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062-200-048
NOTES RESIOENTiAL 06 2-200-048 L r PERMIT NO.:, LUDOVICI, JOE 04-00_6 r q�3 �i ��. 1 'b ROCK RD, BERRY CREEK - �' CONT: OWNER n v NSF 06 '�l�W ` (�Cz2dYt[ T cc�P� S �xP[RED SO At b • JAJSri�ioAfS WIU– gE Cb-nrOccc7-60 uArTiL k, k 't r� i 1 PE IT RENEWAL ; DATE: _0L BP# EXPIRES: Joy C6u__ 9 838 - 65 SPECIAL CONDITIONS ,.. CHECKED, T BY — SRA ' FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER b OFFICE COPY 1 Bldg Permit: I Address: GAS By: Date* 4 Electric By. Date:____-- I J CLI I ko? JOB FINALED (Date) —, Signature } �'y+l TM�+`��y^.. �•i,.nry.�Iv+.,l+1•�vs1�.-wvr.....+.+�� ~� 4-...N•-�-•�.+a--tr'r�-M`-`f.''a'._V�•r•lx�-...f..•'.f'�f? • tis - S COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 - 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE ' OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is r.• completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date Inspector REV 10/92 -_`, 7 COUNTY OF BUTTE � � �:j BUILDING DIVISION .DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist 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, 9 � Date �� �/ Inspector, Af - REV 10/92 ............... d COUNTY OF BUTTE BUILDING DIVISION ". i -'DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE J OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at It 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. :> j n ' Date Inspector REV 4/05 Phone # 3r. FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 COUNTY OF BUTTE BUILDING DIVISION ,DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE _r_Ajm0*i < 1 011 C' 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 i (completed. If you have any questions pertaining to this matter, or need additional expl ation, please contact the Building Inspector as indicated below. is U" A� C, I's YA e- I -A V-. I Coma. \ /�' •� > .''--t"�e' - c7 t r l i �( p C Date \ Inspector -REV 4/05 Phone FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 . E ILI Date \ Inspector -REV 4/05 Phone FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 . E `Ff.' r„ .RY 1 — QPUNTY OF BUTTE ....... BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive * Oroville, CA * (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection, indicates that the f6llbwing violations of Butte County Ordinances exist at the above address/and should 6e:corr.ected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, (ease contact th6;,Buildi.ng Inspector as indicated below. K A 1�d ��.��wf�- _4 Al AIX -T�s: Date v Inspector C_.'L/� REV 4/05 f Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 N 7 Date v Inspector C_.'L/� REV 4/05 f Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 N t Date Inspector �v i REV 4/05 _ .Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 . ,A COUNTY OF BUTTE �.4 BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE 6VMR PERMIT NO. _ s 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 have -to crr,need `� you any questions pertaining this matter, additional ' explanation, please contact the'Building,lnspector as indicated below. ' lc'i 31 t Date Inspector �v i REV 4/05 _ .Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 . ,A �.4 t Date Inspector �v i REV 4/05 _ .Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 . ,A COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES c; 7 County Center Drive • Oroville, CA • (530) 538-7541 =' CORRECTION NOTICE 0(,/ O NER 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 1 ` work is completed. If you have any questions pertaining to this matter, or need additional ;� •, explanation, please contact the Building Inspector as indicated below. n e.,. T. 4 ire rTM�� Y N; h Date 0 Inspector .'sip. • - .Phone # T. 4 ire 'L 4� 4 Date 0 Inspector REV 4/05 - .Phone # '' FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 ' COUNTY OF BUTTE 4` BUILDING DIVISION fi DEPARTMENT OF DEVELOPMENT SERVICES •. 7 County Center Drive • Oroville, CA • (530) 538-7541 ` CORRECTION NOTICE r OWNER PER IT NO. M 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 Date 2 Inspector R - �' REV 4/05 Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 r BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.net\dds LICENSED,CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class : License Number: Date: Contractor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): I. as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ 1 am Exempt under -Article 3,of` a Busin?gs,_ td Prof ssions Code Date:,, owner WORKERS' COMPENSA ON DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Policy I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: i Applicant: I �: WARNING: FailureNo secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) Address: PERMIT NO. BPO40836 Issued Date: 07/23/2004 APN: 062-200-048-0000�� Site Address: C((p 3 � 1-1��C - Map Index: 3Cyz2-el_ Description: NSF (2416) GAR(648) DECKS (612) Owner: LUDOVICI JOSEPH F SR & E KATHRYN 7109 ROLLINGWOOD BLVD CITRUS HEIGHTS, CA 95621-1241 Applicant: LUDOVICI JOSEPH F SR & E KATHRYN Contractor: License #: Architect: Engineer: Total Square Ft: 2416 S.F. Valuation: $157,040.00 Census Code: V work PERMIT EXPIRES ON: 4o(o9r (Q (p 4 ts�o.a3 fees have been paid. WN ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ . Attached are copies of the required E.P.A. notification forms. I 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 he,above mentioned property for inspection purposes Print Name: �� c SCS-��)/(_ l Signature: Date: x9wner 0 'Contractor � $ • ❑ Agent for Owner ❑ Agent for Contractor REQUEST FOR I Locattion: Owner: LMC2111 G 1 Contractor: SII Phone: BLDG. PLUMB/MECH ELECTRIC M.H.I./M.H.U. PRE - Form Rough ROU29h h Fnd/Ftg Frame/Underfloor "'Stucco Lath Top Out emp. Service Job Status Gas Piping/Test Corrections Permit Renewal Stucco Brown Temp. Gas Underground Final Verify Utilities Woodstove Sewer Piping Well Circuit Ex Mobile Site Brace Panel Water Piping POOL Insulation Shower Pan Nailing Gunite Demo Bonding Corrections Corrections Corrections Light Niche Final Final Final Corrections Ready for i Final Inspec. on: 1 Date: Comment: ' �� •I tt `/r�yR ,\,�\ �•• SII � r�� � ♦ f � 4 •f •Ay •I f _ F` t. / _ of 1_ - � ! r� ♦'�— 1` ` !�ti Ir ,/♦ � {,,~�. ` �f��'— •' ` ' ,• ' `! ���1 i I Illy. ' l^�`"i �; jf �]"�4I'M' _ " ''�" � •. !' 1 - r i { OFFICE COPY b - r /'•�y Address 32 ELECTRIC Date �- • '* ' Meter By r �- l• _ •t 'S. �`'', �' s � • . it .-'S '`� ✓ . '',• � { 1 l L ., - _ ,r� fir=--e---� ') (".. � , • "' ��+,.,� �� ��, tial � � }"��- _ •.� � 1't .� i C� �, �• BUTTE COWNTY PERMIT NO. DEPARTMENT OF DEVELOPMENT SERVICES I BP BUILDING PERMIT XPPLICATION 24 HOUR INSPECTION #: 8-T63 0)C OVILLE) (530) 891-2834 (CHICO) OFFICE ® V ZONING: VPHONE:7R�SLAST NAME: OWNER'S FIRST NAME: —'2. u r ST M ADO O ! SITE 9D6:REiSS-'* `I CITY,ZIP: M NEAREST CROSS STi2EET:� l / \ .tet✓ C APPL"ICANVNAM e STREET ADDRESS: ' \ /� 1 CITY, ZIP: rj�� CONTRACTOR NAME: i A \ -C� � .� �'L2-A C- 6MA —� PHO NE: •�. _. 1 i.i I �) -11 LICEN Y �r LICENSE NUMBER llf PHONE: ' ARCHITECT/ENGINEER NAME: STREET ADDRESS: / dJ ^ . l I K9 %-� � E-MAIL' CITY `?1C� 7%3 DESCRIPTION OR SCOPE OF WORK,/ ❑ Structure Built without permits f ❑ Proposed Change of Occupancy (note previ9us use) Le�6b' , 65 D EXPIRATION OF APPLICATION issued will expire one year after the date of application. In order to renew Applications for which a permit has not been action on an application after expiration, a new application, plans and fees will be required. 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 be?n done. Filing fees, plan check fees for work plan checked and other de artment costs are not refundable. 31��` — �J9 a • a For office use only: SkA 555,;. 63P� O A IT Notes: 4 V Application Received by: , Date:l Receipt number: Amount Received: �� �L/ U � � � . J=OK 0 = Not OK = NotNo Readyable 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-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ P' L'ft. / P Nat. or / P' L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH.Test-Crossovers-Breakers-Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 11. 10. Exits; Insp.-Sketch 12. 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve Elec.; Pool Lighting; 15 Volts-GFI 5. Electricity; MH Test Elec.; Enclosures; Conduit Entries -Terminals -Listed 6. Water; MH Test Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 7. Water and Sewer Connected, Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 8. Gas and Electricity Tagged Health Department Approval 9. Exits Plumb.; Cir. Test -Water Supply Test 10. License Decals 1 Light Niche 11. Verify #'s with Office Enclosure; Fencing -Alarms Date Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 h �• 7 MISCELLANEOUS ;Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 h �• 7 r J=OK 0 = Not - =NotAApplicable RESIDENTIAL (Single & Duplex) ' p ' . = Not Ready, QalE UN FLOOR (Plans) OK except #'sc( i'� I Date FRAM G (Continued) ' ZZing-Setbacks-Easements-Flood-Slope angers -Post Caps -Anchors -Connectors `Po7tq., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth g., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel -Blockouts-Wrapped , 6. Ste walls, Garage; Steel- Blockouts-Wra ed 6a. X1d Downs and Speci?l Anchors is l nc OoSHH,ess Slab, Steel -Wrapped s 8. Piers -Fireplace Ftg.-Steel " 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping) Size Test 11. Water Pipe; Test -Anchors -Regulator -Servide Test 12. Electric Underground i s 13. Pieums & Ducts; CI nce-Mate2l-Support s. -6 W. Girders -Sills -An or Bolts -J ents-C ies' _ 15. Access & Ventilation l 16. Insulation Dates- I b -U5 Card B-1 UO Date Card B-1 Date Car B-1 Date Card B-1 Date ELlJ WNG (Permit) OK except #'s Htr.: Vent -Access -Combustion Air Baffle Water Pipe; Test & Anchor -Nail Protection D.W.V.; Test Fittings & Anchor -Nail Protection � 0' Shower Pan; Test, First Floor, -Tub Access 21. Tes Tub & Shower, Second Floor -Tub Access 2&as Pipe; Sixe & Anchors 23. Fire Sorinkler: Test Date , Card B-1 - Date ; Card B-1 Date Card B-1 . Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Afifffure & Transformer Clearance -Ins. Protection ` Elec. Receptacles Spacing -Lights & Switches at Doors 6. Sifie Boxes & No. of Conductors Stapled ez Installed Close to Edge of Studs & C.J. E uip. Ground made up w/Mech Fasteners -Bond Gas & Water 2 Appliance Circuits in Kitchen A Conductor Size GFI feed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ '/ga Cu or Al ange Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral ❑ Yes ❑ No 32. Service -Riser Conductors & Ground Main Disconnect 3 Clearances Panels-Motors-Mech. Equip. 34. lothes Closet Light -Shower Light -Spa Light Smoke Detector 4 Date Card B- ( L Date Card B-1 Date Card B-1 Date Card B-1 Date MECH ICAL (Permit) OK except #'s C. Ducts Insulation & Support Vent Fan, Exhaust above insulation 38.•' Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 7 40. Attic Access & Platf m if Furnace in Attic 7 Date t, CGard B -1`U .Date • Card B-11_,', a Date Card B-1 Date Card B-1. ; Date FRAMING (Permit) OK except #'s` 4 . Sills Proper Materials & Anchors ' ;4 ' { .�Nalls Studs -Nailing Spacing & Braces -Plates -Sound ,?w 43. Bpaong Walls over G rders & Floor Nailing ;,;, ;,, • "1 ft Stop in Walls (rat proof)" F'Stops, a Sto s �r p ,Furred Ceilings=Stairs-Chasers-Tubs . K, ' } 46iieaiiers & Beams -Size & Bearing A y1y � �•''� n:E'�4w�'Stit�•�i�SWP."i�W .: ��W'^,J^�1�\ .i M••., A:' ._:.- ._w�lP ri&fCjirfg. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. (AVj"PiEpplace Ties or Type A Flue -Fireplace Throat Clearance (p ttic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 1 drm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. arage Fire Protection Framing -RC Channel 3 P operty Line Firewall & Openings Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits airs; Width-Headroom-Rise-Run-Landin t t2 -os p$S . yywood on Roof Overhang -Attic Vents -Rafter Outriggers 9Ze"Siding-Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. lazing Area -Glass .rotection-Skylights-Plastic 60: Shear Walls; Na" g-Bj /-/ I- /)U-11 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings �. 6;. Infiltration -Wall indows Date 0JOCard B- . t,, . Date Card B-1 Date V Car Date Card B-1 Date F (Plans) OK except #'s teps-Door & Sidelight Protection -Landings is l nc OoSHH,ess Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In .ea`rage; Above Floor-Ducts-Mech. Protection °'(8+VQ K. &'Bath Fixtures & Tub Access4 Rn -A 3R.-Elpe'Trim & Subpanel, Breaker Sizes & Labels Uo'St ' s & Rails itl ir�,pWce or Stove, Clearance -Hearth . I . Outlets at Wood Panel, Int. & Ext. it. Fixt. & Appliance; Ground-Air-Gap-Cookinq Clearance (/3J Ejpa�.utlets & Receptacles at Kit. Counter Garage Fire Door; Swing -Landing -Closure 76. A..0. Duct in Garage -Damper tr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in age; Above Floor-Mech. Protection lec. & Mech. Equip. Listed for Location lec.-Peceptacies in Garage (F.F.I.)-Romex Protection In ation-Foam-Looked in Attic uard Rails & Deck Construction -Post Caps 2. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth' _ Clearance Looked under Floor ❑ Yes 83. Following Instld./Drive ❑ Yes ❑ No/Walks ❑ Yes O No/Planters D Yes O No 84. Stucco Brown -Finish -' 85,.),5�C. Unit Disconnect, Electrical -Plumbing 6eVents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings ater Well, Disconnect, Electrical, Plumbing 0 Ex�ior Elec. Tri , G... Receptacle -Underground eDeration Throughout House 90/GI s Protection fictions from Previous Inspections a Test -Meters Tagged, Gas -Electric er & Sewer Connected -C/O to Grade -HD Approval Energy Compliance Certificate -Other Certificates is l nc OoSHH,ess Posted 96. Fire Sprinkler Date'7 , ,'lard B-� , Date Card B-1 Dat�����ard Date B 1 Date Card B -1B 1 Date Card B-1 R-1 Date Card B -land B-1 Date Card B-1 ,,Comments at Final: - - - BALANCE OF FEES SHEET DATE: PERMIT #: � - ��� # ASSESSOR PARCEL OWNER'S NAME: FEES (Amount and Purpose):- BALANCE OF FEES: $ ADDITIONAL FEES: $ REVISED PLAN CHECK: $ SHERIFF FEE (commercial only): $ SRA: $ COPY FEES ($1 or more) $ DRAINAGE $ BASIN BC RESIDENTIAL IMPACT County Wide Chico Urban El Medio North Chico Specific — $ WATER TENDER FEES' $ BATTALION # FEMA $ SMIP $ ' r s $ I U� As OTHER RECEIPT NiTX4-R R(S) TITLE 24 REPORT Title 24 Report for: Joe Ludovici 7109 Rollingwood Blvd Citrus Heights, CA 95621 Project Designer: 11 Report Prepared By: Max Ramirez Refer to APPROVED PLANS for Golden Sun Designs additional notes and information 1033 Park Avenue for this project Chico, CA 95928 - (530) 894-8236 Nf9v��4 ek�^'c�F REVISION: BP# Of - 0133 6 Date B TTE COUNTY Job Number: BUILDING DIVISION l APPROVED . . 031504-N ')f2Y14 4,, Date: 7/18/2006 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2001 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC (415) 897-6400. EnergyPro 3.1 By EnergySoft Job Number: 031504-N User Number: 5733 TABLE OF CONTENTS Cover Page Table of Contents Form CF -1 R Certificate of Compliance Form MF -1 R Mandatory, Measures Checklist Form C -2R Computer. Method Summary HVAC System Heating and Cooling Loads Summary 1 2 3 6 8 12 EnergyPro 3.1 By EnergySoft Job Number: 031504-N User Number: 5733 Certificate of Compliance: Residential (Part 1 of 2) CF -1 R Joe Ludovici 7/18/2006 Project Title Date 7109 Rollingwood Blvd Citrus Heights Project Address Building Permit # Golden Sun Designs (530) 894-8236 Plan Check /Date Documentation Author Telephone Computer Performance 11 Field Check / Date Compliance Method (Package or Computer) Climate Zone Enforcement Agency Use Only GENERAL INFORMATION Total Conditioned Floor Area: 2,416 ft2 Average Ceiling Height: 10.1 ft Total Conditioned Slab Area: 0 ft2 Building Type: (check one or more) ❑ Single.Family Detached ❑ Addition Single Family Attached ❑ Existing Building ❑ Multi -Family ❑ Existing Plus Addition Front Orientation: (East) 90 deg_ Floor Construction Type: ❑ Slab Floor Number of Dwelling Units: 1.00 Number of Stories: 2 ® Raised Floor Const. Component Frame Assembly Location/Comments Type Type U -Value (attic, garage, typical, etc. R-30 Roof(R.30.2x4.24) Wood 0.031 Exterior Roof R-19 Floor (F.19.2x8.16) Wood 0.049 Exterior Floor / Over Open Space R-13 Wall (/.13.2x4.16) Wood 0.088 Exterior Wall R-19 Floor (F.19.2x8.16) Wood 0.038 Exterior Floor / Over Crawlspace (w/R-6 Credit) Solid Wood Door None 0.387 Exterior Door FENESTRATION Sharlinn novicac Type Orientation Area Fenestration Exterior Overhang Side Fins SF U -Factor SHGC Shading Yes / No Yes / No Front - (East) 151.9 0.34 0.34 Bug Screen ❑ X❑ ❑ X❑ Rear (West) 170.0 0.34 0.34 Bug Screen El X❑ El 0Right (Northeast) 16.0. 0.34 0.34 Bug Screen ❑ 1 ❑ X❑ Left (Southwest) 16.0 0.34 0.34 Bug Screen El N] El 0Left (South) 70.5 0.34 0.34 Bug Screen ED F-1 N]Right (North) 57.7 0.34 0.34 Bug Screen ❑ X❑ ❑ X❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Run Initiation Time: 07/18/06 11:47:29 Run Code: 1153248449 Ener Pro 3.1 By Ener Soft User Number: 5733 Job Number: 031504-N Pa e:3 of 12 Certificate of Compliance: Residential (Part 2 of 2) CF -1 R Joe Ludovid 7/18/2006 Project Title Date HVAC SYSTEMS Note: Input Hydronic or Combined Hydronic data under Water Heating Systems, except Design Heating Load. Distribution .Heating Equipment Minimum Type and Duct or Type (furnace, heat Efficiency Location Piping Thermostat Location / pump, etc.) (AFUE/HSPF) (ducts, attic, etc.) R -Value Type Comments Room Furnaces 80% AFUE Ductless /with Fan n/a Setback HVAC System Cooling Equipment Minimum Duct Type (air conditioner, Efficiency Location heat pump, evap. cooling) (SEER) (attic, etc Duct Thermostat Location / R -Value Type Comments Split Air Conditioner 10.0 SEER Ductless n/a Sethack HVAC System WATER HEATING SYSTEMS Rated 1 Tank Energy Fact1 1 External Water Heater Water Heater Distribution # in Input Cap. or Recovery Standby Tank Insul. System Name Type Type Syst. Btu/hr (gal) Efficiency Loss (%) R -Value Standard Gas 50 aal or Less .Small Gas Standard 1 40,000 50 0-52 n/a 12 1 For small gas storage (rated inputs of less than or equal to 75,000 Btu/hr), electric resistance and heat pump water heaters, list energy factor. For large gas storage water heaters (rated input of greater than 75,000 Btu/hr), list Rated Input, Recovery Efficiency and Standby Loss. For instantaneous gas water heaters, list Rated Input and Recovery Efficiency. REMARKS GUMVILIANCE 5TATEMENT 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. The undersigned recognize that compliance using duct sealing and TXV's requires installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business & Professions Code) Documentation Author Name: .c� d I= 6e2�11 /1_ ! Name: Max Ramirez Title/Firm: Title/Firm: Golden Sun Designs Address: / i Address: 1033 Park Avenue i c f Chico, CA 95928 Telephone: -'17_0 (RICA Telephone: (530) 894-8236 Lic. #: _7-) d 7-/r -0 6 (signature) (date) (signature) (date) Enforcement Agency Name: Title/Firm: Address: Telephone: (signature/stamp) (date) R in Initiation Time: 07/18/06 11.47 Run Code• 1153248449 EnergyPro 3.1 By EnergySoft User Number: 5733 Job Number: 031504-N PageA of 12 Certificate of Compliance: Residential (Addendum) CF -1 R Joe Ludovid 7/18/2006 Project Title Date Special Features and Modeling Assumptions The local enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The local enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies moo.=.. — a..oy.. Y . L M aNec101 Juaunwuvn aim uocumentanon suomntea. Plan Field The DHW System "Standard Gas 50 gal or Less" Energy Factor = 0.525. An EF below 0.58 requires an R-12 External Blanket. HERS Required Verification These features must be confirmed and/or tested by a certified HERS rater under the supervision of a CEC approved HERS r...•...�• � ��� OLCI IIIu*L uvcumem u,e neiu venncation ano oiagnostic resting or inese measures on a corm cF-sR. plan Field •w7. EnergyPro 3.1 By EnergySoft User Number: 5733 Job Number: 031504-NPage:5 of 12 Mandatory Measures Checklist: Residential (Page 1 of 2) MFA R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (') may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only: DESCRIPTION Instructions: Check or initial applicable boxes or enter N/A if not applicable. DESIGNER ENFORCEMENT Building Envelope Measures ❑X "§150(a): Minimum R-19 ceiling insulation. § 150(b): Loose fill insulation manufacturer's labeled R -Value. '§ 150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal frame walls (does not apply to exterior mass walls). a"§ 150(d): Minimum R-13 raised floor insulation in framed floors or equivalent. ❑§ 150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. a§118: Insulation specified or installed meets insulation quality standards. Indicate type and form. ® §116-17: Fenestration Products, Exterior Doors and Infiltration/Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -Factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped: all joints and penetrations caulked and sealed. § 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. ❑ § 150(f): Special infiltration barrier installed to comply with Section 151 meets Commission quality standards. ❑!� § 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs. 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. Space Conditioning, Water Heating and Plumbing System Measures a§110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. §150(h): Heating and/or cooling loads calculated in accordance with ASH RAE, SMACNA or ACCA. ❑X §150(i): Setback thermostat on all applicable heating and/or cooling systems. a§1500): Pipe and Tank Insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non -recirculating systems, insulated (R-4 or greater) 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water systems. 5. Cooling system piping below 55 degrees F. insulated. 6. Piping insulating between heating source and indirect hot water tank. EnergyPro 3.1 By EnergySoft User Number: 5733 Job Number: 031504-N Page:6 of 12 Mandatory Measures Checklist: Residential (Page 2 of 2) MF -1 R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (') may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION Instructions: Check or initial applicable boxes or enter N/A if not applicable. DESIGNER ENFORCEMENT Space Conditioning, Water Heating and Plumbing System Measures: (continued) I150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and insulated to meet the requirements of the 1998 CMC Sections 601, 603, 604 and Standard 6-3; ducts insulated to a minimum installed level of R4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181A, or UL181B. 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. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and drawbands. 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. 3. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such a tape is used in combination with mastic and drawbands. 4. Exhaust fan systems have back draft or automatic dampers. 5. Gravity ventilation systems serving conditioned space have eitherautomatic or readily accessible, manually operated dampers. 6. Protection of Insulation. Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind but not limited to the following: Insulation exposed to weather shall be suitable for outdoor service e.g., protected by aluminum, sheet metal, painted canvas, or plastic cover. 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. ❑ § 114: Pool and Spa Heating Systems and Equipment 1. Certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating, and no pilot. 2. System is installed with at least 36" of pipe between filter and heater for future solar, cover for outdoor pools or spas. a. At least 36" of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. a§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) ❑ §118 (f): Cool Roof material meet specified criteria Lighting Measures §150(k)l: Luminaires for general lighting in kitchens shall have lamps with an efficacy 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. X❑ §150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternative to this requirement allowed in Section 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. 3.1 • By EnergySoft User Number: 5733 Job Number: 031504-N Page:7 of 12 Computer Method Summary (Part 1 of 3) C -2R _J_o_elurino 7/1812-06 Project Title Date JS09-R- olling-WO-Od BM Cit s_I_ieights Project Address Building Permit # -Golden_Sun-ID-ID(530) 894-8236 plan Check/Date Documentation Author Telephone �n ,guter-Reifoinimce 11 Field Check/Date Compliance Method (Package or Computer) Climate Zone Source Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating 16.26 12.57 3.68 Space Cooling 10.28 13.75 -3.47 Domestic Hot Water 11.63 11.62 0.01 Totals 38.17 37.95 0.22 Percent better than Standard: 0.6% BUILDING COMPLIES Total Conditioned Floor Area: 2,416 ft2 Floor Construction Type: ❑X Raised Floor ❑ Slab Floor Building Type: Single Fam Attached Building Front Orientation: (East) 90 deg Total Fenestration Area: 20.0% Number of Dwelling Units: 1.00 Total Conditioned Volume: 24,400 ft 3 Number of Stories: 2 Total Conditioned Slab Area: 0 ft 2 BUILDING ZONE INFORMATION # of Thermostat Vent Zone Name Floor Area Volume Units Zone Type Type Hgt. Area EVAC-System 2 416416 24 400 1 00_ Conditioned— _Setback_ 8 _ola OPAQUE SURFACES Solar Act. Gains Type Area U -Fac. Azm. Tilt Y / N Form 3 Reference Location / Comments Roof_ X29 Q.931 1.8.0 4.5 Floor_ 39Z _0_042 0 180_ Wall 168 0.08.8. 9D 90 Wall 32 --O-Q8-8- X80 90 -WAIL 133 —0-088- —2Z0 90 ROOF— _312 —0.0.31 0-45_ Roof— 72 —0-0,U —$9 --A5 Roos— 72 0_O31 0. 45 RQOf— ---J-0A5_ 0.031 270_ 45_ -WZI — 12 --- 0-088 ---45_ —90_ -Wall_ 12 —0-088 _225 90 -ELOQECS 1.,.506 0 038 0 189 vA/all— 411 _Q-088. 90. 90 Door 20 0.387 90. 9D /all— —2Q8 _0_0.8.8_ 180 90 Wall 17A _0_0$$_ _2ZO _90 DO.OL 18 —0-387- 270 _90 Wall_ 216 _O 088_ 0_ 9.0 Roof— _],.Q7Q _Q.08t 9-0 45 Roof_ 62 031 180_ —45 Wall 58 0 088 90 90 Wall x_9.0 _0._08.8_ 180 _9D -Wall _190 0_08-8_ _0 _90 Roof_ 62- 0_031 0_ —45 R_30_Roof(ED 2x4.24) R19 loor (F -W16) R-131Na11 (W_13.2xA 116) R-13 Wall (YV 113 2x4_16) R-13 Wall ONJ3.2x4.16) R-30 Roof(♦Z30.2x4 2� R_39_Boof(R.30.2x4.24) R -.O Ro4f(R3.30 2x4,24) R30 Roof(B. 02x424) R13-W-a1L-(W,] 3_2x_4.16) R19-FJ.00r (F_19 -2x8.16) R-13 Wall (W 13 2x4 16) Solid-WmdDoor R13_Wa1L-Mua.2x416) R-13 Wall (W.l'4_2x4..16) SOlid_WoodJ?nOr R-1 all (yy_13.20.16) R34Roof(RaO 2x4.24) JR--30RO9f(R_30 2x4.24) R-13_WaIL W-t3_2x4,16) RA31N-aIL(W 13.2x4..16) R,3 -[all (W_13.2x4.1.6) R30Roof(EL3o.2xa 2a) Bonus Rn m Bonus -Room BonusRoom Bonus Room B.onuS Room Bonus Room 1 ct Floor AstFloor 1stFJoor 1st-Eloor 1stFJoor 1stFlo.or 1St_Eloor 1stFioor 1st-Eloor 1sLEloor 10 Floor is 1stFloDr 2nd Floor 2nrJ Fin 2nd -Boor 2ndFlonr indFloor Computer Method Summary (Part 2 of 3) C -2R Joe Ludovid 7/18/2006 Project Title Date FENESTRATION SURFACES # Type Area U_ Factor SHGC Act. Azm. Glazing Type Tilt Location/ Comments -I- Window_Eront .(East 137 _0_3A0_ _0_34 _9D_ _9.0 Doubte_NonMtLLow E -_onusRoom 2 Window Rear (West) 13.7 0.340 0.34 270 90 Double NonMtl Low E Bonus Room 3 Window Right(Northeast) 16.0 0.340 0.34 45 90 Double NonMtl Low E 1 st Floor 4 Window Left (Southwest) 16.0 0.340 0.34 225 90 Double NonMtl Low E 1st Floor 5 Window Front (East) 75.7 0.340 0.34 90 90 Double NonMtl Low E 1st Floor 6 Window Left (South) "56.8 0.340 0.34 180 90 Double NonMtl Low E 1st Floor 7 Window Rear (West_ 156.3 0.340 0.34 270 90 Double NonMtI Low E 1st Floor 8 Window Right (North) 44.0 0.340 0.34 0 90 Double NonMtl Low E 1st Floor 6 Window Front (East) 62.5 0.340 0.34 90 90 Double NonMtl Low E 2nd Floor 10 Window Left (South) 13.7 0.340 0.34 180 90 Double NonMtl Low E 2nd Floor Window Right (North) 13.7 0.340 0.34 0 90 Double NonMtl Low E 2nd Floor INTERIOR AND EXTERIOR SHADING Window Overhang Left Fin Right Fin # Exterior Shade Type SHGC Hgt. Wd. Len. Hgt. LExt. RExt. Dist. Len. Hgt Dist Len Hgt 1 Bug Screen 0.76 2 Buq Screen 0.76 3 Bug Screen 0.76 4 Buq Screen 0.76 5 Bug Screen 0.76 6 Bug Screen 0.76 7 Bug Screen 0.76 8 Bug Screen 0.76 9 Buq Screen 0.76 10 Bug Screen 0.76 11 Bug Screen 0.76 Run Initiation Time: 07/18/06 11:47.29 Run Code: 1153248449 EnergyPro 3.1 By EnergySoft User Number: 5733 Job Number: 031504-N Page:9 of 12 Computer Method Summary (Part 3 of 3) C -2R Joe Ludovid 7/18/2006 Project Title Date THERMAL MASS FOR HIGH MASS DESIGN Area Thick. Heat Inside Location Type (sf) (in.) Cap. Cond. Form 3 Reference R -Val. Comments PERIMETER LOSSES 'F2 Insulation Type Length Factor R -Val. Depth Location / Comments HVAC SYSTEMS Heating Equipment Minimum Distribution Type Type (furnace, heat ' Efficiencyy and Location Duct Thermostat Location / pump, etc.) (AFUE/HSPF)(ducts/attic, etc.) R -Value Type Comments Room Furnace 80% AFUE Ductless / with Fan n/a Setback HVAC System Hydronic Piping Pipe Pipe Insul. .System Name Length . Diameter Thick. Cooling Equipment Minimum Duct Type (air conditioner, Efficiency Location Duct Thermostat Location / heat pump, evap. cooling) (SEER) (attic, etc,) R -Value Type Comments Split Air Conditioner 10.0 SEE g Ductless n/a Setback HVAC System WATER HEATING SYSTEMS Rated' Tank Energy Factl 1 Tank Insul. Water Heater Water Heater Distribution # in Input Cap. or Recovery Standby R -Value System Name Type Type Syst. (Btu/hr) (gal) Efficiency Loss (%) Ext. Standard Gas 50 gal or Less Small Gas Standard _1 40,000 50 0.52 n/a 12 1 For small gas storage (rated input <= 75000 Btu/hr), electric resistance and heat pump water heaters, list energy factor. For large gas storage water heaters (rated input > 75000 Btu/hr), list Rated Input, Recovery Efficiency and Standby Loss. For instantaneous gas water heaters, list Rated Input, and Recovery Efficiency. REMARKS Run Initiation Time: 07/18/06 11.47.29 Run Code: 1153248449 EnergyPro 3.1 By EnergySoft User Number: 5733 Job Number: 031504-N Page: 10 of 12 Computer Method Summary (Addendum) C -2R Joe Ludovid 7/18/2006 Project Title Date Special Features and Modeling Assumptions" , The local enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The local enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies uaseu un uIe auequacy or the special lusuncatnon ano aocumentation suominea. IPlan Field The DHW System "Standard Gas 50 gal or Less" Energy Factor = 0.525. An EF below 0.58 requires an R-12 External Blanket. HERS Required Verification Thes:�_ e features must be confirmed and/or tested bar a certified HERS rater under the supervision of a CEC approved HERS r._-.__.. ... ..�...... a�w aynaiauc Tesuny OI OOese measures On a TOFF ,r -or,. I Plan xun Initiation lime: 07/1$/06 11:47:29 Run Code: 1153248449 EnergyPro 3.1 By EnergySoft User Number: 5733 Job Number: 031504-N Paoe:11 of 12 W HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME DATE Joe Ludovid 7/18/2006 SYSTEM NAME FLOOR AREA HVAC System 2,416 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 Heating System Output per System 46,650 Total Output (Btuh) 46,650 Output (Btuh/sqft) 19.3 Cooling System J Output per System 57,000 Total Output (Btuh) 57,000 Total Output (Tons) 4.8 Total Output (Btuh/sqft) 23.6 Total Output (sgft/ron) 508.6 Air System CFM per System 1,905 Airflow (cfm) 1,905 Airflow (cfm/sqft) 0.79 Airflow (cfmrron) 401.1 Outside Air (%) 0.0 Outside Air (cfm/sqft) 0.00 Note: values above given at ARI conditions 25.0 of outside Air --�-� 0 cfm 68.9 of 68.9 of 68.9 of Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COIL COOLING PEAK COIL HTG. PEAK CFM I Sensible Latent CFM I Sensible 2,052 42,624 -728 11950 43,311 0 2,131 2,166 0 0 0 0 0 0 0 0 0 2,131 2,166 46,886 -728 47,642 ENVIRO 43,824 7,950 46,650 Total Adjusted System Output 43,824 7,950 46,650 (Adjusted for Peak Design Conditions) TIME OF SYSTEM PEAK Aug 2 pm Jan 12 am 'earn Temperatures at Time of Heatina Peak) Supply Fan Heating Coil 1905 cfm 91.8 of h Return Air Ducts 4 Supply Air Ducts 90.7 of ROOMS 70.0 of DOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Cooling Peak 102.9/71.4OF 79.0/63.6OF 79.0/63.5OF 57.6/56.1OF O Supply Air Ducts Outside Air 0 cfm Supply Fan Cooling Coil 58.6 / 56.5 of 1905 cfm 44.3% R.H. ROOMS 79.0/63.6 OF 78.0 / 63.3 of h Return Air Ducts 11 EnergyPro 3.1 By Energysoft User Number: 5733 Job Number: 031504-N Page: 12 of 12 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAM (530)538-2140 WEBSITE: www.buttecounty.netWds PERMIT NO. BPO40836 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 07/23/2004 APN' 062-200-048-000 ' the Business and Professions Code, and my license is in full force and effect. License Class : License Number: Site Address' qW 3 P-OCL Date: Contractor. Map Index: J3> .rte Cre-Q-L Description: NSF (2416) GAR(648) DECKS (612) OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: LUDOVICI JOSEPH F SR & E KATHRYN to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors State License Law (Chapter 9 commencing with Section 7109 ROLLINGWOOD BLVD 7000) of Division 3 of the Business and Professions Code) or that he or CITRUS HEIGHTS, CA she is exempt therefrom and the basis for the alleged exemption. Any 95621-1241 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).): A I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does Applicant' LUDOVICI JOSEPH F SR & E KATHRYN such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). Contractor: ❑ 1 am Exempt under Article 3 e Busin s d Pro ssions Code J Date: � — 0 Owner. O� WORKERS' COMPENSA ON DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for License #: workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. O 1 have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of Architect: the work for which this permit is issued. My workers' compensation Engineer: insurance carrier and policy number are: Carrier: Total Square Ft: 2416 S. F. Policy #: I certify that in the performance of the work for which this permit is Valuation: $157 040.00 issued, 1 shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, Census Code: and agree that if I should become subject to the workers' cwmpensation`provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: Applicant: WARNING: Failure o secure workers' compensation coverage is 40,+07 (4 ( „ unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor J code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the This permit is hereby issued under the applica le provisions of the Butte Count Coda. anrVor Resoluti n to V work indicated ab v for w ch fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) % Q Name: B Date: UV t PERMIT EXPIRES �J W Address: ON: ate ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. 1 agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of an fficial form -4 document of Butte County. I hereby authorize representatives of Butte County to e�nter`uponrtheabove mentioned property for inspection purpos ��CS C�C l Print Name: �L��l_ Signature: Date: D 7 —moi �`/— JCl Owner ❑ Contractor ❑ Agent for Owner 0 Agent for Contractor I `` BUTTE COUNTY J`� PERMIT NO. 0 %3TTF0 DEPARTMENT OF DEVELOPMENT SERVICES ° BUILDING PERMIT APPLICATION BP ° 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) ° OFFICE #: (530) 538-T54 c0U 14 APN: L l,,6 G ZONING:LAI NER'S LAST NAME: OWNER'S FIRST NAME: PHONE: STREET ADD S: FAX: PCZIP: / e-tl-) SITE AD ES : A CITY, ZIP: S,2.? --A C - NEAREST CROSS STREET: 7 L.. TRACTILOT V APPLICANT NAM ""�� PHONE: STREET ADDRESS: a ^ no �-j FAX: CITY, ZIP: E-MAIL: CONTRACTOR NAME: PHONE: STREET ADDRESS: FAX: CITY, ZIP: E-MAIL' LICENSE NUMBER: LICENSE TYPE ARCHITECT/ENGINEER NAME: u PHONE STREET ADDRESS: "3 &�— u 1'rS t FAX: CITY . <� LIC MBER: 73Z E-MAIL: DESCRIPTION OR SCOPE OF WORK: ❑ Structure Built without permits ❑ Proposed Change of Occupancy (note previous use) of !TKDW 1,00 a= Zee -r a 25'x T, Lm -b '>X o b 0 a C G 2 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 fees will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. . For office use only: S9A '5a , Q S Qa YQ O �1��� (-S 16q o. a Id Notes: ` _ oC rgDate: Application Received by: Receipt number: �� �L U , l Amount Rece_Lve a �+ �ti {. o yt ` ^ �ti•r� A& •h: (A COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION J 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: OV 'l C PARCEL _..:.... L Y s _ ?Sroposed ASSESSOR NUMBER Building Use: Counter Technician: Date: S(11G phis required in order to app/ for a permit. All boxes MUST be checked OR marked NA in ordii tb apply. ...,. `: °. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. T❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. . -a 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. -p 6. Energy compliance design and supporting documentation in duplicate. '�❑ 7. Statement of Intent for Non -heated and AIC for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner ❑ 14. Hazardous Material Form r 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. ❑ 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ / 17. Fire Sprinklers............................................................................................ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by r ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ 2e(6- 0. Erosion Control Plan Required........................................................................ ........ ees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 22. City of Chico Plumbing permit ......................................... .. .. . .............. 23. California Department of Forestry plan approval JJ paid. Sen............. p' 24. Planning approval (A) Use: �(B)Parking: (C) Parcel eck: Qj ❑ 25. Contact Land Development about _ Improvements, _ Drainage ......................... 26. NPDES Form........'.................................................................... 27. Encroachment Permit for driveway from the Public Works Dept..., .... �... 28. Pre -Inspection for require ....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... . ❑ 30. Worker's Compensation Carrier and Policy Number ...................................... :... ,C+�7 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... 32. Letter of Signature authorization.................................................................... 33. Recorded copy of Agricultural Acknowledgment Statement ................................. 34. Manufactured home utility clearance............................................................... ❑ 35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: ❑ 39. Other: When issued Telephone J (O 0 and hold fovckup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: Date: -2,�, 1. Index permit aplicatiofor th v ' e mb r 1 an' ✓ J F- Plan Check Letter 2. Additional items required �t; e4dleve<t- Contracto design r&wr vis of th o data by ❑ pho ail, ❑ counter, by ate: 5 6 v Contractor, esigners a vised of the abo a da by one, ,lam ❑ coun r y e: Plans reviewed by: Date: !3 c Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division . �. E.M. USE ONLY Plot Plan Attachad Floor Play Attactmd S® to B.D. ! mtulebd 4v XlLelr, T0: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance J h- :1 G �ilrC 1 4g,4C,6 )eOG/C Ilea 0 Owner / Location AP# Plan Approved for: Sewage Disposal ✓ Water Supply: Public Private Well Clearance for dwelling. Other. -� As'd2- c�Fcc�� Hold final for: Final clearance O.K. for: NOTE: z C/4 Environmental Health 10ecialist Date 8/96 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES OWNER L v- (2Jl A.P. R SED UILDING USE /y v DATE D RECEIPT # DATE REC. . B DING PERMIT FEES ' --- B ance Due ................ ES $ go \ -- Additional Fees Due........... $ --- Revised Plan Checking Fee.... $ i 2. SCHOOL DISTRICT FEE ai t School District Office) (form available after Pl n heck) !/ 3.S RIFF FEES (paid at Building Division) Res' ential........... X $360.00 =$ <Q Uni Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. ' 4. URBAN AREA FEES (paid at Building Division) Residential (per unit)..... X # Units Amt. Commercial (Sq. Ftg.).... X = $ _ Sq. Ftg. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 0 Q'I 7. SRA FIRE INSPECTION AND PLAN CHECK FEE $89.00 (paid at Building Division) 8. WATER TENDER FEES BATTALION # $200.00 (paid. at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... _X = $ Sq. Ftg. 10. OTHER t time APPLICANT in, I was advised the above fees are required to be paid prior to issuance of the permit. These fees plan c process) DATE :S— Pursuant S_ Pursuant to Government Coat lion 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) B OWNER-UILDLR VERIFICATION . CA.TION Attention Property Owner: `--• - = An "owner -builder" building � ng permit has been applied for in your name and bearing Please complete and return this info anng your signature. information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit No buildin verification is received, g Permit will be issued until this ,I J I personally Plan to provide the major labor and mate ' _'r J 0 01 properly improvement: YES;M NO rials for construction of the proposed I �� ❑ HAVE NOT�„signed an I have contracted with the following perapplication pp �� for a building permit for the proposed work KNAME: ) provide the proposed construction: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. •I plan to provide portions of this work, but I have hired the Person to coor following p ' supervise, and provide the major work: dinate AT♦w.rn f ADDRESS: —____CITYY : PHONE: CONTRACTOR'S LICENSE 5. I will provide some of the work but I have contracted NO. \the work indicated: �) the following persons to provide X71- ADDRESS PHONE TYPE OF WOR.g NOTE; This Owner -Builder Vetzfuation is requited by Secti®n 19831 California Health and Safety Code. This verifuation must be and 19832 of completed and . returned to our office before we are permitted to Arae the pernut d OVER I OWNER BUDDER INFORMATION Dear Property Owner. An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party ofrecord on such a permit Building permits are not required to be signed by property owners unless they are personally performing their own work If your work is being performed by someone other than yourself you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: If you employ or otherwise engage airy persons other than your immediate family, and the work Cmcluding materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income talc withholding, federal social security taxes, workers compensation insurance, disability msmm= costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. For more specific fi f nniation about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. . If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building Permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. re'Y' IM& 1 C. Vi ira, C.B.O. ger, Building Inspection NOTE: This Owner -Builder dxforrnation is required by Section 19830 of the CaWornid HeaI& and Safety Code OVER BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM /61 O� • (One form per Building) ����...///����✓✓JJ School District rp V t U� o,� // I Q Building Department No. A.P. Number ivZ." 100 9 . Jurisdiction: City ®County k' 1 F Property Owner 'S ID C v.d D V-, � 't Property Location/Address , iJtr 1 J Ilc- G k- P- ( J ell id C r, -vim F' 4 ' Subdivision Lot No. Residential Development Q Q - Q Sq. Footage �. No of Living Mobile Home Addition/ 'Supplemental to (Group R) Units Installation Conversion Permit # $4 '(No foundation Inspection) ..................... .'..............:..................................1. ............ ." Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) . . -' �` .- - .ter.. < �*-�• �.��...�._.. .vr3F..'�-a.:�=u:.:�Lt 'i^t: �:°.* • .-.a� +anis;.- �:... , _. ,. ';. ��emPt!'�-..sF _. s...='.'.. .. Commercial/Industrial 0, 4 0 Sq. Footage New' Addition (Including Exterior _ Roofed Areas) Building Department Repre; District Identification No. (Street Address) C (City) T J H Date School District certifies that t, (Applicant) u 01 -72 ----7�lg has complied with the /requirements of Resolution No. representing -1 0 square feet. A r School District Paid by Check # Remarks: (Phone Number) CA -gS9 (State)q 77�� (Zip Code) p lD/ V by payment of $ 2926 s�.�►- '��'_ Date Notla: You may protest the Imposition of the Nes IdeaWled above by submitting a written protest to the District, In compliance with Government Code Section 66020(a), wMNn 90 days from the data Nes are paid. Fallure,to submit a timely wittbn protest will'prohlblt you from etalienping the Imposition of the Nes In any court aetlon. ' K, subsequent to the School District Representative signIng #6 Bulb County schools Impact Fee Certification Form, the School District Is noun by the applicable Local Planning Agency that this project Is being reviewed under the CalHomla Envirorrrwnbl QuMtty Act (CEQA), this proler may be subject to additional school fees to fully mltlSete.tts Impact on the school dlstrkts schools. White (applicant), Yellow (building department), Pink (school district) feeform.>ds (10/03)dmm x 7 RESPONSE TO PLAN CHECK Project: Ludovici Residence , Bald Rock Road Berry Creek, CA APN : 062-200-048-000 Plan Check Number: 04-0836 Structural Plan Check Comments: 1) See detail 9/SD2 for all hanger callouts. All unique hangers have been called out on plan. 2) See revised plan 3) See revised plan 4) See revised plan 5) See revised plan and attached calc 6) See attached calc 7) See attached talc 8) By others 9) See revised detail 10) E.N.,per sole nail schedule accomplishes the shear transfer ... the A35 clips are not req'd in this detail. 11) See attached calc 12) Ridge beam is compressed 13) See revised plan pROFESS/p D. .4, I32 E 6 0 06 �'QU 3 slTF OF 1F13�''�\P n 1 Beam Sizer Design Program VerTech Engineering Project: Ludovici Residence Date: 6/10/2004 Location: Response to Item 5 ❑ Valley Beam Slope of roof . 0 :12 Select Beam Width 3.5 in Dead Load 326 psf ❑ Round Member Live Load 807 p sf DF -L #1 Dimensional ❑ Horiz. Member TULL Defl. Criteria (0 240 360 Fb' 1098 psi Length of Beam 6 ft Fv' 95 psi Width tributary -to beam: 1 ft Unbraced Length 1.33 ft Height Required 10.8 in CD 1.00 CF 1.10 A Req'd 38 in^2 CM 1.00 Cv 1.00 S Req'd 56 in^3 Ct 1.00 Cfu 1.00 1 Req'd 65 in^4 Cf 1.00 Cr 1.00 Controlling Design Shear CH 1.00 Cc 1.00 CL 1.00 Fbe= 25799 le= 2.7 RB= 5.4 Fb*= 1100 Total Uniform Load 1133 plf Mmax 5099 ft -Ib Vmax 2384 Ib Shear at d from face? EI Req'd 118 *10^6 #-in^2 I 1 Y J Beam Sizer`.Design Program VerTech Engineering Project: Ludovici Residence Date: 6/10/2004 Location: Response to Item 6 ❑ Valley Beam Slope of roof 0 :12 Select Beam Width 3.5 in Dead Load 326 psf ❑Round Member Live Load _ 807 psf Microlam Q Horiz. Member TULL Defl..Criteria (L./) 240 360 Fb' 2587 psi Length of Beam loft Fv' 285 psi Width tributary to beam: 1 ft Unbraced Length 1.33 ft Height Required 10.6 in CD 1.00 CF 1.00 A Req'd 30 in^2 CM 1.00 Cv 1.00 S Req'd 66 in^3 Ct. 1.00 Cfu 1.00 1 Req'd 268 in^4 Cf 1.00 Cr 1.00 Controlling Design Bending CH 1.00 Cc 1.00 CI_ 1.00 Fbe= 29221 le= 2.7 RB= 5.3 Fb*= ' 2600 Total Uniform Load 1133 plf Mmax 14163 ft-1b Vmax 5665 .lb ❑ Shear at d from face? EI Req'd 545 *10^6 #-in^2 LV L- I 1 Y 3 Va ,c -4 '/4 L V L Beam Sizer Design Program g VerTech Engineering Project: Ludovici Residence Date: 6/10/2004 Location: Response to Item 7 ❑ Valley Beam Slope of roof 0 :12 Select Beam Width 3.5 in Dead Load 237 psf El Member Live Load 287 psf Microlam Q Horiz. Member TULL Defl. Criteria (U) 240 360 Fb' 2595 psi Length of Beam 5.5 ft Fv' 285 psi Width tributary to beam: 1 ft Unbraced Length 1.33 ft Height Required 4.1 in CD 1.00 CF 1.00 A Req'd 8 in^2 - Cm. 1.00 Cv 1.00 S Req'd 9 in^3 Ct 1.00 Cfu 1.00 1 Req'd 21 in^4 Cf 1.00 Cr 1.00 Controlling Design Deflection CH 1.00 Cc. 1.00 CI_ 1.00 Fbe= 74955 le= 2.7 RB= 3.3 Fb*= 2600 Total Uniform Load 524 plf Mmaz 1981 ft -Ib Vmax 1441 Ib ❑ Shear at d from face? EI Req'd 39 *10^6 #-in^2 3 Va ,c -4 '/4 L V L Timber Column Design VerTech Engineering ` Per NDS 3.9.2 Project: Ludovici Residence Date: 06/10/04 Location: Response to Item 11 Lumber: DF -L #1 Material Properties Modification Factors Fb 1000 psi CD 1.33 Fc 1500 psi CM 1 E 1.7 E6 psi Ct t 1 Config/Loading CL '0.60 1.00 P 225 lbs CF 1 1 D1 5.5 in C 0.20 D2 1.5 in Cfu 1 e1 0 in. Cr 1 e2 0 in Cf 1 Lu1 16 ft Combined Flexure/Axial Lu2 0.25 ft fc 27.3 Addl M1 494 ft -Ib Fc' 398.6 Addl M2 0 ft -Ib fb1 783.9. Fb1' 803.0 Section Properties FcE1' 418.5 A 8.3 in^2 fb2 0.0 -S1 7.6 in A3 Fb2' 1330.0 S2 2.1 in^3 FcE2 127500.0 11 20.8 in^4 FbE 864.2 12 1.5 in^4 Interaction: 1.0 OK if<1. e f! AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 IIII III III I IIII I II I IIII 1111111 II II 'Elp 10 Recorded Official Records I REC FEE lo. GG I COPIES County Of 4,50 I BUTTE I CANDACE J. GRUBBS I Recorder I ROSEMARY DICKSON I Assistant . I Lisa 12:28PM 24 -Jun -2004 I Page 1 `of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: oa moo- 0 �f Date r `�` `— 04 PROPE TY O ERS: State of California ._�_g�- ) County of S, u ) On before me, personally appeared `TO3ePt•%G/'�1�t/ir Lli U/� ; ---� personally known to me (or proved to me on the basis of satisfactory evidence) to be the person( whose na eo is/,a.Fe subscribed to the within instrument and acknowledged to me tha he executed the same inVi. her/their authorized capacity(ie ), and that by his/heWtheir signatureon the instrument, the personks'�or the entpon behalf of which the person acted, executed the instrument. WITNES hancF and official seal. j °' ES�Ex •. JUDITH M. WILLIAMSv Signature ? I �!' �( Seal:� { _ COMM. # 1344684 ® NOTARY PUBLIC CALIFOP.NIA0 2 BUTTE COUNTY 0 4< FOPS COMM. EXP. MARCH 23, 2006 - A.P. #_ r Preliminary Report Order No. BU -204155-3 AM Description The land referred to herein is* situated in the State of Califomia, County of Butte, and is described as follows: A PORTION OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 34, TOWNSHIP 21 NORTH, RANGE 5 EAST, M.D.B. & M., BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF THE SOUTHEAST QUARTER. OF THE NORTHWEST QUARTER DF SAID SECTION 34; THENCE NORTH 891? 5l' 40" EAST ALONG THE NORTH LINE OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 34,'A DISTANCE OF 1446.30 FEET; THENCE SOUTH 02° 36'20" WEST, A DISTANCE OF 1896.13 FEET TO A POINT IN THE CENTERLINE OF BALD ROCK ROAD AND THE SOUTHEAST CORNER OF THAT CERTAIN PARCEL OF LAND DESCRIBED IN DEED FROM RICHARD W- MILLS, ET UX, TO BROOKSIDE VINEYARD COMPANY, A PARTNERSHIP, DATED AUGUST 23, 1962, AND RECORDED SEPTEMBER 28, 1962, IN BOOK 1204, PAGE I08, OFFICIAL RECORDS AND THE TRUE POINT OF BEGINNING FOR THE PARCEL OF LAND DESCRIBED HEREIN; THENCE FROM SAID POINT OF BEGINNING NORTH 79° 20' 30" EAST ALONG THE CENTERLINE OF SAID BALD ROCK ROAD, A DISTANCE OF 348.66 FEET; THENCE NORTH 02° 45'36" EAST, A DISTANCE OF 368.51 FEET; THENCE NORTH 89° 30' S 1" WEST, A DISTANCE OF 341.98 FEET TO A POINT ON THE EAST BOUNDARY OF. SAID BROOKSIDE VINEYARD COMPANY, A PARTNERSHIP PARCEL; THENCE SOUTH 02° 45' 36" WEST ALONG THE EASTERLY BOUNDARY OF SAID BROOKSIDE VINEYARD. COMPANYPARCEL, A DISTANCE OF 438.21 FEET, MORE OR LESS, TO THE TRUE POINT OF BEGINNING. APN 062-200-048-000 National Pollutant Discharge Elimination System (NPDES) Phase 11 Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP).Acknowledgement [LESS THAN 1 ACREI Project Title: By signing below, I, the project owner/owner's agent, certify that I am aware that a construction project that disturbs 1 acre or more of land requires a Construction Storm Water Permit from the State Water Resources Control Board and that it is my responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP), and a check- for $700.00 made payable to the State Water Resources Control Board to obtain such a permit if my project disturbs 1 acre or more of land. -I, further, certify that this project will not disturb 1 acre or more of land. I am aware that submitting false and/or inaccurate information may result in revocation of grading and/gr otherpemits or other sanctions provided by law. Signed:` Title: U �� Date: Z C — V 1 / SITE PLAN REVIEW APPLICATION �,l ' Date: v aJ E, /:a x;10 © AP# - OO O 5/ 0 Permit Number (if applicable) �ALTh✓ • APPLICANTINFORMATION Parcel Size: Owners Name - Ow ners ame:Owners Address: 7/0 .01 Telephone No.: (p9/(�> zca6 - Situs Address: /6e.e oz ow/i::� Proposed Use: Residential ❑ New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family • Non-residential ❑ New Commercial. ❑ Commercial Addition ❑ Commercial Remodel ❑ New Industrial ❑ Industrial Addition ❑ Industrial Remodel Other Septic ❑ Well ❑ Agricultural Exempt Building ❑ Other:_ Brief Explanation (if necessary).— DO NOT WRITE BELOW THIS LINE DEV_FLOPMENT SERVICES INFORMATION (For Staff Use) ❑ Approved • '® Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved •By Date Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: 9 Snow Load Area: •'2-CwCz;, -T-0 '2-5IDD -�T- - • ❑ Land Conservation Act Minimum Acreage: El Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ® SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attach d) • Flood Zone: • Flood Panel No.: 0bOZ Index Date: 6-P-98 ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit F1 Minor Variance ❑Administrative Permit. ❑ Variance ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: Applicable Building Setbacks: Zoning Code Streets & Highways Fire Prevention Su ivision Map Front p t✓ Side 10 Side Street Rear Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. • Page 2 of 5 V Applicable Development Fees' Standard Fees Amount ❑ Fire • ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other Formula ----------------------------------------------------------------------------------- Subdivision Map Special Fees El Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By • Deeds: Date of Creation: 2--1 ' S' Legal Access Provided: ❑ No Yes Deed of Reference: ) q 0 0-- 1119 Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No N Yes, Road Name: 4!!� LZ> P—a e_7Z iZt�, _ Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: ® Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ _Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health .Depar ment requirements --------------------------------------------------------------------=------------------------------------ Page 3 of 5 ❑ Subdivision Map/Parcel Map: Map Date of Recording: Lot: ❑ Use Permit/Minor Use Permit Permit Number: Book: Page: • Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard. 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control P must be prepared by a registered civil engineer or other qualified professional and submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for roa Page 4 of 5 J x Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. C:U-arrys\Building Permit Site Plan Reviewl.doe Page 5 of 5 VerticalTechnology Engineering 383 Rio Lindo Ave Suite 200, Chico, CA 95926 Ph. (530) 899-8716 Fax (530) 899-1102 Email vertech@sbcglobal.net Structural Calculations Client: Joe Ludovici Project: Ludovici Residence Location: Bald Rock Road, Berry Creek, CA APN: 062-200-048 010 -d e 36 BUTTE CUNT BUILDING ®IViSI ...�APPROVER, Z� FILE copV, Attention: This engineer is not responsible f r o site inspection to assure compliance with the standards, sizes, materials, or workmanship sp ' ed herein. This engineer is not responsible for any structural element or system not specifically noted in this set of specifications unless authorized in writing by this engineer. Workmanship is to be of the highest quality and in all cases follow accepted construction practice, the latest edition of the Uniform Building Code, and local building department standards. VERTECH ENGINEERING PROJECT: 2/17/04 STRUCTURAL NOTES 1. GENERAL A) ALL WORK SHALL CONFORM TO THE 1997 UBC AND ALL APPLICABLE LOCAL CODES. B) THE ENGINEER (VERTECH ENGINEERING) IS RESPONSIBLE FOR THE STRUCTURAL ITEMS IN THE PLANS ONLY. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE CALCULATIONS WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN THE ENGINEER WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. C) THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS SPECIFICALLY NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, BRACING, SCAFFOLDING, ETC. D) IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN THE CALCULATIONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS. E) ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT PROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER. F) ALL WATER PROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. 2. SITE WORK / FOUNDATIONS A) ASSUMED MAXIMUM SOIL BEARING =1000 PSF PER UBC TABLE 18-1-A. B) BUILDING SITE IS ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL. ENGINEER HAS NOT MADE A GEOTECHNICAL REVIEW OF SITE, ANY OTHER CONDITIONS ENCOUNTERED MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER. C) THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS. ANY OTHER CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE CONSTRUCTION OF THE FOUNDATIONS. D) ALL FOOTINGS INCLUDING RETAINING WALL FOOTINGS, SPREAD FOOTINGS, WALL FOOTINGS, AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL WITH A FOOTING DEPTH BELOW FROSTLINE. (12" TO 24" AS PER LOCAL REQUIREMENTS) E) BOTTOM OF ALL FOUNDATION TRENCHES SHALL BE CLEAN AND LEVEL. F) ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM SLOPE OF 2% AWAY FROM ALL FOUNDATIONS A MINIMUM OF 10 FEET HORIZONTAL. G) FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. H) FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES AND SHALL BE COMPACTED TO 90%. USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE TO DRAIN TO DAYLIGHT. 1) FOR FOOTINGS ON OR ADJACENT TO SLOPES, A GEOTECHNICAL ENGINEER MUST APPROVE FOOTING PLACEMENTS IN VIOLATION OF FIGURE 18-1-1 OF 1997 UBC. THIS ENGINEER SHALL NOT BE LIABLE FOR ANY FOUNDATION NOT IN STRICT CONFORMANCE TO SECTION 1806.5 OF THE 1997 UBC. 4. CONCRETE I REINFORCING A) CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 PSI U.N.O. C) ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE II OR TYPE III LOW ALKALI. D) AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE ALKALI REACTIVE AS DETERMINED BY ASTM C-227,289, AND 295. IF TEST DATA IS UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY WEIGHT. E) CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE LATEST EDITION OF THE ACI CODE AND UBC APPENDIX, CHAPTER 19. F) SLABS ON GRADE SHALL BE PER THE CONTRACTOR. VERTECH RECOMMENDS THE FOLLOWING AS A SUITABLE SLAB -ON -GRADE: AT GARAGE SLABS, USE 4" THICK S.O.G. WITH #3 BARS AT 15" O.C. EACH WAY ABOVE MID -DEPTH OF SLAB OVER 2" SAND, OVER MOISTURE BARTER, OVER 4" AGGREGATE BASE. USE 3-1/2" SLAB WITH #3 AT 15" E.W. ABOVE MID -DEPTH OF SLAB, OR 6X6 WWF ABOVE MID -DEPTH OF SLAB WITH SAME SUB -SLAB BUILDUP AT ALL OTHER AREAS. G) SAW -CUT TOP %" OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 20'-0" WHERE SLAB IS REINFORCED, SAW CUT AT INTERVALS NOT TO EXCEED 7'-0" WHERE SLAB IS UN -REINFORCED. 1) REINFORCEMENT COVER SHALL BE AS FOLLOWS: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3" CONCRETE WITH SOIL OR WEATHER EXPOSURE: #5 BARS AND SMALLER 1 %" #6 BARS AND LARGER 2" CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: %" J) REINFORCEMENT SHALL BE GRADE 60 PER ASTM A615 U.N.O. LAP REINFORCING 40 BAR DIAMETERS U.N.O. K) #5 AND LARGER REBAR SHALL NOT BE RE-BENT. L) ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND ADEQUATELY SECURED IN POSITION BEFORE AND DURING CONCRETE PLACEMENT. 2 VERTECH ENGINEERING PROJECT: 2/17/04 S. MASONRY A) CEMENT MASONRY UNITS SHALL CONFORM TO UBC STANDARD 21-4, GRADE N, TYPE I, AND SHALL BE SINGLE OR DOUBLE OPEN END BOND BEAM UNITS. B) F'm MIN SHALL BE 1,500 PSI WITH COMPLIANCE VERIFIED AS REQUIRED PER UBC SECTION 2105.3. C) EACH CELL SHALL BE COMPLETELY FILLED WITH GROUT CONFORMING TO ASTM C279 TYPE S WITH A MINIMUM STRENGTH OF 2,000 PSI. D) LAP REINFORCING THE GREATER OF 60 BAR DIAMETERS OR 2'-0". E) LOCATE ANCHOR BOLTS WITHIN 2" OF THE CENTER OF A CELL. 6. FRAMING/LUMBER 6-1 MATERIALS: A.) SHEATHING: 1. ROOF SHEATHING: SEE PLANS 2. FLOOR SHEATHING: SEE PLANS 3. WALL SHEATHING: SEE PLANS B.) GLUE -LAMS: GLUE -LAMS SHALL BE 24F -V4 U.N.O. WITH A CAMBER OF R=1600' U.N.O. GLUE -LAMS EXPOSED TO WEATHER MUST BE RATED FOR EXTERIOR USE BY THE MANUFACTURER. GLUED LAMINATED FABRICATON SHALL BE PERFORMED IN AN APPROVED FABRICATORS SHOP IN ACCORDANCE WITH UBC 1701.7 AND UBC 2304.4.3. BEAM INSPECTION CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME INSPECTION IN ACCORDANCE WITH UBC 1704.6.2. C.) MICRO -LAMS: MICRO -LAMS (LAMINATED VENEER LUMBER) SHALL HAVE FB = 2800 PSI & FV = 285 PSI MIN., AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-481 D.) SILL PLATES: SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR WITH 1/2" DIAMETER ANCHOR BOLTS AND 2"X 2"X 3/16" PLATE WASHERS LOCATED AT 4'-0" O.C. MAX. WITH ONE BOLT LOCATED 1'-0" MAXIMUM FROM EACH END OF EACH PIECE. E.) FRAMING LUMBER: ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE W.W.P.A. OR W.C.L.I.B. AND SHALL HAVE A MOISTURE CONTENT LESS THAN 19%, U.N.O. 1. STUDS SHALL BE STUD GRADE OR BETTER. 2. ALL POSTS SHALL BE DF -L #1 U.N.O. 3. 2X AND 3X RAFTERS SHALL BE DF -L #2 U.N.O. 4. 2X JOISTS SHALL BE DF -L #2 U.N.O. ' 5. CONCEALED BEAMS SHALL BE DF -L #2 6. EXPOSED BEAMS SHALL BE DF -L #1 APPEARANCE GRADE FOHC (4X6 AND LARGER) F.) NAILS: ALL NAILS SHALL BE COMMON U.N.O. WHERE EXPOSED TO WEATHER OR WITHIN 18" OF FOUNDATION, NAILS SHALL BE GALVANIZED. G.) BOLTS AND LAG SCREWS: BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND PROVIDED NEW AND WITHOUT EXCESSIVE RUST. H.) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG TIE CO., OR ENGINEER APPROVED EQUIVELANT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED WITH RECOMMENDED FASTENERS I.) MANUFACTURED "I" JOISTS: MANUFACTURED I JOISTS (SUCH AS TRUSS JOISTS) SHALL BE INSTALLED PER THE MANUFACTURES RECOMMENDATIONS USING A DEFLECTION LIMIT OF U480 U.N.O. USE A MANUFACTURED 1-1/4" RIM BOARD (SUCH AS TIMBER STRAND) WITH ALL "I" JOISTS. USE A DOUBLE RIM OR 1 % LVL RIM AT ALL LOCATIONS WHERE LEDGERS ARE USED (SUCH AS DECK LEDGERS). 6-2 GENERAL FRAMING A.) MINIMUM NAILING: MINIMUM NAILING SHALL BE PER 1997 UBC TABLE 23 -II -B-1. B.) LARGER MEMBERS: ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE MINIMUMS, LARGER MEMBERS MAY BE SUBSTITUTED AT CONTRACTORS OPTION. C.) SHRINKAGE: CARE SHALL BE TAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE WHICH COULD CAUSE SETTLEMENT OF ROOF AND OR FLOORS AND COULD LEAD TO FAILURE OF ASSOCIATED FRAMING MEMBERS. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT FRAMING FROM THE EFFECTS OF SHRINKAGE. 6-3 BEAM FRAMING A.) BUILT UP BEAMS: ALL BUILT UP, LAMINATED DOUBLE OR MULTIPLE 2X JOISTS AND BEAMS SHALL BE NAILED TOGETHER WITH 16d NAILS AT 6" O.C., T&B U.N.O. B.) DOUBLE JOISTS: PROVIDE DOUBLE FLOOR JOISTS UNDER PARTITION WALLS RUNNING PARALLEL TO JOIST SPAN AND UNDER ALL LOCATIONS WHERE TUBS MAY BE LOCATED. ADEQUATE SUPPORT SHALL BE PROVIDED FOR ALL OTHER EQUIPMENT OR FURNISHINGS WHICH MAY NOT BE SHOWN ON THE STRUCTURAL DRAWINGS INCLUDING BUT NOT LIMITED TO: HOT WATER HEATER, STOVE, REFRIGERATOR, OVEN, FIRE PLACE ENCLOSURES, WOOD BURNING STOVE, ETC... C.) BLOCKING: PROVIDE SOLID BLOCKING IN JOIST FRAMING ABOVE ALL SUPPORTS AND MIDSPAN OF JOISTS SPANNING GREATER THAN 10'-0" Q VERTECH ENGINEERING PROJECT: 2/17/04 6-4 POSTSITRIMMERS A.) SUPPORT: SUPPORT ALL UPPER LEVEL POSTS AND TRIMMERS IN LOWER LEVELS WITH EQUIVELANT FRAMING AND BLOCK OR OTHERWISE FRAME POSTS THROUGH FLOOR SYSTEMS. B.) WHERE POSTS WITH COLUMN CAPS OR BEARING PLATES ARE SPECIFIED, THE LOAD IS TO BE TRANSFERRED TO THE FOUNDATION BY VERTICAL GRAIN ONLY, U.N.O. 6-5 WALL FRAMING A.) DOUBLE TOP PLATE SPLICES: SPLICES AND JOINTS IN DOUBLE TOP PLATE OF STUD BEARING WALL SHALL OCCUR AT THE CENTER LINE OF SUPPORTING STUD TOP PLATE SPLICES OF STUD WALLS SHALL BE 48" LONG WITH (12) 16d SINKERS EACH SIDE OF EACH SPLICE U.N.O. WHERE SPLICE IS INTERUPTED, USE ST6224 STRAP U.N.O. B.) FIRE BLOCKS: FIRE BLOCK STUD WALLS AT MID -HEIGHT WHERE STUD LENGTH EXCEEDS 8,-0" C.) MIS -PLACED ANCHOR BOLTS: WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY -PLACED, USE HILTI QWIK- BOLT II OF SAME DIAMETER WITH EMBEDMENT IN CONCRETE AND INSTALLATION PER MANUFACTURERS RECOMMENDATIONS AND CURRENT ICBO REPORT. D.) CRIPPLE WALLS: CRIPPLE WALLS SHALL BE A MINIMUM OF 14" IN HEIGHT. FOR LESSER HEIGHTS, STACK 2X PLATES (AND SHIM AS REQUIRED). E.) NOTCHED OR CUT STUDS: NOTCHED AND/OR CUT STUDS TO CLEAR ANCHOR BOLTS ARE NOT ALLOWED. STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION PLATE. F.) LET -IN BRACES: LET IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY WALL FRAME. STEEL STRAPS WHICH DO NOT REQUIRE THE CUTTING OF STUDS ARE AN ACCEPTABLE ALTERNATIVE. 6-6 CONNECTIONS A.) HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE. B.) ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE WASHERS WHERE BEARING AGAINST WOOD. C.) ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED BEFORE CLOSING IN OR AT COMPLETION OF JOB. D.) LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE. 7. DESIGN LOADS A) ALL DESIGN LOADS ARE PER UBC CHAPTER 16, DIVISIONS I, II, III, AND IV U.N.O. B) ROOF LIVE LOAD/SNOW LOAD: 37 PSF REDUCIBLE C) SEISMIC ZONE: 3 D) WIND SPEED: 75 MPH EXP B C s PROJECT Lt.l do V l -C I ENGINEER AT S DESIGN OF G moo -f D 1. VERTECH ENGINEERING Loa d S walI OL ►Sps �I0.0( QL. i S p`s -F F l oo (' L L 40 p s -P PAGE DATE 2/04 rvv-R-Ing, 2.5 ZI yv\ic)od 2.S ►nsulagan ce► I �,� 2.5 Anii, SC, 2,5 .SEISr'n� G'»GQSS - C 230 2�� •4 i�� �f) + 3-4PS��� 4- o4.- --o4..(oCS-F + S:q > 95, 185 i6 P � wall w C 2,�� �I • 4/z� C �5ps�)-'> i8 c� 3IL� �2(.D S I� PROJECT La d 0yVERTECH ENGINEERING ENGINEER A ,T DESIGN OF La-crQ / L ,'r-) c, Lavou PAGE S DATE �L O N 1997 UBC Wind Loads VerTech Engineering (UBC CH16 DIV III) Project: Ludovici Residence Date: 2/16/2004 Comments: Wind Speed:' 75 mph Importance: 1 -14.6 3.1 Exposure: B 3.6 3.9 4.2 Q One Story or Partially Enclosed Multi-StoryStructure 6.3 6.8 7.3 Primary Frame Elevation. Elevation Elevation Method A : ' 15 20 25 Windward Wall 7.2 7.8 8.3 Leeward Wall -4.5 -4.8 -5.2 Roof Leeward or Flat Roof -10.8 -11.6 -12.5 Windward Roof Slope <2:12 -10.8 -11.6 -12.5 2:12 to <9:12 -12.6 2.7 -13.6 2.9 -14.6 3.1 9:12 to 12:12 3.6 3.9 4.2 >12:12 6.3 6.8 7.3 Wind Parallel to Ridge -10.8 -11.6 -12.5 Method B -16.7 Slope <2:12 at overhangs, canopies -25.1 -27.1 On Vertical Projected Area Structure <= 40' High 11.7 12.6 13.5 Structure >40' High 12.6 13.6 14.6 On Horizontal Projected Area -10.8 -11.6 -12.5 Elements and Components not in areas of discontinuity Wall Elements All structures 10.8 11.6 12.5 Enclosed and Unenclosed Structures -10.8 -11.6 -12.5 Partially Enclosed -14.3 -15.5 -16.7 Parapet Walls -11.7 11.7 -12.6 12.6 -13.5 13 5 Roof Elements Enclosed and Unenclosed Structures Slope <7:12 -11.7 -12.6 -13.5 7:12 to 12:12 -11.7 11.7 -12.6 12.6 -13.5 13.5 Partially Enclosed ; Slope <2:12 -15.2 -16.5 -17.7 c. iz to t:i2 -14.3 7.2 -15.5 7.8 -16.7 8.3 >7:12 to 12:12 -15.2 15.2 -16.5 16.5 -17.7 17.7 Elements and Components in areas of discontinuity Wall Corners -13.5 10.8 -14.5 11.6 -15.6 12.5 Roof Eaves, rakes or ridges without overhangs Slope <2:12 -20.6 -22.3 -24.0 2:12 to 7:12 -23.3 -25.2 -27.1 >7:12 to 12:12 -14.3 -15.5 -16.7 Slope <2:12 at overhangs, canopies -25.1 -27.1 -29.2 1997 UBC Static Seismic Forces VerTech Engineering Project: Ludovici Residence Date: Comments: 20.8 Units: Zone = 3 (If T<.7, Ft=O) Soil type = I Sd Soil Profile Types I = 1 Importance Factor Table 16-K R-= 5.5 Overstrength and Ductility Factor Table 16-N or 16-P Ca = 0.36 Seismic Coefficient Table 16-Q Cv = 0.54 Seismic Coefficient Table 16-R hn = 18 HEIGHT TO ROOF) Ct = =.020 FOR ALL OTHERS Iv I TA = Ct(hn)°" USE Max TB = 1.4*TA 20.8 VEQ = (Cv*I*W)/(R*T) 5.0 20.8 Ft = 0.07*T*V (If T<.7, Ft=O) METH A METH B T = 0.175 0.175 EQ: CvIIRT = 0.5618 0.5610 V/W: VEQ = 71.3 71 V: Ft = 0.00 10th MIN V MAX V USE 11 *Ca*i 2.5*Ca*I/R 20.8 0.0396 0.1636 5.0 20.8 2/16/2004 Kips & Feet (UNO) LEVEL STORY HT HEIGHT WEIGHT HT. X WT. VEQ E VIEQ MOT Diaphragm ROOF 18 18 126.858 2283 20.8 21 374 23 10th 0 0 0 0 0.0 21 374 0 9th 0 0 0 0 0.0 21 374 0 8th 0 0 0 0 0.0 21 374 0 7th 0 0 0 0 0.0 21 374 0 6th 0 0 0 0 0.0 21 374 0 5th 0 0. 0 0 0.0 21 374 0 4th 0 0 0 0 0.0 21 374 0 3rd 0 0 0 0 0.0 21 374 0 2nd 0 0 0 0 0.0 21 374 0 1 st 0 0 .0 0 0.0 21 374 0 1 u 11 I LV.OJO 1 LLOJ PROJECT I_aAnV i G% VERTECH ENGINEERING PAGE ENGINEER AT DATE �� -- DESIGN OF Lc ,4cc-cA I Load Devcl o hncn-� vV ; P P L7 13.5ps -4123 Ib — C2114 z.2 )0:5.SP G 6 ID 2a'>C ►3�5 S) P 7 �3►b PROJECT L_ U 0 / I` -► VERTECH ENGINEERING PAGE ENGINEER A DATE npQip-m rip Lo Ski Sinn G , -�+ 2 /(D CotQv T-0 FD f LL4 2 (20 boo / 1 1 l8Sl 16 i 1 30 -P -f ' 2D + z .(20,800/6 55 t /85116 PROJECT LytCJaV I c ENGINEER Asr- VERTE'CHENGINEERING PAGE i0 DATE O o/ bra l Load oval l l (%k) 50�5-M1'C. con fro A 4262 vv 557: vV b. 7.l 2 f3 SS v\/ e38(o -T W 2?j l 8 ► 8 / \/V �- 23/16 8 S l v.Vd 4 G 0 (20) 84071 3CD Z Shear Wall Design Program VerTech Engineering Project: Ludovici Residence Date: 2/16/04 Location: Units (UNO): lbs, in Panel Thickness 3/B Panel Orientation Short Dimension Across Studs Nail Type Bd Anchor Bold Diam. 1/2 Stud Spacing 16 in o.c. Spec Grav Of Framing 0.5 Panel Grade ED, C -C, UBC 21-2, UBC 23-3 = Fnd Sill Plate Grade DF -L AB in 2X Sill 620 AB in 3X Sill 730 Split Anchorage Reduced Index # Nail Nail Length Diam Embed Cd NDSValue Value 1 10d 3 0.148 1.50 0.84 118 100 2 12d 3.25 0.148 1.75 0.99 118 116 3 16d 3.5 0.162 2.00 1.00 141 141 4 20d 4 0.192 2.50 1.00 170 170 5 30d 4.5 0.207 3.00 1.00 186 186 6 1/4" Screw 0.25 2.00 1.00 220 220 7 3/8" Screw 0.375 3.00 1.00 400 400 8 A35 450 9 A34 365 Shear Wall Design Edge Nail Alowable SW Joint Fastening SW Joint Fastening AB Spacing (ft) Load Fastener Cond A Cond B Fastener Cond A Cond B 2X Sill 3X Sill 6 260 2 7.1 0 8 20.8 0 3.17 3.73 4, Note 1 380 2 4.9 0 8 14.2 0 1.09 2.56 3, Note 1 490 2 3.8 0 8 11.0 0 0.84 1:98 2, Note 1 640 2 2.9 0 8 8.4 0 NG 1.52 44, Note 1 760 4 3.6 Note 2 8 7.1 Note 2 NG 1.28 33, Note 1 980 4 2.8 Note 2 9 4.5 Note 2 NG 0.99 22, Note 1 1280 4 2.1 Note 2 9 3.4 Note 2 NG 0.76 1. Use 3X framing at adjacent panel edges and stagger nailing 2. Condition B fastening is the same as fo single sided shear wall with same edge nailing 12 VerTech Engineering Project: .L u c Page: Engineer: /w Date: Design of: Shear Walls Framina Panel Shear Walls Resistive A35 Sill Lateral Wall Attachment Attachment Load Length Length Length Load/ft Edge Nail WallObs) M if2 (ft)I� bM in A 4232 10 10 10 423 % 3" ! B 4232 101/ 10 10 423 3" C 7128 12 / 12 12 594 / 2111/ D 7128 22.5/ 22.5 !' 22.5 317 / 4" / 1 6386 16.5/ 16.5 16.5 i' 387 3" / 2 2318 11.5-/ 11.5 11.5 202 % T/ 3 6386 _ 13 r 13 13 491 2111/ 4 2318 6.5/1, ` 6.5, 6.5 357 ./ 4" 13 VerTech Engineering g g Project: L_ LAr4clu r- ; Page: Engineer: ,ctc1 Date: 2 p� Design of: Shear Walls Stability Overturning Overall Resistive Gravily OT OT Righting Net Length Length Load Height Moment Moment M/D Wall (ft) (M (Ih/ftl (ftl (ft_IKN rf+_Ik% Ilk% 5 5 50 9 19044 1875 3558 Design of: Shear Walls Stability Segment Segment OT Riahtinq Net Length Height MMT MMT M/D Wall (ft) (ft -Ib) (ft -Ib) (lb) A 0 0 0 0 B 0 0 0 0 C 4.5 9 24057 5063 4592 D 0 0 0 0 1 3.75 9 13062 1055 3295 2 0 0 0 0 3 3.75 9 16579 1055 4233 4 0 0 0 0 V4 PROJECT LJ oy r ENGINEER Y\ V C.w t /h� sI' VERTECH ENGINEERING PAGE DATE ?-104 DESIGN OF v /via { I: -I I G H ROOF F►2A I`�11 �.l C� f PROJECT LLxdov-If c i VERTECH ENGINEERING ENGINEER AV DESIGN OF G(d- / i PAGE LD DATE H PROJECT ` Lu VERTECH ENGINEERING ENGINEER AS DESIGN OF G,rav ► k,/ ( b PAGE l DATE 2x 01F#2 C,j ►G" O,C, ./ _ r, ?_ x 10r 1 Co '' aC 2 v , coo .� = 514- Ib = 2 42 x I 0 I ID 2 12 DF(o O,C, c I� 0-` Y 1 G C:/ Goo t 2O' / J 3360/ lb 1= - /55:2 < 1:0'z IS 24 F.- V-4 G L b 1... b 3 -� �orC.�'1 ►� 4 c� L _ �'r;b =ICD rbo ��= IBX IOC ►b-;�,� 2x 01F#2 C,j ►G" O,C, ./ _ r, ?_ x 10r 1 Co '' aC 2 v , PROJECT LLA d_Uy i G VERTECH ENGINEERING Q ENGINEER / � J PAGE DATE 0 4 d101 (051b Tr;b-4�r�o� V ib 10c0 I6_;,n2 >_ V L— 9 2CD -I - I� 10' vv.i V= 3qC� I b °' -floor E 1-= b(D2 x �O'o Ib-►� Wa I/7/$ Lv/_ _ _ 6 - T �CCoV� Gard �; �-�T y_P g T 22 IV = % 1 /6J"1 PP 0. 5 S 0 (?j t (o O, C , ®r 14 TJ l P2v 2500 l(o 0,1 10 ) 5-4 Co Va, ff k3or V ib 10c0 I6_;,n2 >_ V L— PROJECT ENGINEER AT DESIGN OF C coy i &10 - Gi c VERTECH ENGINEERING PAG E DATE 2-104, L - -4 Tr-; b -• 5 M = 1160b -I-Ib V = 103s 1b I = 4-4 x 10 G16 n 2 �' X V �f # � •� ,�ce� �G�� � X I o (''� I I hC�rLfr1 G i r d cr 1. = 12- va M = 524 I �--4 - ► h V - ► �►b x, 10 - X DF# p�ccA ea, -,d �= s L = ► � M 3 301 T- I b V EZ = a -4 --cox I cD ( 1 b- i n t �1'/bTJ1 1° i 120 5C� ��� 0 3 -- 2y ---)J, 'FI .00r G r -d c (' L = of _ ` )00D# � /z x � /•4- 1 �L , � S� !(o rJL Psi s:F.SL 40ps IF U-- PROJECT I_ l ,(.J C • L ENGINEER ACJ DESIGN OF Grcav I' 8ps-(' Dl- -4 " L-4', io Psi Lt_ . VERTECH ENGINEERING PAGE 20 DATE 1 Floor Girder L= 1.5vla 2000A CD i- L 3/2 xII%4 LuL- I S _ ncl Flood C rdC r �1- 2 so(o _rf- 16 4.5 ► b F= = vz x --'/4- S1Co - 'ancA FIoa- G�rdcam' nil = 34.54-P-1-16 3 (o 006 '3 /2',x -4 '/4- L V I_ L-SY2' 43/4 oOr C5 CL I :5 Cj .■ _ MEN MEMOMMOMMEMEMEM NAMES ommommool, 3/2 xII%4 LuL- I S _ ncl Flood C rdC r �1- 2 so(o _rf- 16 4.5 ► b F= = vz x --'/4- S1Co - 'ancA FIoa- G�rdcam' nil = 34.54-P-1-16 3 (o 006 '3 /2',x -4 '/4- L V I_ L-SY2' 43/4 oOr C5 CL I :5 Cj PROJECT ENGINEER AJ_ DESIGN OF G rO V J VERTECH ENGINEERING C ',_)ECA_ M - 624 7r4 -lb 45416 i3 x /0 (�, 16-1r 2 4 x 6 OF-��. Do cyy)' cr S,A ppo(--+ LVL s /925/6 F I = Sg x /Q /6 -ire, le but �r �taA..,s PAGE 2 DATE 2 O ` L I.. = 5% ,, I 1 I. VD = 3 -cI ©-cr' L_- IZ1 Tr� 117\30 us cr i� Beam Sizer Design Program VerTech Engineering Project: Ludovici Residence Date: 2/17/2004 Location: B1 2Z ❑ Valley Beam Slope of roof 12 :12 Select Beam Width 1.5 in Dead Load 8 psf, -� ElRound'Member Live Load 37 psf DF -L #2 Dimensional ❑ Horiz. Member TULL Defl. Criteria (U) 240 360 Fb' 892 psi Length of Beam 16 ft Fv' 95 psi Width tributary to beam: 1:33' ft Unbraced Length 1 ft Height Required 11.1 in CD 1.00 CF 1.00 A Req'd 8 in^2 CM 1.00 Cv 1.00 S Req'd 28 in13 Ct 1.00 Cfu 1.00 1 Req'd 148 in14 Cf 1.00 Cr 1.00 Controlling Design LL Deflection CH 1.00 Cc 1.00 CL 0.99 Fbe= 5756 le= 2.1 RB= 11.0 Fb*= 900 Total Uniform Load 64 plf Mmax 2056 ft -Ib Vmax 514 Ib ' ❑ Shear at d from face? EI Req'd .. 272 *10^6 #-in^2 2Z zI Project: LtAdoy 1,0 Engineer:, AJ Design of: Floor Framing Floor Loads DL= 15 psf LL= 40 osf VerTech Engineering Page: Date:.G� Floor plywood: 3/4" T&G APA rated plywood or OSB equivalent. Apply face grain perpendicular to framing, stagger panels and nail with 8d @ 6" O.C. edge and 10" O.C. field. Edge nail at boundaries, drag members and at blocking over and under interior shear walls. Floor Joists: Joists: Use manufactured "I" joists (such as'Truss Joists), and install per manufacturers recommendations using U480 deflection criteria. Use manufactured rim board such as TimberStand with all "I" joists. Use a double rim board at all locations where ledgers are installed at the rim (such as deck ledgers). Sawn Joists:' Sawn lumber joists shall be sized per UBC Table 23 -IV -J-1 using E < 1.6 UNO. 24- Project: La dO V i [' Engineer: A,T Design of: Roof Framing Roof Loads DL= 16 psf SL= 37 psf VerTech Engineering Page: Date: _�E�4 Roof plywood: 1/2" CDX APA rated (32/16) plywood or OSB equivalent. Apply face grain perpendicular to framing, stagger panels and nail with 8d @ 6" O.C. edge and 12" O.C. field. Edge nail at gable end trusses, drag trusses, frieze blocking and all supported edges. (Trusses: Rafters: Spacing = 24" o.c. Loads: T.C. Live Load = 37 psf T.C. Dead Load = 8 psf B.C. Dead Load = 8 psf Total Load = 53 psf Live Load = 37 psf Dead Load = 8 psf Total Load = 45 psf Typical Headers (uno) Use 4X10 DF#1, use (2) trimmers min. at all openings larger than 4'-0". .25 Timber Column Design Values Per NDS 3.7 VerTech Engineering 4X DF-L(N) #1 Fc E d KcE c 1000 1600000 3.5 0.3 0.8 Stability Reduction Column Capacity Obs) le (ft) Cp Fc' (psi) 4X4 4X6 4X8 4X10 4X12 5 0.83 829 10156 15960 21763 27567 33370 6 0.73 733 8975 14104 19232 24361 29490 7 0.63 625 7656 12031 16406 20781 25156 8 0.52 523 6409 10072 13734 17396 21059 9 0.44 436 5347 8402 11458 14513 17569 10 0.37 366 4484 7047 9609 12171 14734 11 0.31 310 3794 5961 8129 10297 12465 12 0.26 265 3241 5092 6944 8796 10648 13 0.23 228 2795 4392 5988 7585 9182 14 - 0.20 199 2432 3821 5211 6600 7990 15 0.17 174 2133 3352 4571 5790 7009 16 0.15* 154 1885 2963 4040 5117 6195 17 0.14 137 1678 2636 3595 4553 5512 18 0.12 123 1502 2360 3218 4077 4935 19 0.11 110 1352 2125 2897 3670 4443 20 0.10 100 1223 1922 2622 3321 4020 21 0.09 91 1112 1748 2383 3018 3654 22 0.08 83 1015 1595 2175 2755 3335 23 0.08 76 930 1462 1993 2525 3057 24 0.07 70 856 1344 1833 2322 2811 25 0.06 64 789 1241 1692 2143 2594 26 0.06 60 731 1148 1566 1983 2401 27 0.06 55 678 1066 1453 1841 2228 28 0.05 52 631 992 1352 1713 2074 29 0.05 48 589 925 1262 1598 1935 30 0.04 45. 551 865 1180 1494 1809 b I n . .r Timber Column Design Values Per NDS 3.7 VerTech Engineering 6X6 DF-L(N) #1 Fc E d 1000 1600000 5.5 Stabilitv Reduction le (ft) Cp Fc' (psi) 5 0:94 ` 943 6 0.91 912 7 0.87 872 8 0.82 821 9 0.76 761 10 0.69 694 11 0.63 625 12 0.56 559 13 0.50 498 14 0.44 444 15 0.40 396 16 0.35 355 17 0.32 319 18 0.29 288 19 .0.26 261 20 0.24 237 21 0.22 217 22 0.20 199 23 0.18 .182 24 0.17, 168 25 0.16 156 26 0.14 144 27 0.13 134 28 0.13 125 29 0.12 117 30 0.11 109 KCE c 0.3 0.8 _Column Capacity Obs1 6X6 6X8 6X10 28511 38879 49247 27586 37618 47649 26373 35963 45553 24841 33874 42908 23015 31384 39753 20989 28621 36253 18906 25781 32656 16902 23048 29194 15061 20538 26015 13421 18302 23183 11984 16342 20700 10734 14637 18541 9650 13159 16669 8710 11877 15044 7892 10762 13632 7179 9789 12400 6554 8937 11321 6005 8188 10372 5520 7527 9534 5090 6940 8791 4707 6418 8130 4365 5952 7539 4058 5534 7010 3782 5158 6533 3533 4818 6103 3308 4511 5714 6X12 59614 57681 55143 51941 48122 43886 39531 35340 31492 28063 25057 22444 20178 18212 16502 15010 13704 12555 11541 10642 9842 9127 8486 7909 7388 6917 2 a .:./AY .i Project: LudOV 1 cj Engineer: AJ of: Foundations VerTech Engineering Page: Date:L} (Soil Bearing: 10d0 psf Concrete stem wall (Non -retaining): (fc'=2500 psi) 8" wide with (1) #4 continuous at top of wall and #4 at 18" O.C. full height. Provide #4.at 18" O.C. vertical developed by hook into footing, U.N.O. Masonry stem wall (Non -retaining): 8" solid grouted (fm = 1500 psi) with #4 at 24" O.C. each way. Continuous footings: (fc' = 2500 psi) Width Thickness Ca I Reinforcing 12 12 1000 (2) #4 cont. 15 12 1250 (2) #4 cont. 18 12 1500 (3) #4 cont. 24 12 2000 (3) #4 cont. 30 12 2500 (4) #4 cont. read Footings:(fc'=2500 psi) Reinforcing Cap. Connnector Label Size Thickness Ea Way Kips Simpson F1 1'-0" Sq. 12 (1) #4 1 PB F1.5 1'-6" Sq. 12 (2) #4 2.25 PB F2 2'-0" Sq. 12 (3) #4 4 PB F2.5 2'-6" Sq. 12 (4) #4 6.25 PB F3 3'-0" Sq. 12 (4) #4 9 CB F3.5 3'-6" Sq. 12 (5) #4 12.25 CB F4 4'-0" Sq. 12 (5) #4 16 CB F4.5 4'-6" Sq. 12 (6) #4 20.25 CB F5 5'-0" Sq. 12 (7) #4 25 CB F5.5 5'-6" Sq. 12 (5) #5 30.25 CB F6 6'-0" Sq. 18 (8) #5 36 CB F6.5 6'-6" Sq. 18 (9) #5 42.25 CB Note: Bottom of each footing shall be at least 12" below finished grade or as per local requirements. 2- 4 - RESPONSE TO PLAN CHECK Project: Ludovici Residence Bald Rock Road Berry Creek, CA APN : 062-200-048-000 Plan Check Number: 04-0836 Structural Plan Check Comments: 1) See detail 9/SD2 for all hanger callouts. All unique hangers have been called out on plan. 2) See revised plan 3) See revised plan 4) See revised plan 5) See revised plan and attached calc 6) See attached calc 7) See attached talc, 8) By others 9) See revised detail. E.N. per sole nail schedule accomplishes the shear transfer ... the A35 clips are not req'd in this detail. 11 See attached ca c w A. S Ridge beam is compressed 13) See revised plan ,��7 F X Fr, COPY Beam Sizer Design Program VerTech Engineering Project: Ludovici Residence ,.r Date: 6/10/2004 Location: Response to Item 5 ❑ Valley Beam Slope of roof 0 :12+ Select Beam Width 3.5 in Dead Load 326 psf ❑ Round Member Live Load 807 p sf DFL #1 Dimensional J ❑ Horiz. Member TULL Defl. Criteria (U) 240 360 Fb' 1098 psi Length of Beam 6 ft Fv' 95 psi Width tributary to beam: 1 ft ' Unbraced Length 1.33 ft Height Required 10.8 in CD 1.00 CF 1.10 A Req'd 38 in^2 CM 1.00 Cv 1.00 S Req'd 56 in^3 Ct 1.00 Cfu 1.00 1 Req'd 65 in^4 Cf 1.00 Cr 1.00 Controlling Design Shear CH 1.00 Cc 1.00 CL 1.00 Fbe= 25799 le= 2.7 RB= 5.4 Fb*= 1100 Total Uniform Load 1133 pif Mmax 5099 ft -lb Vmax 2384 Ib Shear at d from face? EI Req'd , 118 *10^6 #-in^2 ,.r r 1 � Beam Sizer Design Program . VerTech Engineering Project: Ludovici Residence Date: 6/10/2004 Location: Response to Item 6 ❑ Valley Beam Slope of roof 0 :12 Select Beam Width 3.5 in Dead Load 326 psfMicrolam ❑ Round Member Live Load 807 psf Q Horiz. Member TULL Defl. Criteria (U) 240 360 Fb' 2587 psi Length of Beam loft Fv' 285 psi Width tributary to beam: 1 ft Unbraced Length 1.33 ft Height Required 10.6 in CD 1.00 CF 1.00 A Req'd 30 in^2 CM 1.00 CV 1.00 ' S Req'd 66 in^3 Ct 1.00 Cfu 1.00 1 Req'd 268 in^4 Cf 1.00 Cr, 1.00 Controlling Design Bending, ' CH 1.00 Cc 1.00 CL 1.00 Fbe= 29221 le= • 2.7 RB= 5.3 Fb*= 2600 Total Uniform Load .1133 plf Mmax 14163 ft-Ib Vmax 5665 Ib ❑ Shear at d from face? EI'Req'd 545 *10116 #-in^2 r 1 � i 3 r4 • .Beam Sizer Design Program VerTech Engineering Project: Ludovici Residence Date: 6/10/2004 Location: Response to Item 7 ❑ valley Beam Slope of roof 0 :12' Select Beam Width 3.5 in Dead Load 237 psf ❑ Round Member Live Load - 287 psf Microlam Horiz. Member TULL Defl. Criteria (U) l 240 360 Fb' 2595 psi Length of Beam 5.5 ft Fv' 285 psi Width tributary to beam: 1 ft Unbraced Length 1.33 ft Height Required 4.1 in CD 1.00 CF 1.00 A Req'd 8 in^2 CM 1.00 Cv 1.00 S Req'd 9 in^3 Ct 1.00 Cfu 1.00 1 Req'd 21 in^4 Cf 1.00 Cr 1.00 Controlling Design Deflection CH 1.00 Cc 1.00 CL 1.00' Fbe= 74955 le= 2.7 RB= 3.3 Fb*= 2600 Total Uniform Load 524 plf , Mmax 1981 ft -Ib Vmax 1441 Ib ❑ Shear at d from face? EI Req'd 39 *10^6 #-in^2 3 /a x -4 LV I— Timber"Column Design VerTech Engineering Per NDS 3.9.2 Project: Ludovici Residence Date: 06/10/04 Location: Response to Item 11 Lumber: I DF -L #1 1w Material Properties Modification Factors Fb 1000 psi ,/ CD' 1.33 Fc 1500 psi / CM 1 E 1.7 E6 psi ✓ Ct 1 Config/Loading CL 0.60 1.00 P 225 lbs CF 1 1 D1 5.5 in Cp 0.20 D2 1.5 in Cfu 1 e1 0 in Cr 1 e2 0 in Cf 1 Lu1 16 ft Combined Flexure/Axial Lu2 0.25 ft fc 27.3 Addl M1 494 ft -lb Fc' 398.6 Addl M2 ' 0 ft -lb' fb1 783.9. Fb1' 803.0 Section Properties FcE1 418.5 A 8.3 in A2 fb2 0.0 S1 7.6 in^3 Fb2' 1330.0 S2 2.1 in^3 . FcE2 127500.0 11 20.8 in"4 FbE 864.2 12 1.5 in^4 Interaction: 1.0 OK if<1. 0 4 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal; necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: do&";Z--'Woo- D "K& Date ( r Z q — 6 4 PROPS TY O ERS: State of California ) County of ~-gg' //� ) On 0? � A!l - ceorC before me, --J-t,�.b / r74 -1 /lid -r , /V'9 2W 'Va 66t c personally appeared S e oW Z- a. DO We / personally known to me (or proved to me on the basis of satisfactory evidence) to be the personwhose ps e . is/arc subscribed to the within instrument and acknowledged to me tha he ey executed the same inhetfttteir authorized capacity(id), and that by his/hepkheir signature�on the instrument, the person or the entupon behalf of which the person acted, executed the instrument. WITNESS han a d official seal. JUDITH M. WILL IAMS Signature Seal; V COMM. # 1344684 O .10NOTARY NOTARY PUBLIC -CALIFORNIA os, COMtB IX�MARUUTTE �HZ, 2006 n A.P. # Or'OG� �O 05��' I 4i 2004-0038334 .,� �. AND WHEN RECORDED MAIL TO: Recorded - i REC FEE 10.00 BUTTE COUNTY BUILDING DIVISION Official Records I COPIES 4.50 7 COUNTY CENTER DRIVE County Of I OROVILLE, CA 95965 BUT CANDACE J. GRUBBS I I Recorder I t JJ ROSEMARY DICKSON I I Assistant I Lisa - 12:28PM 24 -Jun -2004 I Page I of 2_ ^J AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal; necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: do&";Z--'Woo- D "K& Date ( r Z q — 6 4 PROPS TY O ERS: State of California ) County of ~-gg' //� ) On 0? � A!l - ceorC before me, --J-t,�.b / r74 -1 /lid -r , /V'9 2W 'Va 66t c personally appeared S e oW Z- a. DO We / personally known to me (or proved to me on the basis of satisfactory evidence) to be the personwhose ps e . is/arc subscribed to the within instrument and acknowledged to me tha he ey executed the same inhetfttteir authorized capacity(id), and that by his/hepkheir signature�on the instrument, the person or the entupon behalf of which the person acted, executed the instrument. WITNESS han a d official seal. JUDITH M. WILL IAMS Signature Seal; V COMM. # 1344684 O .10NOTARY NOTARY PUBLIC -CALIFORNIA os, COMtB IX�MARUUTTE �HZ, 2006 n A.P. # Or'OG� �O 05��' Preliminary Report Description Order No. BU -204155-3 AM The land referred to herein is' situated in the State of California, County of Butte, and is described as follows: A PORTION OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 34, TOWNSHIP 21 NORTH, RANGE 5 . EAST, M.D.B. & M., BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: CON[MENCING AT THE NORTHWEST CORNER OF THE SOUTHEAST QUARTER- OF THE NORTHWEST QUARTER OF SAID SECTION 34; THENCE NORTH 89° 51'40" EAST ALONG THE NORTH LINE OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 34, A DISTANCE OF 1446.30 FEET; THENCE SOUTH 020 36'20" WEST, A DISTANCE OF 1896.13 FEET TO A POINT IN THE CENTERLINE OF BALD ROCK ROAD AND THE SOUTHEAST CORNER OF THAT CERTAIN PARCEL OF LAND DESCRIBED IN DEED FROM RICHARD W. MILLS, ET UX, TO BROOKSIDE VINEYARD COMPANY, A PARTNERSHIP, DATED AUGUST 23, 1962, AND RECORDED SEPTEMBER 28, 1962, IN BOOK 1204, PAGE 108, OFFICIAL RECORDS AND THE TRUE - POINT OF BEGINNING FOR THE PARCEL OF LAND DESCRIBED HEREIN; THENCE FROM SAID POINT OF BEGINNING NORTH 79° 20' 30" EAST ALONG THE CENTERLINE OF SAID BALD ROCK ROAD, A DISTANCE OF 348.66 FEET; THENCE NORTH 020 45' 36" EAST, A DISTANCE OF 368.51 FEET; THENCE NORTH 89° 30' 51" WEST, A DISTANCE OF 341.98 FEET TO A POINT ON THE EAST BOUNDARY OR SAID BROOKSIDE VINEYARD COMPANY, A PARTNERSHIP PARCEL; THENCE SOUTH 020 -45' 36" WEST ALONG THE EASTERLY BOUNDARY OF SAID BROOKSIDE VINEYARD- COMPANY - PARCEL, A DISTANCE OF 438.21 FEET, MORE OR LESS, TO THE TRUE POINT OF BEGINNING. APN 062-200-048-000 May 24,2004 Joe Ludovici 7109 Rollingwood Blvd. Citrus Heights, Ca. 95621 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 062-200-048-000 Building Permit Number: 04-0836 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: 1. The enclosed school fee form is to be completed by the Oroville Union High School District and the completed form returned to this office. 2. Please provide a recorded copy of the Agricultural Acknowledgment Statement prior to the issuance of the building permit. Also an encroachment permit for the driveway is required. Where will the HVAC equipment and water heater be located? 4. Please provide a cross sectional drawing through the entry/great room. STRUCTURAL COMMENTS: Please specify model number and location of all hangers supporting beams, ceiling joists and rafters at ridge beams. ��Specify how 31/2"x117/8" beam B7 on the second floor framing plan. girder required to support floor joists at covered porch next to utility room on the foundation plan. 4. Specify footings required to support beams B14 and B15 at the great room/ hallway. The 4x10 header at the master bedroom sliding glass door appears to be overstressed. Please provide calculations or revise. Beam B 19 appears to be overstressed. The structural calculations do not include the roof load and since the attic is labeled storage the tributary load on this beam is greater than 7'. /lease revise. �j' Calculations for beam B1-7 shows a floor load only. The roof and ceiling plan indicates this oesupports the ceiling and roof. Please revise calculations to reflect all loads. ase show location and model number of holdown anchor bolts on the foundation plan. ase revise detail 10/SD2 to show shear transfer from the shear wall to the foundation. Show bottom plate, wall stud and wall sheathing. Specify sill and edge nailing per the shear 1 of 2 411 schedule. Provide connection of rim board to the cripple wall top plate or specify continuous sheathing from the shear wall to the foundation mud sill. 0 he bonus room roof structural plan on sheet 7 refers to detail 10/SD 1. Please show ttachment of the A35 clips specified in the structural calculations. Theprovide tall stud calculations for the 2x6 balloon framing at the garage. The ridge beam over the bonus room appears to be overstressed. Please provide supporting calculations or revise. ease specify post or number of studs required to support the B 14 and B 15 beam reactions. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Russell. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for'your permit.) The counter staff will answer any questions concerning the Data Sheet. Russell Bloomfield Plans Examiner cc: Mike Hubley. S.E. Philo Hunt, P.E. Plan Check Engineer 2 of 2 T �S l BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE — OROVILLE, CALIFORNIA 95965 — TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO. Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PAR L NO. A " ZONING OWNERN.�)6ZX, I ( PHCJENO. O�IWNER'SAD ES S S LOCATION OF BUILDING E L71) RoQK USE OF BUILDING rtaz � SIZE OF STRUCTURE / -'XSQ. FT. TYPE OF CONSTRUCTION: WOOD FRAME __.X__ STEEL CONCRETE OTHER (Specify) TYPE OF SIDING &jbab ROOF C VERIN p FLOG TYPE (6xi ESTIMATED COST OF CONSTRUCT-10—NU S 3 , 22 4 C $ o Z) ov►�, 2 G S AG Buildings 9hall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: _ FRONT ' � D SIDES REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. declare under penalty of perjury that the building will be used as stated about, and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. bsnature of Owner Permit Fee - $60.00 The above described AGB ilding is exempt fro Iding per it. LO D PARC P.D ROOFI I E Receipt No. 39-5/0 PJAAat _ao &I III Manager Building Division By White — DPW, Yellow —Assessor, Pink — B. I., Goldenrod —Applicant Date v �3 f PIAN REVISION Owner's Name: {� C C/(� AP#: BP#: `7 Received By: l�J Y 1/ Date: Time: „ �� Contact Per on & P/ Ih Numbe •7?,o�-- 79� R - / /,, ___ t I Le PURPOSE OF RE -SUBMIT AL KWkERISION ❑ Permit Application Data Sheet Item ❑ -*Engineering ❑ *Plan Revision ❑ * equested by Building Inspector's Correction Notice — Insp M, is Name: Requested by Plan's Examiner - Plan Examiner's Name: ❑ Other: *If revising a plan which has already been issued, submit two (2) drawings reflecting the revision for plan review along with your approved plans. If engineering is involved in this revision, the engineer must put his requirements on these drawings and wet stamp and sign two sets of engineered drawings. Revised drawings must clearly show changes proposed and locations involved. WHEN APPROVED, PROCESS AS FOLLOWS: ❑ M ' to 0'r/Contractor at th' address: lfl'Call m�)4t�and hold for pick-up. ❑ Deliver with next inspection. Minimum revised plan check fee to be collected at time of submission of revision, plans examiner will determine if additional plan checking fees are needed: ❑ Minimum $54.99 Receipt #: ❑ Fee not required for revisions requested by plans examiner prior to issuance of permit. ❑ Additional Fee Amount: Receipt #: Revised 2/04 ENVIRONMENTAL HEALTH FEB 7 COUNTY CENTER DRIVE N * {. J" xr r;.ol �., m �U3> 'o 0 C ENVIRONMENTAL HEALTH FEB 7 COUNTY CENTER DRIVE N * {. J" xr r;.ol I I I I HOSE BIB5 BE'S 42'-6" rOX6 WOOL) OL. (TYP.) ==1213 HANDRAILINTERMEDIATE (oXro HANDRAIL 1_611 POST ---------- -]oil 7- 41-101' -011 -7-1,4 1'el wp 22'-a" 6'-611 el F I POSE I F* El co C14 �/ O I STEPS AS .REQUIRED -'1\ D 2 It D. T — - TO 13 II 14) 1 ii, /Uf= —11n an I G I 61AIR '7 1 11 1 1 - - RA CSE ............. ........... V. K* 5fREAKFA5T X 0 X 0 r W. wp w, METAL FIREPLACE I O ROOI"� MAS ER 55DIRCO1" I ow I (L 10"0 TAPEF;ZED i-6 I I WOOD COLUMN = cz X0 I = Qd)Lu I A \ §) -1.4 Q @ z T FAN WITH LIGHT GREAT ROOM I KITC,1-4r=N 1 xx QJ 7 0 C::)DE VJ4 M= TO UP TO 5 rM777M Lm FIREPLACE LT. FAN WITH L6 < O \ \ I 1 \ / LIGHT 'b BALCONY O ���/ ABOVE FWD R. -011 C,eET-_j �" O `\ 1 �/ e R'1'�- , — — // ' O REQ. I ROD 4 SHELF STORAGE WATER -i HOSE 151155 z z At DOOR SCHEDULE GLASS IOU LIN. -z— 1 3'-0" X 6'-5" X 1 3/411 EXT. HWD, (2) 10" SID'LTS. I -431 W w EXT. HARDWOOD / I HR FIRE RATED twu 0 81-011 X -11-011 GARAGE DOOR 2 4 2'-4" X ro'-all X 13/61, INTERIOR BI -FOLD I 5 4'-0" X 61-51, X 13/81' INTERIOR 51 -FOLD I 51-311 x 61-811 21-61, X rol-all x 1 3/811 INTERIOR HARDWOOD 2 2 VELUX SKYLIGHT VS -104 * * /41 LV6 2 WALL BRACKET MOUNTED LIGHT FIXTURE COSTS EXT. HWD. SLIDING GLASS, FRENCH (p S 2'-0" X ro'-all X 1 3/611 INTERIOR HARDWOOD ro Lu ' 4 I I HOSE BIB5 BE'S 42'-6" rOX6 WOOL) OL. (TYP.) ==1213 HANDRAILINTERMEDIATE (oXro HANDRAIL 1_611 POST ---------- -]oil 7- 41-101' -011 -7-1,4 1'el wp 22'-a" 6'-611 el F I POSE I F* El co C14 �/ O I STEPS AS .REQUIRED -'1\ D 2 It D. T — - TO 13 II 14) 1 ii, /Uf= —11n an I G I 61AIR '7 1 11 1 1 - - RA CSE ............. ........... V. K* 5fREAKFA5T X 0 X 0 r W. wp w, METAL FIREPLACE I O ROOI"� MAS ER 55DIRCO1" I ow I (L 10"0 TAPEF;ZED i-6 I I WOOD COLUMN = cz X0 I = Qd)Lu I A \ §) -1.4 Q @ z T FAN WITH LIGHT GREAT ROOM I KITC,1-4r=N 1 xx QJ 7 0 C::)DE VJ4 M= TO UP TO 5 rM777M Lm FIREPLACE LT. FAN WITH L6 < O \ \ I 1 \ / LIGHT 'b BALCONY O ���/ ABOVE FWD R. -011 C,eET-_j �" O `\ 1 �/ e R'1'�- , — — // ' O REQ. I ROD 4 SHELF STORAGE WATER -i HOSE 151155 z z At DOOR SCHEDULE GLASS IOU LIN. -z— 1 3'-0" X 6'-5" X 1 3/411 EXT. HWD, (2) 10" SID'LTS. I -431 W w EXT. HARDWOOD / I HR FIRE RATED twu 0 81-011 X -11-011 GARAGE DOOR 2 4 2'-4" X ro'-all X 13/61, INTERIOR BI -FOLD I 5 4'-0" X 61-51, X 13/81' INTERIOR 51 -FOLD I 51-311 x 61-811 21-61, X rol-all x 1 3/811 INTERIOR HARDWOOD 2 2 VELUX SKYLIGHT VS -104 * * /41 LV6 2 WALL BRACKET MOUNTED LIGHT FIXTURE COSTS EXT. HWD. SLIDING GLASS, FRENCH 2 S 2'-0" X ro'-all X 1 3/611 INTERIOR HARDWOOD ro Lu ' 4 INTERIOR BI -FOLD (4 4 121-411 2'-4" X ig>'-all X 1 3/81, INTERIOR HARDWOOD 1011 12 2'-0" X 6'-811 X 1 3/411 EXTERIOR HARDWOOD 14' - 13 F'R. zl-roll X 911-61, X 1 3/6" Lu Lu L) I 14 2'-8" X ro'-all X 1 3/411 ., I l 0 ca 1 r. 00 '�` 1 — C-4 c o p !1 I co Lu 3 co (D cc C-4 x 0 SECOND t d 2 0ON 0: I=LLOOR i DIMMER j -u (� F 0'1' E R b6 119 to 10-11 DINING ROOM wma 91 FOR -1 HANDRAIL \ �Ufz = 10"0 TAPERED ep P P T TUB X0 WOOD COLUMN ASTER F 5'TAIR K Lu -ATH <— UP F ® �, UP &-loll &I-oll &X& WOOD 'I INTERMEDIATE 6X6 HANDRAIL COL. (TYP.)" POST 0F=l -V RE F -&W WOOD STEPS TO GRADE HANDRAIL-/ AS REQUIRED (TYF.)-----] H Ill -loll -7 (ol-411 1/4ll 1, /All cl) ENVIRONMENTAL HEALTH FEB 1111 2004 7 COUNTY CtENTER DRIVE r- 41-111 &X(o WOOD COL. (TYP.) I N I 22'-B" 01 14'-011 11 4'-411 ATTIC ACCESS -11-011 11 -11-011 F W-4" -1'-011 ATTIC: ACCESS CN 50NU5 ROOtl FLOOR FLAN 1/411 2 11-011 NOTE: VERIFY ALL LOCAL CODES, ENERGY TYPES, AND SITE CONDITIONS PRIOR TO CONSTRUCTION. REVIEW SELECTED MECHANICAL SYSTEMS WITH OWNER PRIOR TO CONSTRUCTION. RECOMMENDED LOCATIONS ARE AS FOLLOWS: THE WATER HEATER MAY TYPICALLY BE PLACED IN THE CRAWL SPACE OR IN THE GARAGE. P.V-A.C. UNIT(S) MAY TYPICALLY BE PLACED IN THE CRAWL SPACE FOR FIRST FLOOR AND IN THE ATTIC FOR THE SECOND FLOOR H.V.A.C. EQUIPMENT IN ATTIC SPACE SHALL BE ACCESSIBLE BY AN OPENING AS LARGE AS THE LARGEST PIECE OF EQUIPMENT AND IN NO CASE LESS THAN 2211X3611. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. INSULATE AROUND ALL BATHS AND UTILITY ROOM. TYPICAL WALL, 2X4'5 6 Iro" O.C., UNLESS OTHERWISE DIMENSIONED ELECTRICAL LEGEND DOOR SCHEDULE 5-T-M50L 0 iMARK SIZE DE5CRIFTION allAN, 1 3'-0" X 6'-5" X 1 3/411 EXT. HWD, (2) 10" SID'LTS. I 2 2'-8" X 6'-8" X 1 3/411 EXT. HARDWOOD / I HR FIRE RATED 1 3 81-011 X -11-011 GARAGE DOOR 2 4 2'-4" X ro'-all X 13/61, INTERIOR BI -FOLD I 5 4'-0" X 61-51, X 13/81' INTERIOR 51 -FOLD I 51-311 x 61-811 21-61, X rol-all x 1 3/811 INTERIOR HARDWOOD 2 2 VELUX SKYLIGHT VS -104 * * 21-011 x 61-81, X 1 3/131, INTERIOR HARDWOOD 2 WALL BRACKET MOUNTED LIGHT FIXTURE 6'-011 X 6'-8" X 1 3/411 EXT. HWD. SLIDING GLASS, FRENCH 2 S 2'-0" X ro'-all X 1 3/611 INTERIOR HARDWOOD ro 10 31-01, x 61-8ll X 1 3/811 INTERIOR BI -FOLD 4 11 2'-4" X ig>'-all X 1 3/81, INTERIOR HARDWOOD I 12 2'-0" X 6'-811 X 1 3/411 EXTERIOR HARDWOOD 1 13 F'R. zl-roll X 911-61, X 1 3/6" INTERIOR HARDWOOD I 14 2'-8" X ro'-all X 1 3/411 EXT. HWD, FRENCH, FIXED 2 CEILING MOUNTED FAN, LIGHT, AND HEATER ca 1 00 1 1 — ELECTRICAL LEGEND WINDOW -SCHEDULE SYM50L ❑ DESCRIPTION ALL WINDOWS ARE INSULATED AND WEATHERSTRIPPIED. DUPLEX OUTLET (GROUNDED TYPE) MARKI SIZE allAN, DESCRIPTION A 21-811 x 61-211 10 D.H. 5 (2) 1'-11" x 2'-IIll 1 CASEMENT G 51-411 x 41-611 1 FIXED D 41-411 x 9,1-211 1 FIXED E 1 6'-0" DIA. I FIXED CIRCLE HEAD F 21-611 x 51-211 11 D.H. G 51-311 x 61-811 PALLADIAN SPECIAL DESIGN H I'-9 1/211 x 3'-3" 2 VELUX SKYLIGHT VS -104 * * CEILING MOUNTED LIGHT FIXTURE (6 ELECTRICAL LEGEND SYMBOL DESCRIPTION ALL WINDOWS ARE INSULATED AND WEATHERSTRIPPIED. DUPLEX OUTLET (GROUNDED TYPE) FIRST FLOOR WEATHER PROOF DUPLEX OUTLET sq. ft. VERIFY LOCAL CODE EGRESS WINDOW REQUIREMENTS PRIOR TO CONSTRUCTION. SECOND FLOOR TOTAL LIVING WALL SWITCH CONTROLLED DUPLEX OUTLET sq. ft. sq. ft. ABOVE COUNTER LOCATION 0) FLUSH FLOOR WALL SWITCH CONTROLLED cq DUPLEX OUTLET. OWNER VERIFY LOCATION GARAGE 4 STORAGE— 220 VOLT OUTLET OR CONNECTION (Z TELEVISION ANTENNA / CABLE OUTLET > TELEPHONE OUTLET LOCATION 9 DOOR CHIME LOCATION Q 120 VOLT JUNCTION BOX SINGLE POLE WALL SWITCH $3 3 -WAY WALL SWITCH CEILING MOUNTED LIGHT FIXTURE (6 WALL BRACKET MOUNTED LIGHT FIXTURE E SUSPENDED CEILING MOUNTED LIGHT FIXTURE Aa RECESSED DIRECTIONAL CEILING LIGHT FIXTURE 0 RECESSED CEILING LIGHT FIXTURE []w RECESSED LIGHT FOR WET AREA . ONE TUBE UNDER COUNTER FLUORESCENT LIGHT J EXTERIOR CAST ALUMINUM FLOOD LIGHTS CEILING MOUNTED FAN - PADDLE E) CEILING MOUNTED FAN - EXHAUST CEILING MOUNTED FAN AND HEATER Z PORCELAIN LAMPWOLDER DOOR BELL BUTTON El sD SMOKE DETECTOR 0. CEILING MOUNTED FAN, LIGHT, AND HEATER -JU)F--Omw0 w Z w U z CL >O :5 M D > zoov)ZFX� -- Ll'i LAJ Lu La v) L'J Ld w L� LAI cx W LLJ z (L Ld L) Z V) z 0 z V) L) w :t W o Id in C. -i L) uj LLJO-im-jom 0 < a 4< z W m 7: - U. cfV) � LJ LLI CL in x 0 c 6 in , _wj -JciL) 0 t;L�zza- < < < m I co ALL WINDOWS ARE INSULATED AND WEATHERSTRIPPIED. FIRST FLOOR 150ro sq. ft. VERIFY LOCAL CODE EGRESS WINDOW REQUIREMENTS PRIOR TO CONSTRUCTION. SECOND FLOOR TOTAL LIVING E7113 2019 sq. ft. sq. ft. VERIFY WINDOW MODEL NUMBERS AND SIZES WITH MANUFACTURER BEFORE 0) F- cq -STARTING CONSTRUCTION. GARAGE 4 STORAGE— rollro sq. ft. LLI LLI BONUS ROOM ft. SEE BUILDING ELEVATIONS. V) VERIFY SKYLIGHT INSTALLATION REQUIREMENTS BEFORE CONSTRUCTION. IF CURB cj INSTALLATION 18 RECOMMENDED DUE TO CLIMATIC CONDITIONS, MODEL NUMBER DO NOT SCALE DRAWINGS. (6 E AND/OR ROUGH OPENING SIZE MAY VARY. UJ 0 0 COPYRIGHT @ 1/1/94 ALL RIGHTS RESERVED BY DONALD A. GARDNER, ARCHITECT, INC. -j 00 . NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN PERMISSION I co 1v -- 0 LL - 0 co -A OL Z z 0 0) F- cq C4 0(1%4 LLJ M LLI LLI -A LL 10 V) cj z (6 E UJ 0 0 -j 00 . (f) J to > Z • w w Go ca LLJ 00 tm C-4 c o V co co 3 co (D cc C-4 x 0 d 0: I Z q 0 LL - 0 T— -A OL Z z 0 F- cq (Y - 0(1%4 LLJ M LLI LLI -A LL 10 V) i 4" CONC. SLAB W/ (oXtoXW1.4 XWIA WWF -\ 6 MIL POLY. MOISTURE BARRIER 3/8" EXPANSION JOINT FILLER ' 2X4 BRACES m 32" O.C. 18 CIA. HURRICANE 1 -6 / ANCHORS a+ 16" O.C. NOTE, SEE SECTION 1-1 FOR ADDITIONAL EAVE AND (WALL SECTION NOTES v r TOP OF FASCIA m TOP OF PL - - GARAGE 1X4 WOOD TRIM \_SIMPSON COMPANY 18 GA. HURRICANE STRAPS * 16" O.G. 1/2" GYP. BOARD 2X4 BLOCKING AT MID -POINT 2X4 STUDS • 16" O.C. I" T < G RIGID INSULATION BONUS RM FL `(SUB) Y 1X0 BELT BOARD Z p g 0 W 0 Lj U < Q C a QLd cN w W N p U m WITH DRIP CAP W 0O U w WLd W M d Y ~ 0O o m ry U Q Z 3 O = LLj U a > ~ a Q � N LLA W a LAJ Q FIRST FL _ J Q y �j w U U d N O CSUB) X1/2"0 GALV. AB. • 32" O.C. d — 2X4 PLATE ul -L TOP OF ��--TREATED 2X8 PLATE MASONRY WALL BRICK AND BLOCK FOUNDATION WALL -- CONT. HORIZ. GALVANIZED JOINT REINFORCING 6 16" O.C. VERT. ��- FILL ALL CELLS BELOW GRADE WITH Z 2500 P.S.I. CONCRETE OF PL �_ _ I dJ SHUTTERS 0 1X4 CORNER BOARD, CTYPJ FRONT ELEVATION RIDGE VENT (TYP.) 2400 SHINGLES (TYP.) 12 12 /�. 121 112 /� -- 12 12 12 (-ROOF OVERHANG -j 12 11 FROM FACE OF STUD TO FACE OF TRIMMER- DORirIERS) CONCEALED FLASHING ROOF TO - WALL VENT son MEN INN ��!.:!.:!.!.. :.•..esu — p HANDRAIL POST VENT LATTICE (TYP.) - - - - - - - - - - - - - 4 " � FOR FOOTING SIZE AND REINF., 12 12 SEE GENERAL NOTES i 121 112 I 71 WALL SECTION 3/4" = 1'-0" I I SKYL IGHTSI I I I I --------------- I I I cq \12[ J ----J —I- 12 112 CRICKET I �� ENVIRONMENTAL HEALTH FEB ` 12004 7 COUNTY CENTER DRIVE CRICKET - POWER VENT N� N I APPROVED L-- 12 r ---J ButteC ung 12 N Iron me al ea 12 N 12 n /12 ae 12 I12[�12 I Imptwe I I I I I I I I -- I -- i --- L—--� --- I -- I -- I � I � I ' I I_ — — — — — — — — — — — — — — — — — — — — — — — J 1/4" = 1'-0" ■■■ion �,� ��■ son ■ Mw NMI MERU I'm ■� ���INN SMR !! TRJEATED WOOD STEPS TO GRADE HANDRAILOMITTED Z�RICK PIERS FOR CLARITY 7 Y_ 6>C6 WOOD IX8 HORIZ. WOOD SIDING COLUMN WITH 6" EXPOSURE 1X10 BELT BOARD WITH DRIP CAP 0 -SUB) "r st FIRS? F - (SUB) Q ROOF FLA 1/8" = 1'-0" SECOND FLOOR PLA 1/4" = 1'-0.. DO NOT SCALE DRAWINGS. COPYRIGHT © 1/1/94 ALL RIGHTS RESERVED BY DONALD A. GARDNER, ARCHITECT, INC. NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN PERMISSION Q U 0 Q Z Q F- fa N Q Z p g 0 W 0 Lj U < Q C a QLd cN w W N p U m Z m -1 �... O N Z O Q 6>C6 WOOD IX8 HORIZ. WOOD SIDING COLUMN WITH 6" EXPOSURE 1X10 BELT BOARD WITH DRIP CAP 0 -SUB) "r st FIRS? F - (SUB) Q ROOF FLA 1/8" = 1'-0" SECOND FLOOR PLA 1/4" = 1'-0.. DO NOT SCALE DRAWINGS. COPYRIGHT © 1/1/94 ALL RIGHTS RESERVED BY DONALD A. GARDNER, ARCHITECT, INC. NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN PERMISSION Q U 0 Q Z Q F- fa N Q Z p g 0 W 0 Lj U < Q C a QLd cN w W N p U m Z m -1 �... O N Z O Q W 0O U w WLd W M d Y ~ 0O o m ry U Q Z 3 O = LLj U a > ~ a Q � N LLA W a LAJ Q O_' O W Q U J Q y �j w U U d N O J a N Q a Z > Q = 3 D d M 0 CID O OLid 7- �r LL o z n O AV - z z� w U w N = ul -L d U Z N E LU C) O (� J to I-- > f� N c U Z w • .O L w °° ca W co rn N • c O .v _ Co � 00 U co cc N Q X O m O a: 0 fV O OLid �r LL o z n O AV - z z� w U w N = ul -L