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063-310-003
6 ! � 1 1T pin t s 4 dd t i ) l T 1 � R i 4 r D Q ' r 1 r. 1 � P I, l l t ff Y 0 ri ALUM R ) M:. ♦ 1 (I rY� ti ♦ - ':.;MIFM.!�Xi ., r t ax f r .: :. ,. ...,,. .,. c . : fix.. .: -W F .. � '. ,•. :. -. � '.: ♦w1iF .+ate .. ` , ' ; . . to t IV {" /oil i `'t a _ s R 1 s r. L lot-= -W ! f -7w �� -. ^ �� ,�i�, - ... .y'.�-..- -- ter+• -..-_.� � . Y = - , •63=31-03 ' ' �,a •- 741-90B,P,E;M063 CARLSON, an& ,. Madelyne ` I d�'W11 er Dr`,; Forest' Ranch y(new e ily) gl1 �•�3�ry P,j,Gl • 63-31-03 Permit#1625=:91Bt (1st rewnew)741 ,,4063 3.1-'0=003 ��,;� � � 92-3247B,�- WARLSON'' ani&e;Madelyne.� r y `!+ 512 ` derDr ; Forests Ranch 6m te/90-741` : �, •` {� ' , .• -,n ^'iii• ,t s. �..p `rdr-, � r' � ; i ; � y�. •: 4 ti SIDENTIAL . 63-31-03 r4e.,tt: i 741-90B,P,E,M CARLSON;,Dan.& Madelyne 1 7� Wilder Dr, Forest Ranch (new single family) 1 re e 14 ; -fes A/�rC � OFF CE Cp Y A Address!� ;LGABy Date. ELECTRIC - Meter By .`Date -'" foFFiCE COPY ' Address GAS Meter, y • ' - Date —'-- ELECTRIC- Meter ELECTRIC -Meter By v �w Date S� N 408 FINALED (Date) — + Signature . X -f 1 re e 14 ; -fes A/�rC � OFF CE Cp Y A Address!� ;LGABy Date. ELECTRIC - Meter By .`Date -'" foFFiCE COPY ' Address GAS Meter, y • ' - Date —'-- ELECTRIC- Meter ELECTRIC -Meter By v �w Date S� N 408 FINALED (Date) — + Signature f O V' __ OT Not OK - = Not Applicable = Not Ready Date UNDEJ RESIDENTIAL (Single ope ain;,Soils-Elec. Grp /" Ftg.,Depth a (^&_J 2,4�tig., Garage; Soils-l-Elec. G d.-Aql" Ftg. Depth Depth 5. SteMwalls, Main; Steel-BlockQutseWrapped' ba/Flold Downs and Spec48t'Anchors H// 4-' 4- _-> . -tJ -!%'D 7. Slab; StrCe4Wrap Cg_SQ.G 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. Gas Pipe; Size -Anchors 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Insulation Date q7 Card B-1 U (3 Oate -S V0 Card B-1 610 Date Rq7 ` o Card B-1 V -� Date Card B-1 Date PLUM G (Permit) OK except #'s 160"WatefHtr.;,Vent-Access-Combustion Air -Baffle 1II!Wateii,Kme: Test & AncO&-Nail Protection / 1!..8'Wy , est-Fittingf & Anchor -Nail PrCfection 1 ower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe; Size & Anchors Date it 0 `Q/ Card B-1 V Date Card B-1 Date Card JEO Date Card B-1 Date MEC I L (Permit) OK except #'s 49 K Ducts Insulation & Support ant Fan; Exhaust above insulation 3 37. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 3 is Access & Platform if Furnance in Attic Date _20yl Card B-1 V Date Card B-1 Date Card B-1 Date Card B-1 Date F A G (Plans) OK except #'s (-34.9silse0roper Material & Anchors ring Walls over Girders & Floor Nailing raWStoo in Wale o-af hof) 4p/Headers & Beam -Size & Bearing 4 -or" S/4I'9 • 6_k1 & Duplex) • _r—,Fa - /- et, Date FRAMING (Continued) 47. 40."At ' Access; Size & Rome rotection-Dr Stop -In af!r 4000§d2!!! indows or6oRfNg Doors -Sill t. & Dim, ons arage Fire Protection Framing 5-11 Prope Line Firewall & Openings xt. Door - ne 3' -Check Garage -3rd Story, 2 Exits 5 irs; Width -Headroom -Rise -Run -Landing -Fire Protection 54. plywo on Roof Overhang -Attic Vents -Rafter Outriggers ing-Nailing Veneer r % . Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic, 58. Shear Walls; Nailing -Bolts 59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows Date -ZQ Q/ Dateget0t?( Card B-1 : � Date Card B-1 Date` Card B-1 Date Card B-1 Date ELECT AL Permit OK except #'s 4tffi'-'t & Transformer Clearance -Ins. Protection U1162 -c -Receptacles Spacing -Lights & Switc sat Doors Size B xes & No. of Conductors -Staple 2 x Installed Close to Edge o tuds & 3. qujp-'Ground made up w/Meth. Fastners-Bond & W 2 Appliance Circuts in Kitchen & Conductor Size/GFI 28. Subfeed Wire Size /S/ ga. Cu o .C. Wire Size / / ga. C r Al ange Circ./ ga. Cu or A Oven Circ. / / ga. Cu or Al. In ated Ne tral Yes B'I�— Service -Riser Conductors & Ground -Main Disconnect 31. T. Clearances Panels-Motors-Mech. Equip. 6 C1at7ies Closet Light -Shower Light -Spa Light 3 Smoke Detector Date it 0 `Q/ Card B-1 V Date Card B-1 Date Card JEO Date Card B-1 Date MEC I L (Permit) OK except #'s 49 K Ducts Insulation & Support ant Fan; Exhaust above insulation 3 37. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 3 is Access & Platform if Furnance in Attic Date _20yl Card B-1 V Date Card B-1 Date Card B-1 Date Card B-1 Date F A G (Plans) OK except #'s (-34.9silse0roper Material & Anchors ring Walls over Girders & Floor Nailing raWStoo in Wale o-af hof) 4p/Headers & Beam -Size & Bearing 4 -or" S/4I'9 • 6_k1 & Duplex) • _r—,Fa - /- et, Date FRAMING (Continued) 47. 40."At ' Access; Size & Rome rotection-Dr Stop -In af!r 4000§d2!!! indows or6oRfNg Doors -Sill t. & Dim, ons arage Fire Protection Framing 5-11 Prope Line Firewall & Openings xt. Door - ne 3' -Check Garage -3rd Story, 2 Exits 5 irs; Width -Headroom -Rise -Run -Landing -Fire Protection 54. plywo on Roof Overhang -Attic Vents -Rafter Outriggers ing-Nailing Veneer r % . Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic, 58. Shear Walls; Nailing -Bolts 59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows Date -ZQ Q/ Card B-1 U , _ Date Card, B-1 Date Card B-1' WM2Date Card B-1 Date FI Plans OK except #'s 6 . Ex teps-Door & Sidelight Protection- Lamtrilbs 6k,-1mokq,De1dctor 3. nate; Vents -Clearance -Comb. Air -Connector - In arage; Above Floor -Ducts -Meeh. Protection d4116edroom Exiting �I. Ba p-ROures & Tub Access- pa 6 ec. Trim & S bpanel; Bre' izes & L els 6 airs & Refrs 6 or ove; C earanc - ear 6s-'Elec. . Ext 7 .Fixt. & Appli ce; Grnd.-AWap-Cookin rance 71, Ele9,0utl & Receptacle it iounter., 7 arage Fire Door; Swi an ng -CI r 73 per 7 . tr. Htr.; Vents -Clearance -Comb. Air -Connector -P. . In Garage; Above Floor-Mech. Protevon L75 , Elec. & Mech. Equip. Li r Location 7 c. Receptacles in Garage; (.. . -Romex Pro on 7 nsu!pen-Foam-Looked in Attic es 7. ua Rails & Deck Constru -Post Caps dn. Vents & Crawl Hole Door -Drainage & W od-Earth Cleave Looked under Age, W -his 80. ollowing instld.; Drive Yes O No; Walks O Yes o; P,iinf'ers ❑ Yes1VO t co; Brown1frinish 8 . A.0 hit; Disconnect, EI Plumbing 83. ents Above Roof; PI .-AppliancqF.6ireptaee.- Iearance to Op rags atekWell; Disconnect, Ele5fical, Plumbing 8 to ' r Elec. Trim; - Receptacle -Underground 86!o1entjia, ion Throughout House 8 a rotection 8 . orrections from Previous Inspections 89. G - 90. Water & Sewer Connected -C Grade -HD Approval nergy Compliance Certificate -Other Certificates Date'7-/3-93 Date Card B-1'( `: Date Card B -1 - Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: (NOTE: An entry must be made each time you visit job site) J=OK y _ O=Not OK =Not Applicable , MOBILE HOMES = Not Ready 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/ /% "ft./ /"LPG 7. 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 Card B-1 F I • � lr 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.-Rig.-Bracing - 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 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 COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS s 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541' 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE (';&11_ lgr 9<:� OW ER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. v f� .5 Jf h Date— Inspector ALL 014S5 CNtN00u7S A9E. GA& FillE07 DoLiRie Qaiv`9 kl'3k perfww gvice� Logy- (1'-) C-NP'Q&'e Cs1lk55 9 L.o�'o �rV''r? CAA%'L&N-t2D? . ENERGY I`ISTALLATICN CERT:77_CA71 Building Owner �j4�i1 �l�-�L<�!� BuildingnPermir_ T 92 — 2_ q� Building Location & /Z 11U/L )EPZ, b/Z IASuLf0MVn Brand 'Z1Ia=e0V i't 6UL-P0CtAg- c� ':z=c:cness(inc-:-es) " TtA<kL ci►n1 12-67 e eszl�`Ee�iclZ(R a ue)_ C11i. 3 ray - n Eo2`17t ✓UG 0 BS C?,T?O Y Rccr ow- S zo o cowl�T:, OF IS JL�T _0:1 AI �`-atarfa? Y1, DV'FVL 30L.R T -AZ "EQ Bra=d Na=e ©L`�15C10V'0(!n wklp '20�pi2 Thic:cess(iac es)DV 1� WJ�PFF�3i21� T?.e=_a? Res _staace (R Value) E: R IOR WALT IASuLf0MVn Brand 'Z1Ia=e0V i't 6UL-P0CtAg- c� ':z=c:cness(inc-:-es) " TtA<kL ci►n1 12-67 e eszl�`Ee�iclZ(R a ue)_ C11i. 3 ray - Batt v 3lanket ,rpe %a�+ICcT .a3 Brand Name00"LVo►2ib//UG Thic:c ss(:r'c mss) y The= -al Resiscance(R Value) Louse Fill Tv A L / 1 6 Brand Nae F�LKkU!/I�'f� ua Thi ccess(_aches) e Nc^ner of Bags Wt, per bag Tb A ea covered t .2 F (= )h/T1RE @�i ZIto 6 i ----- Theresa_ Resistance(? Value)_ FLCOR, E"- Z7A-= Nater_al SL -l; -Q Brand Name </ Thict;.ess(:aches) Ther --..al Resistamca(R Value)___ FLOOR, S' gL/}game �SUL-�}TREcI��J :gat _ al &)YUCt2 E�G f Bra=d Nmo'T- ui REc) 11-7- rkq 1 n me Th�.c?cess (inches) The =al. S 4sta-ce(3 Value) -o liiG1MAJ-: Width(iaches)�� /990 M07 40prov F 0=A::T-ON -WALL-, I�ater:al c�tN� ATF_ 5TH �1 Brand Name Th_c_k-mess(T4—ches) T`aer-.al Resistaace(R Value) Z hereby cer__,!7 that the above i :sula t_oa ::as installed 4_= the above build_ng, - - -is consistent with approved building depart -cent plans -and actac.umencs -and con- " - forms f�a equiremen o" Chanter 2-53 of State of California Energy Requirementa. �-- Jlu1r1�U iZu i lCtat2 S =, COAM1LCTOR' S LIC:.:3S-c INTO. OFITS T_z:.LiTION 3PPLICAT OR D I hereby certify the required features, devices, and equipment, .aa shown on the approved Building Department plans and attachments hrve been installed and conform to the appli- ance standards and C:zapter 2-53 of the State of California Energy requirements. BUILDING CONTRACTORM4NL ER (Please Print) (FIE.*f ) SIGNAIME OF BUILDING CONTRACTOR/OWNER HVAC FIR:`I (Please P_inc) "N E Y Ott[ Lbw t2 STATE CONTRACTOR'S LICZENSE NO. STATE CONTRACTOR'S LICENSc N0. SIGNAiJRi OF MVAC CONTRACTOR; OWt4ZR DAic. T THIS CRR:'I= ICATR KUS T BE ON F=LE Mia THE BUILDING DUAR71-ENT PRIOR TO FINAL INS?ECTIQN AP?ROVAL AND A COPY SHALL BE PCS�eD WIT'riI�1 TdE BUILDING. c=�^r-�.icc� taco NORTH VALLEY [RON WORKS 11254 MIDWAY - P. O. BOX 258 3 4 0 Q� CHICO, CALIFORNIA 95927 Customer's Order No. Dat',_ 19� 7 l Name IY ! / /(� _ ! ( .r —,c�(-3 !'7 Address City State SOLD BYI CASH C.O.-D. I CHARGM I ON ACCT. I jM1)SE..RETD. PAID OUT , QUtAN. ESCRIPTION DESCRIPTION PRICES AMOUNT nJ v THANK YOU Please keen this coov for reference TOTAL ALL claims and retumed goods,MUST be accompanied by this bill. Recd By Quad -Co Priatin8, rm., Chlco. Calltornla 319496.0 J HALES TESTING LABORATORIES TESTING 8 INSPECTION SERVICES LAB ORATORI E S OAKLAND SAN JOSE MONTEREY SAN FRANCISCO LABORATORY.NUMBER 37611 501L ME-Z'HANICS REPLY To 562.2773 • AREA CODE 465 646 HEGENBERGER ROAD S OAKLAND. CALIFORNU 94621 DATE January 31, Report toOAKI.;,�D IRON WORKS_ ` 8465 .Baldwin Street�.,,•��1 Oakland, California 946211' Welder FRANK L. DUDLEY Symbol -- _ 1974 HTL• N%imber OD .96-3—P.o. D—' Gohl JI' s Test Januar 30_ 1974 ;�.•pa���af --- �!-'—._._...----- r At Witnessed by �'. ���+lMr. Jon Peters jInspector forHales Testing Laboratories. Social Security No. 569-72-8057 118pecification AWS, D1.1-72_ Test Plate Thickness one (1) inch Material Specification ASTM: A36 Electrode— E7016 Size 5/32'10 Other Information Welding Process MANUAL SHIELDED METAL ARC Welding Machine Idealarc-300 Amperage 180 Curr-ent(AC/DC) AC Voltage --- Polarity --- TYPE OF WELD RENDS HOR7 ZONTAJ., VERTICAL OVERHEAD FLAT GROOVE ROOT_IJ — FACE- SIDE NO -- SIDE NO ROOT NO ROOT --1!-q. _ - - - - - ' YES - - - - - - - - - - - - - FILLET _- - - -... _ - _ _ _ _ _ _. -- --- — _- — - - - - - VERT.GROOVE (3G) RADIOGRAPH - - - SATISFACTORY - - - - - - WELDER IS QUALIFIED FOR POSITIONS) AND WELD TYPES) LISTED BELOW. APPLICABLE POSITION GROOVE WELD(S) FILLET WELD(S) LIMITATIONS Horizontal Vertical' Overhead ITNO Flat S Material Thickness (Groove) UNLIMITED Material Thickness (Fillet)—NL.IMT•��Q Electrode Designation AWS, Group F4 & LQwgr_. Type of Steels—AWS, D1.1_72 Para._ Welding Process: Manual. Shielded Arc only. — NO YES YES The undersigned certifies that the welding and weld tests were made in accordance with the requ#me ats, f AWS. PTN:si IrygRespectfully submitted, 3c: " ��' HALES TESTING LABORATORIES W-201 3/69 aw ............. By ✓GT 44601C1 )E f -)N L r Z U.G , L) A ✓/'S ) G/4 xn • t � COUNTY OF BUTTE 1. 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 I-96 PERMIT N0. 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 correctio work is completed. If you have any question pertaining to this matter, eed additional explanation, please contact this office immediately. i R 1 n _ -A _ I I -=Q t\ 41 • b i • ' i "C1=-1 URNS,, � 1 i Date r Zo- // Inspector Y12twV-1. COUNTY OF BUTTE 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 _q 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. A?""(?iAKAIKII_ r-\NIIV L Date_ Z — :7 `71 Inspector Zf M �. COUNTY OF BUTTE 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 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. �`-_ ire �ml_, Date �� V Inspector o COUNTY OF BUTTE C'\ - 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 ak-(f -7 g I -90 nIeu.ico OCMRAIT wln A routine inspection indicates that the following violations of County Ordinance exist at the bove address and should be corrected.. Please notify this office when Corr tion of work is completed. If you have any question pertaining to this matter, l r need additional explanation, please contact this office immediately. C Date —�`� _ 91 Inspector ' / 512 '' { ....k•�.=.:i^v:.n..V"t.w-!^�• a..v-j.A"r+,✓""ti+•,c�,.-r.-V_sr---.'.•""�"•Yr`:xy .r ' COTY OF BUTTE DEPARTMENT UF-PU•BL-IC WORKS 196•Memorial•Way,•ChiEao- Pboae 891-2751 7 County"Center Drive, Or'oviIle =.Phone: 538-7541' 747 Elliott Road, Paradise — Phone:.". 872-6307 CORRECTION NOTICE OWN PERMIT NO. A routine inspection tind cafes 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 compieted...If.you have any question pertaining to this matter, or need additional .explanation, pidasefcontact this office immediately. r Date Inspector �✓ 1�'" w* -*i `� 1 4 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completedWqou have any questions pertaining to this matter, or need additional explanation, please co act this office immediately. w u 1 Date x%--13" Inspector REV 10/92 .�- ®• COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS r <�' 7 County Center Drive - Oroville; California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. / ASSESSOR PARCEL NUMBER 63 -31 - ZONING BUILDING PERMIT OWNER '' TELEPHONE SQ. FT. OCC. BUILDING VALUATION 7 101" R "2,6(70.00 OWNER'S MAILING ADDR SS P.O. Box 3804 Chico, q5927 535) M 7,490.00 CONTRACTOR'S NAME Ownpr TELEPHONE ) 14'2 Cov 1,4`20.00 CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ 388.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee 194.00 Energy Plan Checking Fee E$. $ 15.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ 607.00 PLUMBING PERMIT Filing Fee 10.00 uc /� W 'l ! Each Trap id 2.00 20.00 Solar or heat pump water heater 20.00 LOT NO. 3 SUBDI VISION NAME Sierra Foothill Sub PARCEL MAP 'YO - C Water piping 1 5.00 5.00 Each qas water heater or vent 1 5.00 5.00 USE OF STRUCTURE SF[M Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 1 5.00 5.00 Building sewer 1 5.00 Mobile Home S I IS I W 10.00e TYPE OF WORK New [X] Addition ❑ Remodel ❑ Utilities ❑ Instal lation❑ Other ❑ Describe work: _ 3 Bedroom, 2 Story Permit Fee $ 50.00 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 6001 OR LESS 100 AMP OR LESS 10.00 10-00 Main service EA. AOD'L 100 AMP 2.50 2.50 CONTRACTORS LICENSE LAW 1 declare under penalty of perjury (check one): ❑ 1 am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. 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) ❑ 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. OR ADDNS. ( DWELING o a ACC.LBLDG,,. P h¢sgft 58.00 NEW CONSTR. MULTI -OUTLET NON-RESID BRANCH CIRC ITS 2,50 ea (POWER APPARATUS e) SINGLE OUTLET CIR. Ex. Occup(ouTLETs OR FIXTURES 2A0 G L030 eLo3D FIXED APPLNS. OR Ex. Occup. OUTLETS (RESID.) EA. 1 2.00 Temporary service 1 10.00 10-00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $90.50 Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FiIingFee 10.00 Heating 100K BTU 16.00 6.00 Dual Pack Cooling 4 Ton 1 11.00 11.00 Hood 1 3.00 1 3.00 Ventilation 2 3.001 6,00 Permit Fee $ 26.00 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 Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities`, judgments, costs, and expenses which may in any way accrue aga said County i con que ce of the granting of this permit. �1 X ✓' �cn1 Date 3' �y Signature of Applicant - Owner Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 30.00 O CONST TYPE 'a� TOTAL FEE $803. 0 HAZ CUA PARK _ SCHL FLO/ PAR PD HD S �J This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which fees DIRECTOR PUBLIC By / PERM EXPIRES Date the applicable pro vi - resolutions to do� have been paid; WORKS Date6� ` �F �/jZo _ r / Receipt No. ._e n1 /Zg�yy C) IF WHITE-D.P.W.. YELLOW-ASS[SSOR, PINK -IN ECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION ARD PERMIT nssessoa PAaC�L N=MB �R_ DO� / ,((,' 3 3 zoNIN(E )I BUILDING PERMIT O WNE , TELEPVHONE SO. FT. OCC. BUILDING VALUATION YWNER' MAILI G ADDRESS r 0. 3 $a LJ C /cln, 6* 5,552 0 CONTRACTOR S NAME TELEPHONE L4/' "1 v CONTRACTOR'S MAILING O RES, PP S CHIT A 752' 1S Fireplace 'Z � CONSTRUCT I ON LENDER / '/ Di✓ e UNKNOWN Total Valuation $ 0 Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ !� Energy Plan Checking Fee S / .- ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty S BUILDING ADDRESS Permit fee $ 0 -t PLUMBING PERMIT Filing Fee 10.00 / L� ry)2 �!/ Each Trap ObI 2,00 jroZwy Ifl4qj. Solar or heat pump water heater 20.00 LOTN, 3 SUBDIVIISION NAME /'� 1 /,rdlia T 2Drq/LL. s�l� PARCEL MAP Water piping 5,00 Each qas water heater or vent 5,00 USE OF�STRUCTURE SF `X Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home Is G W 0.00 eal TYPE OF WORK New fEr Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: 3M Permit Fee $ =' Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 11001 OR LESS 10.00 100 AMP OR LESS Main service EA. ADD -L 100 AMP t 2,50 Z CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑NO 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 I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. . Business and Professions Code for this reason NEW CONST. DWELLING OC UP. , OR ACDNS. ACC. BLDG,. (�2/:¢sgft �} _ T NEW RESI0.CONSTRANCH CIRCU 2,50 ea N.R ESID BRANCH CIRC ITS POWER APPARATUS e (SINGLE OUTLET CIR. I / 20 0 50C 1 Ex, Occup\OUTLETS OR FIXTURES 5AL930 vALa sox FIXED APP LNS. OR Ex. Occup. OUTLETS (RESIC.) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 I Permit Fee $ s_ Contractor ! WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to became subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating ori 1<8Pt/ IF I Cooling sem.✓ 1 �� / a' Hood 1 7 3.00 3 �' Ventilation .3 w Permit Fee $ Contractor j I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all bilities, judgments, cos and expenses which may in any way accrue ain said County in ns ue ce T the granting of thikperm* t.fl?Th's Dateo If Sig re of Applicant — Owner, Contractor ❑ Age An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee OCC CONST TYPE TOTAL FEE S -� HAZ cuA PARK SCHL FLD PAR PD HD ISSUE permit is nereby issued under the applicable Bions of the Butte County Code and/or resolutions work indicated above for which fees have DIRECTOR OF PUBLIC WORKS By Date I PERMIT EXPIRES Date provi- to do been aid. p I Receipt No.—� / 2- TELLOW-ASSESSOR. P14R-INSPI�CTOR. GOLOEMPOO-APOLI CANT ' . J� COUNTY .OF BUTTE - Department of Public Works 7 County Center Drive, Oroville, CA 95965 Phone: 916-538-7541 OWNER -BUILDER VERIFICATION Attention Property Owner: An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the majo labor and materials for construction of the proposed property improvement yes r no) �ye,S 2.(have have not)signed an application for a building permit fo3--tomro osed work. P P 3. I have contracted with the.following.person (firm) to provide the proposed construction: Name Address City Phone Contractors -License No. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide.the major work: Name Address City Phone Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address Phone Type of Work Signed: Property Owner La:!�z &Lza Social Security Number _ — — Date NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831.and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. i BUTTE COUNTY SCHOOLS DEVELOPMENT,FEE CERTIFICATION FORM (One Form per Building) A.P. Number °C .00Building Department No. School District 0 City.= County [� Jurisdiction Property Owner ,044-1/ �AA L S 0^j Project Location/Address Subdivision Sl"RI,}. 40(7 /J. Lot Number Residential Development:�jv Sq. Footage / # of Living MHI Addition (Group R) Units , Commercial/Industrial: O O Sq. Footage New Addition (Including Exterior Roofed Areas) ng Department Representative ******************************************************************* .(Floor Plans reviewed by,School District Personnel) Y District Id No. 9()041oC0.1 6 Lori School District certifies ' that 77NQ �,mp L 01AeL640iV (Applicant Name) (Phone Number) (Street Address bL/ (City) (State) (Zip Code) has complied with the requirements of Resolution No. 3G h by the payment of $ () rj, `� 02 representing I. $ P-7 square feet. School District Representative PAID BY CHECK NO. BANK NO 1/- ,5 / REMARKS: Date PAID BY CASH white -applicant, yellow -building department, pink-school'district SCHOOL.FEE (8/88) r <-r `COUNTY OF BUTTE - DEPARTWNT OF'PUBLIC WORKS -BUILDING DIVISION J . 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET Permit No. OWNER Ono "i `- �1Q L^S a.✓ A. P. No. _ 3 — 3 %— 003 Proposed Building U&Se-4 Building Inspector4�s�j Date 1�?� At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 2 3 4 5 6 7 8 9 17. 18. 19. 20. 21. 22. 23. =-24. All items have been submitted . .................................... Plot plans in duplicate/triDlicate. signed by nrenarer of nlans Complete plans in duplicate/triplicate, signed by preparer of plans .. Complete engineered plans and calcs, With wet signature on plans .. Hazardous Material Form .......................................... Energy Design Compliance and supporting documentation ......... Statement of Intent for Non -Heated and AC Buildings .............. Engineered truss details and layout in duplicate (required prior to plan check) Mobilehome installation data including manufacturer's installation instructions....................................................... Fees of $ ........................ Chico Urban Area fees paid ....................................... Park fees paid ....................................... .... School District fees paid ............. . Sanitation approval from Cal c o Health Department Q -a City of Chico plumbing permit ..................................... Plot plan and business license approval from City of (see City for other requirements) Planning approval for (A) Use: (B) Parking: Improvements may be required. Contact Land Development Section DPW Driveway permit (construction approval required prior to occupancy) �l°RJUeG,� Pre -Inspection for required Pre-Inspec.request to Building Inspector (Date) Contractor's license information (No., Name Style, Classifications ... Certificate of Workmans Compensation Insurance .................. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... Recorded copy of Agricultural Acknowledgment Statement ......... alter of signature authorization .................................. . —� P�-- oh'qo VP When yo issue the permit, process as follows: Mail to owner. Mail to contractor. ele hone �y2— 3�1 wand hold for �+ p pickup at / v office. Deliver w/inspector. Other Applicant:. �r.,�� (;,,(/.4c, Date Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted prior to permi ' suancrcle new item not checked above), 1. Index permit for above items No. 1 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phone---jnail—counter by .date Contractor, designer, owner, was advised of above required data by_phone_mall_coynter by date Plans checked by K Date Plans approved by Sets of plans on hold in�ile cabinet AP folder -../ , . , . Copy—DPW Date TO Buildind Department FROM: Environmental Health ' SUBJECT: Sanitation Clearance \ �„/ /d erg oa e7 kg, - '- Owner Location. AP# Plan Appro ved for: Sewage Disposal `� Water Supply Hold final for: Water Supply Final clearance O.K. for: Water Supply Clearance for bedroom m pMibe home. Other IQO:`S 12, Sanitarian Date Ik LL-ev to DPW AGRICULTURAL STATEMENT T T MENT OF ACKNOWLEDGEMENT ` v O FOR RESIDENTIAL DEVELOPMENT Section 26-8.1 of the Butte County Code requires this acknowledgement be recorded prior. to :issuance of a builfling permit. The property described herein is adjacent I; to Land or included within an area zoned 90-010607 ; Rec Fee 11.00 for agr.i.cu l.t.ur.al. purposes, and residents ; Cash 11.00 of this property moy be suhject to incon- Recorded ; ven:i.ences or d i.scomfort arising from the Official Records ; use of agr:iCUlt..ura1 chemicals, :including, ; County of ; but not .1.imiLed to herbicides, pesticides, Butte, ; and fert.:il.izers; and from the pursuit Candace J. Grubbs ; of agr.i.cu.lturaI ope:raLion s including, Recorder ; but not: J im:i.t:ed to cultivation, plowing, 10:38am 16 -Mar -90 ; BG 4 spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agr i c.u.l.- Lural zones which have as a priority use for productive agricultural. purposes, sand r.esi.deut.s within said zones and on adjacent property should be prepared to accept such i [IC Oil ven i.enC0. or discomfort from normal, necessary .Farm operations. Al.l that: real property situate in the CounLyco/f/Butte, State of California, (lescri..bed as follows: � 10/� ° �� 4 �4 �C-� �''7,��'%� > Date: 03/16/90 State of MIFORNIA) County of BSE ) PROPERTY OWNERS: On this the 16TH day of MARCH , 19 90 , before file, SS. the undersigned Notary Public, personally appeared DANIEL R. CARLSON Personal]y known to me. ® Proved to me on the b�Is.is of satisfactory ev:idLc>nc.:e. to be the person(s) whose name(s) nANTpT, R CSON CON." OFFICIALSEAL subscribed to the within instrument and acknowledged that.ELIZABM m,,N &�21 X executed the same for the purposes therein conta�i_ned. 'I'N W.I:TNESSNOTARYPUBLIC-CALIFORNIA WHEREOF, I hereunto set my hand and official seal. BUTTE COUNTY MY COMM. EXP. MAR. 11 1991 Present. A.P. No. Notary Pub] -i c 0- SCHEDULE C °.-89-34834 Order 2-146664 The land referred to herein is described as follows: All that certain real property situate in the County of Butte, State of California, described as follows: PARCEL A:. Lot 3, as shown on that certain Map entitled, "SIERRA FOOTHILLS SUBIDVISION", which Map was recorded in the office of the Recorder of the County of Butte, State of California, on October 30, 1980 in Book 80 of Maps, at pages 10 and 11. RESERVING THEREFROM a nonexclusive easement for road and public utilities purposes as shown on the Map referred to herein. PARCEL B• A nonexclusive easement, 60 foot wide, for road and public utilities purposes, over and across Wilder Drive, and Zinfandel Drive, as shown on that certain Subdivision Map entitled, "SIERRA FOOTHILLS SUBIDVISION", which Map was filed in the office of the Recorder of the County of Butte, State of California, on October 30, 1980 in Book 80 of Maps, at pages 10 and 11. EXCEPTING THEREFROM that portion lying within Lot 3, as shown on said Map. ALSO EXCEPTING THEREFROM a 1 foot wide no access strip on Wilder Drive as shown on said Map. PARCEL C: A sixty (60) foot wide non-exclusive easement for road and public utility purposes, over a portion of Parcel 3 as said Parcel is shown on that certain Parcel Map for Anthony Santos which Map was filed January 11, 1978 in Book 63 of Maps, at page 74, records of Butte County, California being also a portion of Section 12, Township 22 North, Range 2 East, M.D.B. & M. and lying thirty (30) feet on each side of the following described centerline: BEGINNING at a point on the most Easterly, Westerly line of Parcel 3, as shown on said Map, which point bears South 000 58' 23" East, a distance of 984.51 feet from the most Northerly Northwest corner of said Parcel 3, said point being also in the centerline of that certain road known as Wilder Drive and running thence along said centerline the following twelve (12) courses: (1) South 310 28' 04" East 4.41 feet; (2). 950 04' 52" (Tangent Left) R = 200.00 feet L = 331.90 feet;P, (3) North 53° 27' 04" East 88.11 feet; (4) = 45° 06' 37" (Tangent Right)OIR = 200.00 feet L = 157.47 feet; (5) South 81° 26' 19" East 183.15 feet; (6) = 35° 31' 09" (Tangent Left) R'= 360.00 . feet.: L 223.17 feet;. ( 7) ...North 63 ° 02' 32" East 38.78 feet; ( 8 ) = 270 28' (Continued} 4L•• na5U u,,. , --- = lo -° 55' feet L = 148.57 feet to a point of reverse which, at this oint, bears North 730 29' 49 (12) North l840 25' 2811 p 39" .(Right) R = 500.00 feet L = 95.36 feet; ( ) East 176.17 feet to a point on the Easterly line of said Parcel 3 which point bears South 02° 10' 43" Eastrcel 3,distance said t being of lalso tthe from the Northeast corner of said id in Ma entitled, "SIERRA FOOTHILLS Southwest corner of Lot 1 in the centerline of wilder Drive as faMa s Lot and.road are shown on that 1980 in Book 80 o Maps, SUBDIVISION", which Map California. at pages 10 and 11, records of Butte County, PARCEL D: public A sixty (60) foot wide noortionuofvParcelseasement 1 andfor 2road said Parcels are utility purposes over a portion was filed shown on ,that certain Parcel Map for Howard Isom, which map 23 24 and 25, September 21, 1979 in Book 73 of Maps at pages 22, portion of Section California, being also a records of Butte County, M,D,g,&M., said 1, 2, 11 and 12 Township 22 North Range 2 East, easement being over and along courses 5 through 50 of Canyon Shadows merated on said Road as said road is delineated and said courses enu Howard Isom Parcel Map. PARCEL E: A sixty (60) foot wlic ide non-exclusivefParcelse2tandr6rasdsaid Paand rcels are utility purposes over a portio which map was filed shown on that certain Parcel Map for Howard Isom, ges 22, 23, 24 and 25, at September 21, 1979 in Book 73 of Maps, at paalso a portion of Sections records of Butte County, California, g and lying 11 and 12, Township 22 North, Range 2 East, M•D.B.&M., a centerline; thirty (30) feet on each side of the following COMMENCING at the Northwesterly terminus of a course along the boundary of said Parcel 2 shown as bearing gHsouthoward 29Isom* 26, 45"cel Eastaand having a distance of 1731.61 feet on i .41 running thence North 620 S31 42" West a in the centerlinetofcCanyonof 2ShadowstRoadto aas point in course number 48 shown on said map. 18" West along said centerline a distance of Thence South 270 26' 109.04 feet; Thence continuing along anddSouthe29°n421 23" West e*South 20, 2a,distance tof 24.56 distance of 124.14 feet for the herein described easement; feet to the True Point of, Beginning Thence leaving said centerline of Canyon Sh60 wad footwideeasemeng, thence along the centerline of said sixty ( ) .(Continued) 1�IFV�:.�:�rrrw. � r ,,�„ +. i...... '3l:rw;irif+?+ :.t::r.^�.;.'^�' ;:i rs:.r ,.• -3483,4 2-146664 order No. 11 -IS centerline of that certain road hereinafter referredto as -Wilder Drive the following thirty-seven (37) courses: '(1) South 04°.11' 04" East'81.12 feet; (2) Through a central angle of 150 00' 06" (Tangent Right) R = 400.00 feet L = 104.73 feet; (3) South 10° 49'' 02" West 335.17 feet; (4) Through a central (5glsouth e of 649°001' 21",(Tangent Left) R = 200.00 feet"L = 209.46 feet, 19" East 22.01 feet; (6) Through a central angle of 28° 49' 48" (Tangent Left) R = 100.00 feet L = 50.32 -feet; (7) South 78° 01' 06" East 122.81 -feet; ( 8 ) Through a central angle of 774 ° 5031,3131 ( Tangent Left) R ='200.00 feet L = 83.97 feet; (9)' North 243.96 feet; (10)'Thrst ough a central angle of 80° 05' 13" (Tangent Right) R = 180.00 feet L = 251.60 feet; (11) South 21° 59''16" East 372.55 feet; (12) Through a central angle of 40°"17' 18" (Tangent • (13) South 18° 18' 02" West Right) R = 200.00 feet L = 140.63 feet, 235.37 feet; (14) Througha central angle of 39° 11', 53" (Tangent , Left) R-000-00 feet L = 205.24 feet; (15) South 20 53' 51" East •217.'49 feet; (16) Through,a central angle of 040 52' 11" (Tangent Right).R = 400.00.feet L = 34.00 feet to a point on the most Easterly line common to Parcels 2 and 6.of said Isom Parcel Map which point bears North 110 00' 00" East 19.05 feet from the -most Southerly corner common to said Parcels 2 and 6;-(.17) Through a central angle of 370 28' 22" (Right) R = 400.00.feet L = 261.61,feet continuing along said curve to the right the tangent to which, at this point, bears south 16° 01' 40" East; (18) South 210 26' 42" West 294.89 feet; Through a'central angle of 1310 24' 00" (Tangent Left) R = 55.00 feet L 126.14 feet; (20) North 700 02' 42" East 274.60 feet; (21) Through a central angle of 55° 08' 46" (Tangent Left) R = 120.00 feet L = 115.50 feet; (22) North 140 53' 55" East 64.58'feet; (23) Through a central angle of 790 51' 46" (Tangent Right) R = 200.00 feet L = 278.77 feet; (24) South 85° 14' 18" East 57.49 feet; (25) Through a 95.72 central angle of,540 50' 40" (Tangent Left) R = 100.00 feet L = n feet; (26) North 390 55' 01" East 137.70 feet; (27) Through a central ntral angle of 410 211_ 56" (Tangent Left) R = 150.00 feet L = 108.30 feet; (28) 01° 26' 55" West 267.19 feet; 20' 18" (Tangent Right) R feet Lhro330.48centrfeetatoaagle point of* compound curvature the tangent to which, at this point., bears North 45° 53' 24" East; (30) Through a central angle of 57°z31'-�37" (Right) R = 150.00 feet L = 150.61 feet; (31) South 76° 35' 00`1".East 491.33 ' feet; (32) Through a central angle of38° 58' 41" (Tangent_Left) R ,= ,250.00 feet L = 170.07 feet; (33) North 640 26' 19" East._*'' feet; (34) Through a central angle of 610 45' 43" (Tangent Right) R�= 410.00 feet L = 441.96 feet; (35) South 53° 47' 58" East 115.80 feet; (36) Through a central angle of 220 19' 54" (Tangent Right) R = 350.00 feet L = 136.42 feet; (37) South 31° 28' 04" East 80.39 feet to a point on the most Easterly line of said Parcel 6 which line is also the most Easterly, Westerly line of°Parcel 3 as shown _on"that certain Parcel January 11, 1978 in Book 63 of Maps, at page 74, records of Map filed rnia,;.aid point bears South 000 58' 23" East Butte County, 11 984.51 feet from the most".Northeasterly corner of said Parcel 6 bung also the most -Northerly Northwesterly corner of said Parcel 3. AP#: 063-310-003 END OF DOCUMENT .mss 10aoiwo 0 RESIDENTIAL PLAN CHECKING GUIDE (S.F., DUPLEX &'MISC. ONLY) Bldg. Permit # % 41-9�0 OWNER <ZA2Lso rl A.P. # 63 - S CXD3 GENERAL Zoning requirements: (sideyards �. Valuation. Plans signed by designer. Energy Design and Compliance. Existing violations on property. 6. Items on data sheet. and number of permitted living units). PLOT PLAN Complete parcel size and dimensions. Setbacks, sideyards, easements, etc. Other buildings or structures. Grading, fills, drainage. Flood hazard. Special conditions on creation map or compliance document. ,TAU & FAS' road setback. • . FLOOR PLAN Complete to,scale plan with -dimensions. Required windows for light and ventilation (Sec. 1205). Required windows for second exit (Sec..1204). Skylights (Chapter 34 & Sec. 5207). Human impact glass (Sec. 5406). Required room sizes, ceiling heights -(Sec. 1207). , GFCIs in baths, garage, and exterior outlets (Article 210-8). Light fixtures, switches, receptacles, and exterior receptacles of mechanical equipment. 5/89 for maintenance Locations of water heater, heating and cooling equipment,`other electrical or gas equipment, and plumbing fixtures. Garage firewall, door size, and closer (Sec. 503(d)(3)). 1 - 3'0" exterior exit door (Sec. 3304(e)). Fireplace and wood stove location, alcoves, and clearance. Smoke detectors (Sec. 1210). STRUCTURAL DETAILS Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. Elevations and wall construction details complete enough,to construct building. ,,4"- ,.,Roof construction details complete enough to construct building. S� Fireplace construction details and talcs if, necessary. MISCELLANEOUS ITEMS TO LOOK OUT FOR Stairway details: landings, rise and run, head clearance, handrails (Sec. 3306). Guardrail details (Sec. 1711 & 3306(j)). Brick or stone veneer (Chapter 30). 5/89 RESIDENTIAL PLAN CHECKING GUIDE MISCELLANEOUS ITEMS TO LOOK OUT FOR (CONV D) e4! Exterior plaster - weep screeds (Sec. 4706). ,5! Proper roof pitch for roof covering (Chapter 32). -6/ Roof covering type- (fire hazard). Rafter ties or bearing ridge beam. Garage door or porch header sizes. Adequate bracing. 1-0: Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. Two exits on three-story dwellings (Sec. 3303 & see Mezannines - 1716). Attic access and ventilation (Sec. 3205). 13 -.'Underfloor access and ventilation (Sec. 2516). _14- Combustion air for fuel burning appliances. -1-5-.Noise requirements on duplexes. -6-.� Adobe soils - special foundation design. Retaining walls requiring design. Unusual shape, size, or split level house requiring lateral design. lashing at all exterior openings. 11 .��s:c�nl �6^2 �rzoNr ZZ j G P�T�RaL �-�I Y� ► s � � �_3�_qo Ttf iS (Z -S a D © rte S t A � W� U� o �. I n T^d tf e,y�r 5 t_iST ✓v4,y NST Qr N GRIFFITH & ASSOCIATES ARCHITECTURE • ENGINEERING • INTERIOR DESIGN • UTILITY SERVICES TRANSMITTAL LETTER PROJECT: j7&WIEL CAp N VE5�,1MW PROJECT NO: DATE: 4* 1:1 e! 6 TO: r1711tLDlwGi Vere , If enclosures are not as noted, please f-7 6oL1W'l^`( j5eUTEr, inform us immediately. If checked below, please: ATTN: �.J0I4W NG��� ❑ Acknowledge receipt of enclosures. J ❑ Return enclosures to us. WE TRANSMIT: herewith ❑ under separate cover via I' in accordance with your request FOR YOUR: ❑ approval ❑ distribution to parties ❑ information ❑ review & comment O record 5� use ❑ THE FOLLOWING: COPIES DATE REV. NO. DESCRIPTION ACTION CODE ol.i.lnjiN �I- e Lai 1.20�o I.L.%�� 1.2:3b�To I L2.�• I.2:��►� I.�L:�.11 �i.3�i ° 1.3• j o,• I.3. j j . s X106° 1.64- n% -i Kim m ncuon maicateo on item transmittea D. For signature and forwarding as noted below under REMARKS CODE S. No action required E. See REMARKS below C. For signature and return to this office REMARKS F-eyioloNe:q oic 45 � r� I o 6 ; ern d 1. &OWf„ IKIj_ A V—,e,&V JJAI _I BY:.? P/i COPIES TO: (with enclosures) J ❑ David Martin Griffith, P.E. • Matthew Schelly, Architect • Donna J. Brown 119 Broadway Suite 202 • Chico, CA 95928 • 916.343.4621 FAX 343.4626 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER 063-310-003 ZONING U BUILDING PERMIT OWNER Daniel R. Carlson TELEPHONE 3r+3-1562 SQ. FT. OCC. BUILDING VALU ION OWNER'S MAILING ADDRESS P.O. Bz___,)3804, Chico 95927 Valuation 9,000.00 CONTRACTOR'S NAME Owner TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER None UNKNOWN Total Valuation $ 9,000.00 LENDER'S MAILING ADDRESS Filing Fee $ 15.00 Permit Fee s97.50 ARCHITECT OR ENGINEER David Griffith LICENSE NO. Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS Permit fee $112.50 4512 Wilder Dr. Forest Ranch PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. 3 SUBDIVISION NAME Sierra Foothills PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF EX Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S I G I W @ 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other [L Describe work: Permit to Complete B.P. #741-90 Permit Fee $ Contractor ELECTRICAL PERMITFiling Fee 15.00 Main service 200AORLS LESS 4—. 18.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (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 I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered J 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 Main service 200A TO 1o0OA) 37,50 NEW CONST. ( DWELLING OCCURM OR ADDNS. ACC. BLDGS. 3.6Q sq.ft. NEW CONSTR ULTI.OUTLET NON.RESID BRANCH CIRC ITS @ 5.00 (POWER APPARATUS trl SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20 @ 76 OAL, 46d FIXED Ex. Occup. OUTLETS (RESID.)REA.) I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring 9 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I 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 15.00 Heating Cooling Hood 6.50 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue agai said County in ons uen a of the granting of this per it. X ' �Z� fes.. Date �b 2 Signature of Applicant — OwnerContractor ❑ Agent An OSHA ion of structures toverr39storiesoineheight ions over 5'0" deep and demolition or construct- Mobile Home Installation Fee S Energy Inspection Fee $ OCC CONST TYPE TOTAL FEE $ 2 50 HAz 0FEES IMP FLOOD CDF PARCEL PD HD ISSUE This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicat bove f which fees have been paid. D E T F PUBLIC WORKS BY S- Date9 / 7 -TZ PERMI EXIRES Date Receipt No. 122789 WHITE-D.P.W., YELLOW -ASSESSOR, PINK•INSPECTOR, GOLDENROD -APPLICANT COUNTY;OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER D o. (9 C 9_3-,5/o -(Oe s Proposed Building Use ilding Inspector Date A/O Z At ti of of permit application, I was advised the following data must be submitted prior to rmit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted. ............ . 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation . ................. . 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of$ .......................................... 11. Impact fees as shown on attached schedule. ............................. . 12. California Department of Forestry plan approval/fees. ....................... . 13. Flood elevation letter (100 year flood) by California Engineer . ................. . 14. Sanitation and plot plan approval Health Department . ............ 15. City of Chico plumbing permit. ........................................ . 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: . ........ 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 9. Driveway permit (construction approval required prior to occupancy). .. ... ... . 20. Pre -inspection for to Building `e for required. . . to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner - , Mail to owner _)............ 24. Recorded copy of Agricultural Acknowledgement Statement . ................. . 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ........................................ 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan check list . ..................................................... 33. 34. When you issue the permit, process as follows: V Mail to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver with inspector. Other Parcel Creation � Acreage Applican "'''"" - Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 4 / ..., 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone -mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916:538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER -0Z) ZONING BUILDING PERMIT OWNIM_- n /Z /C/ TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAI LIN ADDRESS 00 :� �592- CONTRACTOR'SNAIVE - -2 &PP d*) TELEPHONE NTRACTOR'S MAILING ADDRESS P.O.44 Fireplace CONSTRIj C,TIIONL END ERUNOWN �(J` J. Total Valuation $ �r� LENDER'S MAILING ADDRESS S1�C Filing Fee $ 15,00 Permit Fee $ -j 0 ARCHI. ECT OR ENGINEER r Vf�/`� tfCc� LICENSE NO. Plan Checking Fee $ Ener Plan Checking Fee Energy g $ ARCHITECT OR ENGINEER'S MAILING ADDRESS .s'a QS �<r, Penalty $ BUILDING ADDRESS ��� / n--'uC Mkdr ` iw Permit fee $ PLUMBING PERMIT Filing Fee 15.00 Each Trap 1 5.00 Solar or heat pump water heater 20.00 OT NO. SUBDIVISION NAME _ t� �/;/ /' �1 ✓lf I"CU1P�rit�t3 S�-iPi2T��lef4 PARCEL MAP Water piping 7.00 Each pas water heater or vent 7.00 USE OF STRUCTURE SF% Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S I G W @ 15.00 TYPE OF WORK New ❑ Addition❑ Remodel❑ Utilities ❑ Installation❑ Other ❑ Describe work: Ber m,4 -N-c, Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 00V OR LESS Main service 200A OR LESS 1 18.50 Main service 200A TO 1000AI 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the BUSIneS$ and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST, / DWELLING OCCUP.sI) DR ACDNS. l ACC. BLDGS. 3.64 sq.ft. NEW CONSTNON.RESID R. BRANCH CRC, TT RCITS @ 5.00 POWER APPARATUS 4+ SINGLE OUTLET CIR. ) Ex. OCCUp(OUTLETS OR FIXTURES 64 AL 20 464 FIXED Ex. Occup. OUTLETS PRESID ILNSREA.) 1 3.00 Temporary service 15.00 Mobile Home FacilitiesEt Misc. lYirin g Permit Fee ; WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating Cooling g Hood 6.50 Ventilation Permit Fee ; Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Si nature of Applicant — Owner g pp ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ occ CONST TYPE I TOTAL FEE $ HAz 1 0FEES IMP FL000 COF PARCEL PO HD ISSUE This permit is hereby issued under the sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By EXPIRES Date applicable provi- resolutions to do have been paid. WORKS DatePERMIT Receipt No. WNITC•O. P. W., YELLOW- ASS C930R, PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE - Deoa;tment of Public [forks 7 Councy Cancer Drive, Oroville, CA 95965 OWNER -BUILDER VERIFICATION Attention Property Owner: Phone: 916-338_7541 An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid 'unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the ma' labor and materials for construction of the proposed property improvement yes or no) 2. I (hav�ehave not) it signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractors License No. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name Address City Phone Cont=actors License No. 5. I will provide some of the work but I have contractad (hired) the following persons to provide the work indicated: Name Address Phone Type of Work Signed: Property Owner -d�- Social Securi y um r Dace NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Healch and Safety Code. -_'.,."T`Vffs` verification must be completed and returned--to-our---off ice before we 'are per- mitced to issue the permit. COUNTY OR BUTTE - DEPARTMENT OR PUBLIC WORKS PERMIT NO. 7 County Center Drive - Orovllle, Californla.95965 - Telephone: 916/536.7541 6� Y APPLICATIOW AND PERMIT IAI ASSESSOR PARCEL NUMBER 63-31-003 ZONING U ` BUILDING PERMIT OWNER Dan & Madel ne Carlson TELEPHONE 342-3818 SO. FT. OCC, BUILDING VALUATION OWNER'S MAILING ADDRESS P.O. Box 3804, Chico 95927 CONTRACTOR'S NAME Owner TELEPHONE 1 ST RENEWAL CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee @ —Fee $194.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $204,00 PLUMBING PERMIT Filing Fee 10.00 4512 Wilder Dr., Forest Ranch Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. 3 SUBDIVISION NAME Sierra Foothill Sub PARCEL MAP 80-11 Water piping 5.00 Each•gas water heater or vent 5.00 USE OF STRUCTURE SF ® Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S 10.00 ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other[I Describe work: 1St Renewal of B.P. #741-90 _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 6011 OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare unde*palty, of perjury I y (Che01C Oile): _ ❑ 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. i License No. Classification. I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) CCC"' ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code ftP is reason NEW CONST. DWELLING OCCUP.6( OR ADONS. ( ACC. BLDGS. ) , /z¢sgft NEW CONSTR. MULTI.LET NON-RESID BRANCH CIRC ITS 2,50ea POWER APPARATUS e (SINGLE OUTLET CIR. ) Ex. Occup(OUTLETS OR FIXTURES 20050C aALe3o FIXED EX. OCCUp. OUTLETS PLNS K (RESID IEA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare u er penalty of perjury (check oneL ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling g Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue again id County in Mnsriceof the granting of this permit. bc���-, Date Z� Signature of Applicant — Owner,® Contractor ❑ Agenr An OSHA permit is required for excavations over 5'0' deep an demo ition or construct- ion of structures over stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ E HAz. CUA -PARK scHL FLD PAR I PD l HD. I Iss This permit is hereby issued under the applicable provi%� sions of the Butte County. Code and/or resolutions to do work in ' ated above for which fees have been paid. DI T OF IC WORKS By Date P IT EXPIRES Date 696/9? Receipt No. r3 n a ! WHITE-D.P.W., YELLOW-ASSCSSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT . �t• ' COUNTY OF BUTTE - DEPARTMENVWFFY�FUBLIC WORKS - BUILDINP� DIVISION �, _ 7 COUNTY CENTER DRIVE - OROVILEE, QAT-IFO.RNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET Permit No. OWNER �!"//+� �� /, �i ::.��z A. Proposed Building Use Z!�C�t� Building Inspector - Date "s— At time application, I was advised the following data must be submitted prior to permit processing,and/or issuance: m� DATE RECEIVED - APPROVED 1. All items have been submitted . .................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans........ 3. Complete plans in duplicate/triplicate, signed by preparer. of plans . . 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions....................................................... 10. Fees of $ 11. Chico Urban Area fees paid ....................................... 12. Park fees paid .................................................... 13. School District fees paid .............. 14. Sanitation approval from Health Department 15. City of Chico plumbing 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. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required Pre-inspec. request to Building Inspector 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................. i 23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... 24. Recorded copy of Agricultural Acknowledgment Statement ......... 25. Letter of signature authorization ................................... 26. 27. (Date) When you Issue the permit, process as follows: Mail to. owner. Mail to contractor. Telephone and hold for pickup at office. Deliver w/inspector. Other Applicant ����G 0� U��-rlo Date 51-2,lql Copy of Hdz-Mat form sent Health Dept. Fire Dept. air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phone-__mail—counter by ..date Contractor, designer, owner, was advised of above required data by—phone _mail—counter by date Plans checked by Sets of plans on hold in Copy—DPW Date Plans approved by File cabinet AP folder Date COUNTY OF BUTTE - Deoartment of Public Works 7 County Center Drive, Oroville, CA 95965 Phone: OWNER -BUILDER VERIFT-CATION Attention Property Owner: 916-538-7541 An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. /1. 1. personally plan to provide the ma' labor and materials for' construction of the proposed property improvement yes r no) 2. I (have •ave not) X04A149 signed an application for a -building permit for the proposed work. 3. •I have contracted with the following person (firm) to provide the proposed construction:-. _ _ .,..... ...._.. Name .._ Address City Phone Contractors License No. 4. I plan to provide portions of this work, but I. have hired 'the following person ' to -coordinate, supervise, and provide the major work: Name AddressCity Phone Contractors License No. 5. :I will provide someof the work but I have contracted (hired) the following persons to -provide the work indicated: . Name Address Phone Type of Work Signed : Property Owner a— Social Security Number .S'70 3'7— 8"Fil 9 :- - -. .-----------.._._.Date 5• �Z . 9./ NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are•per- mitted to issue the permit. 1) 1 AGREE THAT I THE PURCHASER, TAKE FULL RESPONSIBILITY FOR ALL QUANTITIES SUB TOTAL/vor- AND DIMENSIONS OF TRUSS'S LISTED ABOVE. . 2) TRUSSES ARE NOT RETURNABLE FOR CREDIT. TAX BLOCKS TOTAL HANGERS PURCHASER'S BID ACCEPTANCE � 4 i ' o- LONGFELLOW LUMBER CO., INC. 89 LOREN AVE. — CHICO, CA 95928 TRUSS (916) 893-0112 PROPOSAL �\ FAX (916) 893-0140 NAME lJA�,� �'An.��Q,� DATE 10-13-10 , BILLING ADDRESS DEL. ADDRESS STREET CITY PHONE iS h7-0. -z'1 z- 39 1& S 1 �oJOB PHONE PROJECT A.P. # JOB NAME LOADING CSI =$ ENG: ORDER PITCH TCLL TCDL BCLL BCDL MAIL ❑ -s/ll- �b I o G O < BLDG. DEPT. ❑ CON UNIYS SIZE TYPE SPAN O.H. DESCRIPTION 2 i�ra I I .�T' Ill`` �, uta � 1�I� n,► ��•----�-c�u� (J �. 1 L -T7 L l try-- -r ` -ter � CG • cl/3Z) 1) 1 AGREE THAT I THE PURCHASER, TAKE FULL RESPONSIBILITY FOR ALL QUANTITIES SUB TOTAL/vor- AND DIMENSIONS OF TRUSS'S LISTED ABOVE. . 2) TRUSSES ARE NOT RETURNABLE FOR CREDIT. TAX BLOCKS TOTAL HANGERS PURCHASER'S BID ACCEPTANCE � 4 i ' PROPOSAL TERMS AND CONDITIONS 1. Billing occurs at the end of each month. Payment terms are net due by 10th. If account is not paid on or before the end of month following purchase a FINANCE CHARGE will be levied at the rate of 11/2% per month and the ac- count may be closed. 2. Delivery of manufactured products may not be delayed beyond 30 days of original delivery date. Any delays beyond this time will result in a storage charge of 11/2% per month. 3. Twenty-four (24) hours notice must be given to reschedule a scheduled delivery date. Failure to comply will result in a $25.00 additional delivery fee. 4. Delivery with the aid of the contractor is plateline if accessible at driver's discretion. 5. An additional delivery fee of $65.00 will be assessed if driver has to drop trailer to get to job site, unless notified at time of bid. 6. Truck rental and supplemental deliveries are at the rate of $65.00/hour, 1 hour minimum. CA RL$©tJ , K�P&O0�1 CALIFORNIA PRELIMINARY NOTICE YOUR ATTENTION IS DIRECTED TO SECTIONS 9001 9009• AND 9111 CALIFORNIA CIVIL CODE WHICH REQUIRES US TO NOTIFY YOU "Ti1/►i IP 11ILLB ARE NOT PAID IN FULL FOR LABOR SERVICES, EdUIPMENT OR MATERIALS FURNISHED OR TO BE FURNISHED THE IMPROVED PROPERTY (WHICH IS DESCRIBED HEREON) M%►Y BE SUBJECT TO MECHANICS' LIENS". (THIS STATEMENT IS APPLICABLE Td PRIVATE WORK ONLY.) 1118 1S NOT A LIEN. THIS IS NOT A REFLECTION ON THE INTEGRITY OF ANY CONTRACTOR OR SUBCONTRACTdR: ; I OU ARL 11EREBY NOTIFIEDI ,DATE IIAT THE UNDERSIGNED HAS FURNISHED OR WILL FURNISH LABOR, SERVICES, EQUIPMENT OR MATERIAL -OP 7110 FOLLOWING DESCRIPTION: -ID11CAW110N OF MAIRPOAMLAIrik N11Y1C1■ OII lOUrru!. I purAllillof LONGI'ELLOW LUMB6Tq Co.W. Ave.80 I.9"An • ..;1 o� . ''ADH , C111CO, CA 65920 (910) 09;-0112 'Wmewo or ■ I IND. ■IA IUM, VVO N 01 IM/MY ! II N . _""`Iain n1A1n an / I IIE NAME AND ADDRESS OF THE PERSON WIIO QONTRAOTIID FOR TFIE PURCI IASE OF SUCH LABOR. SERVICE, EQUIPMENT OR MATERIAL .. 1s NOTICE TO CONSTRUCTION LENDER ONLY ESTIMATED TOTAL PRICE OF THB LABOR, SORVICES, EQUIPMENT OR MATERIALS DESCRIBED HEREON. owNin; ali�r . nt►uno OWNtR A 41 1. �4 P / page 1 b:11256 cover 23 -May -90 0 STRUCTURAL CALCULATIO RESIDENCE for Daniel Carlson job number 1256 Engineers mandate is to respond to Building Official's notations numbered 2, 3, 4 and 7. No investigation of other conditions, problems or repairs has been made, and no warranty or guarantee for work other than that explicitly indicated Is given or Implied. DATA NOTE 2 (lateral design at front wall) 1.2 NOTE 2 (lateral design at rear wall) 1.3 NOTE 3 (two story chimney) 1.4 NOTE A (foundation system) 1.5 Griffith & Associates 9-30-91 23 -May -90 t �-.�t e ., �` 'c, .; _ �; �, , 7e. . �<, � �. ..,� � � � s U ASHEARWALL DOCUMENTATION Vg5K-10 DANIEL CARLSON residence 1258 DATA 1.5'Mot= page 1_2_3 ftlbs Mr=P'length'0.5= -561 bA1256 Mhd=1.5'Mot-Mrd shearwall: length= 2.69 ft SW HD 4260 =(Mot+Mr)Aength height= 8.50 ft openings 0.00 it HDalt 6494 =(Mhd/length) LOADS Vabv 0 lbs shear STRUCTURAL M 0 ftlbs [independent hold towns] PROVIDE: diaphragm D 1414 L 1414 The shear -D+Vabv length of collector 22.38 ft pFESSf O/v pit 116d nails @ 16 "oc l QR v=Lllength 526 lbs/ft vo 526 =U(length-openings) MGR/c vertical Wwall= 10.00 pat @ level of openings 526 �Q� load Wvert= 70.00 pit HIP ROOF ABOVE Cz �\ Y• 16. "oc l 0 73 DATA The T: I1W Nb %A oN bMl.. DE OAD RESISTING MOMENT CHECK • weight of wall=WW=Wwall•length• height= 228.65 lbs "• �Tq G' surcharge=S=Wvert*length= 188.30 Ibe ......... ;•r'.. V��' F`�� r ;.: �.. 17 pit II U�E *I kr OF CAL\� P=weight of wall+surcharge=WW+S= 416.95 Iba �... _.. STABILITY Mot 12019.00 =L"height+M ftlbs 1.5'Mot= 18029 ftlbs Mr=P'length'0.5= -561 ftllbs Mhd=1.5'Mot-Mrd 17468 Ribs HD 4260 =(Mot+Mr)Aength lbs HDalt 6494 =(Mhd/length) use HD= 4260 STRUCTURAL PROVIDE: mail truss to top plate w/l DIAPHRAGM CONNECTION 526 pit 116d nails @ 16 "oc l based on collector length 63 pit l R= 144 #/16d 1;33 '/16d= 108 pill SHEAR PANEL RESISTANCE OF 526 pit 11/2" CDXw/ 10d @ 6"/12" oc R=310plf l ✓ NtiiY.. k•i @ level of openings 526 pit (BOTH SIDESI BASE CONNECTION 526 pit 11/2" dia AB @ 16. "oc l JR= 993 #/AB/ 1.33 '/AB= 745 pill HOLDOWN RESISTANCE OF 4260 The s 2 R-6600" I1W Nb %A oN bMl.. DE OAD RESISTING MOMENT CHECK • 1?- = 43854 footing: Dkg- 1.00 ftE�- idthftg 1.00 Lftg 22.38 ft surcharge ft 17 pit II U�E *I kr Dbase .00 feet widthBASE= 1. at Wftg 1 =(D*width BASE+(Dftg-Dbase)*Width ftg)•160 pit endload 0 lbs @ ea on lied TOTAL OVERTURNING MOMENT Mo 13433 =L"(Dftg+height)+ ftlbs 1.5'Motf plus TOTAL RESISTING MOMENT Mtr- =Mr-((Wftg+surcharge)' Lftg"2)/2-(Lftg •endload) -4983 additional resistance required 15167 klba Structural Calculations , 23 -May -90 14. /a. page -1 4 0 \A: GLU R y 0� C f7J sT CIV 1�- a�P i ve.,err CAL.- w0 Jx 60 .60 ALUM IIDEy ` Ix� 6c x. 36 AUM vio Gs.7.5 - --. �o0'rlNy . � N R�,.,i F. Go�c. Y3�as� • . {�iot.vo4dNt : Nn�ia .. .' �/Z wx w/rod @ 6 j2�� o. c. �� �iwi� • _ o'IA01, A& ���c2� Q y�CTd�U DEQ I�►.2.�.bII ': VAN 6AFL4'or4 T for "Tom F m-, &.AssoaAm .04ONE90MC MEN= � . GRIFFITH & ASSOCIATES ARCHITECTURE ENGINEERING • INTERIOR DESIGN UTILITY SERVICES N SHEATHING _ 6 refer to 6 elevations for nailing WOOD FRAMING refer to drawings by others for actual size of wood members NOTE: DETAIL OCCURS AT GARAGE WALL. EAVE AT REAR WALL IS SIMILAR EAVE, DEITAIL for DAN. CARLSON David Martin Griffith, P.E. a Matthew Schelly, Architect • Donna J. Brown 119 Broadway Suite 202 i Chico, CA 95928 • 916.343.4621 FAX 343.4626 Rut LQ0A'.g4 STRUCTURAL WpRTIN Fy DETAIL P� a .)SD f1�R Of GLLCMIY 1256 6-14-90 SHEARWALL DOCUMENTATION DANIEL CARLSON residence 1256 DATA��1��• page 1_2_6 ASL II 1.2.� II b:\1258 shearwall: length= .5.50 ft SW height= 10.88 It openings 0.00 it LOADS Vabv 0 The shear M 0 ftlbs (independent hold-downs) diaphragm D 1078 lbs shear length of collector 10.00 It L 1078 =D+Vabv v=L/length 196 Ibe/ft vo 198=U(length-openings) pFESS/p O R /v' vertical Wwall= 10.00 pef load Wvert= 0.00 plf HIP ROOF ABOVE DATA ca 0 73 S n weight o(wall=WW=Wwall*length 'height= 598.13 lbs surcharge=S=Wvert'length= 0.00 The P=weight of wall+surcharge=WW+S= ""e•.""." 598.13 The 1+.' '' :.. OF CAL\F� .- STABILITY Mot 11723.25 =L"height+M ftlbs 1.5•Mot= 17585 ftlbs Mr=P•length "0.5= -1645 ftllbs. Mhd=1.5"Mot-Mr= 15940 Itlbe HD 1832 =(Mot+Mr)/length lbs HDalt 2898-(Mhd/length) use HD= 1832 STRUCTURAL PROVIDE: I nail truss to top plate w/ I DIAPHRAGM CONNECTION 196 pif 116d nails @ 12 "oc I based on collector length 108 pif I R= 144 N/16d 1.00 '/16d= 144 pill SHEAR PANEL RESISTANCE OF 198 pif 11/2" CDX w/ 8d @6-/12" oc R=260 pill @ level of openings 196 pif BASE CONNECTION 196 pif 11/2'diaAB@ 48 "ocl I R= 993 H/AB/ 4.00 '/AB= 248 pif I HOLDOWN RESISTANCE OF 1832 The 7 DEAD-LOAD RESISTING MOMENT CHECK footing: Dftg= 1.50 it Widthftg 1.00 it surcharge 37 pif E1.11� Lftg 10.25 ft Dbase 0.00 feet widthBASE= 1.00 feet Wftg 225 =(Dbase*width BASE+(Dftg-Dbase)'Widthftg)"150 plf, endload 450 The @ ea end applied TOTAL OVERTURNING MOMENT Mo 13340 =L'(Dftg+height)+M ftlbs 1.6*Mod 20010 plus TOTAL RESISTING MOMENT Mtr= =Mr-((Wftg+surcharge)'Lftg"2)/2-(Lftg'endload) -20047 additional resistance required -36 ftlbe t/ Structural Calculations 23 -May -90 page -1 ,. QROFESSlONq \ G, ll �yC ¢ O Z A 0. O sT c 1 V ATF OF CIN, Ic.j d � • 0 UriN 1} /' 4 A- d � • 21SHEARWALL DOCUMENTATION krg� jo DANIEL CARLSON residence 1256 page 1_3_1 17ValT 'VOT41 I�1•3•x- I DATA bA, 256 ehearwall: length= 2.75 ft SW height- 14.75 ft openings 0.00 ft LOADS Vabv 0 lb. shear M 0 ftlbs [Independent hold-downs] diaphragm D 403 lbs shear length of collector 17.33 It L 403 =D+Vabv v=L/length 146 lbs/ft vo 146=U(length-openings) vertical Wwall= 16.00 pef load Wvert= 30.00 pif HIP ROOF ABOVE DATA 0sovIvc_ AsiyLE weight of wall =WW=Wwall•length* height= p, 405.83 The -r surcharge=S=Wvert'length= 82.50 Ibe P=weight of wall+surcharge=WW+S= 488.13 lbs RpFESS/pN STABILITY M, GR/ Mot 5939.46=L•height+M o ftlbe T 2 1.5'Mot= 8909 ftlbs �k A Mr=P'length•0.5= -671 ftllbs . 4 30 Mhd=1.5'Mot-Mr= 8238 Ribs �T9 HD 1918 =(Mot+Mr)/length The � (3 HDalt 2996 =(Mhd/length) use HD= 1916 OF CAL�F STRUCTURAL PROVIDE: (nail truss to top plate w/I DIAPHRAGM CONNECTION 146 pif 116d nails @ 12 "oc 1 based on collector length 23 pif In= 144 N/16d 1.00 '/16d= 144 pif I SHEAR PANEL RESISTANCE OF 146 pif 11/2" CDX w/ 8d @ 6"/12" oc R=260 pif I @ level of openings 146 pif BASE CONNECTION 146 pif 11/2" dia AB @ 32 "oc I IR= 993 H/AB/ 2.67 '/AB= 373 pifI 11 HOLDOWN RESISTANCE OF 1916 lbs I woo R °..:0^4? R- 9,185 Has 1 DE -LOAD RESISTING MOMENT CHECK footing: Dftg= 1.00 , ft WD Widthftg 1.00 L 22.00 ft surcharge 17 pif I�r/ G � �� i I t'i Q �I Dbase 0.00 feet t widthBASE= 0 feet 'width :J ' Wftg 1 base BAS E+(Dfig -D base)• W1dthftg)•150 Of endload 6 The nd applied TOTAL OVERTURNING MOMENT Mo 6342 -L•(Dftg+he +M ftlbs 1.6'Motf 9513 • plus TOTAL RESISTING MOMENT Mtr= =Mr-((Wftg+surcharge)' Lftg"2)/2-(Lftg •end load) -4946 additional resistance required 4567 Ribs Structural Calculations 23 -May -90 page -1 IC110 I t) ice' MAY. 48 - (� - 4 Ilk ue YZ Iza)II . � .� �...h:nsia,z .I• �. I• I %1 — - - C -- ----�- .J , ; �� � W v � or . i � o -- -- _1-� ---. _ �;. �_- -- d �� I�� � � �� � h Q (1 k ��, 1 Y � -J � ., _ .. .. 1 � ,g � h � �` l� V .J �' �- �' W v J r T 9 No 30. OF CAS\F��� t VL. _l� 2�Zi+ 4; ZIO PW �s� II II - ; �I,L � �;Z�j/2•�- 4/2x;.2Oy6r=� ='L °IO �1� , 1 4I� r •14 � � � �' is ,rn,.r• w� t P �� z ._a,.. � . I. � '� f r .:� t ,s i- '' ' 1. I S •..i t I{`,v , F # � i � 142 'Ci ..{,F.�.,..I 1� Ti a <,. .,-... �..Y��'� t......i � > �-i ,+.+... . � � �� t.c.►i i I t _, 1. r' .'�' r � , .. � j m 9 Pw -- 1(-.5 F,!r;,F I ESSI G V1 OF C Pw -- 1(-.5 F,!r;,F I GRIFFITH & ASSOCIATES Wood Column Documentation page 1.6.5 .DANIEL CARLSON residence 1256 b:\1256 A STUD WOODCOL Data Loads: M 0 in -lbs o�,AOFtmo/vgC V o lbs \ M. P 1142 lbs K 2.00 try: S A 2x6 7.56 8.25 20.80 La 207.00 Da 5.50 major axis J'jq C/V�L Lb 1.00 Db 1.50 minor axis of CN\-\ Wood: Stress increase factor 100% Fb Fv E Fc. #2DF 1450.00 repetitive 95.00 1.70E+06 1050.00 use 1450.00 95.00 1.70E+06 1050.00 K 27.00 = 0.671 *@SQRT(E/Fc) La/Da 37.64 Lb/Db 0.67 UD 37.64 Jcalc 1.66 =(UD-1 1)/(K-1 1) J 1.00 (J must be between 0 and 1) Allowable Stress for UD<=11; F'c= 1050.00 =Fc "SHORT" for 11<UD<=K; F'c= -271.57=Fc*]1-(1/3)*(UD/K)'4] "INTERMEDIATE". for UD>K; F'c= 360.04 =0.30*E/(UD)"2 "LONG" Pc 360.04 Interaction fcc 138.42 =P/A actual axial stress fcc/F'c 0.38 fbb 0.00 =M/S actual bending stress fbb/(Fb-J * fcc) 0.00 fcc/F'c+fbb/(Fb-J*fcc) 6.38 <=?1.00 ✓ Shear check fvv 0.00 =3 * V/(2 * A) psi 0.00=fvv/Fv <=1.00 ✓ t STRUCTURAL CALCULATIONS 15 -Jun -90 GRIFFITH & ASSOCIATES Wood Column Documentation page 1.6.6 DANIEL CARLSON residence 1256 b:\1256 Q STUD WOODCOL Data Loads: M 19684 in -lbs QROFESS/pay C V 380 lbs Qc�O \� kA - OR,, F2�� P 381 lbs K 2.00 o 0 3 _ s� try: two S A I 2x6 15.13 16.50 41.59 La 207.00 Da 5.50 major axis `��q CIVIC- TF Lb 1.00 Db 1.50 minor axis OF CA\�F�P Wood: Stress increase factor 100% Fb Fv E Fc #2DF 1450.00 repetitive 95.00 1.70E+06 1050.00 use 1450.00 95.00 1.70E+06 1050.00 K 27.00 = 0.671 *@SQRT(E/Fc) La/Da 37.64 Lb/Db 0.67 UD 37.64 - Jcalc 1:66=(UD-1 1)/(K-1 1) J 1.00 (J must be between 0 and 1) Allowable Stress for UD<=11; F'c= 1050.00 =Fc "SHORT" for 11<UD<=K; F'c= -271.57=Fc*[1-(1/3)*(UD/K)"4[ "INTERMEDIATE" for UD>K; F'c= 360.04 =0.30*E/(UD)"2 "LONG" Pc 360.04 Interaction fcc 23.09 =P/A actual axial stress fcc/F'c . 0.06 fbb 1301.34 =M/S actual bending stress fbb/(Fb-J * fcc) 0.91 fcc/F'c+fbb/(Fb-J*fcc) 0.98 <=?1.00 Shear check fvV 34.55 =3 * V/(2 * A) psi 0.36=fvv/FV ✓ <=1.00 1 STRUCTURAL CALCULATIONS 15 -Jun -90 7* 7�11- �a GoA-1ti. POor--Z�, r,O ALI (-r Y �P) k7Ac C, .T F7G I "✓9e -e7 AI(FTS. �K FuTu�cE CCst✓ci�� B�lZoa�/(Nq'u �7a�i� Rte. KING S:): -C(,4 -o 6D 5s16R/ i :T bEfYm u MFisoa✓v�Y F� IO 'C 4,yt?-,6 Ceco 81/2" AND 10" EAVE STRUT COLD FORMED Buildings Division SECTION PROPERTIES SHAPES DATA 3,/4. Y 3° X X + X co t � LIP 3 °- I 81h" ES Y W/4w MINIMUM YIELD STRESS = 55 ksi 3'/4" Y i 3° � X X ' t II 10" ES 41!2" Fa., = Maximum allowable compressive stress in web due to bending. Fo• = Maximum allowable compressive stress in flange due to bending (as limited by Fbw). Fb2 = Maximum allowable stress on unbraced compression flange when tension flange is braced. MINIMUM YIELD STRESS = 55 ksi SECTION PROPERTIES SECTION PROPERTIES SECTION DESIGN LIP WT. SECTION DESIGN LIP WT. THICK AXIS X -X `AXIS Y -Y AREA IN IN COMP. PROPERTIES TION OESIGNA- THICK LENGTH PER FT. AREA I: S= r. I I ly rY I x Fbw I Fb Fb2 I 0 TION In. In. Lb. In? Ino In? In. In.4 In. In. ksi ksi ksi 81/2E14 .075 .750 4.03 1.18 13.18 12.97 3.34 1.60 1.16 .89 30.7 32.9 24.51 .65 81/2E13 •062 -750 `f• 55 1.:3 Iy.86 3.42 3.31 1•gY 121 .99 3l `f7 33.0 25.11 .6q Fa., = Maximum allowable compressive stress in web due to bending. Fo• = Maximum allowable compressive stress in flange due to bending (as limited by Fbw). Fb2 = Maximum allowable stress on unbraced compression flange when tension flange is braced. MINIMUM YIELD STRESS = 55 ksi Fo = Maximum allowable compressive stress in flange due to bending with compression flange considered fully braced. RM I1.2 SECTION PROPERTIES SECTION DESIGN LIP WT. TOill BTM. FLG. FULL SECTION DESIGNA- THICK LENGTH PER FT. AREA IN IN COMP. PROPERTIES TION In. In. Lb. In? S: Sx Fb I., r� O In?In? I ksi I In.4 In.- In. 10E13 .084 See Sketchl 5.42 ( 1.60 1 3.92 1 33.0 4.23 129.9 20.62 3.59 1.15 .65 Fo = Maximum allowable compressive stress in flange due to bending with compression flange considered fully braced. RM I1.2 STRUCTURAL CALCULATIONS RESIDENCE for Daniel Carlson page . 1 bA1256 cover 23 -May -90 job number 1256 Engineers mandate is to respond to Building Official's notations numbered 2, 3, 4 and 7. \ l No investigation of other conditions, problems or repairs has �l been made, and no warranty or guarantee for work other than that explicitly indicated is given or Implied. DATA 1.1 NOTE 2 (lateral design at front wall) 1.2 NOTE 2 (lateral design at rear wall) 1.3 NOTE 3 (two story chimney) 1.4 NOTE 4 (foundation system) Griffith & Associates 9-30-91 23 -May -90 NOTE 7 (lateral on bearing walls) 1.6 Notation on Drawings (Steel Beam) 1.7 Griffith & Associates 101 23 -May -90 DATA page 1_1 DANIEL CARLSON residence 1256 b:\1256 data 21 -May -90 * ROOF N/A iITLIK wood shingles 5.00 1/2" plywood 2.50 2X6 @ 24°oc 1.00 misc 1.50 DL 10.00 LL 20.00 TL METHOD 1 1988 UBC EXPOSURE B 75 MPH IMPORTANCE PRESSURE COEFFICIENT psf 30.00 psf Ce 0.8 qs 15.00 PSF 1 1 Cq 1.4 p 16.8=Ce*qs*Cq* 4E\pE`ESSipN�V 4Q, \A. G� F 4 J� I V \\, ATF of CAL\F°PC psf oao \IR I T " (-4aR0-\cjE SW rrvuY �o Q OF SS/ 7 30 �iA�iM�'• U14•C16X?.iY]0,m)� Iol'oI-�� Z + Tf OF Cq"FpP 8o(..4" G�MV FNs Z G�G1GiMIG-. l/�GZz _.. 4�I�JC22 to 5F)�2�16,5�i)C1D�y�X l�lll�►►> ' Vr�z= (16,042_ IZ )CI�•$�)= I.lo°� HC�ovE�N� �-2.2�� �r ve r + Y j �FFI P2—� i Va 1% + I3. Z*i sw II GoNN�"(IoN�iI) Z x2 ?ly�l = 1.3 IINai� lxv4cr- �� I 2/ILd yid 2 2 1 zaa RON ZZ2 2 �I motF 22.37 _, _ 2• 3q T v� Gnx N o►� GN. ��� -1-- �N��l��.l_GJ � . , rte/ r /�� li�T b 674�: I 2 r--. z'-91 d •.5,QTIP,E WA LIL V, j�E�1pIN� j:::i00TjW U . M 0.'15 2.6°11 (12u a-�- o00 � I I II I oo 0 OWC R 2 X 76% L� �) 0 T � (.f r 1 1 L�111- . - I 'T V I , L = 1075* !I n -I M � te�z C7.ei x 12 U. `/ � lL,L _ lS3Z _1. I� �_ SHEARWALL DOCUMENTATION DANIEL CARLSON residence 1256 page 1_2_1 DATA bA1256 shearwall: length= 22.00 ft SW height= 8.00 It openings 0.00 It LOADS Vabv 0 The shear M 0 ftlbs (independent hold-downs) diaphragm D 806 The shear length of collector 22.00 ft L 806 =D+Vabv v=Ulength 37 lbs/ft vo 37 =U(length-openings) vertical Wwall= 10.00 pat load Wvert= 80.00 pit HIP ROOF ABOVE DATA weight of wall=WW=Wwall"length• height= 1760.00 The surcharge=S=Wvert' length= 1760.00 lbs P=weight of wall+surcharge=WW+S= 3520.00 lbs STABILITY Mot 6451.20 =L"height+M ftlbs 1.5'Mot= 9677 ftlbs Mr=P'length* 0.5= -38720 ftllbs Mhd=1.5'Mot-Mr= -29043 ftlbs HD -1467 =(Mot+Mr)/length lbs HDalt -1320=(MhdAength) use HD= -1320 STRUCTURAL PROVIDE: mail truss to top plate w/l DIAPHRAGM CONNECTION 37 pit 116d nails @ 12 "oc based on collector length 37 pit JR= 144 #/16d 1.00 '/16d= SHEAR PANEL RESISTANCE OF 37 pit 11/2" CDX w/ 8d @ 61/12" oc R=260 pill V/ @ level of openings 37 pit BASE CONNECTION 37 pit HOLDOWN RESISTANCE OF -1320 lbs DE LOAD RESISTING MOMENT CHECK footing: Dftg= 1.00 It Widlhftg 1.00 ftsurcharge 17 pit L 22.00 ft Dbase 0.00 feet widthBASE= feet Wftg 1 - ase 'widthBASE+(Dftg-Dbase) *Width ftg)•150 endload 0 The @ d applied TOTAL OVERTURNING MOMENT Mo 7258=L'(Dftp+he hQ-+M ftlbs 1.5"Mott plus TOTAL RESISTING MOMENT Mtr= =Mr-((Wftg+surcharge)' Lftg "2)/2-(Lftg"end load) additional resistance required pit 10886 -42995 -32109 ftibs N /� C1V1�. a.P 144 pill Structural Calculations 23 -May -90 page -1 SHEARWALL DOCUMENTATION DANIEL CARLSON residence 1256 page 1_2_2 Q zMsip/y DATA b:\1258 q F. , GR/ shearwall: length= 22.00 ft SW height= 8.50 ft openings 0.00 ft w LOADS o= 0 1 Vabv 0 The shear 73 M 0 ftlbe (independent hold-downs) t� diaphragm D 1109 The shear length of collector 22.00 It L 1109=D+Vabv v=Ulength 50 lbs/ft vo 60 =U(length-openings) qrF OF LAL\FpP` vertical Wwall= 10.00 psf load Wvert= 80.00 pill HIP ROOF ABOVE DATA weight of wall=WW=Wwall•length•height= 1870.00 The surcharge=S=Wvert•length= 1760.00 lbs P=weight of wall+surcharge=WW+S= 3630.00 The STABILITY Mot 9426.50=L•height+M Ribs 1.5•Mot= 14140 ftlbs Mr=P•length* 0.5= -39930 ftllbs Mhd=1.5•Mot-Mr= -25790 ftlbs HD -1387 =(Mot+Mr)/length Ibe HDalt -1172 =(Mhd/length) use HD= -1172 STRUCTURAL PROVIDE: mail truss to top plate w/ DIAPHRAGM CONNECTION 50 pif 116d nails @ 12 ^ocl based on collector length 50 pif JR= 144 #/16d 1.00 '/16d= 144 pill SHEAR PANEL RESISTANCE OF 50 plf 11/2" CDXw/ 8d @ 6'/12" oc R=260 pif ✓ @ level of openings 50 plf BASE CONNECTION 50 pif HOLDOWN RESISTANCE OF -1172 lbs DE OAD RESISTING MOMENT CHECK footing: Dftg= 1.00 ft idthftg 1.00 ft surcharge 17 pif Lftg 22.00 ft Dbase 0.00 feet widthBASE= 1. at Wftg 1 =( width BASE+(Dftg-Dbase)*Width ftg)' 150 pif endload 0 lbs @ ea a plied TOTAL OVERTURNING MOMENT Mo 10536=L•(Dftg+height)+ Ribs 1.5•Motf 03 plus TOTAL RESISTING MOMENT Mtr= =Mr-((Wftg+surcharge)• Lftg"2)/2-(Lftg'end load) -44205 additional resistance required ••-28402• ftlbs l' Structural Calculations 23 -May -90 page -1 SHEARWALL DOCUMENTATION DANIEL CARLSON residence 1256 DATA page 1_2_3 T 17��'A1L III.2.3- I b:\1256 shearwall: length= 2.69 ft SW height= 8.50 it openings 0.00 it LOADS Vabv 0 lbs shear M 0 ftlbs (independent hold-downs) diaphragm D 1414 The shear length of collector 22.38 it r L 1414=D+Vabv QAOfESSIpN�� v=Ulength 526 lbs/ft vo 526=U(length-openings) 2� M• G� ��^ �; vertical Wwall= 10.00 psf �4 c^•. CO load Wvert= 70.00 plf HIP ROOF ABOVE c �I 1 LU rn ^ i i f DATA weight of wall=WW=Wwall•length• height= 228.65 We ^ •:' 111 /T/ surcharge= S=Wvert"length= 188.30 Ibe rrr • , srq � 1 V `�- �e,�•�� ......... `'.•:`;• TF OF CAV\ P=weight of wall+surcharge=WW+S= 416.95 lbs "•.''.�:":... STABILITY Mot 12019.00 =L"height+M ftlbs 1.5'Mot= 18029 ftlbs Mr=P *length "0.5= -561 ftllbs Mhd=1.5'Mot-Mr= 17468 ftlbs HD 4260 =(Mot+Mr)flength lbs HDalt 6494=(Mhd/length) use HD= 4260 STRUCTURAL PROVIDE: mail truss to top plate w/l DIAPHRAGM CONNECTION 526 plf 116d nails @ 16 "oc based on collector length 63 plf l R= 144 #/16d 1.33 '/16d= 108 plf SHEAR PANEL RESISTANCE OF 526 plf 1/2" CDX w/ 10d @ 6"/12" oc R=310pifl @ level of openings 526 plf I BOTH SIDES BASE CONNECTION 526 plf 11/2" dia AB @ 16 "oc JR= 993 #/AB/ 1.33 '/AB= 745 pill HOLDOWN RESISTANCE OF 4260 lbs fuse HPAHD22 R=2800 IbsI Use 2, R=5600 lbs. DE OAD RESISTING MOMENT CHECK footing: Dftg= 1.00 ft idthftg 1.00 ft surcharge 17 pit Lftg 22.38 ft Dbase .00 feet widthBASE= 1. et Wftg 1 =(D •width BASE+(Dftg-Dbase)•Widthftg)150 plf endload 0 The @ as en lied TOTAL OVERTURNING MOMENT Mo 13433 =L'(Dftg+height)+ ftlbe 1.5' Motf plus TOTAL RESISTING MOMENT Mtr- =Mr-((Wftg+surcharge)•Lftg"2)/2-(Lftg•endload) -4983 additional resistance required 15167 ftlbs Structural Calculations 23 -May -90 page -1 lu 10 SHEARWALL DOCUMENTATION DANIEL CARLSON residence 1256 DEAD -LOAD RESISTING MOMENT CHECK page 1_2-4 DATA Widthftg 1.00 ft surcharge 37 pif Lftg •22.38 ft b:11256 shearwall: length= 22.38 ft widthBASE= 1.00 SW height= 8.50 ft openings 0.00 ft LOADS TOTAL OVERTURNING MOMENT Mo 28280 =L•(Dftg+height)+M itlbs Vabv 0 The shear 42420 plus TOTAL RESISTING MOMENT Mtr= M 0 ftlbe [independent hold-downs] diaphragm D 2828 The shear length of collector 22.38 ft L 2828 =D+Vabv v=L/length 128 lbs/ft vo 126 =U(length-openings) vertical Wwall= 3.40 pet load Wvert= 70.00 plf HIP ROOF ABOVE DATA weight of wall=WW=Wwall *length* height= 646.64 The surcharge=S=Wvert'length= 1566.25 The P=welght of wall+surcharge=WW+S= 2212.89 lbs STABILITY Mot 24038.00=L'height+M ftlbs 1.5'Mot= 36057 ftlbs Mr=P'length •0.5= -24757 ftllbe Mhd=1.5'Mot-Mr= 11300 ftlbe HD -32 =(Mot+Mr)/Iength The HDalt 505=(Mhd/length) use HD= 505 CTU RAL PROV Q fEESS/ON4 N n. 14NO OF IDE. mail truss to top plate w/1 DIAPHRAGM CONNE 126 plf 116d nails @ 12 "oc based on collector length 126 plf J R= 144 #/16d 1.00 '/16d= 144 pill SHEAR PANEL RESISTANCE OF 12 j1/2" CDXw/ 10d @ 6"/12" oc R=310plfj to level of openings 126 pif BASE CONNECTION 126 pif 11 ' AB@ 16 "oc] ] R= 93 N/AB/ 1.33 '/AB= HOLDOWN RESISTANCE OF 505 Ibe DEAD -LOAD RESISTING MOMENT CHECK footing: Dftg= 1.50 ft Widthftg 1.00 ft surcharge 37 pif Lftg •22.38 ft Dbase 0.00 feet widthBASE= 1.00 feet Wftg 225 =(Dbase*width BASE+(Dftg-Dbase)'Widthftg)150 endload 0 lbs @ ea end applied TOTAL OVERTURNING MOMENT Mo 28280 =L•(Dftg+height)+M itlbs 1.5' Motf 42420 plus TOTAL RESISTING MOMENT Mtr= =Mr-((Wftg+surcharge)' Lftg^2)/2-(Lftg *end load) -90465 additional resistance required -48045 ftlbs Structural Calculations 23 -May -90 pif 745 pill I..I- /A page -1 SOILS RESULTANT R-P+(Lftg•(Wftg+surcharge))= e=(Mott-(Lftg' end load)/R= Lftg/0= maximum soil pressure=p=(R/Lftg)•(1+(0"e/Lftg))= (when e<=length/8) maximum soil pressure=p=2R/(3'(Lftg/2--e))= (when a>length/e) actual soil pressure=p/widthBASE= 8088 lbs 3.50 It 3.73 it 700.32 plf 0.00 plf 700.32 psf �7d - /3x �OOv =133-!7f6r CoQ aF�ss,o�,q� Uj 77 37"per r CIV Structural Calculations 23 -May -90 page -2 Griffith & Associates REINFORCED CONCRETE page 1-2.5 bA1256 DANIEL CARLSON residence 1256 usconc GARAGE WALL FOOTING method: ultimate strength method CONCRETE h N/A in wall height Ec 2549.11=57'@sgrt(f'c'1000) f'c 2 kei tk 6 in fy 40 ksi beta 0.85 n 11 modular ratio LOADING We 150 pcf weight of concrete Pw 0-h/2•(tk•Wc)/144 lbs/ft weight of wall at mldheight Pa 0.40 Ib/ft axial service load applied Mdl 0 In -kips service load Mil 103 in kips service load phi 0.9 for bending members Mn 195=(1.4'Mdl+1.7'Mll)/phi in kips Vdl 0 kips service load /�2 \o M. GRID W A Cr M 34730 x J'T CIV �• ��`P qTF OF CA��F�P VII 3.195 kips service load , p� // /'1 /)' 7 �g Vn 8.39=(1.7'VII+1.4'Vdl)/.85 /VAV/ % /tel k1-7 C SECTION d 15.00 In /rr reinforcement: 12 In 2 bar(s) M_ 4 0.20 in^2 equivalent to 6.0 in oc As 0.40 in^2 /linear foot pmin 0.0050 =200/(fy1000) P 0.0022=As/(d-b) pb 0.0247=(.85'(f'c/fy))•beta•(870001(87000+1000•fy)) 0.0186 0.75'pb max steel section Is 0 over -reinforced: concrete stress governs 1 under -reinforced: steel stress governs ✓ 0 check ANALYSIS BENDING T 16.00=(As'fy) Icr 875.089=n'As'(d-c)^2+(b'c^3)/3 a 0.78=(As'fy)/(.85'f'c'b) c 0.92=a/beta delta . 0.000=(5'Mn'h^2)/(48'Ec'Icr) Mavail 234 =T -(d -(a/2)) In- kip 120%=Mavail/Mn V 1 Mavail>=M check SHEAR vc 0.09=2'@SQRT(f'c'1000)/1000 ksl due to concrete only Vconc 16.10=d'b'vc kips 252%=VconcNn (If Vconc/yn <200% then provide minimum reinforcement) Vaddl -9.71 =Vn-Vconc kips required (negative value indicates no requirement) spacing vs -54 =(Vaddl•1000)/(b'd) psi 1 vs<=4'@sgrt(f'c'1000) s 7.5=@MIN(24,d/2) 0 vs>4'@sgrt(f'c'1000) s 3.75=@MIN(12,d/4) use e13 in oc Avmin 0.195 =(50'b's)/(fy1000) try 1 number 4 bare @ 0.20 In^2 Av 0.2 Vsteei 9 =Avfyd/s kips 396% =(Vconc+Vsteel)Nn Structural Calculations 23 -May -90 balanced condition PAGE -1 SHEARWALL DOCUMENTATION vLrr� .io DANIEL CARLSON residence 1258 DATA page 1_2_6 jj b:11256 b:\1258 shearwall: length= 5.50 It SW height= 10.88 It openings 0.00 It LOADS Vabv 0 The shear M 0 ftlbs (independent hold-downs) diaphragm D 1078 lbs shear length of collector 10.00 It L 1078 =D+Vabv v=LAength 196 lbs/ft vo 196=U(length-openings) ROEESSIO/V, vertical Wwall= 10.00 psf F GR��,n 2C� load Wvert= 0.00 pit HIP ROOF ABOVE t�Q 2 DATA ¢ '5A 4 73 S rnA I weight of wall=WW=Wwall*length •height= 598.13 The 4r! surcharge=S=Wvert•length= 0.00 The P=weight of wall+surcharge=WW+S= 598.13 lbs t± :' OF CAS\F�� STABILITY Mot 11723.25=L•height+M ftlbs 1.5'Mot= 17585 ftlbs Mr=P'length •0.5= -1645 ftllbs Mhd=1.5'Mot-Mr= 15940 Itlbs HD 1832 =(Mot+Mr)Aength lbs HDalt 2898-(MhdAength) use HD= 1832 STRUCTURAL PROVIDE: Inail truss to top plate w/I DIAPHRAGM CONNECTION 196 pit I16d nails @ 12 "ocI based on collector length 108 pit IR= 144 N/16d 1.00 '/16d= 144 plfl SHEAR PANEL RESISTANCE OF 196 pit 11/2" CDX w/ 8d @ 8"/12" oc R=260 pit @ level of openings 196 pit BASE CONNECTION 196 pit 11/2" dia AB @ 48 "oc IR= 993 #/AB/ 4.00 '/AB= 248 pit HOLDOWN RESISTANCE OF 1832 The use PAHD42 R= 2385 lbs DEAD-LOAD RESISTING MOMENT CHECK footing: Dftg= 1.50 It Widthftg 1.00 It surcharge 37 pit Lftg 10.25 It Dbase 0.00 feet widlhBASE= . 1.00 feet Wftg 225 =(Dbase*width BASE+(Dftg-Dbase)*Width fig) • 150 pit endload 450 Ibe @ ea end applied TOTAL OVERTURNING MOMENT Mo 13340 =L'(Dftg+height)+M ftlbs 1.5-Motf 20010 plus TOTAL RESISTING MOMENT Mtr= =Mr-((Wftg+surcharge)• Lftg'2)/2-(Lftg •endload) -20047 additional resistance required -36 ftlbs Structural Calculations 23 -May -90 page -1 SOILS RESULTANT R=P+(Lftg•(Wftg+surcharge))= 3289 lbs e=(Motf-(Lftg'endload)/R= 2.65 ft Lftg/6= 1.71 ft maximum soil pressure =p=(R/Lftg)'(1+(6'e/Lftg))= 0.00 plf (when a<=length/6) maximum soil pressure =p=2R/(3'(Lftg/2-e))= 887.23 plf (when a>length/6) actual soil pressure=p/widthBASE= 887.23 psf i -7r— /fix Y%� rel I r%33� I Q 13FESSIO/V F, q( i n 73 sr C/V1�- �P qTF of cauF Structural Calculations 23 -May -90 page -2 N 10 lon JZ dm S a V Griffith & Associates REINFORCED CONCRETE page 1.2.7 SECTIO Ilb15.00 in ROFESstoly,%A473 �rgrclVl�- F OF CNO 12 in reinforcement: 2 bar(s) f/ 4 @ 0.20 in^2 II U II equivalent to 6.0 in oc As 0.40 in^2 /linear foot pmin 0.0050 =200/(fy'1000) p 0.0022=As/(d'b) pb 0.0247=(.85'(f'c/fy))'beta '(87000/(87000+1000'fy)) balanced condition 0.0188 0.75'pb max steel section is 0 over -reinforced: concrete stress governs 1 under -reinforced: steel stress governs 0 check ANALYSIS BENDING b:11256 DANIEL CARLSON residence 1258 usconc WALL FOOTING method: ultimate strength method CONCRETE c h N/A =a/beta delta in wall height Ec 2549.11=57'@sgrt(f'c'1000) f c 2 ksi tk 6 In ty 40 kel beta 0.85 1 n 11 modular ratio LOADING vc We 150 pcf weight of concrete Pw 0 =h/2'(tk' Wc)/144 lbs/ft weight of wall at midheight Pa 0.40 Ib/ft axial service load applied Mdl 0 in -kips service load Mil 121 In kips service load phi 0.9 for bending members Mn 228 =(1.4'Mdl+1.7'Mli)/phi in kips Vdl 0 kips service load VII 1.832 kips service load Vn 3.66 =(1.7'Vl1+1.4'Vdl)/.85 SECTIO Ilb15.00 in ROFESstoly,%A473 �rgrclVl�- F OF CNO 12 in reinforcement: 2 bar(s) f/ 4 @ 0.20 in^2 II U II equivalent to 6.0 in oc As 0.40 in^2 /linear foot pmin 0.0050 =200/(fy'1000) p 0.0022=As/(d'b) pb 0.0247=(.85'(f'c/fy))'beta '(87000/(87000+1000'fy)) balanced condition 0.0188 0.75'pb max steel section is 0 over -reinforced: concrete stress governs 1 under -reinforced: steel stress governs 0 check ANALYSIS BENDING T 16.00 =(As'fy) Icr 875.089=n'As'(d-c)^2+(b'c^3)/3 a0.78 =(As'ty)/(.85'f'c'b) c 0.92 =a/beta delta 0.000=(5•Mn'h^2)/(48'Ec'Icr) Mavail 234 =T'(d-(a/2))/ in- kip 102%=Mavall/Mn t✓ 1 Mavail>=M check SHEAR vc 0.09 =2'@SORT(fc' 1000)/1000 ksl due to concrete only Vconc 16.10 =d'b'vc kips 439%=VconcNn (if VconcNn < 200% then provide minimum reinforcement) Vaddl -12.44 =Vn-Vconc kips required (negative value Indicates no requirement) spacing vs -69 =(Vaddl'1000)/(b'd) Pei 1 vs<=4'@sgrt(f'c'1000) s 7.5=@MIN(24,d/2) 0 vs>4'@sgrt(f'c'1000) a 3.75=@MIN(12,d/4) use s 13 in oc Avmin 0.195 =(50'b's)/(fy'1000) try 1 number 4 bars @ 0.20 In^2 Av 0.2 Vsteel 9 =Av'ty'd/s kips 691% =(Vconc+Vsteel)Nn Structural Calculations 23 -May -90 PAGE -1 goo C to pyr)�-2 (I47�i/2XIop��X11,33) I 1,4 = 2780 # 2 8 �, l I� — 3 .20 J v + I ikT112E Yqn.u.. II.3.�jll �04"�INC� (z `�N�Y_ fv��- ATF OF CAI�fOe' . I(Go►��LIE���Uc� 2�i(7 �E(�- �l-�ILpINC-� o ILI,+�L. I 2 , DeK]p IN C @ foo Il�t I� oW/ 1 1?7 SHEARWALL DOCUMENTATION VqO� jo DANIEL CARLSON residence 1256 page 1_3_1 T I DATA b:\1258 1 shearwall: length= 2.75 ft SW height= 14.75 ft openings 0.00 ft LOADS Vabv 0 The shear M 0 ftlbs [independent hold -downed diaphragm D 403 Ibe shear length of collector 17.33 ft L 403=D+Vabv v=L/length 146 lbs/ft vo 146 =U(length-openings) vertical Wwall= 10.00 pef load Wvert= 30.00 pif HIP ROOF ABOVE DATA j�izov nc Au yU5- weight of wall=WW=Wwall'length'height= 405.83 lbs ����'A� surcharge=S=Wvert'length= 82.50 The P=weight of wall+surcharge=WW+S= 488.13 lbs RofEss/o/ ,gt STABILITY M• G�/�.C� 2G Mot 5939.46=L'height+M ftlbs 2 �� 1.5'Mot= 8909 ftlbs Mr=P•length'0.5= -671 ftllbs 4 30 A .......... Mhd=1.5•Mot-Mr= 8238 ftlbs �rq C'v `_ HD 1916 =(Mot+Mr)/length lbs P�\P HDalt 2996=(Mhd/length) use HD= 1916 OF CAL\F� STRUCTURAL PROVIDE: mail truss to top plate w/� DIAPHRAGM CONNECTION 146 plf 116d nails @ 12 "oc based on collector length 23 pit JR= 144 #/16d 1.00 '/16d= 144 pill SHEAR PANEL RESISTANCE OF 146 pif 1/2" CDXw/ 8d @ 6"/12" oc R=260 plfj @ level of openings 146 pif BASECONNECTION 146 plf 11/2"diaAB@ 32 "oc� R= 993 N/AB/ 2.67 '/AB= 373 pif HOLDOWN RESISTANCE OF 1916 lbs f use PAHD42 R= 2385 lbs DE —LOAD RESISTING MOMENT CHECK footing: Dftg= 1.00 ft Widthftg 1.00 ft surcharge 17 pif L 22.00 ft Dbase 0.00 feet wldthBASE= 0 feet Wftg 1 base'widthBASE+(Dftg-Dbase)*Width ftg)•150 pif endload 0 Ibe nd applied TOTAL OVERTURNING MOMENT Mo 6342=L'(Dftg+he+M ftlbs 1.5' Motf 9513 plus TOTAL RESISTING MOMENT Mtr= =Mr-((Wftg+surcharge)• Lftg"2)/2-(Lftg*end load) -4946 additional resistance required 4567 ftlbs $4/A, Structural Calculations 23 -May -90 page -1 u y C \1 'NO N 3 Co N oc it a i) 2 _-j Y oflb U vin Ilul 41'•.11 C F O� Ilul 41'•.11 SHEARWALL DOCUMENTATION DANIEL CARLSON residence 1256 S TU RAL page 1_3-2 DATA Widthftg , bAl256 shearwall: length= 17.33 It based on collector length SW height= 14.75 It openings 0.00 It LOADS Vabv 0 lbs shear 0.00 feet M 0 ftibs [independent hold-downsi diaphragm D 805 Ibe shear length of collector 17.33 It L 805=D+Vabv 225 =(Dbase*width BASE+(Dftg-Dbase)*Width ftg)'150 v=LAength 46 lbs/ft vo 46 =U(length-openings) vertical Wwall= 3.44 psf TOTAL OVERTURNING MOMENT Mo 13087 load Wvert= 30.00 pit HIP ROOF ABOVE 1.5' Motf DATA 19630 weight of wall=WW=Wwall•length"height= 879.32 lbs surcharge=S=Wvert"length= 519.90 lbs P=weight of wall+surcharge=WW+S= 1399.22 lbs STABILITY Mot 11878.91=L•height+M ftibs 1.5"Mot= 17818 ftibs Mr=P'length* 0.5= -12124 ftllbs Mhd=1.5•Mot-Mr= 5694 ftlbs HD -14 =(Mot+Mr)/length lbs HDait 329 =(Mhd/length) use HD= 329 BASE CONNECTION 46 pit QROFESSIpNq� • � Fti Uj sT C1V1�- \P ATF of cap-�F°�� mail trues to top plate w/I 116d nails @ 12 "oc I 1R= 144 ///16d 1.00 '/16d= 1112" CDX w/ 10d @ 6"/12" oc R=310plf I IBOTH SIDESI I1/2"@ 16 "oc1 I R= N/AB/ 1.33 '/AB= HOLDOWN RESISTANCE OF 329 [be use HD5A dbl stud R=4385 lbs DEAD—LOAD RESISTING MOMENT CHECK footing: Dftg= S TU RAL It PROVIDE: Widthftg , DIAPHRAGM CONNECTIO 46 pit based on collector length 46 pit SHEAR PANEL RESISTANCE OF 46 p @ level of openings 46 pit BASE CONNECTION 46 pit QROFESSIpNq� • � Fti Uj sT C1V1�- \P ATF of cap-�F°�� mail trues to top plate w/I 116d nails @ 12 "oc I 1R= 144 ///16d 1.00 '/16d= 1112" CDX w/ 10d @ 6"/12" oc R=310plf I IBOTH SIDESI I1/2"@ 16 "oc1 I R= N/AB/ 1.33 '/AB= HOLDOWN RESISTANCE OF 329 [be use HD5A dbl stud R=4385 lbs DEAD—LOAD RESISTING MOMENT CHECK footing: Dftg= 1.50 It Widthftg , 1.00 ft surcharge 37 pit Lftg 17.33 It Dbase 0.00 feet widthBASE= 1.00 feet Wftg 225 =(Dbase*width BASE+(Dftg-Dbase)*Width ftg)'150 endload 0 Ibe @ as and applied TOTAL OVERTURNING MOMENT Mo 13087 -L•(Dftg+height)+M ftlbs 1.5' Motf 19630 plus TOTAL RESISTING MOMENT Mtr= =Mr-((Wftg+surcharge)' Lftg"2)/2-(Lftg'endload) -51642 additional resistance required -31912 ftlbs pit 144 p1t1 745 pif I N/^1 Structural Calculations 23 -May -90 page -1 SOILS RESULTANT R-P+(Lftg•(Wftg+surcharge))= e=(Motf-(Lftg •endload)/R= Lftg/6= maximum soil pressure=p=(R/Lftg)'(1+(6'e/Lftg))= (when a<=length/6) maximum soil pre esure=p=2R/(3'(Lftg/2-e))= (when a>length/6) actual soil pressure=p/widthBASE= 5948 [be 2.20 ft 2.89 ft 604.69 plf 0.00 pit 604.69 psf 47t,k-i�)x�OoO= I��/�f� Structural Calculations 23 -May -90 page -2 Griffith & Associates REINFORC RETE page 1-3-3 bAl256 DANIEL CARLSON residence 12 usconc GARAGE WALL FOOTING ?, method: ultimate strength method CONCRETE h N/A aght Ec 2549.11=57'@sgrt(f'c'1000) Pc 2 kei tk 6 in fy 40 kei beta 0.85 n 11 modular ratio LOADING We 150 pct weight of concrete PW 0 =h/2'(tk' Wc)/144 lbs/ft weight of wall at midheight Pa 0.40 Ib/ft axial service load applied Mdl 0 in -kips service load Mil 63 in kips service load phi 0.9 for bending members Mn 119=(1.4'Mdl+1.7'Mll)/phi in kips Vdl 0 kips service load VII 1.916 kips service load Vn 3.83=(1.7'Vl1+1.4'Vdl)/.85 SECTION d 15.00 in b 12 in reinforcement: 1 bar(s) # 5.@ 0.31 in^'2 equivalent to 12 0 i N M "QROF'E.. tt � rn ;0 ��q LV I OF CMAEI3 As 0.31 n oc in^2 Ainear foot pmin 0.0050 =200/(ty'1000) p 0.0017 =As/(d-b) pb 0.0247 =(.85'(f'c/ty))*beta*(87000/(87000+1000'fy)) balanced condition =a/beta delta 0.0186 0.75'pb max steel section is =T'(d-(a/2)) In- kip 0 over -reinforced: concrete stress governs 153%=Mavail/Mn ✓ 1 under -reinforced: steel stress governs 1 0 check ANALYSIS BENDING T 12.40 =(As'fy) Icr 697.300=n'As'(d-c)^2+(b'c^3)/3 a 0.61 =(As'fy)/(.85'fc'b) c 0.72 =a/beta delta 0.000=(5'Mn'h^2)/(48'Ec'Icr) Mavail 182 =T'(d-(a/2)) In- kip 153%=Mavail/Mn ✓ 1 Mavail>=M check SHEAR vc 0.09 =2'@SORT(f'c'1000)/1000 kei due to concrete only Vconc 16.10 =d'b'vc kips 420%=VconcNn (if VconcNn < 200% then provide minimum reinforcement) Vaddl -12.27 =Vn-Vconc kips required (negative value Indicates no requirement) spacing ve -68 =(Vaddl'1000)/(b'd) psi 1 vs<=4'@sgrt(f'c'1000) s 7.5=@MIN(24,d/2) 0 vs>4'@sgrt(f'c'1000) a 3.75=@MIN(12,d/4) use e 13 in oc Avmin 0.195 =(50'b's)/(fy'1000) try 1 number 4 bare @ 0.20 in^2 Av 0.2 Veteel 9 =Av'ty'd/s kips 661% =(Vconc+Vsteel)Nn Structural Calculations 23 -May -90 - PAGE -1 JJJ 000 xxx „00 00 J Z deo 2 TIN N�Y� j 2 C=7 4 kL +I+ ! •' z, !. .i. � � {•10.626 �^ s O- E t i p _ rGP�IP 6.0 N .. � { � . � �\• • 3.29' ���7-`j�$�•�� 1-Pl � �•�6$ �� WF, c7.4.r, S ►-� to Fr On t "/�� �' �.x s:rt� {..��.•'.r,t i r` r:.J r ���� r f '�f'3 tc. •� �•t.y— � � I�IrL .i�� %� � XI �� r.�f ` �} Y� � ,•.,�-. � IL � Z I.�' (i P �V •f /7—��� 2)] OFESS/av rn IAV - 40 I� I30 •� =t�_. 141, _z v GjYS �o ROFESS/pAN Nq` SL. 0 Cc7,6y361�h1 4/3j a U% 9 GRIFFITH & ASSOCIATES MASONRY DESIGN:BEAM page 1_4_1 DANIEL CARLSON residence 1256 bA1256 DL+LL fb/Fm criteria: 1.33 cmubeam DATA fb/Fm 0.63 SPECIAL INSPECTION: S1= 0 (1=yes, O=no) MASONRY: CMU, TYPE N 8x8x16 running bond, grouted solid f"m 1500 psi,actual shear stress I'm 750 @IF(S1-1.V'm.P'M2) Fm 250=.333'f'm psi va fy 40000 psi h/t 24.00 (must be less than 25) va/vm t 12.00 in Is 20000=0.5'fy psi, bending h 288 in fsa 1 16000 =.4'fy psi, axial Q s Es 2.9E+07 psi Fa 121.3=.2'f'm'(1-(.024'h/t)^3) psi i Em 1500000 0.39 =1000'f"m vm 27 =@MIN(@SQRT(f'm),50) sq in n 19 =Es/Em ) LOADING 6989 =M/(As'j'd) Wm 140 pcf weight of masonry <= Pa 0 Ib/ft axial load applied M 186899 in -Ib V 11630 lb shear SECTION to 12.000 in d 24.00 In b 15 in reinforcement provide 4 5 = 1.240 As 1.240 In^2 p 0.003 =As/(b'd) n' p 0.067 k 0.304 =@sgrt(2'n'p+(n'p)^2)-n'p kb 0.194 =n/(n+Fs/Fm) balanced condition pb 0.001 =(Fm ' kb)/(2 ' Fs) balanced condition • section is 1 over -reinforced: masonry stress governs 0 under -reinforced: steel stress governs j 0.899 =1413 Mm 295081 =0.5'Fm'k'j'b'd^2 in -lb masonry moment capacity Vma 8859 =vm'b'j'd Ib masonry shear capacity ANALYSIS: masonry bending stress lb 158 =2'M/(k'j'b'd^2) psi fb/Fm 0.63 fb/Fm 0.63 <=? 1.33 check 1 (1=ok) shear stress va 36 =V/(b'j'd) va/vm 1.31 <=? 1.33 check 1 (1=ok) s 16 inches oc Av 0.39 =V's/(fs'd) sq in ANALYSIS: steel fsa 6989 =M/(As'j'd) psi actual steel stress fsa/fs 0.35 <= 1.333 check (1=ok) check 1 (1=ok) 0 M 1Q-1.47,60 = 70 �Tf OF CAL\f0�� Structural Calculations 24 -May -90 REINFORCED CONCRETE DESIGNMALLS DANIEL CARLSON 1256 DL+LL CASE criteria: 1.00 DATA method: working strength method,special provisions for walls CONCRETE and STEEL f'c 2000 psi fy 40000 psi t 5.50 in h 84 in Es 2.9E+07 psi Ec 2.5E+06 =57000*@sgrt(f'c) n 11 =Es/Ec LOADING page b:\1256 concwall Fbd 900=.45*f'c psi h/t 15.27 (must be less than 25) Fs 20000 psi, bending Fa 376=.22*f'c*(1-(.025*h/t)^2) vc We 150 pcf weight of concrete Pw 241 =h/2*(t*Wc)/144 Pa 0 Ib/ft axial load applied M 1 in-Ib/linear foot V 1 Ib/linear foot shear 1 5 1 psi 49 =1.1 *@sgrt(f'c) SFO � J lbs/ft weight of wall at midheight W Q . `JT SECTION to 8.00 in d 15.00 in 7 0 OF r,&VA 6P D 15 in (must be less than 6*t= 33 ) minimum reinforcement requirements actual in"2/linear foot U C l I �1I► tl 1, vertical 0.124 =.0015*b*t # 5 24 in oc = 0.155 G horizontal 0.206 =.0025*b*t # 5 18 in oc = 0.207 (primary reinforcing spaced <= 24 inches or 18" oc) check: 1 (1=ok) As 0.1550 in^2 /linear foot (use vertical or horizontal) P 0.0007=As/(b*d) n * p 0.0078 k 0.1176=@sgrt(2*n*p+(n*p)" 2)-n*p kb 0.3386=n/(n+Fs/Fbd) balanced condition pb 0.0076 =(Fbd*kb)/(2*Fs) balanced condition section is 0 over -reinforced: concrete stress governs 1 under -reinforced: steel stress governs j 0.961 =14/3 Mc 171610 =0.5*Fbd*k*j*b*d"2 in-Ib/linear foot concrete moment capacity Vma 10635 =vc*b* j*d Ib/linear foot concrete shear capacity ANALYSIS:concrete bending and axial stress fax 2=(Pw+P)/(b*te) psi fb 0=2*M/(k*j*b*d"2) psi fax/Fa fb/Fbd fax/Fa+fb/Fbd shear stress alpha Amin 0.1125 Av 0.620 vs 214 va 0 (va)/(vc+vs) ANALYSIS: steel fsa 0=M/(As*j*d) fsa/Fs 0.00 <=? 0.01 0.00 0.01 <=? 1 check 1 (1=ok) 0.262 radians =50 * b * s/fy =# 5 6 in oc =Av*fs*@sin(alpha)/b psi =V/(b*j*d) psi 0.00 <=? 1 psi actual steel stress 1.00 check: 1 (1=ok) Q ES tom ' JPO GRjF/�c2 W oN 3 7 z Z �Q�O QR FESGR JPO •.��� o% rn No 30 = �T�Tf OFA�\F���\P C t. �O 1 I 17w .t, + 210) _ Sa ht_ r wl- P z I'� W L2 I2rm P �o QR ESS/ Nq! ~ "N 430= 70 ATF OF CAl\FOPC� GRIFFITH & ASSOCIATES 116 Wood Column Documentation DANIEL CARLSON residence 1256 STUD Data Loads: M 0 in -lbs V 0 lbs P 580 lbs K 2.00 try: S A I 2x6 7.56 8.25 20.80 La 207.00 Da 5.50 major axis Lb 1.00 Db 1.50 minor axis Wood: Stress increase factor 100% Fb Fv E 7#2DF 1450.00 repetitive 95.00 1.70E+06 use 1450.00 95.00 1.70E+06 K 27.00 = 0.671 *@SQRT(E/Fc) La/Da 37.64 Lb/Db 0.67 UD 37.64 Jcalc 1.66 =(UD-11)/(K-11) J 1.00 (J must be between 0 and 1) Allowable Stress page 1_6_1 b:\1256 WOODCOL Fc 1050.00 1050.00 for UD<=11; F'c= 1050.00 =Fc "SHORT" for 11<UD<=K; F'c= -271.57=Fc*[1-(1/3)*(UD/K)^4j "INTERMEDIATE" for UD>K; F'c= 360.04 =0.30*E/(UD)"2 "LONG" Pc 360.04 Interaction fcc 70.30 =P/A actual axial stress fcc/F'c 0.20 fbb 0.00 =M/S actual bending stress fbb/(Fb-J * fcc) 0.00 fcc/F' c+fbb/(Fb-J * fcc) Shear check fvv 0.00 =3 * V/(2 * A) 0.00 =fvv/Fv 0.20 <=? 1.00 psi <=1.00 1 F ESS/p�,q� 4730 .0 s"r CIV1L OF C AV\F STRUCTURAL CALCULATIONS 24 -May -90 GRIFFITH & ASSOCIATES Wood Column Documentation DANIEL CARLSON residence 1256 STUD Data Loads: M 9998 in -lbs V 193 lbs P 193 lbs K 2.00 try: S A I 2x6 7.56 8.25 20.80 La 207.00 Da 5.25 major axis Lb 1.00 Db 1.50 minor axis Wood: Stress increase factor 100% Fb Fv E #2DF 1450.00 reQetitive 95.00 1.70E+06 use 1450.00 95.00 1.70E+06 K 27.00 = 0.671 *@SQRT(E/Fc) La/Da 39.43 Lb/Db 0.67 UD 39.43 Jcalc 1.78=(UD-11)/(K-11) J 1.00 (J must be between 0 and 1) Allowable Stress page 1_6_2 bAl 256 WOODCOL W/ r� cl:C)No 70x� I-V sT c qTF OF CAS\FSP Fc 1050.00 1050.00 for UD<=11; F'c= 1050.00 =Fc "SHORT" for 11<UD<=K; F'c= -541.85=Fc*[1-(1/3)*(UD/K)^41 "INTERMEDIATE" for UD>K; F'c= 328.06 =0.30*E/(UD)"2 "LONG" F'c 328.06 Interaction fcc 23.43 =P/A actual axial stress fcc/F'c 0.07 fbb 1321.96 =M/S actual bending stress fbb/(Fb-J * fcc) 0.93 fcc/F'c+fbb/(Fb-J * fcc) 1.00 <=?1.00 Shear check fvv 35.13 =3 * V/(2 * A) psi 0.37 =fvv/Fv <=1.00 1 STRUCTURAL CALCULATIONS 24 -May -90 GRIFFITH & ASSOCIATES Wood Column Documentation DANIEL CARLSON residence 1256 STUD Data Loads: M 0 in -lbs V 0 lbs P 230 lbs K 2.00 try: S A I 2x6 7.56 8.25 20.80 La 177.00 Da 5.25 major axis Lb 1.00 Db 1.50 minor axis Wood: Stress increase factor 100% Fb Fv E #2DF 1450.00 repetitive 95.00 1.70E+06 use 1450.00 95.00 1.70E+06 K 27.00 = 0.671 *@SQRT(E/Fc) La/Da 33.71 Lb/Db 0.67 UD 33.71 Jcalc 1.42=(UD-1 1)/(K-1 1) J 1.00 (J must be between 0 and 1) Allowable Stress page 1_6_3 b:\1256 WOODCOL O • � o 1 sT -9, Fc 1050.00 1050.00 for UD<=11; F'c= 1050.00 =Fc "SHORT" for 11<UD<=K; F'c= 199.03=Fc"11-(1/3)*(UD/K)"41 "INTERMEDIATE" for UD>K; F'c= 448.69 =0.30*E/(UD)"2 "LONG" Pc 448.69 Interaction fcc 27.88 =P/A actual axial stress fcc/F'c 0.06 fbb 0.00 =M/S actual bending stress fbb/(Fb-J * fcc) 0.00 fcc/F'c+fbb/(Fb-J * fcc) 0.06 <=?1.00 Shear check fvv 0.00 =3 * V/(2 * A) psi 0.00=fvv/Fv <=1.00 1 F ESSiOIV GR�� f� l` ff1 730 OF CAS\F���\P STRUCTURAL CALCULATIONS 24 -May -90 GRIFFITH & ASSOCIATES Wood Column Documentation page 1.6.4 DANIEL CARLSON residence 1256 b:\1256 STUD WOODCOL Data Loaas: M 7310 in -lbs V 165 lbs P 77 lbs K 2.00 try: S A I 2x6 7.56 8.25 20.80 La 177.00 Da 5.25 major axis Lb 1.00 Db 1.50 minor axis Wood: Stress increase factor 100% Fb Fv E #2DF 1450.00 repetitive 95.00 1.70E+06 use 1450.00 95.00 1.70E+06 K 27.00 = 0.671 *@SQRT(E/Fc) La/Da 33.71 Lb/Db 0.67 UD 33.71 Jcalc 1.42 =(UD-11)/(K-11) J 1.00 (J must be between 0 and 1) Allowable Stress QUO P FESSIGly, N9 A30 = *� P Fc 1050.00 1050.00 for UD<=11; F'c= 1050.00 =Fc "SHORT" for 11<UD<=K; F'c= 199.03=Fc*ll-(1/3)*(UD/K)^4j "INTERMEDIATE" for UD>K; F'c= 448.69 =0.30*E/(UD)^2 "LONG" F'c 448.69 Interaction fcc 9.29 =P/A actual axial stress fcc/F'c 0.02 fbb 966.55 =M/S actual bending stress fbb/(Fb-J * fcc) 0.67 fcc/F'c+fbb/(Fb-J * fcc) 0.69 <=?1.00 Shear check fvv 30.04 =3 * V/(2 * A) 0.32 =fvv/Fv STRUCTURAL CALCULATIONS <=1.00 \OF CAUF�� �l/ 24 -May -90 oao 2 W _ I(o x 30 r,S,F 4 g x rhf.� 2 1057.2 2 KL _ 10572 M: WKQZ='7'1 135�r-# s DRi �y\ N 4 30 = '� 11 I �ZS6 IAF"I GRIFFITH & ASSOCIATES SIMPLE BEAM DOCUMENTATION 297.26 in"3 R=w*length/2= 10628.13 lbs V=w*(length-(2*DEPTH/12))/2= 9440.63 Ar=1.5*V/(Fv*sf)= 85.82 in"2 DEFLECTION page 1_7_1 DANIEL CARLSON residence 1256 Ir=5*wd*(length"4)*(12"3)/(384*E*d)= b:11256 DEAD LOAD DEFLECTION based on Ir: D=5*wDL*(length"4)*(12"3)/(384*E*Ir)= 0.76 inches SUMMARY sbeam DATA QR ..SS/0 LENGTH 22.38 ft tribwidth= 1.00 ft / LL 630.00 psf DL= 315.00 psf Cl Q, 30 surcharge= 5.00 plf ,� J ASSUMED DEPTH IN INCHES 15.00 split factor sf= 1.00 w=tribwidth*(DL+LL)+surcharge= 950.00 plf d=length*12/ 180 = 1.49 inches f of ca��F factor for stress: 100% Fb Fv E 24f GL 2400.00 psi — 165.00 psi --- 1.80E+06 PURLINS w/increase 2400.00 psi 165.00 psi 1.80E+06 psi BENDING M=w * length"2/8= 59451 ftibs Sr=M * 12/Fb= SHEAR 297.26 in"3 R=w*length/2= 10628.13 lbs V=w*(length-(2*DEPTH/12))/2= 9440.63 Ar=1.5*V/(Fv*sf)= 85.82 in"2 DEFLECTION wDL 320.00. =(tribwidth*DL)+surcharge wd=tribwidth*LL= 630.00 plf Ir=5*wd*(length"4)*(12"3)/(384*E*d)= 1323.22 in"4 DEAD LOAD DEFLECTION based on Ir: D=5*wDL*(length"4)*(12"3)/(384*E*Ir)= 0.76 inches SUMMARY SECTION S required 297.26 try: 15.13x19 5 307.70 A 1 85.82 1323.22 @ )9.90 3167.00 12 inches o/c STRUCTURAL CALCULATIONS 24 -May -90 Certificate of Compliance: Residential Climate Zone 11 CARL Sew! Project Title 1 _90 dKIZ. Gvs rrolecs nauuew FoREST fAwc t+ Documentatlon Author Telephone Building Permit It c. K 5-31-9 A Checked By / Date Enforcement Agency Use Only BUILDING DATA Insulation North Glass Area $'S. S % Glass 'S.1 (atltic..te garage, cMiael. etc.) Conditioned Floor Area Number of Stories Z East Wall .............. 44 �t3� aNGy�AYio�! (ASlaRaised Floor Number of -Units —� South _(60 D 0 AMT1 tom-. �Q Single Family Detached (SFD) [ ] Addition Alone West 2 o THERMAL MASS Type/Covering (] Single Family Attached (SFA) [ ] Existing Building Skylight Total p p Shading Devices [ ] Multi -Family (MF) (] Existing -Plus -Addition 4P-5.5 BUELDING SHELL INSULATION Component Insulation Locafinn/Comments Type R -Value (atltic..te garage, cMiael. etc.) Wall .............. —11 &ATIM Wall .............. R• Q, �t3� aNGy�AYio�! Roof ............. West ( Of Roof ............. West AMT1 tom-. Floor ............. Skylight....... Floor ............. THERMAL MASS Type/Covering Slab Edge..... (slab/exposed, tile, GLAZING Shading Devices Glazing Area Glass Type Interior . Exterior North ( SS S East (� East South ( ) (✓� O South ( ) West ( Of 2 West ( ) Skylight....... Q THERMAL MASS Type/Covering (slab/exposed, tile, etc.) Area Thickness low/ 27 Overhang Framing Type on HVAC SYSTEMS Minimum Duct Type (furnace, air Efficiency Location Duct Output Manufacturer / Model # conditioner, heat pump) (SE, SEER,HSPF) (attic, etc.) R -Value (Btuh) (or approved equal) FURMA'C_ • 7Z�TT� 5o 69.!T;0 *4%*tC s s•? 9 Maximum Fumace Heating Output: !i uh HOT WATER SYSTEMS Tank Manufacturer/Model # I System Type (storage gas, etc.) . Capacity (or approved equal) Special Feature(s) SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) Mandatory Measures Checklist: Residential MF -1R NOTE: Lowrise residential buildings subject to the Standards must contain these mcanues regardless of the compliance approach used. Items marked with an asterisk (-) may be superseded by marc stringent compliance requuemenu listed on the Certificate of Compliance. Whets this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION Building Envelope Measures • §2-5352(a): Minimum ceiling insulation R-19 weighted average. §2.5352(b): Loose fill insulation manufacturer's labeled R -Value. §2.5352(c): Minimum wall insulation in framed walls R -I 1 weighted average (does not apply to ea terior mass walls). §2.5352(k): Slab edge insulation - water absorption rate no greater than 03%. water vapor transmission rate no greater than 2.0 permfmch. §2-5311: Insulation specified or installed meets California Energy Commission (CEC) quality standards. Indicate type and form. §2.5352(f): Vapor barriers mandatory in Climate Zones 14 and 16 only. §2.5317: Infiltration/Eafiltration Controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Doors and windows anified. c. Doors and windows weatherstripped; all joints and penetrations caulked and sealed. §2.5352(y: Special inftmation barrier installed to comply with §2-5351 mects CEC quality standards. §2.5352(d): Installation of Ftrcplaces 1. Masonry and factory -built fireplaces have a Tight fitting, closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. HVAC and Plumbing System Measures 62-5352(8) and 2-5303: Space conditioning equipment sizing: attach calculations. §2-5352(h) and 2.5315: Setback thermostat on all applicable heating systems. • §2.5316(a): Ducts constructed. installed and insulated per Chapter 10, 1976 UMC. §2.5316(b): Exhaust systems have damper controls. §2.5314(c): Gas-fired space heating equipment has intermittent ignition devices. §2.5314: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. §2-5352(i): Water heater insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater); fust 5 feu of pipes closest to tank insulated (R-3 or greater). §2.5312(Exception 1): Pipe insulation on steam and steam condensate return & recirculating piping. §2-5318(d): Swimming Pool Heating 1. System has: a On/off switch on heater. b. Weatherproof instruction plate on heater: e. Plumbed to allow for solar. 2. 75 percent thermal efficiency.. 3. Pool cover. 4. Time clock. 5. Directional water inlet Lighting and Appliance Measures §2-5352(1): Lighting - 25 lumens/watt or greater for general lighting in kitchens and bathrooms. §2-5314(c): Gas fired appliances equipped with intermittent ignition devices. §2-5314(a): Refrigerators, refrigerator -freezers. freezers and fluorescent lamp ballasts certified by the CEC. Indicate make and model number. DESIGNER I ENFORCEMENT COMPLIANCE STATEMENT This certificate of compliance lists the building features and performatxe specifications needed to comply with Title 24, Chapter 2-53 and Title 20. C uWx2. SubchapW4e Article 1 of the California Administrative code. Tltis ( 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 putritaser of the building. Designer Name: TOWFunt: Addra: Telephone: t-ic. It: (signature) (dare) Documentation Author Name: Titk/Firrn Address: Building Owner Name: Title/ nffn: Address: Telephone: (signal=) (d c) Enforcement Agency Name: Agency: 1. Ceiling Insulation 2. Wall Insulation Single- Number of stories Insulation In Floor _ , R -value One Two Three R-0 -103 -49 32 R-19 -8 4 -2 R-30 -2 -1 -1 R-38 0 0 0 U -value 1 8 6 4 0.50 -176 -84 -54 0.30 -102 -49 32 0.10 -26 -13 -8 0.08 -18 -9 -6. 0.06 -11 -5 -4 0.04 4 -2 -1 0.02 4 2 1 0.00 11 5 3 2. Wall Insulation 3. Raised Floor Insulation Single- Single - Insulation In Floor _ , Mass Family Family Multi - R -value Detached Attached Family R-0 -68 -51 -34 R-11 0 0 0 R-13 2 2 1 R-19 1 8 6 4 U -value 0.50 -120 -58 38 0.80 -153 -114 -76 0.50 -91 -68 -46 0.30 -47 -36 -24 0.10 0 0 0 0.08 4 3 2 0.06 9 7 5 0.04 14 11 7 0.02 19 14 10 0.00 24 18 12 3. Raised Floor Insulation Exterior Slab Floor Insulation In Floor _ , Mass R -value Number of stories` Two R -value One Two Three R-0 -17 -8 -5 R-11 -3 -2 -1 R-19 0 0 0 R-30 3 1 1 U -value -2 4. Slab Edge Insulation --.0.60. -144 -70 -46 0.50 -120 -58 38 0.40 -95 -46 30 0.30 -69 -34 -22 0.20 -43 -21 -14 0.10 -17 -8 -5 0.08 - -11 -6 -4 0.06 -6 -3 -2 0.04 -1 0 0 0.02 4 2 1 0.00 10 5 3 Controlled Ventilation Crawlspace Exterior Slab Floor Number of stories Mass R -value One Two Three R-0 -11 -7 -5 R-5 -4 -4 3 R-11 -2 -2 -2 R-19 -1 -2 -2 4. Slab Edge Insulation 4 40 -90 Number of Stories -26 R -value One Two Three R-0 0 0 0 R-5 8 5 2 R-7 8 6 3 F2 factor 29 -58 -20 0.90 -4 3. -1 0.80 -1 -1 0 0.70 2 2 1 0.60 6 4 2 0.50 9 6 3 0.40 12 8 4 5. Infiltration (Air Leakage) Specification Points Standard 0 6: Glass Heat Loss Total Exterior Slab Floor Effective Percent Glass Mass U -value (percent fIlan x SC) Percent Effective Stories .51 to .41 to .31 to 0.30 or Glass Single Double .60 .50 .40 less 50 -121 -53 -39 -24 -10 4 40 -90 37 -26 -14 3 8 35 -75 -29 -19 -9 1 10 30 -61 -21 -13 4 4 12 29 -58 -20 -12 -3 5 12 28 -55 -18 -10 -2 5 13 27 -52 -17 -9 -2 6 13 26 49 -15 -8 -1 7 14 25 46 -14 -7 0 7 14 24 43 -12 -5 1 8 14 23 40 -11 4 2 8 15 22 -37 -9 -3 3 9 15 21 -34 -7 -2 4 10 15 20 -31 -6 0 5 10 16 19 -29 4 1 6 11 16 18 -26 -3 2 7 12 16 17 -23 -1 3 8 12 17 16 -20 0 4 9 13 17 15 -17 1 6 10 14 17 14 -14 3 7 10 14 18 13 -12 4 8 11 15 18 12 -9 6 9 12 15 19 11 -6 7 10 13 16 19 10 3 9 ti 14 17 _ 19 9 -1 10 13 15 17 20 8 2 12 14 16 18 20 7..Shading (Shade Open) Exterior Slab Floor Effective Percent Glass Mass Effective Percent class (percent fIlan x SC) 0.00 Effective Stories (percent glan x SC) /CFA Effective ' %Glass Nora Etat %Glass North East South -West Skylight 18 5 1 4 1 na 16 4 2 5 1 na 14 4 2 5 1 na_ 12 3 3 5 2 na 11 3 3 5 2 na 10 2 3 5 2 1 9 2 3 5 2 .2 8 2 3 5 2 2 7 1 3 4 2 2 6 1 3 4 2 3 5 1 2 4 2 3 4 0 2 3 1 3 3 0 1 2 1 3 2 0 0" 1 0 3 1 -1 -1 -1 -1 2 0 -1 -2 -4 -2 0 na = not allowed -1 -9 1 1 f3. Shading (Shade Closed) Exterior Slab Floor Effective Percent Glass Mass Mass (percent fIlan x SC) 0.00 Effective Stories 3 2 1 /CFA One Two %Glass Nora Etat South Wast Skylight 18 -14 -48 -69 -64 na 16 -12 -42 -59 -55 na 14 -10 -35 -50 -46 na 12 -8 -29 -40 -37 na 11 -7 -26 -36 -33 na 10 -6 -23 31 -29 -74 9 -5 -20 -27 -25 -65 8 -5 -17 '23 -21. -56 7 -4 -14 -19 -18 -47 6 -3 -11 -15 -14 -38 5 -2 -9 -11 -10 -30 4 -1 -6 -8 -7 -23 . 3 0 -4 -5 -4 -16 2 1 -1 -2 -1 -9 1 1 1 1 1 -4 0 2 3 4 3 0 na • not allowed 3 7 8 10 9. Interior Thermal Mass Interior Exterior Slab Floor Raised Floor Mass Mass Stories 0.00 0 0 0 Stories 3 2 1 /CFA One Two Three One Two Three 0.0 -8 -5 -4 -2 -1 -1 0.1 -8 -5 -3 -1 0 0 0.3 -7 -4 -2 0 1 1 0.5 -6 -3 -1 1 1 2 0.7 -5 -2 -1 1 2 2 0.9 -5 -1 0 2 3 3 1.1 -4 -1 1 3 4 4 1.3 -3 0 2 3 4 5 1.5 -3 1 2 4 5 5 2.0 -1 2 4 5 6 7 2.5 0 3 5 7 7 8 3.0 1 4 6 8 -8 9 3.5 2 5 7 9 9 10 4.0 3 6 8 9 10 10 4.5 3 7 8 10 11 11 5.0 4 7 9 11 12 12 5.5 5 8 9 11 12 12 6.0 5 8 10 12 13 13 6.5 6 9 10 12 13 13 7.0 6 9 11 13 13 14 7.5 6 10 11 13 14 14 8.0 7 10 11 13 14 14 8.5 7 10 12 13 14 15 10. Exterior Wall Thermal Mass Exterior Single- Single- Wall Family Family Multi Mass Detached Attached Fami y 0.00 0 0 0 0.20 3 2 1 0.40 5 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 2.00 10 11 _ -13 11. Heating System -4 SE or HSPF -2 (assumes duets In attic) -1 Sum of i-6 0 -25 or -24 to -14 to -4 to +6 to 16 or SE HSPF less -15 . -5 +5 " +15 more 0.72 6.60 0 0 0 0 0 0 0.75 .6.88 3 3 3 2 2 1 0.80 7.33 8 7 6 5 4 3 0.85 7.79 13 11 10 8 7 5 0.90 8.25 17 15 13 11 9 7 0.95 8.71 20 18 15 13 11 8 2 Effective SE or HSPF (SE or HSPF x duct efficiency) Effective -25 or -24 to -14 io :4 to. +6 b 16 or SE HSPF less -15 -5 +5 +15 more 0.30 2.75 -73 -64 -56 -47 -38 -30 na 3.41 -45 -39 -34 -29 -24 -18 0.40 3.67 -34 -30 -26 -22 -18 -14 0.50 4.58 -10 -9 -8 -7 -5 -4 0.56 5.13 0 0 0 0 0 0 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 16 13 10 0.90 8.25 32 28 24 20 17 13 1.00 9.17 37 32 28 24 19 15 Zonal Control Adjustment System Type Resistance 10 9 7 6 4 3 Other 6 5 4 3 2 2 12. Cootjng System SEER (assume: ducts In attic) Stm of 7-10 Zonal Control Adjustment 1 10 8 7 6 4 3 No Cooling System Installed Stories One " -5 -4 -4 -3 -2 -2 Two + 3 3. 2 2 2 1 Single -Family Detached and Attached -25 of -24 to -1410 -4 b +6 to 16 or SEER less -15 3 +5 +15 more 8.0 -14 -12 -10 -8 -6 -4 8.5 -9 -7 -6 -5 -4 3 8.9 -5 -4 -4 -3 -2 -2 9.0 -4 -3 -3 -2 -2 -1 9.5 0 0 0 0 0 0 10.0 4 3 3 2 2 1 10.5 7 6 5 4 3 2 11.0 10 9 7 6 4 3 120 15 13 11 9 7 5 13.0 20 17 14 12 9 6 -1 -1 Effeetive SEER 0 15% HWR (SEER xduct efficiency) -12 -9 -7 Sim of 7-10 50% WSB.. Effective-25or -24 to -1411* 410 46 b 16 or SEER less -15 3 +5 +15 more 5.0 -30 -25 -21 -17 -13 -9 6.0 -12 -11 -9 -7 -6 4 1 6.6 -5 -4 -4 3 -2 2 7.0 0 0 0 0 0 0 8.0 9 8 6 5 4 3 9.0 16 14 "12 9 7 5 10.0 22 19 16 13 10 7 11.0 26 23 19 15 12 8 12.0 30 26 22 18 14 9 13.0 33 29 24 20 15 10 Zonal Control Adjustment 1 10 8 7 6 4 3 No Cooling System Installed Stories One " -5 -4 -4 -3 -2 -2 Two + 3 3. 2 2 2 1 Single -Family Detached and Attached Point System Summary: Climate Zone 11 SCORE CARD M 1. Ceiling Insulation 2. ( Unit Size (sq 3. Water 4. 1199 12M 1700 2200 2700 Heater Credit or b to to or Type. Type less • _1699 2199 2699 more SG None 0 `; 0 0.. 0 0 or Solar 12 8 6 5 4 HP HWR 8.. 5 4 3 3 ND . L OR WSB 5 3 3 2 2 Zonal Control? ( Y / N) POU 8_ 5 _4 3 3 SE None 37 -24 -18 -15 -12 -71 ?� Solar -1 -1 -1 0 0 15% HWR -18 -12 -9 -7 -6 50% WSB.. -25 -16 -12 =10' -8 85% POU _ -18 _-12 -9 -7 -6 IG None -5 -3 -2 -2 -2 1.9 Solar 7' 5 4 3 2 3.4 POU 3 2 1 1 1 IE None -28 19 -14 -11 -9 0.8 Solar 8 5 4 3 3 23 POU -10 -6 -5 -4 -3 3.7 Multi -Family (Individual units) 4.6 4.8 S 5.2 Unit Size (s 20% Water 0.6 699 700 200 1700 2200 Heater Credd or b to to or Type Type less 1199 1699 2199 more SG None 0 0 0 0 0 or Solar 14 7 5 4 3 HP HWR 9 5 3 2 2 3.7 WSB 9 4 3 2 2 5.1 POU 9 5 3 2 2 SE None -45 -23 -15 11 -9 26 Solar 2 1 1 0 0 4 HWR -23 -12 -8 -6 -5 5.5 WSB -25 -13 -8 -6 -5 _EQU 1.7 _23 -12 -8 25 .5 IG None -8 -4 -3 _-6 -2 f -2 4.4 Solar 6 3 2 1 - 1 _ POU 1 0 0 0 0 IE None -b0 -15 -10 -8 _6 3.2 Solar 18 9 6 4 4 4.7 POU -8 -4 -3 -2 -2 Point System Summary: Climate Zone 11 SCORE CARD M 1. Ceiling Insulation 2. Wall Insulation 3. Raised Floor Insulation 4. Slab Edge Insulation S. Infiltration 6. Glass Heat Loss R -value 119) Interior Mass/CFA 10 or R -value [0] F2 factor [0.77] Standard = 171 a-2 e. Skylight TTPC 2 KASS U -value (0.65) % Total Glass 1161 -4164 e. Skylight ( x 177 = C� 9. Interior Thermal Mass TYPE 1 MASSAREA =12,1 % InteriorlV-lss/CFA COND. FLOOR AREA 10. Exterior Wall Mass TYPE 2 MASS AREA = Exterior Wall Mass ND . L OR AREA 'I .71U IOC:...1; c• I111.•b ,72,6 x .61S = Co O Zonal Control? ( Y / N) SE or HSPF Duct Efficiency [0.78) 4 TYPE 4 MASS (UIMC 4.2, ie: exposed slab) HSPF 10.5615. 151 12. Cooling System 9,5- x 1 (32- = -71 ?� Zonal Control? (Y / N)_ SEER (9.5] 0% 5% 10% 15% 201/. 25% 30Y. 3S% 40% 45% 50% 55% 60% 657. 70% 75% 80% 85% 90% 95% 100% 105% 1101/. 115% 120% 125• OY. 0 0.2 0.4 0.6 0.8 1.1 1.3 1.5 1.7 1.9 21 23 2.5 2.7 2.9 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.8 5 53 1OY. 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.9 21 23 25 2.7 2.9 3.1 3.3 3.5 3.7 4 4.2 4.4 4.6 4.8 S 5.2 5.4 20% 0.3 0.6 0.8 1 1.2 1.4 1.6 1.8 2 22 24 21 29 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.8 5 5.2 5.4 56 30% O.S 0.7 0.9 1.1 1.4 1.6 1.8 2 2.2 24 26 28 3 3.2 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 58 40Y. 0.7 0.9 1.1 1.3 1.5 1.7 1.9 2.2 24 26 2.8 3. 3.2 3.4 3.6 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9 SOY• 0.9 1.1 1.3 1.5 1.7 1.9 21 23 25 27 3 32 3.4 3.6 3.8 4 42 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 55% 0.9 1.1 1.4 1.6 1.8 2 2.2 24 2.6 28 3 3.2 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 5.8 6 6.2 60% 1 1.2 1.4 1.7 1.9 21 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 ' 5 5.2 5.4 5.6 5.9 6.1 63 65% 1.1 1.3 1.5 1.7 1.9 2.2 2.4 2.6 2.8 3 3.2 3.4 3.6 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 55 5.7 5.9 6.1 6.4 70% 1.2 1.4 1.6 1.8 2 2.2 25 21 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.6 4.8 5 52 5.4 5.6 58 6 6.2 64 75% 1.3 1.5 1.7 1.9 21 2.3 25 2.7 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 801/. 1.4 1.6 1.8 2 2.2 2.4 26 2.8 3 3.3 3.S 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.4 56 5.8 6 6.2 64 66 85% 1.4 1.7 1.9 2.1 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 5 52 54 5.6 59 6.1 63 65 67 WY.' 1.5 1.7 2 2.2 2.4 26 2:8 3 3.2 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 5.1 53 5.5 5.7 5.9 6.2 6.4 66 68 95% 1.6 1.8 2 2.2 2.5 27 2.9 3.1 33 3.5 3.7 3.9 4.1 4.3 4.6 4.8 5 5.2 5.4 5.6 5.6 6 6.2 6.4 6.7 .6.9 100% 1.7 1.9 21 2.3 2.5 28 3 3.2 3.4 3.8 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 53 5.7 5.9 6.1 6.3 6.5 6.7 7 105% 1.8 2 2.2 2.4 2.6 28 3 3.3 3.$ 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.4 5.6 5.8 6 6.2 6.4 6.6 68 7 110% 1.9 2.1 2.3 2.5 2.7 2.9 3.1 3.3 3.6 3.8 4 4.2 4.4 4.6 4.8 5 5.2 5.4 5.7 5.9 6.1 6.3 6.5 6.7 69 7.1 115% 2 2.2 2.4 2.6 2.8 3 3.2 3.4 3.6 3.8 4.1 4.3 4.S 4.7 4.9 5.1 5.3 5.5 5.7 5.9 6.2 6.4 6.6 6.8 7 7.2 120% 2 2.3 2.5 2.7 2.9 3.1 3.3 3.S 3.7 3.9 4.1 4.4 4.6 4.8 5 5.2 5.4 5.6 58 6 6.2 6.5 6.7 6.9 7.1 . 7.3 125% 2.1 2.3 25 2.8 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 6.7 7 7.2 7.4 Point System Summary: Climate Zone 11 SCORE CARD M 1. Ceiling Insulation 2. Wall Insulation 3. Raised Floor Insulation 4. Slab Edge Insulation S. Infiltration 6. Glass Heat Loss 7. Shading (Shade Open) easures % Glass R_ 51P-5 or R -value [38] U -value [0.030] K" 1 L or R -value (11] U -value [0.098] x 1 or R -value 119) U -value [0.037] 10 or R -value [0] F2 factor [0.77] Standard = 171 a-2 e. Skylight Type [double] U -value (0.65) % Total Glass 1161 8. Shading (Shade Closed) % Glass % Glass SC Eff. % Glass a. North ' { x 1%) x b. East. x 1 A O c. South x c. South d. West l r x = 171 a-2 e. Skylight x V = 0 8. Shading (Shade Closed) Point Scores 0 -11 +�L Sum 1.6 -+ 6 - Point Total: -t4 % Glass SC Eff. % Glass a. North ` . t x .66 = 2 , ® 4- b. East A O x , is 61 = 2 ,9 � c. South (a x (0 _ 0 d- West H-1110 0 x 12 V -4164 e. Skylight ( x 177 = C� 9. Interior Thermal Mass TYPE 1 MASSAREA =12,1 % InteriorlV-lss/CFA COND. FLOOR AREA 10. Exterior Wall Mass TYPE 2 MASS AREA = Exterior Wall Mass ND . L OR AREA 11. Heating System ,72,6 x .61S = Co O Zonal Control? ( Y / N) SE or HSPF Duct Efficiency [0.78) Effective SE or [0.72/6.6] HSPF 10.5615. 151 12. Cooling System 9,5- x 1 (32- = -71 ?� Zonal Control? (Y / N)_ SEER (9.5] Duct Efficiency [0.74] Effective SEER [7.031 13. Water Heating Type [SG] Credit [none] . Point Scores 0 -11 +�L Sum 1.6 -+ 6 - Point Total: -t4