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HomeMy WebLinkAbout064-220-0301 •`, 31'48-91B;P,E 64-2230 -,-/�// /�✓/P� Y{' 1} T INTERMILL, Sam 14759 Vassar,„Ct•, Magalia (new sf.) s r ,. ►rte; , i 44 y _ .,•- if 1 i RESIDENTIAL_ 64-22-30 3148-91B,P.,E,M INTERMILL, Sam 14759 Vassar Ct, Magalia ( new sf) 1: .d Y 9 1' e y u a I OFFICE COPY Address i �I =By �C�W pate p ELECTRIC I Meter By pa/[t? JOB FINALED (D Signature ✓=•OK b = Not OK = Not Applicable Not Ready RESIDENTIAL (Single = Date UNDERFLOOR (Plans) OK except ff's 1. ng -Setbacks- Ease men ts-F d -Slope tg., Main; Soils-Elec. Gr Tic' Ftg. Depth 3-rrg-., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth j._>Kimwalls, Main; Steel-Blockouts-Wrapped 6lltemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7 Steel -Wrapped Pers -Fireplace Ftg.-Steel D.W.V.; Fall-Fitting-Tes W V C/O- ewer est Z 10. X. Gas Pipe; Size-Anch gas piping: size -test 'QKyater Pipe; Test -Anchor -Regulator -Service Test o� 2. Electric; Underground nums & Ducts; Clearance -Material -Support -Ins. ders-Sills-Anchor Bolts -Joists -Vents -Cripples Access & Ventilation 16. Insulation Date - /�/ 9'?_Card B-1 C. S Date -Y `Card B-1 f Date Card B-1 Date { Card B-1 Date P UMBING (Permit),OK except ff's 16r<ater Htr.: Vent- cess -Combustion Air- fie --------- ----- — ----- ------------------- 1 -.ter Pipe; T & Anc - ai rote • ion --------- ------ - - -------------- 1 D.W.V.; Test -Fittings &Anchor- i P tec ' • n -- ------------------ ._19- rwer Pan; Test. First Floor -Tub Access Tub & Shower. Second Floor -Tub Access 2.1. -Gas Pipe: Size & Anchors -Eate -- -- -- -- - - - -- - -------------------- - - --- - Date 2 f1 Card 6-1 GS�--Date -- ----Card-B_1----------- ----- --- ------------------------------ Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except ft's 22 --Fixture & Transformer Clearance -Ins. Protection lec. Receptacles Spacing -Lights & Switches at Doors - -- --- -- ---- ---- Size Boxes & No. of Conductors -sl aw l .� �omex Installed Close to E o s & C.J. -------- - - - - -- --------------------------- 26. quip. Grade'up w/Mech. Fastners- er ----------- -- --- 27 pliance Circuts in Kitchen & Conductor Size!GFI Zyqui}{eed Wire Size / r ga. Cu or AI-A.C. Wire Size / / ga. - -- Cu or -Al ----------- ------------------------------------------- 0 �nge Circ. /� ga. r,A,I�n Circ. / ! ga. Cu or Al. Insulated Neutral UeYes ❑ No --- -- ---- ---------------------------------- - - --- -- - 39�Srvice-Riser Conductors & Ground -Main Disconnect - ----------------------------------------- -3.1rEquip Clearances Panels-Motors-Mech. Equip. ------------- - - ----------------------------------------------- ------------ ------ -- 12-Clothes Closet Light -Shower Light -Spa Light ------------------ - ------------- - - - - - Smoke Detector ------------- ------------------------ ---------------------------------------- ---- Date (� P1/ Card B-1 ;. Date Card B-1 ------- -- ----- ----- G -- ------------------------------------------ Date Card B-1 Date Card B-1 Date ECHANICAL (Permit) OK except a's e _ _ 34. A.C. Ducts Insulation & Support ----------------------------------------------------------------- 35. Vent Fan: Exhaust above insulation ------- ---- 36. Condensate Drain & Overflow: Size & Grade 37. Furnance-Vent: Access -Comb. Air Vent -115 outlet - - ---- - -------------------------------------------------- 38. Attic Access & Platform if Furnance in Attic Date g2 � Card B-1 C �� - Date ------ - --- Card B 1- - _---- --- -- ------------------------------------------------------- Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 3 - Sils. Proper Material & Anchors ---- ----------------------------------------------------------------- 49�Walls Studs -Nailing. Spacing & Bracing -Plates -Sound ------------'------------------------------------------------------------------- 42-Bearing Walls over Girders & Floor Nailing --- - --------------------------------------------------------- ¢2-6raft Stop in Walls- - (rat -- proof)-- -- -- -- - ---- ------------------- ------------------- 43-IF-ire Stops: Furred Ceilings -Stairs -Chases -Tub ------------- 4 -- e ---------------- -- --------------------------- Headers & Beam -Size 8 ESI e� & Duplex) Date FRAMING (Continued) ----- SAS. H ers-Post Gaps -Anchors -Connectors Ing. Joist-Rftr. ties-Purlin-roof Brac- ng. -Ring. 4ire p a Ties or Type A Flue- ce Throat clearance is Access; Size & Rome rte on -Draft Stop -Ins. Baffles rm. Windows or Exiting Doors -Sill Hgt. & Dim ---- --garage Fire Protection Framing 51 Tperty Line Firewall & Openings 5?-e%r-boors-One 3' -Check Garage -3rd Story, 2 Exits Z* ---- 5&.-S.e4s: Width -Headroom -Rise -Run -Landing -Fire Protection 7 o on Roof Overhang -Attic Vernts-Rafter Outriggers - Sailing Veneer stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access ------------------- ---- 5.7!C`lazing Area -Glass Protection -Skylights- Plastic -------------- --- 58. Shear Walls: Nailing -Bolts 'Y59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows Date -Card B-1 C-:&rV Date Card B-1 Card B -le= Date Card B-1 . (PIansi except ff's 9T Steps -Door & Sidelight Protection -Landings [937.urnam Vents -Clearance -Comb. Air-Connector- F%;;OF I r ge: Above Floor-Ducts-Mech. Protection Exiting G.F.J-+ Bath Fixtures & Tub m & Subpanel: Breaker Sizes & Labels Stairs & Rails Piece<t(- -" replace or Stove Clearances -Hearth StJ-'EI . Outlets at Wood Panel; Int. & Ext. 7 t.Fixt..& Appliance: Grnd.-Air Gap -Cooking Clearance c. utlets & Receptacles at Kit. Counter Ue-Garage Fire Door Swing -Landing -Closer ----------------------------- in ------ - in Garage -Damper ----------------- ------------------- --------- Wtr. Htr.: Vents -Clearance -Comb. Air-Connector-P.R.V. . In G bove Floor-Mech. Protection ------------- ------ - 7 . Ib.. Elec. & Mech._Equip. Listed for Location 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protection Nation -Foam -Looked in Attic Z-yles ----------------------------------------- — 1 Guard Rails &.Deck Construction -Post Caps ------------ ---------- ------------- -- s & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes Rn Following instld.; Drive ❑ Yes ❑ No: Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No _ _ _-.SI,_Stucco: Brown -Finish - - 82. A. rt: Disconnect. Electrical, Plumbing 8 ents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings X84 --Water Well; Disconnect, Electrical, Plumbing - c�SrE%T - Iec. Trim; G.F.I. Receptacle -Underground- - -- - -- -------------- h oughoutHouse ---- - -------------------------- Gla rotection orrections from Previous Inspections ---- - ----- - ------------------------------------------- Test-Meters Tagged; Gas -Electric ater Sewer Conn cted-C/O to Grade -HD Approval nergy Compliance rtificate-Other Certificates Date 7, Card B 1 ----Date Card B-1 -Date- -Date-� �j-tj 3 Card B-1 Date Card B-1 - ------ CC---------------- -- — Date�F /3 Card B-1 r a� Date Card B-1 Comments at Final .1 CK O=Not OK = Not t Reeaadyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /"L"ft. / /"Nat. or/ /"L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date CardB-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Stu ds- Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.;' Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s ` 1. Setbacks -Easements ti 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 . ;." I. ^� COUNTY OF BUTTE' -DEPARTMENT OF PUBLIC WORKS PE MIT N0. 7 County Center Drive - OrovlGle, California 95985 - Telephone: 918/538-7541 3 APPLICATION AND PERMIT ASSESSOR PARCEL NUMBERZONING RT 1 BUILDING PERMIT OWNER SAM INTERMILL TELEPHONE 873-3412 SO. FT. OCC. BUILDING VALUATI ppp 1726 R 80 026 OWNER'S MAILING ADDRESS 14198 MONTE CALLE LN MAGALIA 683 M 12 294 CONTRACTOR'S NAME SAME TELEPHONE 110 C 1,430 CONTRACTOR'S MAILING ADDRESS Fireplace i "A" 1,500 CONSTRUCTION LENDER SAC SAVINGS UNKNOWN Total Valuation $ 103,250 FilingFee $ 10.00 LENDER'S MAILING ADDRESS CHICO Permit Fee $ 443.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 221.50 Energy Plan Checking Fee $ 15.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 14759 VASSAR CT MAGALIA Permit tee $ 68 .50 PLUMBING PERMIT Filing Fee 10.00 Each Trap 111 2.00 Solar or heat pump water heater 20.00 No. LOT NO.=ISIPARCEL /I/'.!3�'-Each MAP Water piping , 5.0021 gas water heater or vent 5.00LOT USE OF'STRUCTURE SFJ] Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 0.00ea TYPE OF WORK New A Addition ❑ Remodel ❑ Utilities ❑ installation[] Other ❑ Describe work: 3 3 BDRM Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service e00V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 2 50 CONTRACTORS LICENSE LAW I dec lar 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.`Z�2--3 k;Z Classificationd / El 1, 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.yd OR ACDNS. ACG. BLDGS. , /20sgIt NEW CONSTR U TI.OUTLET NON.RESID BRANCH CIRCUITS 2.50 ea /POWER APPARATUS 6 %SINGLE OUTLET CIR. ) / Ex. Occup\OUTLETS OR FIXTURES 20050Q e ALO 30 FIXED ALNS. Ex. OCCUp. OUTLETS PP (RESID.)REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 9 15.00 Permit Fee I $ 82.70 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. l�l'`I have placed on file with the County of Butte Building Department ltda 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 1 10.00 Heating HEAT PUMP 6. 0 Coolin 3 TON g. 6.00 Hood 3.00 3.00 Ventilation1 3.00 3.00 permit Fee $ 28.00 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 County of Butte to enter upon the above-mentioned property for inspection purposes. I also agc to save, indemnify and keep harmless the County of Butte against all liabil' fes, jud ments, costs, and expenses which may in any way accrue again aid ou y i consequenc of the granting of this permit. ' Date z�` l/ Signature of Applicant - Owner Contractor `� Agent ❑ An OSHA permit is required for excavations over 0" a and em struct- ion of structures over 3 stories in height. t� Mobile Home Installation Fee $ 30.00 Energy Inspection Fee $ rco TYPE E' 8 2.2 TOTAL FEE$ Az. CUA PARK scH FL ^a PAR PD , Issu . This permit is hereby issued unser the sions or the utte County Co a an work c e abo fo ch fees REE! R UBLIC + By PER IT EXPIRES Date applicable provi- resolutions to do have been paid. WORKS to Receipt No. 100701 .276.50 &OS, do, 00 . WHITE-D.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -AP L I c4lfr . � r TO Buildina Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal / Water Supply Hold final for: Water Supply Final clearance O.R. for: Water Supply Clearance for _a_ bedroom mkbA home. Other s-c�e� �UZ all e�C� - -- - c2 9Z- Sanitari t"'` Date TO Buildina Department C i� FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewaqe Disposal water Supply Fold final for: Water Supply Final clearance O.R. for: water Supply_ Clearance for bedroom home. Other NOTE * * * S a /h _4 t;a4v ian Date TO: Building Department FROM: Encroachment Permit Section RE: Driveway Clearance �//07 0 owner location AP�k Driveway permit '1//0 98 has been issued for the above property. 9— lie si ature date COUNTY OF BUTTE - DEPARTME°FPUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE-`OROALLE_PALIFORNIA 95965 - TELEPHONE: 916/538-7541 Y f� PERMIT"APPLICATION DATA SHEET '/ 1Permit No. i OWNER_4/0 -AI-teleit 1/ ,' ` .A. P.'No. (may— � -- O Proposed Building Use g Building Inspector Date Z~ y " JAt time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: F 1. DATE RECEIVED APPROVED 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. Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ......... 7. 8. Statement of Intent for Non -Heated and AC Buildings .. Engineered truss details and layout in duplicate (required prior to plan check) 9 9. Mobilehome installation data including manufacturer's installation ___q1_1 0. instructions// o Fees of $ Co•. ........................................ 11. Chico Urban Area fees paid ....................................... 12. 3• Par fees paid .............. /40"5S--- S`--- School District fees paid ............. t _ Sanitation S . approval from _rAe,41h.Sce Health Department 15. City of Chico plumbiiig permit ................ 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18. 19. Improvements may be required. Contact Land Development Section -DPW Driveway permit (construction approval required prior•to occupancy). v 20. 21. Pre -Inspection for;+required Pre-Inspec. reciuesc o / • • Building Inspector (Date) Contractor's license information.(No., Name Style, Classifications .. 22. Certificate of Wo�,r�kmans Compensation Insurance .................. 23. 24. Owner -Builder Verification (Given to owner 0, Mail to owner 0) ..... Recorded copy Agricultural Acknowledgment Statement ....... G —25 Letter sian ature authorization ................................... 27. f When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone and hold for pickup at A_��*fice. Deliver w/inspector. Other. ! Applica .Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date The following data must be submitted pr i per it ' su nc • , irc 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--naiI—counter by .date Contractor, designer, owner, was advised of above required data by—phone —mai I—counter by date Plans checked by Date cIP ns approved by Date /ets of plans on hold iny File ,;in�et�,,j, f%AP folder Copy—DPW A=dinelingperfioniinificates that the following violations of Butte County Ordinances exist at the above zafi&,essand should be corrected. Please notify this office when correction of work iiscort(oleled.117,youhave any questions pertaining to this matter, or.need additional explanation, Eolease cmita= ithis aDifice immediately. 6wi �J--Zkd 4-F 4, /Y WOvto& J*,- C' C,' ICO 'Oulwe, 3r"'l Demo k�flo ,/ 4 0' P'- Cha,611'1"!d 5 to f -D Y -o COUNTY OF BUTTE. BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 (County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE (OWNER PERMIT NO. A=dinelingperfioniinificates that the following violations of Butte County Ordinances exist at the above zafi&,essand should be corrected. Please notify this office when correction of work iiscort(oleled.117,youhave any questions pertaining to this matter, or.need additional explanation, Eolease cmita= ithis aDifice immediately. 6wi �J--Zkd 4-F 4, /Y WOvto& J*,- C' C,' ICO 'Oulwe, 3r"'l Demo k�flo ,/ 4 0' P'- Cha,611'1"!d 5 to f -D Y -o COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 r 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE,>N OWNER MI 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. ,fit r) 2 Date �2 -' ` Inspector • COUNTY OF BUTTE 4 • DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE l C2A i c 3 w6—y OWNER, r• 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. // , Date //—I Z ` `— Inspector r . e COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS : 196 Memorial Way, Chico ---Phone: 891-2751 - 7 County Center Drive, Oroville -.Phone: 538-7541 rc, 747 Elliott-Raeld',' Paradise — Phone: 872-6307 7~. l CORRECTION- NOTICE R NO r 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. `.,Of Date — Inspector 3 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 &T-eA^j1 3 - 9 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 "T" e -i e- c,44wi c-•* I 44,9 Ar It- ofe, X^.Ac- toe cfta, S 4e—& c /t. e r 0� l ��2 6' o.J �•- OVA �' /t�.g�r'%►:r � Q-�-1 I S ) / / rf V Date Wo/<y 01fy,A of /1r�iG /�GCSy Z Inspector COUNTY OF BUTTE • DEPARTMENT OF PUBLIC WORKS }r 196 Memorial Way, Chico — Phone: 891-2751» r„ 7 County Center Drive, Orovi-I-le•— Phone: 538-7541 747 Elliott Road,+Paradise— Phone: 872-6307 -- - CORRECTION N-O-TICE n 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, oryeed—additional explanation, please contact this office immediately.--' DateInspector ' t•rwlt No. --- ()Wiss r 1 I i- tHtKaY aNtlTtttaATtoN - 14759 Vassar 11tACAltTtolB of "iNBulAI1nN .11. No .1 floor Nit�nd NeM• Il.t�rlil �•1,•�1 R••1•t•n•• R YNlur Tl�lek�+•ir Il�al�e•) VITROttA UA1.1. Ihl. rllil �IUCINd S 791rt t tlerl•tenpr. 11 YA u• ,_Rr3 ", TlIlekiliii(Incb�• 3 5/8" caILt1N1 pati at Mli��k•l.Trp�.f11311i-+�' Ntrna Nllw,i - ---- yb���l R••1•t•11e• R Y•1��« , 1138 + •lbtukn.••(In� le•) f i I! Typ+__FI grrnd Nea•aMG Neer of logo 24 Ilk. Pitt bet Id• N1111•iia� Tl�lukaa•�((incl�e•.--..-• ) 120 TII•t�.el R••t•!•noi(A Y•lu•) 1138 -� tri bdvir•d(tt. ,. p1 Nrrnd Him o R n�ln�ti IbtorlNl s Tlll�kner• Inah•e) _, l yli•rweYiilu•)-a-_. Fl.c>ai11�.d1.A.N �tpnd Na+r N.t•rlrl .. thrt++rl rf rtI1N�• N �t ar _ - 'fllldl�nrrr na Ir• - - Wldtb�llioh��)- ta1+Nu1►t1aN MAI. 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Nt MetRn Nt?11114 tilt MUII.ntHU • J4"1141ry 1lA� COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT .274.50 PERMIT NO. ASSESSOR PARCEL NUMBER �(/-ZZ -3® ZONING 'r BUILDING PERMIT OWNER S -7/V fiel- TELEPHONE 873- 3el Q. FT. OCC. BUILDING VALUATION OWNER)MAILI G AOORESS 1W9A1t e. l //fp ��/ /rq 595 ? Z 6 I p 6 i y CONTR AC�� TELEPHONE CONTRACTOR'S MAILING ADDRESS I Fireplace CONSTRUCTION LENDER ��-A� s�(// s UNKNOWN Total Valuation 5 jj LENDER'S MAILING ADORESS �Q ARCHITECT OR ENGINEER LICENSE NO. Filing Fee 5 10.00 Permit Fee Plan Checking Fee $ �d $ Z .$O ARCHITECT OR ENGINEER'S MAILING AOORESS Energy Paan Checking Fee $ /S. a Penalty $ BUILDING AOORESS Permit fee ; L�7�- SS k e of PLUMBING PERMIT FilingFee 10.00 Each Trap 2,00 Solar or heat pump water heater 20.00 LOT NO/. I Z ( SUBDIVISION NAME PARCEL MAP Water pioina 5.00 .06 Each qas water heater or vent 5.00 0 CI USE OF STRUCTURE SFJ�r Duplex❑ Mobilehome❑ Other SPECI FY Gas piping system 1 - 5 outlets 5.00 5. p v ! Building sewer 5.00 155. 2 Mobile Home S I G I W 0.00 es j TYPE OF WORK Newfi!� Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: 5 Permit Fee $ —.60 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service aIoa00vAMORP OLREssLESS 10.00INO i CONTRACTORS LICENSE LAW I declare under penalty of perjury p y p I y (check one): I 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. Classification. ❑ 1, 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) ❑ 1, as the owner, am exclusively contracting with licensed contract - ors. (Sec. 7044) ❑ I am exempt under Sec. Business and Professions Code for this reason Main service EA. ADO'L 100 AMP 2.50 I O NEW CONST. DWELLING OC P. OR AOONS. ACC. SLOGS. Y i '•�z¢saftl 2O I NEw CONSTR. . ULTI.oUT�=T NON.RESID BRANCH CIRC' ITs 12.SOeai i (POWER APPAR ATOS e) SINGLE OUTLET CIR, ( i Ex. CCCUO( OUTLETS OR FIXTURES 20 ��i I Ie-- .COQ \ EX. Occup. OUTLETS PR ESIDJIRE A. j 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ 6;7— -76 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for 5100.00 (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 suchPerrnit Provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating am ! I I I 9 Coolin32 Uv Hood 3.00 13.OD Ventilation -31 GO Fee ; 2 811 00 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 County or 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. XThis Signature of Applicant - Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct. -on ofstructures over 3 stories on heoght. Mobile Home Installation Fee S Energy Inspection Fee $ occ CONST TYPE TOTAL FEE S Off/ ""z /_ A I TANK I CNL ; =L0 COF 1AH I I permit is herebv issued unser sions or the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC 3v PERMIT EXPIRES Date the applicable provi- resolutions to do have been paid. WORKS I Date / Receipt No. ��4 o7�-- ,276 =6 � ­ft•O.P.'n.. 7tLLOW.13et330w. -INA NePtCTon_ _�: �...-.,a-.oP,_�c.Nr 9/ G� I /7 Z-4�: 1po 7 ? s /0-�?-r/- 1�116 BUTTECOUNTYSCHOOLS DEVELOPMENT FEE CERTIFICATION FORM y / (One Form per Building) A.P. Number ` -- Z 30 Building Department No. School District jS� City D County N/-1 Jurisdiction: Property Owner Project Location/Address" e e/ % j �%/I S5,, k rt /"/. ;4-- Subdivisiop Lot Number Re.sidential.Development: 1 [ J a - Sq . Footage / 72 # of L'ving MHI Addition (Group R) Units Commercial/Industrial: a 0 Sq. Footage New Addition (Including Exterior Roofed Areas) . �� Buil ing Dg9ar'finent tRepresentative Date (Floor Plans reviewed by School District Personnel) District Id No., C -1'2— n . School District certifies that 't (Applicant Name) -- (Phone -Number) Glc (Street Address) t (City) ,(State) (Zip Code) has complied with the `requirements of Resolution No. by the payment of $ '`%`%, �� representing square feet .- Date' PAID BY CHECK NO. REMARKS: BANK4 NO If this nrniPrt JR rPvi PwPA „ndar rROA this PAID BY CASH' nr.n Prt may hp c»h_iprt to ndditinnal arhnn1 foac to flt11 it mi t'i natn i to 4---n* white -applicant, yellow -building department, pink -school district SCHOOL.FEE. (8/88) RESIDENTIAL PLAN CHECKING GUIDE 8/91 (S.F., DUPLEX & MISC. ONLY) Bldg. Permit # :j 144-17j OWNER_ I1���M�1-� A. P. # 4>4. 2.3V GENERAL Plan Checker l2yL v d r_,quirements: (sideyards and number of permitted living units). —rte/ a�ua_tio.n.� W. T/ PG , 3!�lans signed by designer. 4�! Proper description of work on application. -�--Ming violations on property. © Items on data sheet. (W.C., fees, Health, Developer Fees, License law, etc)." JAir d notice of violation. PLOT PLAN (-r 1. Complete parcel size and dimensions. 2�'Setbacks, sideyards, easements, etc. 3— tither buildings or structures. 4 -.---Grading, fills, drainage. 5t/Flood hazard. Special conditions on creation map, (noise, CDF, fire ustible, and foundations). 7. AU & FAS road setback. 8. B "lding or utilities across lot lines (Record form). FLOOR PLAN, 1. omplete to scale plan with dimensions. 2� sprinklers, non-comb- KKRequirea windows for light and ventilation (Sec. 1205). 3 , *red windows for second exit (Sec. 1204). :,yllghts (Chaptet•34 &;Sec. 5207). a .. Human Ampact•glass (Sec. 5406). Z✓f�equired room sizes, ce*ling.heights (Sec. 1207). ��CIs in baths, garage, kitchen, and exterior outlets (Article 210-8). 8 Light fixtures, switches, receptacles, and exterior• -receptacles f6r'mai'n' tenance of mechanical equipment. %,-- locations of water heater, heating and cooling equipment, other electrical or gas equipment. ]Aw-Garage firewall, door size, and closer (Sec. 503(d)(3)). ll -'f - 3'0" exterior exit door (sec. 3304 (f). 1&." -Fireplace and wood stove location, alcoves, and clearance. Pmoke detectors (Sec. 1210). lumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS 7—Standard bracing or engineered design (Table 25V) `2-.---'�nusual shape, size, or split level house requiring lateral design. 3---eVerestory requiring balloon framing and/or engineering.:. Foune story building requiring engineered calculations and plans. dation plan complete enough to construct building. For construction details complete enough to construct building. 7./ levations and wall construction details complete enough to construct Roof construction details complete enough to construct building. fireplace construction details and calcs if`n•ecessary. Rafter=ties or bearingridge beam. 1& ---Garage door or porch header sizes. 19---S-tud heights. e soils - special foundation design. etaining walls requiring design. -i5—S-pe-c-ial Inspection required. building 8/91 RESIDENTIAL PLAN CHECKING GUIDE MISCELLANEOUS ITEMS TO LOOK OUT FOR 14/ Stairway details: landings, rise and run, head clearance, handrails Sec. 3306). 2. Guardrail details (Sec. 1711 & 3306(j). 3fl Brick or stone veneer (Chapter 30). xterior p aster - weep screeds (Sec. 4706). t. roper roof pitch for roof convering (Chapter 32). Roof covering type - (fire hazard). oam insulation - protection. 36" halls and stairways. 9-. Ltvirig--alrea over garage - complete 1 -hour separation required.on garage side including supporting walls and posts', et'c'. ' ' ` iy o ­exi on three-story dwellings (sec. 3303 & see Mezannines - 1716). (V ttic access and ventilation (Sec. 3205). 1 erfloor access and ventilation (Sec. 2516). 1 Combustion air for fuel burning appliances - L.P.G. requirements. 1 se requirements on duplexes. nergy design. 16. fYYashing at all exterior openings. 1 CDF responsible area requirements. CJ_161 - 911 /NC0 NG �6GLo UJ w S /�Irc� P'43- �F-r ,�,J�,3.�E r-o� MA64' LAA __�-O CAPIV6 � f w� ^ COMPUTER METHOD SUMMARY ' Page 1 ' C -2R Project Title!......... Intermill Residence Date........ 03/30/92 Project Address........ 14759 Vassar Ct ' ------- 7------------- Magalia : | Documentation Author... Robert A. Mangrum 1 Building Permit # 1 Company................ Paradise Mech. Design | | Telephone.............. (946) 877-3979/877-0602 _ � Plan Check / Date � | � Compliance Method .... w. MICROPAS3 by Enercomp, Inc. ' � Field Check/ Date � Climate Zone........... 11 --------------------- ) MICROPAS3 v3.11 File-2INTERMI Wth-CTZ11 Program -FORM C -2R | | User#-MP1342 User -Paradise Mech. Design Run7Intermill Enhance^ } - ============================= MICROPAS3 ENERGY USE SUMMARY' � = Energy Use Standard Proposed Compliance- = = QBtu/sf-yr) =. ____________________ Design Design Margin = __________ SpAce He�'ing.......... 33.27 __________ 22.52 __________ = 10.75 = . = Space Coolinp.......... 23.47 . 16.21 '� 7.26 = ` Water -Heating.......... | 11.74 17.10 -5.36 ^ = = ` Total 68.48 55:83� . 12.65 = ' ^ Building ================================================================= complies with Computer = Performance ' GENERAL INFORMATION ___________________ ^ Conditioned Floor Area..... 1738 sf Building Ty`e.............. Single Family Detached Building Front Orientation. Front.Facing 120 deg (SE) Number of Dwelling Units... 1 Number of Building Stories. 1 Weather Data Type.......... ReducedYear , Floor Cpnstruction Type.... Raised Floor (Package E) Number of Building Zones.�. 1 ' ^ Conditioned Volume......... 14594 cf ' ^~ . Footprint Area............. 1738 sf - ^ Slab -On -Grade Area......... 0 sf Glazing Percentage......... 13.3 % of FA Average Ceiling Ceiling Height..... 8.4 ft ^ ^ BUILDING ZONE _________________________ INFORMATION ' Floor # of Cond- Area Volume Dwell Thermostat Zone Type itioned (sf) ______________ _______ _________ (cf) � _________ Units _____ Type ____________ HOUSE ` Residence Yes 1738 14594 1.00 Setback ' Vent 'Special Height 'Vent Area (ft) (sf) ' ______ ----------- 2. 0 ________2.0 n/a ` . . 'COMPUTER METHOD SUMMARY Page 2 .C -2R =============================================================================== Project Title.......... Intermill Residence Date........ 03/30/92 | HICROPAS3v3.11 File-2INTERMI Wth-CTZ11 Program -FORM C -21R � | User#-MP1342 User -Paradise Mech. Design Run-Intermill Enhanced | _______________________________________________________________________________ OPAQUE SURFACES GLAZING SURFACES Area Area U- Insul Act Left Solar Location/ Form 3 . Surface (sf) value R-val Azmth Tilt Gains Comments Reference HOUSE Shade Gls+ Surface ___________ (sf) Panes Type Type . Azmth 1 Wall 384 0.081 R-15 120 90 Yes Front wall NONE 12 Wall 320 0.081 R-15 210 90 Yeg Left wall NONE 3 Wall 560 0.081 R-15 300 90 Yes Back'wall NONE 4 Wall 64 0.081 R-15 30 90 Yes' Right wall NONE 5 Wall 176 0.081 R-15 120 90 No to garage NONE 6 Wall 256 0.081 R-15 30 90 No to garage NONE 7 Roof 1840 0.029 R-38 0 0 Yes attic R.38.2X12.24 8 Door 20 0.330 R-2 120 90 Yes front door None 9 Door 20 0.330 R-2 30 90 No to garage None 10 Floor 1738 0.037 R-19 0 0 No to crawlspace FC19.2X8.16 GLAZING SURFACES OVERHANGS AND SIDE FINS ---Window-- --0 --- Overhang ----- ---Left Fin--- ---Right Fin -- Area Thick ^ Mass Type _______________ (sf) ______ Left ' SC Interior SC Area # of Frame Open U- Act Dpth Glass Shade Gls+ Surface ___________ (sf) Panes Type Type value Azmth Tilt Only Type Shade HOUSE _____ _____ ________ ______ _____ _____ ____ _____ __________ ------ ____HOUSE 1 Window 60.0 2 Metal Slider '0.65 120 90 0.77 None 0.66 2 Window 40.0 2 Metal Slider 0.65 120 90 0.77 None 0.66 3 Window 8.0 2 Metal Slider 0.65 210 90 0.77 None 0.66 4 Window 123.0 2 Metal Slider 0.65 300 90 0.77 None 0.6' OVERHANGS AND SIDE FINS ---Window-- --0 --- Overhang ----- ---Left Fin--- ---Right Fin -- THERMAL MASS ------------ Conduct- Su'face ivity' R -value ________ -------- 0.67 R-0.0 0.67 R-0.0 0.59 R -O.0 Location/Comments - tile: kitchen & baths tile: kitchen & baths fireplace: living room Area Thick Heat Mass Type _______________ (sf) ______ Left Rght HOUSE ' 120 Surface ----------- (sf) ----- Hght ----- ^Wdth n Dpth Hght Ext n Ext Ext Dpth Hght Ext Dpth Hght HOUSE - --- ---- ---- - -- ---- ---- ---- ---- ---- ---- -��� 1 Window 60.0 6.0 5.0 6.0 0.5 n/a n/a' n/a n/a n/a n/a n/a n/a 2 Window 40.0 5.3 4.7 2.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 123.0 5.3 4.7 2.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a THERMAL MASS ------------ Conduct- Su'face ivity' R -value ________ -------- 0.67 R-0.0 0.67 R-0.0 0.59 R -O.0 Location/Comments - tile: kitchen & baths tile: kitchen & baths fireplace: living room Area Thick Heat Mass Type _______________ (sf) ______ (in) Cap HOUSE _____ 1 InteriorHorz 120 1.5 24.0 2 InteriorVert 110 1.5 24.0 3 InteriorVert 98 4.0 21.0 THERMAL MASS ------------ Conduct- Su'face ivity' R -value ________ -------- 0.67 R-0.0 0.67 R-0.0 0.59 R -O.0 Location/Comments - tile: kitchen & baths tile: kitchen & baths fireplace: living room . 'CbMPUTER METHOD SUMMARY � .` ' '' ' Page 3 . C -2R . ^ . Project Title., . . . . . . . . . Intermi ll Residence . * Date. . . . . . . . 0 92 ^ ` | ' MICROPAS3 v3.11 File_2INTERMI Wth-CTZ11 Program�FORM C ---2F' | | User#-MP1342 User -Paradise Mech. Design Run-Intermill En|anced HVAC SYSTEMS . , - ------------ . . Minimum Duct '-Duct . Duct System Type Efficiency ^'Location R -value Efficiency. ' HOUSE ^ HeatPump 7.8 HSPF .CrawlspaceR-5.79 0.835` Heatpump' 12. 00 SEER Crawlspace R-5. 79 0. 868 ` . , . ' + WATER HEATING SYSTEMS ' ' Capa- R-12or ~ ' Pi t ' ^ ` � System # of city Greater Effic- ' Standby Input Size Type Heat (gal ) Blanket iency Loss '~Rating (Btuh) Credits . . .. Storage . .^ . ` Electric 1 50 , Yes 0.99 RE .8% 4.5 kW n/a Recovery_ ` SPECIAL. FEATURES/REMA `KS ' ~ �^ .. . . . . . ' ^ ' � ^ ^ ^ . . ' . . .' . . ~ ^ . . . ~ ' . . . ' . ' . ~ . ^ . ^ ' ` ' ' ^ . ' . . . . . - CERTIFICATE OF COMPLIANCE: RESIDENTIAL' Page 1 CF -1R Project Title ......... v Intermill Residence Date........ 03/30/92 Project Address........ 14759 Vassar Ct ' Magalia Documentation Documentation Author... Robert A. Mangrum Building Permit # | Company................ Paradise Mech. Design Telephone.............. (916) 877-3979/877-0602 ' l Plan Check /-Date | . | | Compliance Method...... MICROPAS3 by Enercomp, Inc. | FieldCheck/ Date 1 Climate Zone........... 11 ---------------------- i -------------------- | MICROPAS3 v3.11 File-2INTERMI' Wth-CTZ11 Program -FORM CF -1R | � User#-MP1342 User -Paradise Mech. Design Run-Intermill Enhanced | ------------------------------------------ _____________________________________ GENERAL INFORMATION Conditioned Floor Area..... 1738 sf Building Type.............. Single Family Detached Building Front Orientation. Front Facing 120 deg (SE) Number of Dwelling Units... 1 Number of Stories.......... 1 ' Floor Construction Type.... Raised Floor (Package E) Infiltration Control....... Standard ' BUILDING SHELL INSULATION _--- --- ---- _________________ . ^ Component Insul Type R value Lcation/Comments Wall R-15~ Front wall, Left wall, Back wall 0=°~ ight wall, to garage Roof R-38^~ attic Door R-2 /front door, to garage , Floor R-19»� to crawlspace GLAZING Glazing Area # of Interior Extenior ' ^ Framing Orientation ___________________ (sf) ______ Panes Shading _____ __________ Shading _____ . OVerhang ___ ________ Type Window Front (SE) 100.0 2 None None' Yes ____�-___ Metal Window Left (SW) 8.0 2 None None ' None Metal Window Back (NW) 123.0 2 None None Yes Metal THERMAL MASS Area Thickness Hard Surfaced/ Type ____________ (sf) ______ ' (in) _________ Exposed ______________ Location/Comments InteriorHorz 120 1.5 Yes __L_____________________ � tile: kitchen & baths InteriorVert 110 1.5 Yes tile: kitchen & baths' InteriorVert 98 4.0 Yes � fireplace: living room . . ' ' . 'CERTIFICATE OF COMPLIANCE: RESIDENTIAL . Page 2 =============================================================================== CF-1R Project Title.......... Intermill Resid6nce Date... .,.. 03/30/92 | MICROPAS3 v3.11 File-2INTERMI Wth-CTZ11 Program-FORM CF-1R ' | | User#-MP1342 User-Paridise Mech..Design -Run-Intermill ________________________________________-_________�____________________________ . Enhanced ' | , ASSUMED HVAC SYSTEMS_ . . ` __________________ ^Assumed Duct ' Duct / Assumed System Efficiency Location R7value ~' _____________ _______ ` . ^ HeatPump - 7.8 HSPF Crawlspace R-5.79 Heatpump . 12.00 SEER Crawlspace ^ R-5,79 ' ACTUAL HVAC SYSTEMS . . . ` Actual Output Manufacturer and Model # _ Actual System Effi __________ ------------------- Heating ____Heating , Cooling Cooling Coi��� Carrier 40YA04 CEC Maximum outp ' Btuh ^ WATER HEATING SYSTEMS ' ' . _____________ . ' Tank R-12 or . ' . # of Vol Greater Manufacturer and Model # Energy System Type ~ Heat (gal) Blanket (or approved equal) Credits __________________--- _____ _______ ________-------------- _---- ___-______ Storage, Electric� 1 50 Yes State TV-50-NKRT-R16 Recovery . SPECIAL FEATURES/REMARKS ________________________ . . ` � - ^. . , � � � � ~ � .. - - ' 'CERTIFICATE OF COMPLIANCE: RESIDENTIAL ' Page 3 . CF -1R Project Title.......... Int&rmill Residence Date'........ 03/30/92 =============================================================================== � MICROPAS3 v3.11 File-2INTERMI Wth-CTZ11 Program -FORM CF -1R | User#-MP1342 User -Paradise Mech. Design Run-Intermill Enhanced | . ^ 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. ' . ],,Jame.... Company. Address. Phone... License. Signed DESIGNER DOCUMENTATION AUTHOR Name.... Robert A. Mangrum Company. Paradise Meph. Design Address. 390 Starlight ct Paradise, CA. 95969 Phone... (916) 877-3979/877-0602 Signed OWNER ' Name.... Sam Intermill Company. Owner/Builder Address. 14198 Monte Callel 'Magalia, CA 95954 Phone... Signed ENFORCEMENT AGENCY Name.... ' Title... Agency.. Phone... Signed ^ ` � , (date) HVAC SIZING Page 1 HVAC Project Title.......... Intermill Residence Date.......,, 03/30/92 Project Address........ 14759 Vassar Ct---.-.------.____--_--_-----.--__ Magal is ; ; Doc'umen'tation Author-,,.. Robert A. Mangrum ; Building Permit #k Company.a..........o... Paradise Mech. Design ; Telephone.. ,............ (916) 877-3979/877-0602 ; Plan Check: / Uate Compliance Method...... MICROPAS? by Enercompq Inc. ; Field Check/ Date Climate Lone........... 11 ------.---_.--.-----__-_-__. MICROPAS3 x3..11 File-21NTERMI Wth--CT111• Pr-ogram-HVAC-SIZING User#-MP1:=42 User -Paradise Mech. Design Run-Intermill Enhanced ------------------------------------------------------------------------------- GENERAL. INFORMATION ---------------------- Floor- Area .. o .... „ ......... 1.738 sf Volume.,......;............ 14594 cf Front Orientation.......;.. Front Facing 120 deg (SE) Sizing Location ............ PARSDISE Latitude ................... =9.8 degrees Winter- Outside Design...... 30 F" Winter- .Inside Design....... 70 F= Summer Outside Design...... 99 F Summer Inside Design....... 75 F= Summer Range............„.. 34 F Shading Used ............... Yes Latent Load Fraction....... 0.30 HEATING AND COOLING LOAD SUMMARY Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Sol.ar...o.. 10942 5457 Glazing Conduction ............... 6006 ?604 Glazing Solar.. ....;....„... . n/a 6955 Infiltration ................... . . 18301 3013 Internal Gain ............... e e . e a n1a ' 10C) Ducts ............................. 2525 1057 Sensible Load ..............„.,... 27774 22205 Latent. Load......., . „ ..... „ < .. . n/a . 666' To•tai Load 27774 28867 Note: The loads shown are only one of the criteria affecting the selection of HVAC: equipment. . Other- relevant design factors such as air flow requirements, outdoor- design temper-aturis9 coil. sizing, availability of equipment., over sizing safety margin, etc. must also be considered. It is the HVAC designer "s responsibility to consider- all •f -actors when selecting the: HVAC equipment. CEC Maximum output applicable for gas central furnaces only ^ - '. 1. _________________ Water heater type....... WATER HEATING =============================================================================== ' 2. Page 1 ^ .DHW Project Title.......... Intermi1` Residence Date........ 03/30/92 4. Project Address........ 14759 Vassar Ct ^ -------------------- Tank volume............. ' Mag alia . ^ | } Documentation Author... Robert A. Mangrum 1 Building Permit # | Company................ Paradise Mech. Design. � 1 Telephone.............. (916).877-3979/877-0602 |' Plan Check / Date � Compliance Method...... MICROPAS3 byEnercomp, Inc. | Field Check/ Date < Climate Zone........... 11 . ' ----------------------- -------------------- 2. | MICROPAS3 v3.11 d File-2INTERMI Wth-CTZ11 Program-WATER HEATING | | . User#-MP1342 User -Paradise Mech. Design ------------ _------------------------------------------------------- Run-Intermill Ehhanced =__________ | ' WORKSHEET ONE: STORAGE GAS OR STORAGE ELECTRIC . ^ A. EQUIPMENT DATA . ^ ^ '. 1. _________________ Water heater type....... . Storage, Electric ' 2. Manufacturer............ State 3 Model' number............ ' ' 4. Ignition device......�.. n/a ' 5. Tank volume............. 50 gal 6. Recovery efficiency..^.. .99 percent x 0.01 7. Standby loss........'.... .008 percent/hour x 0.01 ' 8. Rated Input............: 15358.5 Btu/hr , 9. Number of Heaters....... ~ 1 . 10.'Insulation Jacket,...... . Yes . B. OPERATING DATA ` 1. Climate Zone............ 11 2. Water heating bud'et.... 20400 kBtu/yr/unit 3. Tank set temp ......... a. 140 F 4. Water main temp ....... 1. 65 F 5. Daily hot water load.... 50 gal 6. Ambient air temp...... 62.8 F ' 7.-Adj. Standby Losses..... .00608 ' ' 8. No. dwelling units...... 1 9. Pump power ............ 1. 0 Watts (0 Watts controller) ' 10.Pumping energy.......... 0 Watt-hr/yr (24. hrLper day) C. WATER HEATING ENERGY CREDITS 1. Credit Name ^............ Recovery 2. Annual savings.......... 3060 kBtu/yr/unit ~ . ^ D. ANNUAL WATER HEATING ENERGY ' ------------------------------- 1. ___________________-_________1. Recovery load._..........' 11292 kBtu/yr , ^ 2. Recovery energy......... ` 8315'kBtu/yr 3. Standby loss energy..... A , 1591 kBtu/yr 4. Pumping energy.......... ' V kBtu/yr source 5. Total energy............ . 29720 kBtu/yr/unit source ' 6. C6mparison.............. ~ ' -9320 kBtu/yr/unit source 7. Points.................. .-11 . 8. Water Heating Energy Use 17.10 kBtu/yr/sf ' (D5 x Be) / 1738 sf ' Return to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT'S v E FOR RESIDENTIAL DEVELOPMENT Section 26-8.1 of the Butte County Code requires this acknowledgement be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this' property may be subject to inconveniences or discomfort arising from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte.County has established agricultural zones which have as a priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or disconform from normal, necessary farm operations. All that real property situate in the County of Butte,.State of California, described as follows: Z07-� O 0K J 83 9 92-014738 1 Rec Fee -� I Check j Recorded I Official Records I County of Butte I Candace J. Grubbs I Recorder 1 2:15pm 6 -Apr -92 I PUBL Date: - PROPERTY OWNERS: Z - State of County of G ) 5.00 5.00 XX On this the a( day of� 19�, before SS. me, the undersigned Notary Publi°, personally appeared ®, P. Mc WHERTER NOTARY PUBLIC -CALIFORNIA a Butte County a NyCommissfon Expires May 27,1993 a ■ ®a�aasaa®ease®taasaaa®aaea® Present A.P. No. /w Personally known to me. Cl- Proved to me on the basis of satisfactory evidence. to be the-person(s) whose names) / s subscribed to the within instrument and acknowledged that /-)eF executed the same for the purposes therein contained. IN WITNESS WHEREOF, I hereunto set my hand and official seal. l Notary Public EN® OF DOCUMENT COUNTY OF BUTTE - .:DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA 95965 PHONE. 916-538-7541 DATE 9-17-91 J SAM INTERMILL RE: B. P. APPLICATION #3148-91 14198 MONTE CALLE LN MAGALIA CA 95954 A.P. # 64-22-30 With reference to the above subject: _1 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 " 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 (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. X OTHER AFTER SEVERAL FAILED ATTEMPTS TO RFACH_ YOU BY PHONE, PT,FA4F rnNTArT MF REGUARDING THE FOLLOWING: 1 RETAINING WALLS 2. ENERGY COMPLIANCE Should you have any questions concerning the above, please contact BOB KEITH of this office.r� Yours very tr ` r - ' � . - JFG/aj William Cheff Director of Public Works '��= //J.F. Glander , Chief Building Inspector Sam Intermill 14198 Monte Calle Lane Magalia, CA 95954 Dear Mr. Intermill: LA1\ID oF' NA i URAL WEAK Tl H AND a=AUT, BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1 COUNTY CENTER DRIVE - OROVILLF. CALIFORNIA 959G5-339/ TELEPHONE: (916) 53B.7541 FAX: (916) 530-2140 April 16, 1993 RE: Building Permit #3148-91 Expiration Date 5/4/93 A.P. # 3148-91 With reference to the above subject, our records indicate that your building permit expires on the above date and your permit falls into the category marked. below: PPermit work started, but not completed. Permit may be renewed for 2 the LJ original building permit fee (plus a $15.00 filing fee). The renewal permit will extend the building permit for an additional year from the original expiration date. Should you not renew your permit within 30 days of the expiration date, all work. must cease until a new building permit has been issued. For your convenience, we are enclosing a renewal application form and owner -builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Please return all copies of the application form. 01 No inspections have been made on permit work. Inspections are required to verify code compliance. We are unable to renew a permit where the work has not been started and inspected prior to permit expiration. After expiration of your permit, no work may be started until a new permit has been issued. If our records are in error or should you have any questions concerning this matter, please contact the Paradise _ office. Thank you for your prompt attention concerning this matter. JFG:hla cc: Building Inspector Yours very -truly, j' J.F. Glander Manager, Building Inspection Attachments: [Renewal Application [XJOwner-Builder Information U.Y. Owner -Builder Verification. Chico - 1469 Humboldt Rd/891-2751 Paradise - 745 Elliott Rd/872-6307 I L_E ;'EF: RE'TA 1!`411\!i - W!=_ �i1J��_!__L_ !__ !\!ERT S,cl •i .._. r_�F ,_ l.a I ..i !__i TUI :� L 1�E� i I:�id I t�!i 1c).jl- LISA L_r1NE PARADISE, 1_A 9596' AU_ UL_AT I OI\IO ARE IN � lJI''iF'L_ T hf`!;= E WITH T! --IE 1'308 EDITION OF THE Uhi- \ 92 F-F:AIS!!':: L. I'YUl<:OSr 1.1* F: :_ :_ �; ! tjUTTP- COUNTY � ` v DF-PARTMEN1 COUNTY OF BUTTE !- L_ T EI\I1� J. NL— EI I NG BUILDING 19 ` FLT ENGINEERING SUBJECT: CONC. CANTILEVER RETAINING WALLS 5790 CLARK ROAD PARADISE, CA BY: FLT DATE: 6/90 JOB NO.: 0426-1 PROJECT: WEND ELL REINERTSON — ARCHIL DESIGNING SHEET 1 .OF 11 1054 LISA LANE,' PARADISE, CA 95969 ' DESIGN�CRITERIA� CONCRETE CANTILEVER RETAINING WALL SUPPORTING RESIDENTIAL ROOF, FLOOR AND STUD WALLS. CODE 1988 U8F_': SUPERIMPOSED UOADS: MIN. DL = .010 x (3+8+2) = .19 k/l MAX. LL = .030 x 17 +.010 x (17-3) +.010 x 17 +.008 x 8 & .88 k/l ALTERNATE MAX. LL = .050 x (7.5+8.5) = .80 k/l LOADING PER ABOVE IS CRITICAL FOR BOTH — BEARING (INCLUDES DL+LL) AND SLIDING RESISTANCE (MIN. DL ONLY), ' MAX. LL —.ROOF (SNOW) + ADD'L LIGHT ROOF DL + ADD'L HEAVY ROOF DL + ADD'L WALL DL ALT. MAX. LL — 1ST & 2ND FLOOR DL + LL (NO ROOF LOAD) CALCIS FOR: 6" THICK WALL: H1. 41-8" HIGH — SHEETS 2 & 3 H2. 5'-8" HIGH — SHEETS 4 & 5 8" THICK WALL: HA. 6'78" HIGH — SHEETS 6 & 7 H4. 71-8" HIGH — SHEETS 8 & 9 H5. 81-8" HIGH — SHEETS 10 & 11 CONSTRUCTION DETAIL — SHEET S-1 (BY OTHERS) MATERIALS: CONCRETE — ULTIMATE COMPRESS. STRENGTH — f'c = 2000 PSI @ 28 DAYS, REINFORCING — ASTM A615' GRADE 40, ALLOWABLE SOIL BEARING PRESSURE — 1500 PSF, ' ALLOWABLE LATERAL BRG. PRESSURE — 200 PSI-- ^ FLT ENGINEERING PROJECT : WENDELL REINERTSON - ARCHIL DESIGNING 8790 CLARK ROAD JOB NO. : 0426-1 PARADISE, CA DATE 6/1990 (916) 872-0254 CALCIS BY : FLT SHEET �� OF SUBJECT: CONCRETE CANTILEVER RETAINING -------------------------------------- _________________________________WALL WALL ' WALLDESIGN., <` ------------ \ . ` ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO:' LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 0 . YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP).; .19 - LIVE LOAD (KIP): .88 OVERALL HEIGHT OF THE WALL - H (FEET): 4.67 OVERALL HEIGHT OF THE SOIL Hr:(FEET): THICKNESS OF WALL- TOP (INCHES): 6 - - BOTTOM (INCHES): 6 COEFFICIENT - a : 1.46 TOTAL EARTH PRESSURE - Fw (KIPA 0.24 MOMENT - Mw (FT -KIP): 0.32 AREA REINF. (IN^2) 'di(IN) SIZE & SPA (IN) -------------------------- _______________ \ \ 0.058 3.75 #4 @ 41.2 MIN. VERTICAL REINF. - .15 % (IN^2): 0.108 MIN. HORIZONTAL REINF. - .25 % (IN^2): 0.180 DESIGN REINF. - - HORIZONTAL: #4 13 COMBINED STRESSES @ WALL: / 0.18 < 1.0 PROJECT : WENDELL REINERTSON.- ARCH'L DESI8NIN8 JOB NO. : 0426-1 DATE : 6/1990 CALCIS BY : FLT ' FOOTING DESIGN: ----------------- DENSITY ______________ DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERTE (PCF): 150 OVERTURNING RATIO - MIN: 1.5 - MAX: 2.5 ALLOW, SOIL BEARING PRESSURE (PSF): 150"., ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: 0.35 DESIGN FOOTING DEPTH (INCHES): 12 DESIGN FOOTING WIDTH - HEEL (INCHES): 6 � - TOE (INCHES): 12 FOOTING KEY _ DEPTH & WIDTH (INCHES): 6 � - BACK TO BACK OF WALL (INCHES): 0 TOTAL WIDTH OF FOOTING (INCHES): 24- 4OVERTURNING OVERTURNINGFORCE - Fo (KIP): 0.38 OVERTURNING MOMENT - Mo (FT -KIP): 0.63 TOTAL RESISTING WEIGHT - W (KIP): 1.08 RESISTING MOMENT � Mr (FT -KIP): 1.39 ` OVERTURNIN8 RATIO'- SF 2.23 `. NET MOMENT - Mn (FT -KIP): 0.77 ECCENTRICITY - e (FEET): 0.'29 ECCENTRIC MOMENT - Me (FT -KIP): 0.31 FOOTING AREA - Af (FT -2): 2.00 SECTION MODULUS- ^3) S (FT : 0.67 SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF): SOIL PRESSURES - ADDED LL - SPt' (PSF): - SPh' (PSF). SLIDING RESISTANCE - Fr (KIP): FLT ENGINEER 5790 CLARK ROAD PARADISE, CA (916) 872-0254 1006.59 { 1500 71.16 > 0 1116.59 < 1500 841.16 > 0 0.60 > 0.38 FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): 1.06 MAX. MOMENT @ TOE - Mt (FT-KlP)a 0.89 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ------------------------------ __________________ 0.069 8.75 #4 @ 34.7 ` � DESIGN TOE RElNF.: #4 @ �` . . PROJECT : WENDELL REINERTSON - ARCH'L DESIGNING JOB NO. : 0426-1 DATE : 6/1990 ( ` \ ` CALC'S BY : FLT . ` SUBJECT: CONCRETE CANTILEVER RETAINING WALL ------------------- _______________ WALL DESIGN-. ____________ FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET -?- OF /Y ALL CALCULATIONS ARE IN UNITS(LN. FT. GRADE SLOPE RATIO: ' LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 0 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP): '19 - LIVE LOAD (KIP): ,88 OVERALL HEIGHT OF THE WALL - H (FEET): 5.67 ~~y�------ . 1/44 OVERALL HEIGHT OF THE SOIL - Hr (FEET): . 5 . . THICKNESS OF WALL - TOP (INCHES): G \ � - BOTTOM (INCHES): 6 ` \ - COEFFICIENT a : � ` . - w : TOTAL EARTH PRESSUREF (KIP) 0.38 MOMENT - Mw (FT -KIP): 0.63 � AREA REINF' (IN'/2) TOM) ---------------- _---------- SIZE & SPA (IN)- 7______________�_____ 0.114 3.75 #4 @ 21.1 MIN. VERTICAL REINF. - .15 % (IN^2): 0.108 MIN. HORIZONTAL REINF. - .25 % (IN^2): 0.180 DESIGN REINF. - VE ' - HO _ ` COMBINED STRESSES @ WALL: 0.32 < 1.0 \ \ ` PROJECT : WENDELL REINERTSON - ARCHIL DESIGNING JOB NO. : 0426-1 DATE : 6/1990 CALC'S BY : FLT ' FOOTING DESIGN: ----------------- DENSITY ______________ DENqITY OF SOIL (PCF): 100 DENSITY OF CONCERTE (PCF): 150 OVERTURNING RATIO - MIN: 1.5 - MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT ' - Fc: 0.35 DESIGN FOOTING DEPTH (INCHES): 12 DESIGN FOOTING WIDTH - HEEL (INCHES): 6 '"E `^'`"'ES'. 10 FOOTING KEY - DEPTH - BACK TO BACK OF WALL (INCHES): TOTAL WIDTH OF FOOTING OVERTURNING FORCE - Fo (KIP): 0.541 OVERTURNING MOMENT - Mo (FT -KIP): 1.08 TOTAL RESISTING WEIGHT - W (KIP): 1.34 RESISTING MOMENTM - r (FT -KIP): 2.32 OVERTURNING RATIO - SF 2.15 NET MOMENT - Mn (FT -KIP); ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - Afz(FT^2): SECTION MODULUS - S (FT^3): SOIL PRESSURES - DL ONLY - SPt (PSr): - SPh (PSF): SOIL PRESSURES - ADDED LL - SPt' (PSF): - SPh' (PSF): SLIDING RESISTANCE - Fr (KIP): FOSTIN6 - TOE: EARTH PRESSURE @ TOE - Fv (KIP): MAX. MOMENT @ TOE - Mt (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) --------------- _--------------------------------- � 0.069 8'75 #4 @ 34.7 � DESIGN TOE R 0.32 0.44 2.50 1.04 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET J- OF // / /, 955.91 < 1500 119.62> 0 885.5f < 1500 894.02 >0 0.81 > 0.54 1.06 0.89 PROJECT : WENDELL ARCH'L DESI8NING JOB NO. : 0426-1 DATE : 6/�990 CALC'S .BY .,FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL WALL DESIGN: ' . ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL FQUIVALENT FLUID PRESSURE (PS�): 'SURCHAR8E (FEET): \ YIELD STRENGTH REINF (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): GRAVITY LOAD - DEAD LOAD - LIVE LOAD OVERALL HEI8HT OF THE WALL - H (FEET): OVERALL HEl8HT OF THE -H.,011- 'T !--1; 1' E. (7:)' S OILTHICKNESS OF WALL - TOP (INCHES): ' - BOTTOM (INCHES): COEFFICIENT ' TOTAL EARTH PRESSURE - Fw MOMENT - Mw ' AREA REINF. (IN^2) 'd'(IN) SIZE & SPA (IN) 0 130 . 5.69 #5 � MIN. VERTICAL REINF. - .15 % (IN^2): MIN. HORIZONTAL REINF. ' DESIGN REINF. - V - HOR � '- - -- ` ` | COMBINED STRESSES @ WALL: | FLT ENGINEERIN8' 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET ^~ LEVEL 30 0 40 2000 .19 .88 6.67 _��------ ps � 8 � i.46 o.ZD 4 1.08 PROJECT : WENDELL REINERTSON - ARCH'L DESIGNING JOB NO. : 0426-1 DATE : 6/1990 ' CALCIS BY : FLT FOOTING DESIGN: --------------- DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERTE (PCF): 50 OVERTURNING RATIO - MIN: 1^5 MAX: 2,5 \ � ALLOW. SOIL BEARING PRESSURE (PSF):: 1500. ' ` ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: 0.35 DESIGN FOOTING DEPTH (INCHES). 12 DESIGN FOOTING WIDTH - HEEL (INCHES): 8 - TOE (INCHES): 18 FOOTING KEY - DEPTH & WIDTH (INCHES): 14�� - BACK TO BACK OF WALL (INCHES): 0 TOTAL WIDTH OF FOOTING (INCHES): 34 OVERTURNING FORCE - Fo (KIP): o.74 OVERTURNING MOMENT - Mo (FT -KIP): 1.72 TOTAL RESISTING WEIGHT - W(KIP): 1.89 RESISTING MOMENT - Mr (FT -KIP): 3.63 OVERTURNING RATIO - SF 2.12 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 NET MOMENT - Mn (FT -KIP): 1.92 ECCENTRICITY - e (FET): 0.40 ECCENTRIC MOMENT - Me (FT -KIP): 0.75 FOOTING AREA - Af (FT^2): 2.83 SECTION MODULUS - S (FT^3): 1.34 \ . ` SOIL PRESSURES - DLONLY - SPt (PSF): 1229.58 < 1500 � `- SPh (PSF). 101.83 > 0 SOIL PRESSURES - ADDED LL - SPt' (PSF): 1266.12 < 1500 - SPh' ( .SF): 686.47 > 0 SLIDING RESISTANCE - Fr (KIP): 1.13 > 0.74 FOOTING - TOE: . EARTH PRESSURE @ TOE - Fv (KIP): 1.67, MAX, MOMENT @ TOE - Mt (FT -KIP): 1.28 AREA REINF. (IN^2) 'di(IN) SIZE & SPA (IN) ____________________________________w_______ 0.101 8.69 #5 @ 36.9 DESIGN TOE R . ` ` PROJECT : WENDELL REINERTSON - ARCHIL DESIGNING JOB NO. : 0426-1 DATE : 6/1990 CALCIS BY : FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL ------------------------------------- WALL _________________________________ WALL DESIGN: ALL CALCULATIONS ARE IN UNITS/LN. FT. FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 GRADE SLOPE RATIO: ' LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 0 ` YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP): - LIVE LOAD (KIP): ' OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOP (INCHES): - BOTTOM (INCHES): COEFFICIENT TOTAL EARTH PRESSURE - Fw (KIP): MOMENT - Mw (FT -KIP): � AREA REINF~ (IN^2) 'd'(IN) SIZE & SPA (IN) � _______________________________ 0.106 5.69 #5 @ A8.1 MIN. VERTICAL REINF. - .15 % (IN^2): MIN. HORIZONTAL REINF. - .25 % (IN^2): . DESIGN REINF. - VERTICAL: - HORIZONTAL: COMBINED STRESSES @ WALL: | HEIGHT FROM TOP OF THE WALL - H2 (FEET): HEIGHT FROM TOP OF THE SOIL - Hr2 (FEET): THICKNESS OF WALL - BOTTOM2 (INCHES): TOTAL EARTH PRESSURE - Fw2 (KIP): MOMENT @ Hw2 - Mw2 (FT -KIP): AREA REINF. (IN^2) 'd'(IN) SIZE ^& SPA (IN)� -------------------------------------------- 0. 130 _____-___________________________________ 0.130 5.69 #5 28.7 \ � DESIGN REINF. - VERTICAL: @ l .19 � .88 � . 7.67 - 7 8 8 � 1.46 0.74 1.72 0.144 0.240 0.37 < 1.0 0.54 1.08 PROJECT : WENDELL REINERT5ON - ARCH'0 DESISNINS JOB NO. DATE : 0426-1 : 6/1990 DESIGN FOOTING CALCIS BY : FL"!- FOOTING LT FOOTING DESIGN., DESIGN TOWITIN6 DEPTH (INCHES): 25.75 12 DESIGN FOOTING WIDTH - HEEL (INCHES): 8 - TOE (INCHES): 22 FOOTING KEY- DEPTH & WIDT�(�NCHE3): 18,o/�� - BACK TO BACK OF WALL (INCHES): 0 TOTAL WIDTH OF FGOTING (INCHES): . 38 OVERTURNING FORCE - Fo (KIP): OVER�URNIN8 MOMENT - Mo (FT -KIP): .. TOTAL RESISTING WEIGHT - W (KIP): \ � RESISTING MOMENT - Mr (FT -KIP): OVERTURNING RATIO - Si::- NET F NET MOMENT - Mn (FT -KIP): ECCENTRICITY - 'e (FhT): ECCE|�TRIC MOMENT - Me (FT -KIP): FOOTING AREA - Af (FT^2): SECTION MODULUS - S (FT^W: SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF): SOIL PRESSURES - ADDED LL - SPt� (PSF): - SPh' (PSF): SLIDING RESISTANCE - Fr (KIP): FOOTING - TUE: EARTH PRESSURE @ TOE - Fv (KIP): MAN. MOMENT @ TOE - Mt (FT-KIk-, 0.06 2.56 2.24 4.96 1.94 2.40 0.51 1.14 ' 3.17 1.67 FLT CN6l/NEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET4/ OF / 1386.57 < 1500 25.75 > 0 1357.32 < 1500 610.79 >0 PROJECT <� JOB,NO, \ DATE ` : WENDELL REINERTSCN - ARCHIL DESIGNING : 0426-1 : 6/1990 CALCIS BY : FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL ----- ______________________-______ WALL DESIGN:; --------------- ALL ___________ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: . LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 0 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP): - H2 (FEET): - LIVE LOAD (KIP4 , OVERALL HEIGHT OF THE WALL - H (FEET): \ OVERALL \ HEIGHT O� THE - r ;; SOIL H (FEET) ` THICKNESS OF WALL - TCP (INCHES): TOTAL EARTH � PRESSURE - BOTTOM (INCHES): COEFFICIENT - a : (FT -KIP): TOTAL EARTH PRESSURE - Fw (KIP): MOMENT - Mw (FT -KIP): AREA REINF. (IN^2) 'di(IN) SIZE & SPA (IN) -------------------------------------------------- 0.307 _______________________________________________0.307 5.69 #5 @ 12.1 MIN. VERTICAL REINF. - .15 % (IN^24 MIN. HORIZONTAL REINF. - .25 % ?IN^24 DESIGN REINF. - VERTICAL - HORIZONTAL: COMBINED STRESSES @ WALL: � HEIGHT FROM TOP OF THEVALL - H2 (FEET): i` HEIGHT FROM TOP OF THE SOIL - Hr2 (FEET): \ THICKNESS OF WALL - BOTTOM2 (INCHES): ` TOTAL EARTH � PRESSURE - Fw2 (KIP): MOMENT @ Hw2 - Mw2 (FT -KIP): AREA REINF. ---------------------------------------------------- _______________________________________________0.130 (IN^2) 'dj(IN) SIZE & SPA (IN) .0.130 5.69 #5 @ 28.7 DESIGN REINF. - V FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 .19 .88 ' 8'67 HS - 8 1.46 ' 0.96 2.56 0.144 0.240 0.55 < 1.C)i 6.67 6 '0.54 1.08 . � PROJECT JOB NO. DATE : WENDELL REINERTSON - ARCK'L DESIGNING : 0426-1 : 6/19S0 CALCIS BY : FLT FOOTING DESIGN- ---------------- DENSITY ESI8N:_______________ DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERTE (PCF);; 150 OVERTURNING RATIO - MIN: 1.5 - MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICANT - Fm 0.35 DESIGN FOOTING DEPTH (INCHES): 12 . . DESIGN FOOTING WIDTH - HEEL (INCHES): 8 '\ \ ' - TOE (INCHES): 28 FOOTING KEY - DEPTH & WIDTH (INCHES): 12 `- BACK TO BACK OF WALL (INCHES): 0 TOTAL WIDTH OF FOOTING (INCHES): 44 - OVERTURNING FORCE - Fo (KIP):. 1.22 OVERTURNING MOMENT - Mo (FT -KIP): 3.65 TOTAL RESISTING WEIGHT - W (RIP): 2.7,,l- RESISTING .74RESISTING MOMENT - Mr (FT -KIP): 7.20 OVERTURNING RATIO - Si'**' 1.98 NET MOMENT - Mn (FT -KIP): 3.56 ECCENTRICITY - e (FEET): o 5:7". ECCENTRIC MOMENT - Me (FT -KIP): 1.46. FOOTING AREA -.Af (FT^2): AAW SECTION MODULUS- S (Fl FUT ENGINEERING 5790 CLARK ROAD PARADISE, C� SOIL PRESSURES - DL ONLY - SPt (PSF): 1400'79 < 1500 - SPh (PSF): 93.93 > 0 SOIL PRESSURES - ADDED LL - SPt' (PSF): 1313.52 < 1500 - SPh' (PSF); 561.21 > 0 ` SLIDING RESISTANCE - Fr (KIP): 1 86 > 1 22 \ . . . FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): 2,30 MAX. IKDMENT @ TOE - Mt (FT-KIP)3.06 ` WALE SCH- D_ULE 'BAC KrILL .1-1GTH. ..H I = `I`9" (4'-0") .112 = 60" 0,. (5-0 F13 = 72'' ( 6'- o") H4 84" -7'-0") Hs = 96" (g, -o..) FLOOR OR ROOF' CONST- ....-� 4 J -:1 14 HE �o,� �csiG�v crziTE�e�� SEE S�-/EST I O� Clf Z- UL T/DNS .By ti FL. T• 6:X1g11V6'E1E'bVG g� Joh NO, 04- 2 ,, . :..:WAIL: R�rriNl=oRciNc..S�l-1Cnv�� H. L'. 4@24 O.G.:.V.ERT,::$ #4 e 13�;,.0.c...1-1o'-?Iz. .I.31 _�4@ 16" e "4 loll " H1'12H3 N "CLR.: 24 F 4 36"e H� Q�pfESS/pNq 44 e,24it Conn 2-..#4.�..H 1 %\� d 4 �w No. m �� e tL ` , c 0� H5 d F- �OF CAL �E _ ,....... 3'CLR. DONT. rely G�x 6 e. H I . _ 10"x 10'� (f, H2�.... u. n it 12"�c 14"e, H3 NI - 24� W/1 @ 2�Fo.c. 6 HINZ )2"�c 18"0 N4 F.G. VD7f-1 REI NFG .. �1�.=..30: W 1'1- : e / - 1$ o. c. t2��MaK. g�� H3� H4 �� 12 x 24 H'5 �pOWELS ....F13 ��- 34 w/. V4 @ VC it0. C., OR "S_@ .24- 0• C, H+-- 38; n WS 12 if o. 6. I`­►5- 44 W/115 e 12 0.t .. - u_:.:R�rAil R I.N� .: �r/�,LL 5 WENUELL RE I N ERTSONJ 0(1) NO. SUET T/ TL F DATE SKr. CD I�ARf�vISE ,�''� 7- _RCri�l;;11.lG .W!1 ��.:..D�TA:I �.- r��.,�� W.o.R. - S*TRUCTURAL CALCULATIONS ' - F. O R ' TYPICAL RESIDENTIAL FOUNDATIONS ' WENDELL REINERTSON - ARCHITECTURAL DESIGNING 1054 LISA.LANE ~ PARADISE, CA 95969 ' ' CALCULATIONS ARE IN COMPLIANCE WITH THE 1988 EDITION OF THE UBC SIGNED DATE -- ----- -------T��---------- -----7^---- FRANK L. TYUKOS, -"CE 32434 /-13,UTT9 cv~vUN8T � DEPARTMENT "ENv �k ������u°�� �� ��h ������� ��� � �� �~ � � � - F L T ENGINEERING 5790 CLARK ROAD PARADISE,9 � CA 9596 (916) 872-0254 FLT ENGINEERING- SUBJECT; NGINEERINGSUBJECT; TYPICAL RESIDENTIAL FOUNDATIONS 5790 CLARK ROAD PARADISE, CA BY: FLT DATE: 5/90 JOB NO.: 0426 ' PROJECT: WENDELL REINERTSON - ARbH'L DESIGNING SHEET 1 OF 11 1054 LISA LANE, PARADISE, CA 95969 DESIGN_CRITERIA STUD WALL, FLOOR & ROOF ARE SUPPORTED BY CONC. RETAININ8-BEARING WALL FOUNDATIONS. CONCRETE WALLS ARE SUPPORTED @ TOP BY CONCRETE SLAB AND AT THE BOTTOM BY A CONTINUOUS FOOTING. CODE 1988 UBC SUPERIMPOSED LOADS: MIN. DL = .010 x C3+8)'= .11 k/l MAX. LL = .030 . 17 + .016 x (17-3) + .010 x 17 + .005 x 8 = BE k/} ALTERNATE MAX' = .050 x (7.5+10) = .88 k/l LOADING PER ABOVE IS CRITICAL FOR BOTH - BEARING (INCLUDES DL+LL) AND SLIDING RESISTANCE (MIN. DL ONLY), MAX. LL - ROOF (SNOW) + ADD'L LIGHT ROOF DL + ADD'L HEAVY ROOF DL + ADD'L WALL DL ALT. MAX. LL - 1st & 2nd FLOOR DL + LL (NO ROOF LOAD) ' SURCHARGE OF 2000# WHEEL LOAD @ APPROX. 3' FROM WALL - 2.0/6^2 = .056 KSF -- i' ARCH. CALCIS FOR - 1; 6" THICK WALL: 2. 8" THICK WALL: A. 41-0" HIGH - SHEETS ` 2 & 3 B. 6100" HIGH - SHEETS 4 & 5 C. 81-0" �HIGH - SHEETS 6 & 7 A. 81-0" HIGH - SHEETS 8 & 9 B. 01-06 HIGH SHEETS 10 & 11 CONSTRUCTION DETAIL - SHEET S-2 CONCRETE - ULTIMATE COMPRESS. STRENGTH - f'c = 2000 PSI @ 28 DAYS, REINFORCING - ASTM A615, GRADE 40, ' ` WELDED WIRE MESH - ASTM A185, 6x6 - W1.4 x W1.4 (10/10), ALLOWABLE SOIL BEARING.PRESSURE - 1500 PSF, ALLOWABLE LATERAL BRG. PRESSURE - 200 9SF PROJECT ; WENDELL REINERTSON - ARCHIL DESIGN JOB NO. : 0426 DATE : 5/1990 - CALCIS BY : FLT SUBJECT: CONCRETE RETAINING - BEARNG WALL ----------------------------------- WALL ___-____________________________ WALL DESIGN: -------------- ALL ___________ ALL CALCULATIONS ARE,IN UNITS/LN. FT. FLT ENGINEERING 5790 CLARK ROAD PARADISE, -CA (916) 872-0254 GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 2000#'WHEEL LOAD ' 1 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTHOF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP) 0.11 - LIVE LOAD (KIP) 0.88 OVERALL HEIGHT OF THE WALL - Hw (FEET): 4 OVERALL HEIGHT OF THE SOIL - Hr (FEETh 4.67 THICKNESS OF WALL - T (INCHES): 6 COEFFICIENT - a : 1.46 TOTAL EARTH PRESSURE - Fhr (KIP):0.33 REACTION @ TOP OF WALL - Rt (KIP): ' 0.13 REACTION @ BOTTOM OF WALL - Rb (KIP): 0.20 HEIGHT OF 10' SHEAR - Ho (FEET): 2.24 MOMENT - Mw (FT -KIP): 0.16 AREA REINF. (IN^2) 'di(IN) SIZE ------------------------------- & SPA (IN) _---------------- � 0.029 3:75 #4 @ 81.4 MIN. VERTICAL REINF. - .15 % (IN^2): 0.108 MIN. HORIZONTAL REINF. - .25 % (IN^2): 0.180 DESIGN REINF. - VE : - HORIZONTAL: COMBINED STRESSES @ WALL ' 0.10 < 1.) PROJECT : WENDELL REINERTSON - ARCHIL DESIGN JOB NO. : 0426 DATE : 5/1990 CALCIS BY : FLT FOOTING DESIGN: ----------- DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERTE (PCF): 150 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: 0.35 BEARING PRESSURE REDUCTION (PSF): 0 NET. ALLOW. BEARING PRESSURE (PSF4 1500 PRELIM. FOOTING - WIDTH (INCHES): 11185 - DEPTH (INCHES): 6.00 DESIGN FOOTING - 12.00 - DEPTH 11\10cSA 6oo TOTAL GRAVITY LOAD - Pv (KIP): 1.48l INCREASE OF ALLOW. SOIL PRESSURE (%): 0.0 ACTUAL SOIL PRESSURE - Q (PSF): 1482 < 1500 SLIDING RESISTANCE - Fr (KIP): SLAG REINFORCEMENT: -------- n ----------- REINF @ TOP OF WALL (BAR #): MAX. HORIZONTAL SPAN OF WALL (FEET): DESIGN HORIZONTAL SPAN (FEET): SLAB THICKNESS (INCHES): SLAB WIDTH REQUIRED (FEET): DESIGN AREA OF SLAB REINF. (IN^2/LF): ALLOW. TENSILE STRESS OF REINF. (KSI): LENGTH OF DOWELS (INCHES): 0.31 > 0.20 .::i- 8.65 8.65 4 4 7.27 0.029 24 8.78 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 FLT'ENGINEERING PROJECT : WENDELL-REINERTSON - ARCHIL DESIGN 5790 CLARK ROAD JOB NO. : 0426 PARADISE, CA DATE : 5/1990 (916). 872-0254 ' CALC'S BY : FLT SHEET 4z OF SUBJECT: CONCRETE RETAINING - BEARING WALL _________________________________ WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. ' . GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 2000# WHEEL LOAD 1 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY.LOAD - DEAD LOAD (KIP) 0.11 - LIVE LOAD (KIP) 0.88 OVERALL HEIGHT OF THE WALL - Hw (FEET), 6 OVERALL HEIGHT OF THE SOIL - Hr (FEET): 6.67 THICKNESS OF WALL - T (INCHES): 6 COEFFICIENT - a : 1.46 TOTAL EARTH PRESSURE - Fhr (KIP): ' 0,67. REACTION @ TOP OF WALL - Rt (KIP): 0.25 REACTION @ BOTTOM OF WALL- Rb (KIP): 0.42 HEIGHT OF 10' SHEAR - Ho (FEET): 3.39 MOMENT - Mw (FT -KIP): ' 0.50 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ------------------------------------------------- _______________________________________________0.092 0.0923.75 #4 @ 26.2 MIN. VERTICAL REINF. - .15 % (IN^2): 0.108 MIN. HORIZONTAL REINF. - .25 % (IN^2): 0.180 DESIGN REINF. - VE - HOR COMBINED STRESSES @ WALL | 0.26 < 1.0 ur ^ PROJECT : WENDELL REINERTSON — ARCHIL DESIGN JOB NO. : 0426 ' DATE a 5/1990 CALCIS BY : FLT'' FOOTING DESIGN: _______________ LT ENGINEERIN8 5790 CLARK ROAD PARADISE. CA DENSITY OF SOIL (PCF): _ 100 DENSITY -OF CONCERTE (PCF): 150 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSFY: 200 FRICTION COEFFICIENT'— Fc: 0.35 BEARING PRESSURE REDUCTIDN (PSF): 0 NET. ALLOW. BEARING PRESSURE (PSF): 150'a PRELIM. FOOTING —,WIDTH � (INCHES): 13.45 — DEPTH (JNCHES): 6.22 DESIGN FOOTING — WIDTH (INCHES): 1500 . � — DEPTH CINCHES). CR __ e? AF���}=?7/ TOTAL GRAVITY LOAD — Pv (KIP): 1.91 INCREASE OF ALLOW. SOIL PRESSURE (%): 3.3 ' ACTUAL SOIL PRESSURE — Q (PSF): 1527 < 1550 SLIDING RESISTANCE — Fr (KIP): 0.63 > 0.42 SLAB REINFORCEMENT: ___________________ REINF @ TOP OF WALL (BAR #): '1 - MAX. MAX. HORIZONTAL SPAN OF WALL (FEET): ^ 6.21 DESIGN HORIZONTAL SPAN (FEET): 4 SLAB THICKNESS (INCHES): 4 SLAB WIDTH REQUIRED (FEET): 14.13 DESIGN AREA OF SLAB REINF. (IN^2/LF): 0.029 ALLOW. TENSILE STRESS OF-REINF. (KSI): 24 LENGTH OF DOWELS (INCHES): 17.05 ' PROJEOT : WENDELL REINERTSON - ARCHIL DESIGN JOB NO. : 0426 DATE CALCIS BY : FLT SUBJECT: CONCRETE RETAININ8 - BEARING WALL ------------- w ---- n ----------------- WALL DESIGN: ' ALL CALCULATIONS ARE IN UNITS/LN. FT. FLT ENGINEERING 5790 -CLARK ROAD PARADISE, CA (916) 872-0254 GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF4 30 SURCHARGE (FEET): 2000# WHEEL LOAD 1 YIELD STRENGTH REINF. (KSIA 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP) - LIVE LOAD (KIP) OVERALL HEIGHT OF THE WALL - Hw (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - T (INCHES): COEFFICIENT TOTAL EARTH PRESSURE - Fhr (KIP): REACTION @ TOP OF WALL -�Rt (KIP): REACTION @ BOTTOM OF WALL - Rb (KIP): HEIGHT OF 10' SHEAR - Ho (FEET): MOMENT - Mw AFT -KIP):: AREA REINF. (IN^2) ------------------------------------ 'dl(IN) SIZE & SPA (IN) 0.211 _----- ______ 3.69 #5 @ 17.6 MIN. VERTICAL REINF. - .15 % (IN^2): MIN. HORIZONTAL REINF. - .25 % (IN -2A DESIGN REINF. - VERTICAL - HORIZONTAL: COMBINED STRESSES @ WALL ' ' 0.88 8.67 6 1.46 1.13 0.41 0.72 4.54 1.14 . _0.108 0.180 ENGINEERING PROJECT : WENDELL REINERTSON - ARCHIL DESIGN 5790 CLARK ROAD JOB NO. : 0426 PARADISE, CA DATE : 5/1990 ' _ (916) 872-0254 CALCIS BY : FLT ' ` SHEET 7 OF FOOTING DESIGN: ---------------- DENSITY ______________ DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): � ALLOW. SOIL BEARING PRESSURE {PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT' - Fc� BEARING PRESSURE REDUCTION (PSF): NET. ALLOW. BEARING PRESSURE (PSF): PRELIM. FOOTING - WIDTH (INCHES): - DEPTH (INCHES): ' DESIGN FODTING WIDTH {INCHES): - DEPTH (INCHES): TOTAL GRAVITY LOAD - Pv (KIPy: INCREASE OF ALLOW. SOIL PRESSURE (%): ACTUAL SOIL PRESSURE'- Q (PSF): � SLIDING RESISTANCE - Fr (KIP): SLAB REINFORCEMENT: ___________________ REINF @ TOP OF WALL (BAR #): MAX. HORIZONTAL SPAN OF WALL (FEET): DESIGN HORIZONTAL.SPAN (FEET): SLAB THICKNESS (INCHES): SLAB WIDTH REQUIRED (FEET!,. DESIGN AREA OF SLAB REINF. (IN^2/LF): ALLOW. TENSILE STRESS OF REIN -.,(KSI): LENGTH OFDOWELS (INCHES): 100 150 1500 200 0.35 0 1500 15,05 15.66 18.00 x 20.00 --ax— 12 A�' 1;)6�c7-11 2.40 13.3 1599 < 1700 1.09 > 0.72 23.28 0.029 24 28.09 PROJECT : WENDELL REINERTSON - ARCH'| DFgIGN JOB NO. a 0426 DATE : 5/1990 CALC'S BY : FL� - SUBJECT: CONCRETE RETAINING - BEARIN8 WALL, _________________________________ WALL DESIGN: ____________ ALL CALCULATIONS ARE 1N ' UNITS&M. FT. ' GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 2000# WHEEL LOAD 1 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP) - LIVE LOAD (KIP) OVERALL HEIGHT OF THE WALL - Hw (FEET): OVERALL HEIGHT OF THE WIL - Hr (FEET): THICKNESS OF WALL - T (INCHES): COEFFICIENT - a : TOTAL EARTH PRESSURE - Fhr (KIP)'. REACTION @ TOP OF WALL - Rt (KIR>: REACTION @ BOTTOM OF WALL - Rb'(KIP): HEIGHT OF '0' AEAR - Ho (FEET): MOMENT - Mw (FT -KIP)-. AREA REINF. (IN^2) 'di(IN) SIZE & SPA (IN) --------------------- 0.137 5.69 #5 @ 27.1 MIN. VERTICAL REINF. - .15 % (IN^2): MIN. HORIZONTAL REINF. " '25 % (IN -2);; DESIGN REINF. — VERTICA0 #5 M 2.4 - HORIZONTAL, #5 e o | COMBINED STRESSES @ WALL / 0.11 0.88 8.67 8 1.46 1.13 0.41 4.54 1.14 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET j2 OF 1// FLT ENGINEERING PROJECT : WENDELL REINERTSON - ARCHIL DESIGN 5790 CLARK ROAD JOB NO. : 0426 PARADISE CA SLAB WIDTH REQUIRED (FEET): DESIGN ' DATE a 5/1990 (916) 87270254 CALCIS BY i AL --r- SHEET 9' OF /7 FOOTING DESIGN-. ----------------- DENSITY ______________ DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): ALLOW. SOIL BEARING PRESSURE <PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT'- Fc: BEARING PRESSURE REDUCTION (PSF): NET. ALLOW. BEARING PRESSURE (PSF): PRELIM. FOOTING - WIDTH (INCHES): - DEPTH (INCHES): DESIGN FOOTING - WIDTH (INCHES): - DEPTH (INCHES): TOTAL GRAVITY LOAD - Pv (KIP): INCREASE OF ALLOW. SOIL PRESSURE (%): ACTUAL SOIL PRESSURE - Q (PSF): SLIDING RESISTANCE - Fr (KIP): SLAB REINFORCEMENT: ___________________ REINF @ TOP OF WALL (BAR #): MAX. HORIZONTAL SPAN OF WALL. (FEET): DESIGN HORIZONTAL SPAN (FEET); SLAB THICKNESS (INCHES): SLAB WIDTH REQUIRED (FEET): DESIGN AREA OF SLAB REINF. (IN^2/LF): ALLOW. TENSILE STRESS OF REINF. (KSI)v LENGTH OF DOWELS (INCHES): 100 150 1500 200 0.35 0 1500 16.65 12.97 18 00 ^ 4, 41 20.00 ^-Ole A? OR. A=7'7X51 2.53 13.3 1684 < 1700 ' 1.13 > 0.72 4 6.11 4 4 23.28 0.029 2-1- 28. 0' -*) 428.09 -' PROJECT : WENDELL REINERTSON - ARCHIL DESIGN JOB NO. : 0426 DATE : 5/1990 CALCIS BY : FLT SUBJECT: CONCRETE RETAININ8 - BEARING WALL --------------------------------- WALL DESIGN: ____________ ALL CALCULATIONS ARE IN UNITS/LN. FT., GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 3(:,.' SURCHARGE (FEET): 2000# WHEEL LOAD 1 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP) - LIVE LOAD (KIP) OVERALL HEIGHT OF THE WALL _Hw (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - T (INCHES): COEFFICIENT - a : TOTAL EARTH PRESSURE - Fhr (KIP): REACTION4 TOP OF WALL - Rt (KIP): REACTION @ BOTTOM OF WALL - Rb (KIP): HEIGHT OF '0' SHEAR - Ho (FEET): MOMENT - Mw (FT -KIP): AREA REINF. (IN^2) 'di(IN) SIZE & SPA (IN) -------------------------------------------------- 0. 260 _______________________________________________0.260 5.69 45 @ 14.3i' MIN. VERTICAL REINF. - .15 % (IN^2): ' MIN. HORIZONTAL REINF. - .25 % (IN^2): DESIGN REINF. -'VER -HOR COMBINED STRESSES @ WALL | FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 0.11 0.88 10.67 8 1.46 1.71 0.61 1.10 5.69 2.17 0.144 0.240 0.47 < 1.0 PRELIM. FOOTING — WIDTH (INCHES): - DEPTH -(INCHES). DESIGN FOOTING WIDTH (INCHES): — DEPTH (INCHES4 TOTAL GRAVITY LOAD — Pv (KIP): INCREASE OF ALLOW. SOIL PRESSURE (%): ACTUAL SOIL PRESSURE — Q (PSF): '— SLIDING RESISTANCE — Fr (KIP): SLAB REINFORCEMENT: -------------------- REINF __________________ REINF @ TOP OF WALL (BAR #): / MAX. HORIZONTAL SPAN OF WALL (FEET)i DESIGN HORIZONTAL SPAN (FEET): SLAB THICKNESS (INCHES): SLAB WIDTH REQUIRED (FEET): DESIGN .AREA OF SLAB REINF. (IN-2/LF): ALLOW. TENSILE STRESS OF REINF. (KSI): LENGTH OF DOWELS (INCHES): 18.65 21.47 24.00 —~~ 24 Del=7;41 3.30 20.0 1651 < 1800 1.65 > 1.10 4 5.00 4 4 34.71 0.02)l 24 41.89 FLT ENGINEERING PROJECT : WENDELL REINERTSON — ARCHIL DESIGN ' 5790 CLARK ROAD JOS NO. : 0426 PARADISEj CA' DATE : 5/1990 (9161 872-0254 CALCIS BY FLT ' SHEET FOOTING DESIGN: DENSITY OF SOIL (PCF): 100 DENlTY OF CONCERTE (PCF)i 150 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW! LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT ,7 ' Fc: 0.35 BEARING PRESSURE REDUCTION (PSF): 0 NET. ALLOW. BEARINS PRESSURE (PSF): 1500 PRELIM. FOOTING — WIDTH (INCHES): - DEPTH -(INCHES). DESIGN FOOTING WIDTH (INCHES): — DEPTH (INCHES4 TOTAL GRAVITY LOAD — Pv (KIP): INCREASE OF ALLOW. SOIL PRESSURE (%): ACTUAL SOIL PRESSURE — Q (PSF): '— SLIDING RESISTANCE — Fr (KIP): SLAB REINFORCEMENT: -------------------- REINF __________________ REINF @ TOP OF WALL (BAR #): / MAX. HORIZONTAL SPAN OF WALL (FEET)i DESIGN HORIZONTAL SPAN (FEET): SLAB THICKNESS (INCHES): SLAB WIDTH REQUIRED (FEET): DESIGN .AREA OF SLAB REINF. (IN-2/LF): ALLOW. TENSILE STRESS OF REINF. (KSI): LENGTH OF DOWELS (INCHES): 18.65 21.47 24.00 —~~ 24 Del=7;41 3.30 20.0 1651 < 1800 1.65 > 1.10 4 5.00 4 4 34.71 0.02)l 24 41.89 Q N CIC kN cl C\ �_a it }- --1` _ _ o N IS) 3. C) 3'� o -t-- - I lvlandatory Measures Checklist: Residential MF -1R project Tlue- 3LA th`` I CT Buildups Pcnnst i Project Address - r-- �` q'�= MIC" fiE� medtedBy/.Dose Doevmentadon Author 1� T one Fsnloewnou Agency Use 0* BUILDING DATA GIM Area % Glace B Norah ® 4 Conditioned Floor Area Number of Stories East Slab/Raised Floor - Number of Units South - . OO�-- [ing]e Family Detached (SFD) [ ] Addition Alone West z' [) Single Family Attached (SFA) (] Existing Building Skylight O (] Multi -Family (MF) [ ] Existing -Plus -Addition Total , 5 BT-TrLDLNG SHELL INSULATION Component Insulation Locafion/e:,mme.= Tvve R -Value (attic, :o garage, mi=L eta) Wall .............. Wall .............. . Roof ............. Roos' ............. Floor. ............ Floor ............. - Slab E: ge ..... _ GLAZING Shading Devie: s Glazing Area Glass Type Interior Exterior Overhang Framing Type Orientation (sr) (single. double) (Tolle bUnd, ere.) (shadescreert, etc.) (yvino) (meMY-00d) Nor-t_h ( ) O NO rut) ( ) East ( ) 7FU— DFSi L. East ( ) SOLILh ( ) SOUL`i ( ) West ( ) West ( ) Skylight....... ---� THERMAL MASS Type/ Covering Area "Thickness (slab/exposed, tile, ere.) (sf) (inches) LOcation/13cscriotion (kitchen, bath, etc.) G.4�' 3o / I/Z klrr44ALQV -J;P- FSA -MS HVAC SYSTEMS biirrimum Duct Type (humor:-, air Eff, ' Location Duct Output Manufacturer / Model # conditioner. heAL Dump) .HS (alhic, etc.) R -Value (Btlih) (or aD roved equal) G 17, F- Or. -7 Maximum Furnace Heating Output: Btuh BUILDING 'DEPARTMENT' HOT WATER SYSTEMS . Tank Manufacturer/Model # System T (storage as, etc.) Capacity or aooroved ecual) fs S V E a So gTA 'N-50•NKl�i-Qt6 •, cvuER `l SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) A i; N0T1: towtue n smiem l buildings utbist to the S ondanU mus tauum there mowtttea segas9m of the mmpiianQ appraacn usd Runs maraca r,th an attavk (•)mar be supersedod l>r mote muntertt CornW tanx mqureatets filed m the Crru(rcac o(Cornprancc. Whm mo chwAU= u ercorDomwd inm ute Penna dost mc$M Lha (emuo aomd t tma be ca u0cmd by ill portio as bulling mtnvrwm component ped�n¢ SP-Ir—(or the mrdaary atosre weKiner they we shown ascwhaC N the dowmetu a on oris c nWJU= only. DFSCR M(W auiWint EnvrloPe Measures • 12.5352(a): Min—tan ceiling insulation R-19 wctnted aventc. 12.5312(br Imse rill'osaruuas manodaaurel's tabdd R -Valu- • 12.5352(c): Minunam wall innrtaoon in flamed walks A.I 1 weighted average (does not apply to elonor mass walls). 12.5352(kk Slab edge insulaaon - .rare: absorption roe no Vcata UM 0J%. wawa vqw vansmsason raw no pot- than 2.0 prnrvinctl. 12.5311: Inntiaudn specified or installed meets California inch Canmiman (C= gtuliry sanoard:. Indic= type aed form. 12.5352(1): Vapor earners mandanory in Climate Zones 14 and 16 only. 12.5317: InriloauavEsriloacon Condois a. Doors and wmoows ba -eco cawnuard and tucond&ucrwW spaces d=V%W to limit air leakage. b. Doors and windows ccrurkd. - Doors and -uwm t . cawrsaripped; la joims and peaewwona oinked and sealed J2- 5352(c)* Speaaf iarUoauon barrier tmdkm to comply with 12-5331 maters CEC qua(iry SLandards. 12.535u0 installation of Fvcowts 1. Masonvr and factory-bwlt fireplaces have L Tutu runng. closeable areal «glass door b. Onside au intake with damper and eatnonil - Flue damper and eonQd 2. No conoturotts aamnt gas ption albwed. HVAC cad Plumbing Steres Meawe 12-57320 and 2-5303: space eonditionint egttipm 1 sang: ataeb eakutatiat>L 12.5352(b) and 2.5315: Saback uumnos s cin all applioble heating sys =& •_12-5316(a)-. Duca wtstruoea. installed and insulawd per Gupta 10. I976 UMC 12.5316(b): Eshaua systems have damps e0000ls. 12.5314(e): Gasruod span hotting equipmw hats inwetaidau ignition deviea 12-531-: HVAC a*p stent. waver buries, showeA+r2ds and (aacas centiGed by dw CEC. 12.53520 Waterbeano imuiationbtanto (R-12 or grater) or combined inLcrWt eatrjior insulation (R-16 at Vcawrr rut 5 feet of pipes closes to tank insulated (R-3 or greater). §2.5312(Fscaptiat It Pipe insWuion at stem and steam caWenate moan Qc recirculating proMg. 12.53IR(dr swimmvts Pool Mcoting 1. Sysean ha= a. OMo(f switch on heaver. b. Weaenaproof instruction pluean heat-. c Plumom to all&. for sour. 2. 75 percent thermal efGaaney. 3. Pool cover. 4, s tone eject. . 5. Ducetaotal ncr inlet. Uthtint and Appliance hleasures r 12.5352(D: Ughung - 25 Wments/rratt a peat- (a gumal litimirt in kitchens and bubsomass. 12-5314(c): Gas rum apptiarce equipped with inwsmittov ignition device 12.5714(a): Re(rigeratos. tefriga mr-f•acc-• Imams and ouoneaeent Iamp ballasts ccrtirwd by the CEC- indtcam make and mood mintier. DESIGM I EN ORCEW R COMTLIANCE STATENU7fP This cerdfic= of compliance Tisa the bolding features and performance specifications needed to comply with Title 24, Chapter 2-53 and Title 20, Ct>octcr 2. Subd3spmr 4. Article 1 of the Califorzaa Administrative code. This c=ficare has been signed by the individual with overall design responsibility and the building owner. who shall retain a copy of it and transmit the certif cats to say subsequmi pardiaser of the btrt7d"mg Designer - Building Owner Namc Namc Tam= Tule/1--kerne Addm= Addn= Tekpborte (siCnanarc) (date) Documentation Author Nam= T,Lk,F'tsnc Addrea: Tckptwnc (stptatttae) - (dale) Enforcement Agency Name Agar r. 1. Ceiling ItLsu: L is Insulation in Floor Slab Floor �. ' Numoer of sones Single- R-vaiue One Two Three R-0 -103 -49 32 R-19 -8 -t .2 R30 .2 .1 .1 R38 0 0 0 U -value -- _ R -t9.._ _..._...8 .__._.� 6. _.. 0.50 -176 • .. U -value .. .. . -17 0,30 -102 -49 -32 '. 0.10 -26 -13 -8 0.C8 .18 .9 -6 . 0.C6 -11 •5 .4 O.C4 -t •2 .1 O.C2 4 2 1 O.CO 11 a 5 3 2 Wall Insulation Insulation in Floor Slab Floor Single. Single- -141 Famdy Famdy MulO- R-value Dem=ed Attached Famo R-0 -68 51 -:A R-11 0 0 0 R-13 2 2 1 -- _ R -t9.._ _..._...8 .__._.� 6. _.. ---. 4 • .. U -value .. .. . -17 -8 '--- '- 0.80 -_ .__153 .... - - - - _ - _---t 14 - --76 0.50 •31 -68 •dfi 0.30 - 36 . -24 0.10 0 3 0 0.08 4 3 2 O.C6 9 7 5 0.04 14 10 7 0.02 3 4 10 O.Co 4 3 12 _ •1 0.80 z - --3. Raised Floor Insulation U-vaiue Insulation in Floor Slab Floor Number of stories Number of stories -141 R-vaiue One Two Three R-0 . -17 -8 •S R -i1 3 .2 .1 R-19 0 0 0 R-30 3 0.20 U-vaiue Sugb- . Slab Floor Number of stories - --0.60 -141 -70 -46 -i 0.50 -110 -58 38 0.40 -95 -t6 oro 0.30 _69 .,a .22 0.20 _4 .21 -14 0.10 -17 -8 .5 0.08 -11 -6 -4 0.06 3 3 .2 0.04 .1 0 0 0.02 d 2 R-7 O.CO 10 5 3 I Controlled Ventilation Crawispace Sugb- . Slab Floor Number of stories ERective Pacmt Glut Rwalue One Two Three R-0 -11 -7 -5 R-5 -4 -4 3 R-11 .2 .2 .2 R-19 -1 .2 •2 d. SIab )edge Insulation -90 - -' -26 Number of Stones 3 R -value One Two Three ' R-0 0 0 0 R-5 8 5 2 R-7 8 6 3 F2 `aczr -20 -12 3 0.90 -t 3 •1 0.80 .1 -1 0 0.70 2 2 1 0.60 6 4 2 0.50 9 6 3 0.40 12 8 4 S.Infiitratioa (Air Leakage) Spe cion Points Stertdatd 0 6. Glass Heat Loss Total Sugb- . Slab Floor Sun of 1.6 ERective Pacmt Glut U -value Glass Percent East South .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 -01 -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 -t9 -15 -8 .1 7 14 25 6 -14 •7 0 7 14 24 -4 -12 •5 1 8 14 23 -t0 -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 _18• : -"c6 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 -t4 9 7 10 t4 18 13 -12 '� 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 3 3.1 12 13 3A 13 13 14 IS 16 SS 26 16 17 at 3.7 3.6 36 19 4 19 4 4.1 4.1 42 4.1 41 4.3 44 4.4 4.3 44 45 4.6 46 7..S'hading (Shade Open) Effective Fes c C Glass (Pssesnt glass x SC) E3eetve Sugb- . Slab Floor Sun of 1.6 ERective Pacmt Glut Blass Glass North East South :west Stryfrght 18 5 1 4 1 na 16 4 .,.._ _. Z . 5 _.'I .• • na 14 4 2 5 1 na 12 3 3 5 2 no 11 3 3 5 1 . 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 � 3 .14 +0 .18 .47 6 3 4 ri, 3 1 3 3 0 1 2 1 3 2 0 0 1 0 3 1 .5 4 6 2 1 0 •1 .2 .9 .2 0 na s not allowed 10 t 3 a 8. Shading (Shade Closed) Sugb- . Slab Floor Sun of 1.6 ERective Pacmt Glut Blass Family Stones (PC c 9 glass x SC) Detached Effective Flunrly 1CFA One Two Three One %am" N" ad S4lttdt west Sky60% 18 .14 -A8 39 34 ra 16 -12 .42 -59 -55 ra 14 .10 35 -50 -t6 na 12 3 -29 -t0 37 na 11 -7 -26 36 39 na 10 3 .23 31 -29 -74 9 -5 -20 -27 -25 15 8 .5 .17 -2 -21 -56 7 .4 .14 -t9 .18 .47 6 3 -11 -15 .14 38 5 •2 -9 •tt J'0•� 6 4 .1 ? -8 7 1 23 •16 3 0 1 .5 4 6 2 1 t 2 1 .9 7 9 9 10 t 3 a 2 3 s 3 0 no . not 9. Interior Thermal Mass Interior Sugb- . Slab Floor Sun of 1.6 Raised Floor Blass Family Stones Mass Detached Stories Flunrly 1CFA One Two Three One Two Three 0.0 -8 .5 .4 .2 -1 -t 0.1 -8 .5 3 -1 0 0 M3 -7 -4 .2 0 1 1 OS -6 3 -i 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 20 -1 2 4 5 6 7 25 0 3 5 7 7 8 3.0 1 4 6 8 8 9 3S 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 U 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 ErArior Sugb- . Sug1e• Sun of 1.6 Wail Fmiiy Family UUM Mass Detached Attached Flunrly 0.00 0 0 0 0.20 3 2 1 0.40 S. 4 3 0.60 8 6 4 0.80 10 8 5 1.00 13 10 7 1.20 13 12 8' 1.40 12 13 9 1.60 10 13 11.. , 1.80 10 12 12 2C0 10 11 13 11. Heating System SE or HSPF (assumes ducts In &We) Zonal Control Adjustment System Type Resistance 10 9 7 6 4 3 Other 6 5 - 4 3 2 2 1:. Cooling Syscm SEER (assumes ducts In attic) Stm of 7-10 P -1 4b SC Sun of 1.6 R-vahte (01 SEER F2 factor 10.771 -15 1 -6 -25 or -24 to -14 to -t to +6 to 16 tar SE HSPF less .15 -5 +o +15 mom 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 7 095 8.71 20 18 15 13 11 8 9 6 Etrective SE or HSPF 4 3 j (SE or HSPF x duct aTioenea) 5 a Effec�ve -25 or -24 to .14 to .4to 4610 16 or Sc HSPF leas •15 -s +5 +15 more 0.30 275 -73 -64 -56 47 38 M na 3.41 45 •39 -34 -29 .24 -18 0.40 3.67 -34 _M -26 -22 -18 .14 0.50 4.58 -10 -9 -8 •7 -5 .4 Us 5.13 0 0 0 0 0 0 0.60 5.50 5 5 4 3 3 2 0.70 6.42 17 15 13 11 9 7 0.80 7.33 25 22 19 X16 13 10 0.90 8.25 32 28 24 Z0 17 13 1.00 9.17 37 32 28 24 19 15 Zonal Control Adjustment System Type Resistance 10 9 7 6 4 3 Other 6 5 - 4 3 2 2 1:. Cooling Syscm SEER (assumes ducts In attic) Stm of 7-10 Zonal Control adjustment td 8 7 6 4 3 .Ho Cooda; System Installed P -1 4b SC Eff. oro Glass R-vahte (01 SEER F2 factor 10.771 -15 1 -6 +5 +15 5 mon 8.0 .14 .12 -10 -8 •6 -4 8.5 !I -7 -6 -5 .4 3 8.9 g -4 -4 .3 •2 -2 9.0 7 7 3 3 -2 •2 .1 9.5 %Ji 0 0 0 00 O 10.0 d 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 « 17 14 12 9 6 5 3 4 3 j wsa POU 5 a 3 5 3 4 ERetive SEER 2 3 C. South me 1_NAss ($EER xitd elndeac7) luIlrG' " 4.2. 't•f •aoeaed .t.el .24 .18 .%a of 7-10 � d, West Effec%lie-25 or -24 to •14 b -4 to ..6 b 16 or SEER lass -15 S .5 +15 mon 5.0 .10 -25 41 .17 -13 .9 6.0 .12 -11, -9 •7 -6 -t 6.6 .5 -t .4 3 -2 -2 7.0 a a 0 0 . 0 8.0 ; 8 5 4 3 9.0 16 14 12 9 7 5 10.0 2? 19 16 13 10 7 11.0 26 23 19 15 12 8 12.0 10 26 22 18 14 9 13.0 33 29 24 20 15 10 Zonal Control adjustment td 8 7 6 4 3 .Ho Cooda; System Installed Point System Summary: CIimate Zone 11 SCORE CARD I. Ceiling Insulation 2- Wall Insulation 3. Raised Floor Insulation -So or SC Eff. oro Glass R-vahte (01 F2 factor 10.771 4. �SIab Edge Insulation One •5 -t .4 3 -2 -2 1¢r -o Two + 3 3 ., 2 2 2 1 Eff. % Glass Single -Family Detached = S. Infiltration S- Ss x 7 7 = I J and Attached 6. Glass Heat Loss %Ji X AREA 11 1nteriorMass/CFA O X Water Heater tread :179 'a 17M . res• r �wss 2700 7. Shading g ( Shortie Open) P ) Type Tyle « - less � 1699 to 2199 to 2699 « mon . None Solar a - ' t a i 0. 0 0 a. North « HVIR 12 8 a 5 6 4 5 3 4 3 Il. r.�Iwc-..11 wsa POU 5 a 3 5 3 4 2 3 2 3 C. South me 1_NAss None luIlrG' " 4.2. 't•f •aoeaed .t.el .24 .18 -15 � d, West Eff SEER (7.0.31 Saiar .1 M S% lam tS7G 20% 25% 3016 3S% 4%. 4S% 50% 55% 60% $A 207E 73% 60% 3S% 90% 9S% tool. 105% 1 tar. 115: 120% 0% 10% 20% 30% 401. 50% 0 a2 a3 OS V U a2 14 at 21 U 1.1 0.4 06 a6 . a9 1.1 13 0.6 to 1 1.1 13 IS to 11.2 1.2 1.4 1.5 1.7 1.1 1.4 1.6 1.7 19 U 1.4 1.6 1.9 1J 21 1.5 1.5 1.6 2 22 23 1.7 1.9 2 22 24 IS 1.9 2.1 22 24 26 27 21 23 24 2.6 2t 3 23 IS 27 26 3 12 2S 2.7 29 3 12 14 23 29 21 32 14 3i 29 11 13 3S 36 16 12 .13 13 17 It 4 14 15 17 32 4 42 16 17 19 4.1 l3 44 16 4 4.1 4.3 4.S 4.6 4 4.2 43 0 4.7 4.6 42 44 4.5 4.7 4.9 St 44 4 6 4.6 49 5.1 5.3 1.6 "4.6- 5 ii 53 5.5 .4.6 S 52 5.3 SS 51 5 52 5.4 S6 S.7 5.9 SS% 60% 65% 70% 75% M9 1 1.1 12 1.3 1.1 12 U 1.4 1S 1.4 1.4 1.5 1.6 11 1.6 1.7 1.7 1.6 1! 1.8 1.9 1.9 2 21 2 21 22 22 23 22 L3 24 25 2S 24 25 25 2t 27 26 27 26 29 3 26 29 3 11 32 3 ori 12 13 3A 32 13 34 3.3 16 1s 3.5 36 17 36 17 16 22 19 4 11 4 4 41 4.2 41 4.2 43 4.3 l4 43 4A 43 to 4s 4.5 4.64.6 47 41 It 4.7 4.9 S 5.1 4.9 5 it 5.2 3.3 if S2 $3 5.4 _ ss s3 S.4 55 5.6 i7 56 S.6 5.7 So i9 5.6 5A 5.9 6 5.1 6 61 61 62 6.3 eo7 151r. 907:' 957 1007. 1.4 1.4 1.5 1.6 1.7 1.6 1.7 1.7 . U 11 1.6 1.9 2 2 21 2 211 22 22 23 22 23 24 2S 25 24 25 26 27 20 26 2.7 21 29 3 29 2f 3 11 32 3 11 22 33 3A 33 13 14 1S 16 IS as 16 17 16 17 St orf a9 4 79 . It U 4.2 41 4.2 u 43 44 43 l4 4.5 4.5 46 4S 49 47 46 49 4.7 4.6 4.9 5 it 40 S it 52 5.3 5.1 S2 S3 S.4 IS SA S4 . S.S i6 17 S t S6 17 i6 SA S.6 S9 5.9 6 6.1 6 6.1 t2 R2 6.3 62 63 64 6.4 6.5 6 t 6S 66 6.7 6.7 105% 110% IIS% 120% 125% 1.6 1.9 2 2 21 2 21 u Z3 23 22 23 24 2S 2S 24 2S 26 27 Z6 26 27 26 Z9 3 26 29 3 at 3.2 3 3.1 12 13 3A 13 13 14 IS 16 SS 26 16 17 at 3.7 3.6 36 19 4 19 4 4.1 4.1 42 4.1 41 4.3 44 4.4 4.3 44 45 4.6 46 4S 46 4.7 4.9 43 47 4.6 4.9 S ii to S it S2 53 if 52 13 5.4 SS 14 5.4 SS to 17 So 5.7 5.7 So 5.9 i6 i9 i9 9 6.1 6 Q1 6.2 62 113 6.2 6.3 6.4 6.5 U 6.4 6.S to 6.7 6.7 66 6.7 6.6 6.9 7 6 a 6 9 7 7.1 7.2 Point System Summary: CIimate Zone 11 SCORE CARD I. Ceiling Insulation 2- Wall Insulation 3. Raised Floor Insulation -So or SC Eff. oro Glass R-vahte (01 F2 factor 10.771 4. �SIab Edge Insulation One •5 -t .4 3 -2 -2 1¢r -o Two + 3 3 ., 2 2 2 1 Eff. % Glass Single -Family Detached = S. Infiltration S- Ss x 7 7 = I J and Attached 6. Glass Heat Loss %Ji X AREA 11 I Unit site (sit . •12M O X Water Heater tread :179 'a 17M 2200 2700 7. Shading g ( Shortie Open) P ) Type Tyle « - less � 1699 to 2199 to 2699 « mon SG None Solar a - ' t a i 0. 0 0 a. North « HVIR 12 8 a 5 6 4 5 3 4 3 b. East wsa POU 5 a 3 5 3 4 2 3 2 3 C. South SE None 37 .24 .18 -15 -12 d, West Eff SEER (7.0.31 Saiar .1 -1 .1 0 a e. Skylight HWR -18 -12 -9 -7 -6 WEB PQV -25 -is -16 --*,2 .12 -9 -10' -7 -a -6 S. Shading (Shade Closed) IG None -5 •3 -2 .2 .2 solar 7 3 5 2 •4 1 3 1 2 t a, North IE None -28 •t9 -14 -it .9 b. East Solar POU .t1 or 5 • .6 -5 5 3 .4 3 3 C- South Muhl mda (indtvfdual units) d. - west 69 !kilt Size(s 700 1200 11700 22D0 ` C. SkY II'gh L HWater eater Type Credt Tr a or les In 11% to 1699 2199 or mom 9. Interior Thermal Mass SG Nene 0 0 0 0 0 or HP Saler HWR 14 9 7 5 5 3 4 2 2 10. Exterior Wall.Mass; WSa 9 4 3 2 �2�-,1;�tt ul . SE NO" --is •23 .5 - t 9 Syste. 11. Heating m •`clan 2 1 1 0 0,r 1} I' 1: r' Zonal Control? (Y / N) H 8 -23 .12 -8 S _NU a _+Z a -6 s 12. Cooling System IG None -a -4 •2 -2 .2 Zonal Control? ( Y / NSolar ) POU5 None 0 -15 0 0 0 13. Water Heating IE Solar 30 18 9 -10 5 a 4 4 Fr'U -3 _ •2 Measures 5 2;- or It -value 1381 U -value (0mol J or R -v �e (I1) U-vaiue (0.0981 _I or R-valae(191 U-value(0.0371 Point Scores . .D 0 3 Sum 1- Z_ d % Glass or SC Eff. oro Glass R-vahte (01 F2 factor 10.771 X Standard 3L x rCPA 1¢r -o Type id000wl U -value (0 65J S Total Glau (161 % Glass SC Eff. % Glass D x = r S- Ss x 7 7 = I J beg X O %Ji X AREA 11 = s.5 - O X - = O 0 3 Sum 1- Z_ d % Glass SC Eff. oro Glass O X -SFr x rCPA / X I7 .Z x = r -�- d x = 0_ ` TYPE 1 MASS AREA 11 ItttenoriV A CONO. FLOOR AREA TYPE 2 `BASS AREA Eztenor Wall :doss COND. FLOOR .> REA Sum 7 17-Z- x 1 = ©•� a 3 SE or HSPF Duo Effitimcy (0.781 Effect A X r SEER (9.51 Duct Efficiency (0.74) Eff SEER (7.0.31 TYPr tSG1 Credit (Done( _1 PninrTnta.