family OFFICE COPY Address GAS Meter By— Date ELECTRIC Meter By Dat K OFFICE COPY Address Itzi kka-) teos-76oz- GAS Meter By uatF_— ELECTRIC Meter By— Date j For JOB FINALED (Date) Signature V OK 0 Not OK Not Applicable Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils�, Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/0 Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas: Location -Test -Wrap: / /Uft. / P'Nat. or/ /"L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card 6-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except It's 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -C rossovers- Brea ke rs-Cleara nces 5. Drain: MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cent. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except It's 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size-Depth-Spacing-Connectors-SteeI 3: Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except If's 1. Setbacks- Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GF1 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Term inals- Listed 7. Elec.; Bonding: Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosu res- Panel boards- Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 V OK Not OK �oi Applicable Not Ready RESIDENTIAL Date UNDIJKLOOR (Plans) OK except # ��g I') Kzoning-Setbac s- Ease ments- Flood -Slop� &,Prg' Main; Soils-Elec. Grnd.-/ /" Ftg. Depth L-R<'Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth C- �9, Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Sternwalls, Main; Steel-Blockouts-Wrapped 6. Sternwalls, Garage; Steel-Blockouts-Wrapped 6a. >-W",Owns and Special Anchors (-),-tq 9-15ab; Steel -Wrapped j8. Pier��Iace Ftg.-Steel Fall -Fitting -Test -2 Way C/0 -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clea rance- Mate ria I -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation I Date /0-18-q,�C-arcl B-1 P Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK exceot #'s 1 fi-W ate r .: V ht -Access -Combustion Air -Baffle pe� fest & Anchor-Naii Protection 1k.-'6.W.V..; Tes�-Fittings & Anchor -Nail Protection Shower Pan: Test. First Floor -Tub Acce ss -2Q-.-Test Tub & Shower, Second Floor -Tub Access 2L.-G'a—sPipe: Size & Anchors i- ---- - — ---------- ---- - aC rd B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except 4's 'e -Fixture & Transformer Clearance -Ins. Protection Elec ',e�tac es ciri�--C,;t�s i witc e at oor s -Stapled . ................ �oxL_"o. of Conductors ------- — - -- - -------------------- — ------------ .16&.�Romex Installed Close to Edge of Stu'ds & C.J. - — -------------------------- -- - --- - -------- ws?f� �-r- ---- -2'6.- Equip. Ground made up w /MeCh-.-.Fastne rs- Bond ------------------ J.Z�pliance Circuts in Kitchen & Conductor Size/GFI - ---------- �7� ----------- io/ ------------ ,--ZLAubfeed Wire i �ga. Cu o'r AI-A.C. Wire Size ga. ------------------ ----------- Al. U-'Ka-nge Circ. or 1-6,en Circ. Insulated Neutral es 0 No ---------------- ------------ %-IQ.-bervice-Riser.-Co-nductors &-Gro-und-M-ain- Disconnect ------------- Clearances Pane Is-Motors-Mech. Equip. ---- - - --- --- - - - - - - - - ;7 ---- -- - - - - - - - ------ --- - - - --- - - - - - - - - - - - - - ------- ---F�-jQJ,&Wes -Closet- Light -Shower -Light -Spa -Light ---------------- 3U,9�o e Detector - — --------- I --------------------- - - -- --------- -------------- Date 14 -6arj-6:1& Date Card B:l -Z6 4 ---- - — -------- X ----- - -- ------ Date Card B-1 Date -Card B- 1 Date MECHANICAL (Permit) OK except #'s L -<C-. Ducts Insulation & Support ------------- ----------------- 7 ----------------------------------- �6�- �e�n I �naust above insulation - - - - - - - - - - - - - - . . . . . . . . . . . . ......................... ........... �1 --- - �nl'sate ain & Overflow: Size & Grade ------------ - ------------ -------------------------------- ------- -- 3i. Comb. Air -Return Air Vent -1 1 5 outlet ............ - Acc-ess ----------------------------- -------------- 3411 -tt i c - Access & Platfo - rm - if - Furnance in - Att - ic ----------------------- ------------------------------------- -------------------- ------ I Card B-1 ..... ......... Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'S 3es-iis. Proper material & Anchors - -- -- ---------------------- - --------------------------- iling. Spacing & Bracing -Plates- Sound .................................................... rig, , I _Ve< _ W 11 ver Girders & Floor Nailing _�ari o ------------------ raf] S Walls (rat proof) ---------- ...... __�?p . ............... - - -------------------------------- ------------- 4 -11 -re -Stops: Furred Ceilings -Stairs -Chases -Tub - -------- 4f._0&&dV-rs & Beam -Size & Bearing hingle & Duplex) Date _fBAMING (Continued) . Hangers -Post Caps -Anchors -Connect 46. Clng. Joist-Rftr. ties-Purlin-roof Brf--Tr��Shthng.-Rfng. 0,-Fi-repiace Ties or Type A Flue-Fireplai-e-Throat clearance ----48. Atti��cess: Size & Romex Protection -Draft Stop -Ins. Baffles 4&1,,Krm. windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing 1k07-17ATV7A4--4'WJ =54 -Property Line Firewall & Openings 52. Ext. Doors -One X -Check Garage -3rd Story, 2 Exits --69--Stairs; Width -Head room -Rise-Run-Landing-Fi re Protection vvq�ocl on Roof Overhang -Attic Vents -Rafter Outriggers 55.. ing-Nailing Veneer S ucco Mesh -Drip Screed -Fd. Vents-Underfir. Access 57 --4tl'-7ino Area-(' ';;ss Protection-Skvliahts-Plastic ir Walls: Nailing -Bolts lation-Walls-Ceilings ration-Walls-Winclows, --------- - -67at-e- Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FIN API(Plans) OK except 4's W 1 Ext. Steps -Door & Sidelight Protect ion- Landings Smoke Detector ------------- �/Turnace. Vents -Clearance -Comb. Air -Connector - n -Gara� e: Above Floor-Ducts-Mech. Protection Z4.� �room Exiting ------------- �/� e 6 -Spa ------------ -A,Baih Fixtures & Tub Access O/A'5-Z!�'m & Subpanel: Breaker Sizes & Labels fl. 2fairs & Rails ------------ 1/`r-------- ------- pffepj�S2_2�_�love: Clea,ances-Hearth ff �I?,�._qutlets at Wood Panel: Int. & Ext. ------ --- - - -- 40yKy._F', 1. & p lTn ; G d. -Air Gap -Cooking Clearance Vec. Outlets & Receptacles at Kit. Counter Garage Fire Door: Swing -Landing -Closer______- -- 73. �-�'Duct in Garage -Damper -- ---- ------- tr. Htr.: Vents -C learance-Comb. Air-Connector-P.R.V. In arage: Above Floor-Mech. Protection lb.. Elec. & Mech. Equip. Listed for Location -- ------------- lec, Receptacles in Garage: (G.F.I.)-Romex Protection ------- 7-. -su lation - Foa m- Looked in Attic 0 Yes Guard Rails & Deck Construction -Post Caps �6. Vents & Crawl Hole Door -Drainage & Wood-Eart ___/_Clearance Looke(I�j�!qf�jor 0 Yes Following instid.: Drive 6 Yes 0 No: Walks -6 Yes 0 No: APlanters 0 Yes C3 No ---------- X ----- - --------- -' jSt46co: Brown -Finish Y C. Unit: Disconnect. Electrical, Plumbing Above Roof: Plbg.-Appliance-Fireplace.-Clearance to inas Well: Disconnect, Electrical, Plumbing -rior-Elec.-Tri-m; G.F.I. Receptacle-Unde rg round ntilation Throughout House ------------- -- ------ n;�6 �a s Glass.Protection ---- ------------------------ 88. C from Previous Inspections at e r --------- 8 -- -s-Test-Meters-Tagged: Gas -Electric 0. ater & Sewer Connected -C/O to Grade -HD Approval - -------------- - ----- ------- E rg ' nergy Compliance Certificate -Other Certificates -------------------- — ----- -- -------------------- D-a-t --�arcl B:l Date Card B-1 -Date- -------- Card -B- 1 ------------Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE' BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is ccimpleted. If you have any questions pertaining to this matter,,or need additional explanation, ,a cc P ntact this office immediately. Lc)o o s c> w izo x -Al-Tlr 4edii-q . I - 0 (.) I ()tL / " 0AAJ-Qz- A4-ZOLWIJ 1e()rk4 AT g�x� 4 4 �J-0-r ef-02-01Me-, Date Inspector REV 10/92 E.H. USE ONLY Plot Plan Aftaclml Floor Plan AMcW Sent to B.D. Cat TO: Building Department kA FROM: Environmental Health SUBJECT: Sanitation Clearance beo - —+pt�r-f Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for bedroom mobile home. Other Hold final -for: Final clearance O.K. for: NOTE: OQL Health Specialist 8/92 Date New Foster P1 LOCATION R N E R G 'y —R —T —1 F I C A —Tj 0 N Chim, Ca. i '� DESCRIPTION OF INSULATION Mwurr Material Thickmas(inc as) KXITRRIOR WALL Material FIBERGLASS BATTS ThieMaaa (inches)- 311, CEILING Batt or Blanket TypeFIBERGLASS BATTS Thickness (incites) 1211 Loose Fill Type FIBERGLASS Minim= Thickneal (Incites) 16" Ara& covered(ft. 1400 FLOOR. KJUATED Mateftal ThLakness(L.nabes) F LOOR, 3 1" Material Thickness (inches) Width(iaeh*s) FOUNDATION WALL Material Thickness(inches) A. P. No. Brand Name Thennal Resistance (R Value) Brand Name SCHULLER INT. Thermal Resistanc.e(R Value) R15 Brand Name___. SCHUI I Fg TNT_ Thermal Resistance(R Valuo)—R38 Brand Name SCHULLER INT. Number of Bags 42 Wt. per bag 27 lb. Thermal Resistance(R V&Lue)_R38 — Brand Name Therntal Resistance(R Value) Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) I hereby certify that the above insuhition was installed in the above building Ln CODfOUNWILAce with the State of California Enerty Requtrements. TION Co.. INC ]FAM MAW SIGH&TOU OF INST PLICKFOR -- 499150 iTATE CON'rRACTOR'S LICENSE NO. December 21, 1995 DATE I hereby certify the above insulation and all required items as shown on the Building Department approved plans and attachments have been Installed as required by the State of California Energy Requirements. All equipment. devices and materials are of the quality prescribed or are sPecifically approved by the State of CaliforniA Tok n P, L Lcci e,. n o FIRM M&MK/0WwjzR (Please print) W."Tuius (w a M-KRAL C 11111 '111.1111, 11 113111 , I I STATE coNTRACTOR'S LICENSE No. DATE THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTWNT MoR To F,mAL INSP&C-TIOU APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING. January 1984 LONGFELLow LuMBER CO. INC, • Quality Truss� Design • Roof & Floor Systems 89 Loren Avenue Chico, CA 95928-7434 f (916) 893-0112 0 FAX (916) 893-0140 WH I I I I I I I I I I I I I I 11.1 C001A Customer: L cl-�� N3 0 job No:. Address: AP#: j Alpine Engineered Products, Inc. Christian Chappel 8351 Rovana Circle Sacramento, CA 95828-2522 (916) 387-0116 Timber Products Inspection, Inc. P.O. Box 20455 Portland, OR 97220 (503) 254-0204 job: 1R1vAE--wALx-rN CUSTOMER JOHN LUCrANO) / T14 45'6 TSC TOP CHORD 2x4 FL 01 SOT CHORD 2x4 FL 01 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. (U) 10 PSF BC LL CHECKED PER UBC CRITERIA. SHIM ALL SUPPORTS saLID To BEARING. (M) THIS TRUSS TS DESrGNED FOR AMMONAL LOAD FROM 2500 A/C UNIT SLPMRTED OVER 3 TRUSSES, AND LOCAIM *(ERE SHM. 3X6 (k —W3 17-6-0 2-0-0 F-1 630 THLS ONO. PREPARED FRUM COMPUTER INPUT (LUAUS & DIMENSIONS) SUBMITTED UY TRUSS WR (A) IX4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) Od NAILS. BRACING JO MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A h' SUITABLE SUPPORT 8Y ERECTION CONTRACTOR. ru 4 CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE to REQUIREMENTS OF I.C.8,0. RESEARCH REPORT 02949. UII w CONTRACTORS WARNING* ru THIS TRUSS IS DESIGNED TO BEAR ANO/OA SUPPORT ADDITIONAL LOADS LM AT SPECIFIC LOCATIONS. PARTICULAR CARE 15 ADVISED DURING 0 INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. 6. cn 1- 22-9-0 r— 1 20-9-0 ED 15-3-8 13-11118 14-3-0 R-730 W-3'8 C= CM C=� C=3 C= CM EZI C= C-3 '31 LPINE C=p TRUSS r= C= I= C= = C= tm 43'6" — OVER 3 SUPPORTS R-2080# W -3"S **1MP0RTANT**A'pI"E ""Er"D ""' I= WARNING= nEcu]qE,D(mw_ CAM spALL Mg & AEV=18LE F04 Avv 111.113). IIECTUR " DEVIATMJ FFtDV THII DESt6u DAMIT GRAC114. SEE HIS -15 61 FPI. SEE IBIS EESIGN MUM TO WILD 'IRS IN49 I IF cWAV*WU Vol Tit C5166 BY TP L TOO AWITIMUL SPKJAL Pff-MlIfIll 644w ILLpyZ MI&jEcTers AgE nAM Ur 2orA oxxv. SIE!L WEI I in 4STH SIMMMIS. W&e% GTHERIFISC lw3cAfEjx WS CA b GMEPT AS IVIED. OPLY CMUTCRS III [),CH rACE ar CIMAD 501.1. BE L&IECALLY Mgrb NLIII Of 111135 uc tMESS 01seurtsir lcc&IFD 01 IBIS Ors IrIA P1151"CH It AIIACIXID VLIKMO SPIA111300. WITCH WORE1045 PER WAVIOGS M, 150 9 MD44. GES. SMOMS 0 t III nWEPLI 4%fAcpa PIGIO CFII.tflr — SEC =17OW WAPPLIMSEX PF1013SX0119 GF IDS C 10. LIJ 8131IM'S &LP19C rEE*IIM tMAI6 rrillaq roR w4pra SEA L M1 IMIS DPMnW 0FL3 tS to TW COMCMAT CErIC fED I1M DAIVALL AWLICAlleA. I'MOS" A copt of MIS III 'T&Y. A-0 SKZLL WT BE PELtEG WWI III Of GMER Nki- =191 to 4w TAUSS Ereclim COMIRACI(p. 5X4 11-3 48 R-670# W-3"8 I &w W. TC LL 16.0 PSF TC DL 10.0 PSF Nib. IC143M 5 BC OL 5.0 PSF SC LL (u) D.0 PSF TOT.LD. 31.0 PSF civil OUR.FAC. 1.25 a 1DRW CAUSR427 953259161 Z 0 ictr JR16SUE—WALK-IN CUSTCHER JOHN LUCIANO) / TIS 45-6 TSC TOP CHORD 2x4 FL 411 SOT CHORD 2x4 FL #1 WEBS 2x4 FL Standard CONNECTOR PLATE$ DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. (U) 10 PSF BC LL CHECKED PER UBC CRITERIA. SHIM ALL SUPPORTS SOLIO TO GEARING. (m) -nGS TRUSS IS OESIGNED FOR ADDITIONAL LOAD FROM 250# A/C UNIT SUPPORTED OVER 3 7RUSSES, AND LOCATED WHME Sli(kM- 3X6 (A -=3 :2-0-0 17-6-0 THIS UNG. PMPARED FHUM UU14PUTF-H EMWI MUMS Fo LIM1451UNb) 5LIUM1111W BY TRUSS KFR r) (A) IX4 93 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO (a BE EQUALLY SPACED. ATTACH WITH (2) Ed NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE UP REGUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. CONTRACTORS WARNIW. THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS (n AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISEO DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. i 22-9-0 20-5-6 1_9 15-3-8 13-11-8 13-10-0 R-91# W -3"S c= an I= I= = c= C=3 =1 C= cm C= C= C= C= LPI TRUSS cm r� =3 C= X4 11960 - D'6 __l 43'2"8 — a OVER 3 SUPPORTS R-20450 N-3`8 R-669# W-3" **IMPORTANT KNALP" Emmm" PAmucTs' I` SKIAL Not BE mspoisgau Ton Ant CEYIATION FPW TiRIS VESIG% OR IMEW SPECIFKATtOM. CA Aill r&[LU:* to WILD THE TRVS5 IN COWOMWIDE d] IN 09100 OF TV I ALPINE CrA.VQCj3qq Apt KWE OF 206A MV. STEEL NEXT IW ASTH "4s all, , exev, &s ixnw. APPLi ccomm" to Etca rm DF TAM AM LAALISS atIREPAIll LOCATED ON T43S MICA POSIT101- CWWCTQ% PEA GRARMS 130. 150 % L60A-F. BES344 SPUMOUS terFORK Itfitpp—ICABLE PMQ I SIMS OF AM A, TPI . Aff 01011W'S UALL E" INn ORAIllbr, APPLIES TO THE COMPO"Iff O"ICTED IMPE M (YILV. AM IMALL IM BE FRIED LFON 01 AM OTME9t VAI. WARNING,""s"'FE"' ' xzyr2w. c'w rr 11 NUMLIFIG. VIECTIOn AM BRUITS. SEE 14111-91 BY 9PI. SES THIS OZSKE44 Fo:l Atuirtaic- SPEGM PERVAWEM BPJLGI?ic VE OVIrENEWS. 011LESS, OREMISE I.q0:CAIjEp0 I C1100D %kL aE L&TIPALLIF SPUED I IF* U ATIAVIED �Lmw Swmtw� BoTlad 'AITH PADVER I ATIACM PISIO, CULlin -- SEE AtOLNE TECHNICAL LIPOVE w/vou rom wma 99(9&-.L ArFLJCAl[O%. FLRIISH A UPI OF (MS, GESIGN to fit' TVAM EFWTIC" CIMTRWM W. TC LL 16.0 PSF AEF TC, OL 10.0 PSF DATE DAW ec DL 5.0 PSF CA -E SC LL (U) 0.0 PSF TOT. LO. 31.0 PSF JOUR.FAC. 1.25 - I 0 _0 117 0 COUNTY OF BUTrE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMI NO. APPLICATI ONA ND PERMIT ASSESSOR PARCEL NUMBER 040-040-069 ZONING BUILDINGPERMIT 77 OWNER JOHN P. LUCIANO TELEPHONE 343-5257 SO. FT. OCC. BUILDING VALUATION 2411 R3 130,194 OWNER'S MAILING ADDRESS 1475 HAWTHORNE AVE 504 M1 9,072 CONTRACTOR'S NAME OWNEIR TELEPHONE 523 C 6,799 CONTRACTORS MAILING ADDRESS Fireplace 1 1,500 CONSTRUCTION LENDER OWN Total Valuation 1$ 147,565 Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ 807.50 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 924,88 Energy Plan Checking Fee $ 23.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDINGADDRESS NEW FOSTER PLACE PERMITIFEE $ 1.375.38 PLUMBINGPERMIT Filing Fee 20.00 Each Trap L61 7.00 L12.00 LOT NO. 4_�fl fflMrME PARCEL MAP Solar or heat pump water heater 23.00 USEOFSTRUCTURE SF F Duplex 0 Mobilehome 0 Other SPECIFY Water piping 1 15.00 15.00 Each gas water heater or vent 1 15.00 15.00 Gas piping system 1 - 5 outlets 1 15.00 15.00 Building sewer 15.00 15.00 TYPE OF WORK New,P Addition 0 Remodel 0 Utilities 0 Installation 0 Other 0 Describe Work: _ NEW SF 4 BDT,�Fj, Mobile Home I S I GI W 920.00 PERMITFEE 192.00 Contractor ELECTRICAL PERMIT Filina Fee 20.*00 a OV OR LESS Main Service 2000A OR LESS 23.00 23.00 Main Service 200A TO 1000A 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: 0 1, 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. X1. as owner of the property, am exclusively contracting with licensed contractors to construct the project. 0 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUR OR AODNS. a _ACC. BLDS. so. 3.50 FT. LQ2. 00 NEW CONST. MULTI -OUTLET NON-RESID. BRANCH CIRCUITS 97.50 ,POWER APPARATUS SINGLE.OLTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES 20 @ 1.00 BAL 0 .50 Ex. Occup. FIXED APPLNS. OR ( OUTLETS (RESID.) EA Temporary Service 123.00 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITIFEE 168.00 Contractor WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: 0 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. 0 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating 1 15.00 15.00 Cooling 1 15.00 15.00 Hood 1 6.50 6.50 Ventilation 4.50 9.00 PERMITFEE $ 65.50 Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation Z* of one hundred dollars ($100) or less.) 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith C91QPly with those provisions. x Date SigbAure of Applicant - 1wowner 0 Contractor 0 Agent An OSHA permit is required for excavations over 50" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee Energy Inspection Fee 46.00. occ R -4 C11ST. TYPE VN TOTAL FEE $ L.-846.88 I HAZ. D. FEE. This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have B PERMITE#IRE� �61N__J��7/,qx applicable provisions Resolutions to do work been paid. Date A-_1 ReceiptNo. -W, I .1 Y-)MSESSOR _PINK-INSPECTOF 3PLDE-N`R_0D-APP1!ICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELO PMENTSERVICES - BUILDING DIVISION I j � ig-o-V 0�. 7COUNTYCENTER DRIVE - OROVILLE,CAWFORNiA95965 -TELEPHONE (916)538-7541 PERMIT APPLICATION DATA SHEET OWNER C ), AL4� �14jv_� A. P. No.ocio-ogo-n(A Proposed Building Use 44(2" Building Inspector gt&z,�n Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted . ........................................ 2. Plot plans, 3/4 sets, signed by preparer of plans. 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . .......... 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior-to-plap-check) . .... 9. Mobilehome data and marLufacturer's ins str S s- . .. ...... 0 e V P_ &- �.Iloi ... 'nstr. bit -40. Fees of "206��[Ckwq.c, . . . . . . . . 11. Impact fees as shown on attached schedule. VQ_ LV California Department of Forestry plan approval/fees .......... % 13. lood elevation letter (100 year flood) Ipy California Engineer ft 14. Sanitation and plot plan approvaICjkiktN Health De�'PA'Knent', 15. City of Chico plumbing permit . ..................... ............. 16. Plot plan and business license approval from City of Bigg§/Gridley. 17. Planning approval for (A) Use: (B) Parking: 4-18. Contact Land Development about (A) Improvements (B) Drainage ........ Ole -19. Driveway permit (construction approval required prior to occupancy,). .... . . . P;1�4nVecu.n q. 20. Pre -inspection for required. . - t. Building Inspect.?m Date) 21. Contractor's license information. (No., Name Style, Clagsificati6n) . .............. LAW22. Certificate of Workmans Compensation Insurance . ............................. - Owner -Builder Verification (Given to owner _)(L�/Mail t6 owner ............ 24. Redorded copy of Agricultural Acknowledgement Statement .................... 25,i. Letter of signature authorization . ......................................... ------- �26 Copy of recorded deed of parcel creation and 60 right of wayto a public road . ..... of intent on building use . .................... ......... 7 27. Letter 28. Mobilehome utility clearance . ............................................. 29. Documentation of legal access . ....................... ; .................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 'Al Existing violations/expired permits . ...................................... z�, ip. Wan check list. ...... ..... . ........ 34. OUA4,1, S,1,� When you issue the permit, process as follows: Malk-66w . ne . r., Maillo contractor. Telephone- .�q3-5a.5'7 and holdfor pickup'at, Ci4 I office. -Deliverwith inspector. QtWeff reation Acreage Copy of Haz-Mat form sent Health Dept. Copy of plans sent Health Dept. _ Fire The following data must be submitted prior to 1. Index permit for above items No. 2. Additional items required: L4 U a,, o Date9-//-9�- Fire Dept. . Air Pollution Date it. ,- Other Date By pbove). Contractor, designer, owner, was advised of above required data by _ phone - mail Counter by _ Date Contractor, designer, owner, was advised of above required data by - phone _ mail Counter by _ Date Plans checked by cpl;�� <2:17- Date Plans approved by Date Sets of plans on hold in File cabinet AP folder L Copy - Department of Public Works Wfflaffl, F.H. USE ONLY 'M Hot Pkm Atuclwd -5 %A Fl� ... r H:m Attadwd Y.Cf :5 t, /6-- 5;S' G4,? TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance aaa Ir. A iq 0 Owner Location AP# Plan -Approved for: Sewage Disposal vl_� Water Supply: PUblic Private Well C learance for a bedroom AkA home. Other Final clearance O.K. for: NOTE: A 0 0 Environme I Health �Specialist h Date 8/92 TO: Building Department FROM: Encroachment Permit Section RE: Driveway Clearance owner location AP # Driveway permit &1,1we )OsipaA ture has been issued for the above property. date BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Forryf Per BiAlding) School District Building Department No. A.P.N6mber 0(40-040-(%q Jurisdiction: City FS� County Prop6ify Owner Property Locatic Subdivison Lot No. Residential Development No. of Living IVIHI 11 ,Units-. Commercial/Industrial Building Department Representative Addition Sq. Footage (Group *� R) �1 Sq. Footage New Addition (Floor Plans reviewed by School District Personnel) Date( District Identification No. 0,AJ,4A School District certifies that (Applicant) (Street Address) A (Phone (Including Exterior Roofed Areas) 3-51? (City) (State) (Zip Code) has complied with the requirements of Resolution No. bypaymentof$ IN&. 9�? representing square feet. School District Represe PaidbyCheck# Remarks: Bank Number Paid by Cash AB 2926 $ FULL MITIGATION $ Date If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) I feeform.wkl (1 1/94)dmm V . Return to: AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT .,-�-�Bding Division FOR RESIDENTIAL DEVELOPMENT Section 26-8.1 of the Butte County Code req*�s this acknowledgement be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included 71" within an area zoned for agricultural purposes, and residents ----9�5-347PI of this property may be subject to inconveniences or !7-C'7- ot discomfort arising from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and OCT 2 1995 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 zones which have as a priority use for productive 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: SEE ATrACHED LEGU DESCRII>TION. Date: July 13, 1995 PROPERTY OWNERS: John Lucian6 State of Califorrua-, County of '�t"77-L On 16-1 1�tj 5—before me, pe�sonafly appeared personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. JU UE I.. H U 1. 1.- E y 6?: 9 t.rr atur L U Sign e . -(- Seal: �h '12' '.�?9S A.P. # Ptn. 040-040-003 ORDER NO. BU -148496 BG DESCRIPTION ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: PARCEL 1: LOT 4, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CHAMBERS SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MAY 3, 1994, IN BOOK 130 OF MAPS, AT PAGE(S) 94 THRU 96. RESERVING THEREFROM AN EASEMENT FOR INGRESS AND EGRESS AS SHOWN.ON SAID MAP. THIS DEED IS MADE AND ACCEPTED UPON THE COVENANTS, CONDITIONS AND RESTRICTIONS AS SET FORTH IN THAT CERTAIN DECLARATION OF RESTRICTIONS RECORDED MAY 12, 1994, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 94-20505 AND AMENDMENT RECORDED OCTOBER 9, 1995, UNDER BUTTE -COUNTY RECORDER'S SERIAL NO. §5-34543, BUTTE COUNTY, CALIFOR�NIA; ALL OF WHICH ARE INCORPORATED HEREIN BY REFERENCE THERETO WITH THE SAME FORCE AND EFFECT AS THOUGH FULLY SET FORTH HEREIN AT LENGTH AND GRANTEES BY ACCEPTANCE OF THIS DEED APPROVE, ADOPT, RATIFY AND AGREE TO THE TERMS OF SAID DECL-.A.RATION. PARCEL II: AN EASEMENT FOR INGRESS AND EGRESS OVER LOTS 1 THRU 3 AND 5 THRU 9, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CHAMBERS SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MAY 3, 1994, IN BOOK 130 OF MAPS, AT PAGE(S) 94 TkRU 96. PARCEL III: AN EASEMENT FOR ACCESS TO MAINTENANCE AND CARE OF AND TESTING OF FIRE PROTECTION FACILITIES AND PUBLIC UTILITIES OVER THE FOLLOWING DESCRIBED PARCEL OF LAND: A PORTION OF LOT 2 OF THE REVISED MAP OF THE SECOND SUBDIVISION OF THE J. F. ENTLER RAINICH, ACCORDI14G TO THAT CERTAIN MAP THEREOF, WHICH WAS RECORDED III THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, FEBRUARY 15, 1915, IN BOOK 3 OF MAPS, AT PAGE(S) 2, BUTTE COUNTY RECORDS, MORE PARTICUL-A-RLY DESCRIBED AS FOLLOWS: COM14EN'CING AT THE MOST NORTHERLY CORNER OF SAID LOT 2, SAID POINT OF COI-11-IENCEMENT BEI14G ON THE NORTHWESTERLY LINE OF SPEEDWAY LANE; THE14CE SOUTH 28 DEG. 101 0011 EIST ALONG THE NORTHEASTERLY LINE OF SAID LOT 2, A DISTANCE OF 50.2-1 FEET TO A POINT ON THE C 0 1 4T I NU J':,' D ORDER NO. BU -148496 BG PARCEL III: CONTINUED SOUTHEASTERLY LINE OF SPEEDNAY LANTE AND THE TRUE POINT OF BEGINNING; THENCE CONTIN`UIlqG ALONG SAID NORTHEASTERLY LINE OF SAID LOT 2, SOUTH 28 DEG. 10' 00" EAST, A DISTANCE OF 176.14 FEET TO THE SOUTHWEST CORNER OF LOT 9 OF CHAMBERS SUBDIVISION AS SHOWN ON THE MAP THEREOF, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, IN BOOK 130 OF MAPS, AT PAGE(S) 94 THRU 96, BUTTE COUNTY RECORDS; THENCE LEAVING SAID NORTHEASTERLY 'LINE OF SAID LOT 2, SOUTH 61 DEG. 501 0011 WEST, A DISTANCE OF 7.50 FEET; THENCE NORTH 28 DEG. 10-* 0011 WEST AND PARALLEL TO SAID NORTHEASTERLY LINE OF SAID LOT 2, A DISTANCE OF 73.12 FEET; THENCE NORTH 44 DEG. 511 5711 WEST, A DISTANCE OF 26.10 FEET; THENCE NORTH 28 DEG. 101 0011 WEST AND PARALLEL TO SAID NORTHEASTERLY LINE OF SAID LOT 2, A DISTANCE OF 79.46 FEET TO A POINT. ON SAID SOUTHEASTERLY LINE OF SPEEDWAY LANE; THENCE ALONG SAID SOUTHEASTERLY LINE OF SPEEDWAY LANE, NORTH 67 DEG. 191 0011 EAST, A DISTANCE OF 15.07 FEET TO THE POINT OF BEGINNING. PARCEL IV: AN EASEMENT FOR ACCESS TO MAINTENANCE AND CARE OF AND TESTING OF FIRE PROTECTION FACILITIES AND PUBLIC UTILITIES, OVER THE FOLLOWING DESCRIBED PARCEL OF LAND: COMMENCING AT THE MOST WESTERLY CORNER OF LOT 9 OF CHAMBERS SUBDIVISION AS SHOWN ON THAT MAP THEREOF RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, IN -BOOK 130 OF MAPS, AT PAGE(S) 94 THRU 96, BUTTE COUNTY RECORDS, SAID POINT OF COMMENCEMENT ALSO LYING ON THE SOUTHERLY RIGHT OF WAY LINE OF SPEEDWAY LANE; THENCE SOUTH 28 DEG. 101 00" EAST ALONG THE SOUTHWESTERLY LINE OF SAID LOT 9, A DISTANCE OF 73.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE LEAVING SAID SOUTHWESTERLY LINE OF SAID LOT 9, SOUTH 44 DEG. 51' 57" EAST, A DISTANCE OF 26.10 FEET; THENCE SOUTH 28 DEG. - 10' 0011 EAST AND PARALLEL TO SAID SOUTHWESTERLY LINE, A DISTANCE OF 53.12 FEET; THENCE NORTH 61 DEG. 50' 00-1 EAST, A DISTANCE OF 12.50 FEET; THENCE SOUTH 28 DEG. 101 00-1 EAST, A DISTANCE OF 20.00 FEET TO A POINT ON THE SOUTHEASTERLY LINE OF SAID LOT 9; THENCE ALONG SAID SOUTHEASTERLY LINE OF SAID LOT 9, SOUTH 61 DEG. 50' 00" WEST, A DISTANCE OF 20.00 FEET TO THE IOST SOUTHERLY CORNER OF SAID LOT 9; THENCE NORTH 28 DEG. 10' 00" WEST ALONG THE SOUTHWESTERLY LINE OF SAID LOT 9, A DISTANCE OF 9a.12 FEET TO THE POI14T OF BEGINNING. PARCEL V: AN EASEMENT FOR ACCESS TO MAINTENA.NCE AND CA -RE OF AND TESTING OF FIRE PROTECTION FACILITIES AND PUBLIC UTILITIES OVER THE FOLLOWING DESCRIBED,PARCEL OF LAND: CONTINUED ORDER NO. BU -148496 BG PARCEL V: CONTINUED THE SOUTHEASTERLY 12.00 FEET OF LOT 9 OF THE CHAMBERS SUBDIVISION AS SHOWN ON THE MAP THEREOF, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, IN BOOK 130 OF MAPS, AT PAGE(S) 94 THRU 96, BUTTE COUNTY RECORDS. A Reco5rgd at the Request of Mid Valley Ti tie & Escrow Company 6-rder No. Escrow No. 148496BG Loan No. WHEN RECORDED MAIL TO: Mr. & Mrs. Jack W. Chambers 586 Entler Ave. Chico, CA 95928 Ptn. 040-040-003 :7 7,13'r 0 F OCT 12 1995 SPACE ABOVE THtS LINE FOR RECORDERS USE DEED OF TRUST WITH ASSIGNMENT OF RENTS (SHORT FORM) This DEED OF TRUST, made July 13, 1995 between JOHN P. LUCIANO, an unmarried..man herein called TRUSTOR. whose address Is 1475 Hawthorne Ave., Chico, CA 95926 MID VALLEY TITLE AND ESCROW COMPANY, a California corporation, herein called TRUSTEE, and JACK W. CHAMBERS and BEVERLY J. CHAMBERS, husband and wife as Joint Tenants , herein called BENEFICIARY, WITNESSETH: That Trustor grants to Trustee in Trust, with Power of Sale, that property in the County of ' Butte SEE ATTACHED LEGAL DESCRIPTi6N ... .......... I . ...... —y p., ray i a,..t the—In, It 1- di -11-1-1 �: la. thl. or -3 inwr.st thor.i. I., may waa witut It— vol—iturily or involu- :en— or wuy, -4 ,arily, jtl_.t tl,o %,, tl� -.-t .1 ti.. 1--ticlary being first h :ml obluintal, honeficiary w1jull ilavo silo riglit, at its option, to declare ny Indeliteduess or obligutioa- sectireal loorulay, IrreaapecLive of the ara�lurity date specified ju any note evidencing ille same, immedin,01 due and ouvabla. , State of California, described as: together with the rents, issues and profits thereof,. subject, however, to the right , power and authority hereinafter given to and conferred upon Beneficiary to collect and apply such rents, issues and profits for the purpose of securing (1) payment of the sum of $ 46,000.00 with interest thereon according to the terms of a promissory note or notes of even date herewith made by Trustor, payable.to order of Beneficiary, and extensions or renewals thereof, (2) the performance of each agreement of Trustor incorporated by reference or contained herein and (3) payment of additional sums and interest thereon which may hereafter be loaned. to Trustor, or his successors or assigns, when evidenced by a promissory note or notes reciting that they are secured by this Deed of Trust. (continued on next page) �,w No. 148496BG j with respect to the property above described, Trustor expressly makes fo protect the security of this Deed of Trust, anc d agrees 'to perf6rm and be bound by each and all of the terms and each and all of the agreements, and adopts an tugfly agreed that each and all of the terms and provisions set forth in provisions set forth in subdivision A, and it is MU subdivision B of the fictitious deed of trust recorded in Orange County August 17, 1964, and in all other counties August 18, 1964, in the book and at the page of Official Records in the office of the county recorder of the county where said property is located, noted below opposite the name of such county, namely: COUNTY BOOK PAGE COUNTY BOOK PAGE COUNTY AGE COUNTY BOOK PAGE Sierra 38 IST BOOK P Placer 1028 379 506 762 1298 556 King ass 713 Plumes IGO 1307 Slaklyou 1297 621 Alameda 437 110 3TTS 34T Solana Alpine 3 130-31 Lake 367 Riverside 2W7 427 Amador 133 438 LAssen 192 5039 124 Sonoma sum 1330 513 Los Angeles T-31876 874 Sacramento 300 405 slanislaut 1970 56 Modem 911 136 San B"ho ass 585 6213 768 sutler 193 Calaveras 195 338 1949 122 Son Bernardino 4S7 323 391 Marin A W4 596 Tehama colusa 1 Mallposa 90 453 Son Francisco 283 Trinity 108 596 Contra Costs 4684 Mendocino 667 99 San Joaquin 284" 37 Tulare 2530 108 101 549 753 San Luls Obispo 1311 1 Tuolumne ITY 160 Del Norle Merced 1660 AITTS 175 237 El Dorado 704 635 Modoc; 191 93 San MR160 Sol Ventura 2W F 4052 623 302 Santa Barbara 2065 Y010, 769 16 resno 409 76 Mono 69 Santa Ctars 66" 664 3" 693 Gwn:oldt Monterey 357 "9 leu W7 Yuba mum 1101 53 704 Santa Crux aw 633 imperial 1189 701 Napa 742 165 672 Nevada 363 94 Shasta SERIES 5 Book 19&4, page 140T74 Inyo 7192 Is San Diego Kern 3756 690 Orange ie property above described. Said agreements, terms I and Shall inure to and bind the parties hereto, with respect to tl ind printed on pages 3 and 4 hereof) are by the provisions contained in said subdivision A and B, (identical in all counties, c, as fully as if set forth to, incorporated herein and made a part of this Deed of Trust for all purposes i Within reference there bligation secured hereby, provided the charge at length herein, and Beneficiary may 6harge for a statement regarding the o therefor does not exceed the maximum allowed by law. of default and any notice of sale hereunder be mailed to him The undersigned Trustor, requests that a copy of any notice at his address hereinbefore set forth. STATE OF CALIFORV� )SS. COUNTY OF 'On lob, -j/ el, belore me, personally appeared personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) Islare subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(les). and that by his/her/their signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. ';;rSignal �e- Signature of Trustor 0 c)rFICIAL SEAL W JULIF L. SCHULKE ALIFORNtA I-JOTAn,/ P." LIC . C r.-oijijrV OF BUTTE t&j ConinlisElan L-xpireti Mareh 11. 1??5 to IIIII is II 1111111111111 11.1tifill Hill lilt is' lilt. 11131111tililliIii ORDER NO. BU -148496 BG DESCRIPTION ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: PARCEL 1: LOT 4, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CHAMBERS SUBDIVISION"t WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON.MAY 3, 1994, IN BOOK 130 OF MAPS, AT PAGE(S) 94 THRU 96. RESERVING THEREFROM AN EASEMENT FOR INGRESS AND EGRESS AS SHOWN ON SAID MAP. THIS DEED IS MADE AND ACCEPTED UPON THE COVENANTS, CONDITIONS AND RESTRICTIONS AS SET FORTH IN THAT CERTAIN DECLARATION OF RESTRICTIONS RECORDED MAY 12, 1994, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 94-20505 AND AMENDMENT RECORDED OCTOBER 9, 1995, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 95-34543, BUTTE COUNTY, CALIFOR�NIA; ALL OF WHICH ARE INCORPORATED HEREIN BY REFERENCE THERETO WITH THE SAME FORCE AND EFFECT AS THOUGH FULLY SET FORTH' HEREIN AT LENGTH AND GRANTEES BY ACCEPTANCE OF THIS DEED APPROVE, ADOPT, RATIFY AND AGREE TO THE TERMS OF SAID DECLARATION. PARCEL II: AN EASEMENT FOR INGRESS AND EGRESS OVER LOTS 1 THRU 3 AND 5 THRU 9, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CHAMBERS SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MAY 3, 1994, IN BOOK 130 OF MAPS, AT PAGE(S) 94 THRU 96. PARCEL III! AN EASEMENT FOR ACCESS TO MAINTENANCE AND CARE OF AND TESTING OF FIRE PROTECTION FACILITIES AND PUBLIC UTILITIES OVER THE FOLLOWING DESCRIBED PARCEL OF LAND: A PORTION OF LOT 2 OF THE REVISED MAP OF THE SECOND SUBDIVISION OF THE J. F. ENTLER RANCH, ACCORDING TO THAT CERTAIN MAP THEREOF, WHICH WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, FEBRUARY 15, 1915, IN BOOK 8 OF MAPS, AT PAGE(S) 2, BUTTE COUNTY RECORDS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE MOST NORTHERLY CORNER OF SAID LOT 2, SAID POINT OF COMMENCEMENT BEING ON THE NORTHWESTERLY LINE OF SPEEDWAY LANE; THENCE SOUTH.28 DEG. loll 0011 EAST ALONG THE NORTHEASTERLY LINE OF SAID LOT 2, A DISTANCE OF 50.23 FEET TO A POINT ON THE CONTINUED ORDER NO. BU -148496 BG PARCEL III: CONTINUED SOUTHEASTERLY LINE OF SPEEDWAY LANE AND THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID NORTHEASTERLY LINE OF SAID LOT 2, SOUTH 28 DEG. 101 0011 EAST, A DISTANCE OF 176.14 FEET TO THE SOUTHWEST CORNER OF LOT 9 OF CHAMBERS SUBDIVISION AS SHOWN ON THE MAP THEREOF, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, IN BOOK 130 OF MAPS, AT PAGE(S) 94 THRU 96, BUTTE COUNTY RECORDS; THENCE LEAVING SAID NORTHEASTERLY LINE OF SAID LOT 2, SOUTH 61 DEG. 501 001- WEST, A DISTANCE OF 7.50 FEET; THENCE NORTH 28 DEG. 101 0011 WEST AND PARALLEL To SAID NORTHEASTERLY LINE OF SAID LOT 2, A DISTANCE OF 73.12 FEET; THENCE NORTH 44 DEG. 511 5711 WEST, A DISTANCE OF 26.10 FEET; THENCE NORTH 28 DEG. 10, 0011 WEST AND PARALLEL TO SAID NORTHEASTERLY LINE OF SAID LOT 2, A DISTANCE OF 79.46 FEET TO A POINT ON SAID SOUTHEASTERLY LINE OF SPEEDWAY LANE; THENCE ALONG SAID SOUTHEASTERLY LINE OF SPEEDWAY LANE, NORTH 67 DEG. 191 0011 EAST, A DISTANCE OF 15.07 FEET TO THE POINT OF BEGINNING. PARCEL IV: AN EASEMENT FOR ACCESS TO MAINTENANCE AND CARE OF AND TESTING OF FIRE PROTECTION FACILITIES AND PUBLIC UTILITIES, OVER THE FOLLOWING DESCRIBED PARCEL OF LAND: COMMENCING AT THE MOST WESTERLY CORNER OF LOT 9 OF CHAMBERS SUBDIVISION AS SHOWN ON THAT MAP THEREOF RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, IN BOOK 130 OF MAPS, AT PAGE(S) 94 THRU 96, BUTTE COUNTY RECORDS, SAID POINT OF COMMENCEMENT ALSO LYING ON THE SOUTHERLY RIGHT OF WAY LINE OF SPEEDWAY LANE; THENCE SOUTH 28 DEG. 101 0011 EAST ALONG THE SOUTHWESTERLY LINE OF SAID LOT 9, A DISTANCE OF 73.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE LEAVING SAID SOUTHWESTERLY LINE OF SAID LOT 9, SOUTH 44 DEG. 511 57" EAST, A DISTANCE OF 26.10 FEET; THENCE SOUTH 28 DEG. -.10' 0011 EAST AND PARALLEL TO SAID SOUTHWESTERLY LINE, A DISTANCE OF 53.12 FEET; THENCE NORTH 61 DEG. 50' 0011 EAST, A DISTANCE OF 12.50 FEET; THENCE SOUTH 28 DEG. 10,* 00-- EAST, A DISTANCE OF 20-00 FEET TO A POINT ON THE SOUTHEASTERLY LINE OF SAID LOT 9; THENCE ALONG SAID SOUTHEASTERLY LINE OF SAID LOT 9, SOUTH 61 DEG. 50' 001- WEST, A DISTANCE OF 20-00 FEET TO THE MOST SOUTHERLY CORNER OF SAID LOT 9; THENCE NORTH 28 DEG. 10' 00 " WEST ALONG THE SOUTHWESTERLY LINE OF SAID LOT 9, A DISTANCE OF 98.12 FEET TO THE POINT OF BEGINNING. PARCEL V: AN EASEMENT FOR ACCESS TO MAINTENANCE AND CARE OF AND TESTING OF FIRE PROTECTION FACILITIES AND PUBLIC UTILITIES OVER THE FOLLOWING DESCRIBED PARCEL OF LAND: CONTINUED ORDER NO. BU -148496 BG PARCEL V: CONTINUED THE SOUTHEASTERLY 12.00 FEET OF LOT 9 OF THE CHAMBERS SUBDIVISION AS SHOWN ON THE MAP THEREOF, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, IN BOOK 130 OF MAPS, AT PAGE(S) 94 THRU 96, BUTTE COUNTY RECORDS. BUTTE COUNTY PARKS DEVELOPMENT FEE CERTIFICATION FORM CHICO AREA RECREATION AND PARK DISTRICT Assessor Parcel Number(s) Property Owner Project Locati Subdivision QJkDJYK,4_t Lot Number(s) 44 Residential Development" (check'one) I New Development Alteration/Addition Mobilehome(s) Non -Residential to Residential Total Number of Dwelling Units Comment: Building Department Representative )Date �hico Area Recreation and Park District(CARD) certifies that (Applicant Name) (Phone Number) �u 'A 11"ni 105 HO Ple U le (Street Address) Ch 1co (City) (State) (Zip Code) has complied with the 'requirements of Butte Co.'Resolution No. 90-.140 by dwell payment for_ ing units @. $1,189 for total payment of Iffl, 60 VAL ?-.q,5- CARD Representative Date PAID BY CHE CK NO. REMARKS: BANK NO. CO PAID BY CASH RECEIPT NO. Distribution: White --Applicant 'Pink --CARD park.fee (form revised 11/90) 4 Yellow--Buttle Co. Building Dept. Goldenrod --City of Chico Building Dept. V/ d 6 ------------- nvirdnm.ental' 'alth AUG 8 1995 Chico, Ca[ifomia 3. 4. 5. 1.1 COUNTY OF 13UTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 BUILDING USE SCHOOL DISTRICT FEE (paid at District Office) SHERIFF FEES (paid at Building.Division) Residential... x - 36o =$ unit' amt. - Commercial (sq.ft.). x URBAN AREA FEES (paid at Building Division) Residential (per unit). _ '. xj331 =s. . #units amt. Commercial (sq.ft.). . x - =$- sq. ft. amt. RECREATION DISTRICTFEES (paid at District Office) THERMALITO DRAINAGE DISTRICT FEES $400.00 (paid at Building Division) SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) A.P. # DATE REC. # DATE REC 7. WATER TENDER FEES (BATTALION # $200.00 (paid at Building Division) 8. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) OW9. OTHER At time of permit application, I'was advised the above fees are required to be paid prior to issuance of the permit. APPLICANT DATE It 1 *ry re Old . I e-*l!E! Permit Applicant: John Luciano Date: 10/7/95 Permit #95,&207 The above referenced plans and calculations were reviewed by this office. Provide additional information and/or make revisions to plans, specifications, or calculations as follows: 0(In line 1, indicatq how 4x12 beam is to be copected to Stop plate so as to ..1ateral loAding.use cS(I,,. - M 'M For trusses T2c and T5a. indicate how uplift is handled at (T) port F — Ca (C -T - connection. G(f e Call out conventional bTacing where it cc s. I Provide lateral b design and c Ic lations, for west side of north garage wall. uS, 4-L,&' )aer- L)6c, CAi��Zr ��r.Prov'id'e =adu-tA'onal info �tion requested in red rk3ed. truss.and lateral calculations. r 5ee_ r 'T e V(SO? �1 Ca X---R—eturn all red marked plans and calculations with requested information. LANP DEVELOPMENT ,-,BUILDING-/ ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Building Permit No.— OWNERS L A.P. NAME. Vic) )0�11 NUMBER: n&2 PRINT LAST NAME FIRST COUNTY ZONING DESIGNATION: FLOOD ZONE: FLOOD MAP: 0 APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION YES NO COMMENTS/CONDITIONS MAP INFORMATION: DATE OF RECORDING LOT BOOK 130 PAGE C7 -flq e 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: A LL FEES T08E PAID To THE BUILDING DIVISION UNLESS 0 MERWISE NOTED. X 1*. Maintain a 50.ft. building setback from centerline of road. 2. Maintain a — ft.building setback from right-of-way/centerline of )Q 3. Maintain a 100 ft. leachfield setback from all existing wells. —4. Maintain a — ft. leachfield setback from I bw- Pay water tender fees in the amount of $ �Loo to Battalion Number 3 of the Butte County Fire Department. Av 6. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. 7. Connect to a public water supply. 8. Connect to a public sewer system. 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 Dressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. �o- 1*0. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ 11. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) 12. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. 13. A traf f ic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payn7ent to be nude to Me Plamzkg Dhdska. 14. All new residential buildings sha ' 11 be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation systenI wl�ich complies with the Seismic Zone 3 requirements of the Uniform Building Code. 15. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 16'. Pay school impact mitigation fees. X 17. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article 11 of the Butte County Code. _)O 18. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. 19. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. Ak;;2 0. &W LAI I r?/- 00)VA'ZI-&r70Vj el /Ij L- C -S 5 22 23. 24. 25. LD 9/95 - CAWP51 TORMS. K\BLDGPERM.CLR RESIDENTIAL PLAN CHECK[NG GUIDE SINGLE FAMILY DWELLING, DUPLEX AND MISCELLANEOUS ONLY OWNER: Lza BUILDING PERMIT NUMBER: PLAN CHECKER: ASSESSOR PARCEL NUMBER: NER-AL Zoning requirements: (sideyards and number of permitted living units) �uation. 111ajns signed by designer. P Pro roper description of work on application. Existing violations on property. 66�-tems on data sheet, (Impact fees, Health, Developer fees, License law, etc.). /7' Recorded notice of violation. PLOT PLAN: -r, complete parcel size and dimensions. 4 Setbacks, sideyards, easements, etc. Other buildings or structures. Grading, fills, and drainage. XK91 Flood hazard. Special conditions on creationj�ap, (noise; C.D.1F.?.fire'sprinklers, non-combustible, and foundations). FAU & FAS road setback. Building or utilities across lot lines (Record form). Complete to scale plan with dimensions. Required windows for light and ventilation (Section 1205). Required windows for second exit (Section 1204). Skylights (Chapter 34 & Section 5207). Human impact glass (Section 5406). Required room sizes, ceiling heights (Section 1207). G.F.C.I. in baths, garage, kitchen, and exterior outlets (Article 210-8); Light fixtures, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Locations of water heater, heating and cooling equipment, other electrical'or gas equipment. Garage firewall, door size; and closer (Section 503(d)(3) I - 3'0" exterior exit door (Section 3304 (f). Fireplace and wood stove location, alcoves and clearance. Smoke detectors (Section 12 10). .Plumbing fixtures, water closet clearances and shower size. Standard bracing or engineered design (Table 25V). Unusual shape, size, or split level house requiring lateral design. Clerestory requiring balloon fraraffig andlor engineering. .-Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. -Floor construction details complete enough to construct building. . Elevations and wall construction details complete enough to construct building. -Roof construction details complete enough to construct building. Fireplace construction details and cals if necessary. -TUfter ties or bearing ridge beam. GamgTloor or porch header sizes. -Stud heights. -Adobe soils - special foundation design. -Retaining walls requiring design. -Spacial Inspection required. May 1995 3.2 RESEDENTUL PLAN CHECTONG GUIODE SINGLE FAMILY DWELLING, DUPLEX AND MISCELLANEOUS Stairway details: landings, rise and n.m, head clearance, handrails (Section 3306). Guardrail details (Section 1711 and 33060). brick or stone veneer (Chapter 30). Exterior plaster - weep screeds (Section 4706). Proper roof pitch for roof covering (Chapter 32). Roof covering type - (fire hazard). Foam insulation - protection. 36" halls and stairways. Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts. Two exits on three-story dwellings (Section 3303 and see Mezzanines - 1716). 'Attic access and ventilation (Section 3205). Underfloor access.and ventilation (Section 2516). Combustion air for fuel burning appliances - L.P. G. requirements. Noise requirements on duplexes. Energy design. Flashing at all exterior openings. or, � Cl 5 A) "A ck(zfOtl :: (�,s , AR B. H, No. C9 192 O -t I&Avm A +Ylm�s -o- -�/J, ruo-t v C."i (�(V-4e(,� -P�lrLt wrr�\ 00 (0 Cd- to -TyzMss Yl^ -2- Ve, UK a fK Ck". t -s a i��p C, nRtt III f -D j 0 *-3-, C�eA Or & ?'.Ad tt� fv,,o C"14 Gx-d, V�u + --rtA q CC 15 tv, VOL -tD +(?AASS CGUV`W�T C�- vi L�j -2 (.014) --,'0 2,�3 F6 00 1 h"\C>T-7- 0 U -eA&Ok t r s Ix -'A wta 6e, Ceffi +0 ves I L-J�l I,(, oct C�,A- -ve (t r., [P-0 br- ,00ro"-D AR�(--,, s 40 Z,K. SX -1, 3 t* - if r -D 1 TL A4 -6k Woa,-6 v,3 -rfzm s s w VYI (h OT -Z C, Lvaj) a:H P, A Rp 9 3,77� 6-33 -A N C9192 CP -'3-3� 3:77 (Z,c7) V7S) 1 3 Vlr\ ck,-_ Q (I jkq Z� 4-5 ol 17L -5- may - (A C- S, I (o +D Ael�A:e 4— ?4V 7 64,6t- P -Z /,P, U/0 � �-v7f/ Ph 7#, .1 ROBERT B. HEATON, ARCHITECT 2044 Palm Avenue CHICO, CALIFOkNIA 95926 (916) 343-8038 JOB SHEET NO. OF CALCULATED BY— DATE CHECKED BY DATE SCALE rRom x4 i IM, (m�. M- 01411 W2- GT- t ;7 pi LN A PIRAdn OZZO* oo*z 6uTpllnq jo spua moij Aeme sahplj PUP snum 6uipllnq wojj AeAe S6UeqlBAO InOql!A SaNeJ JO SBAR3 PjeAdn OCEO- 00-C MUM 6uTpl!nq 4P sa6pa jooi PUP saaea 10 SBUTPlInq jo spua le S86plj JOOH n,jpt4dn gorn- LV VR'Z sajej Jo Sam le sbueqjaAo jo saTdoae3 PleAlno -------------------------------------------------------------------------- Ozzo, 001 MUM Ilem UO!IoajTa (Jsl)d bj uoildTiDsaa SaTlInu quo3sip le seaje le3ol Plemino 9LTO* 09'T ZI:6 ueqj ssal adolS sainpuls uado PIR144no TZIF OUT ZT:6 Ueql ssal adolS sainjouls pasopq spaigala J00H Plemjno/PjemUj EtIo. 01*1 sladeJPd Plemino 9LIO, 09*1 sainpuls uado Pi"Ino izfo* OFT sainjouls pasolOU3 pie"I U10, OUT sainjouls TIV ---------------------------------------------------------- sluawala flem uoT .IoajTa (jsl)d bj 7 -------------- uopdposaa sluandivoo pue sluaujal3 Piemino LLOO, OL' SJOOJ lell PUP a6P!j 01 lallued PuTm 0110' IeIO4 100H piemui 'iO [COO' OF ZI:6 UPU ssal 01 ZI:Z adolS PJeAlnO 6600- 06' ZT:6 UM Ssal 01 ZI:Z adolS 100i PjemPUTm PJemInO LLOO' OL, .1001 -jell Jo pjeAaal afiPjl 01 lelnoTpuadjad PuTm :sjoou DIF flem lelol PjeAlno ssool OS' STIPA pienal Plemui 9900' 08' s1lem PJPMPUTM ---------------------------------------------- :Sllem UOT .13aJTa (js4)d bj ------------- ------------ uorldinsaa S N 3 1 S A S 0 N V S 3 W V H A A H V W 1 8 d saal6aa LS,9z e ZI UT 00*9 < plid J00H poqlaw a3loj IeWJON 00-1 < poqlaW 0,91 ( sb 00-08 ( paods puTm 3Tseg L9' [I'l SFT 00,0Z 3 'dx3 a 'dq jqbTaH 00-1 J013ej a3ue4iodwI L9' < aj a < ainsodx3 ------------------------------ viva IVUH39 --------- ; --------- ------------ -------------------------------------------------------------------------- aDuaplsai aaqs6tH(< UoIldposaa I ------------------------------------------------------------------------- elep U6TsaP jejajej E6-6-11 A8H 5-- Kek A 0 cot F m 5 tA 19,31 t 0 1 = (qtz-4,5) '0 (2-Z OG(a �-/ / wz� -1*133(,0((0) 6(214-ls) IO(YZ 1060-1 ujc�- 0.1 0((0) -7,7SCO11,D) (a Ito) cq (5)"31 (0 Vi G 77 ... ...... . 7211 O -C (pie pe,�, -OA -.g WI&Ut pre's C, roo-hu-e 5, c- F7 ........ . . Vi 0, 1 cf 04 Z4 -"o -c rb OT 3S/Z-(,ol-2;,) 4- 9 0 D 7 ID) -1(o -C -7 3-001 r- wolu 3 -13 1 ll'o A" C�l Cv- �V 05 9 Z-/, 2., -g 2- rl-,�& �Xt P(O-x� 2-4"O�r— Lo ol ?,I' .......... OT CO 0 4- (D ol 1-7(o -7 COLLCTR2 12:18 PM 7/29/95 -------------------------------------------------------- Rev 2-13-94 ------------------------------------------------------------------------ Collector design ------- ------- Description >>Line 2 +.3 --------------------------------- SUMMARY -------------------------------- vi > 5.860 kips V2 > kips Length subject to VI > 65.170 feet Diaphragm shear due to Vi > .090 kips/ft Length subject to V2 > feet L).4- Diaphragm shear due to V2 > kips/ft adt Shear per foot - shearwalls (v) > .404 kips/ft <Shearwall v> 6r Segment W/O Wall Opng.- vi V2 Force 14.500 w 14.500 y .000 6.500 0 6.500 Y 4.556 S74 11.670 0 7.330 11.670 7.330 y 3.972 0 -31G CA 1 0 Y 2.922 1(0 10.500 0 14.670 0 10' * 500 14.670 y y 2.263 6316 Ot- 1.319--- COLLCTR2 12:19 PM 7/29/95- ------------------------------------------------------------------------ Rev 2-13-94 ------------------------------------------------------------------------ Collector design Description ))Line 7 --------------------------------- SUMMARY -------------------------------- vi ) 3.890 kips V2 > kips Length subject to VI ) 65.500 feet Diaphragm shear due to Vl > .059 kips/ft Length subject to V2 > feet Diaphragm shear due to V2 > kips/ft Shear per foot - shearwalls (v) > .354 kips/ft <Shearwall v) Segment W/o Wall Opng. vi V2 Force 5.500 'w 6.000 0 5.500 6.000 y y .000 1.618 5.500 w 5.500 y /V 1.262 5.500 0 5.500 y 2 . 8 8 0,�- -,7-,6 -z, 43.000 o 43.000 y 2.554 CA(art,� -�o -tvzv\s,(R,,L (ocd--:7 67 '3,9 It ct 6k 0 C- \r aw� f 7 I / -;;- �, IR I F-- (YN (A -(2�,-r c.Z ocl -I—,, c ROBERT B. HEATON a r c h i t e c t To: Butte County Buiding Dept. 7 County Center Drive Oroville, CA 95965 Re: John Lucipno / Craig Rigsbee Residence Plan Pleps6 note that I hqve reviewed the Truss Design submitted by Longfellow Truss and the trusses Ps designed are edequote for the residence design. c) D A " B.. 0 Robert B. HeAton Architect C-9192' No. 192 IV. MA CA Permit Applicant: John Luciano Permit #95-2207 Date: 10/7/95 The above referenced plans and calculations were reviewed by this office. Provide additional information and/or make revisions to plans, specifications, or calculations as follows: 1. In line 1, indicate how 4x12 beam is to be connected to top plate so as to transfer lateral loading. 2. For trusses T2c and T5a indicate how uplift is handled at (T) for the truss support connection. 3. Call out conventional bracing where it occurs. 4. Provide lateral bracing design and calculations for west side of north garage wall. 5. Provide additional information requested in red marked truss and lateral calculations. 6. Return all red marked plans and calcul ations with requested information. ,I -e HL,1 '7-1 ;�� 'f -Z bi 1. P.) W1 V-0 bhort lerm 1.30 .... Seismic = ST 1.10 UBC 2625(c)4 "1.4" Factor = 1.40 UBC 2625(c)4 "0.9" Factor = -0.90 --------------------------------- ---------------------------------- TIMBER COLUMN DESIGN Page -------------------------------------- -------------- - D E S C R I P T 10 N .-:- > 4K(r-> k 14 V1j OTG�_ - q_l� >> 101101 Insevven DESIGN DATA ---------- -------- ALLOWABLE STRESSES -------- RECTANGULAR Columns... Fc : PARALLEL = 1,000 psi Depth (Parll Y -Y)= 5.50 in Fb ; BENDING = 1,200 psi Width (Parll X -X)= 3.50 in LOAD DURATION FACTOR 1.00 ... Is Size Nominal ? N y/n E : ELASTIC MODULUS =1600000 psi -_ or -_ UNBRACED LENGTHS a Le =Ae * Lu CIRCULAR DIAMETER in X -X AXIS (axial) ft Y -Y AXIS (axial) 7.67 ft TOTAL COLUMN HT. 7.67 ft X -X AXIS (bending) ft -------------- LOADS ----------------- Dead Live Short ------------ Axial Load 0,680 4,020 lbs ... Eccentricity in (from "Depth" centerline) Transverse Moment in -lbs Side Load lbs .... Dist From CL in .... Dist From Base ft ------------------------- CALCULATED MOMENTS --------------------------- Equivalent Load @ Mid -Ht # Side Load Moment in-# Max. Design Moment in-# ------------------------------ SUMMARY ------------------------------- Use : DL+LL DL-FLL4-s-r DL+ST Axial Stresses ... ------- -------- ------- Actual 400.0 400.0 191.2 psi Allowable 692.8 692.8 692.8 psi Bending Stresses ... Actual psi Allowable 1200.0 1200.0 1200.0 psi INTERACTION EQUATION VALUE 0.577 0.577 0.276 <=1 OK (Note: LDF considered in interaction value, which must be < 1.00 ----------------------------------------------------------------------- ALLOWABLE BENDING & AXIAL STRESSES --------------------- AXIAL: Actual Fc:Allowable: X -X : k Lu / d X -X Axis 1,000 psi Y -Y : k Lu / d 26.30 Y -Y Axis 693 psi Max. Allow. kLu/d 50.0 F'c 693 psi 26.8 F'c Load Dur Factor 693 Min. Allow. kLu/d 11.0 (LDF Unused if k Lu/d > 'K') FLEXUAL: F'bx : 1,200 psi C -f: (12/0".111 1.00 F'bx : Allow * LDF 1,200 psi C -s: (Le d/b"2)".5 = ------------------------ INTERACTION ANALYSIS -------------------------- DL+LL DL+LL+ST DL+ST ------- ------- ------- fc ; Compressive 400.0 400.0 191.2 psi F'c: 692.8 692.8 692.8 psi J= (L/d-11)/(K-11) fbx : Flexural psi F'b:.,: of 1,200 1,200 1,20o e a Eccentricity in r CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -IR Project Title ........... John Luciano/Rigsbee Date ......... 10/09/95 Project Address.,__.. New Foster Place -------------------- Chico, California q,5 - ,?- �;,-o ,— — " Documentation Author ... Robert B. Heaton Building Permit # I Company ................ Robert Heaton Architect ? /--QS Telephone ............... (916) 343-8038 Plan Check Date Compliance Method ...... MICROPAS4 by Enercomp, Inc. Field Check/ Date Climate Zone ........... 11 ---------------------- MICROPAS4 v4.01 File-LUCIANO2 Wth-CTZllS92 Program -FORM CF-lR 'User#-MP0400 User -Robert Heaton Architect Run -HO -USE ------------------------------------------------------------------------------- GENERAL INFORMATION Conditioned Floor Area ..... 2418 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 270 deg (W) Number of Dwelling Units... 'l Number of Stories ........... 1 Floor Construction Type .... Slab On Grade (PackagecPd,,iTy oF SUVE BUILD9,1' i DEPT BUILDING SHELL INSULATION -------------------------- OCT I 219S5 Component Insulation Assembly Type R -value U -Value Location/Comments ------------- ---------- -------- ---------------------------------------- Wall R-19 0.059 Exterior Wall R-15 0.078 To Garage Roof R-38 0.025 Attic Door R-0 0.330 Solid Wood, To*Garage, To Patio SlabEdge R-0 0.720 Slab cov. SlabEdge R-0 0.900 - Slab cov. SlabEdge R-0 0.500 Slab cov. FENESTRATION ------------ . ...... Over - Area U_ # of Interior Exterior hang/ Framing Orientation (sf) Value Panes Shading Shading Fins Type ------------------- ----- ----- ----- ---------- -------------- ------ -------- Window Right (SW) .10.0 0.750 2 Drapes.Std-None Yes Metal Window Front (W) 107.5 0.750 2 Drapes.Std None Yes Metal Window Front(NW)__J0.0 0.750 2 Drapes.Std None Yes Metal Window Left (N) 39.0 0.750 2 Drapes4td None Yes Metal 74 Window Back. (E) 80.0 0.750 2 Dra Yes metal Metal Door Right, (S) 40.0 0.720 2 D r a p Yes Window Back (SE) 28.0 0.750 2 Drape s.06eft- e�^ Yes" Metal Window Left (NE) 33.0 0.750 2 Drapes.St Yes Metal Window Right (S) 47.0 0.750 2 Drapes.St1QNo Yes Metal 4 11 CERTIFICATE OF COMPLIANCE: RESIDENTIAL-�. Page 2 CF -1R Project Title .......... John Luciano/Rigsbee Date ........ 10/09/95 MICROPAS4 v4.01 File-LUCIANO2 Wth-CTZ11S92 Program -FORM CF -IR User#-MP0400 User -Robert Heaton Architect Run -HOUSE ----------------------------------------------------------------------------- THERMAL MASS HVAC SYSTEMS Minimum Duct Area Thickness Equipment Type Efficiency --------------- ------------ Type ------------ -------------- Exposed. (sf) (in) Location/Comments, SlabOnGrade Yes ------ 608 --------- 3.5 ------------------------ Exposed Slab SlabOnGrade No 1648 3.5 Covered Slab InteriorHorz Yes 89 1.0 Tile tops InteriorVert Yes 86 4.0 Fireplace HVAC SYSTEMS Minimum Duct Duct Thermostat Equipment Type Efficiency --------------- ------------ Location ------------- R -value Type Furnace 0.800 AFUE Attic ------- R-4.2--.-. ------------ Setback ACSplit 12.'50 SEER Attic R-4.2 Setback WATER HEATING SYSTEMS Number Tank External ....... in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value ------------------------ ------------------- ------- ----- 7 -- ------ ---------- Water Heater to meet minimum CEC Standards SPECIAL FEATURES/REMARKS ------------------------ CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title ............ John Luciano/Rigsbee ... Date ...... i.... 10/09/95 MICROPAS4 v4.01 File-LUCIANO2 Wth-CTZ11S92 Pro'gram-FORM CF -IR User#-MP0400 User -Robert Heaton Architect Run -HOUSE ------------------------------------------------------------------------------- COMPLIANCE STATEMENT -------------------- This certificate of compliance lists the building features and performance specifications needed to comply with 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 section. DESIGNER or OWNER Name .... Robert B. Heaton Company. Architect Address. 2044 Palm Avenue Chico, CA 95926 Phone ... (916)343-8038 License. C Signed.. (\J - (dite), ENFORCEMENT AGENCY Name.... Title ... Agency.. Phone ... Signed. . (date) DOCUMENTATION AUTHOR Name .... Robert B. Heaton Company. Robert Heaton Architect Address. 2044 Palm Ave." Chico,, California 95926 Phone ... (916) 343-8038 Signed.. POINT SYSTEM Page 1 P -2R Project Title .......... John Luciano/Rigsbee Date .......... 10/09/95 Project Address ........ New Foster Place ----------- 11� --------- Chico, California Documentation Author ... Robert B. Heaton Building Permit # Company .............. Robert Heaton ArP.hitect Telephone .............. (*916) 343:-8038 Plan Check / Date Compliance Method ...... MICROPAS4 by.4nercomp,'Inc-. Field Check/ Date Climate Zone ........... 11 - ------- ------------- MICROPAS4 v4.01 File-LUCIANO2 Wth-CTZ11S92 Program -FORM P -2R User#-MP0400 User -Robert Heaton Architect Run -HOUSE ---------------------------------------- 7 ---------------------------- MICROPAS4 POINT SYSTEM SUMMARY Energy Use Points ----------------------- ---------- Space Heating .......... 0 Space Cooling .......... 0 Water Heating ......... 0 -7 --------- Total 0 Building complies with Point System GENERAL INFORMATION ------------------- -Conditioned Floor Area ... 2418 sf Building Type ......... ..... Single Family Detached Construction Type ......... . New Building Front Orientation. Front Facing 270 deg (W)' Number of Dwelling Units.... 1 Number of Building Stories. 1 Floor Construction Type .... Slab On Grade (Package D) Number of Building'Zones... 1 Conditioned Volume ......... 22682 cf Footprint,Area ............. 2256 sf _.-Slab-On-*Grade' Area ......... 2256 sf -Glazing Percentage ......... 16.3 % of FA - Average Ceiling Height ..... 9.4 ft GLAZING Orientation Glass Area % Glass ----------- ---------- --- ------- a. North 72.0 2.98%- b. East 100.0 4.47% c. South 97.0 4.01%* d. West 117.5 4.86% e. Skylight 0.0 0.00% ----------- ---------- ---- 7 ------ Total 394.5 16.32% POINT SYSTEM Page 2 P -2R Project Title .......... John Luciano/Rigsbee Date ........ 10/09/95 MICROPAS4 v4.01 File-LUCIAN02 Wth-CTZ11S92 Program -FORM P -2R ------------------------------------------------------------------------------- User#-MP0400 User -Robert Heaton Architect Run -HOUSE .SCORE CARD ---------- Measure Points------ 1. ---------------- ------ Ceiling Insulation (U -Value) 0.025 1 2. Wall Insulation (U -Value) 0.061 1 3. Raised Floor.Insulation (U -Value) 0.000 0 4. Slab Edge Insulation (F2 Factorl O.aO4 -1 5. Infiltration Ducts in Unconditioned S ,pace Yes 6. Fenestration Heat -Loss (U -Value.) 0.747 at 16.32% -2 Sum 1-6 -1 ,7'. Fenestration Heat Gain SC Effective Shade % Fenes- Shade % Fenes- Effective- tration Open tration' ness Ratio -------- ------ -------- ---------- North 2.98% x 0.766 2.28% 0.860 0 East 4.47% x 0.67-8. 3.03% 0.776 -1 South ..... .. 4.01% x 0.659 2.64% 0.704 West 4.86% x 0.698 3.39% 0.788 -3 Skylight 0.00% x 0.000 0.00% 0.000 0 8. Interior Thermal Mass (Mass/Area) 2.595 1 9. Exterior Wall Mass (Mass/Area)- 0.000 0 Sum 7-9 -3 Equipment Duct Effective Zonal Efficiency Efficiency Etticiency Control ----------- ---------- ----------- ------ 10. Heating 0.800 AFUE x 0.830 0.664 AFUE No""' 1 11. Cooling 12*.'500 SEER x 0.810 10.125 SEER.- No 3 12. Water Heating Tank External Energy Size Insulation Tank Type Heater Type. Factor (gal) R -value Distribution Type ------------ ----------- -------- 1. - ------ ---------- 7 ------------ ------- Standard Standard S�d Std R -Std Standard 2. n/a n ta n/a n/a R-n/a. n'/a 0 Point Total:. 0 41 POINT SYSTEM Page 3 P -2R Project Title .......... John Luciano/Rigsbee Date ........ 10/09/95 MICROPAS4 v4.01 File-LUCIAN02 Wth-CTZ11S92 Program -FORM P -2R User#-MP0400 User -Robert Heaton Architect Run -HOUSE ------------------------------------------------------------------------------- BUILDING ZONE INFORMATION Floor # of Vent Special Area Volume Dwell Con�d- Thermostat Height Vent Area Zone Type (sf) -------------- --------- (cf) Units itioned Type --------- (ft) (sf) HOUSE ----- ------- ------------ ------ --------- Residence 2418 22682 1.00 Yes Setback 0.0 n/a OPAQUE SURFACES Area U_ Insul Act Solar Form 3 Location/ Surface (,sf) value R-val Azm Tilt Gains Reference Comments -------------- HOUSE ------ ----- ----- --- ---- ----- ------------ ---------------- 1 Wall A 2 0-059 -P-19 270 90 Yes W.19.0 Exterior 2 Wall 13 0.059 R-19 225 90 Yes W.19.0 Exterior 3 Wall 22 0.059 R-19 270 90 Yes W.19.0 Exterior 4 Wall 13 0.059 R-19 .315 90 Yes W.19.0 Exterior 5 Wall 24 0.059 R-19 270 90 Yes W.19.0 Exterior 6 Wall 64 0.059 R-19 270 90 Yes W.'19.0 Exterior .7 Wall 56 0.059 R-19 270 90 Yes W.19.0 Exterior 8 Wall 73 0.059 R-19 270 90 -Yes W.19.0 Exterior 9 Wall 57 0.078 R-15 270 90 No W.15.2X4.16 To Garage 10 Wall 135 0.078 R-15 270 90 No W.15.2X4.16 To Garage 11 Wall 18 0.059 R-19 0 90 Yes W.19.0 Exterior 12 Wall 54 0.059 R-19 0 90 Yes W.19.0 Exterior 13 Wall 23 0.078 R-15 0 90 No W.15.2X4.16 To Garage 14 Wall 23 0.078 R-15* 0 90 No W.15.2X4.16 To Garage 15 Wall 402 0.059 R-19 0 90 Yes W.19.0 Exterior 16 Wall 9 0.059 R-19 0 90 Yes W.19.0 Exterior 17 Wall 146 0.059 R-19 90 90 Yes W.19.0 Exterior 18 Wall 34 0.059 R-19 90 90 Yes W.19.0 Exterior 19 Wall 29 0.059 R-19 135 90 Yes W.19.0 Exterior 20 Wall 45 0.059 R-19 225 90 Yes W.19.0 Exterior 21 Wall 51 0.059 R-19 135 90 Yes W.19---0 Exterior 22 Wall. 170 0.059 R-19 90 90 Yes W.19.0 Exterior 23 Wall 21' 0.059 R-19 45 90 Yes W.19.0 Exterior' 24 Wall 76 0.059 R-19 90 90 Yes' W.19.0 Exterior 25 Wall 55 0.059 R-19 180 90 Yes W.19.0 Exterior 26 Wall 29 0.059 R-19 180 90 Yes W.19.0 Exterior 27 Wall. -2-9�3 0.059 R-19 180 90 Yes W.19.0 Exterior 28 Wall 54 0.059 R-19 180 90 Yes W.19.0 Exterior 29 Roof 2418 0.025 R-38 0 0 Yes R.38.2X4.24 Attic 30 Door 40 0.330 R-0 270 90 Yes None. Solid Wood 31 Door 18 0.330 R-0 270 90 No None To Garage 32 Door 18 0.330 R-0 90 90 No None To Patio Je PbINT SYSTE'R Page ---4- P -2R Project Title .......... John Luciano/Rigsbee Date ........ 10/09/95 MICROPAS4 v4.01 File-LUCIANO2 Wth-CTZ11S92 'Program -FORM P -2R User#-MP0400 User -Robert Heaton Architect Run -HOUSE ------------------------------------------------------------------------------- PERIMETRP LOSSES Length F2 Insul Surface (ft) Factor R-val Location/Comments ------------ HOUSE ------ -------- ------- ---------------------- 33 SlabEdge 74 0.720 R-0 Slab cov. 34 SlabEdge 139 0.900 R-0 Slab cov. 35 SlabEdge 24 0.500 R-0 Slab cov. FENESTRATION SURFACES --------------------- SC SC Interior Area # of Frame Open U_ Act Glass Int Shade Surface ----------- (sf) Panes Type Type value Azm Tilt Only Shade Description HOUSE ----- ----- -------- ------ ----- --- ---- ----- ----- ------------ 1 Window 10.0 2 Metal' Slider 0.75 225 90 0.88 0.78 Drapes.Std 2 Window 32.5 '2 Metal, Slider 0.75 270 90 0.88 0.78 Drapes.Std 3 Window. 10.0 2 Metal Slider 0.75 315 90 0.88 0.78 Drapes.Std 4 Window 32.5 2 Metal Slider 0.75 270 ' 9*0- 0.88 0.78 Drapes.Std 5 Window 10.0 2 Metal Fixed -*0.75 270 90 .0.88 0.78 Drapes.Std 6 Window 32.5 2 Metal Slider 0.75 270 90 0.88 0.78 Drapes.Std 7 Window 17.5 2 Metal Slider 0.75 0 90 .0.88 0.78 Drapes.Std 8 Window 4.0 - 2 Metal Slider 0.75 0 90 0.88 0.78 Drapes.Std 9 Window 17.5 2 Metal Slider 0.75 0 90 0.88 0.78 Drapes.Std 10 Window .24.0 ------- 2 Metal Slider 0.75 90 90 0.88 0.78 Drapes.Std 11 Window 16.0 2 Metal Slider 0.75 90 90 0.88 0.78 Drapes.Std 12 Window 24.0 2 Metal Slider 0.75 90 90 0.88 0,78-.Drapes.Std 13 Window -16.0 2 Metal Slider 0.75 90 90 0.88 0.7.8,.Drapes.Std 14 Door -40.0 2 Metal Slider 0.72 180 90 0.88 0.78 Drapes.Std 15 Window 16.0 2 Metal Slider 0.75 135' 90 --0.88 0.78-Drapes.Std 16 Window 12.0 2 Metal Slider 0.75 135 90 0.88 0.78 Drapes.Std 17 Window 33.0 2 Metal' Slider 0.75 45 90 0.88 0.78 Drapes.Std 18 Window 16.0 2 Metal Slider 0.75 180 90 0.88 0.78 Drapes.Std 19 Window 12.5 2 Metal Slider 0.75 180 90 0.88 0.78 Drapes.Std 20 Window 12.5 2 Metal Slider 0.75 180 90 0.88 0.78 Drapes.Std 21 Window 6.0 2 Metal Slider 0.75 180 90 0.88 0.78 Drapes.Std OVERHANGS AND SIDE FINS ----------------------- --- Window -- ------ Overhang ----- --- Left Fin --- --- Right Fin -- Area Left Rght Surface ---------- (sf) ----- Hght ----- Wdth ----- Dpth Hght ---- ---- Ext Ext Ext Dpth Hght Ext Dpth Hght 7 HOUSE ---- ---- ---- ---- ---- ---- ---- ---- 1 Window 10.0 6.0 1.7 2.5 0.5 3.0 3.0 n/a n/a n/a n/a n/a n/a 2 Window 32.5 6.0 6.0 2.5 0.5 7.0 7.0 n/a n/a n/a n/a n/a n/a 3 Window 10.0 6.0 1.7 2.5 0.5 3.0 3.0 n/a n/a n/a n/a n/a n/a 4 Window .__32.5 &.0 5.0 2.5 0.5 2.5 21.5 n/a n/a -n/a n/a n/a n/a 5 Window 10.0 1.0 6.0 12.5 0.5 1.0 1.0 1.0 6.-0 .9.-.-0- 1.0 6.0 9.0 6 Window 32.5 6.0 5.0 2.5 0.5 3.0 21.5 3.0 19.3 9.0 n/a n/a n/a 7 Window 17.5 3.5 5.0 2.5 -1.0 43.0 ' 30.5 n/a n/a n/a n/a n/a n/a 8 Window 4.0 1.0 4.0 2.5 1.0 34..0 40.0 n/a n/a n/a n/a n/a n/a POINT SYSTEM Page 5 P -2R Project Title .......... John Luciano/Rigsbee Date ........ 10/09/95 MICROPAS4 v4.01 File-LUCIANO2 Wth-CTZ11992 Program -FORM P -2R User#-MP0400 User -Robert Heaton Architect Run -HOUSE -------------------------------------------------- ------------ ------------ OVERHANGS AND SIDE FINS ----------------------- --- Window -- ------ Overhang ----- --- Left Fin-'-- ---Right Fin -- Area Thick Mass Type - (sf) (in) ------------- -- ------ ----- HOUSE 1 SlabOnGrade 608 3.5 2 SlabOnGrade 1648 3.5 3 InteriorHorz 89 1.0 4 InteriorVert 86 4.0 System. -Type ---------------- HOUSE Furnace ACSplit Dpth Hght n/a n/a 10.0 9.0 n/a n/a n/a n./a n/a n/a n/a n/a 2.0 9.0 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a THERMAL -MASS ------------ Heat Conduct- Surface Cap ivity R -value Location/Comments ----- -------- -------- -------------------------- 28.0 0.98 Area Exposed Slab 28.0 0.98 R-2.0 Left Rght 0.67 R-0.0 Tile tops 21.0 Surface (sf) Hght Wdth Dpth Hght Ext Ext Ext Dpth Hght Ext ----------- 9 Window ----- 17.5 ----- 3.5 ----- 5.0 ---- 2.5 ---- 1.0 ---- 25.0 ---- 48.0 ---- n/a ---- n/a ---- n/a ---- n/a 11 Window 16.0 4.0 4.0 12.0 1.0 46.0 1.0 n/a n/a n/a 1.0 12 Window 24.0 4.0. 6.0 17.5 1.0 11.0 7.0 n/a n/a n/a n/a 13 Window 16.0 4.0 4.0 12.0 1.0 8.0 30.5 n/a n/a n/a n/a 14 Door 40.0 6.7 6.0 8.0 1.0 1.0 5.0 1.0 5.5 9.0 n/a 15 Window 16.0 4.0 4.0 2.5 1.0 45.0 10.0 n/a n/a "n/a n/a 16 Window 12.0 4.0 3.5 18.5 1.0 45.0 1,.5 n/a n/a n/a 1.5 17 Window' 33.0 5.0 6.0 14.0 1.0 16.0 21.0 n/a-.-..n/a n/a n/a 18 Window 16.0 4.0 4.0 5.5 1.0 7.0 6.0 n/a n/a n/a n/a 19 Window 12.5 5.0 2.5 2.5 1.0 33.5 15.0 n/a n/a n/a n/a 20 Window 12.5 5.0 2.5 .2.5 1.0 21.5 27.0 n/a n/a n/a n/a 21 Window 6.0 2_0 3.0 2.5 1.0 4.0 44.0 n/a n/a n/a n/a Area Thick Mass Type - (sf) (in) ------------- -- ------ ----- HOUSE 1 SlabOnGrade 608 3.5 2 SlabOnGrade 1648 3.5 3 InteriorHorz 89 1.0 4 InteriorVert 86 4.0 System. -Type ---------------- HOUSE Furnace ACSplit Dpth Hght n/a n/a 10.0 9.0 n/a n/a n/a n./a n/a n/a n/a n/a 2.0 9.0 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a THERMAL -MASS ------------ Heat Conduct- Surface Cap ivity R -value Location/Comments ----- -------- -------- -------------------------- 28.0 0.98 R-0.0 Exposed Slab 28.0 0.98 R-2.0 Covered Slab 24.0 0.67 R-0.0 Tile tops 21.0 0.59 R-0.0 Fireplace HVAC.SYSTEMS ------------ Minimum Duct Duct Duct Efficiency Location R -value Efficiency ------- ------------- ------- ---------- 0.800 AFUE Attic 12.50 SEER Attic WATER HEATING SYSTEMS --------------------- Number in Tank Type --Heater Type Distribution Type System ------------ ----------- ------------------- ------ Water Heater to meet minimum CEC Standards I SPECIAL FEATURES/REMARKS ------------------------ R-4. 2 0.830 R-4.2 0.810 Tank External Energy Size Insulation Factor _(_gal), R -value -------- ------ ---------- , W #4 HVAC SIZING-.- Page 1 _ HVAC Project Title .......... John Luciano/Rigsbee Date ........ 10/09/95 Project Address ........ New Foster.Place --------------------- Chico, California .1 Documentation Author ... Robert B. Heaton Building Permit # Company ................ Robert Heaton Architect Telephone .............. (916) 343-8038 Plan Check / Date Compliance Method ...... MICROPAS4 by Fne-comp, Inc. Field Check/ Date Climate Zone ........... 11 -------------------- MICROPAS4 v4.01 File-LUCIANO2 Wth-CTZ11S92 Program -HVAC SIZING It User#-MP0400 User -Robert Heaton Architect Run -HOUSE ----------------------------------------------------- GENERAL INFORMATION ------------------- Floor Area ................. 2418 sf Volume ..................... 22682 cf Front Orientation .......... Front Facing Sizing Location ............ CHICO EXP STA Latitude ................... 39.7 degrees Winter Outside Design ...... 27 F 4713 Winter Insi de Design ....... 70 F 1875 Summer Outside Design ...... 102 F 3576 Summer Inside Design .... ... 78 F 39333 Summer -Range ............ * ... 37 F 7867 Interior Shading Used ...... No ----------- 47199 Exterior Shading Used ....... No - ------ Overhang Shading Used ...... No Latent Load Fraction ....... 0.20 HEATING AND COOLING LOAD SUMMARY -------------------------------- 270 deg (W) Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It.is the HVAC designer's responsibility to consider all factors when, selecting the HVAC equipment. Heating Cooling. Description ; -- - - - - - - - - - - - - - - - - - - - - - - - - - - (Btuh) .(Btuh) 7 7 Opaque Conduction and Solar ...... -7 - - - - - - - - -- 17072 - - - - - -- 7'�:-=- - 5640-., Glazing Conduction ............... 12671 7072 Glazing Solar .................... . n/a 16457 Infiltration ...................... 14343 4713 Internal Gain .................... n/a 1875 Ducts ............................ 4409 3576 Sensible Load .................... 48495 39333 Latent Load ...................... n/a 7867 ----------- Minimum Total Load 48495- ----------- 47199 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It.is the HVAC designer's responsibility to consider all factors when, selecting the HVAC equipment. NOTES RESIDENTIAL 040-040-069 99-1870 PERMIT NO., RIGSBEE, GRAIG & CARLA - 45 NEW FOSTER PLACE, Cl_HC0 CONTR: CARE FREE POOLS 4 V5 00 F5 POOL, MASTER -PLAN # 502-99 r3 L65n, 1�e'-1 ..241Z SPECIAL COMMONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature - CHECKED BY V = OK 0 = NotOK - = Not App(icable I MOBILE HOMES * = Not Ready Date MOBILE HOME UTILITIES (Plans) OK except Ws 1. Zoning Requireme nis-Setbacks- Easements 2. Soils; Special MH Support Sketch 3. Sewer: Location -Test -Fall -C/0 -Concrete �Vp� MISCELLANEOUS Date 4. Water; Location -Test- Easement Needed (Sketch) 1. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 2. 6. Gas; Location -Test -Wrap;-/ /" L 'ft. P Nat. or / /"L"ft./ PLPG 3. 7. Well Clearance & Discorinect 4. 8. Utility Clearance 5. Alum. Awn.; Columns-Conneclions-Splice-Decal- Enclosures 6. Carports; Windows -Doors Date Electric Card B-1 Date Card B-1 Date Frmg.; Sills-Anchors-Studs-Rftrs-Trusses Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning R eq uire ments-Selbacks- Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances Date 5. Drain; MH Test -Fall -Flex Connector Date 6. Water; MH Test- Regu lator-Connector Date 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater Date 8. Card B-1 Date Card B-1 Date 9. Card B-1 Date Card B-1 �Vp� MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except Ws 1. Zoning Requirements-Selbacks-Easements 2. Footings; Soils-Size-Depth-Spacing-Conneclors-SleeI 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs- Rails 4. Wood Awn.; Posts- Bea ms- Rftrs. -Con neclors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns-Conneclions-Splice-Decal- Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Na iling- Veneer -Stucco- Mesh 10. Roof; Shthg-Roofing 11. Exl.; Steps- Doors- Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card Date Card B-1 Date Yxibacks- FMAL (Plans) OK except #'s Easements Soio� , ompaction-Structure Stability 3�_Kcol 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 Eniries-Terminals-Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Pan elboards- Ins. to Main in Conduit 9. Health Department Approval 10. ��b.; Cir(�OWater Supply Test 115o.00'Light Niche f t Date '11 Iq 1 47; Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ea_d-�L vtei- to f-00 e 6CA ? V k- ./ = OK 0-= Not OK Not Applicable Not Ready 65. RESIDENTIAL (%c Date 46. Underfloor (Plans) OK except #'s 1 . Zon i ng -Setbacks- Ease ments- Flood -Slope 2. Fig., Main; Soils-Elec. Grnd.-/ r Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ r Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ r Ftg. Depth 5. Sternwalls, Main; Steel- Blockouts-Wrapped 6. Sternwalls, Garage; Steel- B lockouts -Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -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 83. Card B-1 Date Card B-1 Date 84. Card B-1 Date Card B-1 Date 85. Card B-1 Date Card B-1 Date 63. PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access % 21. Test Tub & Shower, Second Floor -Tub Acce4 22. Gas Pipe; Sixe & Anchors 93. Energy Compliance Certificate -Other Certificates Date 94. Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Date 23. Fixture & Transformer Clearance -ins. Protection Date 24. Elec. Receptacles Spacing -Lights & Switches at Doors Comments at Final: 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / ga. Cu or AI-A.C. Wire Size / / ga Cu or AJ 30. Range Circle / ga Cu or Al -Oven Circ. / ga Cu or Al Insulated Neutral 0 Yes 1:1 No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces- Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing oingle & Duplex) Date 65. FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties- Purlin-Roff Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection- Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One X -Check Garage 3rd Story, 2 Exits 54. Stairs; Width-Headroo m- Rise- R un -Landing- Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-UnderfIr. Access 58. Glazing Area -Glass Protection -S kyl ights- Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows 82. Following Instld./Drive D Yes j NoMalks :1 Yes �j No/Planters Yes No Date 83. Card B-1 Date Card B-1 Date 84. Card B-1 Date Card B-1 Date 85. FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection- Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing- Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector- P.R. V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. 1 nsulation- Foam- Looked in Attic 80. Guard Rails & Deck Construction- Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor Q Yes 82. Following Instld./Drive D Yes j NoMalks :1 Yes �j No/Planters Yes No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -P lumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. 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: y 0 UNTY OF BUTTE - DEPARTMENT 6F DEVELOP'MENT SERVICES - BUILDING DIVISION ,--Z 4C9 7 County Center Drive - Oroville, California t195965 9 Telephone (530) 538-7541 PERMIT NO. 4?4q— 72 (Rev. 12/96 APPLICATION AND PERMIT IkI ASSESSOR PARCEL NUMBER 'k- 040-040-069 ZONIfT lj4 1 BUILDINGPERMIT OWNER GRAIG & CARLA RIGSBTE TELEfHONE I : J__ .1 - 9GIso SO. FT. OCC. BUILDING VALUATION 20,000 OWNERS MAIUW ADDRESS 45 NEW FOSTER PLACE, CHIM 9592$` CONTRACTORS NAME EARE FIRM POOLS TELEPH?NE 30-4639 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDERS MAILING ADDRESS Total Valuation $ 20,000 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Fee $ 207.00 ARCHITECT OR ENGINEERS MAILING ADDRESS —Permit Plan Checking Fee $ 23-00 BUILDINGADDRESS 45 NEW FOSIR PLACE, CHIOO Energy Plan Checking Fee $ PERMIT FEE $ LOT NO. 4 SUBDIVISIONS NAME CUMBERS SUBDIVISION 1 PARCET MAP 1 PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF)D' Duplex 0 Mobilehome 0 Other SPECIFY Each Trap 7.00 Solar or heat pump water heater — 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New 0 Addition 0 Remodel 0 Utilities 0 Installation 0 Other 0 Describe Work: POOL, MASTER PLAN P -502-91P piping system I - 5 outlets 15.00 —Gas Building sewer 15.00 Mobile Home ISI GI W1 @20.00 - PERMIT FEE 32215. 0 - ELECTRICAL PERMIT Filing Fee 20.00 O*OV 0 R LESS Main Service .A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in -full force and effect. License Class C - :5--3 Lic. No. 1) r, OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: 0 1, 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. 0 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. 0 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00. - NEW CONST. DWELUNGffUP. OR ADDNS. & ACC. S. 0. 3.50' FT. NEW CONST. '_O Er MULT . MRQUITS @7.50 —14ON-RESID. OWE.RAP=TUS PSIN. . CIR. Ex. Occup. OUTLET OR FIXTURES 20 @ 1.00 SAL @ .50 Ex. Occup. o=,g=6.,0&) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 PW�nzlc 23.00 PERMIT FEE $ 50.00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: 0 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. EI-I'have and will maintain workers' compensation Insurance, as required by Section 3700of the Labor Code, for the performance of work for which this permit is issued. My workers' compensotion insurgape, carrier and policy number are: Carrier r MECHANICAL PERMIT Filing Fee 20.00 Heating — Cooling Hood 6.50 Ventilation PERMIT FEt $ Policy Number 1", / X— 'Y (The above sections need not be completed if the permit is for w6rk of a valuation of one hundred dollars ($100) or less.) 0 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall Jodhwith comW ith those provisions. X Date F11k.9 Signat-Lfre —of Applicant 0 Owner POContractor 0 Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stori es in heighk Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTALFEE$ 335.00 I IV This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been By ZZ Date PERMIT EXPIRES ON (L&ta) provisions to do work paid. ReceiptNo. I WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDEN ROD -APPLICANT F2 ...COUNTY OF BUTTE——' BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive 9 Oroville, CA 9 (530) 538-7541 CORRECTION NOTICE �A OWNER PERMIT No. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. 7A Date n C 7- -26 1 spector REV 4/05 Phone# FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 % COUNTY OF BUTTE BUILDING 61VISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive * Oroville, CA - (530) 538-7541 CORRECTION NOTICE 9�'- 1?70 OWNER/ PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. 1<2 All Date Inspector REV 1OX2 EXISTIN6 RESIDENCE NEPSI P64E SU5PANEL FEED EXISTIN6 HEL EXI5TIW-5 UTILITIES Now Foster Ploce 0, EX15TIW7 RE51DEW-E C PRO SEP REC V/ N, r--lAIRZ REPRE5ENT5 80UNPAR*r OF 100- SEPTIC FREE ZONE FROM HELL ON ADJA-' ENT LOT (E) C?ARArvE (E) HOLr--E 01 1�06 EXISTIN6 SEPTIC, TANK 4 LEAI-'H FIELD --- ---------------------- 4N 'a A-0 MIN. SETBAd--K LINE, TYP. i INZ L 01; L--- — — — — — . . . . . . . . . . . . . . . . . . . — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — - MO. C 21283 242. 11 N. dog. 4a' 54 17 EX15TINC7 RESIDENCE NORTHk--�- FLOOD ZONE: NO 51 TE PLAN THERE ARE NO 516NIFICANT TREE5, ROOK5 I OR 515NIFICANT 5LOPE GREGORY A. PEITZ ARCHITECT 383 Rio Undo Ave. Chico, CA. 95926 (530) 994-5719 A PROPOSED REC ROOM BUILDING LOT 4, CHAMBERS SUBDIVISION, NEW FOSTER PLACE, APN. 130-094-004 for: CRAIG RIGSBEE, PHONE # (530) 345-9740 CFHCO BUTTECOUNTY CALEFORNIA SHEET 1 of. ONE EX15TINC? RE51DEW-E NEPSI PC74E WSPANEL FEED------� EX15TIN6 HELL EX15TIN6 U NeN Fos ter Ploce FLOOD ZONE: NO so EX15TING RE51C?EW-E 0 \ROOH IN, Y N, 'ARC, REPRE5ENT5 BOVNDAR OF 100'5EPTIC FREE ZONE PRIVEHAY FROM r=LL. ON AV.MV-r-ml LOT (E) 6ARAGE (E) HOV5E 016 AR EXISTINO 5EPTI(:, TANK 10 t LEACH FIELC)N,,,. R Y .. ...................... MIN. 5ETBACK LINE, TYP. 0 No. C 21283 L--------------------------------- — — -- J/ -- — — — — — — — — — — — — — — — — — :242. 11 N. (0%7a—,q4V 64".7— L4 RESIDENC-E EXI5TIW- THERE ARE NO 515NIFICANT TRE�5, ROCK5 OR 516NIFICANT!5LOPE GREGORY A. PEITZ ARCHITECT 393 Rio Uklo Ave. Chico, CA. 95926 (530) 894-5719 51TE'FLAN A PROPOSED REC ROOM BUILDING LOT 4, CHAMBERS SUBDIVISION, NEW FOSTER PLACE, APN. 130-094-004 for: CRAIG RIGSBEE, PHONE # (530) 345-9740 CMCO BUTTE COUNTY CALIFORNIA SHEET of-. ONE -j EX15TIN* RESIDENCE *J? .0 NIS EXISTIN& RESIVEN�C-E PRO OSED REC, ROOM NEpq PC74 I- SUBPANEL FEED N, EXISTIN& HELL N, 'N' EXI5TIN(5 UTILITIES NeN Foster Ploce FLOOD ZONE: NO THERE ARE NO 510NIFICANT TREE5, ROCK5 OR 516NIFICANT 5LOFE GREGORY A. PEITZ ARCHITECT 383 Rio I ind Ave. Cldw, CA. 95926 (530) 894-5719 NORTH 51TE PLAN A PROPOSED'REC ROOM BUILDING LOT 4, CHAMBERS SUBDIVISION, NEW FOSTER PLACE, APN. 130-094-004 for: CRAIG RIGSBEE, PHONE # (530) 345-9740 C111CO BUTTECOUNTY CALIFORNIA ID A Re Ry No. C 21283 �p SHEET 1 of- NE �-N . N, . IN, r---IARr- REPRESENTS BOUNDARY OF 1OO'SEPTIC, FREE ZONE PRIVEHAY FROM 1, -ELL ON ADJACENT LOT (E) &ARA&E (E) HOUSE 0006 06 EXISTING SEPTIC, TANK LEAr-H FIELD '11\9 10 .�o MIN. 5ETE3Ar-K LINE, TYP. ---------------------- 1 1 L-------------------------------- .0 0 --70L — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — Ic — — — — — — — — — — — — — — — -- — =- 242. -Il' N. (5 deg. 4a' 54'. PT On (L EX15TINC7 RESIDENCE THERE ARE NO 510NIFICANT TREE5, ROCK5 OR 516NIFICANT 5LOFE GREGORY A. PEITZ ARCHITECT 383 Rio I ind Ave. Cldw, CA. 95926 (530) 894-5719 NORTH 51TE PLAN A PROPOSED'REC ROOM BUILDING LOT 4, CHAMBERS SUBDIVISION, NEW FOSTER PLACE, APN. 130-094-004 for: CRAIG RIGSBEE, PHONE # (530) 345-9740 C111CO BUTTECOUNTY CALIFORNIA ID A Re Ry No. C 21283 �p SHEET 1 of- NE NEH Pr74 E SUEPANEL FEED EXI5TIW--., HELL EXI5TIWv UTILITIES 7. New Foster 1061"I'l 43? V EXISTING5 RESIDENCE N, N, N, r**-�ARe- REPRESENTS BOUNDARY N, OF 100' SEPTIC FREE ZONE FROM HELL ON ADJACENT LOT 00 EX15TINC7 SEPTIC TANK 10 -H FIELD,, LEAr --------- -- ---------------------- MIN. SETOXI-K LINE, TYP. L--- — — — — — — — -------------------------------- - — — — — — — — — — — — — — — — — — — — — — — — — — — — 242. 11 N. &%clog. 4&' 54 Lu FLOOD ZONE: NO THERE ARE NO 516NIFICANT TREE5, ROOK5 OR 516NIFICANT 5LOPE GREGORY A. PEITZ ARCHITECT 383 Rio Lin& Ave. Chim, CA. 95926 (530) M5719 EXISTINO RESIDENCE 51TE PLAN A PROPOSED REC ROOM BUILDING LOT 4, CHAMBERS SUBDIVISION, NEW FOSTER PLACE, APN. 130-094-004 for: CRAIG RIGSBEE, PHONE # (530) 345-9740 CfIlCO BUTTE COUNTY CALIFORNIA Aft, 0 Ry NO. C 21283 um. IF SHEET .1 1 of. ONE -j I GENERAL SPECIFICATIONS SIZE 2OA 40AREA 730 eDEPTI-13L TOT �OZ-9 SHAPE C U STO M PERIMETER 118 TEMPLATE NO. — CUSTOM — 1 TILE SIZE 6 ., x 6 .. TILE COLOR O T S COPING BRI C K -" COPING COLOR O T S POOL CAPACITY 28000 GALS. PUMP CAPACITY I I O G.P.M. LO VE SEAT MOTOR H.P. 1112 H.P. FILTER 4 8 SO FT Ll GHT E BRICK 3 OWNER: TO DETERMINE APPROXIMATE ELEVATION N0TE SCALE 1/8" = 1100 iOF POOL ON DAY OF EXCAVATION. PLASTERV-LT GREY OWNER: POOL AREA TO BE FENCED, PER COUNTY OR CITY ORDINANCE. GATES TO BE SELF CLOSING AND SELF LATCHING. , BY OWNER iOWNERO, WET DOWN CONCRETE SHELL AT LEAST TWICE DAILY FOR 7 DAYS. DO NOT TURN ON POOL LIGHT WHEN POOL IS EMPTY. IDO NOT USE RUBBER HOSE WHEN FILLING POOL AS IT WILL MARK PLASTER. N27734 + FILTER RATE I O G.P.M. 1M TURNOVER 4 ( 2 HRS. VACUUM LINE & SKIMMER 2 ' , RETURN LINE 2 .� S T E Q S MAIN DRAIN Z r. tU SKIMMER - MODEL 2 U-3 40-0 BACKWASH TO D (S L I N E 3• OF %" FILL LINE HON VALVE U fLL FHEATER N 0 SIZE O RTU GASLINE BY: VENTED BY: No / LIGHT 500 W CLOCK 220 (v) ELECTRIC BY: C F P ELECTRICAL BONDING BY: C F I2.'- Oji POOL CLEANER p n OL VAC LOUNGE AREA CHLORINATOR NO BOARD -SIZE N 0 COLOR N 0 BOARD SUPPORTS- N 0 Tile: NO LADDER -Model NO Tile: N SA SLIDE -#1 N O coIor N 0 GA.._LLQ_ Water H�oku' ROPE RINGS N 0 W/ROPE Z FLOATS NO GRADING N 0 DIRT WALK STUB PLUMB oYES ff�-No TRACTOR SIZE TILE Z COPING G—ASAP 0 OTN DECK BY: C -F • P TREES, ETC. NO PERMIT OFFICE CONCRETE REMOVAL BY: NO SALES OFFICE RAISED BOND BEAM/ YES O NO r HEIGHT WIDTH PHONE NO. MGR. JOB N0. SALESMAN MAP BOOK N0. DATE SWIMMING POOL LEGAL DESCRIPTION NAME CRAIG, AND CA R LA RIGSBEE AP 40-040- 06 9°WN..r ADDREss 4S NEW FOSTER PL. CHICO i LOT NO: - CROSS STREETS TRACT NO RES. PHONE 34_;640 BUS. PHONE BOOK PAGE BLOCK PRINTS CARE -FREE POOLS MAILING ADDRESS S_ #9 Alyssum Way C_ Chico, California 95928 Bill Bell Contr. Lic. #380826 Phone 342-4639 AF $016.8 REV. 5-71 (2M) F A B C E LEGEND SPECIAL FLOOD HAZARD AREAS INUNDATED r BY 100 -YEAR FLOOD ZONE A No base flood elevations determined. ZONE AE Base flood elevations determined. j Bi Chico 121.45'00" ZONE AH Flood depths of i to 3 feet (usually areas BUTTE COUNTY Creek - 39.45'00" I UNINCORPORATED AREAS 121048'45" 060017 Split Flow JOINS PANEL 0345 of poinding); base flood elevations determirNed. 39.45'00" W 248 O ZONE AO depths of 1 eafeet (usually Sheet O 04 ZONE � am sloping terrain); averagedepths ELEVATION REFERENCE MARKS E a s? 9 � � -0 � determirned. For areas of alluvial (an flooding REFERENCE ELEVATION O ZO E X MARK (FEET NG V D) DESCRIPTION OF LOCATION ` velocities also determined. RM 1 2 5 0. 8 5 0.41 mile s o u t h e a s t • f H umb u r s Read CITY OF a�6' ZONE A11 Fe be protected (real Loa year flood by i n f• r s• e t i• n. B r a s s cap p o n '' ` `� / I Federal flood protection system under 1 CHICO 1 northeast c o r n e r • f b r i d g e • v e r` ONE .7 1 deterdetermine n; no base flood elevations B u t t• C r o o k, 20 f•• t I• f 1 o f 0607 �� 244 G IRK WAY Coagal flood nt•rlin• of Skyway •f "C" 181+58 K 21 _ _ c• 236 242. m < � bridge N• .. 3 7 4 -: (: o f t• County brass i O ZONE Y Coasnl Oo.d with velocity hazard (wave B�E CONY � 20 ' � ZONE VE Coastal no base Flood elevations determined. cup s t e m p• d 1 1 7 7) .` Di Chico 240 p _. flood with velocity hazard (wave - UNINCORPORATED AREAS Lfo action); base Flood elevations determined. -- -r_-- - .. --- Z R M 31 204.07 Neil vv / t a g L S 3 7 3 4 i n S wk . ■ 1 230 Creek m 060017 northwesterly corner bridge, Midway 2 �F. 19 LIMIT STUDY FLOODWAY AREAS; IN ZONE AE Read, Comanche Crook 24 5 uN'COU^� OTHER FLOOD AP?EAS 23�. t1 Cif •f Chico Israsa disc BM (MSC at � �� C� w.. R M 3 8 Y t winswell e l l 1 N\�Ue0L0T the t•P •i the northwos B O O C _ • s s D • ■ d Hort • U � r " — ZONE X Areas mf S00 -year Flood; areas u( 100 -year .., _ of the bridge across Y r hood ,with average depths of less than O • ;.: an : or with drainage areas tt Slou h on Humb•Idf Ro■d A m t @quare mileand areas protected by . o r " bar 3'. south •f ■ joint Pot• V40 � 'T1 R M 3 7 254. 5 3 5/ i r• Np levees from 100 -you Ocwd. ' north •f the north edge •f IO and 21 ZONE n. O ■vement of -Humboldt Road, : 04 Dead Hort( p C _ miles west of Bruce Read AE Slough _ = Z OTHER AREAS _._ _ - --- -- --- i I • DORADO .CERRp _ _—_---_ __ _. _ _------- -- ---- - ---- _--------- n [1 � ZONE X Areas determined to be outride Soo -year RM38 318.13 Chiseled "+" •n the fop of the headwall at the southwest corner •f ZONE A 32 floedpilain. the bridge ■cross Lit.t le Chi c• BUTTE COUNTYpO , UNINCORPORATED AREAS undetermined. _ -__ n Stilson Canyon Ro■d, 300 Crook • Y Og001T ZONED Areas In which flood hoards are LIMIT OF north of Lazy Susan Lane DETAILED STUDY M3f 275. 7i Cify •f Chic• brass d13c 8M d13C •n RM37 R , LIMIT OF ZONE X UNDEVELOPED COASTAL BARRIERS the t o p of the southeast w i n gw■ 1 1 DETAILED STIUDY of fh• bridge across Little Chic• RM3 r Butt* *Crook Diversion Channel on \\ \ Warfi•11d Read M Sl�� 344 w ON w Ln Identified Identified9Protected Areas RM40 231. 15 City of Chico brass disc BM #2C at of 19.3 the top of the northwest corn ZONE X a� Little w Y sf O S'' Coastal warrior areas are normally localted within or adjacent to Special the bridge .cress little Chic w t Butt* Cr••k Div • r s i• n Channel e n �� ZONE AE *�r Flood Huard Areas. tf Skyway Noel 1 ZONE AE w �, G �:,.. Y Y N N Little " Chico �2T FO E A Flo,odwFlo)odplaY Boundary RMi4 411.5 C.D.H. 3-1/4" brass cap inwconcrete N N a �� 2 2 n D Boundary Z ZONE stamped "Butte Crook 1174 ■t east AVON a orvi o e da sic• •f Highway 11 near Butte Creek h ZONE X ROS ti tlo,undary Dividing ding Special Flood Chr� C're �RM38 s \� N • Y. o � O Halnrd Zones, and Boundary Ln Y 0 N c� Dnvidint Areas of Different M\VL Cwustal Base Flood Elevations ti �0 CNp ` ID 28 Wiithin Special Flood Hazard y t ^sLnO Zolnes. Lnv Bats@ Flood Elevation Lino; 30 dtr s 29E -- � DO 513...........x.. Elarvation in Feet. See Map Index 25 tN�� fotr Elevation Datum. J c is 1 p O Cross Section Line i i Baso Food Elevation In Fen CITY tv �r CIT i OF liilllr0 a �d (EL 987) W'h@re Uniform Within Zone. t_ see Map Index for Elevation Datum. j M OR 060746 0RM7 X Ellevation Reference Mark u � • M2 River Mile Horizontal Coordinates Based on North � 97e0T'30", 32@22'30" American Datum of 1927 (NAD 271 Projection. 27s NOTES This map is for use in administering this National Flood Insurance Program: 1 it does not necessarily identify all areas ;su►Loa to flooding, particularly from local drainage sources of small size, or ali'lanimetric features outside ` Special Flood Hazard Areas. The community map repository should be BUTTE COUNTY WAPFIELD ROAD " 272 censuftod for mon detailed data on IBFE's, and for any information on UNINCORPORATED AREAS" . �. floedwey delineations, prier to use of 'this map for property purchase or I Oa0017 268 RM39 construction ZONE AO ::construction purposes. fi9E ZONE Areas of Special Flood Hazard (100 -year flood) include Zones A, AE, Al - "E X (DEPTH 1) " BUTTE COUNTY : 26 A30, AH: A0, A", V, VE and VI -V30. ' . r,• - � Certain areas not in Special Flood Hlanrd Areas may be protected by _ - — -UNINCORPORATED AREAS flood control structures, Z 060017 tourdaries of the floodways were computed at cross sections and - interpolated between cess sections The ftoodwaYs were based On M1 F hydraulic considerations with regard to requirements of the Federal ;;. ?6 ' ZONE X Emergency Management Agency. h . 1 ;; - Floodwa 'widths to some areas may Yre two narrow to s how Refer t e scale E yhewn at 120 inch. _ LIMIT OF ,>�" b Flo.dway Data Table where flo@IvwaY width is s _ . , - 255. _ - DETAILED STUDY ' i ZONE AE ; , : - Coastal base (Iced elwatlons applyonlb lertdward e1 0 0 NGVD, erect include a ` . the ttttdcts of wove salon: these elevations may also differ significantly from these developed by the Nanional Werther Service for hurricane 36 l Little Chico ?* Butte Creek 9 1 evacuation planning. 31 Diversion Channel - Ceq3nte limits stows are cumM M of the /ate of this map. The user w should contact Appropriate community officials to determine it corporate { 2*3 JG Z limits have changed subsequent to the issuance of this map. 33 - >- _• 236 : _ ___ — -- - .. y This map may incorporate approximate of Co astal Barrier Z --Resource establishedm Units and /or Otherwise Protected Areas established , • t _ 0 O under the Coastal Darner Improvement Act of 1"0 (FL 101-691). -'t . • ., .. BUTTE fX)i1NTY Zin see UNINCORPORATED _AREAS For community mop revision Mstoryt prier n countywide mapping, s • ._. __ _ _____O Og0017Sect on 60 of theFlood Insurance Study Mportrn' at-alrils and base) map source sea separately printed For adjoining map Pa P e Map Index. BUTTE COUNTY MAP REPOSITORY i • UNINCORPORATED AREA! +. - . , Refer to Repository L1st rep on Map Index 17 F. ray r ORPORATE s►cYwAY ZONE X ... ,�, _ .. EFFECTIVE DATE OF COUNTYWIDE FLOOD 'INSURANCE RATE MAP: z F ..,+ JUNE 8. 1998 _. .- � RM31 Opti ` . 54� eEI`uiTAR EFFECTIVE DATE(S) - -- -------- :__ _ _ OF REV/ISION(S)T0--THIS -PANEL. --_ ZONE AH m rqy I ►vAY .: - -- (EL- 203) ---- - — -_ _ o ; C 4Y _- --- ZONE AO �'� Map revised April 20. 2000 to acrid special flood hoard areas, to M (DEPTH 1) - _ "� _ - T22Nchange specialfioed hazard crus. rod to change zone designations FAIR --- C k D COMIWCHE �c OW T21N STREETCOURT MOaR 7 tF' x 7 T• determine it flood insurance is available, contact an insurance agent or I T22N e T ZONE X coy Z cell the National Fled Insurance Program at (800) 83i-fi620. tr � G T21N tr F N r APPROXIMATE SCALE IN FEET II A , s � n �F : , . ..rr.. r.r^.. _sus- +�t,r+" «t,< lr•,, >rk` 1000 0 1000 s L ,u ,. t srx� ..I ; (, „y., :3. AG' .. 't.�.q, -.. ,..: �>::_.. .}�r�k.`'• .KP < wu.. .., ,'. '�` + �• ;.: '' elf, w„ w tr 1 - a 4 TQn o,. rr i r y �Cs v, - >u. r . ,, N� a~ w :,, , I' •I„ ,. • L NATIONAL FLOOD INSURANCE PROGRAM RM +� r - - 1 6 .� o • _ _ FIRM ?3o N �o� - w FLOOD INSURANCE RATE MAP 30 A05 BUTTE COUNTY, 5 CALIFORNIA AND INCORPORATED AREAS BUTTE COUNTY UNINCORPORATED AREAS y ,, 060017 5 w PANEL 5110 OF 1200 (SEE MAP INDEX FOR PANELS NOT PRINTED) >;< n k � s: CONTAINS: _ L ZONE X COMMUNITY NUMBER PANEL SUFFIX NE X .. - ,,k - _+ ... "int: ..: - .:: •.>'"+� .`` RWC1 on LCVC• �CHICO. CITY (OF Os074a 0510 D • I NE +f_av_�r.,t"k ., r. , a,!.?+..-:: ;�.• ,. .ter 'r`• .. ." �� BUTTE CO .. rr ... - � _'�:., '"�33 ,•�•,a' H. '1,:T�= ..,. ,,:...�`�� .9 � HPC:)RPC7t1ATE0 AREASOs0017 .0510 - D FLOODING EFFECTS FROM ftUTTE CREEK ►� tom• .., ..;k RM6 4 c . MAP NUMBER 0600100510 D 6 .MAP y,► ..� ,.. REVISED: t • . , „ APRIL 20, 200 UU LU • �. , _,. 3904 1IS • or _ a 121.45'00' 39.41IS ,r JOINS PANEL 0520 Y � • .., . 121e48'45" Federal Emergency Management Agency I it I I A B C f D E' _ LEGEND SPECIAL FLOOD HAZARD AREAS INUNDATED BY 100 -YEAR FLOOD ZONE A No tune flood elevations determined. ZONE AE {ase flood elevations determined. Big Chico BUTTE COUNTY 121.45'00" ;III UNINCORPORATED AREAS it ek Fl 39.45'00" ZONE AH Flood depths of 1 to 3 feet (usually areas • 121.48'45" 060017 of ponding); base flood elevations Split Flow JOINS PANEL 0345 39 45'00" 24(3 1 W ZONE ELEVATION REFERENCE MARKS cc AE determined. 32 c� c� ZONE AO Flood deptths of 1 to 3 feet (usually sheet REFERENCE ELEVATION � MARK (FEET NGVD) DESCRIPTION OF LOCATION ZO E X 7w {" 9�0 flow on sloping as of al average depths R M 1 250. { 5 0.49 mile s o u t h e a s t o f H u m b u r g Road CITY OF Tom' determined. For areas u( alluvial (an flooding, inIaraactIan. {rats cap on 6' 1 northeast e•rn•r of bridge ever CHICO velobes also determined. l - Butl• _Croak, 20 leaf I•ff •f 0607 r^` a ONE X a*t 'r m / ZONE A97 To Ix prote,tr•d from 1(1(L�year 0,xxf by Federal Flaxl protection system under e• n f• r I i n e of Skyway of "C" 181+58 �i 244 y KIRK WAY I construction ; no base flurd elevations bridge No. 374-5(Butfe County brass v„ 236 242 _ M. _ .__ 21 determined. e a p stomped 1 1 7 7) . Big Chico 240 1..A - BUTTE COUNTY 2� / PO►p ZONE V Coastal Hood with velocity hazard (wave G action); no base flood elevations determined. R M 3 1 204. 0 7 No i i W/ t Big L S 3 7 3 4 i n S w k. a t Creek z UNINCORPORATED AREA$ northwesterly c•rn•r bridge, Midway 230 �� m 060017 N Read, Comaneh• Crook 2 y 24 O�P� 19 LIMIT 0 STUDY ZONE VE Coastal buse with velocity hoard (wave / action); tease flood elevations determined. RM 3 d 236. 6 1 Cit of Chic • b r a s a disc BM #t S C of �1 7 �N C(OUPT FLOODWAY AREAS IIN ZONE AE 1heYtop of the northwest wingwall `, • Z ' CN •f fho bridge across Dead Hers• e t ! O i ' V pL0 —00 OZONEE X IOO Areas`ofE5S ear flood; areas of 100 -year Slough on Humboldt Read �! U Vit,, R M 3 7 2154. 53 5/8' r o b e r 3' south of a joint pole � flood with average depths of less than and 211 n o r t h of the north edge o f NO WAV ;+ e m t square mile; and areas protected b I 1 foot or with drainage areas less than pavement of Humboldt Road, 04 ZONE _ miles west of Bruce Road AE Dead Horst p y �` 'F1 t7 levees from 100 -year Good. Slough DORADO CERRO = Z RM32 3114.93 Chiseled "+" on the tap of Ih• OTHER AREAS headwal l at the southwest corner of BUTTE COUNTY ZONE A 32 0 ZONE X Areas de4ermined to be outside 500 -year Ill h• b rid ! t across L i t t I• Chi c' UNINCORPORATED AREAS �✓ Ooodplatm. Creek on Stilson Canyon Road, 300 north of Lazy Susan Len • 060017 LIMIT OF ZONED Arco fin which flood hazards are R M 3 9 275. 7# City • f Chico brass disc BM #3C • n R M 37 DETAILED undetemmined. x STUDY It he t op o f t he southeast w i n gwa I I / LIMIT OF ZONE X UNDEVELOPED COAtSTAL BARRIERS • f the bridge across Li t t I• Chi c e RM3 DETAILED STUD)Y I Butt• Creek Diversion Channel on 14 War fIold Road � M sr��s°>, 344 RM40 239.95 City of Chico brass disc BM #t2C at Ih• top of the northwest corner of w If h• t r i al a a c e t a L i t t I o C h i e e ZONE X www Little / 0 Ln Identified Identified Otherwise / v f f• C r•• k D i v• r s i• n C h a n n• i o n 2923 1990 Protected Areas Skyway `'u' N ZONE AE e� Gteb`fi* € Coastal barrier areas ars normally locatedl within or adjacent to Special Flood Hazard Areas. Z RM64 319.5# C.D.H. 3-1/2 brass cap in c•ncr•fe N Iv M .�' rL o " N "' ►� _ ZONE AE ;Z Little co fir RO Floodlplain Boundary _. _. stamped "tole• Crook 1972" at east + Chico lay, ZONE A Flooc,way Boundary side of Highway 99 near Butte Crook L ANYON `... �� C ZONE X R°t� _ _ Zone D Boundary M h`CO Gree o RM38 lW Boundary Dividing Special Flood to 0N ro NW •+c * r , UN Hazarld Zones, and Boundary i ti� �h o N s Y cu03 Dividing Areas of Different N rt co N ` 0 Q 28 MtU� Coastal Base Flood Elevations • �� ' ' o Within Special Flood Hazard 30 16 p?i • Zones. 25 p 29 E gas• Flood Elevation Line: i p N -� DO �..�.^^#�513"'...'„`f"" Elevation in Foot. See Map Index I r G w for Elevation Datum. -- - _ -- - - D Cross. Section Line Gas• F uod Elevation In Feet M CITY OF CHICO r m `dAd (EL 9871 whore Uniform Within Zone. 060 / 46 01111 (i See Map Index for Elevation Datum w a RM7 X Elevation Reference Mark BE o M2 River IMile Horizontal Coordinates Based on North 57°07'30", 32.22'30" Ameriican Datum of 1927 INAD 271 Projection. 275 NOTES This map is for use in administering the National Flood Insurance Program: F in particularly from b"act n flood art BUTTE COUNTY -.-. - -- — it does notnecessarily identity all areas sup g p y__ °:. local drainage sources of small size, or all planim•tric features outside UNINCORPORATED AREAS WARFIELD ROAD 272 Special Flood Hazard Areas. The community map repository should be 060017 _ - - _ y 26d RM39 a. consulted for more detailed data on Ill and for any information on 99E construction purposes. O ZONE AO floodway delineations, prier to use of this map for property purchase or ZONE X (DEPTH 1) 261 ,`" Areas of Special Flood Hazard 1100 -year fleadl include Zones A. AE. At - BUTTE COUNTY A30, AH. AO, A", V. VE and V1 -V30. > Certain areas net in Special flood Hazard Areas may be protected by Z UNINCORPORATED AREAS flood control structures. •.. m 060617 Bourdaries of the floodways were computed at cross sections and » -. F t I interpolated between cress sections. The floodwsys were based on 1 ?60 ZONE XC hydraulic considerations with regard to requirements of the Federal / Emergency Management Agency. ~c LIMIT OF ~• 255 E Floodway widths in some areas may be to(o narrow a show to score Refer DETAILED STUDY s. ;; e to Floodway Data Table whore floodway wwdth is shown at 220 m h ZONE AE include 36 � Coastal baso flood elevations aPo!v only larndward of 0 0 NGVD. and i Little Chico - Butte Creek ?49 the effects of wave action; these Thr, rations may also drift r slgnd cantly from those developed by the Naty:-a31 Weather Service tot hurricane 31 Diversion Channel evacuation planning W) Corporate ,colts shown are current as of the .1,,,. of this map The user o J ?t9 32 W sheud contact appropriate community Officials tc determine fl corporate w I 33 Z limits have changed subsequent to the ss„ante of this map _ Z _ —_ ,_ p 236. _ —_ __ � - - - _- m This map may incorporate approximate boundaries of Coastal earner Z BUTTE COUNTY p — Z Resource System Units and /or Otherwise Protected Areas established - UNINCORPORATED AREAS I - under the Coastal Barrier Improvement Act of 1990 IPL 101-5911 � 060017For F- Sect en 6 0 community the epFloodslon Insuroance Stistory udly Report.or to countywide mapping. see .J B x UTTE COUNTY UNINCORPORATED AREAS � x �y, � For adjoining map panels and base male source see separately printed r r,. Map Index. RP :. .,, 0 ORATE Rafar to Repository Listiin on Ma Index 060017 x” PAP RnPOSIIT00RY p sKYwAY ZONE X I EFFECTIVE DlATE OF Z m P #'- : ; +tr x COUNTYWIDE FLOOD INSUJRANCE RATE MAP: RM31 °otti eEN^T^ " li 1""` r _ 4 ZONE AH �y m R JUNE 2.1'92 (EL 203) r, HAY a ' .� S ZONE AO C 1V EFFECTIVE DATE(S) OF REVISIOIN(S) TO THIS PANEL: ,1. • ornmanche 4 C (DEPTH 1) FAIR > 7y�t r z >r:nC? T22N P P C tk '� COMANCHE x r> ,4, c, , Map revised Aril 20, 2000 to adds »tial flood hazard areas, to • STREET rm COURT OAApW FA k ti change special flood hazard areas. and t(o change zone designations. x 'Tr. M 721 N T22N ,,. � rf .c�. •+�* � >'* i�. .�„ 'P > IMP` i,. r• To determine if flood insurance Is availatble, contact an insurance agent or ZONE X 2-6620. W'w.�.� _ ,,.: wwi+k< qu°., # . •.. r 1 ,fir I- '> . ,� .gip.'.:. . rr'%"�r,,s. G Z '` , .-,. . »ry'?G. `"i, >±n� , .. �,.,, � �- y . " .., S ',-rzx- �,•,:�•-a' .,.' .: , . - �� .,.Y .` t(` D call the National Flood Insurance ►rgrami at 1200163 :, "Y,:wJ.r . o '•' : yir.i. �" . .:-.:.;1ty.,.,,,,.., .;..,,r -,,: r,. �±,ec�"«"` - S"^cu :r1.•e'„ss ..�,,,r-: - a,.. _ ,. i.. ,} „ .Y,:, .- '., , ff`' ,. 5., .�'�., .r .l',,:,, , ..� _. ,.... •i.,6i; .,. rf:.. .. if„t5 �y µYR::-.. c`7 1 n. ..... _•h ,.. .. � � .., ; y '�,. . e ... • ,.. i•.ac,.i� ,�,�r .. _. ...mow =`;,�i+iL'S_)'iF „s. ,.:: t:.. x ,. ..'..;- �f•� nk�:". . .T�: .. .. cFrM .. � � .. .#R ,FFy:�.Y .. '; ''!Y ' ♦ .. :t-" .,� ::. _ : -' 1F. J .. �-,. .t. . _'3> - ,-....... '•k .. ,..:: � 11:.`f1 #.- 1. �,,.� .:p .. s n > . .. 4y„� , 'y:. _ 4 . •r a :.„ #» :. .. .. .,... «. _ :. ,,. . ,. .. �.. - + 211" t,. _ y,.. . ,. " : X .. -... 1r , .. �' ,».: , . ,., . ,[ ,:. - -+,.. � . :. -., ora.• ..... jr, „r,-, .. v. R:. ,.. .. . - . Y * : , ., . � wv. `"!t, . ... nM`. r,. .al,�""s-• „oris ,' n... ,",� s ....i* i IJ• , ! .. . ,M .#, k •. ',....,4 .. -? �, r... 7.. .}, r. ; ar}•w,. .s, . :. S�, •,ilk . �� .5,. F+ Y Z•. sf r v; � ' • ,�•-,s.>'.tH ; ,, �` �..' �.., �,.. , �^ .+ . t' i't5•«; ,'� . � . #!i.. Y.«�' +ore �� y ..t.,,_' I ,eat- .�_....,', .r,, +• .-t„� r r ..,ws,i 'r t � • ,. ,''. -.., :' *'7fY,.-.�j _ t{. . ,+��'tr'�w� ,., -- :, : ,..1!R.. .:..yi,< +...r -n. - 7�»:.,., (�V ..a.., �. r' #. ..,. .••> .. �t1F 1433K:. iTrM,j.l. .♦ �.•,. .. .- .... � .. fRr :.:r: ': - ,.i. , �_ _ ..: .. ., .., ,..,.. a. ... . -.tom. .. . Vr _: �'irr«•. x , . .. ,. -0 m.. : ..%'��1Y� ..: A IN FEET r.. n ...�.; #,.r .-,.. :`+' '` •�..• , � .:z; >•. ,. ., +tt:.t -. ,� -., �,. «- .a, .. ..1r4 APPROXIMATE SCALE �, :... k .,R r r,. ^1r8r #.,. .-.. xi., .3'M?<irs ;, , - �!nt►r++ ?MIf�4 1'� , a _ �T L k i ,, .,.�,.�... :.. rM�. 3"-._r.;f w:,s .• _':.�•�,�3:.ry :;.i : 1 >. ,. :.v5,. +�'� � e 1000 0 1000 ' .. ;!t. . :' ., �'.. •., r ,r ^i'4'. ;Mo- . #. ..-�f`4.. ,. ..< L:wl•. ., ''S". _ _..'. ��. �»�,..' .ti.':f i 4 "�- ': .- ;. _. .. ... -ka ,.. _ Mw� r -.;.:. '_..:-`..y •'-�R�'�451�� ',..• fx! ;I}:. ;,c -:r'� I : i I NVQ _ - •+'.. �,�w„ �°�: �, 'r�. cr + NATIONAL FLOOD INSURANCE PROGRAM SPEC J& r I i" �..t•+h'1w orf, ' +I.,; F t O 9j �j d 9 _ 'L FIRM �J = FLOOD INSURANCE RATE MAP 230 5 7� 9 50 �� tiG z: BUT COUNTY, CALIFORNIA AND BUTTE COUNTY ., ... INCORPORATED AREAS .10 UNINCORPORATED AREAS 060017 50 < E Of 1200 PANEL 510 (SEE MAP INDEiX FOR PANELS NOT PRINTED) 4 ZONE X CONTAINS ZONE X COMMUNITY NUMBER PANEL SUFFIX Rood on Laves FLOODING EFFECTS FROM o CHICO. CITY of Ixm7u Otto D } y rt r. BUTTE CREEK O.. x «•, v�>` . : '�c BUTTE courttY, UNINCORPORATED ,AREAS 000017 0510 D CFrpOEN s •kw F.'* = `}a1�r, a, . M r:. RM64 , X •�.. . x 12 � � .,� �.R�.;..,::4 .. :.. vrt, rC�'y�kn"'4 'ti?'�nit.'•++,-"',`a',1�i".f .. tG• . a .� z'^k''•'r;: ,as`' k'•Y Zr*:z-�X`i5': •' �'^. .- .. L! ^..c ;+s, - <,��' •?"� ,��,:. par ifr.: �'�,. `i r >,, s t .job < My ,, iti+ s, '• s, - . i MWITDILL r`: ra Y1 I ,. .. 1 i�f�...'ttt « i� �, ....�t., .,r.. .. ,•# . ,:'�r.... t: ., , :I 4 - _ _ J ..,..�•r{..-9sM'.: ._ ,.�•'�. .. �,�- .. • MAP NUMBER I 6 ,;.� � a �,. �` �►. �:.w., � :. ,:. ��'� ..' 0600700510 D y ryr�It�. �� ,.. � ;_.,. .. � o ► ,art � �� ,,,�., �,�� ' � '� #•C' ...tic„ii• :�. :,CIA y , REVISED: CM W N MAP RE S .. ..E 'qpM .. G.'i' y..# ,�a.' Y.♦ `f a P'_. yar,,, � 3'J•41'15”39'41'15" w z APRIL 20, 2000 121.40'45" JOINS PANEL 0520 121045'00" i i I • I Federal Emergency Management Agency I l .,,�,..,_,,+n..,-..,,...�,...�,..�.e„r.�,R:: �•..-,,..>•sae.s,.u•::,..-„•oar;rn,e.W--w..rr.-.s;.ca�•:-E'^.-:':�"^"Ti,.,.,�.,,.r^^'"".,'+R ,r,,..*^^ Ta^�„ ....__. ,E' i `�'-::. /3o- g� Fly. Atm *Celt 10 FEET sOl-ff t Or Lr Or GUTTER SS FEET 3 SCKJ"I"M OF Ine MAST stom l"Sm LINE. ELL E'L.. « 207.4E BtrM COVI�t't"Y DATUM WN! i WELL I � ` f 100' LEACMFIELO FREE SETBACK LINE I 100' LEACHFIEt.d FREE— I SETBACK Ltt4E . so. 2 3, tr6e 4 \ Ff. 2oa.a F.F. • 207.E �" FT. = 20T.T F.F.. y w� i \ / WELL SITE \ I 3d' dLMLCWi WELL SITE I ' SE MACK LINE 1 • 1. THIS AtxIiTIO11At. Mt tNEET SNOWS ADDITIONAL tNFO1MMTION WHICH IS ' 1 , I • �""r ""*•. FOR INFONMTIONIAL PURPOSES O"LY KSCRJfIX CONDITIONS AS Of THE OAT[ OF APPROVAL AND IS NOT INTbAED TO AFFECT RECORD TITLE • • ____L � � ` INTEREST. �\ 1 N OEYELOtMIEN"t' OF PARCELS WITHIN 111E SWITISIOR PAY KSUWECT TO � ,• __ ..._. _... _ o -- . _ __ __. __ ..... _ _ _.. _ _ _ � _ • -' ` � \ PAYMENT OF SCMIIOt. FEES. 3. FIRE Su"WESSIONI SPRINKLER STSTEMMt VKL tE INSTALLED IN ALL \ , RESIDENTIAL STKCMES IN ACCONOME WITH THE NATIONAL FIRE \ \ 30' 20' \ PROTECTION ASSOiCIATION STANOARD FOR THE INSTALLATION Of SPRINKLER SYSTEMS IN ONE SAND TIM EMILY INIELLINIS AND NWILE HOMES NFPA T STANOW is 0 W1A.Efi A tlMEir1 D tomwiNTY Ulm WITH I \ : tPRVTI � \ 5 , ,,� ""rYt cMnr PrIE oRrA+rrr+Ie�T sPE�, NEW FOSTER PLACE / ` 4. dlYl3.ommew VF FARM! WHIN THE MwAMON MM► aamcr TO Sm THE PARCELL& Ff. • 20x.1 PK M MT OF WRIER APR! TCNDlR l'MMwMIWNT r[Ws i N ; ' \ . S. 0MLOPNENT OF '"ACtL'S WITHIN TIME NWIVIStON MY K SW RCT TO / PAYMENT OF SNERCIFF'S DEPART}IENT FACILITIES FEES. r"" • • t �,/ M. HOOD S1+OME ANO FIREPLACE INSERTS MULLEN IN ANY HDNE WITHIN THIS WELL SITE SUIOIVISIOII SHALL K EM APPROVER AND OES AHED TO MEET EMISSIONS I ' WELL SITE / I / STANDARDS Of THE CALIFORNIA CLEAN AIR ACT OF 19M AS AMENOEO. I , 9t# G WELL SITE \ t. THE PROPERTY TO THE WRI OF 3PEEM IDLANE ENTS W�TitJ�TNis ALLLO�trJSJON f IAOIISTRIAI IA110CT TO DORS � I \ / \ / MAY ME SUMIJECT TO NOISE ODORS, ANO OTHER ACTIVITIES NOT NO'R�MLLY 0, 2Cr EXPECTED WITHIN A RES tifINTIAI AREA. /\ 11. RESIDENCES CONSTRUCTED ON LOTS 1 i, 1 AND ! SIMLL K COKSTRt1CTE0 r WITH EXTERIOR MALLS HAVING AN STE RATiNC 00 LESS THAN 45. 50* I / \ 9. THE PROPERTY SW*OtlNOINi THIS Sill I"StON IS Mn TO ALLOW i �/ \ / AGRICULTURE USE'S. RESIDENTS WITHIN THIS AWIVISION MY /E 1 7 SMELT TO NOISE, ODORS, SPMYINM AND OTHER ANNICtKTUAAI - ..� `�` ..--� / ACTIVITIES NOT NONMLLY EXPECTED WITHIN A RESIDENTIAL AREA. F.F. = 207.3 F.F. = 207.3 Ff. • 207.1 FT. • 207.5 10. M ACCORDANCE WITH TME PM!'yVIIION�S(W TM i1J"t'T'ErC+'O�t�lNy1"yDE. YAND A iINEEI � W � ME III ASSESSED 4V L rM t FN4tSFr FLOOR tTYPJ ,- 'fLAND VNISIN XT L NSE 'TM A iIt�JIL;p " UDR STT CrJK CoIMR'rll01N PARM VA I �ucm DOT ►� IC►0 LEACHFIELO FREEOR PARCID. TW TOM ALIMTM OR19 WMT0 AN i SETBACK LNME , %� Ek TNMt WLMI'll " OR V �1 TUK � � MAwISi 1lfSt&TS 1 IN Ail EXPANMM OF TME lrt.00R AMA Or TME VA MN OR ITRUCTURE Olt AT IW 7W A I TW UK Of SIUW LOT OR PAINCtEL� ONRAAW 6A-bM 00 !1`1KIC'ft�J11E LOCXM r4CEM 1Ir H M NESUl.tS M AN NOWAK 14 TME N XAKR OF IA M VlMMt TRIP'S IrEMEIiATlrD Mitt TME UK Of TW LOT 04 P'AIRCEL OR AMY' #UM.M$ I OR STRUCTURE LMATED THERE(N. i THE FIRS I MJlt.DW PM I WSUM SMALL OMWC TME CO11lTRtiC11ON II. of AN NISROLMSD 10"o $ALUM #sWIN1 Pool EOUIPR'M WITM A DRAT MNS COPNIECTION Olt ORAF M ACCESS AS A~V'[Mf Irf TME PV TE COtl M EXIST" FIRE 0"ARTWIEflff' WUA A h1ESr11 M 0911001" W" 4 wITM WELL FN►111RAm TIMI MRJm COUNTY m DEPMIMAIT moECN"ommmII.. MEMVi THE 1M111MA, IL 1'W NN@W MOM ftooft11'`i I"I" Al1E'Wor' KT'!I PM N�r+e�rMr 1�L�a�o"t^it�rrTralM CHAMBERS SUBDIVISION A StR OMSM OF LOT 3 OF THE REVISED MAP OF 2r#f SVMMSION Of THE J. F. ENTER RA" PJTTE CMM, CAL F'CM!'NIA tit JACK 6 SEVEMY CHAMM" C1vrl tMMeIsrRMitt»S gas rM stmtt CICO. CAtff(A"A ". 12• 13o 96� Px. AND IIMe" 1.0 FILET SOUTM OF IP Or 4UTT'ER 1" FELT It SOUTH OF n4 "ST sUCICMVNMOlI LAME. EL. • 207.44 BUTTE COW" DATUM EXISTING r WELL r 100' LEACMFIELD FREE SETBACK LiNE �., 100' LEACHFIELD FREE - — SETBACK LPOE F.F.. 207.5 _. _ \ F.F. = 207.7 Ff. yl�a.4 FT. = 208.8 W / t E WELL SITE BO' MAI)" WELL SITE' SETBACK LINErm r ' • r.•.. •...,,,` I. THIS AMITIdMI INP MET SNOWS AMITIONK fNFOiMMTIdi MNICH IS FOR INFORMTIONAL PURPOSES ONLY DESCRIIINC CONDITIONS AS OF THE o • ! DATE OF A"ROVAIL AND IS NOT INTEiRi TO AFFECT RECORD TITLE INTEREST. 2.. DEIIELOPPINT OF FRRCELS WITHIN THE SUIDITISION MY tE SUWECT TO PAYMENT Of SCHOOL FEES. \ , S. FIRE StA'MRESSIONI 3MIINKLn Sys, OWL NE INSTALLED IN ALL RESIDENTIAL STRWCTMES in ACCO1rIMICE WITH THE NATIONAL FIRE - SO' 20' MOTECTION ASIMIATION STANDARD FIN! THE INSTALLATION OF S►RINKLER � ro. l \ niido i�r>N � rRr,I� LAY eE HDI�s�rA NEW FOSTER PLACE ` tPRVT� � ► T PLATE COUNTY FM OEPAIt' WWMT VEd�FMM, SM THE "ACEIA' FT. = 204.1 4. OEVQt>r[MrMT LIF' P"RM1Clt.A URMII>ll f1ME A AMIIIIWON MMr M lililCiCT TO PXYMEMT OF low AND TCWl" EiIA►M1EMT /EEs. / N -- • , i `� _ S. PAYMENT TSH�ItIfW OEWIIRTNtN THE WIVISION MY Of SIAJECT TO 1 TMENT FACILITIES FEES. i �'`•,.,�...,,,• ''/ WELL SITE A. MOOD STOVE AND EIit MXt INSERTS INSTALLED IN ANY MORE WITNIN THIS SUMDIVISION SHALL Of EPA A""VO AND VISIONED TO MEET EMISSIONS . WELL SITE WELL SiTE STAHDARDS OF THE CALIFORNIA CLEAN AIR ACT OF I9M AS AMENDED. SETBACK Li[VE / I. THE PROTO THE NORTH OF 3FEEsiWAY UTNE 13 YONED TO ALLOW ,/ PERTY 30, 1 1 INDUSTRIAL AND COMMERCIAL YSES. RESIDENTS WITNIN THIS SUIOIrrsION 2b' \ \ / MAY RE SUWECT TO NOISE ODORS, AND OTHER ACTIVITiES HOT NORMALLY \ EXPECTED WITHIN A RESIOLINTIAL AREA. t. RESIDENCES a0 ( \ \ / CONSTRUCTED ON LOTS I 2, 1 AND 1 SWELL !E CONSTRUCTED / \ WITH EXTERIOR WALLS HAVINC AN Sit RATIHC MO LESS THAN 45. \'� `. �- / 3. A6�'RICW"MKUSES. RESIDE? I MIMNWIISSISN�DIt►�IS� T ALAy OE I ' 9 '� E - ` "i s SuwECT TO NOISE, DOORS, SPIMYIi $ AND OTHER AMICULTUML F.F. = 207.4 --- "� ACTIVITIES NOT NdR1"MIIY EXPECTED WITHIN A RESIDENTIAL AREA. j FT. 207.3 F.F. = 207.3 F.F. * 207.5 10. IN ACCO? am" MNMTM TME MAOYNiE1q>j OF TME wm C&A" CODE, _ A a I REE 1 FACLfrY FOIE WILL K ANISM AND LEM t FNrISH FLOOR tT j 1 /�'� 11fOM TME fIIMNIER! OF ANY WOT OR IN�ICt�t. MM'TMIN'T1�iM LAAO dVIz10N 1k"i' 100' LEACHFiELD FREE•'' THETMTA NEW 14UUMYM OR >I<TRUC't;' W N COMM' MXTED ON P"LOT � � OR P. AT TWE TIME AN AVOW01 OR AiIOMON N PAM TO AN SETBACK LiNE , teEldtTlNs 9ML OiwN OR STMiCYM ON SM Uff OR FA#t'.U. MIIMICN "LTS Of AN SWAN" IOF TN[ FLAOR AREA Of THE reJN„I" OR sTMllil."1'tIRE CM AT THC TW AA CMMMK OR tXftfN/IW IN VAK 14 TOME UK Of I 9" UOT• OR PAINCEi. OR ANY 4tfR;IOMNM 00 lTRUI"i M LOCA M THERM 1INM4CM "VS Of AN $*MAW N TME iN4JMIM OF MOTOR VCNKLM TRWPf Mt:IMCIIAT l MK THE UK OF 'TAME LOT OR PWIL OR ANY OUR." OR STRUCTM LCOCATMD ?"MON. IL THE FNtAT BUL ONpM F'EMMM'I NOM SMALL NICLUK 7W CMI RUC I ON OF AN MMROUM� NO.O00 HALON MON" POW. MMUPM WITH A DiMf'TNOW EOdST`INO 0OIINECT10Ni OR DMtA"M ACCCU AS APPROV0 MY iW MUTTS COUKTY FM A DMPAIRY11U V^Mli A PISHI CT E'ER MITA WELL HYOItA111'! TIMT Mf MU'I'TE COMITY r'MME DEPMIMNT iPEdPi�PiCI11MM[ TME i'vc" m::: T w AfMrm room PLO* NrITNNi w WWI" wown fm IOCE11'EJllt l'1�1'I"RtFiNfYI'Ilrl CHAMBERS SUBDIVISION A StJMM1Sl'ON OF LOT 3 OF THE RASED MAP OF 2M StMMSOON O THE J, F, VMER RANCH, MJTTE CM)NTY, CALIA JACK 6 DEVERL.Y CHAFERS CML towl"fiR! "s tip STRt[t CWO. CAUrOMMA ". 92• AI T. IM oom SHVET 3 OF 3 GREGORY A. PEITZ ARCHITECT 383 RIO UNDO AVE. CHICO CA 95926 (530) 894-5719 Structural Calculations For: i�IC�SPY /moo+�c'�Ai L -VC/ p wo 4Z Av LOAD SUMMARY Wind Anal Normal force method, exposure B, 75 mph wind speed P=CeCgQsI WALLS P =.62 * 1.3 * 14.5 * 1.0 =.01 17 ksf@ 15 ft. P = .67 * 1.3 * 14.5 * 1.0 = .0126 ksf @ 20 ft. P = .72 * 1.3 * 14.5 * 1.0 = .0 13 6 ksf @ 25 ft. P = .76 * 1.3 * 14.5 * 1.0 = .0143 ksf @ 30 ft. ROOFS 2.12 TO LESS THAN 9:12 P = .62 * 1.0 * 14.5 * 1.0 = .009 ksf.@ 15 ft. P = .67 * 1.0 * 14.5 * 1.0 = .010 ksf. @ 20 ft. P=.72* 1.0* 14.5* 1.0-.011 ksf. n 25 R. P =.76 * 1.0 * 14.5 * 1.0 =.01 I ksf @ 30 ft. ROOFS 9:12 TO 12:12 P = .62 * 1. 1 * 14.5 * 1.0 = .0 10 ksf@ 15 ft. P = .67 * 1. 1 * 14.5 * 1.0 = .0 11. kst@2.0ft. P=.72*1.1*14.5*1.0=.012 ksf @25 ft. P -.76 * 1.1 * 14.5 * 1.0 =.012 kst @ 30 ft. Seismic Analysis Static Method V = 2.5 Ca (w) - 2.5 * .36 = .1636 (w) @ plywd. shear walls R 5.5 V - 2.5 Ca (w) = 2.5 * .36 = .20 (w) @ plaster and gyp. bd. shear walls R 4.5 Grayit Loads • ROOF LOADS: 10 psf dead load + 16 psf. live load =.26 psf total load FLOOR LOADS: 10 psf dead load + 40 psf. live load = 50 psf total load WALL LOADS: 12 psf @ 3 -coat plaster exterior walls; E psf @ interior walls; 10 psf @ exterior walls with 1 -coat stucco or siding W W W S x N 0 Nf Lnoo C4 Mir M N N MNtV a 'Z•d/ IZZ /-c v 4ck -f-i'a ,t„7 (.o <<>> -r Of vtz) ( s,,s )(;opt C�3ca • qS .�- p2214s ........... SHEARWALLS Roof Beamf 2001 California Building Code (01 NDS)1 Ver: 6.00.7 By: Greg Peitz , Architect on: 10-30-2005: 9:45:55 PM Proiect: LUCIANO RIGSBY ADDITION - Location: SLIDING GLASS DOOR HEADER FT -LB Summary:. 1490 IN x 7.5 IN x 8.4 FT / i#1 -Douglas Fir -Larch -Dry Use Sreq= Section Adequate By: 77.1% Controlling Factor. Section Modulus / Depth Required 5.64 In Deflections: S= Dead Load: DLD= Live Load: LLD= Total Load: TLD= Reactions (Each End): IN2 Live Load: LL-Rxn= Dead Load: DL-Rxn= Total Load: TL-Rxn= Bearing Length Required (Beam only, support capacity not checked): BL= Beam Data: Span: L= Maximum Unbraced Span: Lu= Pitch Of Roof: RP= Live Load Deflect. Criteria: U Total Load Deflect. Criteria: U Non -Snow Live Load: Roof Loaded Area: RLA= Live Load Method: Method = Roof Loading: Roof Live Load -Side One: LL1= Roof Dead Load -Side One: DL1= Tributary Width -Side One: TW1= Roof Live Load -Side Two: LL2= Roof Dead Load -Side Two: DL2= Tributary Width -Side Two: TW2= Roof Duration Factor. Cd= Beam Self Weight: BSW= Slope/Pitch Adiusted Lengths and Loads: Adiusted Beam Length: Ladi= Beam Uniform Live Load: wL= Beam Uniform Dead Load: wD adi= Total Uniform Load: WT= Properties For: #1- Douglas Fir -Larch Bending Stress: Fb= Shear Stress: Fv-- Modulus of Elasticity: E_ Stress Perpendicular to Grain: Fcaerp= Adjusted Properties Fb' (Tension): Fb'= Adjustment Factors: Cd=1.25 Cf--1.00 FV:Fv= Adiustment Factors: Cd=1.25 Design Requirements: Controlling Moment: 4.2 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: At a distance d from support. Critical shear created by combining all dead and live loads. Q"risons With Required Sections: Section Modulus (Moment): Area (Shear): Moment of Inertia (Deflection): 0.06 IN 0.09 IN = L/1160 0.15 IN = L/675 1008 LB 725 LB 1733 LB 0.50 IN 8.4 FT 0.0 FT 5 :12 240 180 126.0 SF One 16.0 PSF 10.0 PSF 14.0 FT 16.0 PSF 10.0 PSF 1.0 FT 1.25 10 PLF 8.4 FT 240 PLF 173 PLF 413 PLF 1200 PSI 170 PSI 1600000 PSI 625 PSI 1500 PSI 213 PSI M= 3638 FT -LB V= 1490 LB Sreq= 29.11 IN3 S= 51.56 IN3 Areq= 10.52 IN2 A= 41.25 IN2 Ireq= 51.57 IN4 1= 193.36 IN4 5 CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CFAR Page 1 Project Title RIGSBEE REC. ROOM Date..11/30/05 15:29:05 Project Address........ " CHICO, CA -v7.10- I Documentation Author... Gregory A. Peitz --"-"-"' I Building Permit # I Gregory A. Peitz Architect 383 Rio Lindo Ave. I Plan Check / Date I Chico, CA 95926 I I 530-894-5719 Field Check/ Date I Climate Zone........... 11 —"--"- Compliance Method...... MICROPAS7 v7.10 for 2005 Standards by Enercomp, Inc. MICROPAS7 v7.10 File-LUCIRIGS Wth-CTZ11S05 Program -FORM CF -1R User#-MP2330 User -Gregory A. Peitz Architec Run -Base Case I ------------- MICROPAS7 ENERGY USE SUMMARY = = Energy Use �~ Standard Proposed Compliance = (kTDV/sf-yr) Design Design Margin = = Space Heating.......... 20.77 15.76 5.01 = Space Cooling.......... 25.61 28.69 -3.08 - = Water Heating.......... 16.56 16.38 0.18 = Total 62.94 60.83 2.11 = *-" Building complies with Computer Performance --- HERS Verification Required for Compliance'""' - GENERAL INFORMATION HERS Verification Verification.......... Required Conditioned Floor Area..... 1146 sf Building Type .............. Single Family Detached Construction Type ......... New Fuel Type ................. NaturalGas Building Front Orientation. Front Facing 165 deg (S) Number of Dwelling Units... 1 Number of Building Stories. 1 Weather Data Type.......... FullYear Floor Construction Type.... Slab On Grade Number of Building Zones... 1 Conditioned Volume......... 11460 cf Slab -On -Grade Area......... 1146 sf Glazing Percentage......... 26.7 % of floor area Average Glazing U -factor... 0.35 Btu/hr-sf-F Average Glazing SHGC....... 0.34 Average Ceiling Height..... 10 ft O6 _ 01b -:::7' BUTTE COUNTY BUILDING DIVISION APPROVED oZ/l/ec CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 2 = Project Title __RIGSBEE REC. ROOM Date..I 1/30105 15_29:05______________________ MICROPAS7 v7.10 File-LUCIRIGS Wth-CTZ11 S05 Program -FORM CF -1 R I ' User#-MP2330 User -Gregory A. Peitz Architec Run -Base Case ----------------- ---------- -- BUILDING ZONE INFORMATION Floor # of # o� f Cond- Thermo- Vent Vent Verified Area Volume Dwell Peop- it- stat Height Area Leakage or Zone Type (sf) (cf) Units le ioned Type (ft) (f) Residence 1146 11460 1.00 4.0 Yes Setback 2.0 Standard No PERIMETER LOSSES Appendix Length F2 Insul Solar IV Location/ Surface (ft) Factor R-val Gains Reference Comments 8 SlabEdge 138 0.760 R-0 No None To Outside FENESTRATION SURFACES Exterior Area U- Act Shade Orientation (sf) factor SHGC Azm Tilt Type Location/Comments 1 Wind Front (SW) 10.0 0.350 0.320 210 90 Standard 1/Vinyl/Wood Fixed Low E 2 Wind Left (W) 50.0 0.350 0.320 255 90 Standard 2Mnyl/Wood Operable Lo 3 Wind Left (NW) 10.0 0.350 0.320 300 90 Standard 3/Vinyl/Wood Fixed Low E 4 Wind Back (N) 9.0 0.350 0.320 345 90 Standard 4/Vinyl/Wood Operable Lo 5 Door Right (E) 20.0 0.350 0.350 75 90 Standard 5/Vinyl/Wood Patio Door 6 Door Right (E) 64.0 0.350 0.350 75 90 Standard 6/Vinyl/Wood Patio Door 7 Door Front (S) 64.0 0.350 0.350165 90 Standard 7/Vinyl/Wood Patio Door 8 Door Front (S)64.0 0. l 9 Wind Front (S) 15. 350 0.320 165 90 Standard 9/Vinyl/Wood Operab 15.0 0e Lo OPAQUE SURFACES U- Sheath- Solar Appendix Frame Area fact- Cavityct ns IV Location/ Surface Type(o R-vaAAzm Tilt Reference Comments 1 Wall Wood 257 0.068 13 4 165 255 90 Yes IV.9 C3 FRONT 90 Yes IV.9 C3 LEFT 2 Wall Wood 190 0.068 13 4 Wood 391 0.068 13 4 345 90 Yes IV.9 C3 BACK 3 Wall 4 Wall Wood 196 0.068 13 4 75 90 Yes IV.9 C3 RIGHT 90 Yes IV.9 C3 RIGHT 5 Wall Wood 180.068 13 4 210 Wood 18 0.068 13 4 300 90 Yes IV.9 C3 RIGHT 6 Wall 7 Roof n/a 1146 0.025 38 0 n/a 0 Yes None Attic PERIMETER LOSSES Appendix Length F2 Insul Solar IV Location/ Surface (ft) Factor R-val Gains Reference Comments 8 SlabEdge 138 0.760 R-0 No None To Outside FENESTRATION SURFACES Exterior Area U- Act Shade Orientation (sf) factor SHGC Azm Tilt Type Location/Comments 1 Wind Front (SW) 10.0 0.350 0.320 210 90 Standard 1/Vinyl/Wood Fixed Low E 2 Wind Left (W) 50.0 0.350 0.320 255 90 Standard 2Mnyl/Wood Operable Lo 3 Wind Left (NW) 10.0 0.350 0.320 300 90 Standard 3/Vinyl/Wood Fixed Low E 4 Wind Back (N) 9.0 0.350 0.320 345 90 Standard 4/Vinyl/Wood Operable Lo 5 Door Right (E) 20.0 0.350 0.350 75 90 Standard 5/Vinyl/Wood Patio Door 6 Door Right (E) 64.0 0.350 0.350 75 90 Standard 6/Vinyl/Wood Patio Door 7 Door Front (S) 64.0 0.350 0.350165 90 Standard 7/Vinyl/Wood Patio Door 8 Door Front (S)64.0 0. l 9 Wind Front (S) 15. 350 0.320 165 90 Standard 9/Vinyl/Wood Operab 15.0 0e Lo CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CFAR Page 3 Project Title _ RIGSBEE REC. ROOM Date..1 1/30/05 15_29:05____________ j _ MICROPAS7 v7.10 File-LUCIRIGS Wth-CTZ11 S05 Program -FORM CF -1 R i User#-MP2330 User -Gregory A. Peitz Architec Run -Base Case SLAB SURFACES Area Slab Type (sf) Standard Slab 1146 HVAC SYSTEMS Verified Number Verified Verified Verified Verified Maximum System of Minimum Refrig Charge Adequate Fan Watt Cooling Type Systems Efficiency EER or TXV Airflow Draw Capacity Furnace 1 0.800 AFUE n/a M n/a w n/a n/a n/a ACSplit 1 13.00 SEER No Yes No No No HVAC SIZING Verified Total Sensible Design Maximum Heating Cooling Cooling Cooling System Load Load Capacity Capacity Type (Btu/hr) (Btu/hr) (Btu/hr) (Btu/hr) Furnace _ 25687 n/a n/a n/a ACSplit n/a 19468 23347 n/a Sizing Location............ CHICO EXP STA Winter Outside Design...... 22 F Winter Inside Design....... 70 F Summer Outside Design...... 100 F Summer Inside Design....... 75 F Summer Range ............... 37 F DUCT SYSTEMS Verified Verified Verified System Duct Duct Duct Surface Buried Type Location R -value Leakage Area Ducts Furnace Attic R-4.2 Yes No No ACSplit Attic R-4.2 Yes No No CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 4 ------------------------------ Project Title.......... RIGSBEE REC. ROOM Date..11/30/05 15:29:05 ------------------------------ MICROPAS7 v7.10 File-LUCIRIGS Wth-CTZ11S05 Program -FORM CF -1R User#-MP2330 User -Gregory A. Peitz Architec Run -Base Case I WATER HEATING SYSTEMS Number Tank External Heater in Energy Size Insulation Tank Type Type Distribution Type System Factor (gal) R -value 1 Storage NGas N Standard 1 0.58 50 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS Items in this section should be documented on the plans, *** installed to manufacturer and CEC specifications, and verified during plan check and field inspection. *" This building incorporates a HERS verified Refrigerant Charge test or a HERS verified Thermostatic Expansion Valve (TXV). If a cooling system is not installed, then HERS verification is not necessary. This building incorporates HERS verified Duct Leakage. HERS REQUIRED VERIFICATION *** Items in this section require field testing and/or *** *'* verification by a certified home energy rater under "** the supervision of a CEC-approved HERS provider using" *** CEC approved testing and/or verification methods and *" *** must be reported on the CF -4R installation certificate.'"" This building incorporates a HERS verified Refrigerant Charge test or a HERS verified Thermostatic Expansion Valve (TXV). If a cooling system is not installed, then HERS verification is not necessary. This building incorporates HERS verified Duct Leakage. Target leakage is calculated and documented on the CF -4R. If the measured CFM is above the target, then corrective action must be taken to reduce the duct leakage and then must be retested. Alternatively, the compliance calculations could be redone without duct testing. If ducts are not installed, then HERS verification is not necessary. REMARKS CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 5 Project Title.......... RIGSBEE REC. ROOM Date..11/30/05 15:29:05 MICROPAS7 v7.10 File -LUCIRIGS Wth-CTZ11 S05 Program -FORM CF -1 R User*-MP2330 User -Gregory A. Peitz Architec Run -Base Case COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with 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. DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... GREGORY A. PEITZ Name.... Gregory A. Peitz Company. GREGORY PEITZ ARCHITECT Company. Gregory A. Peitz Architect Address. 383 RIO UNDO AVE Address. 383 Rio Lindo Ave. CHICO, CA 95926 Chico, CA 95926 Phone... (530) 89 -5719 Phone... 530-894-5719 License. C2128 Signed.. "_Z, 10. Signed../ I (date) (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF -1R Page 1 --------------------------------- Project Title.......... RIGSBEE REC. ROOM Date..11/30/05 15:29:05 Project Address........`*"* CHICO, CA *v7.10* Documentation Author... Gregory A. Peitz '"****" Building Permit # I Gregory A. Peitz Architect I 383 Rio Lindo Ave. Plan Check / Date Chico, CA 95926 530-894-5719 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS7 v7.10 for 2005 Standards by Enercomp, Inc. MICROPAS7 v7.10 File-LUCIRIGS Wth-CTZ11S05 Program -FORM MF -1R User#-MP2330 User -Gregory A. Peitz Architec Run -Base Case I Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. More stringent compliance requirements from the Certificate of Compliance supersede the items marked with an asterisk ("). 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. BUILDING ENVELOPE MEASURES De- En- sign- force- n/a er ment *150(2): Minimum R-19 insulation in wood framed ceiling or equivalent U -factor in metal frame ceiling )I - 150(b): Loose fill insulation manufacturer's labeled R -Value X,_ *150(c): Minimum R-13 wall insulation in wood framed wails or equivalent U -factor in metal frame walls (does not apply to exterior mass walls) k *150(d): Minimum R-13 raised floor insulation in framed floors or equivalent U -factor _X_ 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door covering the entire opening of the firebox _K_ b. Outside air intake with damper and control, flue damper and control 2. No continuous burning gas pilot lights allowed _ 150(f): Air retarding wrap installed to comply with Sec. 151 meets requirements specified in ACM Residential Manual_ 150(g): Vapor barriers mandatory in Climate Zones 14,16 only -A- 150(l): Slab edge insulation - water absorption rate for the insulation material without facings no greater than 0.3%, water vapor permeance rate no greater than 2.0 permrnch _ 118: Insulation specified or installed meets insulation quality standards. Indicate type and include CF -6R form ,4- 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage K 2. Fenestration products (except field -fabricated) have MANDATORY MEASURES CHECKLIST: RESIDENTIAL MFA R Page 2 Project Title_ __RIGSBEEREC_ROOMDate._11/30/0515_29:05______________________ MICROPAS7 v7.10 File-LUCIRIGS Wth-CTZ11S05 Program -FORM MIFAR User#-MP2330 User -Gregory A. Peitz Architec Run -Base Case label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification X 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed --�K SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES De- En- sign- force n/a er ment 110-113: HVAC equipment, water heaters, showerheads and 1C faucets certified by the Energy Commission 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA y- 150(): Setback thermostat on all applicable heating and/or cooling systems **L- 1500): Water system pipe and tank insulation and cooling systems line insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be extemaily wrapped with insulation �-- having an installed thermal resistance of R12 or greater 2. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 internal and indicated on the exterior of the tank showing the R -value ,L.. 3. The following piping is insulated according to Table 150-A/B or Equation 150-A Insulation Thickness: 1. First 5 feet of hot and cold water pipes closest to , water heater tank, non -recirculating systems, and entire length of recirculating sections of hot water pipes shall be insulated to Table 150B .� 2. Cooling system piping (suction, chilled water, or brine lines), piping insulated between heating source and indirect hot water tank shall be insulated to Table 150-B and Equation 150-A �_ 4. Steam hydronic heating systems or hot water syst X s >15 psi, meet requirements of Table 123-A 5. Insulation must be protected from damage, including that due x to sunlight, moisture, equipment maintenance and wind 6. Insulation for chilled water piping and refrigerant suction piping includes a vapor retardant or is enclosed entirely in conditioned space _LC. -- 7. Solar water -heating systems/collectors are certified by the Solar Rating and Certification Corporation '_ *150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and insulated to meet the requirements of the CMC Sections 601, 602, 603, 604, 605 and Standard 6-5; supply -air and retum-air ducts and plenums are insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, or other duct -closure system that meets the applicable requirements of UL 181, MANDATORY MEASURES CHECKLIST: RESIDENTIAL MFA R Page 3 Project Title.......... RIGSBEE REC. ROOM Date.. 11/30/0515:29:05 MICROPAS7 v7.10 File-LUCIRIGS Wth-CTZ11S05 Program -FORM MF -1R User#-MP2330 User -Gregory A. Peitz Architec Run -Base Case UL 1 81A, or UL 1 a1 B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used 2. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross-sectional area of the ducts 1C 3. Joints and seams of duct systems and their components shall not be sealed with cloth backed rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands 4. Exhaust fan systems have back draft or automatic dampers k 5. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers _X,_ 6. Protection of Insulation. Insulation shall be protected from damage due to sunlight, moisture, equipment mainten- ance and wind. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material k 7. Flexible ducts cannot have porous inner cores X 114: Pool and Spa Heating Systems and Equipment 1. A thermal efficiency that complies with the Appliance Efficiency Regulations, on-off switch mounted outside of the heater, weatherproof operating instructions, no electric resistance heating and no pilot light 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating b. Cover for outdoor pools or outdoor spas. X, 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 Btu/hr) 'X _ 118(1): Cool Roof material meets specified criteria RESIDENTIAL LIGHTING MEASURES De- En- sign- force n/a er ment 150(k)1: HIGH EFFICACY LUMINAIRES OTHER THAN OUTDOOR HID: contain only high efficacy lamps as outlined in Table 150-C, and do not contain a medium screw base socket (E24/E26). Ballast for lamps 13 watts or greater are electronic MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF_1R _ Page 4 Project Title__ _RIGSBEE REC. ROOM Date._11/30/05 15_29:05______________________ MICROPAS7 v7.10 File-LUCIRIGS Wth-CTZ11S05 Program -FORM MF -1R User#-MP2330 User -Gregory A. Peitz Architec Run -Base Case and have an output frequency no less than 20 kHz 150(k)1: HIGH EFFICACY LUMINAIRES - OUTDOOR HID: contain only high efficacy lamps as outlined in Table 150-C, K luminaire has factory installed HID ballast 150(k)2: Permanently installed luminaires in kitchens shall be high efficacy luminaires. Up to 50 percent of the wattage, as determined in Sec. 130(c), of permanently installed luminaires in kitchens may be in luminaires that are not high efficacy luminaires, provided that these luminaires are controlled by switches separate from those controlling the high K efficacy luminaires 150(k)3: Permanently installed luminaires in bathrooms, garages, laundry rooms, utility rooms shall be high efficacy luminaires OR are controlled by an occupant sensor(s) certified to comply with Section 119(d) that does not tum on automatically or have an always on option 150(k)4: Permanently installed luminaires located other than in kitchens, bathrooms, garages, laundry rooms, and utility rooms shall be high efficacy luminaires (except closets less than 70112), OR are controlled by a dimmer switch OR are controlled by an occupant sensor(s) that complies with Section 119(d) that does not tum on automatically or have an always on option - 0 150(k)5: Luminaires that are recessed into insulated ceilings are approved for zero clearance insulation cover (IC) and are certified air tight to ASTM E283 and labeled as air tight (AT) to less than 2.0 CFM at 75 Pascals 150(k)6: Luminaires providing outdoor lighting and permanently mounted to a residential building or to other buildings on the same lot shall be high efficacy luminaires (not in- cluding lighting around swimming poolstwater features or other Article 680 locations) OR are controlled by occupant sensors with integral photo control certified to comply with Section 119(d) 150(k)7: Lighting for parking lots for 8 or more vehicles shall have lighting that complies with Sec. 130, 132, and 147. Lighting for parking garages for 8 or more vehicles shall have lighting that complies with Sec. 130, 131, and 146 C 150(k)8: Permanently installed lighting in the enclosed, non - dwelling spaces of low-rise residential buildings with four or more dwelling units shall be high efficacy luminaires OR are controlled by an occupant sensor(s) certified to comply with Section 119(d) __X HVAC SIZING HVAC Page 1 ------------------------------------------------------- Project Title.......... RIGSBEE REC. ROOM D2te..11/30/0515:29:05 Project Address........-- CHICO, CA *v7.10* I Documentation Author... Gregory A. Peitz Building Permit # I Gregory A. Peitz Architect I I 383 Rio Lindo Ave. I Plan Check / Date I Chico, CA 95926 I I 530-894-5719 I Field Check/ Date I Climate Zone........... 11 Compliance Method...... MICROPAS7 v7.10 for 2005 Standards by Enercomp, Inc. ------------------------------ I MICROPAS7 v7.10 File-LUCIRIGS Wth-CTZ11S05 Program -HVAC SIZING I I User#-MP2330 User -Gregory A. Peitz Architec Run -Base Case I GENERAL INFORMATION Floor Area ................. 1146 sf Volume ..................... 11460 cf Front Orientation.......... Front Facing 165 deg (S) Sizing Location............ CHICO EXP STA Latitude ................... 39.7 degrees Winter Outside Design...... 22 F Winter Inside Design....... 70 F Summer Outside Design...... 100 F Summer Inside Design....... 75 F Summer Range ............... 37 F Interior Shading Used...... Yes Exterior Shading Used...... Yes Overhang Shading Used...... Yes Latent Load Fraction....... 0.19 HEATING AND COOLING LOAD SUMMARY Heating Cooling Description (Btu/hr) (Btu/hr) Opaque Conduction and Solar...... 11657 3138 Glazing Conduction and S012r..... 5141 8986 Infiltration ..................... 4800 1530 Internal Gain .................... n/a 2520 Ducts ............................ 4089 3295 Sensible Load .................... 25687 19468 Latent Load ...................... n/a 3878 Minimum Total Load 25687 23347 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. CONSTRUCTION FRflMING SPEEI A LISTS CFS 792 Durham Dayton Highway Durham, CA 95938 Engineer: Truswal Systems 800-322-4045 Fabricator: Western Wood Address: 3700 Riego Road Elverta, Ca 95626 Wet Seal Phone. 530-342-5844 Fax: 530-342-5845 Email: cfst2(aD-cfschico.com MikBUTTS �' lICI APPROVED Project: Rigsbee Garage Customer: Luciano Homes Address: 45 New Foster Way Durham/Butte County Date: 10-18-05 Submittal set Copy TRUSWAL ,VrA�'.►''IJSYSTEMS 11728 MAGNOLIA AVE., STE. A A RIVERSIDE, CA 92505 A 909.689.5100 To whom it may concern: Typically, the top chords of end jack trusses are. attached to the girder truss simply by using (2) 16d common nails, toe -,nailed through the side of the jack top chord into the top of the hip girder. This connection Is adequate provided that the bottom edge of the jack top chord is in contact with the comer of the flat top chord of the hip girder, and provided that the load placed on the girder from each jack is no more than 400#. There is no need to insert a wedge under the jack top chords at the hip girder unless one or both of the two criteria mentioned above are not followed. Sincerely, �1Q,oFES&04,, XLarry e essamer, P.E. Chief Engineer, Truswal - Riverside t /c 82 9 /Ex 12/31/84 FAX: 909 •6899-2524 wATS: 800 •468-7610 STANDARD PRESSURE BLOCKING DETAIL ' END VIEW BOTTOM CHORD OF HIP GIRDER USE (6).10d BOX NAILS PER BLOCK AS SHOWN, TWO NAILS PLACED ATC FROM EACH END OF BLOCK, AND TWO NAILS EVENLY SPACED IN THE CENTER OF THE BLOCK. MAXIMUM SUPPORT REACTIONS", LBS. PER JACK TRUSS BLOCK: 2X4 2 BOX NAILS TO BLOCK 2X6 3 BOX NAILS TO BLOCK DURATION: 1.00 1.15 1.25 1.00 1.15 1.25 SPINE 132 152 152 1s8 228 248 DF -L 112 129 140 168 193 210 HEM -FIR 105 121 131 158 182 1s8 S -P -F 90 104 113 135 155 169 'REACTIONS ARE EITHER UPWARD OR DOWNWARD. t • SIDE VIEW 1 OR MORE PLY HIP (-'IRIIFR TRI ICC END OF PRESSURE BLOCK JACK BOTTOM CHORD • USE (2)10d BOX'. NAILS THROUGH BOTTOM CHORD OF END JACK INTO END OF PRESSURE BLOCK FOR 2X4, USE (3)10d BOX NAILS FOR 2X6 LUMBER. SEE TABLE AT LEFT. 8/31/2000 PBLK-1 L.M. THIS DETAIL IS PROVIDED AS A SUGGESTED SOLUTION TO THE APPLICATION SHOWN ONLY. IT IS NOT INTENDED TO REPLACE OR SUPERCEDE ANY SIMILAR M DETAIL THAT MAY HAVE BEEN PROVIDED BY THE BUILDING DESIGNER. IT IS THE RESPONSIBILITY OF OTHERS TO VERIFY THE ADEQUACY OF THIS DETAIL r� IN RELATION TO ANY SPECIFIC PROJECT, AS TO ITS APPLICATION AND INTENT &_rAS"_'E'rVW APPLIED TO THIS OR ANY SIMILAR ISSUE. TRUSWAL SYSTEMS ASSUMES NO RESPONSIBILITY FOR FIELD INSPECTION OR WORKMANSHIP QUALITY. t • SIDE VIEW 1 OR MORE PLY HIP (-'IRIIFR TRI ICC END OF PRESSURE BLOCK JACK BOTTOM CHORD • USE (2)10d BOX'. NAILS THROUGH BOTTOM CHORD OF END JACK INTO END OF PRESSURE BLOCK FOR 2X4, USE (3)10d BOX NAILS FOR 2X6 LUMBER. SEE TABLE AT LEFT. 8/31/2000 PBLK-1 L.M. END JACK / RAFTER STANDARD DETAILS (CALIFORNIA STYLE) TRUSS PLATES AND LUMBER AS SHOWN, OR PER INDIVIDUAL TRUSS DESIGNS. (3-4 ALT.) 2-6 CONNECTION DETAIL "A" (TOP CHORD TO HIP GIRDER) JACK TOP CHORD RUNS OVER GIRDER TOP CHORD. (2) 10d or 16d NAILS, THROUGH JACK T.C. INTO GIRDER TOP CHORD, TOE - NAILED, OR ADEQUATE MECHANICAL HANGER PER MANUF. CATALOG. OPTIONAL EXTENSION 3-4 f A B HIP GIRDER CHORDS CONNECTION DETAIL "B" (BOT CHORD TO HIP GIRDER) (2) 10d or 16d NAILS, THROUGH JACK B.C. INTO GIRDER BOT CHORD, TOE - NAILED, OR ADEQUATE MECHANICAL HANGER PER MANUF. CATALOG. NOTE: IF 2'-0" SIDE JACK BOTTOM CHORDS ARE USED (INSTEAD OF WEDGES AT THE WALL), THEY MAY BE ATTACHED TO THE BOTTOM CHORD OF THE FIRST END JACK AS PER DETAIL "B". .UMBER REQUIREMENTS: TACK TOP CHORD: 2X4; #2 OR BETTER DF -L, #11#2 OR BETTER CAN S -P -F, #1 OR BETTER S -P -F, 82 OR BETTER HEM -FIR, OR 165OF MSR ANY SPECIE TACK BOT CHORD: 2X4; P2 OR BETTER ANY SPECIE, OR 165OF MSR ANY SPECIE :ORNER RAFTER: 2Xi; SELECT STRUCTURAL ANY SPECIE, OR 165OF MSR ANY SPECIE, OR DOUBLE (STACKED) 2X4 PER OTHER STANDARD DETAILS, OR 2X8 #2 OR BETTER ANY SPECIE. -TOP CHORD LENGTH MAY VARY FROM 6" MINIMUM TO E'-0" MAXIMUM, WITH EXTENSIONS SUPPORTED AT 48" O.C. MAXIMUM BEYOND. -TOP CHORD MAY BE SPLICED AS SHOWN, ABOVE THE HIP GIRDER ONLY[ -BOTTOM CHORD LENGTH MAY VARY FROM 6" MINIMUM TO t'-0" MAXIMUM. -DO NOT SPLICE THE BOTTOM CHORD. -TOP CHORD PITCH MAY VARY FROM 4/12 MINIMUM TO I/12 MAXIMUM. -BOTTOM CHORD PITCH MUST BE FLAT (0/12). -2X6 RAFTER MAY BE SEAT CUT AT WALL, AND TRIMMED TO 2X4 WIDTH (3.5") FOR OVERHANG UP TO 34" (24" @ 45 DEGREES) MAX. -THIS DETAIL APPLIES TO 45 DEGREE HIPSET JACKS AND CORNER RAFTERS ONLYI CONNECTION DETAIL "C" (TOP CHORD TO RAFTER) 7?JACK TOP CHORD MUST BE SINGLE BEVELED OR DOUBLE BEVELED 10d or 16d NAILS, THROUGH EACH JACK T.C. INTO RAFTER, TOE -NAILED, PER SCHEDULE BELOW, OR ADEQUATE MECHANICAL HANGER PER MANUF. CATALOG. NAILING REQUIRED: 2'-0" i 4'-0" JACK T.C. (2) NAILS 6'-0" JACK T.C. (3) NAILS 8'-0" JACK (ONE FACE OF - - RAFTER ONLY) (4) NAILS 1 -PLY OR MORE GIRDER B B B C A _l C B B C RAFTER C -' .F- O 45' DATE: 9I2re W rn d E 12/31/06 REF: EJ -1 „ 1 * 7[ 1 w TC Live 16.00 par DurFscs L-125 P-1.25 DESIGNED FOR 10 PSF NON -CONCURRENT BOTTOM CHORD LIVE LOAD. DETAIL THAT MAY HAVE BEEN PROVIDED BY THE BUILDING DESIGNER. IT IS THE RESPONSIRILITY OF OTHERS TO VERIFY THE ADEQUACY OF THIS DETAIL TC Dead 14.00 M Rep MYr tnd 1.15 PLATES L NAILS DESIGNED FOR GREEN LUMBER VALUES. SC Live 0.00 par O.C.Specint 2-9-0 WIND LOADED FOR 75 MPH, EXPOSURE -C-, MAXIMUM. NO POINT LOADS, MECHANICAL UNITS, HVAC, SPRINKLERS, OR OTHER SC Deed 10.00 �sr Design Spec USC -97 ITEMS CAUSING ADDITIONAL LOADS ON THE STANDARD JACKS IS TOTAL 40.00 psf DEFL RATIO: U240 TC: U100 ALLOWED, WITHOUT SPECIAL DESIGN. 1 -PLY OR MORE GIRDER B B B C A _l C B B C RAFTER C -' .F- O 45' DATE: 9I2re W rn d E 12/31/06 REF: EJ -1 „ 1 * 7[ 1 w THIS DETAIL IS PROVIDED AS A SUGGESTED SOLUTION TO THE APPLICATION SHOWN ONLY. IT IS NOT INTENDED TO REPLACE OR SUPERCEDE ANY SIMILAR �' �� DETAIL THAT MAY HAVE BEEN PROVIDED BY THE BUILDING DESIGNER. IT IS THE RESPONSIRILITY OF OTHERS TO VERIFY THE ADEQUACY OF THIS DETAIL IN RELATION TO ANY SPECIFIC PROJECT, AS TO ITS APPLICATION AND INTENT `�_��\-�Z'ES APPLIED TO THIS OR ANY SIMILAR ISSUE. TRUSWAL SYSTEMS ASSUMES NO TRUSWAL SYSTEMS 4445 NORTHPARK DRIVE, SUITE 200 COLORADO SPRINGS, CO 80907 (800) 322-4045 FAX: (719) 598-8463 11/10/04 RE: Toe -nail connection of jack trusses to step up hip trusses To Whom It May Concern: It is permissible to toe -nail the extended rafter portion of an 24" o.c., 8'-0" (or less) end jack truss to the top of the top chord of the hip girder and hip trusses behind using 2-16d toe -nails, for a 40 PSF or less total load (16-14-10 PSF, 1.25 duration). Note that a maximum of 30 PSF is roof load. The extended jack top chords must run over the top of the trusses below. This connection is for vertical loads only and does not consider any lateral loads that may exist at the connection due to wind and/or seismic forces on the .building, which are the responsibility of the building designer. Note: The end jack top chords serve as adequate bracing for the hip girder and 24" o.c. hip trusses, provided that the individual engineering drawing stipulates a bracing requirement of no less than 24" on center. If there are any questions concerning this issue, please do not hesitate to call a Truswal Systems engineer at your convenience. Sincerely, Larry L. M samer, P.E. Chief Engineer i 1m:! GENERAL NOTES NOTAS GENERALES Trusses are not marked in any way to Identify Los trusses no estin maracas de ning6n mode flue the frequency or location of temporary bracing. Uentifique la frecuenda o loalizad6n Ie los ardastres Follow the recommendations for handling, (bracing) temporales. Use las recomendaciones de manejo, Installing and temporary bracing of trusses. Instaladin y ardostre temporal de les trusses. Vea el folldo Refer to ! t �a r rn. to Good Practice for aCSI 1-03 Guia de lurena ►r cba oars el Maneta Instals[ on :rdlino tree ailing 4 Bracing of Metal Plate yarriostre de los Trusses Ie Maden ConneRados con Connected Wood Trusses for more detailed Plans Ie Metaloara para mayor Information. Information. Los dibujos de diseRo de los trusses pueden especificar Truss Design Drawings may specify locations of las ktalizaciones de los ardestres permanentes en los permanent bracing on Individual compression miembres Individuales en compresi6n. Vea la hoja res 6m n members. Refer to the KSI -l3 Summary ISI a3 ii los arrios`res permanentes v rcf❑enns de los Sheet Web Member Permanent aracing/Web ml,mbros Secundad (webs) para mayor mformaa6n. EI leinirprcement for more Information. All other res$ de arriostres permanentes son la responsabilidad del Permanent bracing design Is the responsibility Disenador del Elificio. of the Building Designer. Qi The consequences of improper handling, installing and bracing may be a collapse of the structure, or worse, serious personal injury or death. EI resultado de un manejo, instalaci6n y arriostre inadecuados, puede ser la caida de la estructura o a6n peor, muertos o heridos. landing and truss plates have sharp edges. Wear n' gloves when handling and safety glasses when cutting banding. ^`F, Empaques y places de metal tlenen bordes afilados.! Use guantes y lentes protectores cuando Corte los empaques. J 0 7f Pick up vertical Levante de la cuerda L"J bundles at the superior los grupos top chord. vertiales de trusses. ONE WEEK OR LESS MORE THAN ONE WEEK ?i • R �. •r y ' �i �► ;'}� . �A': -may ��►i3,..<eF Q$undies stored on the ground for one week or more should be raised by blocking at l' to 10' on center. Los paquetes almacenados en la tierra por una semana o mis deben ser elevados con bloques a cada 10 10 pies. For long term storage, cover bundlesto pre - LJ vent moisture gain but allow for ventllation. Para a!rracen-amiento por mayor tiempo, cubra los paquetes para prevenir aumento de humedad pero permits ventilation. HANDLING - MANDO Spreader bar for 6� truss bundles • Allow nomore No permita mas 0 Use special care In windy weather or Utilice cuidado especial en dfas than 3" of defiec- de 3 pulgadas de near power lines tion for every 10' pandeo por cada 10 ventosos o cerca de cables elEctricos a de + of span. pies de tramp. and airports. aeropuertos. J 0 7f Pick up vertical Levante de la cuerda L"J bundles at the superior los grupos top chord. vertiales de trusses. ONE WEEK OR LESS MORE THAN ONE WEEK ?i • R �. •r y ' �i �► ;'}� . �A': -may ��►i3,..<eF Q$undies stored on the ground for one week or more should be raised by blocking at l' to 10' on center. Los paquetes almacenados en la tierra por una semana o mis deben ser elevados con bloques a cada 10 10 pies. For long term storage, cover bundlesto pre - LJ vent moisture gain but allow for ventllation. Para a!rracen-amiento por mayor tiempo, cubra los paquetes para prevenir aumento de humedad pero permits ventilation. Avoid lateral bending. — Evite la fiexi6n lateral. 0 Do not store No almacene unbraced bundles verticalmente los uoriaht. trusses sueltos. HAND ERECTION — LEVANTAMIENTO A MANO --.- Trusses30'or rJ( Trusses 20' or less, support at L•J less, support at peak. quarter points. r ` Levante Lewnte de del pito los los cuartos trusses de 20 de tramo los pies o menos.trusses de 30 Trusses up to 30' Trusses up to 20' -�I pies o menos. �- Trusses hasta 30' - Tru es hasta 20' HOISTING — LEVANTAMIENTO QHold each truss in position with the erection equipment until temporary bracing Is installed and truss is fastened to the bearing Points. Sostenga cada truss en Position con la gr6a haste que el arriostre temporal este instalado y el truss asegurado en los soportes. Do not lift trusses over 30' by the peak. No levante del pies los trusses de mis de 30 pies. Greater than 30' Mis de 30 des HOISTING RECOMMENDATIONS $Y TRUSS SPAN RECOMMENDACIONES DE LEVANTAMIENTO POR LONGITUD DEL TRUSS 60' or less Approx. 1/2 truss length Taglino TRUSSES UP TO 30' TRUSSES HASTA 30' �� Spreader bar 1/2 to 2/3 truss length Taglino TRUSSES UP TO 60' TRUSSES HASTA 60' Attach Locate Si reader bar 10' O.C. above or stiHback Max. mid -height—► �_ Spreader bar 2/3 to 3/4 truss length Taglins-[., I . TRUSSES UP TO AND OVER i0' TRUSSES HASTA Y SOBRE 60' BRACING - ARRIOSTRE QRefer to '-" �' ��m ry Sheet - Truss Installa- tion and Temporary Bracing for more information. Vea el resumen gCSI l2 Inhalad6n de Trusses_ T Q v Arriostre Temporal para mayor Informacl6n. Do not walk on untraced trusses. No camine en trusses sueltos. QLocate ground braces for first truss directly In line with all rows of top chord temporary lateral bracing. eoloque los ardostres de tierra Pan el primer truss directamente en Ifnea con cada una de las files de arriostres laterales temporales de Is cuerda superior. grace first truss well �— before erection of additional trusses. Top Chord Temporary Latera Bracing (TCTLB) Spreader bar for truss bundles o�n�o O O banding Revise los empaques QCheck prior to moving antes de mover los bundles.. paquetes de trusses. Avoid lateral bending. — Evite la fiexi6n lateral. 0 Do not store No almacene unbraced bundles verticalmente los uoriaht. trusses sueltos. HAND ERECTION — LEVANTAMIENTO A MANO --.- Trusses30'or rJ( Trusses 20' or less, support at L•J less, support at peak. quarter points. r ` Levante Lewnte de del pito los los cuartos trusses de 20 de tramo los pies o menos.trusses de 30 Trusses up to 30' Trusses up to 20' -�I pies o menos. �- Trusses hasta 30' - Tru es hasta 20' HOISTING — LEVANTAMIENTO QHold each truss in position with the erection equipment until temporary bracing Is installed and truss is fastened to the bearing Points. Sostenga cada truss en Position con la gr6a haste que el arriostre temporal este instalado y el truss asegurado en los soportes. Do not lift trusses over 30' by the peak. No levante del pies los trusses de mis de 30 pies. Greater than 30' Mis de 30 des HOISTING RECOMMENDATIONS $Y TRUSS SPAN RECOMMENDACIONES DE LEVANTAMIENTO POR LONGITUD DEL TRUSS 60' or less Approx. 1/2 truss length Taglino TRUSSES UP TO 30' TRUSSES HASTA 30' �� Spreader bar 1/2 to 2/3 truss length Taglino TRUSSES UP TO 60' TRUSSES HASTA 60' Attach Locate Si reader bar 10' O.C. above or stiHback Max. mid -height—► �_ Spreader bar 2/3 to 3/4 truss length Taglins-[., I . TRUSSES UP TO AND OVER i0' TRUSSES HASTA Y SOBRE 60' BRACING - ARRIOSTRE QRefer to '-" �' ��m ry Sheet - Truss Installa- tion and Temporary Bracing for more information. Vea el resumen gCSI l2 Inhalad6n de Trusses_ T Q v Arriostre Temporal para mayor Informacl6n. Do not walk on untraced trusses. No camine en trusses sueltos. QLocate ground braces for first truss directly In line with all rows of top chord temporary lateral bracing. eoloque los ardostres de tierra Pan el primer truss directamente en Ifnea con cada una de las files de arriostres laterales temporales de Is cuerda superior. grace first truss well �— before erection of additional trusses. Top Chord Temporary Latera Bracing (TCTLB) N ,RACING FOR THREE PLANES OF ROOF L ARRIOSTRE EN TRES PLANOS DE TECHO 7( This bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses. -1 Este metodo Ie arriostre as pan todo trusses excepto trusses de cuerdas paralelas 3x2 y 4x2. -rna CHORD — CI f FRDA SUPERIOR Truss Span Top Chord Temporary Lateral trace (TCTLB) Spacing Longitud de Trams. Espaciamiento del Arriostre Temporal de la Cuerda Superior Up to 30' 10' D.C. max. Hasta 30 pies 10 pies mSximo 30' to 45' i' o.c. max. 30 a 45 pies S Mac miximo 45' to 60' G' e.c. max. 45a 60 ies 6 pies miximo Go' to i0'• 4' o.c. max. 60 a 80 ies• 4 pies miximo •Consult a Professional Engineer for trusses longer man au . •Consulte a un ingeniero para trusses de mas de 60 pies. See SCSI -02 for TCTLB options. Vea el BCSI-92 para las opciones de TCTLS. \ Refe 51 mma0f Sheet Galale EM Frame Racing.. , ' of Repeat diagonal braces. Vea el res6men L! Repita los arriostres 1C51AG - Arriostre diagonales. del truss terminal ri un�os IQSlaS. r -7f Set first five trusses with spacer pieces, then add diagonals. Repeat Ll process on groups of four trusses until all trusses are set. Instale los cinco primeros trusses con espadadores, luego los arriostres diagonales. Repita este procedimiento an grupos de cuatro trusses haste qua todos los trusses esten instalados. ) BOTTOM CHORD — CUERDA INFERIOR Lateral braces 2x4x12' length lapped Wer two trusses. -. 10'-15' max. Diagonal braces every 10 truss spaces (20' max.) Some chord and web members not shown for Clarity. I) WEB MEMBER PLANE — PLANO DE LOS MIEMSROS SECUNDARIOS Web i� 10'-15' max. same spacing as bottom chord lateral bracing Diagonal braces every 10 truss spaces (20' max.) Some chord and web members not shown for clarity. DIAGONAL BRACING IS VERY IMPORTANT Gs _l 1EL ARRIOSTRE DIAGONAL ES MUY IMPORTANTEI A BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES EL ARRIOSTRE PARA TRUSSES DE CUERDAS MRALELAS 3x2 Y 4x2 Refer to ICSI-57 Maximum lateral brace spacing ' 0 10' D.C. for 3x2 chords SummarySheet -Temporary and15' D.C. for 4x2 chords Diagonal braces 15 15 truss Permanent tracing for Parallel Chord 10' of _ every spaces (30' max.) Trusses for more�� i " _ information. Vea el r spm n ; v- SCSI -57 - Arriostre e pertemporal manente He The an diagonal trusses de cuerdas brace for cantilevered p res alelas para mayor trusses must be placed Lateral braces informaci6n, on vertical webs in line 2x4x12' length lapped with the support. over two trusses. INSTALLING - INSTALACION f -7f Tolerances for out -of -Plane. — Tolerancias para Fuera-de-Plano. Max. Truss LJ Max. now Max. low Eow Length Length - ► 000� _—.— ............. 3/4' 12.5' ... ........ E— Length --�.` Max. Bow 7/9" 14.6' Q Tolerances for j D/50 D (ft.) 1" 16'7 Out -of -Plumb. 1-1/4" 20.8' Telerancias para 1/2" 2' Fuera-de-Plomada. 1.3/8" 22.9' 3/4" 3'Y bb -1• ,�' 1-1/2" 25.0' 1-3/4" 25.2' 1-1/4" 5'2" 233.3' 0/50 max 2" ? S' CONSTRUCTION LOADING — CARGA DE CONSTRUCCION QDo not proceed with construction until all bracing Is securely Maximum Stack Height and properly in place. for Materials on Trusses No proceda con la construcci6n haste qua tDdos los arriostres esten coloados an forma apropiada y segura. Do not exceed maximum stack heights. Refer to ISSI--I4 Summary Sheet COnstruCtiQn 1-01611D for more Information. No exceda las m5ximas alturas recemendadas. Vea el limen_ SCSI -t4 CarOa de Construcddn para mayor Informaci6n. 1671U 0 Do not overload small groups or single trusses. No sobrecargue pequefios grupos a trusses Individuales. Motorlat Height (h) Gypsum lSoaN 12" Plywood or OSt 16" Asphalt Shingles 2 YundloS Cancnb flack i" Clay Tiles 3-4 tilos high QPlace loads over as many trusses as possible. Coloque las argas sobre tantos trusses tomo sea posible. QPosition loads over load bearing walls. CDlolue las cargas sobre las parades soportantes. ALTERATIONS — ALTERACIONES QRefer to I I f5 Summary Sheet Truss Damaoe 1Dbcite Modifications and Installation Errors. Vea el r '� S I-iiQ16os cltr Modlfi adon n la 0bra y Errores de Instalaciin. Do not cut, alter, or drill any structural member of a truss unless specifically permitted by the Truss Design Drawing. No Corte, altere o perfore ning6n mlembro estructural de los trusses, a menos qua esti especificamente permitido an el dibujo del disefio del truss. QTrusses that have been overloaded during construction or altered without the Truss Manufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. Trusses qua se han sobrecargado durante la Construcci6n o han lido alterados sin Una autorizaci6n a_ c�ti.I �nre a Trucaes. oueden reducir o eliminar la garantia del Fabricante de Trusses. r rater (if a Iia►le arc o- p NOTE: t The Truss Manufacturer and Truss dto dDesigner must rely ala the fact that co tractor should and core apo po ) pabie N undertake the work they haw agreed to N on a particular project. The Onaa[W should seek any required assistance regarding construction practices from a ompetent pant The methods and procedures outlined arc intended M ensure that the overall construction technioues employed will put floor and roof trusses Into place SAFELY. These raaommendations for handling, Instilling and bracing wood trusses are hosed upon the olleclive experience of leading ttchnkai personnel In the wood truss Industry, but must, due to the nature of responsibilities involved, be presented only as a GUIDE for use by a gwlined Building Designer orrErectl Yy el ale, i n ACroonRect, Engmee tractor. It Is Met Intended that these recommendations be interpreted as superior ti any design specllica� II`p and brachy wood busses and It deer, the Building Designer, the Erection/Installation Contractor or otherwlse) for handling, M not preclude the use of other equivalent methods for bracing and providing stability for the walls and columns as may be determined by the truss Erectlon/InstallaYm Contractor. Thus, the Wood Truss Council of Amens and the Truss Plate Institute expressly disdalm any responsibility for damages arising from the use, application, or reliance on the recommendations and Information contained herein. WOOD TRUSS COUNCIL OF AMERICA TRUSS PLATE INSTITUTE One WrCA Center • 6300 Enterprise Lane • Madison, WI 53717 513 Onofri - lriv • Madison, WI 5371 53719 608/274-4847 • www.w"dtrues.com -.....-.... rig TRUSWAL SYSTEMS 4445 NORTHPARK DRIVE, SUITE 200 COLORADO SPRINGS, CO 80907 (800) 322-4045 FAX:(719) 598-8463 - C001003160 . 5/9/03 Users of Truswal engineering: TX01087001 The TrusPlusTM engineering software will correctly design -the location requirements for permanent continuous lateral bracing (CLB) on members for which it is required to reduce buckling length. Sealed engineering drawings from Truswal will show the required number and approximate locations of braces for each member needing bracing. In general, this bracing is done by using Truswal Systems Brace-ItTM or a 1x or 2x member (attached to the top or bottom edge of the member) running perpendicular to the trusses and adequately designed, connected and braced to the building per the building designer (See ANSI/TPI current version). The following are other options (when CLB bracing is not possible or desirable) that will also satisfy bracing needs for individual members (not building system bracing): 1. A 1x4 or 2x4 structurally .graded "T" brace may be nailed ith 10dlat to the common edge of the member (up to 2x6 web members y) or box nails at 8" o.c. if only one brace is required, or may be nailed to both edges of the member if two braces are required. The "T" brace must extend a minimum of 90% of the member's length. For 2x8 and larger web members,. bracing must be done per building designer, or 2. A scab (add-on) of the same size and structural grade as the member or box may be nailed to one face of the member.with nails at 8" o.c. if only one brace is required, or may be nailed to both faces of the member if two braces are required. A minimum of 2x6 scabs are required for any member exceeding 14'-0" in length. Scab(s) must extend a minimum of 90% of the members length. 3. Any member requiring more than two braces must use perpendicular bracing or a combination of scabs and "T" braces, or any other approved method, as specified and approved by the building designer. 1. EXAMPLES 2. "T" BRACE 90% L EED L Please contact a Truswal engineer if there are any questio 0 0 Y Y� 28-0 N Y �. KOL K2 5:12 Roof K4 12" O.H. KOL KOR N O �� ,Z. Y 1.., .- ay OIMa I. Thi. Ana Flush beam with Top Flats (Dropped Beam) 9 PH 530-342-5844 R=GSBEE GARAGE SALES REP: aR Fax 530-342-5845 DUE DATE: LUC22!§,-N0 HOMES / PE2TZ ARCH2TECT DSGNR/CHr R: GH / an Construction 45 NEw FOSTER WAY TC Live 16.00 psf C F S Framing - TC Dead 9.00 ps£ DURHAM / BUTTE COUNTY Specialists me Live 0.00 psf EC Dead 9.00 psf 2555 ZANELLA WAY CHICO, CA. 95928 Total 33.00 psf 1II ,�i�� II1 ,II _�_ I■I�, I� III�i�I�i�I 'll I II' � � �I - • • 'll� I �II' KOL K2 5:12 Roof K4 12" O.H. KOL KOR N O �� ,Z. Y 1.., .- ay OIMa I. Thi. Ana Flush beam with Top Flats (Dropped Beam) 9 w0*: Riga SCALE: 1"-8' O^ Date: 10/14/2005 13:30 DurFac-Lbr 1.25 DU=FaC-Plt 1.15 O.C. Spacing: 24.0 Design Spec: CMC -01 STr/*Cfg: 61 / 21 PH 530-342-5844 R=GSBEE GARAGE SALES REP: aR Fax 530-342-5845 DUE DATE: LUC22!§,-N0 HOMES / PE2TZ ARCH2TECT DSGNR/CHr R: GH / an Construction 45 NEw FOSTER WAY TC Live 16.00 psf C F S Framing - TC Dead 9.00 ps£ DURHAM / BUTTE COUNTY Specialists me Live 0.00 psf EC Dead 9.00 psf 2555 ZANELLA WAY CHICO, CA. 95928 Total 33.00 psf w0*: Riga SCALE: 1"-8' O^ Date: 10/14/2005 13:30 DurFac-Lbr 1.25 DU=FaC-Plt 1.15 O.C. Spacing: 24.0 Design Spec: CMC -01 STr/*Cfg: 61 / 21 i� i Job Name: RIGSBEE GARAGE BRIG X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 1 0- 2-12 1701 5.50" 1.51" BC 2x4 DFL #1 �I 2 27- 9- 4 1701 .50" 1.51" WEB 2x4 DFL STANDARD 5I RG REQUIREMENTS shown are based ONLY PLATE VALUES PER IC50 RESEARCH REPORT #1607. 5 on the truss material at each bearing Drainage must be provided to avoid ponding. MAX DEFLECTION (span) • Permanent bracing is required (by others) to L/999 IN MEM 10-11 OLIVE) prevent rotation/toppling. See SCSI 1-03 L- -0.32" D- -0.34' T- -0.65" and ANSI/TPI 1• CRITICAL MEM.ER K RCES: PLATING BASED ON GREEN LUMBER VALUES. TC 15MP. DUR. / TENS. WR. CSI 1-2 -3507 1.25 / 454 1.60 O.Q 2-3 -4143 1.25 / 644 1.f0 0.if 3-4 -5433 1.25 / 709 1.60 0.79 4-5 -5433 1.25 / 709 1.f0 0.71 5-6 -4143 1.25 / 644 1.60 O.9t 6-7 -3507 1.25 / 454 1.c0 0.47 iC CDMp. dm. / TENS. DUR. CSI A -3f0 1.60 / 31.0 1.25 0.76 l-10 -356 1.60 / 3192 1.25 O..2 10-31 -5.1 1.f0 / 5033 1.25 i.N 11-12 -550 1.c0 / 5034 1.25 O.f! 12-13 -356 1.60 / 3192 1.25 O.i2 3344 -360 1. i0 / 3190 1.25 0.76 w COMp.(WRJ/ TENS. WR. CSI 2-g / 136 a.go 0.09 2-]0 -226 1.60 / 1lz3 1.25 0.79 3-10 -f70 1.25 / 13! 1.60 0.0! 3- 1 -53 1.60 / 461 1.25 i.l! 4-11 -33c 1.25 / !3 1.60 0.04 5 -ll -53 1.60 / 461 1.25 0.1! s_u -670 1.2s / 13! 1.60 i.o! i -zzi l.co v�` o:go o:a T 2-9-10 3-10 1= G 0-4-1 Truss ID: Al Qty: 2 plating spec • ANSI/TPI - 1995 This design based on chord bracing applied the following schedule: THIS DESIGN IS THE COMPOSITE RESULT OF per max o. from to Ivsalms Grclo p fres an arse a copy of it to the Erecting Contractor. Cust: LUCIANO HOMES / pEITZ MULTIPLE LOAD CASES. IF HANGERS ARE INDICATED ON THIS DRAWING, TC 24.000"" 5-10-15 22- 0- 0 UPLIFT REACTION(5) VVA4RNINGRead all notes on this sheet and give WO: Drive_N_rigs_L00007_300001 THEY ARE BASED ON 1.5" HANGER NAILS FOR 1 AND 3" HANGER NAILS FOR MULTI -PLY Support 1 -407 lb 2 -407 lb This design istersn Individual building »mponentnettruessystem.It has been based on McMc•tisns pmd+d bytho wmpanad manufacturar the eurrad wrolem of TM sM AFPA design standards. No rosponsibinty, le assumed for dirtnnelenal accuracy. -PLY GIRDERS. IF 2.5" GUN NAILS ARE USED, THE (BY OTHERS). Support This truss is designed using the #LC - 15 WT: li 5#` HANGERS MUST BE RE-EVALUATED Continuous lateral bracing attached to flat CIC 01 Code. - Yes, Importance Factor- 1.00 BldTruss 16.00 psf DurFacs L=1.25 P=1.15 TC as indicated. Lumber must be structural - Location - Not End Zone C TC Dea l 5.00 psf grade., Brace 0 24" o.c. unless noted. Hurricane/Ocean Line NoExpCategory - ft, Bidg Width - 40.00 ft that Thle semponed attached, union othoWles noted. hating shown Isfor lateral supped of oempon•ni• members only rduu buckling length nt •f the weto exoeod 19% and/or sauce soncter plate oorrasi n. the rmistun sonted m BC Ll V e 0.00 ps f Bldg Lene� th - $0.00 Mean roof height - 9.40 ft, mph - 50 uccu 12.0 shall net be pined In any ornlnmmnlYut will esus• Install brans this true In accsdanee with 'JOINT DETAILS' byTruswal,'ANSI/TPI 1',1NTCA 1' -Wad Truss Council BC Dead CBC Standard ancy, Dead Load - psf #1 DESIGN LOADS ---------------- O. C. Spaci ng 2- 0- 0 4415 Northpark Dr. Collo Springs, CO 80907 FabrlesM, handle, and DenRespon•ibilities,'HANDLINGINSTALLINGANDICINGMETALPLATECONNECTEDWOODTRUSSES' •fAmerlditandadWM "HIS SUMMAKY SHEET by M. The Tnaaa Plate Instituft (Tell is le"ted at DOnofft Dflw, Mdisan, Wine"In 53719. LOAD CAE Dir L.Plf L.Loc III R.Lec LL/TL Design Spec CBC -01 DEFL RATIO: L/360 TC: L/31 TRUSPLUS 6.0 VER: T6.4.2 TC Vert 66.00 - 1- 0- 0 66.00 0- 0- 0 50.00 O- 0- 0 50.00 6- O- 0 0.16 0.64 TC Vert TC Vert 96.35 6- 0- 0 96.35 22- 0- 0 0 0.64 0.64 TC Vert 50.00 22- 0- 0 50.00 25- 0- 66.00 25- 0- 0 66.00 29- 0- 0 0.16 TC Vert SC Vert 30.93 0- 0- 0 30.53 25- 0- 0 0.00 .Type... lbs X.Loc LL/TL TC Vert 0.0 0- 2-12 1.00 TC Vert 54.7 6- 0- 0 1.00 TC Vert 47.6 6- 0- 0 0.00 TC Vert 54.7 22- 0- 0 1.00 TC Vert 47.6 22- 0- 0 0.00 TC Vert 0.0 27- 9- 4 1.00 -10- r 5-10-15 r 3 4 5 1 6 7 1 -5.� 5.00 1325 $42,_ 3-4- 1.5-4 -4 1.5-4 MX/6-14 3-8 MX16-14 1.5-4 51 W:505 R:1701 U:-407 3-10 3 SHIP 2 0-4-1 52 W:505 R:1701 Report. 10/18/2005 ares re 20 �a. unless shgvrtt b�r •1 t'(1i ■a�. ?i(a• r "M 20 20 a. ' poswoned per ctur pNoils with slruduro rates or staple • Trusw�l mo ares are Msihono as sh a ow. b�e stud Plates to .1 .;n Ivsalms Grclo p fres an arse a copy of it to the Erecting Contractor. Cust: LUCIANO HOMES / pEITZ ARCHITECT VVA4RNINGRead all notes on this sheet and give WO: Drive_N_rigs_L00007_300001 This design istersn Individual building »mponentnettruessystem.It has been based on McMc•tisns pmd+d bytho wmpanad manufacturar the eurrad wrolem of TM sM AFPA design standards. No rosponsibinty, le assumed for dirtnnelenal accuracy. Dsgnr• CH #LC - 15 WT: li 5#` anal dam in scoodanso with Dimons onsers to be wriRd bym•••mp•n•nt m•nufs•turar•nU•r building designer priarts fa~lon. The building designer must ass•rtaln that appllnatlen.The +.eyn ...mne. TC Live 16.00 psf DurFacs L=1.25 P=1.15 the lends Wlllad onihi dsayn meetsre>•eed the lediry Imposed by h•Nwl Wilding *We and pniwrlar baatly the top sherd Is leanly brand byth• roof •r floor sheathing o n 1M bottom sad le IateraRy Med by. •rigid sheathingmaterial flimsily. TC Dea l 5.00 psf Rep Mbr Bnd 1.00 . Rep Mbr Comp 1.00 -. that Thle semponed attached, union othoWles noted. hating shown Isfor lateral supped of oempon•ni• members only rduu buckling length nt •f the weto exoeod 19% and/or sauce soncter plate oorrasi n. the rmistun sonted m BC Ll V e 0.00 ps f Rep Mbr Tens 1.00. shall net be pined In any ornlnmmnlYut will esus• Install brans this true In accsdanee with 'JOINT DETAILS' byTruswal,'ANSI/TPI 1',1NTCA 1' -Wad Truss Council BC Dead 6.00 psf O. C. Spaci ng 2- 0- 0 4415 Northpark Dr. Collo Springs, CO 80907 FabrlesM, handle, and DenRespon•ibilities,'HANDLINGINSTALLINGANDICINGMETALPLATECONNECTEDWOODTRUSSES' •fAmerlditandadWM "HIS SUMMAKY SHEET by M. The Tnaaa Plate Instituft (Tell is le"ted at DOnofft Dflw, Mdisan, Wine"In 53719. TOTAL 33.00 psf Design Spec CBC -01 DEFL RATIO: L/360 TC: L/31 TRUSPLUS 6.0 VER: T6.4.2 4HIS-91) am -91 The Amerman Fe. tend Paper Association (AFPA)leleutedat11111mh Street, NW, ito$00,Washington, DO2s03s. Job Name: RIGSBEE GARAGE Truss ID: A2 Qty: 2 BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL *1 Plating spec • ANSI/TPI - 1995 This design based on chord bracing applied 1 0- 2-12 9gO 5.50" 1.50" BC 2x4 DFL d`1 THIS DESIGN IS THE COMPOSITE RESULT OF per the fallowing schedule: 2 27- 9- 4 990 5.50" 1.50" IRG REQUIREMENTS shown are based ONLY WEB 2x4 DFL STANDARD PLATE VALUES PER ICBO RESEARCH REPORT #1607. MULTIPLE LOAD CASES. IF HANGERS ARE INDICATED ON THIS DRAWING, max o.c.. TC 24.00" from to 7-10-15 20- 0- 0 on the truss material at each bearing Loaded for 10 PSF non -concurrent •CLL. THEY ARE BASED ON 1.5" HANGER NAILS FOR UPLIFT REACTIONS) TC Live MAX DEFLECTION (span) Drainage must be provided to avoid ponding. 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY Support 1 -243 lb L/999 IN MEM 8-9 (LIVE) L- -0.10" D- -0.11" T- -0.21" Continuous laterbracing attached to flat GIRDERS. IF 2.5" GUN NAILS ARE USED, THE Support -243 lb CRITICAL MEMBER FORCES: TC as indicated. Lumber must be structural HANGERS MUST BE RE-EVALUATED (BY OTHERS). _2 This truss is designed using the g g Tc COMP. WR. / TENS. WR. CSI grade. Brace 0 24" e.c. unless noted. PLATING BASED ON GREEN LUMBER VALUES. CBC -01 Code. of Arneri • Standard Design Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' 1-2 -iiio 1.25 / 440 1.60 0.42 8.00 psf 0. C. Spaci ng 2- 0- 0 Bldg Enclosed - Yes, Importance Factor - 1.00 2-3 -2106 1.2s / ass i.w 0.39 3-4 -2110 1.25 / ass low 0.39 Design Spec CIC -01 Truss Location - Not End Zone 4-5 -u10 1.25 / 440 1.w a.42 33.00'sf DEFL RATIO: L/360 TC: L/36 Hurricane/Ocean Line Bldg Length 80.00 - No Ex Category ft, Bfdg Width BC COMP. dR.)/ 7ENs. (BUR. cat - Mean roof height - 0.00 ft 9.82 ft, 80 e-7 az7(pjjl.w))/ lcm/((rj((l.zs3) o.3i mph - CBC Standard Occupancy, Dead Load - 12.0 psf B-9 -323 1.60 / 1639 1.25 0.41 1-10 -327(1.6)/ 1610(1.25) o.3i Will CORP. LOUR.)/ TENS.0118. CSI 2-7 / 1911.25 O.Oi 2-i -127(1. LI 5311.25 0.22 . 3-a -334(1.253/ 1721.6 0.06 4-8 -127(1.6 / 531125 0.22 4-9 / 1,211:251 O.OB t 7-10-15 , 1 3 4 5 5r DD r 12-" t -5.00 6 1.5 G 4 -6 4.4 4-4 SHIP S 1.5 4 5-6 1.5-4 0-4-1 31 82 W:508 W:503 R:990 R:990 pU:-243 U:-243 "I 2"_0 f G 7 8 9 10 77rus3ewaI g tems Pates re 20 a. unless shown b •1P(7t a. , "H" t a. , r"MX•(TWPoOC 20��.1, psWonN prJalnt Details Re�Bart - Circled r sand false ame pates an iuone�as show a ove.5httt �Wle stud Mlates b a idwedap with sWcturo plates a elle le). 10/18/2005 ,� Q/�00% v v WARNINGRead all notes on this sheet and give a copy of H to the Erecting Contractor, Cust: LUCIANO HOMES / PEITZ ARCHITECT This design Is for an IrWIvNusl building nmperont net truss syerom. R hos been based an tMcifintions Provided Who nmpenenl manuhdurar WO: DriveJd_rigs_L00007_]00001 and done in acwdann with the current wrolens of TFl and APPA design standards. No rosPsnsiWllRyb.seamed for dimensional a.euraq. Dlmenaienesh re be wrlRm/a od by#* own"mrd maeturor andfer building designer lelerie hbriestion. The building designer must as"d in that DS nr: GH 9 �L� _ 1� WT: 14�$ the lead•urnaeden this design meet .roxnedlMloading Imposed bythslocal building weds•MlMprticularaPPn«tion.The da•Ignaea.maa TC Live 16.00 psf DurFacs L=1.25 P=1.15 that the NP chord Is laterally brand by the reef or floor sheathing and the barom chord Is lateraiy brand bye dgW dw Thing mateelol diroelly attoshod, union ellho-i" rated. Bracing shown le for lateral supper of wrmserams members only to Mur buckling Iengrr. This nmpenent TC Dead 9.00 psf Re Mbr Ind 1.15 ® -hall net be paaad In any omdrormred that will souse rue moisture eantem of the, wood to omead las and/or esuse ranter pat earrodon. IC Live 0.00 (ref Rep MIB r Comp 1.00 4445 Northpark Dr. F.brieale, handle, mstanrd bre .n nler m.cadn ln.n6th'JOINT DETAILS'by Trussed, ANSIrtM 'W 1',TCA 1' -weed Tmw Gundl Rep MIBr Tens 1.00 Co1 • Spr7ngs, CO 110907 of Arneri • Standard Design Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' 3C Dead 8.00 psf 0. C. Spaci ng 2- 0- 0 TRUSI•LUS 6.0 VER: T6.4.2 -(HIBd1)and'HIB-91 SUMMARY SHEET by TPI. TM Truss Plato Institute CMI)leleatdat D'Onefrie Ddw,Mdinn,Wlawnsin53719. Design Spec CIC -01 Th. Annerfaim Forest and PaperAlatlen (AFPA) Is Ionlod at 11111 19th Stmet,NW,Sia$OO,Washingbn,DC2@M. TOTAL 33.00'sf DEFL RATIO: L/360 TC: L/36 Job Name: RIGSBEE GARAGE Truss ID: A3 Qty: 2 IRG X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 Plating spec • ANSI/TPI - 1995 This design based an chord bracing applied 1 0- 2-12 gg0 5.50" 1.50" aC 2x4 DFL #1 THIS DESIGN IS THE COMPOSITE RESULT OF per the fallowing schedule: 2 27- !- 4 !g0 5.50" 1.50" WEB 2x4 DFL STANDARD MULTIPLE LOAD CASES. max O.C. from to BRC REQUIREMENTS shown are based ONLY PLATE VALUES PER ICBG RESEARCH REPORT #1607. IF HANGERS ARE INDICATED ON THIS DRAWING, TC 24.00" 9-10-15 1s- 0- 0 on the truss material at.bearing Loaded for 10 PSF non -concurrent BCLL. THEY ARE BASED ON 1.5" HANGER NAILS FOR UPLIFT REACTION(S) . MAX DEFLECTION (.pan) • L/!!! IN MEM 9-10 LIVE) Drainage must be rovided to avoid pending. 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY Support 1 -243 lb L- Continuous latera bracing attached to flat GIRDERS. IF 2.5" GUN NAILS ARE USED, THE Support 2 -243 lb -0.14" D- -0.14 T- -0.28" MEMBER FORCES: ER CRTC TC as indicated. Lumber must be structural HANGERS MUST BE RE-EVALUATED (BY OTHERS). This truss is designed using the B g C WR. CSI TC COMP.11.25 / TENS.12:601 B rade. Brace 0 24" o.c. unless noted. PLATING BASED ON GREEN LUMBER VALUES. CBC -01 Code. 1-2 -17:61.25 / 4541.60 0.42 Northpark Bldg Enclosed - Yes, Importance Factor - 1.00 z3 -16011.zs / 42!1.f0 o.3z Rep Mbr Tens 1.00 Truss Location -Not End Zone 3-4 -1466.5 / 3!51.60 o.z4Hurricane/Ocean -146612 / 3!51.W 0.24 IC Dead i . 0O psf P Line - No Ex Cate or4-S P g Y - C aldg Length 80.00 ft, I�dg Width 40.00 ft S-6 -16011.25 / 42!160 0.32 6-7 -17861.25 / 454 0.42 -(HIB-f1)sndHIL91 SUMMARY SHEET by TPI. The Truss Plate Institute (TPI)bloatedal D'OrwMe DrM,Mdinn,Wissensin5371a. . - Mean roof height - 10.23 ft, 80 Design Spec EIC -01 TRUSISLUS 6.0 VER: T6. 4. 21 The Amerleart Forest end leaporAseaclation (AFPA) Is loseled at 111 llft Street, NW, Ste 800, Washington, DC200311. mph - CBC Standard Occupancy, Dead Load - 12.0 KCOMP. (((DUR.3)/ TENS.(((DUR3) CS.I DEFL RATIO: L/360 TC: L/36 psf 9-10 326 1.60 / 1622 1.25 0.56 10 11 33!(1.60)/ 15!1(1.25) 0.56 WS COMM. OUR. / TENS. WR. CSI 2-! zn 1.28 / 160 1.w e.07 3-9 -132 1.60 / 521 1.25 0.21 - 4-! -207 1.25 / 109 1.60 0.13 4-30 -207 1.25 / 209 1.60 0.13 5-30 -132 1.60 / 521 1.25 0.21 6-10 -277 1.25 / 110 1.60 0.07 9-10-15 r 9-10-15 1 2 4 r5 G 7 5r Op i a-" r 4-10-6 HIP S 4-4N�ZXNE Z��4-4 1 S 5-6 5-6 0-4-1 31 e2 VV:508 W:50$ R:990 R:990 U:-243 U�:-.2p433 28-0-0 I� i 9 10 11 Truswal I tems Plates are 20 a. unless shown b� "11"(18 a� "FI"(1i,a.� r "NIX" MX 20 g#�, pasltienN pr JNnt Detals Ra�art. Circled ares and false frame prates aro posiU•ne as shew�a ivo. hi YTa stud gates b ova overlap with structure! plates •staple . 10/18/2005 Read aff notes on this sheet and give a copy of it to the Erecting Contractor. Cust: LUCIANO HOMES / PEITZ ARCHITECT This assign is for an Individual building aamponom not truss "am. R has been based on spocifiestiono provided by the component manufacturer WO' Dri Ve_N_ri gs_LO0007_JOOOOI and done ins•eardanco the • cum•rd ratanedTM and AFM design standards. Nom"ondY(lftybscoumdf rdim•ni•nslo• mcy. Ds•nr: GH #LC 16 WT: 1561 Dimend•nesre to be verified by the componentM/ msnufashmor s•r building dosipn•r pri•rM fabricoti•n. The Wilding designer must assonaln that 9 the lead* utilize/ on this assign most or osesd the boding imposed by the local building seati • and the porticularoppliu•n. The design assumes TC Live 16.00 psf DurFacs L-1.25 P-1.15 that the top chord Is Isterally bracoa by the reef or floor sheathing and the bosom shard lo Iat•mity bmwd by • rigld sh•at*q mat•rid directly attachd, union otherwise is for lateral to TC Dead 9.00 Rep Mbr Ind 1.15 neldJncing shown support of componems members only recluse buelding length. This component be in that the psf Rep Mbr Comp 1.00 ® shall net plasd ■ •rMnemem WIN oaaro molature eam•m of to wed is eased 19% and/or cause connecter plate oomalon. sE Live O.00 psf Northpark Fabrlea-e, handle, Installnd brass this tsar in occoraanse with 'JOINT DETAILS' by Truswd,'ANSI?PI V, NYTCA V -Wed Truss Council Rep Mbr Tens 1.00 Co Colo Springs, O 10507 COJ of Am•rtce Standard Design Responsibilities, HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' 'y IC Dead i . 0O psf P O. C.SPacini 2- 0- 0 -(HIB-f1)sndHIL91 SUMMARY SHEET by TPI. The Truss Plate Institute (TPI)bloatedal D'OrwMe DrM,Mdinn,Wissensin5371a. Design Spec EIC -01 TRUSISLUS 6.0 VER: T6. 4. 21 The Amerleart Forest end leaporAseaclation (AFPA) Is loseled at 111 llft Street, NW, Ste 800, Washington, DC200311. TOTAL 33.00 psf DEFL RATIO: L/360 TC: L/36 5• 6 1.5 4 1.5-4 5 -6 Q 2 Truss ID: A4 5-3-10 Job Name: RIGSBEE GARAGE SHIP design based on chard bracing applied 4-4 X REACT SIZE REQ'D TC 2x4 DFL #1 plating spec ' ANSI/TPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF This per the fallowing schedule: from to 1 = 5 6 0-4-1 0 BRG -LOC 2- 1 0- 2-12 990 5.50" 1.50" iC 2x4 DFL #1 2x4 DFL STANDARD MULTIPLE LOAD USES. DRAWING, max a. c. TC 24.00" 11-10-15 16- 0- 0 52 2 27- 4 »0 5.50" 1.50" based ONLY WEB PLATE VALUES PER ICBG RESEARCH REPORT #1607. IF HANGERS ARE INDICATED ON THIS ON 1.5" HANGER MAILS FOR CTION(S) ' UPLIFT REACTION(S) i RG REQUIREMENTS shown are on the truss material at each bearing Loaded for 10 PSF non -concurrent BCLL THEY ARE BASED 1 -PLY AND 3" HANGER NAILS FOR MULTI - PLY Support 1 -243 16 Z -243 lb MAX DEFLECTION (span) Drainage must be revidd to avoid pending. bracing attached to flat THE RDERS. IF 2BE R(BY SOTH Support This truss is designed using the U:-243 L/999 IN MEM hg LIVE) D. -0.14 T- -0.27" Continuous lateral TC as indicated. Lumber must be structural HANGERS MUST RE-EVALUATED RS). BASED ON GREEN LUMBER VALUES. COC -01 Code. Factor - 1.00 ,7 i 2i D-0 10 L- -0.13" CRITICAL MEMBER FORCES: grade. Brace 9 24" a.c. unless noted. PLATING Bldg Enclosed - Yes, Importance - Not End Zane TC COM►.txM. / TENS. WR. cSI 1-2 -1793((1.253/ 452 1.w a.44 Truswal 3gvvsstems Plata an 20 a. unless shown Y 16'(1 t a "H' a. , N"MX' NDC 20 ■?• , Nsit;ned per Joint and hlse frame �ates an poslUone(as oho aliive.5hrt[ hYle stud lates b a�7oi�oveda► with sWctun !ales ol'sia►lo . Truss Location Hurricane/Ocean Line - No Ex Category - C �idth 40.00 ft 2-3 -15!7(1.25)/ 439 law 0.31 3-4 -1296(((1.25)))/ 3si law o.31 Circles plates Read notes on this sheet and give a copy of it to the Erecting Contactor, Cust: LUCIAHO HOMES REITZ ARCHITECT / Bldg Len th - 10.00 ft, i�dg - hi 10.G5 ft, mph - 80 ati ur This design Is farm Ii building esmMrNrd not truss system. it has Man based an speclfiestions padded by the eampenom monufsMm WO: Dri ve�l_ri gs_L00007_]00001 ni3 i:is % isz iawo o:ii and dam In scaardmss with the comm wralons of TM and AFPA design standards. Ne raspensiYNRy M assumed for dMrarmMnal accuracy. The building designer mud ssasdain gmt Mean roe hei - occupancy, Dead Lead - 12.0 psf - s -c Dimonsimssrs to be verged by vw somponerd rnonufasturerandbrbuiiding designer priori@faMwWn. leads on vft design motor a>rad the leading imposed by the least busting owe and the p■rkular appllaatlen. The design assumes TC Live COC Standar# DurFacs L=1.25 P-1.15 Rep Mb r tad 1.15 SII BC COMP. ((WR.3/ TENS. ((WR. CSI TC Dead 9.00 psf Rep Mltr Comp 1.00 attached, union otherwise noted. tracing shown Is for Weral support of sempanams mambom "m the istura «md M ont of the wood -rano! 19% andler eause connecter plate asmslen. nant win ma In not 7: 3i 213(1.60 1294(1.253 0.53 O.00 psf Rep Mbr Tens 1.00 stmt not be placed anyonNmm 'ANSI/fPlt',TCAP-WaadTruss Cermen FaYdasts,hondie,instedond►msethistrussInscasrdanowith'JOINTDETAILS'byTruswal,'W BC Dead e-10 -339 1.60 / 159761.25 00.56 O.C.Spacing Z- 0- 0 0!07 of Americo Standard Design Responsibilities, HANDLING INSTALLING AND $RACING METAL PLATE CONNECTED WOOD TRUSSES CO. 6 44+$44;5®k DrCo • Suri rags TPI. The Truss Plate InattuM(TPI)bNastedatD'Onafdoodw,Madison, WisasnNn53719. I 33.00 psf yA COM►. WR. / TENS. CSI r -(Hill-91)and Him -$1 SUMMARY SHEET by TRUSPLUS 6.0 VER: T6.4.2 The Amadasn Fares! and Paper Association (AFPA) M tented at 1111 loth Shast, NW, St. $00, Washington, DC 29039. - DEFL 2-t -273 1.25 / 190 law 0.07 3_$ -66 law / 410 1.25 0.17 4-t -ls� law / liz 1.60 0.19 °s iso 00.07 s e -lis % iio r1 11-10-15 1-10-152 3 5 6 r5_0 - 4-0 5.001 5• 6 1.5 4 1.5-4 5 -6 5-3-10 SHIP 4-4 4-4 = 1 = 5 6 0-4-1 0 0-4-1 5-8 52 i W:50i R:990 R:fiO U:-243 U:-243 y� ,7 i 2i D-0 10 e N .227 -t Ex :06130 7 IIs Re rt. CIVI aa�� 1 10/18/2005 Truswal 3gvvsstems Plata an 20 a. unless shown Y 16'(1 t a "H' a. , N"MX' NDC 20 ■?• , Nsit;ned per Joint and hlse frame �ates an poslUone(as oho aliive.5hrt[ hYle stud lates b a�7oi�oveda► with sWctun !ales ol'sia►lo . Circles plates Read notes on this sheet and give a copy of it to the Erecting Contactor, Cust: LUCIAHO HOMES REITZ ARCHITECT / ati ur This design Is farm Ii building esmMrNrd not truss system. it has Man based an speclfiestions padded by the eampenom monufsMm WO: Dri ve�l_ri gs_L00007_]00001 #LC 16 WT 1564 and dam In scaardmss with the comm wralons of TM and AFPA design standards. Ne raspensiYNRy M assumed for dMrarmMnal accuracy. The building designer mud ssasdain gmt Dsg n r' GH - Dimonsimssrs to be verged by vw somponerd rnonufasturerandbrbuiiding designer priori@faMwWn. leads on vft design motor a>rad the leading imposed by the least busting owe and the p■rkular appllaatlen. The design assumes TC Live 16.00 psf DurFacs L=1.25 P-1.15 Rep Mb r tad 1.15 1st utilind that the top @herd is laterally brand byt o "f or Deer sheathing and the bottom shenl is latarallybreed by rigid sheathing material directly only Is roduse buckling Mngth. This asmpormm TC Dead 9.00 psf Rep Mltr Comp 1.00 attached, union otherwise noted. tracing shown Is for Weral support of sempanams mambom "m the istura «md M ont of the wood -rano! 19% andler eause connecter plate asmslen. nant win ma In not IC L1 Ve O.00 psf Rep Mbr Tens 1.00 stmt not be placed anyonNmm 'ANSI/fPlt',TCAP-WaadTruss Cermen FaYdasts,hondie,instedond►msethistrussInscasrdanowith'JOINTDETAILS'byTruswal,'W BC Dead 8.00 psf O.C.Spacing Z- 0- 0 0!07 of Americo Standard Design Responsibilities, HANDLING INSTALLING AND $RACING METAL PLATE CONNECTED WOOD TRUSSES CO. 6 44+$44;5®k DrCo • Suri rags TPI. The Truss Plate InattuM(TPI)bNastedatD'Onafdoodw,Madison, WisasnNn53719. I 33.00 psf Design Spec CBC -01 RATIO' L/360 TC: L/36 r -(Hill-91)and Him -$1 SUMMARY SHEET by TRUSPLUS 6.0 VER: T6.4.2 The Amadasn Fares! and Paper Association (AFPA) M tented at 1111 loth Shast, NW, St. $00, Washington, DC 29039. TOTAL DEFL Job Name: RIGSBEE GARAGE Truss ID: A5 Qty: 7 BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL *1 Plating spec . ANSI/TPI - 1995 UPLIFT REACTION(S) . 1 0- 2-12 990 5.50 1.50 BC 2x4 DFL *1 THIS DESIGN IS THE COMPOSITE RESULT OF Support 1 -247 lb 2 27- 9- 4 990 5.50" 1.50" WE§ 2x4 DFL STANDARD MULTIPLE LOAD CASES. Support 2 -247 lb IIRG REQUIREMENTS shown are Yasd ONLY PLATE VALUES PER ICBO RESEARCH REPORT #1607. IF HANGERS ARE INDICATED ON THIS DRAWING, This truss is designed using the an the truss material at each Yearin! Loaded for 10 PSF non -concurrent §CLL THEY ARE BASED ON 1.5" HANGER NAILS FOR CBC -01 Code. MAX DEFLECTION (span) • PLATING BASED ON GREEN LUMBER VALUES. 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY 91419 Enclosed - Yes, Importance Factor - 1.00 L/999 IN MEM 7-9 (LIVE) 5.00 psf Rep Mbr Ind 1.15 GIRDERS. IF 2.S" GUN NAILS ARE USED, THE Truss Location - Not End Zone L- -0.14" D- -0.15" T- -0.29" Rep Mbr Comp 1.00 HANGERS MUST BE RE-EVALUATED (BY OTHERS). Hurricane/Ocean Line - No , Exp Category -C UITICAL MEMBER FORCES: TC COMB. OIIR. / TENS. (DIM CSI 0.00 psf Rep Mbr Tens 1.00 4445 Northpark Dr, Colo Springs, CO 10907 91419 Len th - 90.00 ft, Bldg Width - 40.00 ft - 1-2 -17!! 1.253/ 471(((1.11033 0.40 8.00 psf O, C,Spacing 2- 0- 0 Mein Pie hei ht - 11.09 ft, mph - 90 Q 2-3 -11101(1.25)/ 464(1.f0) 0.40 DlaSl'n Spec CIC -01 TRUSPLUS 6.0 VER: T6.4.2 CBC Standard occupancy, Deas! Lead - 12.0 psf 3-4 -1601 1.25 / 411411(((1.11033 0.40 33.00'sf DEFL RATIO: L/360 TC: L/36 - 4-5 -17!! 1.25 / 471 1.60 0.40 BC COMP. (pUR )/ TENS.(DUR.) C5I 6-7 -357(1. f0)/ 111011(1.25) 0.511 7-t -161 1.110 / lOG! 1.25 0.50 a-! -357 1.110 / 1606 1.25 0.56 MB COM►. (BUR. / TENS. (DUR.) CSI 2-7 -343(1.253/ 220(1. W) 0.0! 3-7 -11!(((1.60)))/ SS! 1.25 0.23 3-8 -119 1.60 / 55! 1.25 0.23 4-3 _3431525,11 343 1.25 / 220 1.60 0.0! t 14-0-0 r 14-0-0 r 1 2 3 4 .5 5.00 1.5-4 1.5-4 6-6-13 SHIP 4-4 4.4 2 5-6 5-6 0-4- 51 D2 W:509 W:509 iQ R:990 R:990 U:-247 U(:--02477 2"-0 f� 7 i ' W .227 ad< " Ex c 06130 7 CIVI�� 1 Truswal)Systemstes an 20 Ta. unless shown YtV "t§"(1 a�, "H"/1ta.), r 203a�, psPo'nef�per JNnt Details Re�ort. CCycle++ p iter an Ise frame ales are positions as she a ave. Shi aY�e stuff totes to a of ovona wl structuro totes a staple . 10/18/2005 . Read all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: LUCIANO HOMES / PEITZ ARCHITECT This design In feran Individual building cemponam not Vuee system. it has been based on spoNRestlans provided by the somponed manufacturer W0: Dri Ve_N_rigs_L00007_J00001 and den* lnasearranes wlMfM eluent veralensef TPI and AFPA design *tender". No raspensi►Ility N assumed for dimensional securacy. Dsgnr: GH 1�LC = 16 WT: 14ii Dimenaisnsora fA be ver fi@4 by the asmperont manufasturer and/or Wilding designer priorle hYriestion. The Wilding designer must assshln that the Zeds utilised on this design meet orexasai the Nding imposed by the Kcal building Peds and the penieulargplicaden. The design assumes TC Live 16.00 psf Du rFacs L=1.25 P=1.15 that the lap shod is lalaralty Yrased by the reef ar floor ehaaMrNrg and the Yebera sherd Is laterally Yrased by rigid sheathing material diractly TC Dead 5.00 psf Rep Mbr Ind 1.15 attached, unless othe wiso noted. Bracing shown Is for lateral supped of semponenis members only M Muse Wailing 1-0. This somponoM Rep Mbr Comp 1.00 ® ahsR M be placed In any enMrenmed Ihst will souse the moisture sontent of the wed to exased 19%aMhr souse connector plate somssien. IC Live 0.00 psf Rep Mbr Tens 1.00 4445 Northpark Dr, Colo Springs, CO 10907 FaYdsote,handle,malaRadbrasothisInnisinassodansowith'JOINTDETAILS'YyTmewal,'ANSIRPII','WTCA1=WeedTmaCouncil of America Standard o. bsponsi6ilRiss, HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' 'M" IC Dead 8.00 psf O, C,Spacing 2- 0- 0 `1 SUMMARY SHEET lay TPLM TTruss Plate Institute (TPI)Absoted at D'OMrio DrM, Madison, Wisconsin 5371!. -(HIB-g1)aMMB-f DlaSl'n Spec CIC -01 TRUSPLUS 6.0 VER: T6.4.2 The AmerlsonFenetedPaperAsooalation(AFPA)Islasofedat11111Mh St@4NW, Ste t00,Washin lon,DC200311. TOTAL 33.00'sf DEFL RATIO: L/360 TC: L/36 Job Name: RIGSBEE GARAGE BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL it 1 0- 2-12 248 5.50" 1.50" BC 20 DFL I1 2 6- 0-12 288 1.50" 1.50" PLATE VALUES PER ICBO RESEARCH REPORT #1607. 3 8- 0-12 74 1.50" 1.50" Mark all interior bearing locations. 4 9-11- 0 57 1.50" 1.50" Install interior suport(s) before erection. 5 5-11- 4 55 1.50" 1.50" PLATING BASED ON GRE1N LUMBER VALUES. 'RG REQUIREMENTS shown are based ONLY on the truss material at each bearing MAX DEFLECTION (span) • L/999 IN MEM 3-4 (LIVE) L- -0.03" D. -0.03" T- -0.06" CRITICAL MEMBER FORCES: TC07MP. WR. / TENcz o.S. WR. CSIv 1-zJ.,3 laza 2-0 -4i(1.25)/ ! 1.25 0.2G 0 -0 20((((1.25J)))/ 21 1.25 O.S5 0-0 -1 1.25 / 2 1.w 0.00 Sc OOMP.((WR.)/ TENS.((DUR. CSI 3-4 5(1.25)/ Ii2(l.w •.16 4-0 0 1.25)/ 0 1.w 0.00 1 4-5-15 3-4 0-4-1 G 5.00 Truss ID: J10 plating specI; ANSI/TPI - 1.9.95 THIS DESIGLOAD THECASCOMPOSITE RESULT OF MULIF HANGERS ARE INDICATED ON THIS DRAWING, THEY ARE BASED ON 1.5" HANGER NAILS FOR 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY GIRDERS. IF 2.5" GUN NAILS ARE USED, THE HANGERS MUST BE RE-EVALUATED (BY OTHERS). 2 W:508 R:248 G -0-12R U:-23 1&A G -0-O t 3 4 OVER 5 SUPPORTS Q 2 UPLIFT REACTION(S) Support 1 -23 lb Support 2 -209 lb Support 3 -771Y Support 4 -40 lb This truss is designed using the CBC -01 Corte. Bldg Enclosed - Yes, Importance Factor 1.00 Truss Location - Not End Zone Hurricane/Ocean Line - No,Exp Category - C Bldg Length - 10.00 ft, Bdg Width - 40.00 ft Mean roof height - 9.26 ft, mph 80 CBC Standard occupancy, Dead Load - 12.0 psf 77ruSSww I 1y5toms Plates an 20 �a. unless shown Yy'18'(1 t fa.�'M( tg1 r MX 20 a. , P•sWoned per 1&11 PWils Retort Cimle�p ages am false frame otos an positioner as sh a w. aYTe stud taros b aJii�wedap with sWctun plates • ata le . 54 Read notes on this sheet and give a copy of it to the Erecting Contractor, W:108 3 all This design leer an indivtausi building "mpeneM net toss system. R Ms been based on specmntlene provided by the "mponeM manufacturer R:57 7-100PEITZ W:106 U:-40 2 2:- T W:108 U:-777 4-1)-11 I TC Live R:288 U:-209 DUPFiCS L=1.25 =1.15 Re' Mbr Ind 1.15 indIB 2-10-1 1 SHIP W:508 R:248 G -0-12R U:-23 1&A G -0-O t 3 4 OVER 5 SUPPORTS Q 2 UPLIFT REACTION(S) Support 1 -23 lb Support 2 -209 lb Support 3 -771Y Support 4 -40 lb This truss is designed using the CBC -01 Corte. Bldg Enclosed - Yes, Importance Factor 1.00 Truss Location - Not End Zone Hurricane/Ocean Line - No,Exp Category - C Bldg Length - 10.00 ft, Bdg Width - 40.00 ft Mean roof height - 9.26 ft, mph 80 CBC Standard occupancy, Dead Load - 12.0 psf 77ruSSww I 1y5toms Plates an 20 �a. unless shown Yy'18'(1 t fa.�'M( tg1 r MX 20 a. , P•sWoned per 1&11 PWils Retort Cimle�p ages am false frame otos an positioner as sh a w. aYTe stud taros b aJii�wedap with sWctun plates • ata le . 10118/2005 Read notes on this sheet and give a copy of it to the Erecting Contractor, Cust: LUCIANO HOMES / ARCHITECT all This design leer an indivtausi building "mpeneM net toss system. R Ms been based on specmntlene provided by the "mponeM manufacturer W0: Drive_N_rigs_L00007_]00001 7-100PEITZ SLC = 21 WT: 32� and done inassordann with the currsntwri of TM sit AFPA design standards. No responsibility is assumed far dimensional accuracy. building designer M fabd"tlon. The building designer must as"Asln that Dsjnr: GH Dimonslenean is be wrifed by the amponeM mandasWnr end/or prior it load* uWisd on this design meet or euued tbe leading Imposed by the le"I building sed• and tit Mdicuisr application. The design anumos, TC Live 16.00 psf DUPFiCS L=1.25 =1.15 Re' Mbr Ind 1.15 indIB lit Bu top aMrd is laterally brand bylbe toef•rfYershoothing and the bottom chord N I teraltybraved bys rigid sheathing matsrlaldln•tiy only mdu•o buckling length. This mponent " TC Dead 5.00 psf Rep Mbr 1.00 Mashed, union otherwise noted. Stealing ahenm Is for lateral support of nmpononta members Mull be M any environment that will "use the "Istum serdent of the weed to exiled 19% and/onus. "nnocter plate semalen.. BC Live O.00 psf Rep Mbr Tens 1.00 4415k Dr. not pissed Fabriecte, lundle, bMatl and bra" this truss In a••ordan•• with 'JOINT DETAILS' by Tnwwal,'ANSI/TPl 1', vurCA r -Weed true canal 'HANDLING INSTALLING AND BRACING METAL MATE CONNECTED WOOD TRUSSES' iC Dead 8.00 psf 0. C. Spaci ni 2- 0- 0 Design Spec CBC -01 Springs, CO iD�D7 of Amed "standard OnIgn Responsiblliies, {HI"l) and HIMt SUMMARY SHEET by Tel. The Tru" Plate institute (TPI) is lent•+ at D'Onofne 61w, Madison, WIa"nsin 53719. TOTAL 33.00 psf JDEFL RATIO • L/360 TC • L/li TRUSPLUS 6.0 VER: T6.4.2 1The Amod"n Fonts and PsperA"eciMion (AFPA) Is Wasted at 1111 jeh Straat, NW, Sts BOQ, Washinglen, DC 21039. Job Name: RIGSBEE GARAGE Truss ID: J10NT Qty: 2 IRG X -LOC REACT SIZE 111, TC 2x4 DFL #1 Plating spec . ANSI/TPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF UPLIFT REACTION(S) . support 2 -20D lb 1 0- 2-12 153 5.50" 1.50" 2 6- 0-12 2$$ 1.50 1.50" BC 2x4 DFL #1 PLATE VALUES PER ICBO RESEARCH REPORT #1607. MULTIPLE LOAD CASES. Support 3 -77 Support 4 -40 16 lb bdestien. Tilding designer must aseertain that Dlmenstonwre to M wdflW byBw oempemnt mnufaaknr arWJ6r building designer prlsrb MThe W the Nods utillsd on this design meet oremsed the loading Imposed by the lesal building sede and Be, partleularappNwtion. The design assumes 3 i- 0-12 74 1.50" 1.50" Mark all interior bearinglocations. IF HANGERS ARE INDICATED ON THIS DRAWING, LASED ON 1.5" HANGER NAILS FOR This truss is designed using the that led lop chard N laterally brssed by led red or Mer sheathing and ted bottom chord N laterally biased by a rigN~hing material directly 4 5-11- 0 57 1.50" 1.50" 4 55 1.50" 1.50" Install interior sura ert(s) before erection. BASED ON GREEN LUMBER VALUES. THEY ARE 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY CBC -01 Code. aMshed, unless olMrwise noted. Bnoing shown Is Mr lateral support of eempanerns members only to Muse buckling length. This aampsnent 1.00 5 5-11- IRG REQUIREMENTS shown are Yasd ONLY PLATING GIRDERS. IF 2.5" GUN NAILS ARE USED, THE I1#B Enclosed - Yes, LocationNot Importance Factor - End Zone 0.00 psf on the truss material at each bearing 4415K Dr. HANGERS MUST BE RE-EVALUATED ($Y OTHERS). Truss Hurricane/Ocean Line - No Exp Category - C MAX DEFLECTION (span) • L/999 IN MEM 3-4 (LIVE) -(HII-91) and 'HIS -91 SUMMARY SHEET by TPI. The Tree Rome Instlluto (Tri) is I at D'Onofrio Drive, Madison, Wlseansln 53719. TOTAL Bldg Lenr�th $0.013 ft, Bid@ Width - 40.00 ft L- -0.03" D. -0.03" T- -0.06" Mean roof height - 9.26 ft, mph $0 CIC Standard Occupancy, Dead Load -. 12.0 psf CRITICAL MEMBER FORCES: Tc COMP. WR. / TENS. d1R. 6I ((1.f03/ 1-2 -153 62((1.25)) 0.27 2-0 -4$(1.25)/ !(1.25) 0.25 0-0 -20((1.253/ 21((1.2533 0.05 0-0 -1 1.25 / 2 1.60 0.00 TENSff'0CI tC COMP, ((D1U.R25)/ R))O 3-4 0 1. 40 0Oii1.25 •.00 4-5-15 3-4 81 W:50i R:1i3 U: 6-0-0 3 41 OVER 5 SUPPORTS 1 5.00 2 54 W:10i R:57 U:-40 T4-5-15 SHIP 2-10-1 1 two, 77ruswiI)Svsbmsr�atesfarB20 a. unless shownYy9M(tt�a�,'H"(1t, a. por"MX" NO(20'a�,poeltiono�prI IM DetailsRe�ort. Circled p ices an alae ramp pates an pasluone ss shoe a eve. hl Ylo stud 1at95 N a or ovenap wi structural iotas • sIS . 10,18/2005 WARNINGReadait Motes on this sheet and give a Copy Of it to the Erecting Contractor. Cust: LUCIANO HOMES / PEITZ ARCHITECT This design Is for on Individual building sempenord not truss "am. R hos been based on specifications provided I'y the ssmpsnsnt manufacturer WO: Dri ve_N_ri gs_L00007_300001 and dons In scserdanse with the current versions of Tlel and AFPAdestgn standards. No responsibility is assumed for dimensional ascumcy. Dsgnr' GH ' #LC - 21 WT' 30# bdestien. Tilding designer must aseertain that Dlmenstonwre to M wdflW byBw oempemnt mnufaaknr arWJ6r building designer prlsrb MThe W the Nods utillsd on this design meet oremsed the loading Imposed by the lesal building sede and Be, partleularappNwtion. The design assumes .TC Live 16.00 psf Du rFaCS L=1.25 P=1.15 that led lop chard N laterally brssed by led red or Mer sheathing and ted bottom chord N laterally biased by a rigN~hing material directly TCDead 5.00 psf Rep Mbr $nil 1.15 aMshed, unless olMrwise noted. Bnoing shown Is Mr lateral support of eempanerns members only to Muse buckling length. This aampsnent Rep Mbr COIR' 1.00 "it not be ptosed M any onNrenment that will souse Bre moisture MmsR of the weed to a)aaed 19% and/or Carso wnnocter plate wnoston. IC Live 0.00 psf Rep Mbr Tens 1.00 4415K Dr. Fsbdwhr, handle, Install and brew this buss In aewrdanes will 'JOINT DETAILS' by Trumal,'ANSI/TPI 1','WTCA 1' -Weed Trews Council of Amens. Standard Design Resper.6111i 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' IC Dead iOO psf . OC $ aCl n 2- O- O . .p Design Spec CIC -01 Coo Springs r CO $Ol07 -(HII-91) and 'HIS -91 SUMMARY SHEET by TPI. The Tree Rome Instlluto (Tri) is I at D'Onofrio Drive, Madison, Wlseansln 53719. TOTAL 33.00 psf DEFL RATIO: L/360 TC: L/li TRUSI•LUS 6.0 VER: T6.4.2 4The AmedwnForam and Paper AseoelaBon(AFPA)Nlocated atIll 119th 6moot,NW,St98W,Washingten,DC2DO35. Job Name: RIGSBEE GARAGE Truss ID: J12 Qty: 2 BRG X -LOC REACT SIZE Il TC 2x4 DFL tl Plating spec • ANSI/TPI - 1995 UPLIFT REACTIONS) 1 0- 2-12 248 5.50" 1.50" BC 2x4 DFL #1 THIS DESIGN IS THE COMPOSITE RESULT OF This design Is for an Individual builoing sempomnt net tar system. R has been based on specifications provided by the sempomnt manutoslurer Support 1 -8 1� 2 G- 0-12 239 1.50" 1. SO" PLATE VALUES PER ICBG RESEARCH REPORT !1607. MULTIPLE LOAD CASES. Sup ort 2 -211 lis 3 8- 0-12 70 1.50" 1.50" Mark all interior bearing locations. IF HANGERS ARE INDICATED ON THIS DRAWING, psf Support 3 -102 16 4 10- 0-12 129 1.S0" 1.50 Install interior support(s) before erection. THEY ARE BASED ON 1.5" HANGER NAILS FOR TC Dead 8C Live IC Dead TOTAL Support 4 -95 lir 5 11-11- 0 42 1.50" 1.50" PLATING BASED ON GREEN LUMBER VALUES. 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY Support 5 -46 16 6 5-11- 4 55 1.50" 1.50" This truss is designed using the GIRDERS. IF 2.5" GUN NAILS ARE USED, THE BRG REQUIREMENTS shown are based ONLY CBC -01 Code. HANGERS MUST BE RE-EVALUATED (BY OTHERS). on the truss material at each bearing Bldg Enclosed - Yes, Importance Factor - 1.00 MAX DEFLECTION (span) Truss Location - Not End Zone L/999 IN MEM 3-4 (LIVE) Hurricane/Ocean Line - No Exp- C L- -0.03" D- -0.03" T- -0.06" .Category Bldg Length - $0.00 ft lfd Width - 40.00 ft CRITICAL MEMBER FORCES: TC COMP.<<<(((OUR.))/ TENS, CSI Mean roof height - 9.fG ft, mph - i0 1-2 1!4(1.60/ i2 1.253 0.27 CBC Standard Occupancy, Dead Load - 12.0 psi 2-0 H 1.60 / g}51.25;2) 0.26 0-0 66 1.60 / 27 1.25 0.05 0-0 23 1.25 / 15 1.25 0.04 0-0 1 1.25 / 2 1.60 0.00 BC(DUR.)/ TENS. (OUR.) CSI 3-4 0(1.253/ 21!(1.603 0.16 4-0 0(1.25 / 0(1.25 0.00 1 2 5.00 155 W:10i R:42 U:46 5-3-15 V1 1085-i-11 R:289SHIP TR:70 U:-2112-113-40-4-1 51 aW:508 :,0i i�U-12 w� U.2iiG0-12 1 S� G-0-0 3 4 N .22 'C OVER G SUPPORTS Ex :06!30 T ,,.. __. _�► T u- latets an��aalse Jrr* 2 a. unless shown r' "18% fa.1, "11978 a. , r'Iu0('(TWNDC 20�a�, peslliend per Joint Petails Re�.rt. Circle f pates are ositione as shown alfwe.5hf� �YTe stuff plates to a i overlap with structure plates o staple . - 10/18/2005 Read all notes on this sheet and give a copy of It to the Erecting Contactor. Cust: LUCIANO HOMES / PEITZ ARCHITECT This design Is for an Individual builoing sempomnt net tar system. R has been based on specifications provided by the sempomnt manutoslurer WO: Drive_N_rigs_L00007_300001 and dam In tceedanse with the current NroNns afTPI and AFPA Malin standards. No responsibility is assumed for slImsnsisnsl socurocy. Dina -al rsara to be verified by the semponent manuhsturer and/or building designer prior to fsbrieallen. The building designer must sssenein that Ds�n r' GH #LC - 2' WT' 36 TC Live 16.00 psf Du rFacs L=1.25 P=1.15 the Mads WIIsed on MN design moot ersxsoed ire loading Imposed bylho Neat building "doand the particular application. The design assume F ® 4445 Northpark Dr. Cd, o Springs, CO i09O7 TRUSPLUS 6.0 VER: T6.4.2 thatlho lop Meng N laterally brooad bylM roti erMersho thing ant the bottom chord le Iaterollybro.ed bye Aged •hosMing msbrtat dlrastly atle.lad, unless Wrrwiss Med. araoing shown Is for lateral support of samporents membri only to Muse bucklby length. This semperent shall net M plosed In any onvirenrnerd that will souse the moisture sentont of the, wood to Dread 16% and/or suss sennecter pate serration.. Fabricate, hang., Install and bra« Yds buss In se«ti.nes with 'JOINT DETAILS' by Truswal.'ANSI(nal 1', WTCA r -Woad Truss Council of Amedes Standard Design Responsibilities, HANDLING INSTALLING AND ■RACING METAL MATE CONNECTED WOOD TRUSSES' -(HIB-61) and HIB41 SUMMARY SHEET by TPI. The Truss Plato Instituto (TPI) Is toasted at D'Onefdo Ddvs, Madison, Wtosensin 53716. The Amedean Forest end Paper Association (AFRI) is located at 111116th street, NW, ate 600, Washington, Dc 20036. TC Dead 8C Live IC Dead TOTAL 9.00 0.00 8.00 33.00 psi 'sf psf 'sf Rep Mlbr gnat .1.15 Rep Mb r COIR' 1.00 - Rep Mbr Tens 1.00 O. C. Spaci ng 2- 0- 0 Design Spec CBC -01 DEFL RATIO: L/360 TC: L/li 1 5.00 Job Name: RIGSBEE GARAGE BRG X -LOC REACT SIZE REQ'D 5.50" 1.50" TC 2x4 DFL #1 BC 2x4 DFL #1 1 0- 2-12 113 289 1.50" 1.50" PLATE VALUES PER ICBO RESEARCH REPORT #1607. 2 G- 0-12 3 1- 0-12 70 1.50" 1.50" Mark all interior Yearinrr�� locations. 4 10- 0-12 129 1.50" 1.50" Install interior supports) before erection. 5 11-11- 0 42 1.50" 1.50" PLATING BASED ON GREEN LUMBER VALUES. 6 5-11- 4 55 1.50" 1.50" 1Y BRG REQUIREMENTS shown are Is sed ONLY MULTIPLE LOAD CASES. IF HANGERS ARE INDICATED ON THIS DRAWING, on the truss material at each bearing Support 4 -95 5 -46 MAX DEFLECTION (span) ' i1�D: DriVe_N_ri�s_L00007_)00001 L/999 IN MEM 3-4 OLIVE) #LC 29 WT: 34# L- -0.03" D- -0.03' T- -0.06" Ot1TIGL MEMBER FORCES: p1R. CSI TC 0014. DUR. / TENS'17 Dsgnr: CH 1-2 -194((1.60))/ i2 1.25 0.27 Import- 1.00 2-0-i4(1.f07/ 9 1.25 •.2i HANGERS MUST BE RE-EVALUATED (BY OTHERS). 0-0 is 1.f0 / 27 1.25 0.05 Trus 0-0 21 25 0 04 12 1.60 DurFacs L=1.25 #-1.15 Rep Mbr ind 1,15 0-S 1.25 / 0.00 K COMP. FUR.)/ TENS.(WR.) CSI T'Wt - No, Exp - C ft, Bldg Width - 40.00 ft 3-4 0(1.25)/ 219 3 0.16 . . Re' Mbr Comp, 1.00 4-0 0 1.25)/ 0 1.25 0.00 Bldg Length - Mean roofheirsg�ht - 1 5.00 W;10iU:-102 I SHIP R:2i9 U:-211 2-1)-1 W:509 R:1i3 U: U: C -0-O I ' 3 4 OVER 6 SUPPORTS Ro Qt : 2 Truss ID: J12NT �� 10/18/2005 Plating spec • ANSI/TPI - 1995 UPLIFT REACTIONS) : Support 2 -211 1b - THIS DESIGN IS THE COMPOSITE RESULT OF Support 3 -102 1Y Cust: LUCIANO HOMES / REITZ ARCHITECT MULTIPLE LOAD CASES. IF HANGERS ARE INDICATED ON THIS DRAWING, Support 4 -95 5 -46 1V lb i1�D: DriVe_N_ri�s_L00007_)00001 THEY ARE USED ON 1.5" HANGER NAILS FOR NAILS FOR MULTI -PLY #LC 29 WT: 34# Su Is This truss is designed using the 1 -PLY AND 3" HANGER GIRDERS. IF 2.5" GUN NAILS ARE USED, THE Dsgnr: CH CBC -01 Code. Bldg Enclosed -Ye, Import- 1.00 HANGERS MUST BE RE-EVALUATED (BY OTHERS). DlmomlomsroY be verified Ivy the sempomrd menurmohnorand/er Wilding doaigmr prior I.fabrintion. piication. The design aumes leads on this design most or oxned to Ioedrq imposed YY" local buildkrg sods and the perticularspss Trus End Factor DurFacs L=1.25 #-1.15 Rep Mbr ind 1,15 Hurricane/Ocean Line 10.00 - No, Exp - C ft, Bldg Width - 40.00 ft 9.00 PIsf . . Re' Mbr Comp, 1.00 Bldg Length - Mean roofheirsg�ht - 9.26 ft, mph - 80 12.0 iC Live 0.00 psf Rep Mbr Tens 1.00 CBC Standard Occupancy, Dead Load - psf shall wbe pissed In any srMrom ant that will "Us* 11110 mWturs nm.moftheweedt..xs.ed19%and/ornm.cenmcterplwnrrosien. Fobdeste,handle, install and M"this VunlnsondennwRh'JOINT DETAILS'byTmewal,'ANSIrM11,'WTCA1'-WaadrnwCouncil 2 6.00 psf O.C.Spacing 2- 0- 0 44 5®k Dr. 4 P Colo Springs, CO 80907 .f Am.rtn s eodard Malgn ResPemi►IIRles, HANDLING INSTAWNG AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' 65 33.00 psf Design Spec CBC -01 DEFL RATIO: L/360 TC: L/18 TRU SPLUS 6.0 VER: T6.4.2 (HIB-91)and'Hu-61SUMMARYSHEETbyTPLTh.Tn.sPlwlnatlrm(MI)isbotedatD'GnefrieDrive,Madleen,Wianminca�l+. The Arnerinn Forest and P.porAn.Natlen (AFPA) le lamed at 1111 19th Street, NW, Ste 101, Washington, DC 20031. W:10i 4 R:42 W:108 U:46 3 R:129 W109 U:-95 2 R:70 54-15 W;10iU:-102 I SHIP R:2i9 U:-211 2-1)-1 W:509 R:1i3 U: U: C -0-O I ' 3 4 OVER 6 SUPPORTS Ro �� 10/18/2005 7mSwpl S�slams Plates ire 20 a. unites shrwn Yy'16'(11 a. ,'1i" t ■a. , r "ND(" MX 20�a�, puslUonN per Joint fetalis ort. isles to a of wenap with structural plates o�sta le . �YleWARNING - Circle+ IStes and false frame rates an osi0oner as sha�ow.ShiR stud Read notes on this sheet and give a copy of it to the Erecting Contractor. Cust: LUCIANO HOMES / REITZ ARCHITECT - all This design Is has been based onspeelfiestiemProvided bythoesmporndmanufacturer N i1�D: DriVe_N_ri�s_L00007_)00001 #LC 29 WT: 34# and dens In sessrdonse with lit sumnl•wrolsm of Tel and AFPA design standards. N. rospenailli".mmod for dimensional aeouracy. The Wilding designer must sanrtmin that Dsgnr: CH - DlmomlomsroY be verified Ivy the sempomrd menurmohnorand/er Wilding doaigmr prior I.fabrintion. piication. The design aumes leads on this design most or oxned to Ioedrq imposed YY" local buildkrg sods and the perticularspss TC Live 16.00 psf DurFacs L=1.25 #-1.15 Rep Mbr ind 1,15 the utiliasd by rigld sho" mwtorial directly that to by sherd Is laterally Erased byth. reef or floor sheathing and the bottom chord Is Isteralty bmeed vel This TC Dead 9.00 PIsf . . Re' Mbr Comp, 1.00 attached, union oftnvles nsted. BrsNng shown N for lateral support of nmpemnts members only to redun buckling length. component iC Live 0.00 psf Rep Mbr Tens 1.00 shall wbe pissed In any srMrom ant that will "Us* 11110 mWturs nm.moftheweedt..xs.ed19%and/ornm.cenmcterplwnrrosien. Fobdeste,handle, install and M"this VunlnsondennwRh'JOINT DETAILS'byTmewal,'ANSIrM11,'WTCA1'-WaadrnwCouncil BC Dead 6.00 psf O.C.Spacing 2- 0- 0 44 5®k Dr. 4 P Colo Springs, CO 80907 .f Am.rtn s eodard Malgn ResPemi►IIRles, HANDLING INSTAWNG AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' TOTAL 33.00 psf Design Spec CBC -01 DEFL RATIO: L/360 TC: L/18 TRU SPLUS 6.0 VER: T6.4.2 (HIB-91)and'Hu-61SUMMARYSHEETbyTPLTh.Tn.sPlwlnatlrm(MI)isbotedatD'GnefrieDrive,Madleen,Wianminca�l+. The Arnerinn Forest and P.porAn.Natlen (AFPA) le lamed at 1111 19th Street, NW, Ste 101, Washington, DC 20031. Truss ID: J14 Qtv: 1 Job Name: RIGSBEE GARAGE UPLIFT REACTION(S) - 1995 lb 2x4 DFL dIl Plating spec • ANSI/TPI DESIGN IS THE COMPOSITE RESULT OF Support 1 Support 2 -9 -213 lb IRIS X -LOC REACT SIZE REQ'D 1 0- 2-12 249 5.50" 1.50" TC 2x4 DFL fl THIS BC MULTIPLE LOAD CASES. HANGERS ARE INDICATED ON THIS DRAWING, VALUES PER ICBO RESEARCH REPORT x1607. Sup►ort 3 Supp rt 4 -101 lb -99 lb 2 6- 0-12 Zig 1.50" 1.50" 3 f- 0-12 71 1.50" 1.50" PLATE IF Mark all interior bearing locations. THEY ARE BASED ON 1.5" HANGER NAILS FOR ort(s) before erection. 3" HANGER NAILS FOR MULTI -PLY Support 5 Support G -78 lb -44 lb 4 10- 0-12 127 1.50" 1.50" 1.50" Install interior sus 1 -PLY AND BASED ON GRUN LUMBER VALUES. GIRDERS. IF 2.5" GUN NAILS ARE USED, THE 5 12- 0-12 10i 1.50" 13-10- 3 42 1.50" 1.50" PLATING This truss is designed using the HANGERS MUST BE RE-EVALUATED (BY OTHERS). G 7 5-11- 4 55 1.50" 1.50" CBC -01 Cde. BRG REQUIREMENTS sh. are basil ONLY Bldg Enclosd -Yes, Importance Factor - 1.00 on the truss material at each bearing Truss Location - Not End Zone MAX DEFLECTION (span) Hurricane/Ocean Line - No ExpCategory4 - C - 4_0.00 ft ft Bft, L/999 IN MEM 3-4 (LIVE) L- -0.03" D- -0.03" T- -0.06" Bldg LenrJth - 90.00 mph Mean roof height - 9•1Dead�L�n� - 12 0 ►sf occupancy, - CRITICAL MEMBER FORCES: TC COMP. DUR. / TENS. DW. CSI CBC Standard 234 1.60 / 62 1.25 0.27 1-2 -23"1 2-0 -123 1.60 / g 1.25 0.26 - 0-0 -107 1.60 / 27 1.25 0.05 g-0 -il 1.f0 / 20 1.25 0.04 0-0 -21 1.25 / 15 1.25 0.03 0-0 -1((1.25))/ 2 1.60 0.00 - - - {O COMrOlW601% TEN5iSm0 4Csi 1.25 00 1 2 5.0 B9 W:10f 5 R:42 W:10 U:•44 4 R:10f W:10f U: -7i 3 8;127 - W:10f U: -t9 6.1-10 2 R:71 T SHIP - W:10f U:-101 R:2tg 2-10-1 U:-213 3.4 I % II 04-1 B - :10f W W:509 R:24f 1-0-12 12 0-0-12 2-0-12 1 10-15 U: -B F1 _ s-0-0 N .227 -C it 3 4 Ex :06130 7 OVERT SUPPORTS CIY1 j1►�~ 10/18/2005 1t"(tMai. 'H" a. or"MX" IW(2 8� �wiUond►erJointQoloitsRe�rort. Stele slug Fates U of o erlap � structuro Fates o staple . GNl d)S stemsP�atosero20ta.unlessshwanb rc a cos apo else ramp aces are sifirf as shoaoft.5h1 Cust: LUCIANO HOMES / PEITZ ARCHITECT notes on this sheet and give a copy of it to the Erecting contractor. Drive_N_rigs_L00007_100001 Read all WARNINGWO: This design k ter m IMIvYusi building somPonant not truss system. N has been based an spa idliesttern PmvN.d by No som►on.nt manutaeluror No Dsgnr: GH SLC. 45 40 and dons in oceardanoe with Na sunent versions of TPI and AFPA design standards. responsibility M fabriaNn•Th building bs R� must snorloin that building designer rTC Live P>•1.15 16.00 psf Dimonelonsere is be verifid by the ear ad manuraim, amend the Inds utiliad on this design most at a.nd Bra badB7 impend byline bsol Yuiteing oedo eM the portlwtanpolisatNn. TM dsolgn asoumos brand by • ng material directly TC Dead -. Re' Mbr Brad 1.15 x.00 psf RepDurFacs rill 1.00 that to LP shard 1. laterally bre by Yr raaf orMor sMsthin! apo tie amps ants+ a be rs o buckling lag Thlssomponsnt BnNM abowrt M fir IaUnl port of somponems members only to Muso ►uckling MMth• SC L1 ve Ret. Mbr Comp 0.00 psf Rep Mbr Tens 1.00 NUand, unbso atMrwMo rrMd. shall net NPtaed Many onviranrnent Nat will nun No moisturs sonUnl et the wed Uano.dta%and/ornun nnrwolar Plate nmsien. DETAILS by Tnwwal,'ANSNTrI Trues BC Dead i.00 psf O. C. Spacing 2- 0- 0 44 Nort pa k Or. Fabricate, handle, brown and base this buss in■csordanea whh'JOINT TRUSSES' CONNECTED of Madre Standard Design Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' TOTAL Design Spec CBC -01 Design 33.00 �Bsf DEFL RATIO: L/3G0 TC: L/li 15® Colo Springs, CO 10907 (F IBgt)adHTBsisuMMARYSHEETbyTn.TheTn■.rl■t. Intit"te(nal)Is•nUdataBnefn.o++,Madin^,wase"'I"iaTv' 1111 tglh stra.t, NW, Ste a00, WashingMn, oc 20$K. TRUSRLUS 6.0 VER: T6.4.2 The American Forest and Paper Association (AFPA) b Wasted at Truss ID" J14NT 01: 1 Job Name: RIGSBEE GARAGE plating spec : ANSI/TPI - 1995 UPLIFT REACTION(S) • BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL *1 THIS DESIGN IS THE COMPOSITE RESULT OF Support 2 -213 lb 1 0- 2-12 183 5.50" 1.50" BC 2x4 DFL I1 MULTIPLE LOAD USES. Support 3 -101 16 2 6- 0-12 2ii 1.50" 1.50" PLATE VALUES PER ICBG RESEARCH REPORT 11607. IF HANGERS ARE INDICATED ON THIS DRAWING, Support 4 -i! 1b 3 1- 0-12 71 1.50" 1.50" Mark all interior bearing locations. THEY ARE BASED ON 1.S" HANGER NAILS FOR Supprt 5 -78 16 4 10- 0-12 127 1.50" 1.50" Install interior su;rport(s) before erection. 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY Support 6 -44 lb 5 12- 0-12 l0i 1.50" 1.50" PLATING BASED ON GREEN LUMBER VALUES. GIRDERS. IF 2.5" GUN NAILS ARE USED, THE _ 6 13-10- 3 42 1.50" 1.50" This truss is designee using the HANGERS MUST BE RE-EVALUATED (BY OTHERS). 7 5-11- 4 55 1. SO" 1.50" CBC -01 Gee. BRG REQUIREMENTS shown are lased ONLY Bldg Enclosed - Yes, Importance Factor - 1.00 on the truss material at each bearing Truss Location - Not End Zone MAX DEFLECTION (span) ' Hurricane/Ocean Line - No Exp Category - C L/999 IN MEM 3-4 (LIVE) Bldg Lens� th - $0.00 ft, Bid, Width - 40.00 ft L- -0.03" D- -0.03" T- -0.06" Mean roof height - 9.26 ft, mph - $0 CRITICAL MEMBER PORCES: CBC Staneare Occupancy, Deae Loae - 12.0 psf TC GOMP. WR. / TiNS.11.60 OUR. CSI 1-2 -234 l.w / c21.25 0.27 2-0 -123 1.60 / !1.25 0.26 0-0 -107 1.w / 27l.zs a.os 0-o a 1.w / 20l.zs o.04 0-0 -21 l.zs / 151.2s o.i3 o -o -1 l.zs))))/ z(()) 0.00 4 0P0(lu2i)/50(8125) 016 00 1 2 5.00 Di W:10i 5 R:42 W:10 U:-44 4 R:10 W:10 U: -7i 3 R:127 6- 1-10 R:71 U: i9 T SHIP 6-1-10 2 R:71 I WAD U:40 R:2ii 2-10-1 -2, 13-4 I r 04-1 {1 W:50i 6-0-12 2 0-0-12 2-0-12 3-10-15 w` R:1i3 U: U. 3 6-0-0 4 ; N .227 n,C ri Ex :06130 7 OVER 7 SUPPORTS CIVI�� Truswpl �S tamsates�ire 20 }a. unless shown YY 1 t -(1t ■a. , "H"r(,1`i a. , r TAX" NOC 20�a�, easmane�per Jalnt Details Report. 10/18/2005 Circle• p s an also me ares aro psluoner as s% ajaw.5hl 11e slue ales to a ei • eAa w^ sVuctural rates or ata le • CUst : LUCIANO HOMES / TEJTZ ARCHITECT WARNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor. This design Is for on Individual building «mpred not W« system. R has been based an specificade tions preNd by the «mpmnt manufacturer WO: Dri Ve_N_rl gs_L00007_J#OCO- 45 VJ r: 38# and done in eccedan« with the current versions of TM and AFPA design stan+eNs. No responsibility Is assumed far dimensional accuracy. DSO n r • GH DlrtnreWnsaraoMve+Md by Mo «mprent menufadureroedhr building designer priortofobrMotlan. The building designer must aseertaln Mot the Weda sore Is be wrlled b the sompocoed the leading bnp«d Hy1M W«I building *"*end the pr9sular appliestion. TM design assumes TC Live 16.00 psf Du rFacs L=1.2 5 P=1.15 TC Dead 9.00 psf Rep Mbr BnA 1.15 that the by shod la laterally bred by the rest orfloor "a" end the behem shad W falerally►reoed by rigid sheathing malerial dires0y Rep Mb Comp 1.00 attached, wless otherwise noted. Bracing shown is far lateral support at «mpens members only W radu« buckling length. This «mprent Rep Mbr Tens 1.00 shall relies W «d in arty arMrertmantThatwill«u« Mr "Isture «ntent of Mr weed to eooad is% and/or aueo «nectar plata senaslen. iC Live O.00 psf ri«fa hoMla, Install and bra«ahls truss; in ac«den«wRh'JOINT DETAILi'by Truswal,'ANSI/fPl 1','WfCA 1'-WaodDT SUB TRUSSES' LC Dead $.Do psf O.C.Spacinj _ `C-01 O Fab D WOO eC C ® CONNECTED n S 44445 Springs, Dr. atAmo i«BWMad Design RaspndNlRies, HANDLING INSTALLING AND BRACING METAL PLATE CO DesL p G7dr Spnngs, CO i0907 {HIB-91)ond'HIB-81 SUMMARY SHEET' by TIM. Th.TrwsPlaMlrolRue(TPI)Isla«odatD'OnatdeDrive, Ma+i«^,vea«n.ins371i. TOTAL 33.00 psf DEFL RATIO: L/360 TIC L/li TRUSPLUS 6.0 VER: T6.4.2 The Aered«n Fared ant Paper Assadedan (AFPA) W W«ted at 1111 19th Street, NW, Ste 800, Washington, DC 20036. Job Name: RIGSBEE GARAGE Truss ID: J2 Qty: 4 IRG X -LOC REACT SIZE REQ'D 1 0- 2-12 150 5.50" 1.50" TC 2x4 DFL #1 BC 2x4 Rlatin� spec • ANSI/TPI - 1995 U►LIFT REACTIONS) 2 1-11- 0 73 1.50" 1.50" DFL #1 PLATE VALUES PER ICBO RESEARCH REPORT #1607. THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. Support 1 -42 lb 3 5-11- 4 39 1.50" 1.50" BRG REQUIREMENTS shown are based ONLY Mark all interior bearin locations. Install interior IF HANGERS ARE INDICATED ON THIS DRAWING, Support 2 -22 lb This truss is destined the en the truss material at each bearing supports) before erection. Shim (if needed) far THEY ARE BASED ON 1.5" HANGER NAILS FOR CBC -01 Code. using MAX DEFLECTION (span) NGBAbearings real. support. PLATING BASED ON GREEN LUMBER VALUES. 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY GIRDERS. 31## Enclosed - Yes, Importance Factor - 1.00 L/DD! IN MEM 3-4 OLIVE) IF 2.5" GUN NAILS ARE USED, THE Truss Location - Not End Zone L- -0.01" D- -0.01' T- -0.02" Otrr1CAL MEMBER HANGERS MUST BE RE-EVALUATED (BY OTHERS). Hurricane/Ocean Line - No Exp Category - C FORCES: Tc mM1. (DUR. / 7EN5. WR. CSi Bldg Length - 10.00 ft, B{# Width - 40.00 ft 1-z 14(1.253/ 1.zs 8.10' Mean roof het ht - Occupancy, 8.42 ft. m h - i0 z -o -1(1.26)/ z((�1.co)3 o.00 2 CBC Standard Dead Load - 12.0 psf BC CDM TEN32r, t5 0.11 4 0 0 1.25)/ 0.00 - 2 5.p �.T 1 3-472I i_i! 15 1 ��i)P Ll ( 1 3 6-M ) i ,Ir fi N .2276 < Ex : 06130 7 ti. CIVI CUdN- Tates dndfalse {rime Bates are �si1Nriefas sBiwlTai{ivo. hi • cu a. , psnimee BerJom[ Uetall3 RB ort. P b e stud laces N a of wodap w tit sVuctura, lates 0�staple .10/18/2005 WA Read all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: LUCIANO HOMES / PEITZ ARCHITECT This design Is for an inawu.I wilding se rent net Ims o system. It has been based on sp offieswn. F,.vnar by r,. «mFan-t manufacturer W0: Dri ve_N_ri gs_L00007_100001 and done In sesedanse whh On surrod wrslens of Tel and AFPA design standards. No responsibilityle assumed for di, masonry. Dirronsloreareto be wd%d by the«mponad manufacturer and/or building designer prior to falrisahen. The building designer must eseartaln Brat Dsinr: CH #LC - -17 WT: 17# do leads utilized en this design meet or exaead the loading imposed bytha heal building Beds and the pancculerapphsatlon. The design •asoma• TC Live 16.00 psf Du rFacs L.1.25 p=1.15 that the top chord Is laterally brand by Wo roof erMorshaathing and Wa bottom chord N laterally based bye rigid sheathing material alneelly allaehad, unless eMorwlas no*d. Smaing aMawn kforMNnl support of sempenents rnembe s only Muse buckling length. This sempsnord TC Dead 9.00 psf Rep Mbr Ind 1.15 ® shall not be plesed In anyerMnnment that will souse to melstura eonlem of" wood to eased I$% and/or could senneclsrplot. sere.ien. Rep Mbr Comp 1.00 4445 Northpark Dr. Febdeale, handle, instill and brass No truse In acesdanse with 'JOINT DETAILS' by Truawal, ANSIrnaf i','WTCA V -Weed Truss Council IC Live 0.00 psf P Rep Mbr Tens 1.00 COLO Springs, CO iD907 NAmedse Blended Cosign Responsibilities, HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' IC Dead 6.00 psf O.C.Spacing 2- 0- 0 -(HD-B1) a d HIB -g1 SUMMARY SHEET by TPI. The Truss Plato institute (TPI) IB lesetad al D'Onaldo Ddw, Madison, Wls«nsln 5s7u. Design Spec CIC -01 TRUSRLUS 6.0 VER: T6.4.2 The Annerlson Forest and Paper Association (AFPA) Is issated at 1111 119th Strest, NW, Sla 800, Washington, DO 20038. TOTAL 33.00 psf DEFL RATIO: L/360 TC: L/li ' Job Name: RIGSBEE GARAGE BRIG X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 1 0- 2-12 219 5.50" 1.50" BC 2x4 DFL #1 2 3-11- 0 96 1.50" 1.50" PLATE VALUES PER ICBO RESEARCH REPORT #1607. 3 5-11- 4 46 1.50" 1.50" Mark all interior bearing locations. BRG REQUIREMENTS shown are based ONLY Install interior support(s) before erection. on the truss material at each bearing Shim bearings (if needed) for red. support. MAX DEFLECTION (span) • PLATING BASED ON GREEN LUMBER VALUES. L/D!! IN MEM 3-4 (LIVE) L- -0.02" D- -0.02" T- -0.04" CRITICAL MEMBER FORCES:T0pTE NS 1- 'i 1.if'M) ON 2l(1.252 1.60 ! BC COM►. WR.)/ TQS.((OUR.)) CSI 3-4 0(1.253/ (0(1.803 0.13 4-0 0 0.l0 / 0 0.90 0.00 1 Truss ID: J4 Plating spec . ANSI/TPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. IF HANGERS ARE INDICATED ON THIS DRAWING, THEY ARE BASED ON 1.5" HANGER NAILS FOR 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY GIRDERS. IF 2.5" GUN NAILS ARE USED, THE HANGERS MUST BE RE-EVALUATED (BY OTHERS). 5.00 2 I Q 4 UPLIFT REACTION(S) Support 1 -53 1b Supprt 2 -60 lb This truss is designed using the CBC -01 Code. old@ Enclosed - Yes, Importance Factor - 1.00 Truss Location - Not End Zone Hurricane/Ocean Line - No Exp. Category - C Bldg Lenr�th - 10.00 ft, il�� Width - 40.00 ft Mean reef heil�ht - B.i4 ft, mph - 90 CBC Standard Occupancy, Dead Load - 12.0 psf ,15 2-4-11 SHIP a S/� U: �I 6 -OA I 3 4 77ruSsww I)SVys5tems ales an 20 tae unless shwvn v "1i'(1 B ffa� 'H (1/ a.), NIX 20'g�, pBM o per Joint Details Reptt frame ales are sitirano� as showrT a Tues axle stud ales to a of node with structural plats or staple . 10/its/Mb Circle�p ales an also Read all notes on this sheet and give a copy of It to the Erecting Contractor. Cust: LUCIANO HOMES / PEITZ ARCHITECT This design is for an indihdwl building bemponent not tares"am. It hsYssnenadennecmationamevldod byth.nmponerdmanufactursr WO: Drive_N_rils_L00007_100001 WT: 21# and den In noordarse wa the current wrslea of Tal old AFPresponsibility design standards. No eponsibility is assumed for dimensional accuracy. Dsgnr: CH #LC. = 17 Dlmenslonearo to be wrmad by the oemperent manufaslurar and/or building designer prior to fabr ration. The building designer must anenain that the leading Impend by the Meal building seg. and t o particular application. The design assumes TC Live 16.00 psf Du rFacs L-1.25 P=1.15 the leads utilized on this design most or eased that Chad islaterally brand by#* rad or Reor sheathing and Bre bottom chord N laterally brand by a tgto shaming material direstly, TC Dead ,.00 psf Rep Mbr Bid 1.15 . aRashed, unlea dwnww rwled. haohg slwwn Is tar lateral support of oemperonto members onlyte reduce buckling length. This nmMnord BC Live 0.00 psf Rep Mbr Comp 1.00 shall net be placed In anyonvJranment that wilt "use the moisture nntord tithe wood to one" 19%en4/or aura nnnselor We nrreston. Rep Mbr Tens 1.00 ®4k V,TCA V -Wed Taw Council Fabricate, handle, Install and bran this truss In smord.nn will 'JOINT DETAILS' by Truswal,'ANSIRM 'W 3C Dead 8.00 psf O.C. Spacing 2- 0- 0 44S Or of Amoribe Standard Design Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' Design Spec OIC -01 Co 15 Spri rags r CO is#O7 -(HIB-B1) and'HlIBd1 SUMMARY SHEEP byT al. Tho Taw plate Instituto (TPI) is labeled at D'Onefrle Dr1w, Madison, Wiannsin 53718. TOTAL 33.00 psf DEFL RATIO: L/3GO TC: L/1I TRUSI•LUS 6.0 VER: T6.4.2 The AmoribenForest andPaper Aseool.dsn(AFFA)leNMtedatIII11Wit Street NW, Sts W, Washington. DC 20036. Job Name: RIGSBEE GARAGE BAG X -LOC REACT SIZE RE TC 2x4 DFL #1 1 0- 2-12 265 5.50" 1.50" BC 2x4 DFL #1 2 5-11- 0 132 1.50" 1.50" PLATE VALUES PER ICBO RESEARCH REPORT #1607 3 5-11- 4 GO 1.50" 1.50" Mark all interior bearin? locations. IRG REQUIREMENTS shown are based ONLY Install interior supports) before erection on the truss material at each bearing Shim bearings (if needed) for real. support. MAX DEFLECTION (span) • PLATING BASED ON GREEN LUMBER VALUES. L/955 IN MEM 3-4 OLIVE) L- -0.04" D- -0.04' T- -0.07" CRITICAL MEMBER FM3CES: 2T0'1(1U25)/ TENSZ( �.? 60I 1-2 -53 1.25 / 4!((((1.253 0.30 BCM.(UR.3/ TIXlS 10 01.60 25 0.0I04-0 2-9-15 0T-1 Truss ID: J6 Plating spec . ANSI/TPI - 1555 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. IF HANGERS ARE INDICATED ON THIS DRAWING, THEY ARE BASED ON 1.5" HANGER NAILS FOR 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY GIRDERS. IF 2.5" GUN NAILS ARE USED, THE HANGERS MUST BE RE-EVALUATED (BY OTHERS). 1 2 5.00 0111 6-0-0 t 3 4 52 W:10i R:132 U:-95 -15 3-2-11 SHIP )i Q 4 UPLIFT REACTIONS) Support 1 -70 lb Support 2 -55 lb _ This truss is designed using the CBC -01 Code. Bldg Enclosed - Yes, Importance Factor - 1.00 Truss Location - Not End Zone Hurricane/Ocean Line - No Exp Category - C 11411 Lent� th - 80.00 ft, Bldg Width - 40.00 ft Mean roof height - 5.26 ft, mph - 80 CBC Standard Occupancy, Dead Load - 12.0 psf Ex :06130 07 1 Trusw�IgvstomsPlales re 20 a. unless shwmby ti"(1i■a. 'li"/fiefs. r"ND(' N9to0f positionedporJolntpe,at Re ort. 10/18/2005 ClrGeo fates and false fame p�atos an sitioneias shown a�ivo.5hm Yble stu# gates b avi3�iveAap with structuralates o�staple . WARNINGRead att notes on this sheet and give a copy of it to the Erecting Contractor. Cust: LUCIANO HOMES / PEITZ ARCHITECT This design is for an Individual buil sompenem net truss sysMm. H has been basad on sposmsatisns prevld.d by ft sompenem manufacturer WO: D r i ve_td_ri g s_L00007_J 00001 - anddoneinscoordanw with theeurlem versions of TPI and AFPA design standards. No responsibility le sneumed for dinrenslensl secaacy. DSgnr• GH #LC as 15 WT• 24# Dlmanslonsare to be verified by the sempenerd manufacturer and/or building designer Prior to fsbdoolon. The building designer must mandolin tlrt the Lads uUllsd on this design meet oroxssd the leading Imposed by to taeal building as" and the partlet,larappll«wn. Th. design assumes, TC Live 16.00 psf Du rFacs L-1. 25 P=1.15 that the lop sherd is MYrelly bond by the roof or floor sh.ofhbh and the bottom shmal is laterally brand by a rigld sheathing material dlresty TC Dead 9.00 psf Rep Mbr {nd 1.15 attached, mien otherwise noted. gracing shown Is far lateral support of sompen.nY mambers onlyte m4u" buckling length. This s.mPsmrA Rep Mbr COIR' 1.00 ®*hall not be pland In any emAronment VW will astias the misturs, sonlent of the weed to exand 19% and/or sause sennector plat. sorrosl6r. 5C Live 0.00 psf Rep Mbr Tens 1.00 4445 Northpark Dr. Fsbrtw .., handle, Install and bauee se this tre in neordanwith 'JOINT DETAILS'by Truexd,'W 'ANSIfrP! V,TCA V -W. d Truss Council 9C Dead 8.00 psf 0 C. Spaci ng 2- 0- 0 401 • Springs r CO 10907 of A.H.mStandard Design Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' Design Spec C3C_O1 {HIN1)snd'HIB-91 SUMMARY SHEET by TPI. The Twuplote lnslkut.(Tp)rkutedataGnem.DHW,Ma/wn,Wis»nsin53Tts. TOTAL 33.00 psf DEFL RATIO• L/360 TC L/18 TRUSRLUS 6.0 VER: T6.4.2 The Anr.rlson Forest and PsPr Asseciatien (AFFA) le Natal at 1111 19th Stet, NW, Ste 900, WsshirSWn, DC 20M. Job Name: RIGSBEE GARAGE BAG X -LOC REACT SIZE RE Q•D TC 2x4 DFL #1 1 0- 2-12 248 5.50" 1.50" BC 2x4 DFL #1 2 6- 0-12 287 1.50" 1.50" PLATE VALUES PER ICBO RESEARCH REPORT #1607. 3 7-11- 0 16 1.50" 1.50" Mark all interior Yearin�J locations. 4 5-11- 4 55 1.50" 1.50" Install interior sup •rt(s) before erection. BRG REQUIREMENTS shown are based ONLY PLATING BASED ON GRE�N LUMBER VALUES. on the truss material at each bearing MAX DEFLECTION (span) L/!!! IN MEM 3-4 (LIVE) L- -0.03" D- -0.03" T- -0.06" a�CCOMEMBER FORCESTE : .(((WR. CSI 0 26 2-0 1:25 1(1.25/ `2(1.!07 0.00 3 4 C0((OlufO))% X144((].. i0 0.16 4-0 0(1.60)/ •(0.90) •.00 1 Truss ID: J8 Platins� spec • ANSI/TPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. IF HANGERS ARE INDICATED ON THIS DRAWING, THEY ARE BASED ON 1.5" HANGER NAILS FOR 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY GIRDERS. IF 2.5" GUN NAILS ARE USED, THE HANGERS MUST BE RE-EVALUATED (BY OTHERS). 5.00 2 Qt : 2 UPLIFT REACTION(S) Support 1 -40 lb Support 2 -207 lb Support 3 -69 lb This truss is designed using the CBC -01 Code. ily Enclosed - Yes, Importance Factor - 1.00 Truss Location - Not End Zone Hurricane/Ocean Line - NoExp Category - C Bldg Lenr�th - 80.00 ft Bid@ Width - 40.00 ft Mean roof height - 9.66 ft, mph - 80 CBC Standard occupancy, Dead Load - 12.0 psf 53 W:108 rcc�._-� R:16 - U:-65 4 -0 - 11 U:-40 2-10-1 SHIP 1 Vo rcc�._-� - � uy U:-40 • fi N .2271 -C r 3 4 Ex :06130 7 OVER 4 SUPPORTS CIVI �~ 1 Re 10/18/2005 TTruswa I $valents Flates re 20 a. unNss shwvn Y 18•(18 ■a.1, "li"�1G a. , 1r "NAc MX 20 psltl•nd Por J•mt petans •a Circle+ p tea and false rom• pates are •sihone�as shrrw i aliov.5hi�bl• stud !ales b a • •voAap w th sWctural plates •�staPle ' LUCIANO HOMES / PEITZ ARCHITECT WARNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cost: WO: DriVe_N_rigs_L00007_70OC 1 This design N for an lMlvldual bulWhq semp nent not Ouse system. It has been Yasod an spechieollom ProvWed by the semponent manufacturer eurronty rsioneef Tlel sraIAFPA4•ayn siandards. NomopmWbIlhylanuum*dfordimensienalsccursey. that Dsgnr: GH 17 2i# and done lnssserdensewhhth• Dirnensiensero b M verhiod by the wmpnent monufaeosar sig/sr building designer prierM fabriestlen. The building designer must sseenain t sig Mrs ponieular spoliation. TBA design aswmse TC Live 16.00 psf RepFMbr 1.15 1.15.1$ the Made Mare on this design meet or stood tre load imposed by the lees) building sede N laterally braved byt o roof or Mer sheathing and Y» bottom chard Y laterally Yresed by AgW sheathing material direcly TC Dead! .00 psf Ind Rep Mbr Comp 1.00 that to top chem aMehod union otherMse, noted. Biasing shown W for lsMnl support of Mmponents members only to rsduse buckling length. This semporont 19% and/or Made Mroleolor plate seneaien. tC Li V e O.00 'sf Rep Mbr Tens 1.00 aMN rest M plased in any environment riot will souse the moisture "mont of the wood to atweod not W*NF. hrsiaB and Mse this truss In oesedanse with VOINT DETAILS' byTnwwel,'ANSI"I I', WrCA 1' -Weed Truse Council 3C Dead 8.00 psf O. C. Spaci ng 2- 0- . 0 CIC 44 544 5®k Dr. CO 80507 , trMN, of America Standard Design Responsibilities, 'HANDLING INSTALLING AND BRACING METAL MATE CONNECTED WOOD TRUSSES' The Truss Plate Institute (TM)isloatodND'hrefreDdN,Mdieen,wla«osinssTt•. TOTAL 33.00 psf De$i sign Spec -01 DEFL RATIO• L/360 TC: LAS Co o Springs, TRUSRLUS 6.0 VER: T6.4.2 -(HD•1)andHIS41SUMMARY SHEET' byTM. The American Frost and Paper Association (AFPA) Is Ieestod at 1111 1•Ih Stmt, NW, 6% 800, WO-19ngWn, OC 20096. I I I Job Name: RIGSBEE GARAGE Truss ID: ANT Qtv: 2 BRG X -LOC REAR SIZE REQ'D TC 2x4 DFL #1 ►latini spec ANSI/TPI - 1595 1 0- 2-12 193 5.50" 1.50" iC 2x4 DFL #1 THIS DESIGN IS THE COMPOSITE RESULT OF UPLIFT REACTION(S) - 2 6- 0-12 2iG 1.50" 1.50" PLATE VALUES PER IC90 RESEARCH REPORT #1607. MULTIPLE LOAD USES. Support 1 -D lY 3 7-11- 0 16 1.50" -1.50" Mark all interior bearing locations. IF HANGERS ARE INDIUTED ON THIS DRAWING, Support 2 -207 lY 4 5-11- 4 55 1.50" 1.50" Install interior support(s) before erection. THEY ARE BASED ON 1.5" HANGER NAILS FOR Support 3 -6! lb BRG REQUIREMENTS shown are based ONLY PLATING BASED ON GREEN LUMBER VALUES. 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY This truss is designed using the on the truss material at each bearing CIC -01 Code. MAX DEFLECTION (span) • GIRDERS. IF 2.5" GUN NAILS ARE USED, THE Bldg Enclosed . Yes, Importance Factor . 1.00 L/999 IN MEM 3-4 (LIVE) HANGERS MUST BE RE-EVALUATED (BY OTHERS). Truss Location . Not End Zone L- -0.03" D. -0.03" T. -O.OG" Hurricane/Ocean Line . No Exp Category . C CRITICAL MEMB(ER FORCES: ( Bldy Length . 90.00 ft, I do Width 40.00 ft 2-0 1-2 -312r( .. % TE"cz((11U.2}3 o zi Mean reel- height - 1.26 ft, mph i0 0-0 +2(1 25% 2(1.60) 0.00 CBC Standard Occupancy, Dead Load - 12.0 psf Ic COMP. (3 4(WR.3/ TENS. 4 0 0(1.60)/ 1 0(1.25) 0.00 I 1 2 5.00 03 W:10i 2 R:1G U:-69 R:2 6 3-7-15 U:-207 3-7l 2-10-1 SHIP 1011 3-4 i 31 1 i W:50i G-012 12 R:183 R:55 U:-9 U: L 6-M r � 3 4! • I, N .2276 OVER 4 SUPPORTS EX : 06130 7 Cl y1`� 1 TTru I Sgvstoms Plates fro 20 ■a. unless shown by tt"(1i ■a. ,'H"(1i fa.1� /r'PoU("MX 20�p.1, posiUmed per JNnt Pofaik Retort Grclplttes and false frame rates are osilNnei as shoved a�ove.ShrR 5blo stud !otos b a olioverlap with structure !ales orsNMb . A O'� n,AO o 1 a L WARNINGRead all notes on this shed and give a Copy of it t0 the Erecting Contractor. This design Cust: LUCIANO HOMES / PEITZ ARCHITECT le foram Individual bulldmq sempenent not toss "am. It has been based on speciRseWns pmvldd by"sempenod manufacturer and dame In woodanse with the surrod wMions of Tel and AFPAdenstandads. Nan - sig apenslbilityNaseumd nndinansNnd accuracy. WO: . Dr1Ve_N_r7,5_L000O7_JOOOOS . Dimendiensers is be verified by the semponed moms(oolurerand/or building designerpdorte felrleatlen. The building designer mut swertain Wat the bade utillsrr an Mb design meet or ectad the leading Imposed by Ya [owl bullding "de and the parWular appllsation. The design Dsjrir: CH #LC as 17 WT: 26S assumes thet}Mtop chord Is laterally brand by the roof sefleer sheathing and the bottom chord is IaMnlly bread bya rigid sheathing material diroolly TC Live 16.00 psf DurFacs L-1.25 P=1.15 ® agate+, union otherwise nand' IraMng shown Y for lateral support of eampenents mambere Only Is Muse buckling length. This wmponod shall net be pland m arty erMrenmom ro that will nun Ia moistusemthe ont n TC Dead 9.00 psf Rep Mbr Ind 1.15 4445 Northpark Dr. CO • Springs, CO IDl07 of wed esed 19% end/or cause sonnedsr Flowsemosien. Fabriean, handle, Install and base Mb Yves In •ondanse with 'JOINT DETAILS' by Twswal,'ANSI/TPI rr , `WTCA -weed True Council of America Standsd Design Rowensibilmn,'HANDLING INSTALLING AND BRACING METAL BC Live 0.00 psf Rep Mbr Com' 1.00 p Mbr TRUSRLUS 6.0 VER: T6.4.2 PLATE CONNECTED WOOD TRUSSES' SUMMARY SHEET' TrussPlateMadisen, Wissensin 5371!. itute INWbSn IC Dead 9.00 psf OCC.Spacin,s 2-10-00 TheB-91).nill-1111141 AmeinnF reMandPoWAssec4 n AFPIAThb 11171 StreN N0 Washington, MI nNn, DC 2003I• TOTAL 33.00 psf Design Spec CIC -01 DEFL RATIO: L/360 TC: L/18 Qt 4 Truss ID: K2 Name: RIGSBEE GARAGE - 1995 ►latinf spec . UPLIFT REACTIONS) UPLIFT Support 1 -4S lip X-LOC REACT SIZE REQ'D OF 2x4 DFL #1 THIS DESIGN IS THE COMPOSITE RESULT OF TC 2x4 DFL #1 MULTIPLE LOAD CASES. Support 2 -30 1b This truss is designed using the 2-12 13f 5.50" 1.50" 11- 0 40 1.50" 1.50" 1.50" BC IF HANGERS ARE INDICATED ON THIS DRAWING, PLATE VALUES PER ICBO RESEARCH REPORT #1607. THEY ARE BASED ON 1.5" HANGER NAILS FOR MULTI-PLY CK-01 Code. B1#� Enclosed Yes, Importance Factor - 1.00 Not End Zone -11- 4 19 1.50" Installliinteriornterior sueaart� beforeserection. 1-PLY AND 3" HANGER NAILS FOR BRIGUIREMENTS sl are based ONLY Shim Yearin s (if needed) for reg. support. GIRDERS. IF 2.5" GUN NAILS ARE USED, THE GREEN LUMBER VALUES. MUST BE RE-EVALUATED (BY OTHERS). truss material at each YearinLECTION re�nthe Truss Location Hurricane/Ocean Line No Exp Category �C 0.00 ft Bldg Len th - 10.00 ft, Bldg Width - 410 (span) 3-4 (LNE) PLATING BAS D ON HANGERS Mean roe hei ht.- 8.43 ft, mph - 1 �ccupancy, Dead Load - 12.0 psf NMEM 0" 0.00" T- 0.00"CBC Standard ((D- Tc 141' 0.25)/MEMBER EETENSZSDUR 6I JU / 14(`((1.25 a.02 -1a 1.60 0.00 5K �hIPO((((1M1Rr�.)) TEN32((�OR�O)) 02 4-0 0(1.60)/ 0(1.25) 0.00 i I 1 2 5.00 I'I 52 W:10i 1-1-15 R:40 U:-30 1-1-15 3-4H�� 1-G-11 SHIP T-1 1 I W1ii R:139 U: U:-45 N .227 1)-0 2-0-0 Ex :06130 7 3 4 CIVI�� 1 Truswal Systems alas oto 20 }a. unless shown Yv tf'(1f fa.�eve. In a•)r' MX 20,r#�' M0 it per ctur Qol alts Re�ort. frame ales aro sdwnerf as shawrt a ave. h tiY1e Stud Qatar to a I weds with structure later • sta le . Cost: LUCIANO HOMES / PEITZ ARCHITECT Circled Utes an�lse on this sheet and give a copy of it to the Erecting Contractor. W0: Drive_N_rigs_L00007_]00001RNING Read all notes NslanWWr•n IMhMual YuiNing«m►•md rlattruss•*.,. It has been be spac'fiicatisns pmvN••by the «mp•n•M manufacturer mr b assumN hr rlim•gner Dsonr' CH i�LC 15 WT 10� Thb and isn• in ac«don« whh tM •urt•m o•misns •f TPI aM ABPA design sladads. Na responsibility and doDimeneinsmWMwr�FldYesurrsy m st aswort ing desynorpriertefaYrf«tl•n. Th•Yuilsina Nsynar must •a«rtdn MNTC 1 s acs L=1.2 Live 6.00 5 P=1.15 the Mn•rn nrnufictumr anU•buil thslssis utinsramthisa.hnm«t•r•>.•N th. NdlnB Mnps«+►y lh'M"I ►ulwinf «d•.Mth. p•rwul.r.Mn«wn.Th. asian.ssum.. th• IwtMm aMd is IsWnllyYm«t Yy■ riaW sh•athina mat•N�MIMthtIf Mbr ind TC Dead .00 psMbr Comp TF 1.15 1.00 that ih• Wp •Md is IaWmlly►m«4 Myth.r••ferfWrshs•1MneaM ••mMnermmemMm•nyto du«au•MIMWMth• iC Live 0.00 psMlor Tens 1.00 unN«•YWrwWn•W.amNnish•wnUfsrlst•misupMd•f ed Npla•• wrwl"in any m4mnm•nt that wlll«w•Ms maistum«m.ddM•w•Nt-0--dtt%•nu•r«u««nn.ct.rpWW«n•sl•n. wrdh 'JOINT DETAILV byTmswal,'ANSIrtM 1',1vTCA 1'-WM Truss Council ll hots, �C Dead i.00 ps. Spacing Design Spec 2- 0- 0 Cir-Ol ®ttac 4445 Nor;hpark Dr. Fa handle, IrrW 11 and ►m«this truss In a«•danse «st.MadD..lanR•.p•nsnlIfts,'HANDLINCINSuuINGANDiRACINCMETALPUTEc�NNEodwDW000nRussEs WsatN at D'OnsfrW D M, MNl«n, Wb«ns n 5371 a. TOTAL 33.00'sf DEFL RATIO L/360 TC L Colo Springs, CD i0-407 t) aM Hla-ft SUMMARY SHEET by TPI. The Truss Plate Instil is (TPI) is is WaaW at 1111 ttlh itm4I4W, sW 000, W«MnaWn, BC 20034. L TRUS�LUS 6.0 VER: T6.4.2•d«n Forest and hprAs«clatHn (APPA) __ Truss ID: K4 Qt 4 Job Name: RIGSBEE GARAGE Plating spec : ANSI/TPI - 1995 UPLIFT REACTION($) 2x4 DFL #1 THIS DESIGN IS THE COMPOSITE RESULT OF Support 1 -4g lb BR1 X -LOC REACT SIZE R1.50EQ'D TC 2x4 DFL #1 MULTIPLE LOAD CASES. Support 2 -60 lb 1 0- 2-12 169 5.50" 1.50" BC Support 3 -27 lb 2 3-11- 0 51 1.50" 1.50" PLATE VALUES PER ICBO RESEARCH REPORT #1607. IF HANGERS ARE INDICATED ON TRI$ DRAWING, This truss is designers using the _ 3 1-11- 4 51 1.50" 1.50" Mark all interior Yearin locations' THEY ARE BASED ON 1.5" HANGER NAIL$ FOR CBC -01 Code. BRG REQUIREMENTS shown are based ONLY Install interior sup arts) before erection. 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY {1# Enclosed - Yes, Importance Facer - 1.00 - on the truss material at each bearing PLATING BASED ON GRE�N LUMBER VALUES. GIRDERS. IF 2.5" GUN NAILS ARE USED, THE Truss Location - es, IEndmp Zone MAX DEFLECTION (span) HANGERS MUST BE RE-EVALUATED (BY OTHERS)- Hurricane/Ocean Line - No Exp Category - C L/999 IN MEM 3-4 (LIVE) Bldg Len th - i0.00 ft, Bidg Width - 40.00 ft L- 0.00" D- 0.00" T- 0.00" Mean roe hes ht - 9.43 ft, mph - s0 CRITICAL MEMSER FORCES: TC COMP. WR•))/ TENS.((((Bllt CSI CBC Standard CCUPanCy, Dears L.aati 12.0 psf 2-0 -;1(1.25)/ 22(1. i01.2i) 0.00 _ 394 SPO((p1l.Ii0)))jj TENS. (((D R-3 OaU 4-0 9(1.25)/ 0(0. 90) 0.00 1 2 5.00 62 j W:10i ` R:7i U:-60 1-1 -15 2-4-11 T 3-4 1- -1 SHIP 0-4-1 1 61 53 w- W:50i W:10i 3-11-12 R:169 R:51 fi ► U:49 U:-27 o N .227 -C^ 2-0 3 4r Ex :06130 7 CIVI �! I TNs1vg�I g ms Plates rr 20 a. unless shown Y� "U"(1{ Ba�. "H"(�i,a.3 r TAP RNC 20�?, positiane# per JNnt PetaAt Re�art. 10/18/2005 ClrGea I tea an4 false farame p�atoe an asibone as shawrT a ave. hl Yea stu# laces b a • avedap with structure plates a stlPN • CUst: LUCIANO HOMES / PEITZ ARCHITECT WARNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor. ' aWO: Drive_N_ri is_L00007_100001 This design building wmp s sm. has Mm MsePmatiers pmvrd by the wmpsnenl manufacturer pegnrGH 14# and hon. inseardsn" whin to surnoM versions of TPI and AF►A design ataMade. No responsibility Is assumed bNlmensNMl aewaaq. 17 WT: DlrwrrWnwreNNwrmoNbythawmMrantmanufacturermndfwbulMing designer prisrw fa►dsatisn. The building designer must aswrlaln that TC Live 16.00 psf DurFacs L=1.25 P=1.15 the Zeds utiliasll on this design most orotsod to leading Imposed bylhe Neel building "do and the MAIculanppliwtYn. Th :wig+i ai m., TC Dead 5.00 (psf Rep Mbr Ino 1.15 that lM sip ked blarerellybresd ►y the rWorgoeratsathing and th bewmeher+Y ist.milybm dbyerlgueh.'arir'g y Rep Mbr Comp 1.00 attashd. unless otherwise rats. Smang shown Y for lateral supped at wmMmms members myre Muse buckling length. This wmMnem Rep Mbr Tens 1.00 IIS ® shell net be Wed In any ondrenmenlthat willsouse the Moisture somentofthewedtoerwdlf%eMbrwuwwnnocterplatswmsion. iC Live 0.00 IS Fsbdoate,handle, bMall oho brise this ruse; In aoodanoo with 'JOINT DETAILS' by Tmwvd,'ANSI/TPI 11, YVTCA I' -Wed Trues Council IC Dead $.00 psf O.C.Spacing 2- 0- 0 4445 Northpark Dr.dAmsdas standard Onion Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' Design Spec CIC -01 Colo Springs, CO 80907•(t{igdt)aMHlt-gitUMMARYSHEETIvy TPI. Th. TuwPlslolnMRuts(TPl)MNwtd■tD'OnoldoDrlw,Madison. Wn nsln53Tla. TOTAL 33.00 psf DEFL RATIO• L/360 TC All TRUSPLUS 6.0 VER: T6.4.2 The AmodwnForest and PaperAsssciation(AFPA)IsNuWst11111gth 9ueotNw,salwo,wa.hingt n,oczasa. , M2" FASCIA c 2 .5 FASCIA BOARD