Loading...
HomeMy WebLinkAbout018-440-110t Z -.: .y q;.r,..... .�-�►.—`c/c!^' „�': y** _"-w _ . _ -._ .�._.._ - �.wr^�.«„w-.�.�-mow•-.•.,-. �+-�-'.Wa _ r ._ — c '� - - . v� �Y_"��' a � �� v� 3 ' MARIA CRITES Coyote Way Chico c Q ° (Q —(.� Ile .- rPer'mit#2453-88B, tR: `Rammed�.Earth:,Works 61'�\ u J 1 --/.FY' P,E,M(new single`family):5 ` 0 Ir"A • F' !Y 7 1 }r rr� �m !:� COUNTY OF BUTTE -DEPARTMENT OF PUBLIC WORKS / P M�T NO* ��7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 4 !�7// APPLICATION AW PERMIT ASSESSOR PARCEL NUMBER —/ — g ZONING 52j BUILDING PERMIT OWN R nn G°- w l:)✓ 1 TELEPHONE 3 VT SO. FT. OCC. BUILDING VALUATION C'0evfi 7 b o OWNER'SDMAILII. i�DDRE `Q I./�a �) t^ l GGi / �� -Z 5NTRACTOR'S/._LINA `vb . .�.M c f= a•-¢-1. Igor ks TELEPHONE 923-30&B CONTRACTOR'S MAILING ADDR/�SS Lt ;e( o` 5 Vi t, G- $ o�V / F/r4plaVe CONSTRUCTION LENDER IV I UNKN WN T a Val tion .$ l �7 a FI king F $ 10.00 LENDER'S MAILING ADDRESS Permi Mye. $ .per AR ITECT OR EN (NEER aro LICENSE NO. Fee ' Pan eck n f77 >A, -� L $ - Checking .Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS a07< A 9'U $ BUILDING ADDRESS _ rml a .$ �t7 PLUMBING PERMIT Filing Fee 10.00 WCL Each Trap 2.00 C(A e O Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAMEPARCEL. MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I IN 10.00 ea TYPE OF WORK New ❑ Addition RemodelUtilities ❑ Installation❑ Other ❑ Describe work: n " - N Gl 0 % .✓ D D u ere .Q Dr9c-� Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 uN /✓ 1�� N J �C -e_100 !� Main service 100V OR LESS AMP OR LESS 10.00 Main service EA. ADD'L loo AMP 2.50 CONTRACTORS LIC SE LAW I declare under penalty of perjury (check one): ❑ 1 am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is In full force and effect. License No. ?) 6 -el Classification `Ex. ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code . for this reason NEW CONST. DWELLING OCCUP.8i C.LDGS. 21 New DCONSTR� AUC BI.OUTLET /22sgft NON .RESID .BRA CH CIRC ITS 2.50 ea POWER APPARATUS e (SINGLE OUTLET CIR. Ex. OCCUp(OUTLETS OR FIXTURES eAL090 FIXED APLNS. Occup. OUTLETS P(RESID )R E-A.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare undep penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement,should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation permit Fee i Contractor I certify that 1 have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State..Law§ relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X � Date Signature of Applicant - Owner❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep an dd emolition or. construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ S 3 occu P. CONST.TYPE 1SC.00L1 FLOOD PARCEL PD ND 39UE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date 7 Receipt No. ? 0 `4 5 WHITE-O.P.W.. YELLOW-ASSE330K, PINK -INSPECTOR. GOLDENROD -APPLICANT 11-10-79 ContR : Rammed' Eart t Works '� z Permit#1371-89B(enclose covered porch) SF COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA 95965 Rammed Earth -Works' Blue Mountain Rd Wilseyville, Ca 95257 Dear Mr. Anderson: With reference to the above subject: PHONE: 916-538-7541 DATE 1/25/90 RE: Permit application #1371-89 for en- closing covered porch) A.P. # 11-10-79 Attached is: Application for permit Mobilehome Utilities Installation Sheet Building Plans Mobilehome Installation Information Sheet Engr. Calcs Typical Plan Sheet, Owner -Builder Verification Form List of Codes Enforced faXL We need the following information: Permit application signed and completed where indicated with all copies returned. Fees of $ payable to Butte County Treasurer. Certificate of Workmen's Compensation Insurance or check exemption statement. Contractor'.s License Law information or check exemption statement. XXX Complete plans in d„pl;rarP including plot plans. Plot plans in Structural details in Complete plans and calcs in by registered engineer Energy design including Street and. -drainage improvement plan approval from Land Development Section (DPW). sets of plans in accordance with the changes marked in red. Sanitation approval from Butte County Health Department at: 196 Memorial Way, Chico 7 County Center Dr., Oroville Skyway & Elliott Rd., Paradise Planning approval from Butte County Planning Department, 7 County Center Drive, Oroville, for Completed Owner -Builder Verification form. Recorded copy of deed showing Recorded copy of agricultural acknowledgement statement. or architect. X 0THER Please submit the above item so that we can issue the permit. Me app kation expires 5 4 90 and cannot be issued after that date. Should you have any questions concerning the above, please contact of this office. Yours very truly, JFG/aj cc: Maria Crites , 560 Coyote Way,Chico, 95928 Bob Keith William Cheff Director of. Public Works /,J.F. Glander ,% Chief Building Inspector COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, GALIFOR14A 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET Permit No. OWNER arm A. P. No. Proposed Building Use.5//--- 6)a-eleY Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . .................................... 2 -Plot plans in duplicate/trip.licate, signed by preparer of plans........ �3. Complete plans'n�I upd 1 te�Gtriplicate, signed by preparer of plans . . 4. Complete engineere pans and calcs, with wet signature on plans . . 5. Energy Design Compliance and supporting documentation ......... 6. Statement of Intent for Non -Heated and AC Buildings .............. 7. Engineered truss details and layout in duplicate (required prior to plan check) 8. Mobilehome installation data including manufacturer's installation instructions....................................................... 9. Fees of $ .......................... 10. Chico Urban Area fees paid ........................................ 11. Park fees paid ..................................................... 12. School District fees paid ................. 13. Sanitation approval from Health Department ... 14. City of Chico plumbing -permit ...................................... 15. Plot plan ,and business license approval from City of (see City for other requirements) 16. Planning approval for (A) Use: (B) Parking: ......... 17. Improvements may be required. 18. Driveway permit (construction approval required prior to occupancy) ... 19. Pre -Ins ection for re uired , .. , Pre-Insperequest to p q • •Building Inspector (Date) 20. Contractor's license information (No., Name Style, Classification) ....... 21. Certificate of Workmans Compensation Insurance .................... 22. Owner -Builder Verification (Given to owner o, Mail to owner 0) ........ 23. Recorded copy of Agricultvural Acknowledgment Statement ............ 24. Letter of signature authorization ..................................... 25. i 26. When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver w/inspector. Other. (2 1n 1 c,c`7 GIS 7 -% Applicant Com° 44—t'V1(2—Date "A -Z I Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted pri to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phone---nail—counter by date Contractor, designer, owner, was advised of above required data,by—phone —ma ll—counter by date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy—DPW PERMIT No. 2453-88B,P,E,M PERMIT EXPIRES OWNER P4 CRITES I Rammed Earth Works CONTR. 11-10-79 ASSESSOR PARCEL rR-->,., gf4pek�,t�-,�-j-+ -j.?Ac , 'LOCATION Coyote Way, Chico (yne.Q k ce-• 1'° �, / ,S�.o•c,�.. ,�� `�'��, jl ''' Ee, t ' z, .Temp. Power Pole Called PG&E y` Temp. Elec. Service it t' Called PG&E Temp. Gas Service 1cL Called PG&E JOB FINALED (Date) Signature' = QK 0 = Not OK •i: :: -' MOBILE HOMES r MISCELLANEOUS Not Ready- Date MOBILE HOME UTILITIES (Plans) OK except #'s Date DECKS, COVERS,CARPORTS,GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -.Easements 2. Soils;' Special MH Support -Sketch 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Sewer; Location -Test -Fall -C/O -Concrete t 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Connec.- Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 6. Gas; Location -Test -Wrap: / /"L"ft. 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors / /"Nat. or/ /"L"ft./ /"LPG 7. Utility Clearance 1 7. Elea 8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses 9: Siding; Nailing -Veneer -Stucco -Mesh Card -61 Date Card -131 Date 10. Roof; Shthg-Roofing Card -81 Date Card -61 Date • r 11. Ext.; Steps -Doors -Landings Date MOBILEHOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Card -B1 Date Card -131 Date 2. Footings; Size -Spacing -Marriage Line Card -131 Date Card -131 Date 3. Gas; MH Test -Demand -Valve -Connector , 4. Electricity; MH Test -Crossovers -Breakers -Clearances Date POOLS (Plans) OK except #'s - 5. Drain; MH Test -Fall -Flex Connector i 1. Setbacks -Easements 6. Water; MH Test -Regulator -Connector 2. Soils; Compaction -Structure Stability 7. Water and Sewer Connected -C/O to Grade -HD Approval 3. Pool Structure; Steel -Connections -Thickness - 8. Gas and Electricity Tagged Dead Men -Lining 9. Exits; Insp.-Sketch 4. Elec.; Receptacles and Lighting, Distances-GFI 10. Cert. of Occupancy 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. Card -B1 Date Card -B1 Date Boxes-Enclosures-Panel boards- Ins. to Main in Conduit Card -131 Date Card -131 Date 9. Health Department Approval w ( 10. Plumb.; Cir. Test -Water Supply Test Card -61 Date Card -131 Date i Card -131 Date Card -131 Date I = OK 0' NOX O'k = Not Applicable Not Ready Date UNDERFLOOR RESIDENTIAL (Single and Duplex) OK except #'s wLonmg-SemacKs;-tase sy o-siope t tg., Main; Soils -Ste - d.-/'Z.r' Ftg. De ra e' -Steel-/ /" Ftg. Depth 4. K, Porches & Decks; Soils -Steel-/ /"Ftg. Del Stemwalls, Main; Steel- Blockouts-Wrapped 6-94easwaus­Gafaae: Steel-Blockouts-Wraooed ers-Fifea4aee Ftg.-Steel . D.W.V.; Fall -Fittings -Test -2 way C/O -Sewer Test 10. Gas Pipe; Size -Anchors 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric; Underground 13. Plenums & Ducts; Clearance- Material -Sup prt-Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Insulation Card -B1 SK Date Card -131 Date Card -81 S Date Card -B1 Date Date PLUMBING (Permit) OK except #'s 16. Wat r Ht. Vent -Access -Combustion Air -Baffle 1 meter Pipe; Test & Anchors -Nail Protection 1 .W.V.; Test-Fttngs & Anchors -Nail Protection 19. Shower Pan; Test, First Flo Tub Access 20. Te Tub &Shower, 2nd Foo - b Access 2 as Pipe; Size & Ancho Card -131 Date Card -B1 Date Card -131 Date Card -131 Date Date ELE TRICAL (Permit) OK except #'s 2 . Fixture & Transformer Clearance -Ins. Ptotection 2 lec. Receptacles Spacing -Lights & Switches at Doors 24/tize Boxes & No. of Conductors -Stapled 25,4omex Installed Close to ge of Studs C.J. 26. uip. Ground made up vkAech. Fast ers-B d Gas &tWer Appliance Circuts in Kitchen & Conductor Size/G.F.I. -_'9__Qub4eed Wire Size / / ga. Cu or AI-A.C. Wire Size / /ga. Cu or Al •29-R3nge Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. suiated Neutral Yes No 3 . Service -Riser Conductors & Ground -Main Disconnect 3 . Equip. Clearances Panels-Motors-Mech. Equip. .-32 s Closet Light -Shower Light -Spa Light 3 moke Detector iarr4 ^efrfv rP- Card-B1 Date Card -B1 Date Card -131 Date Card -131 Date Date MEC NICAL (Permit) OK except #'s C. Ducts Insulation & Support ent Fan; Exhaust above insulation 3 . ondensate Drain & Overflow; Size & Grade ve�ace-Vent; Access -Comb. Air -Return Air Vent -115 outlet Attic Access & Platform if Furnace in Attic Card -B1 Date Card -131 Date Card -131 Date Card -B1 Date Date FR ING (Plans) OK except #'s }Sills, Proper Material & Anchors 46/,Walls Studs -Nailing, Spacing & Bracing—Plates-Sound 4 • Be ing Walls over Girders & Floor Nailing rot Stop in Walls (rat proof) 4 jWStops; Furred Ceilings -Stairs -Chases -Tub 447Header & Beam -Size & Beari.ng Date - 4 • nnectors . Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfng. —'fireplace Ties or Type A Flue -Fireplace Throat Clearance 4 .Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 41VBsVrn. Windows or Exiting Doors -Sill Hgt. & Dimensions *O'Garage Fire Protection Framing ADegy Line Firewall & Openings 5 . xt.Doors-One T -Check Gar -3rd story, 2 exits 5 tair ; Width -Headroom -Rise -Run -Landing -Fire Protection 5 y -wood on Roof Overhang -Attic Vents -Rafter Outriggers 55. Siding -Nailing -Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 5 a ing Area -Glass Protection -Skylights -Plastic 5 hea alts; Nailing,,B Its '9 ulatinn-Walls-ldg. 60. Infiltration -Wal Is-Wndws Card -61 rp Date 'A- and -B1 713 Date e— . Card-B1 /y) Date S- 30-?jCard-131 Date Date FtNAL (Plans) OK except #'s 1. it. Steps -Door & Sidelight Protection -Landings Smoke Detector 63-Famaee; \Cents -Clearance -Comb. Air -Connector - )n Garage; Above Floor-Ducts-Mech. Protection PcB droom Exiting .I. & Bath Fixtures & Tub Access -Spa Elec. Trim & Subpanel; Breaker Sizes -Labels Stairs & e or ov , Clearances -Hearth Elec. Outlets at Wood Panel; Int. & Ext. AVR.it. Fixt. & Appliance; Grnd. -Air Gap -Cooking Clearance - Outlets & Receptacles at Kit. Counter AZ'G,arage Fire Door; Swing -Landing -Closer A.C. Duct in Garage -Damper Wtr. Htr.; Vents -Clearance -Comb. Air -Connector In Garage; Above Floor-Mech. Protection Plb., Elec. & Mech. Equip. Listed for Location wjilec. Receptacles in Garage; (G.F.I.)-Romex Protec. Insulation -Foam -Looked in Attic ❑ Yes . Guard Rails & Deck Construction -Post Caps Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes Following instld.; Drive ❑ Yes o; Walks es t] No; Planters ❑ Yes "o n -Finish . A.C. Unit; Disconnect, Electrical, Plumbing 83 -'Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Openings. @d. Water Well; Disconnect, Electrical, Plumbing W. Exterior Elec. Trim; G.F.I. Receptacle -Underground l/entilation throughout House . Mass Protection 88'Corrections from Previous Inpections as Test -Meters Tagged; Gas -Electric Water & Sewer Connected -C/O to Grade -HD Approval 9 . Energy Compliance Certificate -Other Certificates 92- Roofing C rtif' ate Card -131 'S9 Date Card -B1 Date Card -131 Dat j 3 Card -61 Date Card -131 Date Card -B1 Date Comments at Final: (NOTE: An entry must be made each time you visit job site) LOCA'l' ROOF t'fatr.rinl _ __ Tltickncss(inchen) G y C E. It '.l' 1. ICA'1'IU ur St:itil''17.UW UI? 1NSIRATloll rX'1'rR1011 WALL Haterin.l. _ Fibc rq l.asss Tit ickness(inches) % CrILING Dat:t or D.lntiket Type liber lass Thicknens(inches)�1, — Loo.ge F.(.1.1 Type—Fiberglass Illnlul!Iln TII.LcknesQ(Iuches)` Aren covered(ft. ) )JAMK , F" M-WATEI) Hntcr..1a t _– l.'.i b(-�1.q:1 ass 1'hick-tc�s(i.nches) — FLUOR, S',All Ill terla1. 0.11C I Ins) Width (l. t ►c h � s )_..._.. _-------------- --- FOUNbAT.I.oiJ WALL 1'hiclvte:ltt(1.nclle^)_– /1 ( Ilrrob" c -t I - cl DrnnNatne_ Thertnnl (tenl.atnnce (R Vnlue) llrnud Name Cer- tai.rt'1'eed ' Thermal Retlistnnce(R Vnlue) ZV llrnnd Nnme CertaitlTeed _ Tltertnnl Resistnttce(R Vnlue) Brand Name Cerlait)'1'eed Number of )lrtl;n Wt. per ling 25 1b. Thertnnl Itesintunce(R Vnlue)._ Brand rinme Cert.a:i.rt'l'eed 'Thermal Resietnncc(it Value) Dr:uu1 Nnnle _ '1'hc�rtnnt Rcsl.slnnce(It VnLlle)`– r 131-1111dMrllnc __ ' 'J:Ilcrnl:tl It�al.ntnncc(It Vnlnej _ c t ...ly Cleat I:he nl?uvc! l.0^leen ta.7tn Ill Coll fornla►Ice with the. St:tl:e of (:n1ifornin Ilawlc.i iii .I:tt^u.l.ai::i-ort r•altta rinttr•:/(141rJ1?It ' �'_� - 5 tdA.l'UI !; itl 1 LLA JT) AVPL.1.CA'.t'UR tl wan insL':tiled l.tl tale nbove btti.ldinR rtterny Requtrenlente. 379407,.,;,,,a STATECU��t;'1'OR'S 1.ICL:NS1; ilU. DATE: 1. llcr.ehy ce, ttry t_Ite al,clve i.nrlulcltiorl nn!) nll regltl.red items nn nhn n owothe Iluildin>; 1)el,nCtnl�nC nhproved Delon mid ntt•ncinnentn leave been inntniled ns rcquir.ed 'by elle State oL (;a1J:Lornin I:net:l;y Re( ul.remcntn. All jfjCpmjtlt, clevi.cca rtnc.l nett eri-nts ave of the quality prencribed or nre specific:.tlly npprovc<I by the State of Crtll.foruin. Flial NAI'Ii;/OIJNI (t (t' ert3e 1p–r–int) S'TA'TE CUN.CRACTOR'S LICENSE.' IIU. Ul Nlslt (;lJifl'ItA(, E'Olt iJt' MAt- --- �—__ DATE, ')'ills Cl;lt'1'tP1.CA'I'I: tII1S7' ISI,: UN FLI,i: W)_'_l'll 'late: DULI,UING I4E'Alt'l'PU?N'1' 1'R1UIt Tp;F,lllrlG 111Sl'(XTION APPROVAL AND A COPY SIIALL' Ill's POSTED WITHIN THE BUILDING . Jam u:y 1984 s COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE 5S - ER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. — U/7 - / Inspector Date /�^/� COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751, 7 County Center Drive, Orovi Ile _ Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE Cr ,tts ay 3- k8 OWNER PERMIT NO. A routine inspection indicates that the following violations of -County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this ja�ttr, or need additional explanation; please contact this office immediately. Ck—J,�f G toms '--0gA1 Inspector—Date--5'- / 3o- U-1 w4Jcr (,.eci� er- v�� o r Sf z e near y�rn ,`dip ln,Gti J P 41 -e aleroSS Inspector—Date--5'- / 3o- COUNTY OF BUTTE r DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE 29 s -3 - OWNER PERMIT NO. A routine Inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work Is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office Immediately. J. �S 21CT"/nN: (1 was �-A�' -eC4fUS� -E—, -,La // yur f'o O -V Inspector Date I s 0- �. ram -re£ :9n�r� -� ooiri:� .yuVY isilomeki ?8i ixd`i-c°f;4� ;encli1r — 9iiivolc) ,9Yilcl 191nSO ytnuoo N:OUaS78 :9nort9—saibsls9 ,bsoS ttoiii3 ZAC 1:11 TO 14 W.1 sonsriibiO ytnuoO to.enoitsioiv_gniwotiot grit tst?t aets3ibni no t39gani sr3:fuol A 93ilto 2irif yliten sassiq .bsiosa.00 ed biuoee has aessbbs 91ooc 9011 is faits eirit of pniriiCf'19q noit89up Vns eml uov ii .b9l9;gmoo 2: Jilovxr to noita9iloD n9dw .084'fibormi 93ijto a vt 1361no3 92s9iq ,no!:rnslgx9 :*srioiiibb9 b9En {o ,19/tent lo;3sg2ni COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751- 7 County Center Drive, Orovi Ile —Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE- -24 537 OWNER PERMIT NO. A routine inspection Indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. 1 -"x Inspector /hr Date "i '•a ` r Inspector Date v COUNTY OF BUTTE t DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-27511- 7 County Center Drive, Oroville — Phone: 538-7541 ' 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE' ri ;a. OWNER PERMIT NO. ti A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected., Please notify this office < `ars. when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. D ✓✓✓ YYY �w -:!� } . L hji IV VI- ,l;'& "i '•a ` r Inspector Date v COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS P RMIT NO. • 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 VS -3, 3 r/ APPLICATION AND PERMIT A sso� Sy-L/Q E- -7 < ZONING I BUILDING PE IT OWNER r Ai ani . TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS CONT TOR'S NAME tj �4 W TELEPHONE a 3 �3o or T 0 CONTRACTOR' MAILING A�PCR SS'74 -�VV tL VL(iL`/ dAc- Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ D Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ e'O ARCITECT OR ENGNEER CW&t'//A LICENSE NO ✓ Plan Checking Fee2, $ -/ Energy Plan Checking Fee $ ARCHITE T OR E�INEER'S MAILING ADDRESS 9;;;�`/'tf. Penalty $ BUILDING ADD s I - Permit fee $ PLUMBING PERMIT Filing Fee 10.00 D �� Q Each Trap 2.00 ��11 C /C a Solar or heat pump water heater 20,00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 erD Building sewer 5.00 ,per Mobile Home S G W O.00ea TYPE OF WORK New Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work:�� - Permit Fee i Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 d� Main service EA. ADD'L 100 AMP 2.50 ONTRACTORS LICENSE LAW I declar under pea y of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business nd Professions Co cj� and,my license is in full force and effect. `� License No. Classification 11I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. / DWELLING OCCUP. y\ OR ADDNS. l ACC. BLDGS. / ,�2¢Sgft 3 NEW CONSTR. MULTI- _T NON.RESID BRA CH CIRC ITS 2.50 ea POWER APPARATUS e SINGLE OUTLET cIR. Ex. OCCup OUTLETS OR FIXTURES 9 60000 FIXED \ Ex. Occup. OUTLETS P(RESID )REA.? 2.00 'Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ (.19,39 Contractor RKMEN'S COMPENSATION INSURANCE I declare and enalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement,should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shal I be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 .g -a Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. ��� ��� w O%A X Date Signature of Applicant — Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0"a p,an demolition or construct- ion of structures over 3 stories in height. 11 Mobile Home Installation Fee $ Energy Inspection Fee $;?/0-0 o TOTAL PERMIT FEE (�9 occup.1 CONST.TYPE tsa SCNOO FLOOD C PD ND 39U �; This permit is hereby Issued under sions of the Butte County Code and/or work indicated above for which DIRECTO"F PUBLIC By PERM EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date AD � t�'�� Receipt No. " �- 6- WHITE-D.P.W., YELLOW-A36C590R. PINK -INSPECTOR, P A T =�v I ; COUNTY OF BUTTE - DEPAR�TMEIT `Off'PUBLIC WORKS - BUILDING DIVISION �• ,"Ing 7 COUNTY CENTER DANE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 I PERMIT APPLICATION DATA SHEET _- f / Permit No. OWNER V^A Ct r I �1�/ T� A. P. No. 011-10--27 Proposed Building Use •ems Building Inspector - Date ,oC�- At time of permit application, I was advised the following data must be submitted prior to permit processing and:/or issuance: DATE RECEIVED __APPROVED 1. All items -.have been submitted. . . . . . . . . . . . 2. Plot plans in duplicate. /triplicate, signed by preparer of plans. . 3. Complete plans in duplicate./triplicate, signed by preparer of plans. 4. Complete engineered plans and calcs, with wet signature on plans. `5. Pla s with Energy Design Compliance Statement. . . . . . �4 D School District "Fees Paid" Stamp on Floor Plan. 7. Statement of Intent for Non -Heated and AC Buildings. 8. Fees of $ • . , , , • , • �,,9. Letter of signature authorization., . . . . . . . . 10. Sanitation approval from C C Health Dept. 1 Planning approval for (A) Use: (B) Parking: �2. Certificate of Workmen's Compensation Insurance. . . . . . 9 QA-V3_.__Contractor's License Information (no., name style, classif.) 14. Owner -Builder Verification (Given to owner0, Mail to owner[:]) ., _15. Improvements may be required. . . . . . . . . . . . 16. Mobilehome Installation Data. . . . . . . . . . Pre-Inspec. request to (De Pre -Inspection for Required, Building Inspect :C �. Recorded copy of Agricultural Acknowledgme t Statement. Driveway Permit. Q,�t�I�i'l �/yC. Plot plan approval from.city of 1 . Engineered trusses'in duplicate (required prior to plan check).' Ng 22. When you issue the ermit, proces as follows: Mail to owner. Mail to contractor. �Tel'ephone �'" and hold for pickup at��dffice, - —Del iver w/inspector. Other Applicant_Da-te Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: rac designer, owner, was advised of above required data by phone__nail—counter by"date —0%W7-j0r ontractor, designer, owner, was advised of above required data by—phone—mall _c me by date Plans checked by 3 NWA Date '* Plans approved by Date 70-17-W Sets of plans on hold in Y z 16 o Copv—DPW �!File cabinet AP folder TO Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance ll —r o - 71 Owner t Locatio AP# Plan Approved for: Sewage Disposal �i� Water Supply Hold final for: Water Supply Final clearance O.R. for: Water Supply Clearance for _3 bedroom a home. Other. NOTE.*** Sanitarian Daae Z,� � Njti �Y na V% LA► L. ROPER Alm ASSOCIATES, 1805 Tribute Road, Suite 'qA,. . Sacramento, California 95515 (,916) 929-9267-1 L E T T E R Q F T R A N S M$ T T A L ....a.~® ATTIC:I�At��:✓ TO: RS: C2r r ' Y Cb We :are sending you: Sluel,ines Sets Sepias Photos � Xeroxscificatsons ___ By: First Class Mail Pick-up Delivered to above Express mail Greyhound Otbery ,a}� caries Date No. Deser$ tion C These are .transmitted: For your use As requested by For review and comment For approval` For submittal - Rem arks: Please call after reviewing material. Please call i� there are any questions. IF esiclosures are not as noted, kindly notify us at once_ Signed: E.- 8-c'; t4ED 9:44 If 9169290935 P.01 } .4' 9-1!511ii LAVER L. ROPER & ASSOCIATES, INC. GM7FCS *M CONS MANTS a ENGTNM9ZNG LAOMATCHES 10a! TRURM ROAD. WE A SACRAMENTO. CA 93816 PHONE 9W92"267 February 7, 1989 Ramed Earth Works, Inc. P. O. Box 641 Chico, CA 95926 Attention: Larry Anderson Subjects Footing Inspection Crites Residence, Ramed Earth House 560 Coyote Way Chico, California Our Job Number: DD -40 Gentlemen: Per your request observationswere made on February 6, 1969 of the exterior perimeter footing excavations of the subject residence. The purpose of the observations was to determine the nature of the backfill that had been placed .in areas of then_ ' footings where overexcavations had taken place. Approximately 60% of the footings had been overexcavated four to six inches to reach a cemented cobbly silty sand layer. The overexcavated portions had been backfilled with on-site cobble and gravel. Due to the high rock content, it was not possible to perform soil compaction tests. However, the rock appeared to have poi to point bearin contact underlying un isturbed sol an s ould not present a problem for co ng beaar ng on un is urb Q ? Our professional services were performed, our findings obtained, and our recommendations proposed in accordance with generally accepted engineering principles and practices. This warranty is in lieu of all other warranties either expressed or implied. Observation findings and statements of professional opinion do not constitute a guarantees or warranty, expressed or implied. LLR:11 Very truly yours, LAVER L. ROPER S ASSOCIATES Laver L. Raper, Presi ent 9169290935 r .16,15 or 111I.— f — LAVER L. ROPER & ASSOCIATES, INC. GE011Cr•WCONBu.iAM9 MG EEWSLASMATCRES 1805 TRtOWE ROAD. $L IE A SACRAMENTO. CA 9515 PHONE 910/92942a> February 7, 1989 Rained Earth Works, Inc. P. O. Box 641 Chico, CA 95926 Attention: Larry Anderson Subject: Footing Inspection Crites Residence, Ramed Earth House 560 Coyote Way Chico, California Our Job Number: DD -40 Gentlemen: Per your request observations were made on February 6, 1989 of the exterior perimeter footing' excavations of the subject residence. The purpose of the observations was to determine the nature of the backfill that had been placed in areas of the footings where overexcavations had taken place. Approximately 60% of the footings six inches to reach a cemented overexcavated portions had been and gravel. Due to the high rock perform soil compaction tests. have point to point bearing undisturbed soil and should not bearing on undisturbed soil. had been overexcavated four to cobbly silty sand layer. The backfilled with on-site cobble content, it was not possible to However, the rock appeared to contact with the underlying present a problem for footing Our professional services were performed, our findings obtained, and our recommendations proposed in accordance with generally accepted engineering principles and practices. This warranty is in lieu of all other warranties either expressed or implied. Observation findings and statements of professional opinion do not constitute a guarantee or warranty, expressed or implied. +f Eyq o 30•V� LLR:11 very truly yours, LAVER L. ROPER ra ASSOCIATES Laver L. Roper, Pmts ent EES:- 8-89 WED 'a ; 4r. 9169229G 935 P. 0_- Vp A P, 0 1 TCs; /(.it. (': t: `f �`.� J_'� !( Y�.. FROM OF Ack C. C, .r ,'f ,! DATE' FAX NO-. C {: ` }. (TIME: This is 1 of - sheets. Please notify as soon as possible if you do not receive. FAX 707 884 1,232 [ J Please hold for pick up. Please call i �;;': �l'�6't., at(�i.'fiil� � �_:i to notify receipt. Thank you. k �9pii ��reNwd'i! P\MMr✓v�Z-T[� I V.oO a N F,N If top COUNTY COUNTY iz" �IGOfL�hJG>: P�'uo N�-H�.'''-BUf'LD-f- Nq DEPARTMENTlNTo WE1 JPCP.Q vR E D � Tip rm l H. rf6l WM MFS FAK-T"N tall Ll� r F. i i /f � Eli!'• `t ��� !�` � I �,�`�1 Ir'� � , s-=• _ 0 2 BUTTE COUNTY SCHOOLS DEVELOPMENT FEE CERTIFICATION FORM (One Form per Building) A.P. Number//—/Q— 72 (? Building Department No. r School District—C-7/7 /r- C) '� City Q County ®- Jurisdiction Property Owner 6rld�" < Project Location/Address, IV Subdivision Residential Development: f # of Living MHI Units C ( Rt ( b 95s '-7 ? Lot Number Sq. Footage Addition (Group R) Commercial. /Industrial: Sq'. Footage New Addition (Including Exterior Roofed Areas) r Building De artment Representative Vate District Id No. School District certifies that (Applicant Name) (Phone Number) (Street A dress) c/4 9sy�F (City) (State) (Zip Code) Pias complied with the requirements of 'Resolution No. �T�by the payment of $ 5D representing /yq/ square feet. .- c,.C46 /School DistrictRe- ese ative ate PAID BY CHECK NO. REMARKS: BANK NO / / -c) L/ / Q 0 l PAID BY CASH white -applicant, yellow -building department, pink -school district SCHOOL . FEE (5/88) L Buildina Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner T: 79 Location AP # Plan Approved for: Sewaqe Disposal Water Supply Hold final for: Water Supply Final clearance O.K. for: Water Supply Clearance for bedroom mq&Aeke home. Other NOTE Sanitarian (Lb;fi- . --L- -11 Date �s R °�; O� _s/'� ����` Y��� V�� O �'y0 �N�O�a�O Return t.o DPW Section r. equ i.res prior to AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT 88-26487 FOR RESIDENTIAL DEVELOPMENT 26-8.1 of the Butte County Code this acknowledgement be recorded :issuance of a building permit. The property described herein is adjacent -88-026487 to land or included within an area zoned Rec Fee Cash .for agricultural purposes, and residents Recorded Official Records ; 1 of veniences this property may be subject to incon- or discomfort from the County of arising Butte use of agricultural chemicals, including, Candace J. Grubbs , but not limited to herbicides, pesticides, Recorder ; and fertilizers; and from the pursuit 10:29am 11 -Aug -88 •• BG 3 of agricultural operations including, but not limited to cultivation, plowing, sprayi.ng, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has establishedl- tural zones which have as a priority use for productive agricultural. purposes, and rresidc•nis within said zones and on adjacent property should be prepared to accept such -i.nconvr•n i c'rrce or disconform from normal, necessary farm operations.. All that real property situate in the County of Butte, State of California, described ;is follows: Sem afia, n -,-e4 Date: O '-1- O JF For ler�d dcscriptim. PROPERTY OWNERS: x711,Zh( State of: On this the �M�'�' day of 19 f0 , heforc mc•. SS. the undersigned Notary Public, pers 'Wally appeared County of ® ssssosss�ss■ssso®ass■ s MARY R. CARE®EER 1] personally known to me. Proved to me on the basis NOTARY PUBLIC -CALIFORNIA Butte County a of satisfactory evidence. s MV0omMWonExp=Nov.X19W eto be the person whose name ■■sNssassesssesassssssgsubscribed to the within instrument an acknowledged that _ t V� executed the same for the purposes therein contained. IN WT'MFN SS WHEREOF, I hereunto set my hand and official seal. Present A.P. No. 10Notary Public d � � t r, «. �\� � � �'��� ° �.,r. �: -. ..t ,� . =A 4 /q 8T-T28� EXHIBIT "A" All that certain real property situate in the unincorporated area of the County of Butte, State of California, described as follows: A portion of the Northwest quarter of Section 28, Township 22 North, Range 2 East, M.D.B.'&M., being also a portion of Parcel 1 as said Parcel is shown on that certain Parcel Map and Boundary Line Modification filed December 31, 1986 in Book 105 of Maps at pages 51 and 52, records of Butte County, California and being more particularly described as follows: Commencing at the North quarter corner of said Section 28 and running thence South 01003112" East along the North-South center- line of said Section 28, a distance of 646.80 feet; Thence South 76055147" West a distance of 707.96 feet; Thence South 01003112" East 382.21 feet to the centerline of that certain sikty (60) foot wide roadway.and public utility ease- ment described in Deed recorded March 11, 1964 in Book 1301 at page 130, Official Records of Butte County, California, which point is also the Northeast corner of that certain parcel described in Deed to Boekelheide, et al, recorded June 21, 1966 in Book 1432 at page 140, Official Records of Butte County, California; Thence South 72°_1.9'48" West along said road centerline a distance 556.82 feet to the True Point of Beginning for the herein described parcel said point being also the Northeast corner of said Parcel 1; Thence continuing South 72019148" West along said road center- line a distance of 66.03 feet to the beginning of a tangent 200.00 foot radius curve to the right; Thence along the arc of said curve to the right through a central angle of 28057'18", a distance of 101.07 feet to a point of reverse curvature and the beginning of a 200.00 foot radius curve to the left, the tangent to which bears North 78°42'54" West; Thence along the arc of said curve to the left through a central angle of 1500013911, a distance of 52.40 feet; Thence, leaving said road centerline, South 01003'12" East along the Westerly line of said Parcel l,.a distance of 539.12 feet to the Southwest corner of said Parcel 1; Thence South 85001'27" East a distance of 40.22 feet; Thence North 01003112" West a distance of 317.52 feet; Thence North 85046155" East a distance of 244.41 feet to the Easterly lineof said Parcel 1; Thence North 17140112" West along said Easterly line a distance of 240.59" to the point of beginning and 'containing 1.57 acres, more or less. 88-2681 4r[n� ' _} RESERVING THEREFROM the Northerly *thirty -(30) ofe t for Southerly and public utility purposes being also a portion in Book(1301feet pagesaid 130,sofficial)Recordswide of Butte County, easement recorded County in Bo California: ALSO RESERVING THEREFROM a pole line and overhead power line easement twenty five (25) feet in width and lying westerly and northerly of and contiguous to the followinq described line; Beginning at the Northeast corner of the herein above described parcel and running thence South 17040112" East along the Easterly line thereof a distance of 240.59 feet; Thence South 85046155" West along the Southerly line of the herein above described parcel a distance of 125.00 feet. TOGETHER WITH an easement 60 feet in width for roadway and public utility purposes for the benefit of and appurtenant to the property along with the right of use and maintenance of said purposes, more particularly described as follows; COMMENCING at the North quarter corner of Section 28, Township 22 North, Range 2 East, M.D.B.&M.: 46.80 feet along the center line Thence South 01003112" East, 6 of said Section 28; Thence South 76055147" West, 707.96 feet; Thence South 01003112" East, 350.90 feet to the True Point of Beginning for the easement herein described; Thence from said point of beginning, South 72019148" West, 631.64 feet to the beginning of a 170.00 foot radius curve to the right; Thence along the arc of said curve through a central angle of 28°57,18" an arc distance of 85.91 feet to the beginning of a 230.00 foot radius curve to the left, whose tangent at this point bears North 78042154" West; Thence along the arc of said curve through a central angle of 28°57118" an arc distance of 116.23 feet; Thence South 72019148" West, 381.8*3 feet; Thence South 11017120" East, 312.46 feet; Thence South 17°27120" East, 33.57 feet to a point on the North line of the Stilson Canyon Road; f said road, North 75°54,40" East, Thence along the North line o 60.10 feet; . Thence North 17027120" West, 33.41 feet; Thence North 11°17120" West, 237.74 feet to the beginning of a 20.00 foot radius curve to the right; Thence along the arc of said curve through a central angle of 83037108" an arc distance of 29.18 feet; Thence North 72019148" East, 310.28 feet to the beginning of a 170.00 foot radius curve to the right; Thence along the arc of said curve throuch a central angle of 28°57'18" an arc distance of 85.91 feet to the l:)eginninq of a 230.00 foot radius curve to the left, whose tangent at this point bears South 78°4.2' 54", East; Thence along the arc of said curve, thro::gh a central angle of 28057'18" an arc distance of 116.23 feet; Thence North 72019'48" East, 613.74 feet; Thence North O1003112 West, 62.61 feet to the point of END OF DOCUMENYND OF k _ ERT I P I CATE OF COMPLIANCE: RESIDENTIAL Page 1 Wal 1 R-19 Roof R-38 l .abEdge Project Ti t1.e... . . . . . . . Maria Cri TeT._. r1 1 Date - _- Project Address Window . . . . . . . (N) 43 CN ((0 ---------- --- Documentation Author . . . :ioi;n I_ d`iari Building Permit (S) Company ................ OLDHAM ENGINEERING ----------------- ---------------- (I,,!) ! . Iephone . . . . . . . . . . . . . . Telephone ! 9 1 6 . 346 ' i 2 K - Plan Check Date Compl iance Method...... 1"lICRO=°A'_3 by Ener_omp, Inc. ----------------- Field Check Date i Climate ------------------------------------------------------------------------------- 11 None None ------------------------------------------------------------------------------- I" iii_Ri�rY�_�•=i v3.01 File -ANDERSON Weather-I_T_11 Program -FORM CF-IRi , llser#-t"1 _i2. User -OLDHAM ENGINEERING ------------------------------------------------------------------------------- Run -compliance SENE1r-.AL INFORMATION Conditioned Floor Area ..... 1491 _:f Building Type .............. Single Family Detached Building Front Orientation. Front Facing II deg ?••.1) Number of Dwelling Units... I Number of Stories .......... Floor Construction Type.... Slab ;In Grade IOWTE T/ Infiltration control.......Standard 1 � BUILDING SHELL INSULATION ------------------------- Component In=•u i Type R -':'al ue Wal 1 R-1 i, I I Wal 1 R-19 Roof R-38 l .abEdge R-0 Door R-0 G! ay i ng Area Orientation Exterior .af? ------------------- 1:w a Window 1 1 Fr'_nt ':N ------ _- Window Front (N) 43 Window Lv_ft (E) 86 Window Back (S) 117 Window eight (I,,!) 71 Window Right (!,:!) 21 Skylight Hor _ None 1 Loc.at i on/Common t north, EAST, SOUTH, WEST, GARAGE t''.1ORTF, east, SOUTH, !.':!EST ROOF to outside FRONT DOOR, EAST, GREENHOUSE GLAZING # of Interior Exterior Framing; Pane'_. Shading ------------ --- Shading -------------- Overhang -------- Type -------- 2 lir.a.pe•_. None Ye'_. Wood drape= None None Wood drapes None .''•!one Wood drape=. None Ye•_. Wood drapes I I `'Y'_. 111 111 rape_. - drapes N 1ne None Wood 2 none None None Meta' Area. Thickness T y p e _. f :'1 r i n :: ------------ ------ --------- SlabOnGrade 792 3.!5 Ex ter i orVer t 166 THERMAL r!:;SS ------------ Hard Surfaced.,--" Exposed Location/Comments n -------------- ------------------------ Yes FIRST FLOOR Yes FIRST FLOOR =:E^TIFICATE OP i=i:MPL:=r'10E. RESIDENTIAL PaQe Pa -e 2 Project Ti tie.......... Maria. Cri te._ Da.te........ 01/04/80 0 i f 1I i_RI IPA_ _ v3.01 ii1e-h1NLIERSI IN We._{t7ier -i_TZ I 1 Program -FORM CF -IR � U er##-MP02 . User -OLDHAM ENGINEERING Run -compliance -------------------------------------------------------------------------------- ASSUMED HVAC SYSTEM'_7 umea Duct Cru:_t Assumed _ _tem EfficiencyLocation R -v l i ----------------------------------------------- Air ------ Air Conditioner 9.50 =:EER None R -ice nu ACTUAL HVAC SYSTEM'� Actual Output Manufacturer and Model ## Actual System Efficiency <Btuh) (or approved equal) - -------------- - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Cooling SEER 9.5 UULENNOX --------------------------------- Cool i ng I i i t W TER HEATING c''i':=TEMS --------------------- Tank.' Capacity Manufacturer and t'o r i Energy System Type (gal) (or approved equal) Credits ------------------------------------------------------------------- Storage, Ga•_. 40 J None N`rD,;Ot•dIC SPACE HEATING DiST,=:i"UTiiiN ----------------------------------- Description ---------------------------------- De=.rription ................ _C4110110010 ----- Space Heating Delivery ..... Radiant Total :_:Face Heating _iiitrillt. 28000 Stuh SPECIAL FEATURES/REMARKS ------------------------ ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- -. -r LL 1:1 ,i, -• --. -r LL CI j., 11_1 171 LL .3 _i I.LI I`I 1 LL ? 3 ZI -1 -1 -0 ,TI :i p -7 -n .T. q, ,T, T. !iI 41 —1 41 41 �L, CL iI -1 - CL 1i1 !iI r I l.1 I I 4)mi_if-r.' I (r•. (D i r•. T -I m I I I I I I I I ill ii! 1,J t, 1_i I I I I I 1 I 1. z I I I I I I I I f •:! i_l I I I 11 1 I I r'.1 I., rn I CA �n '•�i � Z� .-. T 1 I I I I I I co 171.1 7n ^ CLI I I I I I I �N � ••=• I I I I I I I • I ~ I 1 1 1 1 1 1 I I 1 1 1 1 1 1 Cr' .-r rr -i •--1 !71 lil --I -r .p -r '7 i [, --r Zr -n _r -• - fL. li1 -• !i. iG '- I 1 111 D Ml lit "fl I 1 111 =T r r 11 1 I t —• L '_I _.. ,-1 _.• til 1 �v ,r .t - • .T1 r-1 1T, 1-I 1-1 : 1-1 1-r ! i 1 !L rn -3 9' .T. }1 Irl f i l -• C .-r• -, .-i- -r .p -I p .t uI ,TI !l, -I -. ._. Cl t. Ly •-r IT. .t i[. rl jl. -T' lit LL co IT. Cl rr el, .L: 'I a i l IT, cr 7 r7 f l" IT. [I -1 !l, •--' rt Cl 1 :r rr -1 ¢I LL !Ii IT. - • 11-1 � q. �� -. ij1 Cl - liI IT. ZI !il 1i i 11. _ !il 'V !il CT •- .-I. 1 •- III 1.1.1 1T CI : ?• 1.1) !i. rLI cr 1J 71 ;.r IT, fp IT. ,..,. IT. : r .t Z:r [T !i- rT fp Co -• i "I fU L t L 1.L z1 D 'iI - -r -. .L:: CL IT, CL rl r1 !i.I <_ -M. - -- 111 -. -1 _'1- _. Cl -1 uIiI . !lI 111 L .1 ... . CEO "I. -7 CL. _.. ;;I -1, 111 —1 i[. C ,:l E. !l, i -I -•• •-•r• ,t !i, —1 1:1 D Q !1. _ 1:o- qI . r I-'1 IiI 111 Z.111 —1 !i, .I I 111 rn ITI cr ;t. _... 1.n TJ I I fl, L_ Ci Cl 111 I, i t !:U I -r -' - -' C n q. 1 .i, Cl. -1 CL C' .-. ..... ;[, ILI ._. -A, __. _..I -7 +. —1 IT. _.. -f. ,T. ;LI C � •_ !il I;i !iI -? _r q1 .- • L L P.) -1 .T. : t II. =1 1.1 1 !i1 j i D CL :? TI .1 _m --1 II II m II 1;1 II ;rl II •-. I I --I II I'D II II 1 1 II m !-1 I I -• I I --i rn 1- 1 I I •- • II l_i n. i i! II II ITI is i II II 1:-1 u II II I f._I II II `n -' -• II II I% r i • II II i I I I I 11=1 -4:1 -n II I I m - I- : -• IT. !il I II !iI II m ,TI o m II - II rn r-] ,T, -7 II II r II II rn ,TI II II 77 II II rrl IT. II II Irl R1 II II ;�i I II II -• rI II II 1;.; 1 r•1 II II ,--• iI II I:. II II I '1 II II i'I i •I II II 11 li I II II =1 II r7 II 71 '—• � U .t a ,,.I • I II n, II +r� !i• ..I.I II h -I i l II II 1. I ITI II 11 I II - ii •-- it it ,41 II c II II I-• II II ••.. II II -r: II `11 II •�, it -1) 1.- -1 Z i i! _... -r ILI I,LI I I IT- rr 11_1 I.1. LL I I I I I I I I I I I I m z I I I I I I f I I I I I I I I I I 0 :f1 I I I I I I I I I I 11 1 I 1 1 rn I I I I I I 1 frl I I I I I I I T•� I I I I I I I I I I m I I I I I_71t I I I I I r1 I �• I CL l I. I I I I I I I I I - �-'� iL l IT. I '•=• I I I I I I I I I I I I I I I I I IQ I ''-� I Cr' .-r rr -i •--1 !71 lil --I -r .p -r '7 i [, --r Zr -n _r -• - fL. li1 -• !i. iG '- I 1 111 D Ml lit "fl I 1 111 =T r r 11 1 I t —• L '_I _.. ,-1 _.• til 1 �v ,r .t - • .T1 r-1 1T, 1-I 1-1 : 1-1 1-r ! i 1 !L rn -3 9' .T. }1 Irl f i l -• C .-r• -, .-i- -r .p -I p .t uI ,TI !l, -I -. ._. Cl t. Ly •-r IT. .t i[. rl jl. -T' lit LL co IT. Cl rr el, .L: 'I a i l IT, cr 7 r7 f l" IT. [I -1 !l, •--' rt Cl 1 :r rr -1 ¢I LL !Ii IT. - • 11-1 � q. �� -. ij1 Cl - liI IT. ZI !il 1i i 11. _ !il 'V !il CT •- .-I. 1 •- III 1.1.1 1T CI : ?• 1.1) !i. rLI cr 1J 71 ;.r IT, fp IT. ,..,. IT. : r .t Z:r [T !i- rT fp Co -• i "I fU L t L 1.L z1 D 'iI - -r -. .L:: CL IT, CL rl r1 !i.I <_ -M. - -- 111 -. -1 _'1- _. Cl -1 uIiI . !lI 111 L .1 ... . CEO "I. -7 CL. _.. ;;I -1, 111 —1 i[. C ,:l E. !l, i -I -•• •-•r• ,t !i, —1 1:1 D Q !1. _ 1:o- qI . r I-'1 IiI 111 Z.111 —1 !i, .I I 111 rn ITI cr ;t. _... 1.n TJ I I fl, L_ Ci Cl 111 I, i t !:U I -r -' - -' C n q. 1 .i, Cl. -1 CL C' .-. ..... ;[, ILI ._. -A, __. _..I -7 +. —1 IT. _.. -f. ,T. ;LI C � •_ !il I;i !iI -? _r q1 .- • L L P.) -1 .T. : t II. =1 1.1 1 !i1 j i D CL :? TI .1 _m --1 II II m II 1;1 II ;rl II •-. I I --I II I'D II II 1 1 II m !-1 I I -• I I --i rn 1- 1 I I •- • II l_i n. i i! II II ITI is i II II 1:-1 u II II I f._I II II `n -' -• II II I% r i • II II i I I I I 11=1 -4:1 -n II I I m - I- : -• IT. !il I II !iI II m ,TI o m II - II rn r-] ,T, -7 II II r II II rn ,TI II II 77 II II rrl IT. II II Irl R1 II II ;�i I II II -• rI II II 1;.; 1 r•1 II II ,--• iI II I:. II II I '1 II II i'I i •I II II 11 li I II II =1 II r7 II 71 '—• � U .t a ,,.I • I II n, II +r� !i• ..I.I II h -I i l II II 1. I ITI II 11 I II - ii •-- it it ,41 II c II II I-• II II ••.. II II -r: II `11 II •�, it C,=MPUTER METHOD SUMMARY Paw Project Tit.le.......... Mar'l.a. Crites Date ........ 01•.:`04.:'80 Project Address Documentation Author ... TQrin Oldham Building Permit :7 1 Company ................ OLDHAM ENGIh EER11' G ---------------- Telephone . . . . . . . . . . . . . . ( 9 1 _) 846 022= i Plan Check Date _ompl iar_e Method...... hIiR_FrS_by Erercomp, Inc. 1 Field Check/ Date Climate Zone ........... 1' --------------------- ------------------------------------------------------------------------------- 1 MICROPAS3 v3.01 - 1--=dDER__1 Weather-CTZ: 1 Program -FORM C -2R ; U'=_•er#-MP02 - User -OLDHAM Eh'GINEERIh'•1; Run -compliance i ----------------------------------------------------=-------------------------- ---------------------------- ---------------------------- MI GROPA ENERGY USE =;1 ihlh,Ai:) = Energy GENERAL !1=.e Standard Proposed Compliance = _ (kBta:'_f-yr-,) Design Design Margin _ _ :pare Heating. . . . . . . . . . 32.24 0.00 2.24 _ _ Space t_ _i I 1 1 i r l g . . . . . . . . . . 1 8 � 5 .ter 16.56 •2 • 0 _ - = i:.l.a.ter. Heating .......... 13.68 0.00 _ 13.68 _ CvmbineJ Hydron i c . . . . . . 0.00 40.06 -40.06 _ Tota.l 4.51 =6.62 7.89 _ _ ----------------------------------------------------------------- ----------------------------------------------------------------- f4 Building complies GENERAL INFORP'ATI � N Conditioned Floor Area ..... 1491 f Building Type .............. Single Family Detached Building Front Orientation. Front Facing ff de:_ (N) Number _1f Dwelling Un i t'. . . . Number i.1 Building Stories. 2 Weather Data Type .......... Reduced`r'e.a.r Floor Construction Type . . . . Slab I n Grade Number of Building Zones ... 1 Conditioned Vit1ume......... 14680 ;_f Footprint Area ............. 792 s Slab -On -Grade Ar'ea......... 792 =f FA :t Glazing Percentage ......... 25.6 .. of FA Average C.e i l my Height ..... 9.8 i t. BUILDING ZONE I1•.1GORMATIOh•1 Floor i. ent Special Cond- Area. Volume # of Thermostat Height Vent 'r=hea. Zone Type itioned ('_.+) (cf) Emit•=. Type (it) '. f) ------------------------------ --------- ----------------- ------ --------- HOUSE - 1:''.I 11 i i! I II II 1:•.J II II I II - II II II i� a, II II 1._I 1_I I:.I II II I rTi '1' I I ar I I t • -- i71 'Ti II I!i II L ra. CL I I u 11 CTI k. II II 1,.1 1•.1 II II CI_ I II II �- II II II r•.1 II II I II II i_ ii II II li' lJJ II II J: I1J II II a ' '. II II rri .-. II II Il, Co II 11 _: II it J l.0 II II II a, II Cr_ I..J it h' II U.1 _J II — II i:'1 Cl II i_ II t 1 II II I �i1 II '1; 11 Ijr ICI II II D II i_ II •-- II iri 11 LL - II II .-• L' -J I. IX 11 11 In ' •.I 11 11 . u- ,__ II II •1 I I II II � I II II LIi ill u II II L- !Ii I CI II T- W W II 4-' 11 i r II .— II •- I CC II II I U.I II II I LL 11 - II I.1 II 1 •1' 11 1 I I I I I I I I I I I I I I I I I I 1 1 1 1 1 1 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I i l I I I I I I I I I I I I I I I �r i'1 ar I I I I I I I I I I I I I I N ar I I I I I I I I I I I I I I -Z rL p1 ll IL I 3� f +• ir.; u_ I rY IY IY ni rTi Ili IT; rY L l _I r1. I I ► I I I I I I I I I I I I•�ja til , I I I I > OG 11 I I I 1 u_ tJJ 111 I•_l CI I IJ C) C) IJ C) 1- 111 1 L_I 1-1-.1 ,1, I '•• 1.-1 4-' I Cl D C I � .— 1.... I LJ 1=1 • .' '1' I :1: I IJ U! U-) U I U-1 1.171 U-1 1.171 U I •7" •+' I J =1 1Ti , V i i 11 l-- 4--' 1- r- LL .L f--- w 4-' F- f..... I.- 11_ +. C L I it-' 1 i 1 :D ) ID 1:) i1 L1JL� i J __1 i I i I ..J I:_i I iJ of. iJ LLI 0 Cr' ::I LY' i I <;I CI LU iX , 111 C I� •-_ Ill 1.0 -' a Ll. LIJ C, 1_ W I CC I i_ Iil !¢ ,_ I 1 lit 111 Ii1 !il 1.11 111 111 Ifl III !II 111 111 iii w 1.1.1 I • _ . _ , �.1.• ilr rir rl� rlr r•T i rL rir r7 � r7•r q r r7 i I:) i I i i I C I C'•J h.J 1'J 1'.J r•.J I; •J i -J 1'.J I .J Fri 41 a '1.I ._ n-1 -r co IJ -I r'••_ '-r T•. t'',1 r. _J I I _ I I •- I I r•. i r•. 1_n. 11 . Il . 1_r.' 1?•. I h. 0'. 1 h•. fh 1 t' LI_I h- LLI I __I LIJ I J::: I _- In �- I I a' E I i r. i Ij I' i r, i fl Cv. i (I f •- Cr. (.J W _ I_1 C., C. rr ... ,_ I i r•. i r•. I?•. i r•. i Ij ,_7 ITi I 1 i in 0 i _I rir C1 InIn r- __ C I I Cr_ ii fi_ Ct: ii CE CE CE 11 !1i CL: CC ft, CL_ Cr_' • Ct: I n 1 IT'; Ilr I U 1.0 IJ! Ili Cr•. In CI In, r•- f••- f`'•- f•_ r'•• "11 ^JI ''Jj ••1) 04 I-9 I,i! (�1 ••i 1 `J 1 'J 1 '+1 I '•a 1 r- I IJ C. 1_I In CI 0-1 fi I I -I 1 •- • 1"'•J f••J 1-'•J 1:'.J i'•J C. In -, In In I_r Cr ''J_I 11-1 II -f 1'1:1 U 1 1,'1 C, Cr Jlr I:i I I _'r I h•, ,._, I I I rlr '.�- I ':.r- '�+i -r Ij:. iV i'J I:'•J i'•.I h-- �. .-. f�•,. I:i.I r_•_ I +. I I I I_ Ili L p C,IT; I LLJL IT.; r'rj ITi i fi 11 I_I CI 1-1 i-' I l i IT; IT; IT; 1T; '�-• I 111 - : _j Q Cf 1_J r_'1 t_ .: I _I LI_I I 1_I (A -r v! 0-1 CI 1-'.J C. ';J' , I-11 U -i r`._ I_n. in LLI •::I U- CL —1 111 I'rr F --I f`•1 <:L ql 1 + 1.7 I �r 111 ITi I Z I -- I- I 11 i CI 01 1 I I 'J g L. I 1,1 , , i_ �L I -Z rL p1 ll IL I 3� f +• ir.; u_ I rY IY IY ni rTi Ili IT; rY L 1. -C I lj� . , i i! F- I I•�ja til , �f y I > OG 11 I , 111 I•_l CI I IJ C) C) IJ C) +' I .•-. , I ,1, I '•• H I C I � .+.' C I IT. i n. iii I'I'I ('�•_ (•_ c fi I w - L I U! U-) U I U-1 1.171 U-1 1.171 U I •7" •+' I J =1 1Ti , V i i 11 I z _j 11_ +. C L I '2 I ITI , 111 C I� I ., ft: I CC I L I I LL_ 1_I 1 1 Cl Cf Cl I_1 Cl 11 C. Ili 'T I _ U� 1 1 i I C I C'•J h.J 1'J 1'.J r•.J I; •J i -J 1'.J I .J Fri 41 a '1.I ._ n-1 -r co IJ -I r'••_ '-r T•. t'',1 r. _J I in LLI •::I U- CL —1 111 I'rr F --I f`•1 <:L ql 1 + 1.7 I r.- r._ r-•.- r'•.. r'_... r••.-(%.- v.- r`•- 111 ITi I .- I1 ! U i I U-1 U U I U71 Il"i I1 1 P. - I -- I- I 11 i CI 01 1 I I r_r In (.} CD C-'- 1-: 1_J r_r I__ L. I 1,1 , , i_ �L I Ili 1,11 111 111 111 111 !11 111 IL IL r7,r ql ..1r rll 111 Ilr p1 ll IL I CL CL C.L CL Ca CL CL C.1. 'll +• ir.; u_ I rY IY IY ni rTi Ili IT; rY L 1. -C I L L L L L C.. L_ L CI . , i i! F- I Tl T] 'n -11 T7 Tl '7_7 -0 1_ til , ,7i • - I 'V 1 '•Jj ''J I -•Jj '4-1 '4-j `rl ••J_1 P.- 111 I•_l CI I IJ C) C) IJ C) +' I .•-. , C, 0 "D ISI C:. I_•. .-- , I r.. 1 n, 1 r•. 1_n, I n. 11, I r•. I n. H I +• CZ, 1-r l_! .+.' C I IT. i n. iii I'I'I ('�•_ (•_ L I U! U-) U I U-1 1.171 U-1 1.171 U I •7" '•i l '-41 `J .I '-4) `J_I `Jj "4:1 _1 = I I- - In - - I -I - - L L L L L L. L L L I Ill Ill 1]/ Ill 111 ril 17.1 Ill I],1 C L I TJ 13.-0 Tl TI 13 'n T_I 11 co 1-- , I io (o i0 ii! ii! Ili ii! fiJ CO I I Itr I -- t Ill , 17 Tl TJ Tl T) 11 Tl Tl ir; -'IJ CL I IJ 1`I 0 CI 1-1 1_i CI 1-) +-' L I 1 1 Cl Cf Cl I_1 Cl 11 C. Ili 111 , i I C I C'•J h.J 1'J 1'.J r•.J I; •J i -J 1'.J I .J IT; , a CL 41 a ,7,...t I n-1 -r co IJ -I r'••_ '-r T•. t'',1 r. L ul I I I I I 0 1 i 7 Ci CI CI i 1 .._. QI 1 T] TJ '1J Ti Tl _0 "ID 'o I 1 I C L r_ C L L_ c' L IT. I lJJ z) I IS fd 41 'T U.i 'Jj f ffl fn. CO I 2 COMPUTER METHOD SUMMARY Page 3 C -mac, ------------------------------------------------------------------------------- -----------------------------------------------------------=------------------- Project ---T----i --1 --1 --e .......... Marla -- Crites --_ Date --_ --L --e --.--.--.--.--.--.--.--. ----_ --1-- --! --4-- --J - - 1 I -'!FH=- v_._Ii File -ANDERSON We.x her _ Z.! Program-, GRr'l I_ -2F: U•_-I"ir0279 U=.r'r-IIL[?i^F-1r'. ENGINEERING R'Ji -i or;p..,.r.' ------------------------------------------------------------------------------- E R HAN i Area Window Ove;'ha.ng Over -hang Surface (•_f) Height Length Height ----------- ------ ---------------------- HOUSE ------- HC 1U'_E Window moi'_ 4.0 2.0 0.01'' Window 71 4.0 6.0 'i THERMAL ERMis i• i EE HVAC - r•Y •T EMS Minimum Duct Duct Duct System Type Efficiency Location R -value Eff i c i ens= •: ---------------------------------------------------------- HOUSE Air Conditioner 9.50 SEER None R-0.0 1 . 000 WATER HEATING SYSTEMS S --------------------- Area. Thick Heat Conduct- Surface System # of Mass Type --------------- ( Standby Input iC I l i R -value Location/Comments iency HC 1USE ------ ----- ----- -------- -------- -------------------------- -------- ---------- 1 = , abOn„ra,de 792 3.5 28.0 0.98 R -ii . V FIRST FLOOR ExteriorVert .,` 18.0 18.0 0•56 II,iI FIRST FLOW HVAC - r•Y •T EMS Minimum Duct Duct Duct System Type Efficiency Location R -value Eff i c i ens= •: ---------------------------------------------------------- HOUSE Air Conditioner 9.50 SEER None R-0.0 1 . 000 WATER HEATING SYSTEMS S --------------------- I_apa.- Pi lot System # of city Eff i c- Standby Input Size Type Heaters (gal) iency Lo•_.•_ Rating (8tui-1' _•red t ---------- Storage ------- -------- ----------- ------ ------------ -------- ---------- Ga.=- 1 40 0.850 RE 3.75X 39000 Stuh n/a NONE WATER HEATING ELECTRICAL ------------------------ ----------------------- Operating Operating Controller Power Hours _• r,r_wer Electric Usage ------------------------------ -------- (W) (Hr/day) --------- (W) ---------- Space Heating Rec i r•c . Pump 87.4 n/a. 6.0 =:i IP1F'!ITEF' MIETHi C) 1='`f LC:-` , L h: t Tit 1 = .......... I ..=o a I_: r" i C; .,. t e ....... :1 1: : 4: �; i 1 ii 1 F i l-r,F",C?EF:'_:OPt I..,le.trler-CT= 1 1 C -2,F; 1 F'._ — -I'= e r — i_ _ r. urH"1 1 Ir'd E r R 1 iw, i FF.'- ------------------------------------------------------------------------------- H"i"C'fl�'� 1�,. + I_ - F C. r_ r1=FIT i 'N G D 1 '3' T _R i 0I-iT I I ,t•,1 7 ----------------------------------- 07. i=irlr,ua i J (ce He a. t i rig I i .a.�. . •tri EtU ..;r _; p .1. �_ a H a •-a t ! it �_J D e 1 1 i ver- y . . . . . R .i. d ! a rl t I i :t._i, t _:pace Heat j ng ! Iii tpu t . 2-3, _I i_I 11 6tuFI ='1 e L e rig t h . . . . . . . . . . . . . . . . _ - ".t Pipe Diameter .............. 0.5 in Pi pie Ins.0 —atji r, T`,1,_k..rle .. !_I In F'lPe Ir,t•lln L_nj'jCt.... U Bt;Jil:';t.-F RE!_Ir L =EAT LIRE." .,"'REt-1r;F:F:'_ ------------------------ T h I = b 1 i 1 d ng i n r•pc..r-ates .=-k I_cimbi n e d H dr=in i C Sr; •_.Le a.nd lwd.iter' Heat i n =, _ - ;f,. ------------------------ --------------- ---- ------------------------------------ ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I HVi'*-'1!_ SI Z PN -t T i t 1 - r' ;,d r'e'_._ ---------------------- - - -' Merl t•a.t i on H. u th -r' .. nhn 111 dh.iffl Te I ephi:rle .............. ------------ �? .a. t e . . . . . . . . '_! 1 .:''' I_I 4/-' --------------------- ----------- ----------- ----------------- Su i 1, d i n g Fermit # ----------------- F1.:9.n !=h eck: C!.a.te ----------------- impl i•_+.rICe t"?e thod .... T1- ,r{ P,',. r••-. �-,.,: Enercomp, In- ; F ' _: tiec,,. C?•_te ; 1 -------------------------------------------------_------------------------------ ------------------------------------------------------------------------------- t'? FI 'r'! -t = _ '.' _ �� 1 i i i e —FII '•i L! C i .. _. I t`.t �:,! .�+ .a, • rl e F. — 9_ i _ : _ -' r 7 r'a.�(I — i i iy !_ _: I _ i'j 1 i , _ _er#— iF _ _ r =L�•. ri , E, 1G_rdEE1=:I;dl� t=:un - coma ! i •_.ncr ------------------------------------------------------------------------------- F I. .. . . . . . . . . . . . . . . . 1 .. 1 t lIrTle. . . . . . . . . . . . . 14'--'G Ct = I z I n L +i. t l �=n . . . . . . . . . . . . '_NI! ! C'''C' a � : J J�:�•,� _Ti L• - t I t u d .. . . . . . . . . . . . . . . . . . . . _ • . IJFI�r'l+e r 4I I r! t e r ' Irl =. { d e D e '_• i i! r! ^ ! I i ='jmme r' '7u t =• i de De'_. i ,_fin ...... 1 0 F u mm e r' I n 3 I d e D e S. I ]_ rl = r Shjmme r' 11;'. an gi-� . . . . . . . . . . . . . . . L r =I ad! n: U_.ed . . . . . . . . . . . . . . . !' HEAT I P•1G r=d-dD !_ OC!L I Ni , LOAD R'Y -------------------------------- 4. e -a i nc� C, e -. i r i p t ! ;-i n y. . -------------------------------------------- ----------- Ci G rl c-4 _ or, V U C t I o fl . 10* 1 .j z I rl �- _ _, i . . . . . . . . . . . . . . . . . . . . rl : ..7'— I _ Inf i 1 tr.a.L i _n . . . . . . . . . . . . . Irlter'rla.i •a- n .................... rl:'A L?uct=.. . . . . . . . . . . . . . . . . . . . . . . . . . . . eri' iL�1e Lo .........I.......... _: _!1 ! � i'_'? Latent Load ... ...... . . . . . . . ..... rl:`'a �—t!_ Ti,t.a,l I c•ad .?I{ 10 1 2,4^ No t T� - J� th e t _ t c I�IV �' i :le _�.a, �J=. =. rfi �l:'•)rl ar'e illi I :: i!rle �'t _r ! er' I .y. �a.tt$�_ t ! n!� ttiN �_.� i :.i ! _r. i f' HI.:1 y I_�] i j i %� T! >✓ r! ' I_! t r: e r r' " 1 �,:.�. fi �_ eI c4nt •?. C t _• r• •_. •_ i j [ h .a, •_. .�, - t 1 -Al r=' uIr' Pment_. iiutdiior- de s 1 n tempi_f'a.tUr.r _•. =i { 1 =! z!ncj! 3.',!a.! �. q!j { p m e n t ii�:!er ! z I n9 _..a.te t,Y mRr'c4I 1I � ?i. �_ !il Ij •_.t .�,1 i� �i :? �_iirl _.I fes'!ej�r:_i i t i the H•;IA!_ de'_. g, ner' = re=.r!on=•{bi 1 I t x tip cVn3ider' -a1 1 -a tor'= v)hen E. r! C-4 the H ? !_ equ I P m e n t I_ F !_ M •a. x I (n u m �k p r' 1 i a. L? e =i r i, .a. _• _' rl t r' .a.1 t o r' n .i = e= on 1 CAROL V.ENOLIA, ARCHI'T`ECT P.O. Box 694 • 39000 Highway One -P Gualala, California 95445 • (707) 884-4513 OCtobnr 12., 1,388 Dale McKendrick Bui.ldinc Depart-ent. Cou,ty of 6utte Department. of Public Works 7 County Center Drive Qroville, CA 95496 RE: Crites Residence, 8uildirio Pero it Application # 2453-88 Dear Mr. mcKendr.i!k; Larry Anderson of Rammed Earth Works has forwarded to me cnpies of the fo.11owinq doCume-ts: 1) A Sept. 1 lettar from Youngdahl & Assor.., Inc.; 2) a 6/7/86 sAive analysis from Applied Teotir!q. •':or;:nultants; 3) compression test results dated 9/7/88 and 7/29/86, from Youngdahl and Assoc., Inc,; 4) an 8/30/88 grain sire distrihution terit fr. or,. -Youridahl &, Assnc. ,. Inc. I have revieured these dor,irments and find that the two Crit,=.s soil snmplRs and the Crites Import sample all excet;d the 9nginaarinq specification for this project of 350 psi. Sincerely, j Carol Venol.ia cc: Larry Anderson, Ram -ed Earth Works BUTTE COUNTY BUILDING DEPARTMENT 104 mimmmy 12 Oct 88 Fax to: The Off ice Attn: Carol Venolia (tel 884-4513) Carol, Here are the lab test results for the two soils being considered for the Crites project. To further acquaint you with their information, I have numbered the faxed pages in their bottom right corners and will here briefly describe their respective relevance: 2/7- cover letter; identifies Crites Import by description 3/7 - Sieve Analysis of Crites Native 4/7- Compression Test results for both Crites Native (batches A & B) at 28 days, and Crites Import at 7 days aging 5/7- cover letter 6/7 - Compression Test results for Crites Import at 28 days 7/7 - Gradation results (analogous to Seive Analysis) of Crites Import Again, the exact proportions of Import to Native have yet to be determined for production; but I think that it is safe to assume from these results that, in any combination, their cumulative strengths will sufficiently exceed the stipulated engineering minimums. Thanks for your expedient cooperation, Y1 2 YOUNGDAHL &ASSOCIATES INC. GEOTECHNICAL ENGINEERS & CONSTRUCTION LABS. Project No: 88117t 1 September, 1988 Rammed Earthworks Blue Mountain Road Wilseyville, California 95257 Attention: Mr. David Easton Subject: DUPRAU PROJECT CRITES PROJECT G..tiDAT.0 TES RESULTS Dear David: At your request, YOUNGDAHL & ASSOCIATES, INC. has provided testing on two bulk samples of soil from each subject site. Gradation analysis was performed on each of the two samples and the results are contained in the attached graphs. Sample descriptions of the two materials are as follows: Duprau Project - Light brown, very gravelly, silty fine to coarse SAND Crites project - Light brown, very fine sandy SILT with trace.of fine gravel and clay Should you have any questions or require additional information, please contact our office at your convenience. viewed Dennis E. PO:DEY/l copies: .E. NO ac cp a-�0-89 ,:a -.1t ' 11am rthworks s�.�TE <Zf OF Very truly yours, YOUNGDAHL & ASSOCIATES, INC. Paul Oswald Laboratory Manager 3233B MONIER CIRCLE • RANCHO CORDOVA, CA 95742 SACRAMENTO (916) 638-8546 PLACERVILLE (916) 622-9290 ■■■■■ WOMEN pis:: N■Ol ■E■®* 10 i-di�i�is-i S®lv® Analysis Materials 6050 Engineering CDhasset Road Testing and Chico, CA ` Inspection 96926 Crane (els) Certification 991$625 TERIAL DATE Native to jobsite 06-07-88 SOURCE FILE NO. Marvin rites 88502 TEST DESIGNATION TECHNICIAN ASTM - 202 Tres Rold SEIVE SIZE WEIGHT RETAINED PERCENT RETAINED CUMMULATIVE PERCENT SPEC. RETAINED PASSING 311 2 1/2" it 1 1/2f' 1" 0.0 0.0 0.0 100.0 " 32.0 1.6 1.6 98.4 of 32.0 1.6 3.3 96.7 " 47.0 2.4 5 94.3 89.8 No 8 26.0 5.5 15.1 84. 16 29.0 6.1 20.6 79.4 3. 27.0 5.7 31.1 68.9 8 35.5 64.5 5 40.4 59.6 Pan TOTAL REMARKS: Start Wt. Coarse = 1,962.0 Start Wt. Fine = 477.0 Project No: 88117t 7 September 1988 J r Robles/Wilseyville 8% P.C. lbs. force Psi 75% soil, 25% sand 3619 512 3520 498 t r Crites/Chico Batch "A"; 8% P.C. 3777 534 ,75% soil, 25% sand 42710 604 _ 3085' 436 a Crites/Chico Batch."B" 10% P.C. • 3223 456' 1 2689 4.` l 380 r�f 2610 < 369 :Cr`ites ~ Import i �. , 10% P.C. "2927 ; 414 - . �' �' �. • '; 3283464' 2887 `, r' , '� 408' `� r Bisnett : . I . 5% P.C.1'404 1404 199 �• 0 �' +` • 4 ', .l r; 170.1 1) 241 .170.1 1701 - 242 Bisnett, J r • .1.0% P.C. .2610 ?` i :' 369, ' 3421 ; 484` x�'.�:..`4 299 •,� -Notes:, t• P.C. _-Portland'Cement �, `_ 'r f , • -A 7.07, in _ Y c, � •s' w'i 3 i ,' . . ,• `rte � f ..} - l Ca •`, .. �. ,.;,. y, 'r ', - - � �'•�s ^}'.`.�.C- r�• � ', „ + .�µ- r r j •t�,C �_ ` �. ''S 4 ' ��;3•Fr }. . . /•i If YOUNGDAH L &ASSOCIATES INC. GEOTECHNICAL ENGINEERS & CONSTRUCTION LABS. 32338 MONIER CIRCLE, RANCHO CORDOVA, CA 95670 (916) 638-8546 PLACERVILLE (916) 622-9290 TO: Mr. Larry Anderson Post Office Box 641 Chico, California 95927 LETTEn OF TRANSMITTAL DATE 9-29-88 PROJECT N0. 88117 1 ATTENTION Mr. Larry Anderson RE: CRITES PROJECT 1 GENTLEMEN' WE ARE SENDING YOU ❑ Attached - C Under separate cover via ❑ Reports (Bound) ❑ Reports (letter) ❑ Copy of -letter ❑ Grading Report Ek Test results ❑ Site Plan ❑ Plans ❑ Samples the following items: ❑ Foundation -Recommendations ❑ Prints COPIES DATE NO. DESCRIPTION 1 Gradation Results - Crites Lmport Soil 1 Compression Test Results - Crites Import Soil, and 10% Portland Cement 28 day strength THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ For review and comment ❑ Reviewed as submitted ❑ Resubmit copies for review ❑ For your use L3 As requested ❑ Reviewed as noted ❑ Return corrected prints ❑ Submit copies for distribution ❑ Returned for corrections ❑ REMARKS Copy to: By 5�7 YOUNGDAHL &ASSOCIATES INC. GEOTECHNICAL ENGINEERS & CONSTRUCTION LABS. Project No: 88117s 29 September 1988 Rammed Earthworks Blue Mountain Road Wilseyville, California 95257 Sample % P. C. Age.(days) Load (lbs.) Bisnett 5 28 199.7.3 Ei�no'..tip 5 28 2630.1 Bisnett 5 28 2254.4 Bisnett 10 28 3599.1 Bisnett 10 28 3045.1 Bisnett 10 28 1740.2 Crites Import 10 28 3144.2 Crites Import 10 28 3935.3 Crites Import 10 28 4330.8 *Area = 7.07 in. Strength (psi) 283 372 319 509 431 246 445 557 613 32338 MONIER CIRCLE ■ RANCHO CORDOVA, CA 95742 SACRAMENTO (916) 638-8546 PLACERVILLE (916) 622-9290 b GRAIN SIZE DISTRIBUTION PROJECT NAMEpQL"�'n��^ I^n 4 PROJECT NO. g$ DATE SAMPLE NO. I DEPTH TESTED BY - SAMPLE DESCRIPTION �l ° 6eoo A war`l MOISTURE CONTENT DETERMINATION CUP NUMBER WEIGHT RETAINED (pmt) /� CUP t WET SOIL ` �� •� (qms) CUP + DRY SOIL (qms) WEIGHT OF CUP 9 `� (qms) WEIGHT OF MOISTURE WEIGHT OF DRY SOIL (qms) (qms) MOISTURE CONTENT M WET WEIGHT TOTAL SAMPLE (qms) DRY WEIGHT TOTAL SAMPLE e WET WEIGHT TOTAL SAMPLE _ (qms) I t (MOISTURE CONTENT) SIEVE SIZE (LLS. STANDARD) PARTICLE DIAMETER WEIGHT RETAINED (pmt) ACCUMULATED WGT..RETAINED (pmt) WEIGHT PASSING (pms) PERCENT PASSING INCH MILLIMETER 5u 3 3.0 76.2 IIh" I.5 38.1 3/4 0.742 18.85 t loow 3AN 0.371 9.42 1 Z . (o 04 0.185 4.699 `Z41<3 Q q *8 0.093 2.362 #16 0.046 1.168 �� -0 ( 53 ( 3 O #30 0.0232 0.589 3 •2 Q Z- 1- 90 3 #50 Q0116 0.295 (D'j % ,5. #100 0.0058 0.147 #200 0.0029 0.074 4 '27 3 #270 0.0021 0.053 PAN •Q (- 1-( WEIGHT WASHED THROUGH I►200 TOTAL WEIGHT WASHED THROUGH #200 NUMBER OF PAN WEIGHT PAN + DRY SOIL (qms) WEIGHT OF PAN I� (VMS) WEIGHT DRY SOIL- L4LL(D (qms) �17 n • `7`A.«n U �. -_ c - Y 1A. � v! .,r} `r .. .f i yi .,w '*,��,;�i� ,' ,�6 t•�r"w �. 4 Ti" �.,"_ ,4 �1p- ''. _ _ } } tw �y...,#.[ i*` .A t sly •.t R a�' !�i ~ � � +�'"n '.'- Ew- A tt : 1�"' ` � L ` .� `. s1.,. 1^ .• f, x f '� nt?'�pt� i , �fy� k r r' _ y Slant/F: heatinA. g , .4' ri.-�'+c-Sy = �r ' k. LL t. • iAC r� 'titi t _ i �.7 - L't�.,..�.e+.�..J.fLY"l �E•x'p,�,:(�'''M� tiiY7`�:aR F S".1r��` ^`'ly`3 ,. .C•^. st. i'--r„•J�.�y,N,r =.�-. ^.,q t." 1 _ i _ y it"»'Ytr .._i •g.1+.+w.:�ai�+».'C'4r'•r'_ f+til!'I+x`!!'--+•....{r '%i�tf''Y� 'S',Cf. ' � ::Y c r, _ � _ � `'' • 'ra'�e t.t".n�'1x , r~z, •'''�I`31 v �"R vn ' a., 44"*. '_Y��.. P ;. �, >:�; [� ;ti„_it'.�,i. i.° 3':, �3 v.� a 7 .1�i!� J, 1� f �Y 1 -rh .� • t „ All k" _ 1 q, t t, .} i• r l i ta V r4; _ � -,moi �,' >�`,1'"'!'s '�' 1" zL�il �,,. • � = �(• �� ' .. ^••FT•.n ...•ti .� j to `s; � y,t}ice+-y fif .,: .1.j, F _ rG:. [. t�' °M L�" `. h 11 =1:1•K F.ZI i �/. ;.*" 1!•1 " `1f.�. '�•:i±.. :� W - h�.���'yf,����i•M.: F;C 4. n. ~ t �t S1 t�� a C"_ ,.�.^• }3J Y' Y 1 ••L'`S-t 4� l-1. �_ ; .�u 7. y6- C•s' �i�•.w�.G e. �' t 1 .. i "�+ "• t 1. ? ?,[lj �tW- , °. + !rr,'..} 'L A • +:; a..Y"��.=_ v� .r�n ,I�� r$'. r^�,,,'y5 _ .\"' ��`+ '4� � �{ � ; i� ,t � j,} F 1 ,� '�, �''„' qly, �'.!:I � � h V ' �yyijt,' ; 4 i ` .E+ -�2t�s�f4 i I;,r,t' t-1' 'r ., Y"'"•..aw.' ;.' '-� q' e �� '+ t't r4f� ��f • rl 5.�. h Ski r: � �� Ni - h � f'��.- r� .�Ac. ,n _- ' ` ' •` �+..:: e� 1;4 i + .' ;`r:r+' d i�� it 7.,. i' t f.. � 1 �yy .. Y•,. F. y.: � ! T r- e { (.; -rl.w�` ,phi. :' ,H .. ♦ s.h .. is t y o.; [n �� t. {'!" lei i? �� jy � # d�'' 't 'Y •i a 1*° ll ."}mob ( r�`.[• � ,r!fi�} , . �i., � .. - l .t4 f-. t " ``o • n • 3, is a ' iw 'l•' t 3 r - ''. • do All! tj y. - � t« - and :Y. 1 o.�,•:'' lR' �., _. ..,,. • .t \ i t i _ 1 `' " • • • . • • - • - • . • - •V •/dLiry T,•• • •_ • ^, U1L9J Z� }; J• !�P i. r r - S.n' 9r.:jljy i.,y,.,, -Ri •r 11.E S':� Ff # A'.,N'.k'+-L Y� W �r t 3R•y�'•� k1- ? i 444 �L1� �}�. � r r �?,,• .1.�. '��: -?, A Rt � +>3 �i' Y S .i� Pf - �+:-N� x 1't +i+ r"""`yf .r � � � j c t d; ,. ¢ � �/•t r�«�' Yt 1 • � � t Y� �� -.e- (BTU/HR. PER LINEAR FT. WITH 65-F (18.3-C) ENTERING AIR) •Milinches per foot tEnd fins are of tinned steel for extra ruggedness. NOTE Ratings are for element installed with damper open, with expansion cradles. Ratings are based on active finned length (5"toll" less than overall length) and include 15% heating effect factor. Use 4 gpm ratings only when flow is known to be equal to or greater than 4 gpm; otherwise 1 gpm ratings must be used. DIINlEN. 4W DATA WALL TRIM END CAP IRt Baseboard and all accessories serve either flush or recessed Installation -Wall trim width, Non -hinged as shown, 2" to 63/4". Floor length. 6-V4" Hinged (floor length) 4". tEnd cap width: Solid metal, 21/2". Hinged, 411. yt �r �•J� a .,.ORDERING DATAI.e., COMPLETE BASEBOARD PACKAGE �+ No. 10.75E (with 314' elemenq. No, 10.50 (with 1121 elemenq' Cartori ,contains fully assembled baseboard, complete with damper vane, k heating; element and expansion t; •:'._cradles. 2' splice plate set packed with lengths 5,' and over. ;'.LENGTHS: 3'-.31h'-4'-5' 8'-7'$'-10' `+ No. 10-D DUMMY COVER PACKAGE ;;;Same as'No.' 10-75E and ,10.50, -but :` i MITHOLIT' heating element or expan- k slon cradles y"� %.No. E -76E (3147 ELEMENT ONLY ' No. ESO (1127 ELEMENT ONLY % „x;cg Heating {element with expansion^ cra- . ss k i,r�rv,:dles;"NO;enclosure. Packed In Indt-" *+rLENGTHS 31-3%144'46'414'_' y 'SPECIFICATIONS, ry ..,iHEATINO ELEMENT: Furnlsh;and �, f Install E, 50 (E,75E) heating element as ImanufactureQ,by Slant/Fin. orp , r • •'s - i -C .4K consisting of,l6'' ('W) nominal copper r, �tubing`wlth.2% "x 2'/."x:009'!.aluminum fx -z fins; bent to 21X,."x 2y'n, spaced 55 per . }✓kilneary foot tx� "s:. p.:_•'� ... y.J. t; ;•Polypropylene,expanslonrcradled'- y,�} 4hall•be'clipped to element, centered Tover each, support bracket,'and shall � protect element from contact will' sup- • ort brackets or enclosure.":i;: ,..�`„ ASSEMBLY: Furnish and In - j!$ stall 10.50(10-75E)baseboard cover -as-';'. cN�, E'sembly as manufactured by'Slant/Fin i f,riYCorp., consisting`of back panel, front ' ' panel;; damper .vane' andrsupport;,: . brackets, formed:ofycold'rolied;'steei. �� Edges:of back�panel.ahall be lormed+, ..to:: provide; channels to receive sup- �•= t port brackets. -Top edge of.fronepenel -'aliallttie fformed'.to provide'.;a',;tull- Iength1hinge, Interlocking.' with' each supportbracket._,Damper..vane shall':,• �'_ modulate ifulWlend'retain Ixny'eettln 3- g .-,'through through Its arca All, cover components�t,`{ shall',be ppainted"in•appliance,'white ,' ' amino modified alkyd polyester finish I•µ 2.r4,yaG4y1p'�1.4 ,yi`.'�4r, �y, ..j.{ l r'c. t N� �, s o SIANT/FIN 191)8 :.'.-',PRINTED IN U.Sk-" MATER PRESSURE 170-F 180-F 190-F 200-F 210-F 215-F 220-F 230-F 240-F ELEMENT FLOW DROP 76.7-C 82.2.0 87.8-C 93.3.0 98.9.0 101.6.0 104.0 110.0 116.0 No. 10.75E Baseboard with 1 gpm 47 480 550 620 680 750 780 820 880 950 E-75 element; '/." nominal copper tubing, 2'/." x 2'/." x .0091/ aluminum fins bent to 2�S'.."x2%", 55fins/ft.t 4 gpm 525 510 580 660 720 790 820 870 930 1000 No. 10.50 Baseboard with 1 gpm 260 490 550 610 680 740 770 800 860 920 E-50 element; %11 nominal copper tubing, 2%" x 2%.1' I .009" aluminum fins bent to 2X4" 2%11, 55 tins/ft.t 4 gpm 2880 520 580 640 720 780 810 850 910 970 •Milinches per foot tEnd fins are of tinned steel for extra ruggedness. NOTE Ratings are for element installed with damper open, with expansion cradles. Ratings are based on active finned length (5"toll" less than overall length) and include 15% heating effect factor. Use 4 gpm ratings only when flow is known to be equal to or greater than 4 gpm; otherwise 1 gpm ratings must be used. DIINlEN. 4W DATA WALL TRIM END CAP IRt Baseboard and all accessories serve either flush or recessed Installation -Wall trim width, Non -hinged as shown, 2" to 63/4". Floor length. 6-V4" Hinged (floor length) 4". tEnd cap width: Solid metal, 21/2". Hinged, 411. yt �r �•J� a .,.ORDERING DATAI.e., COMPLETE BASEBOARD PACKAGE �+ No. 10.75E (with 314' elemenq. No, 10.50 (with 1121 elemenq' Cartori ,contains fully assembled baseboard, complete with damper vane, k heating; element and expansion t; •:'._cradles. 2' splice plate set packed with lengths 5,' and over. ;'.LENGTHS: 3'-.31h'-4'-5' 8'-7'$'-10' `+ No. 10-D DUMMY COVER PACKAGE ;;;Same as'No.' 10-75E and ,10.50, -but :` i MITHOLIT' heating element or expan- k slon cradles y"� %.No. E -76E (3147 ELEMENT ONLY ' No. ESO (1127 ELEMENT ONLY % „x;cg Heating {element with expansion^ cra- . ss k i,r�rv,:dles;"NO;enclosure. Packed In Indt-" *+rLENGTHS 31-3%144'46'414'_' y 'SPECIFICATIONS, ry ..,iHEATINO ELEMENT: Furnlsh;and �, f Install E, 50 (E,75E) heating element as ImanufactureQ,by Slant/Fin. orp , r • •'s - i -C .4K consisting of,l6'' ('W) nominal copper r, �tubing`wlth.2% "x 2'/."x:009'!.aluminum fx -z fins; bent to 21X,."x 2y'n, spaced 55 per . }✓kilneary foot tx� "s:. p.:_•'� ... y.J. t; ;•Polypropylene,expanslonrcradled'- y,�} 4hall•be'clipped to element, centered Tover each, support bracket,'and shall � protect element from contact will' sup- • ort brackets or enclosure.":i;: ,..�`„ ASSEMBLY: Furnish and In - j!$ stall 10.50(10-75E)baseboard cover -as-';'. cN�, E'sembly as manufactured by'Slant/Fin i f,riYCorp., consisting`of back panel, front ' ' panel;; damper .vane' andrsupport;,: . brackets, formed:ofycold'rolied;'steei. �� Edges:of back�panel.ahall be lormed+, ..to:: provide; channels to receive sup- �•= t port brackets. -Top edge of.fronepenel -'aliallttie fformed'.to provide'.;a',;tull- Iength1hinge, Interlocking.' with' each supportbracket._,Damper..vane shall':,• �'_ modulate ifulWlend'retain Ixny'eettln 3- g .-,'through through Its arca All, cover components�t,`{ shall',be ppainted"in•appliance,'white ,' ' amino modified alkyd polyester finish I•µ 2.r4,yaG4y1p'�1.4 ,yi`.'�4r, �y, ..j.{ l r'c. t N� �, s o SIANT/FIN 191)8 :.'.-',PRINTED IN U.Sk-" 6 CAROL VENOLIA, ARCHITECT P.O. Box 694 a 39000 Highway One • Gualala, California 95445 • (707) 884-4513 October 7, 1988 Dale McKendrick Building Department County of Butte Department of Public Works 7 County Center Drive Oroville, CA 95965 RE: Crites Residence, Building Permit Application # 2453-88 Dear Mr. McKendrick: As I understand it, you require specifications on the soil -cement mixture for the above project, signed by me'. The Contractor and acknowledged experts in this field, Rammed Earth Works, forwarded to me the specifications for this job. I examined them, found them to be consistent with the engin- eering specifications for this project and with general rammed eatth practice, signed them, and herein forward two copies to you. Sincerely, *arolnolia. Encl. cc: Larry Anderson, Rammed Earth Works 9 Specifications for Dry -pack Soil -cement (referred to in these'documents as Rammed Earth) 1. Soil shall be clean, well -graded, and free of organic matter, with no aggregate greater than 2.5 inches in diameter and with no more than 25% passing through a 200 mesh screen. .2. Portland cement Type II shall be added at the rate of one and one-half sacks per cubic yard (7x by volume) and thoroughly mixed. Mixing shall be accomplished as follows: An accurately measured amount of soil shall be deposited on a firm and clean mixing area, and spread evenly to a depth of approximately 12". Dry cement shall be spread uniformly on top of the clean soil. The number of sacks of cement should correspond to the ratio of one and one-half sacks per cubic yard. Mixing shall be by tractor mounted rototiller and shall continue unitl the mix is totally uniform in color and appearance. 3. Water shall be added during mixing to obtain optimum moisture level (approximately 13% by weight) for maximum compaction and for adequate hydration of the cement. 4. Prepared soil mix shall be placed into the forms in maximum lifts of six inches and compacted to 99%. 5. The Rammed Earth shall obtain a minimum ultimate compressive strength of 330 PSI at 28 days. % t n i J. Specifications for Dry -pack Soil -cement (referred to in these' documents as Rammed Earth) 1. Soil shall be clean, well -graded, and free of organic matter, with no aggregate greater than 2.5 inches in diameter and with no more than 25% passing through a 200 mesh screen. 2. Portland cement Type II shall be added at the rate of one and one-half sacks per cubic yard (7% by volume) and thoroughly mixed. Mixing shall be accomplished as follows: An accurately measured amount of soil shall be deposited on a firm and clean mixing area, and spread evenly to a depth of approximately 12". Dry cement shall be spread uniformly on top of the clean soil. The number of sacks of cement should correspond to the ratio of one and one-half sacks per cubic yard. Mixing shall be by tractor mounted rototiller and shall continue unitl the mix is totally uniform, in color and appearance. 3. Water shall be added during mixing to obtain optimum moisture level (approximately 13% by weight) for maximum compaction and for adequate hydration of the cement. 4. Prepared soil mix shall be placed into the forms in maximum lifts of six inches and compacted to 99%. 5. The Rammed Earth shall obtain a minimum ultimate compressive strength of 330 PSI at 28 days. SO,ei, pa& TSfU Fo4. OT. COUNTY OF BUTTE r_DEPARTMENT OF,PUBLIC WORKS T'County Center Drive, Oroville, CA 95965. PHONE: 916-538-7541 Carol Venolia DATE Sept. 8. 1988 P.O. Box 694 Gualala, CA 95445 RE:Building Permit Application #2453-88 for Marla Crites A.P. # 11-10-79 With reference to the above subject: Attached is: Application for permit Mobilehome Utilities Installation Sheet Building Plans Mobilehome Installation Information Sheet Engr. Calcs Typical Plan Sheet Owner -Builder Verification Form List of Codes Enforced OTHER One set of plans & truss details We need the following information: Permit. application signed and completed where indicated with all copies returned. Fees of $ payable to Butte County Treasurer. Certificate of Workmen's Compensation Insurance or check exemption statement. Contractor's License Law information or check exemption statement. Complete plans in , including plot plans. Plot plans in Structural details in Complete plans and calcs in by registered engineer or architect. Energy design including Street and drainage improvement plan approval from Land Development Section sets of plans in accordance with the changes marked in red. Sanitation approval from Butte County Health Department at: 196 Memorial Way, Chico 7 County Center Dr., Oroville Skyway & Elliott Rd., Paradise OTHER (DPW). Planning approval from Butte County Planning Department, 7 County Center Drive, Oroville, for Completed Owner -Builder Verification form. Recorded copy of deed showing Recorded copy of agricultural acknowledgement statement. method _ _ ^ �:..w�ii� • • • i�ir�:iii^�ti-�:=i3•�iYiii���Iiiicc�=�K=1�i�i�=a�i�a,��,� :•• _ _� - c = 7 Should you have any questions concerning the above, please contact this office. JFG/a j Yours very truly, William Cheff Director of Public. Works .F. Glander Chief Building Inspector RESIDENTIAL PLAN CHECKING GUIDE 7/85 (S.F., DUPLEX & MISC. ONLY) �y� Bldg . Perm . t OWNER f V 040- 4 C04 I %s A.P. I Nto - GENERAL 5�t oning requirements: (sideyards and number of permittedliving units). luation. Plans signed by designer. Energy Design and Compliance. xisting violations on property. PLOT PLAN omplete parcel size and dimensions. ae"'S tbacks, sideyards, easements, etc. /Other buildings or structures. rading, fills, drainage. Flood hazard. Special conditions on creation map or compliance document. FLOOR PLAN :5i-nired plete to scale plan with dimensions. wwindows for light and ventilation (Sec. 1205). :�- Required windows for second exit (Sec. 1204). kylights (Chapter 34 & Sec. 5207). Human impact glass (Sec. 5406). Required room sizes, ceiling heights (Sec. 1207). G.F.C.I.'s in baths, garage and exterior outlets (Article 210-8). awO'OOL'ight fixtures, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. A --*,Locations of water heater, heating and cooling equipment, other electrical or gas � quipment, and plumbing fixtures. 1 rage firewall, door size, and closer (Sec. 503(d)(3)). 1io 1 - 3'0" exterior exit door (Sec. 3304(e)). --tY.'-f ireplace and wood stove location. 1� Smoke detectors (Sec. 1210). STRUCTURAL DETAILS undation plan complete enough:to construct building. :Floor construction -details complete enough -to construct building. 4! �P evations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. ireplace construction details and calcs if necessary. Sufficient data and details to satisfy energy requirements (State Law) (Form 1). MISCELLANEOUS ITEMS TO LOOK OUT FOR 4! ExExosure I plywood on exposed locations and overhangs. 67/airway details: landings, rise and run, head clearance, handrails (Sec. 3306). Guardrail details (Sec. 1711 & 3306(j)). -.4or—Brick or stone veneer (Chapter 30). ,;arterior plaster - weep screeds (Sec. 4706). per roof pitch for roof covering (Chapter 32). 1*000'Rafter ties or bearing ridge beam. RESIDENTIAL PLAN CHECKING GUIDE (CONT'D) 7/85 MISCELLANEOUS ITEMS TO LOOK OUT FOR (CONT'D) rage door or porch header sizes. g/ Adequate bracing. Diving area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. -o exits on three-story dwellings (Sec. 3303 & see Mezannines 1716). 14r.0'" Attic access and ventilation (Sec. 3205). Underfloor access and ventilation (Sec. 2516). -44-- Wood stoves, clearances, alcoves & 1 -hour shafts. 14o.0"O'Combustion air for fuel burning appliances. -+6—.Noise requirements on duplexes. l�dobe soils - special foundation design. Detaining walls requiring design. 1& --'-Unusual shape, size or split level house requiring lateral design. 17 - R.F.C. SURVEYORS, INC. 33.1 WALL STREET 11 • CHICO, CALIFORNIA 95928 • (91 6) 343-5841 DATE . SUBJECT ' .,— BY ` DATE « �•�• 1 iub � N SIGNED r,t;•,, ,, �..♦s, Item a NR 113 The Drawing Board, Dallas, Texas 75266-0429 m Wheeler Group, Inc., 1982 - _ RJSMUCTIONS TO SENDER v INSTRUC110PS TO RECEIVER: v ` 1. KEEP YELLOW COPY. 2. SEND WHITE AND PINK COPIES INTACT. _ 1. WRITE REPLY.' 2. DETACH STUB, KEEP PINK COPY, RETURN WHITE COPY TO SENDER. - WHEN RECORDED MAIL TO: Marvin A. Crites 581 Coyote May Chico, CA. 95928 ..Z.` 81-41281 Rf CMC MfOt ALrTCOp.CSCS a Y i'AArf SHOWN Uel OEC 29 FM 1+ 31 I D SZ CAN -'ACE J. GAUB3 u[Rf1-RECORD(R Ft� GIFT DEED �? �` '.y ! 3 bow CONSIDERATION of " love and Aff.cuon whkh ths prntor a bto Ow ro"48 , V I PC:. MARVIN A: CRITES and BEULAH F. CRITES, husband and wife do tweby wr, v.nl ane con.., So MARLA CRITES, a single woman all em row r.ow.ty M the smwzK unincorporated area of the County of Butte• . Sutr of C411111OM", d..alb.d tr See EXHIBIT 'A' attached here to and made part hereof for Legal Description. /41 otJ //- /.G) Ilea On.d DeeemiZeL21._13.BI _ / '��"'r•"'x�2�E • �-<<✓ , f 4'vi4 A, Crit sT.tE Of CALIFONMA r - COUNTY Of—Butte J FFF--B//Elulll{{a/�h F CritegC o -_December. 21. -1987 bet-." ud...q.ed . ""Pat w . d $o —d St.t., lt- .,n,.,,tp —d -Marvin A.--Crites-and— Beulah F. Crites -- -------------- -- ........................................... oe.sowly kt . to ..Im Po..d to... «,b. bt , Of Mt ,clay t pr':vL SI.L DONALD L. MULKEY ev *e 1 to b. try bM,a.0 .b., ttt.1 r— re.noed I. 11,10 'J:T Nor....a a::: -- c.l irMNi♦ -d .0 to— W.0 Pole. t••.....tNW i ,.��L.'•j��J �••,E �•w. tvrici tlr 1 My CO—Ossbn E.p+.es Ocloher /G. t%1 WITNESSV. my d,rd filer+./e,I�,(`J//1 Sq.t.. ^� L'</ /-" `! „(( �• ITn.. w.. yo- oN..�r .ww+r-a) . .. . NALD L. MUf,KF.Y / 1088 16/821 MAIL TAX STATEMENTS AS DIRECTED ABOVE vAC..rnvt -..++t run A.Conol M. u.t MAIL TAX 57ATEMENi510: INTF.kAF�AMI[.Y C(tNSiDEHI�I,j)N NT A�A«VV TMi1.M6M�iENMpTwAX«.Crwavoo�,r.«.�w. GAMY.-N(i oil tf.. A.P.N. 11-10-79 ��f'+.� .• o- .,.,,, ..,..,.•,-,,, �.; _ r... r.�.,:_' GIFT DEED �? �` '.y ! 3 bow CONSIDERATION of " love and Aff.cuon whkh ths prntor a bto Ow ro"48 , V I PC:. MARVIN A: CRITES and BEULAH F. CRITES, husband and wife do tweby wr, v.nl ane con.., So MARLA CRITES, a single woman all em row r.ow.ty M the smwzK unincorporated area of the County of Butte• . Sutr of C411111OM", d..alb.d tr See EXHIBIT 'A' attached here to and made part hereof for Legal Description. /41 otJ //- /.G) Ilea On.d DeeemiZeL21._13.BI _ / '��"'r•"'x�2�E • �-<<✓ , f 4'vi4 A, Crit sT.tE Of CALIFONMA r - COUNTY Of—Butte J FFF--B//Elulll{{a/�h F CritegC o -_December. 21. -1987 bet-." ud...q.ed . ""Pat w . d $o —d St.t., lt- .,n,.,,tp —d -Marvin A.--Crites-and— Beulah F. Crites -- -------------- -- ........................................... oe.sowly kt . to ..Im Po..d to... «,b. bt , Of Mt ,clay t pr':vL SI.L DONALD L. MULKEY ev *e 1 to b. try bM,a.0 .b., ttt.1 r— re.noed I. 11,10 'J:T Nor....a a::: -- c.l irMNi♦ -d .0 to— W.0 Pole. t••.....tNW i ,.��L.'•j��J �••,E �•w. tvrici tlr 1 My CO—Ossbn E.p+.es Ocloher /G. t%1 WITNESSV. my d,rd filer+./e,I�,(`J//1 Sq.t.. ^� L'</ /-" `! „(( �• ITn.. w.. yo- oN..�r .ww+r-a) . .. . NALD L. MUf,KF.Y / 1088 16/821 MAIL TAX STATEMENTS AS DIRECTED ABOVE 87-41181 EXHIBIT "A" All that certain real property situate in the unincorporated area of the County of Butte, State of California, described as follows$ A portion of the Northwest quarter of Soction 28, Township 22 North, Range 2 East, ft.D.D.iM., being also a portion of Parcel 1 as said Parcel is shown on that certain Parcel Map and Boundary Line Modification filed December 31, 1986 in Book 105 of Naps at pages 51 and 52, records of Butte County$ California and being more particularly described as follows$ Commencing at the North quarter corner of said Section 20 and running thence South 01.03112' East along the North-South center- line of said Section 28, a distance of 646.60 feet; Thence South 76155147" West a distance of 707.96 feet$ Thence South 01.03112• East 382.21 feet to the centerline of that certain sixty (60) foot vide roadway and public utility ease- ment described in Deed recorded March 11, 1964 in Book 1301 at page 130, Official Records of Butte County, California, which Point is also the Northeast corner of that certain parcel described in Deed to Boekelheide, at al, recorded June 21, 1966 in Book 1432 at page 140, Official Records of Butte County, California; Thence South 72"19148" West along said road centerline a distance 556.8a feet to the True Point of Beginning for the herein described parceL said point being also the Northeast corner of said Parcel It Thence continuing South 72.19148" West along said road center- line a distance of 66.03 feet to the beginning of a tangent 200.00 foot radius curve to the right; Thence along the arc of said curve to the right through a central angle of 28"57118", a distance of 101.07 feet to a point of reverse curvature and the beginning of a 200.00 foot radius curve to the left, the tangent to which bears North 78"42'54" West; Thence along the arc of said curve to the left through a central angle of 15"00'39", a distance of 52.40 feet; Thence, leaving said road centerline, South 01"03112" East along the Westerly line of said Parcel 1, a distance of 539.12 feet to the Southwest corner of said Parcel 1; ' Thence South 85°01127" East a distance of 40.22 feet) Thence North 01°03112" West a distance of 317.52 feet] Thence North 85°46155" East a distance of 244.41 feet to the Easterly line of said Parcel 1; Thence North 17°40'12" West along said Easterly line a distance of 240.59' to the point of beginning and containing 1.57 acres, more or less. U 81-41181 RESERVING THEREFROM the Northerly thirty (30) fact for road and public utility purposes being also a portion of tho ::outhorly thirty (30) feet of said sixty (60) foot wide easement recorded in Book 1301 -at page 130, Official Records of Butte County, California: ALSO RESERVING THEREFROM a pole line and overhead powor lino easement twenty five (25) feet in width and lvinq wer.terly and northerly of and contiguous to the followinq described line; Beginning at the Northeast corner of the herein abovo described parcel and running thence South 17.40112" East along the Easterly line thereof a distance of 240.59 feet; Thence South 85.46155' Wnst along the Southerly lino of the herein above described parcel a distance of 125.00 fact. TOGETHER WITH an easement 50 feet in width for roadway and public utility purposes for the benefit of and appurtenant to tho property along with the right of use and maintenance of said purposc;:, more particularly described as follows; COMMENCING at the North quarter corner of Section 28, Township 22 North, Range 2 East, M.D.B.LM.: Thence South 01.03112' East, 646.80 feet along the center lino of said Section 28; Thence South 76.55'47' %lest, 707.96 feet; Thence South 01'03'12' East, 350.90 feet to the True Point of Beginning for the easement herein described; Thence from said point of beginning, South 72'19'48" West, 631.64 feet to the beginning of a 170.00 foot radius curve to the right; Thence along the arc of said curv3 through a central anglo of 28.57118' an arc distance of 85.91 feet to the beginnin,.1 of e 230.00 foot radius curve to the left, whose tangent at this point bears North 78.42.54' West; Thence along the arc of said curve through a central angle of 28'57118' an arc distance of 116.23 feet; Thence South 72.19148' West, 381.83 feet; Thence South •11'17'20" East, 312.46 feet; Thence South 17'27'20' East, 33.57 feet to a point on the North line of the Stilson Canyon Road; Thence along the North line of said road, North 75'54140" r:aut, 60.10 feet; Thence North 17'27120' West, 33.41 feet; Thence North 11'17120" West, 237.74 feet to the beginning of a 20.00 foot radius curve to the right; Thence along the arc of said curve through a central angle of. 63'37108' an arc distance of 29.18 feet; Thence North 72'19'48' East, 310.28 feet to the bec.linning of a 170.00 foot radius curve to the right; Thence along the arc of said curve through a central angle of 28'57118' an arc distance of 85.91 feet to the Eoejinninq of a 30.00 foot radius curve to the left, whose'tangent at this point bears South 78142'54' East; Thence along the arc of said curve, through a central angle of 28"57118' an arc distance of 116.23 feet; Thence North 7:'19148" East, 613.74 feet; Thence North 01"03.12" West, 62.61 feet to the ;Koine of ' . END OF DOL;UMENi PORT/ON ' "ECT/ONS 28 E 29, T. 22N. R. 2E. 05 - / �PTN 2' t 75 5.76""49S 8d P/M 71. 17/18 t '/M 63. 97' 0 1 35 15 •£ j COR 180.3 63 29 O a O�Mi 180.5 j171 17172 I 3 J.J94C o 1 �0 ^ N �.�� t..t 2. or Ac � o > 7 2� c 6Q-r214P11L50N � � 77 0� i 5 13 ' CHIC r�Cr b 1 1 1r-� 'A C� d Z394C N >�LE .r v - / �PTN 2' t 75 P/M 71s7a ILod4C P/M 71. 17/18 t '/M 63. 97' 61 1 35 15 •£ j COR 03 N. P4 COR. /'ci40C t �.i i IW' T )7i%•' 1 e 1.4 61 1 35 15 135 I F 5 � ✓gB h I • •. `o RS96-95 PN105.9/ 61 2 ...+�..•.. 2.09 -` 4.06AC CSEEK I $ 'A •' '.: {'•. 83 5 1.04 M105 -51t ,N SZ -4i'' „1.02 ^ 'a• i .i �, �' trRpAO faGr3 r CJ /S 46O 43 Y 7 0 .a v 40 Il ?j 571CSON ' 4 4J 7 �•�^ I. T1 _ 43 ora �1 �� r r•7 :. CANYONm 71 72 27 m 101 91 'o t. a r.7rr a.a rr 1 ,r1„ u ► 3' LA 09 0 C4NYON SUBDIVISION \ PM 7OQSt 1.38• rc n J •'1�.� \ 30 P/M4 68' S d W. IIS INS .Ja IJ''CLE, R Of SEC IB 1 .1r 11; r:•, 05 Assessor's Mop No. I1 — 10 County of Butte, Calif Aup. /966 r�pr ('artifiratP of f mmnlinncP-_ Rpcidential Project Address / Documentation Author .. ance l 1 S Cr_A.l Point System or GENERAL INFORMATION Total Conditioned Floor Area: ft2 (Page 1 of 2) CF -1R Building Permit M Checked By / Date Enforcement Agency Use only Building Type:X_ Single Family Hotel/Motel (check one or more). t Multi -Family (less than 4 stories) Addition Left...... Multi -Family (4 or more stories) Existing -Plus -Addition Front Entry Orientation: North East / South / West / All Orientations (circle one or more) Number of Dwelling Units: py,.2 Right.... Floor Construction Type: Slab /Raised Floor (circle one or both) ( ) Infiltration Control: <eird ight (circle one) Skylight....... BUILDING SHELL INSULATION Component Insulation Location/Comments Type R -Value (attic, to garage, typical, etc.) Wall.. ..... 5%7– �s ✓ iWK . Wall .... Z...... 141— K Roof ............. Re— Roof Floor ............. tv A -r-61n ---all AT l r Floors... Slab Edge ..... GLAZING Shading Devices Glazing Arca Glass Type Interior Exterior Overhang Framing Type Orientation (sf) (single, double) (roller blind, etc.) (shadescreen, etc.) estno) (metal/wood) Front.... W) 72 4 sL&c a Front.... ( ) Left...... (S) Af •• Left...... _ ( ) Rear..... (5) 116 t5 1% Rear ( ) Right.... (U)) :7!5_ Right.... ( ) Skylight....... l Z .t Skylight....... THERMAL MASS Maes l t,t. qes tt Typc/Covering Area Thickness (slab/exposed, tile, etc.) (sf) (inches) Location/Description (kitchen, bath, etc.) 2•ie4-kTk i if SI dja 2321, Certificate,of Compliance: Residential (Page 2 of 2) CF -1R M AR LA CSL.17U S RIRS U- �� c(ha /88 Project Title Date HVAC SYSTEMS Minimum Duct Type (furnace, air Efficiency Location Duct Output Manufacturer/ Model # conditioner, heat pump) (SE, SEER,HSPF) (attic, etc.) R -Value (Btuh) (or approved, equal) ■ •�.. �. � ate; �L� �[ • _ ... � Maximum Furnace Heating Output:_ Btuh HOT WATER SYSTEMS Tank Manufacturer/Model # i al Featu Z SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Chapter 2-53 and Title 20, Chapter 2, Subchapter 4, Article 1 of the California Administrative code. This certificate has been signed by the individual with overall design responsibility and the building owner, who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, all building conservation features which vary are indicated in the Special Features/Remarks section. Designer Name: Title/Firm: Documentation Author (( . Name: �A' VP.&& O -OL Title/Firm: Address: sac Telephone: (signature) (date) Form Revised March 1988 Building Owner Name: .✓ Q Title/Firm: Address: , Telephone: (signatur) (date) Enforcement Agency Name: Agency: Telephone: (signature or stamp) (date) n Point System Summary: Climate Zone 11 MAF=I-AG� I'fS 12SID�1�� �j I 8 Project Title Date BUILDING DATA Conditioned Floor Area � � I S*7 Number of Stories LZ Slab/Raised Floor 5 UlB Check all applicable Unit Type condition(s): D4 Single Family Detached (SFD) [ ] Addition Alone Single Family Attached (SFA) [ ] Existing Building [ ] Multi -Family (MF) [ ] Existing -Plus -Addition P-21.. SCORE CARD Glass Area / %Glas3 North%Z 51^�412) East South �. A West Skylight_ Q• Q� Total 3LL-1aF SCORE CARD Measures Point Scores 1. Ceiling Insulation or O R val t, ,nlue 10.0301 Wall Insulation a;�U ) 9.1( r or 0. 12- a (dJ .2. R -value [ 11 ] — U -value [0.098] 3. Raised Floor Insulation R -value [ 191 13 -value (0.037) 4. Slab Edge Insulation_ or ►t R -value [01 F2 factor 10.77] S. Infiltration Standard� 1 C kAot rv�w, j 0 6. Glass Heat Loss /.957,/ / 7 -1, -Z % -t- I_ t 3 Type [double] -value [0.65]' % Total Glass [ 16] Sum 1.6 7. Shading (Shade Open) /U % GlassSC Eff. % Glass a. North 4.0 x a Pv 7- = 3.2 D b. East S b X c. South 7.9, x d. West S. 0 x e. Skylight - 0.% x 8. Shading (Shade Closed) - i,ows.I&(c2,VC( 1(g(41 vv flew s kat-tdsz•S R'oGlass SC Eff. % Glass a. North !i, z x _ . Z �j _ = I. 3 1 b. East -57,22 x = 1, to O c. South z x = 2, z- — 3 d. West S. D x = 1.4 O , e. Skylight ��Q� x = .2- 29. 9.Interior Thermal Mass 29-7 3. 10. Exterior Wall Mass Interior Mass/CFA . 33 5 ±�Z 11. Heating System Exterior Wall Mass O x (t O = t 0 Sum'. �Zonal Control? ( Y / N) SE or HSPF [0.72/6.6] Duct Efficiency [0.78) Effective SE or HSPF [0.56/5.151 12. Cooling System q.,5 x _1 , 0 Q ► 5 Zonal Control?'( Y / N) SEER 19.51 Duct Efficiency (0.74) Effective SEER [7.03] 13. Water Heating C7 i Type (SG) Credit [none] Point Total: Form Revised March 1988 Thermal Mass Worksheet WS -111 MA" C19 ITES 'Rte I 130 /±A Project Tttie Date INTERIOR THERMAL MASS Use one of the two following options for calculating interior mass as explained in Section 4.2 of the Energy Conservation Manual (ECM). Method B must be used for mass elements that have an interior unit mass capacity less than 1.7. Method A: Look up the Interior Mass/CFA value from ECM Table 4-7 reprinted on the reverse side of this page. Type 1 mass has a Unit Interior Mass Capacity (UIMC) greater than or equal to 4.2 (see ECM Tables 4-8a and 4-8b reprinted on Attachment). Type 2 mass has an UIMC greater than or equal to 1.7 and less than 4.2. Mass % is the mass surface area divided by conditioned floor area (CFA). For mass elements exposed on both (two) sides to conditioned space, enter the area of only one side to calculate the percentage.CuS" atd� vaj�g S� Mass % br�L� Type 1 Mass Area: 56 F ma Type 2 Mass Area: Z F ..SS % Interior Mass/CFA from Table 4-7: 2 #7 Method B: Calculate the Interior Mass/CFA value using the worksheet space below. Look up the Unit Interior Mass Capacity (UIMC) for each interior mass surface in ECM Tables 4-8a, 4-8b and 4-9 reprinted on the Attachment. Include the interior surfaces of exterior mass walls. For interior mass walls exposed on both (two) sides to conditioned space, enter the surface area of only one side. Include the inside surfaces of exterior mass walls as explained in Section 4.2 of the ECM. Unit Interior Description Mass Area Mass Capacity X X = X = X = X = . EXTERIOR WALL THERMAL MASS Interior Mass Capacity Total CFA Interior Mass/CFA Calculate the Exterior Wall Mass of all exterior walls. Look up the Exterior Mass Factor for each opaque wall element from ECM Table 4-9 reprinted on the Attachment. Only exterior mass wall surfaces may be included in this calculation. Descniptjorj Conventional Walls Form Revised March 1988 Opaque Wall Area, 7-4 x X Exterior Mass Factor Sq 7 0 = �_ 597 Total a04- I� 7A Total Opaque r Wall Area Wall Mass Interpolation, Weighted Average & Addition Worksheet Project Title Date WS -2R a The use of interpolation is illustrated in Section 4.3 of the Energy Conservation Manual (ECM). Evaluate the expression between the vertical brackets, make it positive (+) whether negative or positive and add the value to the "Low Points" to obtain the Point Score. b Mixed raised floor/slab-on-grade construction and Glass Heat Loss are area -weighted according to point scores not U -values. Other measures are weighted according to their respective values (e.g., U -value, shading coefficient, HVAC efficiency) as explained in Section 4.2 of the ECM. Insulation may be weighted by point scores or U -values. c Different slab edge types and duct conditions (duct insulation and location) are weighted by length. All other measures are area -weighted as explained in Section 4.2 of the ECM. d Compliance of additiorgs1with the point system is described in Section 4.4 of the ECM. INTERPOLATIONa Value Low for Low Actual Item Points Points' Value Value Value High Low for Low for High Points Points Points o Points Point ,to (n) (A) _-'I (B) (E) .S Score mad WALLS � '�+ I(o,�S - 03�Z )x(,&4? + �c _ G+ + -J )x( - ) + c )I — + Ic - )x( - ) + + Ic - )xc - ) + + Ic - )xc - ) + -- + ( - )x( - ) + + I - )x( - ) + + Ic - )x( - ) + + Ic - )x(I - ) + WEIGHTED AVERAGE W.,." a,,." iwsul• s}ud Weighted Item No. U. WALLS J_ K K K K K K K / Type 1 Type 2 / T 2 Type 3 Type 3 Total Averapbe Are ` Value / rea Value Area Area° Value )x' )X -1-2 ,5,f) ( )l +20 )x( ''1(0)+( )x1( )+( )x( )] + _ )x( )+( )x( )+( )x( )] + )x( )+( )x( )+( )x( )] + )x( )+( )x( )+( )x( A + _ POINT GOAL OF EXISTING-PLUS-ADDITIONd Existing Existing Building Building Addition Addition Point Total Area Point Goal Area K ) x .( ) + ( 0 ) x ( I Form Revised March 1988 Existing -Plus Addition Point Area Goal )l - + COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541�`�� APPLICATION AND PERMIT ASSESSOR PAR EL NUMBER �— /() — -75 ZONING 5 (Z I BUILDING PERMIT OWNER I p f w r �C 5 TELEPHONE SQ. FT. OCC.1 BUILDING VALUATION OWNER'S MAILING ADDRESS CONT TOLRS NAM /� ! f f...,1•C_� '"' `'t•j`l ll �� err ?�✓ O TELEPHONE �y 2' •3 —3' C 'tis ) uC CONTRACTOR'S MAILING APDRE53 r_� % j.4y��, ' .f� t,'�/f C�'h y'�/►,t�;.� (f K-- / (� Fireplace — CONSTRUCTION LENDER ' UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 10.00 Permit Fee ; ARC ITECT OR ENGINEER �' L• LICENSE NO. Plan Checking Fee $ e--4: Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS !_! iL /•., ;i y1i� �rL.J - Penalty $ BUILDING ADDRESS I Permit fee $ , v -o PLUMBING PERMIT Filing Fee 10.00 SC3 0 o f�1,),-2,, OEach Trap 2,00 �lV—c7 C /C a Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP r Water piping 5.00 Each qas water heater or vent 5.00 , USE OF STRUCTURE SF�k] Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 ,0--v Mobile Home S I G I W 10.00 ea TYPE OF WORK New Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: �� . I I, Permit Fee $ ' , Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service e00V OR LESS 100 AMP OR LESS 10.00 t� Main service EA. ADD'L 100 AMP 2,50 ONTRACTORS LICENSE LAW 1 declare -under peP aE y of perjury (check one): ` I am- licensed under provisions of Chapt. 9, Div. 3 of the Business / wand Professions Code an my license is in full force and effect. `J License No. Classification - Elas the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ 1,a (Sec. s the owner, am exclusively contracting with licensed contract- 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST./ DWELLING OCCUP.rY , �3 OR ACDNS. ( ACC. SLOGS. 2dsq,ft NEW CONSTR TI -OUTLET NON-RESBRANCH CIRCTS 2.50 ea POWER APPARATUS 6 (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES .0050t DAL030 FIXED ALNS. Ex. OCCup. OUTLETS P(RESID )REA.1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ (o 13, RKMEN'S COMPENSATION INSURANCE I declare underlenalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling g Hood 3.00 Ventilation Permit Fee = 6-t) Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X t' J �'�1 %(���` Date-/tvi_L.- Signature of Applicant — Owner ❑ Contractor ❑ Agentl_ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee ,( TOTAL PERMIT FEE / $ OCCUP. CON3T.T7 sCNooT�oD V PARC t/ PD ND SSUE This permit is hereby issued Under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC BY PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date over Receipt No. / �? 7 WNITE-D.P.W.. TELLOW-ASSES30A,;PINK-INSPECTOR. GOLDENROD -APPLICANT September 3, 1988 James Joseph January ARCHITECT ENGINEER BOX 97 COHASSET STAGE CHICO, CALIFORNIA 95926 19161342-1386 Mr..Jim Glander, Building Official County of Butte 7 County Center Drive Oroville, CA. 95965 Re: Plan Check of residence for Marla Crites, Permit No. 2453-88 Dear Mr. Glander: I have checked the drawings, sheets 1 thru 8, the Truss calcs. pages 1 thru 5, Structural Calcs. pages 1 thru 10 and the specifications pages 1 thru 11 and.find no major problems. I have noted only a few minor items in red on the plans and calcs. but the only question I have is there is no information on the heating system. If you have any questions give me a call. Sincerely, James J. January JJJ:cj enc: Energy Forms: 2 pages, 2 sets Plans, sheets 1-8 Truss calcs, pages -1-5 Struct clacs, pages 1-10 specifications, pages 1-11 RAMMED EARTH WORKS - WILSEYVILLE, CA 95257 _ 15 Sep 88 Mr. Jim Glander . A K Building Dept.,,County of Butte 7 County Center Dr. ` - .Orovi l l e, Ca 95965 ` Re: Cri tes- (APN 11 , 10-79) Dear Mr. Glander: I a Your department has informed myself and the Architect for this job of f your need of standards for the construction process in which we specialize. To -that end I enclose a copy of the Specifications for Dry -Pack Soil -Cement. , Other data which may be of interest to you are the Sieve Analysis and the results of some preliminary Compressive Strength tests, which we will, use to formulate mixtures of material and additives for both strength and aesthetic criteria. r - f We are a state -licensed contracting company whose primary activity in ' the last eighteen years has been the construction of Rammed Earth buildings. We have successfully built in approximately fifteen of California's counties. In addition, we have consulted.on numerous owner - builder projects, one with which I know you are familiar, the Berger/ White house in Chico. I If you require more information, please let me know; my local phone number is 893-3068. , Sincerely, Larry Anderson b cc. Carol Venolia lT I File No. a-= 1 BUTTE COUNTY (For Action 1, 2, 3, Public Works Dept. (For Information t/ ) Director t Dep. Dir. P Sec. Rd. & Br. Mtce. Shop & Yards Bldg. Insp. Admin. Design Engr. Bridge Engr. Constr. Engr. Surveys Mapping Transp. Land Dev. Drng. /S.I. Sub. & Pcl. Maps Permits Addr. IA Specifications for Dry -pack Soil -cement (referred to in these' documents as Rammed Earth) 1. Soil shall be clean, well -graded, and free of organic matter, with no aggregate greater than 2.5 inches in diameter and with no more than 25% passing through a 200 mesh screen. 2. Portland cement Type II shall be added at the rate of one and one-half sacks per cubic yard (776 by volume) and thoroughly mixed. Mixing shall be accomplished as follows: An accurately measured amount of soil shall be deposited on a firm and clean mixing area, and spread evenly to_a depth of approximately 12". Dry cement shall be spread uniformly on top of the clean soil. The number of sacks of cement should correspond to the ratio of one and -one-half sacks per cubic yard. Mixing shall be by tractor mounted rototiller and shall continue.unittl the mix is totally uniform in color and appearance. 3. Water shall be added during mixing to obtain optimum moisture level (approximately 13% by weight) for maximum compaction and for adequate hydration of the cement. 4. Prepared soil mix shad be placed into the forms in maximum lifts of six inches 'and -cumpacte% iu yy b. 5. The Rammed Earth shall obtain a minimum ultimate compressive strength of 330 PSI at 28 days. : f t, Carol Venolia, Architect P. 0. Box 694, Gualale, CA 95445 Marla Crites Residence 584 Coyote Way Chico, California August 13, 1988 ADDENDUM 1 1.' Change floor plan, utilities, and door schedule at doorway between Bath 2 and Marla's Bedroom in accordance with attached drawing titled "Revised Bath 2 Doorway - Addendum 1, Item I". -_On Door Schedule; eliminate door 19, and replace with: one pair bi-fold louvered doors'(5'`-0"xB•=8" opening), one bi-fold louvered door (1'-10"x6'-8" opening) 2. Construct rammed earth pump house as shown on Site Plan. Outside dimensions to be 6 feet by ten feet. Gable roof to match house fEoof in slope and materials. Provide door on east side, window on north, and interior light with pull chain. 3. Install screened vents under windows 17 and 18 on north wall of house. Provide weatherstripped, insulated, wood -sheathed doors with latches. 4. Detail 2,.Sheet 6:' Change frieze block insulation venting. In place of screened notches, use prefabricated 2" diameter vent covers in drilled holes, two per rafter -space. Items 5 - 12 refer to Specifications: 5. Section 8, Item 4. Add: O'Keeffe HorizonLite Skylights, double -glazed; frame to have 'dark bronze anodized finish. AtGstairway, use model #2840; operable; at greenhouse model # 3668. Install.perimeter frames on a bed of non -hardening butyl or silicone sealant. Secure frames to curbs with round head wood screws. Collar flash at ends of curb, and step flash at sides of curb. 6. Section 9, Item 1.c. Change texture to knock -down at all sheetrock walls. u . 7. Section 10, Item 1. Change to: Install bathroom accessories (towel bars and toilet paper holders) as shown on drawings: oak accessories from Sonoma Woodworks at Bath 1; standard chrome.accessories at Bath 2. Provide blocking behind towel bars. Crites Residence, Addendum 1, Page 2 of 3 8. Section 10, 'Item 3. Change .to: Install oak surface -mounted medicine cabinet from Sonoma Woodworks, Inc., model # 306. 9. Section 11 , •Item 1. - — Add: Dishwasher:-InSinkerator 400 Eliminate: garbage disposal 10. Section.16, Item 6. Change to: Switches, phone jacks, and outlets shall be plastic; Owner to select color. 11: Section 16. Add: Item 9.' Design and install refrigerative cooling system. Locate unit in cabinet space above Marla's Bedroom closet if possible. Owner and Architect to approve duct locations. 12. Allowances. Eliminate: garbage disposal Add: Range hood: 5500..00 Flo, �x Camel LIP" L-7 A, 6-70 7) eO4 - 451 Carol Uenolie, Architect P. 0. Box 694, Gualele, CA 95445 Marla Crites Residence Seotembet-151-1988 584 Coyote Way Chico, California ADDENDUM 2 Specifications 1. Section 3.2. Change to read: "All concrete shall be a 51 sack -mix and shall attain 3,000 psi minimum at 28 days. Maximum aggregate size shall...be 3/4". Maximum slump 3-1/2", plus or minus 1/2". Inform Architect when concrete will be delivered. 2. Add Section 6.'2.ps Manufactured wood trusses shall be designed and fabricated in accordance with the 1985 Uniform Building Code. Minimum grade of lumber to be used shall be #1 Douglas Fir. Design for minimum Dead Load 12 psf, , Live Load 16 psf. . 3. Section 6.3.a. Change exterior siding type to five -quarter rough cut. cedar. The, remainder of 6.3.a shall remain as before. This material shall also be used for form/trim boards. Other 4. Porch and greenhouse floors, designated on'drewings as brick, shall be Terratile, sealed. 5. The following items are now to be designated Not in Contract; and shall be the responsibility of the Owner: septic system, well, cabinets, and appliances (the latter as designated on Sept. 72 1988 bid at $3,500.00). END OF ADDENDUM .2 9t r Carol Venolia, Architect P. 0. Box 694, Gualala,.CA 95445 Marla Crites Residence September 21, 1988 . 584-'Coyote Way Chico, California CORRECTION`JO ADDENDUM 2 Specification Section 3.2: concrete shall attain 2,000 psi minimum at 28 days. All other items in this section shall remain as stated in Adendum :2, dated September 15, 1988. END OF CORRECTION CAROL VENOLIA, ARCHITECT P.O. Box 694 • 39000 Highway One • Gualala, California 95445 • (707) 884-4513 September 21, 1988 J. F. Glander, Chief Building Inspector County of Butte Department of Public Works 7 County Center Drive Oroville, CA 95965 RE: Crites Residence, Building Permit Application #2453-88 Dear Mr. Glander: Yesterday I mailed you information and revisions for the above job. as requested, but I neglected to return the drawings and truss calculations that you sent me. They are enclosed, and I apologize for any inconvenience I may have -caused.- Please aused.Please note that I am also enclosing a correction to an addendum which I sent you in yesterday's package; it addresses a typographic error. Thank you.. Carol Venolia Encl. r ! ' CAROL VENOLIA, ARCHITECT P.O. Box 694 • 39000 Highway One • Gualala, California 95445 • (707) 884-4513 September 19, 1988 J. F. Glander•, Chief Building Inspector County of Butte Department of Public Works 7 County Center Drive Oroville, CA 95965 RE: Crites Residence, Building Permit Application #2453-88 Dear Mr. Glander: In response to your September 8, 1988 requests, I am enclosing revised working drawings and completed C.E.C. compliance forms. I have also reviewed the truss calculations and details you sent, and find them satisfactory. Information about rammed earth quality control should be covered in a letter to you from.Larry Anderson of Rammed Earth Works, dated September 15,. 1988. On Sheet 6 of the plan -check set,.the question(s) "top plate?" is answered by Detail 7 on Sheet 7; the engineer who designed the detail refers to the plate on which the second floor rests as a sill. Also, the question on Sheet 8 about heating is answered by Section 15.2 of the Specifications. If there are further questions about heating or cooling, Larry Anderson of Rammed Earth Works (893-3068) can answer those, as Rammed Earth Works is the designer/installer of those systems. I am also enclosing for your records copies of Addenda issued since the Working Drawings and Specifications were first issued. I hope that your concerns are satisfied by the enclosed information and alterations. Sincerely, Carol Venolia t„ Encl. COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA 95965 PHONE: 916-538-7.541,. Carol Venolia P.O. Box 694 Gualala, CA 95445 With reference to the above subject: Attached is: DATE Sept. 8. 1988 RE:Building Permit Application #2453-88 for Marla Crites A.P. # 11-10-79 Application for permit Mobilehome Utilities Installation Sheet Building Plans Mobilehome Installation Information Sheet Engr. Calcs Typical Plan Sheet Owner -Builder Verification Form List of Codes Enforced OTHER One set of plans & truss details We need the following information: Permit application signed and completed where indicated with all copies returned. Fees of $ payable to Butte County Treasurer. Certificate of Workmen's Compensation Insurance or check exemption statement. Contractor's License Law information or check exemption statement. Complete plans in including plot plans. Plot plans in Structural details in Complete plans and calcs in by registered engineer or architect. Energy design.including Street and drainage improvement plan approval from Land Development Section sets of plans in accordance with the,'changes marked in red. Sanitation approval from Butte County Health Department at: 196 Memorial Way,' Chico 7.County Center Dr., Oroville Skyway & Elliott Rd., Paradise (DPW). Planning approval from Butte County Planning Department, 7 County Center Drive, Oroville, for Completed Owner -Builder Verification Recorded copy of deed showing Recorded copy of agricultural acknowledgement statement. form. pencil on plans and return marked -up set. Review truss details and return Should you have any questions concerning the above, please contact this office. JFG/a j Yours very truly, William Chef Director of Public Works .F. Glander Chief Building Inspector Y RAMMED EARTH WORKS BLUE MOUNTAIN ROAD V ILSEYV ILLS, LA 93237 July 2% 190 Chief Plan Checker Butte County Building Department Chico, California ` Dear Sir: This is to inform you and your staff that Larry Anderson is an employee of Rammed Earth Works, and has authorization to sign all permits and documents relating to the Marla Crites residence. Rammed Earth Works is a General Building Contractor, holding California License number B 389112, a copy of which is attached to this letter. Our workmen's compensation insurance is provided by State Compensation Insurance Fund, policy number 563249. David Easton, owner Rammed Earth Works Carol Venol•ia, Architect P. 0. Box 694., G_ualala, CA 95445 Marla -Crites Residence July 30, 1988 584 Coyote Way Chico, CA SPECIFICATIONS CONTENTS Section Page 1. General Requirements..... .1 2. Site Work ...............:..............3 3. Concrete................................4 4. Masonry............ ....................4 5. Metals...... .......................5 6. Carpentry........ .................. 5 7. Thermal and Moisture Protection ......... 7 8. Doors, Windows, and Glass . ............:8 9. Finishes .......................... ....8 1.0. Specialties........ ..9 11. Equipment... ....................... ...9 12. (not included) 13. (not included)_ 14. (not included) 15. Mechanical and Plumbing................10 16. Electrical...'..........................11 Allowances ..... ............................11 SECTION 1 - GENERAL REQUIREMENTS 1. This contract shall be written on AIA Document A107, 1987 edition. The scope of the work shall include construction of a single-family residence with carport, driveway, deck, fenced propane tank, well, septic tank and leachfield, and related sitework as defined in these specifications and 'related drawings. 2. All construction and procedures shall comply with national, state, and local codes as they apply. 3. All•work shall be done to the highest standards of craftsmanship. 4. The drawings and specifications shall be complementary; whatever may be.indicated or implied in either of them shall be as though shown in both. 2 CRITES/VENOLIA 5. All work shall conform to existing site conditions. 6. Do not scale drawings; written dimensions take precedence. Written notes take precedence over drawings. 7. Any discrepancies within the drawings, or between the drawings and specifications, shall be communicated by Contractor to Architect, and shall be resolved before.commencement of construction. 8. All dimensions and details to be verified by Contractor before commencement of construction. 9. Any changes or modifications to construction documents shall be approved in writing by Owners,. Architect, and Contractor prior to implementation. 10. Temporary facilities for protection of tools and equipment shall conform to local regulations, and shall be the Contractor's responsibility. 11. Contractor shall present the building to the Owner for acceptance, clean and ready for occupancy. All glass shall be cleaned and polished, floors swept broom clean, fixtures washed with all labels removed, and the exterior hand -raked free of trash and debris. 12. All space heating shall be done in a safe, sensible manner, with periodic checks of 'the systems, and shall comply with State Industrial Commission and O.S.H.A. regulations. 13. Rental charges, safety, protection, and maintenance of rented equipment shall be the Contractor's responsibility. 14. Contractor shall maintain the Job clear of trash and debris as defined in Article 9.9 of the General Conditions. All waste materials shall be removed from site prior to final acceptance. 15. Costs for use tax, sales tax, and other charges related to construction of this project shall be included in the contract price. Building Permit fees will be paid by the Contractor. 16. These -documents do not include the necessary components for construction safety. Safety, care of adjacent properties during construction, compliance with state and federal regulations regarding safety, and compliance with Article 9.12 of the General Conditions are, and shall be, the Contractor's responsibilities. • 3 CRITES/VENOLIA SECTION 2 - SITE WORK 1. Site Clearing: a. Clear the building construction area and all areas to be paved of vegetation. Use reasonable care to protect major existing vegetation. b. Strip areas to be cut or filled of surface vegetation and of the upper few inches of soil containing abundant roots and organic matter. Stockpile stripped topsoil at a suitable temporary location for reuse. C. Remove boulders or cobblestones encountered in the course of stripping or excavation; stockpile at a suitable temporary location for reuse.. 2. Earth Work: a. Excavate to firm, undisturbed, native soils below topsoil or compressible soils to provide solid bearing for all footings. Depths to footings shall -meet or exceed those shown on drawings. b. If unusual conditions are encountered during excavation (i.e., hard rock and/or soft soils and/or water), the Architect shall be notified prior to placing forms or continuing work in that area. C. Any boulders encountered in the course of foundationn excavation shall be removed. Where footing bears on a hole created by boulder removal, the.hole shall be filled with concrete, and the soil shall be compacted around the edges of the footing. Boulders shall be stockpiled for Owner's use. t d. All soils work shall be done in accordance with.Chapter 29 of the 1985 UBC. e. Grade driveway and paths as shown on Site Plan. Driveway to be 4" of 3/4" crushed gravel over 6" shale base; confirm after grading. f. Excavate for utility trenches, well, septic tank and leachfield, and drainage as indicated on Site Plan. g. Construct septic system according to the standards of Butte County and the conditions of the Sewage Disposal Permit for m n� this site:A 1,000 -gallon septic tank, min. two leach lines with a total length of 125 feet; 24" wide trenches, leach lines max. 36" below grade, 6" of rock below tile. CRITES/VENOLIA h. Backfilling operations are the responsibility of the Contractor. Foundation walls shall be adequately braced before backfilling. i. Excavate, fill, and regrade site to finish grades shown on Site Plan and Elevations. Spread uniform layer of existing topsoil over entire graded area, except at driveway and paths. Remove excess subsoil from site.. SECTION 3 - CONCRETE 1. All concrete shall conform with Specifications for Structural Concrete for Buildings (ACI 301-72), revised 1981. 2. All concrete shall be a 5 sack mix and shall attain 2,000 psi mimimum at 28 days. Maximum slump 3-1/2", plus or minus 1/2". Inform Architect when concrete will be delivered. 3. Reinforcing bars shall conform to ASTM A-615 deformed bars with a minimum yield stress of 40,000 psi. Steel shall be kept clean and free of rust. 4. All concrete form work shall be adequately tied together and braced to form true lines, square corners, and plumb walls. 5. Use 1/2".diam. x 10" anchor bolts (AB) @ 48" o.c. where not otherwise noted. 6. Include in concrete placement all anchor bolts, post anchors, holddowns, etc. as shown. 7. Maintain concrete above 50 degrees Fahrenheit and in a moist condition for at least seven days. Protect concrete with moisture barriers or chemical additives as required to assure quality.surfaces. SECTION 4 - MASONRY 1. Rammed earth walls: main floor perimeter walls (see Plans) to be'18" thick rammed earth, constructed to the highest standards of the trade. Seal with a clear sealer inside and out. 2. Terratile floor: main floor to be soil cement with pressed tile pattern, grouted and sealed, constructed to the highest standards of the trade. 5 CRITES/VENOLIA SECTION 5'- METALS 1. All steel connectors, post anchors, framing devices, etc. shall be Simpson or equal, installed with nails, bolts, *- fasteners, etc., as recommended by manufacturer. 2. Structural steel shall be A-36 steel minimum. 3. All nails used on exterior siding and fascia shall be stainless steel. All other nails used shall be galvanized, non- corrosive. All plywood nails to be of common wire and to have full round heads. Nails must not be overdriven. 4. Flashing - see Section 7. SECTION 6 - CARPENTRY 1. All carpentry shall be carefully and accurately laid out, cut, fitted, and erected. Brace, plumb, and/or level all members. All beams and joists shall be seat cut for full, firm ,.bearing at supports, beam sets, and column caps. Solid block ,foists and beams at bearings and ends. Block all 2x1Os and 2x12s @ midspan (8' o.c. max..). Provide blocking as required for proper nailing or for framing members and plywood. Nail, spike, and bolt as shown or required. 2. Rough carpentry: a. All lumber shall be-S4S unless otherwise indicated. b. Sill plates at foundation and concrete bond beam: pressure - treated Douglas Fir. C. Studs and blocking: Standard or better Douglas Fir. 2 x 6 studs at exterior walls and interior plumbing walls and/or as noted on plans. 2 x 4 at all other interior walls. Stud spacing . 16" o.c. typical. d. Joists and headers: #2 Douglas Fir. e. Beams and girders: #1 Douglas Fir, free of heart centers. f. Posts: #1 Douglas Fir. g. Deck joists: Construction Heart Redwood. h. Exterior decking and steps: 2 x 6 Construction Heart Redwood. CRITES/VENOLIA i. Deck posts: Construction Heart Redwood. j. Floor sheathing at wood framed floor: 5/8"-T&G plywood (48/24) CD with 10d @ 6" o.c. edges and 10" o.c. field. Lay perpendicular to and glue to framing.members. k. Roof sheathing: 1/2" plywood (32/16) CD or CC with.8d @ 6" o.c. edges and 12" o.c. field. No panels less than 24" wide shall be used. 1. Roof sheathing at overhangs, greenhouse, and porch roof: 1/2" AC Exterior plywood (32/16), applied with A face down. M. Wall sheathing: all exterior wood -framed walls are to be sheathed with 3/8" plywood (32/16) CD Exp. 1 and nailed with 8d @ 6" o.c. edges and 12" o.c. field. n. Form/trim boards for concrete post -and -beam system: 1x8 #1 clear cedar, kiln dried. o. All wood in contact with rammed earth shall be redwood or cedar, or shall be treated with a preservative. 3. Finish carpentry: a. Exterior siding: Board and batten; 1x12 boards with_1/2"xl- 1/2° battens, #1 Clear cedar, kiln dried. Dip siding'in Cabot's Bleaching Oil, #0241, in accordance with manufacturer.'s printed instructions. 540cr{c a. J vklt;I si d i -n Q Z�-O'�o.c, .ie�►�t- b. Fascia and trim: #1 clear cedar, kiln dried. Dip in Cabot's Bleaching Oil, #0241, in accordance with manufacturer's printed instructions. Also treat exposed roof sheathing and rafter tails at overhangs with Cabot's #0241. C. Exterior deck handrail and fence cap: 2x Redwood, construction heart. See drawings for sizes. - d. Interior wood trim: clear select cedar. e. Cabinet work: provide and install prefabricated cabinets at Kitchen and Bathroom. See Allowances.. Custom Cabinetry: see Allowances. CRITES/VENOLIA SECTION 7 - THERMAL AND MOISTURE PROTECTION 1. Insulation: a. Batt insulation, foil faced, with facing installed against living space. R-19 @ exterior walls and floors over unheated space; R-38 @roof. All insulation cavities to be fully vented b. Rigid insulation at perimeter footing: or equal. c. Pipe insulation.- see Section 15. 1-1/2" Dow Blueboard 7 d. Window insulation: install insulating interior shades at all windows. See Allowances. 2. Roof shingles: Elk Prestique I, Sablewood color, over non- perforated 15# asphalt -saturated felt. Install in strict accordance with manufacturer's latest printed instructions. 3. Roof and wall flashing: 24 ga. galvanized sheet metal, painted dark gray (Architect to approve paint color). Wash flashing with vinegar or lacquer thinner, prime with metal primer, and paint with rust -resistant metal paint. 4. Plumbing vents to receive neoprene roof jacks. 5. Building paper/infiltration barrier: Provide a layer of Dupont "Tyvek" housewrap over plywood wall sheathing. Apply according to manufacturer's latest printed instructions except at windows (see detail). 6. Caulking and weatherstripping: Caulk, seal, or weatherstrip all joints and penetrations through building envelope to provide.a positive barrier against.air.and moisture infultration. Caulking is not needed at areas fully. protected by Tyvek. a. Caulking: DAP or Vulkem, polybutyl. Bronze color caulk all exterior doors, windows, sills, and joints. Caulking at greenhouse: Sikaflex 15 LM, clear. b. Weatherstripping: compression -type, let -in neoprene strip. 7. Exterior thresholds: interlocking bronze type. 8. Foundation vents shall be 1/4" mesh. 8 CRITES/VENOLIA SECTION 8 - DOORS, WINDOWS, AND GLASS 1. Doors: Install according to notes on plans. Hollow core . doors shall be 1-3/8" thick, and solid core doors shall be 1-3/4" thick. a. Interior doors: stain grade birch veneer (no finger joints). b. Exterior doors: Vertical grain Douglas Fir^ kiln -dried with 2x vertical grain Douglas Fir frame. At glazed doors, glass shall be double pane. C. Finish hardware: Install locks and door handles (see Allowances). ` W1wk;+t 10.1e,< P 'nt2_ c- .v Windows shall be Marvin wood residential, double -paned. See exterior elevations and window schedule for sizes. 3. Install two 30"x40" antique leaded glass windows in wood frames (Owner to supply) inside fixed portions of Window #10 at stair. 4. Skylights shall be O'Keefe's tempered double -glazed, set on 4" curb. Wrap light well with gyp. bd. at upstairs location. See exterior elevations for'sizes. 5. Weatherstripping - see Section 7. 6. Trim - see Section 6.3. SECTION 9 - FINISHES 1. Interior stud walls shall be 1/2" U.S. Gypsum Sheetrock or equal with tapered edges. Tape according to manufacturer's instructions. b. Around tub/shower, use 1/2" waterproof U.S. Gypsum sheetrock or equal. C. Texture: orange -peel stipple at Bathrooms, skip -trowel at other interior stud walls. d. Paint: Provide one boat of primer sealer and two coats of Alkyd Matte at interior walls. If required number of coats fails to achieve complete coverage, provide -additional coats as needed. At kitchen and bathrooms, use matte enamel. Owner to select color. 9 2. Tub/shower surrouond to be thinset tile. All tile work to conform to standards of the Ceramic Tile Institute. Tile. and grout colors to be selected by Owner. (See Allowances). 3. Install self -coved vinyl flooring at Bath 2. Owner to.select' (see Allowances). 6. Install carpet and pad where indicated on Plans. Owner to select (see Allowances). 7. Kitchen 'and Bath countertops: Formica or equal; colors to be selected by Owner. 8. Interior doors, wood trim, window sash, and custom cabinetry to receive one coat of sealer and one coat of satin polyurethane. Doors shall be sealed on top, bottom, and all sides. 9. Exterior doors to be sealed top, bottom, and all sides with two coats marine -type urethane finish. 10. Rammed earth walls and terratile floor: see Section 4. Ex`-ev�a•- L000.( sash -tv vece_. ve Z coal of acvyl�c 1 o�'t-e�c � � wt' • O w1�a-.- � a-�.l E �' c.o (e-�. . SECTION 10 - SPECIALTIES 1. Install standard chrome bathroom accessories (towel bars and toilet paper holders) as shown on drawings. Provide blocking behind towel bars. 2. Install NuTone Oak -Framed Trivista Mirrored Cabinet at Bath 2, model # 1008HON/120OR/1210R. Attach firmly to building structure. 3. Install NuTone Stratford medicine cabinet at Bath 1, model # D-115. SECTION -11 - EQUIPMENT Contractor shall provide all labor, materials, and equipment necessary to install equipment and related vents, drains, ,and other hookups. All work -shall comply with state and local codes and ordinances. Subcontractors shall coordinate work with all other trades. Terminal hookup of all fixtures and tap -in to all utilities is required. 10 CRITES/VENOLIA 1. Supply and install the following fixtures (Owner to select colors): Range/oven: Caloric RSS 307. Garbage disposal: see Allowances. Refrigerator: Whirlpool ET 18•DK. Stacked washer/dryer: Maytag LSG 1000. SECTION 15 - MECHANICAL AND PLUMBING .Contractor shall provide all labor, materials, and equipment necessary to install plumbing -related fixtures, ventilation, roof and floor drains, and heating. 'All work shall comply with state and local codes and ordinances. Subcontractors shall coordinate work with all other trades. Terminal hookup of all fixtures and tap -in to all utilities is required. Contractor shall install and ,check all pressure -reducing valves, pop-off valves, and other safety devices prior to operation of system. .1. Plumbing a. Interior distribution pipes to be copper throughout. Insulate all hot water lines with min. 1/2" closed cell flexible foam tubing "Armaflex" insulation as manufactured by Armstrong, or equal (1/2" = R 1.9). b. Soil and waste pipes to be ABS. c. Provide cleanouts at all accessible angles of all soil and waste piping under floor level. d. Supply and install the following plumbing fixtures (Owner to select colors where applicable): Kitchen sink: Kohler Executive Chef, #K-5932. Bath 2 Lavatory: Kohler Mayfield Kitchen. Sink, #K-5964. Bath 1 Lavatory: Kohler enameled cast-iron self -rimming oval sink for standard counter depth. Water closets: Kohler Rialto Water -Guard, #K -3402 -PB., Bath tub: Kohler Greek Bath, K -1490-X with apron, K-1495. 11 CRITES/VENOLIA Plumbing fittings: see Allowances. Water heater: State Turbo Charger SSV-52-1HP4, Exterior hose bibbs in locations shown on Utility Plan. 2. Heating: Design and install hydronic heating system. Main floor level to be infloor radiant system with polybutylene tubing in slab. Owner to approve layout. Upper'.level.to be•hydronic baseboard radiators .(see Utility Plan). SECTION 16 - ELECTRICAL 1. Main panel board to be -200 amp, 40 circuit. 2. All wiring to be copper. 3. Bathroom, kitchen, and exterior outlets shall have GFI. 4. Prewire telephone and cable.outlets as shown on Utility Plans. 5. Install an approved battery-operated smoke alarm 12" from ceiling outside bedrooms. 6. Outlets shall be 12" above floor, and switches shall be 42" above floor, unless otherwise indicated. Switches, phone Jacks,' and outlets shall be ivory. 7. Install standard door bell as shown on plans. 8. Install 52" five -blade, reversible paddle fan (Casablanca type). See Utility Plan ALLOWANCES light fixtures: $1,500.00 prefab. cabinets: $4,000.00 custom cabinetry: $1,200.00 carpet @ $16.00/sq. yd,., not including pad vinyl flooring @ $17/sq. yd. tile @ $3.00/sq.ft for tile itself door hardware: $700.00 plumbing fittings: $300.00 garbage disposal: $100.00 interior window shades: $800.00 well: $5,000.00 65.. Y DENNIS F APP / ENGINEERING �a b leo E. 14022 42nd Ct. VERADALE, WA 99037 CRITES RESIDENCE, CHICO, CA: SEISMIC ZONE: = 3 Z = 3/4 BASIC WIND SPEED: = 70 mph FOR ROOF SLOPE - 4:12 L.L. = 16 psf FOR ROOF SLOPE < 4:1.2 L.L. = 20 psf - UNIT -WEIGHT OF SOIL CEMENT = 130 pcf UNIT WEIGHT OF RE I NF. CONC. = 150 pcf ALLOWABLE ASSUMED SOIL PRESS. = 1300 psf C I P CONCRETE STRENGTH f c. = 2000 psi 'C1P SOIL CEMENT fc. = 330 psi REINFORCING BARS x4 BARS f = 40,000 psi REINFORCING BARS > *4 BARS fy = 60,000 psi DURATION OF LOADING INCREASE = 1.25 DESIGN CODES: UBC 1985 AiSC 8th EDITION ACI '318-77 WIND LOAD: EXPOSURE 'C' (ASSUMED). p = CeCggsI = .7x1.3x13 USE p SEISMIC: V = ZIKCSW V = 0.75X i X 1.33X.1'4XW V = .14W DENNIS RAPP, P.E., S.E:.: = 11.8 psf = 12.0 psf TELEPHONE (509)928-3558 a ( 'Y i T , S ',�; S/ / � i l0 / /-,W, T'. G/ /Cry7 T/i -Curs, r 3' 57 /6, a 7z" Lvo, L = Vie. 7-/ -J5 max 111-3 QdfL= SxG�,� i_¢xi��� �-b 77¢6x/ v?, '43 S�a = / 3 9/X %3 y 4-1¢-9, 9� _ ¢9 �W clsE ¢rim � C4r��74 33 ,7"4 7 e.a�sZ /o a _e, .c its o !72 9g _ �• �3 � � omss- , X = el/ #� Fouv\d� ' S � �� � �SE v� � I�✓icJPi ivlrreo5e /r &idffi -over ►��t x Q it v1L'rPG ever la" x DENNIS RAPP ENGINEERING o E. 14022 42nd Cl. VERADALE,WA 99037 SEISMIC FORCES WILL GOVERN OVER WIND FORCES DUE TO THE LARGE MASS OF THE WALLS. LATERAL FORCE PERPENDICULAR TO THE EXTERIOR WALLS 15 RESISTED BY BENDING OF THE RAMMED EARTH PANELS WHICH ARE LOCKED IN PLACE ON THE TOP AND THE BOTTOM VIA SHEAR KEYS INTO A CONCRETE LINTEL AT THE TOP.- AND OP,AND ROUGHENED INTERFACE BETWEEN THE PANEL AND THE FOUNDATION AT THE BOTTOM. THE TOP REACTION IS TRANSFERED TO THE ROOF DIAPHRAGM AND END SHEAR WALLS BY USING ANCHOR BOLTS. IN THE LINTEL BEAM AND POSITIVELY ATTACHING THE SILL PLATE TO THE RAFTERS. THE LONGITUDINAL SHEAR IN THE SHEAR WALL IS TRANSFERRED TO THE - FOUNDATION BY MEANS OF FRICTION DEVELOPED BETWEEN THE RAMMED EARTH WALL AND THE ROUGHENED CONCRETE 'FOUNDATION. INTERIOR RAMMED EARTH. WALLS ARE SUPPORTED TRANSVERSELY BY WOOD BRACES TO THE ROOF DIAPHRAGM CONNECTED TO AN ANCHOR BOLTED SILL PLATE ON TOP. OF THE WALL. ALLOWABLE STRESSES ARE CONSERVATIVELY COMPARED TO THOSE OF UNINSPECTED UNBURNED CLAY MASONRY: TABLE 24-B UBC. SHEAR OR TENSION IN BENDING: Fb = Fv = 4 psi COMPRESSION: Fc = 30 psi TELEPHONE DENNIS RAPP, P.E., S.E. (509) 928-3558 X-1,2?17 4'— /V - s/,4 5 7411/ "V ,V= eq, / � .30 <Z V/V- S "2 -45e) 4:20 //, 256, VV kc q 4z 0 Cl 5, x- 40. t 33x /fix -54<0 12, L 4476 K. , Alg _. f 30 4L 4110 wl -5 XAS /o "czl4 /% U, K, M r Point System Summary: Climate Zone 11 P.21.: MAFI-A C-F-iTt25 2 t 7J 30%8 Project Title Date It BUILDING DATA Glass Area % Glass Conditioned Floor Area 0qI SF Number of Stories 1 Z, North –1 1�) Slab/Raised Floor East South' Check all applicable Unit Type condition(s): West DQ Single Family Detached (SFD) ] Addition Alone [ ] light xisSin le FamilyAttached (SFA) .xis Building oT [) Multi -Family (MF) [ ] Existing -Plus -Addition SCORE CARD 1. Ceiling Insulation or R -value [3 U -value [0.030] 2. Wall Insulation(q�i) or UU R-value[11] U=value10.098J 3. Raised Floor Insulation R -value U -value [0.037j 4. Slab Edge Insulation 7 or R -value 101 actor 10.77 S. Infiltration Standard t µ .: t�ld� 6. Glass Heat Loss Z Z Type [double] U-va c [0. • l % Total Glass [ 161 Point Scores D 0 �— + Sum 1-6 7. Shading (Shade Open) % Glass SC Eff. % Glass a. North ,`b x t&Z b. East 4g' c. South Y7, 2 4 d. Westx = �_ e. Skylight x = �_ 8. Shading (Shade Closed) -. i1Ile 11ef SC Eff. % lass a. Northx b. East x = p c. South x = 2. Z — 3 d. West S, D X = 1.4. O e. Skylight ,.�4Qj x = , 2_ 9. Interior Thermal Ma 2.1 3 Interior Mass/CFA 10. Exterior Wall Mas 310 _12. Exterior Wall Mass Sum P., 11. Heating System x = Zonal Contr ? (Y / N) SE or HSPF Duct Efficiency [0.78] Effective SE or [0.72/6.61 HSPF [0.56/5.151 12. Cooling System x = O Zonal Control? ( Y / N) SEER 19.51 Duct Efficiency [0.74) Effective SEER 17.031 13. Water Heating C ->t Type [SGI Credit [none] Point Total: Form Revised March 1988 v ' Thermal Mass Worksheet WS -111 MAR -A CIE ITES R-1551� Project Title Date INTERIOR THERMAL MASS Use one of the two following options for calculating interior mass as explained in Section 4.2 of the Energy Conservation Manual (ECM). Method B must be used for mass elements that have an interior unit mass capacity less than 1.7. Method A: Look up the Interior Mass/CFA value from ECM Table 4-7 reprinted on the reverse side of this page. Type 1 mass has a Unit Interior Mass Capacity (UIMC) greater than or equal to 4.2 (see ECM Tables 4-8a and 4-8b reprinted on Attachment). Type 2 mass has an UIMC greater than or equal to 1.7 and less than 4.2. Mass % is the mass surface area divided by conditioned floor area (CFA). For mass elements exposed on both (two) sides to conditioned space, enter the area of only one side to calculate the percentage. r• Mass lo Type 1 Mass Area: Type 2 Mass Area: Tq z SF Interior Mass/CFA from Table 4-7: Method B: Calculate the Interior Mass/CFA value using the worksheet space below. Look up the Unit Interior Mass Capacity (UIMC) for each interior mass surface in ECM Tables 4-8a, 4-8b and 4-9 reprinted on the Attachment. Include the interior surfaces of exterior mass walls. For interior mass walls exposed on both (two) sides to conditioned space, enter the surface area of only one side. Include the inside surfaces of exterior mass walls as explained in Section 4.2 of the ECM. Description Unit interior Interior Mass Area Mass Capacity Mass Capacity X = X = X = X = X = Total . EXTERIOR WALL THERMAL MASS + _ CFA Interior Mass/CFA Calculate the Exterior Wall Mass of all exterior walls. Look up the Exterior Mass Factor for each opaque wall element from ECM Table 4-9 reprinted on the Attachment. Only exterior mass wall surfaces may be included in this calculation. Opaque Exterior Descriptio` Wa�ll�Area Mass Factor x _ 15-9 7 X = X = Conventional Walls Cj32 x ' 0 _ _0 �7_ + 1t &7A Total Total Opaque Exterior Wall Area Wall Mass Form Revised March 1988 i Carol Venolia, Architect P. 0. B'ox 694, Gualala LCA 95445 Marla Crites Residence 584 Coyote Way. Chico, California ADDENDUM 1 August. 13, 1988 1. Change floor plan, utilities, and door schedule at doorway between Bath 2 and Marla's Bedroom in accordance with attached drawing titled "Revised Bath 2 Doorway - Addendum 1, Item 1". On Door Schedule, eliminate door 19, and replace with: one pair bi-fold louvered doors (5'-0"x6'=8" opening) one bi-fold louvered door (1'-10"x6'-8" opening) 2. Construct rammed earth pump house as shown on Site Plan. Outside dimensions to be 6 feet by ten feet. Gable roof to match house roof in slope and materials. Provide door on east side, window on north, and interior light with pull chain. 3. Install screened vents under windows 17 and 18 on north wall of house. Provide weatherstripped, insulated, wood -sheathed doors with latches. 4. Detail 2,.Sheet 6: Change frieze block insulation venting. In place of screened no use prefabricated 2" diameter vent covers in drilled holes, two per rafter space. Items 5 - 12 refer to Specifications: 5. Section 8, Item 4. Add: O'Keeffe HorizonLite Skylights, double -glazed; frame to have dark bronze anodized finish. At=stairway, use model #2840; operable; at greenhouse model # 3668. Install perimeter frames on a bed of non -hardening butyl or silicone sealant. Secure frames to curbs with round head wood screws. Collar flash at ends of curb, and step flash at sides of curb. 6. 'Section 9, Item 1.c. Change texture to knock -down at all sheetrock walls. V 7. Section 10, Item 1. Change to: Install bathroom accessories (towel bars and toilet paper holders) as shown on drawings: oak accessories from Sonoma Woodworks at Bath 1; standard chrome accessories at Bath 2.. Provide blocking behind towel bars. Crites Residence, Addendum 1, Page 2 of 3 8. Section 10, Item 3. Change to: Install oak surface-mounted.medicine cabinet from Sonoma Woodworks, Inc., model # 306. 9. Section 11, Item 1. Add: Dishwasher: InSinkerator 400 Eliminate: garbage disposal 10. Section 16, Item 6. Change to: Switches, phone jacks, and outlets shall be plastic; Owner to select' color. 11. Section 16. Add: Item 9. Design and install refrigerative cooling system. Locate unit in cabinet space above Marla's Bedroom closet if possible. Owner and Architect to approve duct .locations. 12. Allowances. Eliminate: garbage disposal Add: Range hood: $500.00 4 PH a� Carol Venolis, Architect P. 0. Box 694, Gualela, CA 95445 Marla Crites Residence Sept embet-151-1988 584 Coyote Way Chico, California ADDENDUM 2 Specifications 1. Section 3.2. Change to read: "All concrete shall be a 51 sack -mix and shall attain 3,000 psi minimum at 28 days. Maximum aggregate size shall..be 3/4". Maximum slump 3-1/2",.plus or minus 1/2". Inform Architect when concrete will be delivered." 2. Add Section 6.2.p: Manufactured wood trusses shall be designed -and fabricated in accordance with the 1985 Uniform Building Code. Minimum grade of lumber to be used shall be #1 Douglas Fir. Design for minimum Dead Load 12 psf, Live Load 16 psf. 3. Section 6.3.a. Change exterior siding type to five -quarter rough cut cedar. The remainder of 6.3.a shall remain as before. This material shall also be used for form/trim boards. , Other 4. Porch and greenhouse floors, designated on'drawings as brick, shall be Terratile; sealed. 5. The following items are now to be.designated Not in Contract; and shall be the responsibility of the Owner: septic system, well, cabinets, and appliances (the latter as designated on Sept. 7, 1988 bid at $3,500.00). END OF ADDENDUM 2 Carol Venolia, Architect P. 0. Box 694, Gualala, CA 95445 Marla Crites Residence September 21, 1988 584 Coyote Way Chico,, California CORRECTION'TO ADDENDUM 2 Specification Section 3.2: concrete shall attain 2,000 psi minimum at 28 days. All other items, in this section shall remain'as stated in A�dandum 2, dated September 15, 1988. END OF CORRECTION CAROL VENOLIA, ARCHITECT P.O. Box 694 • 39000 Highway One • Gualala, California 95445 • (707) 884-4513 September 29, 1988 Dale McKendrick Building eD partment County of Butte Department of Public Works 7 County Center Drive Oroville, CA 95965 RE: Crites Residence, Building Permit Application # 2453-88 Dear Mr. McKendrick: Larry Anderson of Rammed Earth Works, the Contractor on the Crites residence, tells me that you need a"few things f"rom me. First, I.am enclosing a copy of the product information sheet from my Marvin Window catalogue, from which I took the.0-value for the windows. If you. are uncomfortable with this value, it looks to me like we could apply almost any other double -pane U -value and still comply, since we have 26 points as it stands on the Point System Summary. Second, I am enclosing an Addendum extending the foundation insulation. My readings through the Second Generation Residential Energy Standards do not reveal any requirement for the .insulation to be on the outside of the footing, and I think that energy will be much better conserved by insulation to the inside of "the footing, stopping the heat from the slab before it unnecessarily warms the footing. Larry Anderson is forwarding the soil -cement specifications to me for a signature, and pursuing the complete calculations for the heating system and the copy of the recorded Gift Deed. Please call me. if you have any further questions. Sincerely, ell 41AIW Carol Venoli6 Encl. cc: Larry Anderson r ,� �� I.1 YAd111Y I •. ` PRODUCT: PERFORMANCE --�. WINDM IM AND INFORMATION dVALUES IILVALUES TES The information of "U" values has been calculated from data taken from Ashraes Handbook of Fundamentals 1977 and according to the estimated values table set up by the NWWDA Technical update #2, October 1978. This information is for comparison purposes. "U" values for units of a smaller size than shown would be slightly lower and conversely "U" values for units of a larger size would be slightly higher. All Marvin Window units and patio doors meet the industry Standard of .5 CFM/Ft. on air infiltration. As shown most units test well below this level but production units can be expected to vary up or down from the rates and values shown. EP - Energy Panel "U" Values are BTU/HR - Sq. Ft. - F. ENERGY DATA "R"•Values are HR - FT2 - F/BTU. AIR GLAZING SPACE AIR 2448 CASEMASTER PRIMARY SECONDARY "U" VALUE "R".VALUE INFILTRATION Single glass .91 1.10 .06 CFM/Ft. Single glass plus Energy Panel - 15/16" .44 2.27 .06 CFM/Ft. Single glass 200** plus Energy Panel 15/16" .35 2.86 .06 CFM/Ft. IG 1/4" 1 96 06 CFM/Ft b: IG 1/2" .43 2.32 .06 CFM/Ft. IG 100** 1/2" .28 3.57 .06 CFM/Ft. 4225 STACK & STRIP Single glass - .92 1.09 .05 CFM/Ft. Single glass plus Energy Panel 15/16" .45 2.22 .05 CFM/Ft. Single glass 200** plus Energy Panel 15/16" .36 2.78 .05 CFM/Ft. IG 1/4" .52 1.92 .05 CFM/Ft. IG 100** 1/2" .29 3.45 .05 CFM/Ft. 28 x 20 E -Z TILT Single glass - .89 1.11 .14 CFM/Ft. Single glass plus Energy Panel 7/16" .45 2.22 .14 CFM/Ft. Single glass plus Alpine * .43 2.32 .14 CFM/Ft. Single glass 200** plus Energy Panel 7/16" .33 3.03 .14 CFM/Ft. Single glass 200** plus Alpine * .33 3.03 .14 CFM/Ft. IG 1/4" .49 2.04 .14 CFM/Ft. IG plus Alpine 1/4" * .30 3.33 .14 CFM/Ft. IG 100** 1/4" .39 2.56 .14 CFM/Ft. IG 100** plus Alpine 1/4" * .33 3.03 .14 CFM/Ft. * Alpine Combination (1" - 4" air space). ** Low Emissivity glass JUNE 1986 1 1 1 N �9 H E D t'1 XA%MMEP F.#Ar._T4 WAL-L-'SEMI. Fi�GF,h - H PfzIOj2 TO WALL -60146PT. ----� '�--�- Z 94 F-r-,PAFZ WALL_ roeMAl:-p s F �- 04 4 : I,,. �z� Holz. -al Pu HCHE 1.4ro W.LI'1' 4ON40 FO!. u IIP\\ �v/�a 'f `►'i' L• rAl'M�N L !�I� COMPT-_D f;I 4-�M Et -1T. 6 • M I L. ROL1'E11IY Imo' ENL: V,APO F_ 54zr1 E4?- -7 t? --I St =� 0 0 TU6Eh Fob SY5,T EM j /Zl it PA INSUL, / ATG. e I�MMEP F.A�TH WAIS l�YO-rte kAY �xT�N�IDN o� lam, GAuF-Ho AA�GN ITE�7' Por �x &q4 [A LA i ::�A 9644 1. Ceiling Insulation 2. Wall Insulation 444 Number of stories i R -value One Two Three I R-0 -103 -49 32 R-19 -8 -4 -2 R-30 -2 -1 -1 R38 0 0 0 U -value 2 1 _ R-19 0.50 -176 -84 -54 0.30 -102 -49 32 0.10 -26 -13 -8 0.08 -18 -9 -6 ...� 0.06 -11 -5 -4 0.04 -4 -2 -1 0.02 4 2 1 0.00 11 5 3 2. Wall Insulation 444 -70 -46 Single- Single - -58 38 Family Family Mul6- R-value Detached Attached Family R-0 i-68 -51 34 R-11 0 0 0 . R-13 2 2 1 _ R-19 8 6 4 U -value 0.04 -1 0 0.80 -153 -114 -76 0.50 -91. -68 -46 0.30 -47 36 -24 0.10 -0r 0 0 0.08 4 3 2 0.06 9 7 5 0.04 14 11 7 0.02 19 -14 10 0.00 24 18 12 3. Raised Floor Insulation 12 8 <,• Insulation In Floor 14 25 Number of stories -14 - R -value One . Two Three - " R-0 -17 .,.-8 -5 R-11 3 -2 -1 R-19 0 0 0 R-30 3 1 1 U -value - -0.60 444 -70 -46 0.50 -120 -58 38 0.40 -95 -46 30 0.30 -69 -34 -22 0.20 . -43 -21 ....-14 0.10 -17 -8 -5 0.08 -11 3 - 4 0.06 -6 -3 -2 0.04 -1 0 0' 0.02 • . 4 2 1 0.00 10 5 3 Controlled Ventilation Crawlspace -25 or 24 to -14 to -4 to Number of stories 16 or R -value One Two Three R-0 -11 -7 -5 R-5 4 -4 3 R-11 -2 -2 -2 R-19 -1 1 .2 -2 4. Slab Edge Insulation - 40 -90 Number of Stories -26 R -value One Two Three R-0 0 0 0 R-5 8 5 2 R-7 8 6- 3 F2 factor 29 -58 -20 0.90 -4 3 -1 0.80 -1 -1 0 U./U Y 2 I 0.60 6 4 2 0.50 9 6 3 0.40 12 8 4 5. Infiltration (Air Leakage) Specification Points Smnderd 0 6. Glass Heat Loss Total -25 or 24 to -14 to -4 to 7. Shading (Shade Open) 16 or U -value Effectlreperventclan Percent .,. ,. +5 .51 to .41 to .31 to 0.30 or Glass Single Double .60 .50 .40 less 50 -121 -53 -39 -24 -10 4 40 -90 37 -26 -14 3 8 35 -75 -29 -19 -9 1 10. 30 -61 -21 -13 -4 4 12 29 -58 -20 -12 3 5 12 28 -55 -18 -10 -2 5 13 27 -52 -17 -9 -2 6 13 26 -49 -15 -8 -1 7 14 25 -46 -14 -7 0 7 14 24 -43 -12 -5 1 8 14 23 -40 -11 -4 2 8 15 22 37 -9 3 3 9 15 21 34 -7 -2 4 10 15 20 31 3 0 5 10 16 - 19 -29 -4 1 6 11 16 1 18 -26 3 2 7 12 16 17 -23 -1 3 8 12 17 16 -20 0 4 9 13 17 15 -17 1 6 10 14 17 14 -14 . 3 7 10 14 18 13 -12 4 8 11 15 18 12 -9 6 9 12 15 ' 19 11 -6 7 10 13 16 19 10 3 9 11 14 17 19 9 -1 10 13 15 17 20 8 2 12 14 16 18 20 i IB. Shading (Shade Closed) -25 or 24 to -14 to -4 to 7. Shading (Shade Open) 16 or Slab Floor Raised Floor Effectlreperventclan -15 .,. ,. +5 (percent glass x SC) One Effective ' Two Three %Glass North Etat %Glass' North East South West Skylight 18 .5.. 1_ 4 1 na` 16 4 2 5 1 na 14 4 2 5 1 na I 12 3 3 5 2 na' 11 3 3 5 2 na 10 2 3 5 2 1 9 2 3 5 2 2 8 2 3 5 2 2 7 1 3 4 2 2' 6 1 3 4 2 3 ! 5 1 2 4 2 3 4 0 2 3 1 3 3 0 1 2 1 3 2 0 0- 1 0 3 1 -1 -1 -1 -1 2 0 -1 .2 -1 -2 0 na = not allowed -1 -9 1 1 IB. Shading (Shade Closed) -25 or 24 to -14 to -4 to EfTective Pei c4:tt Glass 16 or Slab Floor Raised Floor (Pe cwt Stas x SC) .._. -15 Effective +5 /CFA One Two Three One Two Three %Glass North Etat South W061 SRAM 18 -14- -48 -69 -64 na 16 -12 -42 -59 -55 na 14 -10 35 -50 -46 na 12 -8 -29 -40 37 na 11 -7 -26 36 -33 na 10 -6 -23 31 -29 -74 9 -5 -20 -27 -25 -65 8 -5 -17 -23 -21.. -56 8 3.0 1 4 6 8 8 9 6 2 -1i 15 -14 -iii 5 -2 -9 -11 -10 -30 4 -1 3 -8 -7 -23 3 0 -4 -5 -4 -16 2 1 -1 -2 -1 -9 1 1 1 1 1 -4 0 2 3 4 3 0 9. Interior Thermal Mass -25 or 24 to -14 to -4 to Interior 16 or Slab Floor Raised Floor Mass -15 Sttl60S Stories +5 /CFA One Two Three One Two Three 0.0 -8 -5 -4 -2 -1 .1 0.1 -8 -5 3 -1 0 0 0.3 -7 -4 -2 0 1 1 0.5 -6 3 .1 1 1 2 0.7 -5 -2 -1 1 2 2 0.9 -5 -1 0 2 3 3 1.1 -4 -1 1 3 4 4 1.3 -3 0 2 3 4 5 1.5 -3 1 2 4 5 5 2.0 -1 2 4 5 6 7 25 0 3 5 7 7 8 3.0 1 4 6 8 8 9 3.5 2 5 7 9 9 10 4.0 3 6 8 9 10 10 4.5 3 7 8 10 11 11 5.0 4 7 9 11 12 .12 5.5 5 8 9 11 12 12 6.0 5 8 10 12 13 13 6.5 6 9 10 12 13 13 7.0 6 9 11 13 13 14 7.5 6 10 11 13 14 14 8.0 7 10 11 13 14 14 8.5 7 10 12 13 14 •15 10. Exterior Wall Thermal Mass 7.0 Exterior Single- :..`. Single - 0 0 Wall 0 Family Family Multi Mass 6 Detached Attached Family 0.00 9.0 0 0 0 12 0.20 7 3 2 1 22 0.407- 5 4 3 10 0.60 : 8 6 4 19 0.80 12 10 8 5 1 1- 1.00 22 13_ 10 7 i 1.20 33 13 12 8' ( 1.40 10 12 13 9 I - 1.60 1 10 13 11 E 1.80 6• Y 10 12 12 3.S 200 System Installed 10 11 13 I 11. Heating System ? 5 5.2 5.4 _ I SE or KSPF -A -1 -4 (assumes ducts In attic) • -..• 2 ' Two +. 3 Sum of 14 2 2 2 1 -25 or -24 to -14 to -4 to +6 to 16 or SE HSPF less -15 -5 +5 ' +15 more 0.72 6.60 0 0 0 0 0 0 0.75 6.88 3 3 3 2 2 1 0.80 7.33 8 7 6 5 4 3 0.85 7.79 13 11 10 8 7 5 0.90 8.25 17 15 13 11 9 .7 0.95 8.71 20 18'- • 15 13 11 8 8 6 Sum of 1.6 4 HP Effective -25 or -24 to -14 to .4 to r6 l0 16 or SE HSPF fess .15 3 +5 +15 more 0.30 275 -73 -64 -56 -47 38 30 na 3.41 -45 -39 -34 -29 -24 -18 0.40 3.67 -34 30 -26 -22 .18 -14 0.50 4.58 -10 -9 -8 -7 -5 .4 0.56 5.13 0 0 0 0 0 0 i 0.60 5.50 5 5 4 3- 3 2 0.70 6.42 17 15 13 11 9 7 1 0.80 7.33 25 22 19 16 13 10 0.90 8.25 32 28 24 20 17 13 1.00 9.17 37 32 28 24 19 15 Zonal Control Adjustment System Type Resistance 10 9 7 6 4 3 1 Other 6 5 4 3 2 2 12. Cooling System SEER (assumes ducts In attic) Sum of 7-10 Point System Summary: Climate Zone 11-:i SCORE CARD - - _ .. __ .. __ • • •• •--' --- - Measures Point Scores 1. Ceiling Insulation _or R -value [381 U -value [0.030] 2. Wall Insulation --Or R -value [ 11 ] _ U -value (0.098] .3. Raised Floor Insulation ' -or - - R -value 119] --'M U -value [0.037] �4. :Slab Edge Insulation - or R -value [0] F2 factor (0.771 S.,• -Infiltration Standard 6. -Glass Heat Loss,_ 7. Shading (Shade Open) a. . North - b. - East c. South d. West e. Skylight 8. Shading (Shade Closed) a. -25 or 24 to -14 to -4 to +b to 16 or SEER leu -15 -6 +5 +15 more 8.0 -14 -12 -10 -8 -6 -4 8.5 -9 -7 -6 -5 -4 3 8.9 -5 -4 74 3 -2 -2 9.0 -4 3 .3 -2 -2 -1 9.5 0 0 0 0 0 0 10.0 4 3 3 2 2 1 10.5 7 6 5 4 3 2 11.0 10' 9 7 6 4 3 120 15 13 11 9 7 5 13.0 20 _ 17 Y 14 12 9 -6_ Elective SEER t TYPE 1 MASS (eTMC + 4.2. (SEEP x dud efficiency) slab) - Sum of 7-10 Effective -2S or -24!o -1410 -410 +6 b 16 or SEER less -15 -6 +5 +15 more 5.0 30 -2: -21 -17 .13 -9 6.0 -12 -1 i -9 -7 -6 4 6.6 -5 4 4 3 -2 -2 7.0 0 0 0 0 0 0 8.0 9 8 6 5 4 3 9.0 16 14 12 9 . 7 5 10.0 22 19 16 13 10 7 11.0 26 23 19 15 12 8 12.0 30 2f, 22 18 14 9 13.0 33 29 24 20 15 10 1 Zonal Control Adjustment 1.6 1 j 10 E 7 6• Y 4 3 i 3.S No Coeling System Installed 4.1 Stories 4.5 4.8 5 5.2 5.4 _ I One -5 -1 -4 -3 -2 2 ' Two +. 3 .? 2 2 2 1 Single -Family Detached and Attached ­ 3.5 3.7 3.9 Unit Size (sQ 4.3 Water 4.7 1199 1200 '1700 2200 2700 Heater Credit or 10 to to or Type. Type b,^s _1699 2199 2699 3.2 >: SG None 0 0 0. 0 -more 0 or Solar 12 8 6 5 ,. 4 HP HWR 8 5 4 3 3 23 WSB 5 3. 3 2 2 3.8 POU _ 8^ 5 4 3 3. SE None -37 -24 -18 -15 -12 1.1 Solar -1 -1 -1 0 0 2.6 HWR 4.3 -12 -9 -7 -6 , 4.1 WSB -2'i -16 -12 -10' -8 5.6 POU -13 _-12 -9 _-7 -6 iG None -5 -3 -2 -2 -2 2.9 Solar 7 5 4 3 2 4.4 POU 3 2 1 1 1 IE None -28 -1-19 -14 -11 -9 1.7 Solar 8 5 4 3 3 3.2 POU -10 -6 -5 -4 .3 4.7 Multi-Frmily (individual units) 5.3 55 5.7 5.9 Unit Size (s 6.4 70Y. Water 1.4 699 700 1200 1700 2200 Heater Credit or b to to or Type Type Ims 1199 1699 2199 more SG None 1 0 0 0 _ 0 or Solar 14 7 5 4 3 HP HWR 9 5 3 2 2' 4.4 WSB 9 4 3-- 2 2 5.9 POU ) 5 3 2 2 SE None -6 -23 -15 -11 -9 3.3 Solar ? 1 1 0 0 4.7 HWR -23 -12 -8 -6 '-5 64 WSB -75 -13 -8 -6 -5 POU Y.3 _12=8 2.9 3.1 b IG None -•4 -4 . - -3 -2 i 2 S Solar 6. 3 2 1 1 65 POU 1 0 ..---0- 1.7 0 . 0 IE None -:0 -15 -10 4 -6 3.8 Solar 18 9 6 4 4 53 POU -J 4 -3 -2 -2 Point System Summary: Climate Zone 11-:i SCORE CARD - - _ .. __ .. __ • • •• •--' --- - Measures Point Scores 1. Ceiling Insulation _or R -value [381 U -value [0.030] 2. Wall Insulation --Or R -value [ 11 ] _ U -value (0.098] .3. Raised Floor Insulation ' -or - - R -value 119] --'M U -value [0.037] �4. :Slab Edge Insulation - or R -value [0] F2 factor (0.771 S.,• -Infiltration Standard 6. -Glass Heat Loss,_ 7. Shading (Shade Open) a. . North - b. - East c. South d. West e. Skylight 8. Shading (Shade Closed) a. North b. East c. South d. West e. Skylight X = X = % Glass SC Eff. % Glass - X X = X = X Interior Mass/CFA _._. $ COND . FLOOR AREA Interior W.Tn/CFA . ntL ! PSS TYPE 2 MASS AREA 8 Exterior Wall Mass ND. L OR AREA Sum 7-10 X = SE or HSPF Duct Efficiency 10.781 Effective SE or 10.7216.61 HSPF 10.5615.151 (1. 7.e I11[-4.2) l...pet.d t TYPE 1 MASS (eTMC + 4.2. Le: exposed -�- slab) - 0% 5% 10% 159E 20% 25% 30% 35% 40% 45% 50% 55% 60% 69t 70% 75% 60% 85% 90% 95% 100% 105% Ito% 115Y. 120% 125- 0% 6 0.2 0.4 0.6 0.8 1.1 1.3 1.5 1.7 1.9 21 23 25 21 2.9 3.2 3.4 3.8 3.8 4 4.2 4.4 '4.6 4.8 5 53 10% 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.9 21 23 25 21 2.9 9.1 3.3 3.5 3.7 4 4.2 4.4 4.6 4.8 5 5.2 5.4 20% 0.3 0.6 0.8 1 1.2 1.4 1.6 1.8 2 2.2 24 27 29 3.1 3.3 3.S 17 3.9 4.1 4.3 4.5 4.8 5 5.2 5.4 56 30% 0.5 0.7 0.9 1.1 1.4 1.6 1.8 2 22 24 26 28 3 3.2 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 S.1 5.3 5.6 $ 6 40% 0.7 0.9 1.1 1.3 1.5 1.7 1.9 2.2 24 26 2.8 3 3.2 3.4 3.6 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9 50% 0.9 1.1 1.3 1.5 1.7 1.9 21 23 Z5 21 3 8.2 3.4 3.5 3.8 4 42 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 55% 0.9 1.1 1.4 1.5 1.8 2 2.2 24 2.6 28 9 32 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 5.8 6 6.2 60% 1 12 1.4 1.7 1.9 21 2.3 2.5 2.7 2.9 3.1 9.3 3.5 3.8 4 4.2 4.4 4.6 4.8 5 5.2 5.4 5.6 5.9 6.1 6.3 65% 1.1 1.3 1.5 1.7 1.9 2.2 2.4 2.8 2.8 3 3.2 3.4 3.6 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 55 5.7 5.9 6.1 6.4 70Y. 1.2 1.4 1.6 1.8 2 22 2.5 27 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.6 4.8 5 52 5.4 5.6 58 6 6.2 64 75% 1.3 13 1.7 1.9 21 23 2.5 27 3 3.2 9.4 9.6 3.8 4 4.2 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 80% 1.4 1.6 1.8 2 2.2 2.4 26 2.8 3 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.4 56 5.8 -6 6.2 64 66 85% 1.4 1.7 1.9 2.1 2.3 25 2.7 2.9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 S 52 54 5.6 5.9 6.1 6,3 65 67 90% 1.5 1.7 2 2.2 24 2.8 2.8 3 3.2' 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 5.1 53 5.5 5.7 5.9 6.2 6.4 66 68 95% 1.6 1.8 2 2.2 25 27 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.6 4.8 S 5.2 5.4 5.6 5.8 6 6.2 6.4 6.7 6.9 _ 100% 1.7 to 21 2.3 25 28 3 3.2 3.4 3.8 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 53 5.7 5.9 6.1 6.3 6.5 6.7 7 105%� 1.8 2 22 2.4 2.6 28 3 3.3 3.S 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.4 5.6 5.8 6 6.2 6.4 6.6 68 7 110% 1.9 21 2.3 2.5 27 29 3.1 3.3 3.6 3.8 4 4.2 4.4 4.6 4.8 5 S;2 5.4 5.7 5.9 6.1 6.3 6.5 6.7 6.9 7.1 115% 2 2.2 2.4 2.6 2.8 3 3.2 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9 6.2 6.4 '6.6 6.8 7 7.2 120% 2 2.3 2.5 2.7 29 3.1 3.3 3.S 3.7 3.9 4.1 4.4 4.6 4.8 5 5.2 5.4 5.6 50 6 . 6.2 6.5 6.7 6.9 7.1 : 7.3 125% 21 2.3 25 2.8 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 6.7 7 7.2 7.4 Point System Summary: Climate Zone 11-:i SCORE CARD - - _ .. __ .. __ • • •• •--' --- - Measures Point Scores 1. Ceiling Insulation _or R -value [381 U -value [0.030] 2. Wall Insulation --Or R -value [ 11 ] _ U -value (0.098] .3. Raised Floor Insulation ' -or - - R -value 119] --'M U -value [0.037] �4. :Slab Edge Insulation - or R -value [0] F2 factor (0.771 S.,• -Infiltration Standard 6. -Glass Heat Loss,_ 7. Shading (Shade Open) a. . North - b. - East c. South d. West e. Skylight 8. Shading (Shade Closed) a. North b. East c. South d. West e. Skylight 9. Interior Thermal Mass 10. Exterior Wall Mass 11. Heating System ' Zonal Control? ( Y / N ) 12, Cooling System Zonal Control? ( Y / N ) 13. Water Heating Type [double] --�U-value [0.65] %Total Glass [16] _ - Sum 1-6. % Glass _..___ SC ._._ Eff. % Glass . X SEER (9.51 Duct Efficiency 10.74) Effective SEER 17.03] - Type [SG] Credit [none] Pnf„f Tnfnr7 X = _ _ X X = X = % Glass SC Eff. % Glass - X X = X = X TYPE 1 MASS AREA _._. $ COND . FLOOR AREA Interior W.Tn/CFA TYPE 2 MASS AREA 8 Exterior Wall Mass ND. L OR AREA Sum 7-10 X = SE or HSPF Duct Efficiency 10.781 Effective SE or 10.7216.61 HSPF 10.5615.151 X SEER (9.51 Duct Efficiency 10.74) Effective SEER 17.03] - Type [SG] Credit [none] Pnf„f Tnfnr7 Certificate of Compliance: Resider. ial Climate Zone 11 Project Title Building Permit N Project Address Checked By/ Date Documentation Author Telephone Enfotoentent Agency Use Only Glass Area % Glass BUILDING DATA North Conditioned Floor Area Number of Stories East Slob/Raised Floor Number of .Units South [ ] Single Family Detached (SFD) [ ] Addition Alone west [ ] Single Family Attached (SFA) [ ] Existing Building Skylight [ ] Multi -Family (MF) [ ] Existing -Plus -Addition Total BUILDING SHELL INSULATION - - Component Insulation .- • - LocatiorXomments Type R -Value (actio, to garages typical, etc.) ; Wall .............. Wall ............. Roof ............. Roof ............. Floor ............. Floor........... Slab Edge..... - GLAZING _.__ _ _ Shading Devices Glazing Area Glass Type Interior Exterior Overhang Framing Type Orientation - (d) (single. double) (roller blind. etc.) (shadescreen. etc.) (yeshm) (metltl/wood) North ( ) North ( ) East ( ) East ( ) South South ( ) West WestSkylight....-..-. THERMAL MASS Type/Covering - - Area — Thickness (stab/exposed, tile, etc.) - (sf) - (inches) Location/Description (kitchen, bath, etc.) HVAC SYSTEMS Minimum Duct Type (furnace, air Efficiency Location Duct Output Manufacturer / Model # j conditioner, heat pump) (SE, SEER,HSPF) (attic, etc.) R -Value ' (Btuh) (or approved equal) t Maximum Furnace Heating Output: J Btuh HOT WATER SYSTEMS ' Tank Manufacturer/Model # System Type (storage gas, etc.) Capacity ora proved equal) Special Feature(s) SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) i Mandatory Measures Checklist: Residential MF -111 NOTE: Lownse residential buildings subject to the Standards must contain these treasures regardless of the compliance approach used. Items marked with an asterisk (•) may be superseded by more stringent compliance roque tments listed on the Certificate of Compliance Wben this checklist is incorporated into the permit dotumeatts. the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DFSCRIPRON DESIGNER ENFORCEMENT Building Envelope Measures §2.5352(x): Minimum ceiling insulation R-19 weighted average. §2.5352(br Loose fill insulation manufacturer's labeled R -Value. ' §2-5352(c): Minimum wall insulation in framed walls R-11 weighted average (does not apply to exterior mass walls). §2-5352(k): Slab edge insulation - water absorption rate no greater than 0396, water vapor transmission rate no greater than 2.0 permtunch. 12.5311: Insulation specified or installed matt California Energy Commission (CECT quality standards. Indicate type and form. 62.5352((): Vapor barriers mandatory in Climate Zones 14 and 16 only. §2.5317: Infiltration/Exfiltration Controls a. Doors and windows between conditioned and unconditioned spaces designed to Emit air leakage. b. Doors and windows certified. c. Doors and windows weathersripped: all joints and penetrations caulked and soled 12.5352(e): Special infilration barrier installed to comply with 12.5351 mall CEC quality standards. 12.5352(d): Installation of Futplaces I. Masonry and factory -built fireplaces have: a. Tight fitting, closeable metal or glass does b. Outside au intake with damper and control e. Flue damper and control 2. No continuous bunting gas pikxt allowed. _ HVAC and Plumbing System Measures §2-5352(8) and 2-5303: Space conditioning equipment siring: attach calculations. 12-5352(h) and 2-5315: Setback themwstat on all applicable heating systems. _ • §2-5316(a): Ducts constructed, installed and insulated per Chapter 10, 1976 UMC §2-5316(b): Exhaust systems have damper controls. ' §2.5314(c): Gas-fired space heating equipment his intermittent ignition devices. §2.5314: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. §2-5352(i): Water heater insulation blanket (R42 or greater) or combined interior/exterior insulation (R-16 or greater): firs: 5 feet of pipes closest to tank insulated (R-3 or greater). §2.5312(Excepaon i): Pipe insulatio:t on steam and steam condensate return & recirculating piping. §2-5318(d): Swimming Pool Heating 1. System has: a. On/off switch on heater. b. Weatherproof instruction plate on heater: e. Plumbed to allow for solar. 2. 75 percent thermal efficiency. , 3. Pool cover. 4. Time clock. 5. Directional water inlet - Lighting and Appliance Measures v ' 12-53520): Lighting - 25 lumens/watt or greater for general lighting in kitchens and bathrooms. 12-5314(c): Gas fired appliances equipped with intermittent ignition devices. §2-5314(a): Refrigerators, refrigerator -freezers, freezers and fluorescent lamp ballasts certified by the CEC. Indicate make and model number. COMPLdANCE STATEMENT ' This certificate of compliance lists the Mcling features and performance specifications needed to comply with Title 24. Chapter 2-53 and Title 20. Chapter 2. Subchapter 4. Article 1 of the California Administrative code. This certificate has been signed by the individual with overall design responsibility and the building owner. who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. Designer Building Owner „- None: , Name TukJFunL Titkh`•trm: Address: + Address: , i Telephone: Telephone: "t t.ic.0: _ (signature) (date) (signature) Documentation Author Name: Titk/Finw Address: Enforcement Agency Name: Agency: Telephone (date) CDF FIRE SAFE REQUIREMENTS i /-/Do- (I c1 d 3 --34�_ Com; -77 S Y1�� AP# PERMIT 4 NAMPS Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. [X] 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access and utilization of the defensible space provide for in these standards, annual maintenance must be provided for by the land owner. Driveway Standards [X] 1273.02 Surface. All driveway surfaces and structures (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall provide unobstructed access to conventional drive vehicles. Including sedans and fire apparatus weighing up to 40,000 pounds. [X] 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [X] 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100- 200 feet. [X] 2. The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [X] 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [X] 1273.06 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. [X] 1273.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of 3 l� ioC3��I v 63--3�(-V 1 6e -41T6_54 1)1412 L41 AP* PERMIT* NAME' [X] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [X] 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates [X] 1. Gate entrances shall be at least two feet wider than the roadway it serves. [X] 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [X] 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space [ 1. All parcels 1 acre and larger shall provide a minimum 30 foot setback for buildings and accessory buildings from all property lines and/or the center of the road. [ ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See other requirements on page 3. [l11 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shalt be completed prior to completion of road construction or final inspection of a building permit. Page 2 of 3 AP# PERMIT k NAME Other Requirements [ ] If Building Setback is 15 to 30 Feet: - Class A or B roof and Enclosed Eaves [ ] If Building Setback is Less Than 15 Feet- Class A or B Roof with Enclosed Eaves and: Choose any 2 of the following: - Metal or no doors on the side toward property line with insufficient setback - Interior automatic fire sprinkler system per NFPA 13D - Glass area not to exceed 10 % of wall area toward property line with insufficient setback - Siding from the following list: Stucco — 3 coat Hardi- Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials //-/3 -l�312 Date Signature Page 3 of 3 ti LONGFELLow LUMBER CO. INC. Quality Truss Design •Roof & Floor Systems 89 Loren Avenue • Chico, CA 95928-7434 Phone (530) 893-0112 • (800) 678-0112 Fax (530) 893-0140 E -Mail: trusses@longfellowlumber.com Customer: Woodwright Const. Address: no C -20E (Rev. 3/03) Crites 560 Coyote Way- Chico 7-i Job No: Wood0922 ENGINEER Mitek Industries, Inc. Redong (Ray) Yu 7777 Greenback Lane, Suite 109 Citrus Heights, CA 95610 (916) 676-1900 APPROVED INSPECTION AGENCY Timber Products Inspection, Inc. P.O. Box 20455 y Portland, OR 97220 # (503) 254-0204 ,2r.,-rf-S Ix4 CONT BRACE AT BRACE ME43ERS LONSER THAN 12' ATTACH AT MIDPOINT OF BRACE W/ 2-6d NAILS GABLE END STUD 2x4 HF STRONSBACK MAIL TO LEIXER W/ IOd 1 12' O41 — 2x4 HF LEXAR MAIL TO VERTICAL W/ IOd NAILS) fir' l -A95 BRACE TO FLAT �—H-3 AT 46' O.C. A NOTE TH15 DETAIL MAY 15E USED FOR TRU65M WITH PITCHED BL. ALSO. (0) OPTION TO WEB FLATINGm USE (3) - 2' WIRE STAPLES (0,072 DIAA5 W TOENAILEV THRU CHORD INTO WEB t THRU W® INTO CHORD ON ONE FACE FOR A TOTAL OF 6 STAPLES. (PI). (50 t MI) M)ST 13E PLATED. ARO,, HA/'�iy qtr MG-JO166-93* FM. D 193 ,:rj .4x.t awF% 3-IO�d NAILS EACH END 6-10d COMMON 2x6 DIAGONAL NAILS BRACE • 46' O:,. O MAX MRACED LENGTH OF CABLE DV STUD. (2x4 FIR-LARCW - STANDARD = 5-11' - MI AND 15TR =.T -Al' TC DL 15.6 PSF NOTES GABLE END DB16N BASED BC LL PSE BG LL OD PSF ON 75 MPH WIND, EXPO.>l1RE 'S' TOT1.D. 50:0 P5F AT 0-25 FEET MEAN HE16W DUR.FAC. 1.15 TYPE of Mpg DETAIL I Dote: 10-18-02 rj Gary Hawkins JOB NAME LoNef MLON LUMBER Drawn: AK ARCH 1TECT 2-2700 CITY, STATE CHICO, CALIFORNIA Job no.: 02-1Ib (530)89 1370 RIDGEWOOD DR.. STE.1 O F/Jt:(530)x93.05320532 Cmco. CA 95973 garyarcMsYcglebalnmt Jab Truss Truss Type Qty Ply Woodwright Const. - Crites in floc) I/defl TCLL 16.0 810548304 WOOD0922 Al FINK 9 1 >999 TCDL 10.0 Lumber Increase 1.25 NC 0.28 (optional) Longrenow Lumoer uo., Inc., unto, %,a. a3azo-r+a+ +.Ave ani s vcL I r cwc Iwu1CK rsrsustnes, uru. nr vas u. ve.cv.aa — r.a. . 01 -2-041 5.3.4 10.0.0 I 14-412 I 20.0.0 2-0-0 5-34 4-5-12 4-412 5-34 4x4 = 4 3x4 = 3x4 = 410-3 I 13-1-13 I 20-0-0 410-3 43-11 410.3 LOADING fpsf) SPACING 2-0-0 CSI DEFL in floc) I/defl TCLL 16.0 Mates Increase 1.25 TC 0.22 Vart(LL) 0.04 6-7 >999 TCDL 10.0 Lumber Increase 1.25 NC 0.28 Vert(TU -0.10 6-7 >999 TCLL 0.0 Rep Stress Incr YES Will 0.15 Horz(TU 0.02 $ n/a BCDL 7.0 Code UNC97/ANSI95 (Matrix) 1st LC LL Min I/defl = 240 LUMBER TOP CHORD 2 X 4 OF No.t-G NOT CHORD 2 X 4 OF Ne.1-G WENS 2 X 4 DF Std -G REACTIONS (Ib/size) 2=768/0-3-8, 6=$4410-3-8 Max Horz 2 - 57 (load case 4) Max Uplift 2=-26(lood case 5) FORCES fib) - First Lead Case Only TOP CHORD 1-2=44, 2-3=-1101, 3-4=-941, 4-5=-984, 5-6=-1114 NOT CHORD 2-8=923, 7-8=640, 6-7=951 WENS 3-8=-214, 4-8-319, 4-7-354, 5-7=-230 PLATES M1120 Weight: 84 Ib BRACING TOP CHORD Sheathed or 6-0-0 oc purlins. NOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designer for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord read load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per UNC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-5, URC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) This truss has been designed with ANSI/TM 1-1995 criteria. LOAD CASE(S) Standard Scale = 1:41.4 17 0 GRIP 220/195 1a• 0 a� y� oQ�pF ESSION� 0o YG l X22 C 919 c)Vf� OF CAL1F��� November 3,2003 0 Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE FATE Mll-7473 BEFORE USE Design wild for use only with MiTek somectors. This design 4 Yash only upon parameters shown, and is for an individual Wilding component Is be Installed and leaded vertically. Applicability N design poramonlars and proper 1. wopoi aIlan of component is responsibility of building designer - net truss designer. graving shown to far lateral support N IndivWusl web members only. Additional Wnporary bracing to insure stability during constuctien is No rcoparAmility of the oreser. Additional pennar ent leasing of the overall structure Is to responsibility of the building designer. For general guidanes regarding fabrication, quality control, storage, delivery, erection and bra", consult QST49 Quality Standard, DSI -49 areal$ SposiOcation, and HIL91 � � � � {� �'j. Handling Installing and Brosirg Recommendation avaibible from Truss plate Institute, 593 D'Onefrie Drive, Madison, W1 53719 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1 3/4" 'Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. B C4 C3 �� JS 00 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless ,,y otherwise noted, locate chord splices O at'A panel length (± 6" from adjacent joint.) • For 4 x 2 orientation, locate O ~ c� BOTTOM CHORDS a Unless otherwise noted, moisture content of 5. lumber shall not exceed 19% at time of fabrication. plates 1/a" from outside edge J1 Ja J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. PLATE SIZE WEBS ARE NUMBERED FROM LEFT TO RIGHT S. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBG 3907, 4922 provided at spacing shown on design. LATERAL BRACING SdCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. SEARING sw� Indicates location of joints at which bearings (supports) occur. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. MiTek4 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MlTekm Holdings, Inc. This safe alert symbol Is used to attract our DANGER: A DANGER designates a condition WARNING: Do not attach cables, chains, or hooks WARNING: Do not lift single trusses with spans T safety y Y f where failure to follow instructions or heed warn- to the web members. greater than 30' by the peak. attention! PERSONALSAFETYISINVOLVED. When <, you see this symbol - BECOME ALERT- HEED ITS Ingwill most likelyresultin serious personal Injury MESSAGE. or death or damage to structures. MECHANICAL CAUTION: ACAUTIONidentifiessafeoperatingprac- WARNING: A WARNING describes a condition o `less 6 FINSTALLATIC)N ticesorIndicatesunsafeconditionsthatcouldresult wherefailuretofollowinstructionscouldresultIn r les In personal injury or damage to structures. severe personal injury or damage to structures. .,; Approximately Approximately HIB -91 Summary Sheet '/z truss length ' truss length Tay ` Truss spans less than 30 Tag .Lifting devices should be connected to Strongback/ COMMENTARY and RECOMMENDATIONS forLine Line the truss top chord with a closed-loop Spreader Bar TRUSS PLATE INSTITUTE attachment utilizing materials such as 10' HANDLING, INSTALLING & BRACING METAL 583 D'Onofrio Dr., Suite 200 Spreader Bar- slings, chains, cables, nylon strapping, ° Madison, Wisconsin 53719 Toe In Toe In etc. of sufficient strength to carry the PLATE CONNECTED WOOD TRUSSES (608) 833-5900 4 www.tpinst.org weight of thetruss. Eachtrussshould be Itisthe rr• nsibili of the installer(builder buildingcontractor licensed contractor. industry, but must, due to the nature of responsibilitiesinvolved,bepresentedasa set in proper position per the building tx R.A�PPMXIMWtey �,�Il erector or erection contractor topn=rlyreceiye unload store handle, install and g ui de for th e use of a q ualified bu i I di ng des ign e r o r installer. Th us, the Truss P late designer's framing plan and held with �. I late connected wood trusses to protect life and property The installer Institute, Inc. expressly disclaims any responsibility for damages arising from the i pproximately the lifting device until the ends of the 2/3 to 3/4 truss length brace meta P re of safetyawareness as with any other structural use application or reliance on the recommendations and information contained 1/z to 2/3 truss length truss are securely fastened and tempo- Greater than 60' L t2 � 4 or greater PITCHED TRUSS TOP CHORD TEMPORARY BRACIN a I herein by building designers, installers, and others. Copyright© by Truss Plate SPAN MINIMUM PITCH TOPCHORD TOP CHORD DIAGONALBRACE LATERALBRACE SPACING(DBJ SPACING(LB) #trusses SP/DF SPF/HF U to 32' 4/12 a' 20 15 Over 32'- 48' 4/12 G' 10 7 Over 48' - 60' 4/12 5' 6 4 Over 60' See a registered professional engineer Note: Bottom chord k web member temporary bracing as• requires - rerer is rram• s. DF - Douglas Fir -Larch - Sp - Southern pine HF - Hem -Fir SPF - Spruce -Pine -Fir — All lateral braces lapped at least 2 continuous Top Chord PP Lateral Brace — - truSS@S. Required 10" or Greater L__. Attachment R ; d must exercise t e same Ig eg e material.TPidoes notintendtheserecommendations tobeinterpreted assupedorto I herein by building designers, installers, and others. Copyright© by Truss Plate Less than or equal to 60' Tag rary bracing is installed. SP/DF SPF/HF Up to 28' I equlre 7' 9 ro'ect Architect's or Engineer's design specification for handling, installing and the9 P p l bracing wood trusses for a particular roof orfloor.These recommendations are based Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the Line Tag Line rZa 44 9 1 6 Over 42'_60' upon the collective experience of leading technical personnel in the wood truss United States of America. S 1 3 Strongback/ 10' 10' SA��a?- professional engineer CAUTION: The builder, building contractor, licensed contractor, erector or erection contractor IS ad- vised to obtain and read the entire booklet "Com - .4 H d I' In - CAUTION: All temporary bracing should be no less than 2x4 grade marked lumber. All connections should be made with minimum of 2-16d nails. All ed 2' on -center or less. All multi -ply trusses assumed P Y Spreader Bar Spreader Bar �� es okl� 2 ale Top chords that are laterally bracedcan bu 3 together and cause collapse if there is no diagw- TOe In Toe In At Or abOVe+ nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins mid -height o the topside of the t• chord]. g � are attached t p p mentaryand Recommendations or an Ing, stalling h Bracing Metal Plate Connected Wood trusses should be connected together in accor- Approximately 9 9 I t/z to 213 truss length Trusses, HIB-91"from the Truss Plate Institute. dance with design drawings prior to installation. Less than or equal to 60' \ Tag Tag Line Line Frame 1 Frame 2 Approximately J ,` viewlehotesofirproperlybraced ro•fsystemapt 213 to 3/4 truss length www. tpinst..rounder the "Publications" link. Greater than 60' WARNING: Failure to follow these recommendations could result in ation of severe personal Injury or damage to trusses or buildings. bracing vended SCISSORS TRUSS TOP CHORD TEMPORARY BRACING -d9, and SING EXTERIOR Typical vertical attachment End Wall Side SPAN MINIMUM PITCH DIFFERENCE TOPCHORD LATERALBRACE SPACING(LBJ TOPCHORD DIAGONALBRACE SPACING(DBJ [*trusses] SP/DF SPF/HF Up to 28' 2.5 7' 17 12 Over 28'- 42' J 3.0 16' 9 1 6 Over 42'_60' 1 3.0 1 5' S 1 3 Over 60' See a registered professional engineer 12 5�—� Typical horizontal tie member with ko ®r. `® .. .. .. �� Ste'► ,� ,J_`�®® Imo—♦ Typical horizontal tie member with 12 14 or greater r�4 (� r/ SSS a p?, 0 Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. BOTTOM CHORD TEMPORARY BRACING SPAN BOTTOMCHORD MINIMUM LATERALBRACE PITCH SPACING(LD) BOTTOM CHORD DIAGONALBRACE SPACING(DBs) [#ftrusses] TOPCHORD DIAGONALBRACE= SPACING(DBJ [#Ftrusses] U to 32' 4/12 15' 20 15 Over 32' - 4i' 4/12 15' 10 1 7 Over 4i' - f%0' 4/12 15' 6 1 4 Over 60' See a registered professional engineer 2x412x6 PARALLEL CHORD TRUSS TOP CHORD TEMPORARY BRACING SPAN MINIMUM DEPTH TOPCHORD LATERALBRACE SPACING(LB J TOPCHORD DIAGONALBRACE= SPACING(DBJ [#Ftrusses] SPIDF SPF/HF Up to 32' 30" i' 16 10 Over 32'- 48' 42" G' 6 4 Over 48'- 60' 48" 5' 4 2 Over 60' See a registered professional engineer ,� ,- 31/2'1 MONO TRUSS TOP CHORD TEMPORARY BRACING '' D150 - SPAN MINIMUM PITCH TOP CHORD LATERALBRACE SPACING(LDJ TOPCHORD DIAGONALBRACE SPACING (DB,) [#ftrusses] SP/DFP F Up to 24' 3/12 i' 17 12 Over 24'- 42' 3/12 1 7' 10 6 Over 42'- 54' 1 3/12 1 6' 6 4 Over 54' See a registered professional engineer 12 3 area es INSTALLATION TOLERANCES Length L (in) 1 � PLUMB D(in) '' D150 D(ft)` 12" 1/4" 1' 24" 1/2" 2' 36" 3/4" 3' 4i" 1" 4' 60" 1-1/4" 5' 72" 1-1/2" 6' i4" 1-3/4" T 96" 2" 8' 109" 2" 9' WEB MEMBER PLANE stability and must be duplicated on both ends of the truss system. Frame 4 Frame 5 Frame 6 T t 1/4Lesser of L/200 or 2" L(In) L1200 L(ft) 50" 1/4" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' L vzuu or z-- L(in) L/200 L(ft) 200" 1" 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 25.0' OUT-OF-PLANEINSTALLATIONTOLERANCES Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Residential Construction Requirements IMPORTANT . This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 2001 California Building Code (1997 U.B.C.), 2000 California Plumbing Code (2000 U.P.C.), 2000 California Mechanical Code (2000 U.M.C.), and the 1999 National Electrical Code (1999 N.E.C.) The following items are separated into two categories (general and specific). The "general" items are for your reference and are not specifically called out on the plans by the plans examiner. These items MUST be complied with, if applicable, and it is the builder's responsibility to comply. The "specific" items have been keyed to the plans. If an item is inadvertently left out or missed, it does not relieve the builder of any responsibility for code requirements, general or specific. GENERAL REQUIREMENTS • Guest rooms and habitable rooms shall have natural light equal to 10% of the floor area and natural ventilation equal to 5% of the floor area (Sec. 1203, U.B.C.) • Provide required room dimensions and ceiling height. (Sec. 310.6, U.B.C.) • Provide lights, switches, and receptacles for maintenance of mechanical equipment. (Sec.306, U.M.C.) • Approved vent and adequate combustion air for gas water heater and/or furnace. (Ch. 7k Ch. 8, U.M.C.) • Provide minimum one 3'-0" exterior door.. (Sec. 10033.13,U.B.C.) • Provide adequate clearance and type A flue for fireplace woodstove. • All stairways to comply with URC. section 1003.3, for rise, run, headroom, width, landings and handrails. Hallways to be minimum 36" wide (U.B.C. 1004.3.32). - • Underfloor access and ventilation per Sec.2306.3 do 2306.7, U.B.C. • Attic access and ventilation (UBC section 1505). • Provide approved flashing at all exterior openings. • Provide W' platform for appliances/equipment in garage capable of producing a flame, spark or glow. • Provide protection of appliances in garage from vehicular damage. • Closet lights per N.E.C. Article 410-8. • Provide certificates of conformance for all glu-lam beams. • Provide approved spark arrester at all chimneys/type "A" flues. • Provide %Z"x 10" anchor bolts @ 6' o.c. max. and within 12" of all joints. Provide 2"x 2"x 3/16" steel plate washer @ each bolt. (Sec. 1806.6, U.B.C.) • Foundations with stemwalls shall be provided with a minimum of one number 4 bar at the top of the wall and one number 4 bar at the bottom of the footing. (Sec. 1806.7.1, U.B.C.) • Slabs -on -ground with turned -down footings shall have a minimum of one number 4 bar at the top and bottom (Section 1806.7.2, U.B.C.) • Guardrails to have minimum 36" high top rail, with intermediate rails spaced that a 4" sphere cannot pass through (Sec. 509, UBC) Page 1 of 2 Owners Name: C—r� 5 Building Permit Number:03--3 q Lf Plans Examiner: Martha Christy 509, U.B.C.) • Veneer per Ch. 14, U.B.C. • Exterior plaster — weep screeds (U.B.C. section 2506.5). • Skylights per Sec. 2409 k 2603.7, U.B.C. • Protect plastic foam insulation per Sec. 2602.4, U.B.C. • Ground fault protection shall be required in all bathrooms, garage, kitchen, wet bar, and exterior receptacles (NEC 210). • Electrical, mechanical, and plumbing construction (not plan reviewed) shall comply with the current editions of the National Electrical Code, Uniform Mechanical Code and Uniform Plumbing Code. • Minimum water closet clearances of 15" from its center to sidewall and 24" front clearance (U.P.C. 408.6). • Minimum shower compartment size of 1024 sq. in. k 30" circle (U.P.C. 412.7). • Provide plumbing fixtures, water closet clearances and shower sizes per U.P.C. SPECIFIC REQUIREMENTS 1. Provide safety glazing in all hazardous locations (U.B.C. section 2406). 2. Garage firewall separation — required on garage side, including supporting walls and posts (U.B.C. section 302.4 exception #3). 3. Install smoke detectors as per the requirements of U.B.C. section 310.9.1. 4. Special roof covering required, class B minimum. 5. Provide 2 separate exits from the third story (U.B.C. section 1004.2.32 exception #4). 6. Every bedroom shall have at least one operable window or door. Windows shall have a minimum net clear operable area of 5.7 square feet. Additionally, the window shall have a minimum net clear openable height of 24" and a minimum net clear openable width of 20". The window sill height shall not be more than 44" above the floor (U.B.C. 310.4). COLOR CODE USED ON PLANS Blue = Engineering Pink = Firewall Green = Braced wall panels Yellow = Important COMPLY WITH ITEMS INDICATED BELOW ❑ Your parcel lies within a designated 100 -year flood plain. Finish floor shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required Note: We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the 100 -year flood elevation. 4. At least 2 openings in exterior walls, Iocated on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. 7. All building materials below the 100-ycar flood elevation must be of fire-resistant material. ❑ Fire sprinklers are required in this structure. This parcel is located within the California Department of Forestry and Fire Protection area. Compliance with the l attached CDF fire safe requirements will be necessary. ® All structuresd equipment including overhangs shall be clear of all easements. A setback of ✓' from the side and —550 'from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. ® Expansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. Page 2 of 2 Owners Name: Building Permit Number: Q -? - 3 ` c1 Plans Examiner: Martha Christy AjpjpROVED Butte County Environmental Health Date 0 DRAWINGS RDZZS WITH TOM NOR=. CICN, REPR==ICN OR RE—USE BY ANY IN WMIZ OR IN PART, IS s-rf-14cl— 'rLA%/e piz t w E: F . L EL.FeTRICALI N",17 cONb3TRUs(;TlONl SHALLCOMPLY OF Mp-r., O"C' -'AL, AND M'jt'�4` A N V, �-c) PL;kN' CIHEVI — TH CURRENT EDIT"' 4r) UPC. a 0 DO N m tn U 0 U .!j FIN A OIL 0 3-:3 P -q ok- c- No.026-606 Exp. 12-31-0,4�,`,z TITLE TO DRAWINGS F&v&MS WITH TM NOPJ-M- PMZCATICN, Mr4==3:CN OR IS MD, IN WHOLEOR MPAM PFCM=' 711, No.026-606 Exp. 12-31-0,4�,`,z TITLE TO DRAWINGS F&v&MS WITH TM NOPJ-M- PMZCATICN, Mr4==3:CN OR IS MD, IN WHOLEOR MPAM PFCM=' 1. All construction to meet latest req,; *pmts of the Uniform Building & Plumbing codes and the National Electric code. 2. All employers working on this project shall be responsible for compliance with Cal-Osha requirements. •3. Designer is responsible for preparation of minirmn set of plans to be used to obtain Building Permit only. 4. Actual const. detail. equipment & material selection small be as determined by Owner and Contractor. 5. Smoke detector shall be furnished as - - directed by Butte Co. or City of Chico 6. all lumber used shall be standard Gd. or better ( 1200 psi) except: structural, bms. 1500 psi. 7. The owner shall coordinate all structural, mec. , ele. & plumbing systems. S. Confirm all dimensions & bldg. orientation in field. Dimensions are to face of stud. 9. Cabinet detail & layout for const. as directed B.O. 30. Interior finished & met'is as direr. B.O. 31. all exterior doors to be weae*mtripPed• 32. sidg. glass doors to be .double glazed. 1. Elec. fixture type,. size exact location to be as directed B.O. 2.,All outlets & switches to be located & aF =,m d by owner prior to installation. 3. Special outlets & low voltage sys. shall be as direr. B.O. (for example: Cable 'TVr.' Sound sys. , doorbell/:chimes, attic fan, alarm sys., smoke detector. 4. Lite Fixture No's & locations are suggestions only. Confind W.O. � LG�T• �Y'Ntr��t..� GoNt• P11 ave v VGNr - Al =/M il ,o.TcN (e) HOL)4 e FRI � n /ZOO • C' W vPF� &F1 4' C�.?, 6% Duplex Receptic al @ + 8 - we. e Duplex Receptica1 Water Proof - Light Fixture Ceil'g mt. Q Duplex rlm- r receptical Light Fixture Wall mt. Q Junction Bax - '. Switch C +•'36" unless noted 3 Switch 3 -way - GoNt• P11 ave v VGNr - Al =/M il ,o.TcN (e) HOL)4 e FRI � n /ZOO • C' W vPF� &F1 4' C�.?, 6% 5W P SI INh` �111'6 \� GF1 f1n �---�� GFI T7 �1 5 Ewc tZ.. LING s o'iE s FI0-LQ. �►�;��� ga NA��.s e G�jin„ j'Z11011"_ SHT61. 40-,!7a>A-1f3.p, No.C20606 Exp. 12-31-0' ti a N ti CO ID" N M �` to rn U' 0 �• :V LV J V O � Z u, v+ N Q v .o • _ <.. a 0. 1-- L 5W P SI INh` �111'6 \� GF1 f1n �---�� GFI T7 �1 5 Ewc tZ.. LING s o'iE s FI0-LQ. �►�;��� ga NA��.s e G�jin„ j'Z11011"_ SHT61. 40-,!7a>A-1f3.p, No.C20606 Exp. 12-31-0' 61i1L1+<.+4A1 Identification SSTIMO ANCHOR r stamp showing BOLTS embedment 1 : angle EMBEDMENT Extensive SSTi testing has been done to determine the design load rapacity LINE at a common application, the garage stem wall. Design loads an based on the lowest ultimata, from a series of five tPSts, with a three SSTD1 i -times safety factor. 4 SPECIAL FEATURES: • Rolted threads for higher tensile capacity. (others i -C rw Sue • Offset angle reduces slde-bursting, provides mon concrete cover. similar) _ • Stamped bolt head for identification after pour.* U.S. Patent J le • Stamped embedment line aids Installation. 5,317,850le ! Configuration results in minimum rebar interference. INSTALLATION: • SST{ Is suitable for monolithic and two -pour installations. ' • Nlds and washers are not supplied with the SSTI; Install FOOTING standard nuts, couplers and/or washers as required. _ REINFORCED CONCRETE FOUNDATION !' • Install SSTI before the concrete pour using an MKP or Anchor Mate (see • • ' % . page 31). Install the SSTB diagonally at approximately 45• from the wall. Double Mur Instalbtien Install one 14 rebar 3' to 5' from the top of the foundation. The SSTI rule does not need to be tied to the rebar. ARIL [edt��. SSTI20, 24 and 34) asrANr� ( •Minimum concrete compression strength is 2500 psi. Unless noted otherwise, no special inspection Is required for foundation concrete when the structural design is based on concrete no greater than 2500 psi (1897 Uniform Building Code, section 1701.5.1). Typical 45. 135 /f0 /45• 135•. • Use SO% of the table load for 2000 psi concrete. SSTi ! rsnN. REINFORCED CONCRETE BLOCK Installation a:r'�n { , • Before concrete pour, install diagonally at approx. 45" in the cell. am' h.." • Horizontal #4 rebar (minimum 56' long)--approx one rebar IT from • !top and two rebars approx. 21' from the top.Vertical H rebar • � (minimum 24' long)•—install with maximum 24o.c. spacing. �o plan View of SSTI Placement • Grout all cells with minimum 2000 psi concrete. Vibrate the grout - q,.in Concrete Stemwell per the 1997 Uniform Building Code, section 2104.6.2. •ti �" OPTIONS: Available in hot -dip galvanized; consult factory. CODES: ICBO 4935, City of L.A. RR 25248 for concede foundation only. • • • SELECTIONTABLE Modsl tax, 3x, 2-2x Sill Plates TYPICAL PLAN VIEWS OF RESAR INSTALLATION No. Mone Four Two Pear PH02, H02A, LTT208, LTTI31, SST11i SST120 PLACE I -7-77T DIAGONAL IN CORNEA ^ z + ~ • • . HOSA PHDS, �� n• APPLICATION N : T • • - • SST620 SST/24 12'MIN. Felt '►1L = at MTT2B1 — •'WA. SSTI ' " w i'� HTT22 SS 24 12 fin' FOA FULL a S MIN. TA/LF LOAD I • Arraax. ur PrNM wall . '.� � 5... ^ ;. ., e. 'e� z �+•{ wtth mwlsill Incl holdown SST1316 4420 4600 5175 4780 4730 4790 1850 1850 1850 SST120 9 % 21 16 6 % 25 20 1'A'MIN. Continuous• 14745 32700. SST328 Comer Installation Stamwall End Wall .;.. :t. " Dist 1 % PH06. PHOS, ' HNA, SST128 SS11134 Typical SSTI Installation HDIA, HD10A (133) r Cgncrete Csnerete t'e�2soo�sf . Iloek wtth mwlsill Incl holdown SST1316 4420 4600 5175 4780 4730 4790 Model NO... Stamwall ,Winn 6 Dist 1 % Lon 17 Min Embed t, 12 An' telt' :- .., 13640 Allowable Tension Lad (133) r Cgncrete Csnerete t'e�2soo�sf . Iloek concrete 11•skEM SST1316 4420 4600 5175 4780 4730 4790 1850 1850 1850 SST120 9 % 21 16 6 % 25 20 14745 SST124 14745 32700. SST328 a 29 24.. 10100 10100 6385 6385 _4915 4615 SST134 „ t 34 2111' .32700 SS1136 8. iS 36' 28, 1,32700:10100 Ceiling joists, laps over partitions, face -nail 6395 4815 t �L• !o� �,,y �I,SNV• �� ,�,,A•G �� t=1,/ti1 TENSION Tension Tiles are Ideal for ntruht or new construction and provide post - pour, concrete: -to -wood connections. The KTT22 is a single -piece tormea tension tie—no rivets, and a 4 -ply formed seat wfhich won't unfold during loading. No washers required. The LTT19 Light Tension Tie is designed for 2x joists or purlins and the LTT201 is for nail- or baht -on applications. The 3' nail spacing makes the LTT201 suitable for wood I-)oissts if 1 DdxlV; nails are substituted for the specified 16d's, Use the MTT2!89 Medium Tension Tie for heavier connections. The LTT13,1 Is designed for wood chord open web truss attachments to concreti or mfasonry walls. LTT131 MATERIAL• See table FINISH: Galvanized. MTT21B may be ordered HDG; check factory. INSTALLATIOIN: • Use all specified fasteners. See General Notes. • Use this soecified number and type of nails to attach the strap portion to the bottom or side of purlin or beam (minimum 4x width (2-20 or 4x4)i, except 1.719). soft the base to the wall or foundation with a suitable anchor; see table for the required bolt diameter. • The HT722 Can have a maximum offset of 2' from the stud face to the centerline of the anchor bolt. • Do not install LTT, MTT tension ties raised off the mudslll. • • See Epsoxy-Tia Adhesive System• x pages 26 and 27 for tested, load- r ,w rated epoxies for anchor batt options. f? j CODES: TOGA, ICiO, SICCI No. NER-393 ti it A NE11-432 IC/0 5313- Tr •2ri6• L LOW TRAl" PLATE wASM LNOT 3 Rra�o. LTT20D +123Y i Wt`::y-eX I. Loads may net be Increased ter short-term IeadlM. Use table Ned foundatiwhmn 5y4' Loads apply n earthquake and wind Nadine. 4"ftoo whnn instants 24'tnm the installed 1' x 6" subfloor or less to each 'oislt, face -nail 2. Minimum anchor seiner -tor -center seacine is 2le for RM or installRd In a comer 3-8d archers acting in tension at ted same time for full lead. condition (see Illustration). Typical SSTI 3.The SST9 was tested In a stem wall with a mlMmum S.Connectlen Is limited by the lowest of Iron or h•ldewn Installation In Ins amount of sencreite rmN. 4. Maximum allowable Nae Is si S0 lead. for SST12e, sgeeily. GroutedIns Concrete Block 34 and 36 wed S from the end of a concrete .• t �L• !o� �,,y �I,SNV• �� ,�,,A•G �� t=1,/ti1 TENSION Tension Tiles are Ideal for ntruht or new construction and provide post - pour, concrete: -to -wood connections. The KTT22 is a single -piece tormea tension tie—no rivets, and a 4 -ply formed seat wfhich won't unfold during loading. No washers required. The LTT19 Light Tension Tie is designed for 2x joists or purlins and the LTT201 is for nail- or baht -on applications. The 3' nail spacing makes the LTT201 suitable for wood I-)oissts if 1 DdxlV; nails are substituted for the specified 16d's, Use the MTT2!89 Medium Tension Tie for heavier connections. The LTT13,1 Is designed for wood chord open web truss attachments to concreti or mfasonry walls. LTT131 MATERIAL• See table FINISH: Galvanized. MTT21B may be ordered HDG; check factory. INSTALLATIOIN: • Use all specified fasteners. See General Notes. • Use this soecified number and type of nails to attach the strap portion to the bottom or side of purlin or beam (minimum 4x width (2-20 or 4x4)i, except 1.719). soft the base to the wall or foundation with a suitable anchor; see table for the required bolt diameter. • The HT722 Can have a maximum offset of 2' from the stud face to the centerline of the anchor bolt. • Do not install LTT, MTT tension ties raised off the mudslll. • • See Epsoxy-Tia Adhesive System• x pages 26 and 27 for tested, load- r ,w rated epoxies for anchor batt options. f? j CODES: TOGA, ICiO, SICCI No. NER-393 ti it A NE11-432 IC/0 5313- Tr •2ri6• L LOW TRAl" PLATE wASM LNOT 3 Rra�o. LTT20D +123Y i Wt`::y-eX City of LA MR 24811 �# and RR 25311. Typical LTT1 B Installation is '• a �., • Typical (LTT20I x. ` ?, : HTT22 similar) Typical LTT131 Pe Installation Installation .., loss 4` Holdwm ffe. Material Fasteners Allowabis Tension leads' at Highest s ((Ga) Dimensions Ase Allowable M 9. r telt ISO) 1 Ne. Anchor NIte Teasten 1133) Design UaN,rtaie W L CL Nails {silt Ory Dia Nails Tote Nails {elk Lal 'rr 11715 1G 3 1y 1a 1 B -16d Strikers — — 4250 1205 — 1350 = 0.107 ,. LTT208, 12 3 2 1 t y, er 10-16d 2 {733 1750 1220 1750 1460 0.164 LTTI31 18-101x1 — — 7770 2185 — 2310 — 0.125 * . .'�.�•.' HTTI6 111 — 2 1• 1 18 -list — — 13150 3480 — 4175 - — 0.037 iFiW 111 — 2y, 22 1' �— 32-16d Sinkers — — 13150 5250 — 5260 -• 0.087 r. MTF231 12 7 2K. 27 1 or 4 24-1id 4 tax — 4455 2150 4455 2725 0.125 1.Allowabe INNS to HTT are based en the lower N the 1117 NOS 4.Allomb4Ioede hsvo Nan inerased 33% ILSs• HDA ter deflection at highest allowable design lead /stinilisn. tastsner vallues or the ultimate tend on a stccl hast lig divided by 2.5, and 60% ter earthquake or wind loading 7. it a W or W anchor bolt is used for the LTT20B, add a standard 2.161 sinkers is Iia x 31/,q or 101 commons may be substituted ter with ns further increase allowed. cut washer is the seat. No additional washer is mquired far a the specified 1Rd commons at 0.84 of the table lads. 5.Ieh values are based on a minimum 'W anchor bell. Scor table for 2PPmpri2te anoher bell sizes. 3.Ths desilmor must speL9fy anchor bell type. length and embedment lumbar thickness of tYA'. 8 5151190 b The HTT1GIinsstal edddooff 68 has will achieve 4175 lbs. Both holNwns may have large ;deflection values. CoNr. jL 10&& urrrllr 0 1 GO MP. e7H v -J& L6 RooFv e -V/ �a 1.,mp- FE�r oven- Yu 'A 6 to TYP• ^_t4 �lEN'f`5Ci8L''7G � V 3/ ►1 p5 WN . F -6^i rel rpea. MOUrZ ; Zn4 STUf4 C`140 1, 0 /G %IIx 10 t'^rry,G r;,' o/r' TNR u rTPF r71 t. t. (IS" Co' CORA G -►25 �r �1 yPIP. ►oGS� t� NAILING SCHEDULE CONNECTION NAILING Joist to sill or girder,.toenail 5y4' Bridging to joist, toenail each end 2-8d 1' x 6" subfloor or less to each 'oislt, face -nail .07 Wider than 1" x 6" subfloor to eacta joist, face -nail 3-8d 2" subfloor to joist or girder, blind and face -nail 2-16d __, •. _ Sole plate to joist or blocking, typical face -nail Sole plate to joist or blocking, at tylpical braced wall panels IV4' plate to stud, end -nail 2-16d f • 4-8d, toenail, or 2-16d, end -nail Double studs, face -nail 16d at 24' olc. .• 16d at 16' olc. 8-16d yu' 2 4. Rim joist to top plate, toenail 8d at 6" olc. Law ttunsFsf 2-16d Continuous header, two pieces RATE ceiling joists to to late, toenail 3-8d 4S' WASHER 4-8d Ceiling joists, laps over partitions, face -nail NOT RM Ceiling joists to parallel rafters, face -nail 3-16d MTT21115 HTT22 U.S. Patent (HTT16 similar) 4,744,132 U.S. Patent Wider than 1" x 8" sheathing to each bearing, face -nail 5,467,670 City of LA MR 24811 �# and RR 25311. Typical LTT1 B Installation is '• a �., • Typical (LTT20I x. ` ?, : HTT22 similar) Typical LTT131 Pe Installation Installation .., loss 4` Holdwm ffe. Material Fasteners Allowabis Tension leads' at Highest s ((Ga) Dimensions Ase Allowable M 9. r telt ISO) 1 Ne. Anchor NIte Teasten 1133) Design UaN,rtaie W L CL Nails {silt Ory Dia Nails Tote Nails {elk Lal 'rr 11715 1G 3 1y 1a 1 B -16d Strikers — — 4250 1205 — 1350 = 0.107 ,. LTT208, 12 3 2 1 t y, er 10-16d 2 {733 1750 1220 1750 1460 0.164 LTTI31 18-101x1 — — 7770 2185 — 2310 — 0.125 * . .'�.�•.' HTTI6 111 — 2 1• 1 18 -list — — 13150 3480 — 4175 - — 0.037 iFiW 111 — 2y, 22 1' �— 32-16d Sinkers — — 13150 5250 — 5260 -• 0.087 r. MTF231 12 7 2K. 27 1 or 4 24-1id 4 tax — 4455 2150 4455 2725 0.125 1.Allowabe INNS to HTT are based en the lower N the 1117 NOS 4.Allomb4Ioede hsvo Nan inerased 33% ILSs• HDA ter deflection at highest allowable design lead /stinilisn. tastsner vallues or the ultimate tend on a stccl hast lig divided by 2.5, and 60% ter earthquake or wind loading 7. it a W or W anchor bolt is used for the LTT20B, add a standard 2.161 sinkers is Iia x 31/,q or 101 commons may be substituted ter with ns further increase allowed. cut washer is the seat. No additional washer is mquired far a the specified 1Rd commons at 0.84 of the table lads. 5.Ieh values are based on a minimum 'W anchor bell. Scor table for 2PPmpri2te anoher bell sizes. 3.Ths desilmor must speL9fy anchor bell type. length and embedment lumbar thickness of tYA'. 8 5151190 b The HTT1GIinsstal edddooff 68 has will achieve 4175 lbs. Both holNwns may have large ;deflection values. CoNr. jL 10&& urrrllr 0 1 GO MP. e7H v -J& L6 RooFv e -V/ �a 1.,mp- FE�r oven- Yu 'A 6 to TYP• ^_t4 �lEN'f`5Ci8L''7G � V 3/ ►1 p5 WN . F -6^i rel rpea. MOUrZ ; Zn4 STUf4 C`140 1, 0 /G %IIx 10 t'^rry,G r;,' o/r' TNR u rTPF r71 t. t. (IS" Co' CORA G -►25 �r �1 yPIP. ►oGS� t� NAILING SCHEDULE CONNECTION NAILING Joist to sill or girder,.toenail 3-8d Bridging to joist, toenail each end 2-8d 1' x 6" subfloor or less to each 'oislt, face -nail 2-8d Wider than 1" x 6" subfloor to eacta joist, face -nail 3-8d 2" subfloor to joist or girder, blind and face -nail 2-16d __, •. _ Sole plate to joist or blocking, typical face -nail Sole plate to joist or blocking, at tylpical braced wall panels 16d at 16" o/c. 3-161 per 16' plate to stud, end -nail 2-16d -Top Stud to sole plate 4-8d, toenail, or 2-16d, end -nail Double studs, face -nail 16d at 24' olc. Doubled top plates, typical face nail Double top plates, 12P Splice 16d at 16' olc. 8-16d Blocking between joists or rafters for ratters to top plate, toenail 3-8d Rim joist to top plate, toenail 8d at 6" olc. Top plates, las and intersections„ face -nail 2-16d Continuous header, two pieces 16d at 16'o/c. alonq each edge ceiling joists to to late, toenail 3-8d Continuous header to stud, toenail) 4-8d Ceiling joists, laps over partitions, face -nail 3-16d Ceiling joists to parallel rafters, face -nail 3-16d Rafter to plate, toenail 3-8d 1' brace to each stud and plate, face -nail 2-8d 1' x 8" sheathing or less to each blearing, face -nail 2-8d Wider than 1" x 8" sheathing to each bearing, face -nail 3-8d Built-up comer studs16d at 24' o/c. Built up girder and beams 20d at 32" o/c. at top and bottom and staggered 2- 20d at ends and at each splice. 2" planks 2-16d at each bearing LO ( P,p 4 { I Q1,01, 1 101-01t 1 4�4 1 i, GONG• �ttJ• -rYr-1. cord r• -P RE - 13A rL• jeer �rrl A/l . T �? ter• tL._ C4 rr A In Ir 'n, It Cal t tt - - --- 0 /4 - . I Ltt'ata/MTT/HTT TYP, 'CYP. ox 10 C 4 PTS . W 11 W. .121( W L ARC / v No.C20s06 Exp. 12-31.03 CAS �F� S H7 • tJ o. OP T'H ME C_ a,, • N - if` sO i co N e N ' U O U W _ J V O Z w V/ "2 40 Q U W aC O _ OK a• It ARC / v No.C20s06 Exp. 12-31.03 CAS �F� S H7 • tJ o. OP T'H ME C_ �, 0 a M