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HomeMy WebLinkAbout017-300-100011-68-0-100 N DAHLIN, WAL DR., CHICO 68 EAGLE CO RUNO,GLENN W SINGLE FAMILY b`IL� --d\F Fil NO ES { PERMIT NO. 1- r 2r s � j t • jr. a • • �V r. � •eY- a ' yl. .l RESIDENTIAL 011-68-0-100 00-0953 DAHLIN, WALTER - 68 EAGLE NEST DR., CHICO CONT: BRUNO, GLENN NEW SINGLE FAMILY SPECIAL CONDITIONS SRA ' FLOOD CERTIFICATE REQ. r FIRE SPRINKLERS REQ: SPECIAL INSPECTION ITEMS VERIFY CHECKED BY OFFICE COPY r Address r. GAS r meTer y Date ELECTRIC } Meter BY J OFFICE COPY C r Address r j GAS !! ��� j) Meter B Date'/o'i I ELECTRIC Meter By Date 6 _G t JOB FINALED (Date) ellLA� Signature J=OK 0 = Not OK - = Not Applicable = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Footings; Soils -Size -Depth -Spacing -Connectors -Steel 1. Zoning Requirements -Setbacks -Easements 4. 2. Soils; Special MH Support Sketch Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 3. Sewer; Location -Test -Fall -C/O -Concrete 7. 4. Water; Location -Test -Easement Needed (Sketch) Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 10. 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /"L"ft./ /'LPG Ext.; Steps -Doors -Landings 7. Well Clearance 6 Disconnect 10. Plumb.; Cir. Test -Water Supply Test 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 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. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 1 as 4 MISCELLANEOUS Y, Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Con nectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric P. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Pane lboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 V = OKz < 0 = Not OK - = Not Applicable RESIDENTIAL (Single & Duplex) = Not Ready Date derfloor (Plans) OK except #'s Date 1 o ng -Setbacks -Easements- lood-Slope an e tg., ; Soils-Elec. Gr .-/ !�/" Ftg. Depth li Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth i le 4. Ft ., Porches & Decks; Soils -Steel-/ /" Ftg. Depth Atti $ to s, Main; Steel-Blockouts-Wrapped IO drrn, iarage; Steel-Blockouts- and Special Anchors Slab r.jDZ.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test �ater Pipe; Test -Anchors -Regulator -Service Test 12. EI tric Underground P ms & Ducts; Clearance -Material -Support -Ins. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15.915cess & Ventilation . Insulation Date 4 3LCCard B-1 /,d+✓ Date Z',7 a Card B-1 Date d Card B-1 Date zy Card B-1_ 0 Date PLUM (Permit) OY6� it's 17. W r r.; Vent-Acces bu it Baffle er Pipe; Test & Anchor -Nail Protection D W.V.; Test Fittings & Anchor -Nail Protection 3 . � Shower Pan; Test, First Floor -Tub Access 21. TesjXb & Shower, Second Floor -Tub Access 22 as Pipe; Sixe & Anchors Datela— Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date E CTRICAL (Permit) OK except #'s 931"'R04 & nsformer Clearance -Ins. Protection le neptacles Spacing -Lights & Switches at Doors 5. oxes & No. of Conductors Stapled Rom n aI ed Close to Edge of Studs & C.J. 2qu' . Ground made up w/Mech Fasteners -Bond Gas & Water Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / g Cu .C. Wire Size / / ga Cu or AI 30. Range Circle / / Cu [[.Oven Circ. / / ga Cu or At Insulated Neutral s ❑ No 31. Sp ice -Riser Conductors & Ground Main Disconnect Equi . Clearances Panels-Motors-Mech. Equip. es Closet Light -Shower Light -Spa Light Smoke Detector 49 g Date �l rCU Card B-1 JCW Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL it) OK except #'s A. lation & S pport S&-"Ypift Fan, Exhaust above insulation C ndensate Drain & Overflow, Size & Grade F rnace-Vent Access -Comb. Air -Return Air Vent 115 outlet Attic Access & Platform if Furnace in Attic Date 4-,-(`(, c` Card B-1 Date Card B-1 a Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 4 xproper Materials & Anchors W Studs -Nailing Spacing & Braces -Plates -Sound 4 Its over Girders & Floor Nailing 3. D aft p i Walls (rat proof) 4 ops, Furred Ceilings -Stairs -Chasers -Tubs 4&-'H ... ers & Beams -Size & Bearing FRAMING (Continued) -Post Caps -Anchors -Connectors iist-Rttr. Ties- Purlin-Roff Brac.-Truss-Shting.-Rfng. s Ties or Type A Flue -Fireplace Throat Clearance ;ass; Size & Romex Protection -Draft Stop -Ins. Baffles Widows or Exiting Doors -Sill Ht. & Dimensions 52. Prop Line Firewall & Openings 5 xt. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 53 —PTy-�&od on Roof Overhang -Attic Vents -Rafter Outriggers Si ing•Nailing neer 57. St esh-Drip Screed -Fd. Vents-Underflr. Access GI g Area -Glass Protection -Skylights -Plastic 49 -`§hear Walls; Nailing -Bolts 60. Brac-DAnterior/Exterior Wall Panels n -Walls -Windows Yat 0 0 0 .'Card B-1 I&JA ddte jX C41 Card B-1 D to `(J Card B-1 Date Card B-1 Date FINAL ( Ins) OK except #'s r xt. Steps -Door & Sidelight Protection. Landings VSpioke Detector ,,.,*/mace Vents -clearance -Comb, Air -Connector - 4n Above Floor -Ducts -Mach. Protection W.X.F.I. & Bath Fixtures & Tub Access -Spa W'jElec. Trim & Subpanel, Breaker Sizes & Labels airs & Rails F' eplace or Stove, Clearance -Hearth lec. Outlets at Wood Panel, Int. & Ext. M. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance Elec. Outlets & Receptacles at Kit. Counter arage Fire Door; Swing -Landing -Closure T-?T—A. . Duct in Garage -Damper tr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. Garage; Above Floor-Mech. Protection DIX., Elec. & Mech. Equip. Listed for Location ec. Receptacles in Garage (F.F.I.)-Romex Protection I ulation-Foam-Looked in Attic qp/Xuard Rails & Deck Construction -Post Caps Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth learance Looked undor Floor O Yes Following Instld./Drive Yes J No/Walks ] Yes :1 No/Planters J Yes J No cco Brown -Finish Unit Disconnect, Electrical -Plumbing kr Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Ater Well, Disconnect, Electrical, Plumbing xterior Elec. Trim, G.F.I. Receptacle -Underground Ventilation Throughout House l ✓19f Glass Prot tion 90. Correc ' ns from Previous Inspections 91. est -Meters Tagged, Gas -Electric Water & Sewer Connected -C/O to Grade -HD Approval 93. kergy Compliance Certificate -Other Certificates Address Posted Date b Pard B-1 Date Card B-1 Date Cprd B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive * Oroville, CA - (530) 538-7541 CORRECTION NOTICE Pa h er;> ?3-3 OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is. completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date �yl 'yJj 0 C) Inspector REV ;0/12 1 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA 9 (530) 891-2751 7 County Center Drive * Oroville, CA * (530) 538-7541 b. CORRECTION NOTICE OMER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction. of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please con t this office immediatel A I Date'�57g-3/'qd Inspector REV 110�92 - IN . . . . . . . . . . . 'COUhTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street * Chico, CA * (530) 891-2751 7 County Center Drive - Oroville, CA * (5�0) 538-7541 CORRECTION NOTICE 1'W NO OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above. address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. D at. // I — I-/(/ REV 10/92 !,COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 bounty Center Drive * Oroville, CA - (530) 538-7541 CORRECTION NOTICE & (2-7D OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. 57a XT 'Plo-vin Ir 6 J -2i -17 r I � -7 IzIA / A 0 1 /Yr zo /'vl; �IL . CLEXXBBRVXO .�KNKKtt«NKffNfNt<t«t<Kftttn«NfKKfNK<NKNK<KKNKKNffnAXnAY<KNKKtK«<KKM�InO[tNn<tlN ARCHITECT/BUILDER December 18., 2000 Butte County Building Dept. 41 1 Main Street Chico, CA 95928 To Whom It May Concern: Re: Dahlin Residence 68 Eagle Nest Dr., Chico, CA As requested by Butte County Building inspector Richard Nixon, I am submidt for the record my personal observation in regards to some of the shear nailing that was covered over by I X 4 batts on the Dahlin residence, at 68 Eagle Nest Dr. permit 900-0953. As the licensed architect inspecting the above-mentioned project, all shear nailing on the exterior plywood siding has been properly nailed as noted on my architectural drawings. Resp lly, lenn runo!Architect • 131 Main Street, Chico, CA 95928 • crrr' <7' •a.D °IES` • i...,},�,, ;i au, ,.f e, ; S , . am A Certificate of Conformance Certificate 054063 . THIS IS TO CERTIFY that the glued laminated timber products identified with a collective mark of Engineered Wood SysteMs (EWS) were manufactured in accordance with the applicable standards and associated specifications indicated below: ANSI Standard Al90:1-1992, For Wood Products — Structural Glued Laminated Timber NER-480 Glued Laminated Timber Combinations And "GAP" Computer Program For Determining Design Stresses a AITC 117-93 — Manufacturing — Standard Specifications For Structural Glued Laminated Timber Of Softwood Species IT IS HEREBY CERTIFIED that the APA EWS trademarked structural glued laminated timber members were producod In a manufacturing facility subject to regular audits in accordance with the Engineered Wood Systems (EWS) Quality Assurance Program. Routine audits include inspection of the manufacturing prpcess and evaluation of the in -plant QA program with adequate sampling to verity conformance to industry standards for lumber grade and glueline bond quality. /a8 SEAQ.. a A0 by Thomas G. Williamson F_Xecutive Vice President ENOINEERED WOOD O SMM 9th SveeO.8ox 19 8 a corpotalion of p --rH .E WA 98411-K VMDASSOC(ATION South Telephone: (253) 565.6600 • Fax Number. (253) 565-7265 Z d 5 $5Zfi00�5 �OPI XVi Sd'! Rd U1 an 10-Zt-Nu 0 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 WWAR ME off T; WOM R , 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 completed. If you have any questions pertaining to this Matter, or need additional explanation, k lease contact this office immediately. I Date& Inspector REV 10/92 JESSEE HEAT & AIR TEL:916-891-3452' Jun 12'01 15:01 No.010 P.01 if istaii at ion U01 LIIILc kL;- , r•:v,�-� Un„ v1 lhtn form U1 nuUnfy the rnllulrvrntnntn of d1» AJmintntrallvn Cotfu In 01010nul, bur Urn 111101'1111164.1 it ,nu»I be provided ants pontrxl. _�� 4��—�—L� � r'�—�`:—• .`� - — •—'— -- — — f unitll I�umbgl — ..— — Jltn Addroun An inctaltation cnniliraw i rr?ttuirorl to t?<t pu;tod al tho building site prior to Iho i3 �u;uiru of thn occupancy permit. 'thio Corm may ho usod to moot Ihosorraquif tcotinsl �Aod mlkipatt l t)n10Q19 alunt}lor hntt rrjod f 7th: nrrthis QIP I'anICoi (iuc,ttFtdoquipmont tun the Ca afir; to o{ this offic;onry and ly(in (it t1 PI Conlpliancu (CF- Il t}. (Iii:: Q ',IP icaln (or its o(tuivalnr,;} shell bis pro{)grad and sl�nrid I)y Ihu per^nn(s) a�sumin� ovurnl! rr,s(xinrilidity for Ile; ah(nli:ult o in:aallalion. I, the undor;;ignucl, verily Ih.0 1111, o(luipml?rtt lieducl irl thsi rjitegory atxyro lily si�lnaturo r the acIII addition. tir I ht irlvOri d and th Ura tltr, otrcuripmunitruivzlo lite arin>nrulc�tticiunt tln)nrthu equ �mothe nt spraj,IiOLItoil tl n CUrlilic;;ito of CornpliuncuS i�bmtllndito11t tho ntjutU ! demon trltn eomplOnco wills the E(%1)rgy L•Itic,uncy Standards for ras+clonlint build Inr•Is. HVAC SYSTEMS Nolo: Hydropic bailor inlorrn:cion i:: nnUtrou hero. C)thr)r hydronie or con,binOC1 hydrortiC oquipmunt i; (i tuct Wider Water 1•le,11inq Sysln(1ts. iloating l -quip. Cr_C Cnriftlntl Acklic( DldtrlSullon PIP11Ourt or lfuoting Loud loullng Typo) (lurnacu, Mwitif. Mriltu Llflctoncy Typo and Plping DIzi Ic over- Equfprttarll I•i•Vnlutr alzlnc Stuh C1 nch Btuh howl (toren, rrtc.Z Model thimhnr _ L -UE. ntc.) Locttton — •-- — .— —� �'� _ CEC Cort(f}od Gooling Equip. Coroprnuuor t.Init Actual Dl Typo antlolt PI Inr r Typo (air cond., M(tnuf. Maku % EIEEFirMy pPntlara 11Vnluu— heo�urn Fdodol Numbor— �� �_ _ ��-- — _+c _-. T118 bui! c . i itnal los:: and dn:;ign final 1:i% ?in rato havo hour) doturminod using a method ;pocilind in S�CUon 150(11) o 1Ln E r Ifi i' rc Sl:andarrl ;, and iru two cf tho criteria used for nquipmont siZinU and :;OlncOan. virior Ojio HVAC ;,ubonU:tc.;or (co. tiitni)) or (lortoml Corm actor or O• . :;tc;n ter W rFH HEAT (NG SYS (:. 1S t. Externa► Eno6 Tank Tank Factor or Water Hoatlrld (=CC CnrtUlntl •R1tod.' I y y y Inaulutlnn Sy ntom Typo) Mant,l, Masco & Input (kW C:t )aclt Itocovor ':Aandb r Fl•VatuO — — tortr to odrrt Hurnbur _ or (itu�L —(rUnllc 111- 1. Fur,rnn111 puu nton,go (ratOrl input %5,Oon ritu/l•1r), olxtric roniotsliv n :tnd haul pur ip visitor luauurrt, fi:.,t Lnur$y Factor. Fur lartln gas Otorlige, wuiur hooters (raler) ;r,put �75,tY)o Mulhr), I!:;[ B.-mcd Input Rcr,nvor; FlfiCir)nri -by Lo:• far ln:,lunlunouun {tea water hnnlut9, li:,t l`a'nd Input Cu1Ct iluCovOr� C!t:riunG/. Fur In•nantunnouo ot„ctrla visitor haotora• hm nxnd Ii,sut. l FAUCETS fx SIIOWL:11 I.I[_ADS' All f:tUCOh: and ; u :I lowlhoacI ins;alllid , rr, 1,s:Oct in the C:omrnission•s Dirattgry o. Cortifiad F:r.+rnts a+1d �;hownrhO ds. purr.uanl to IIUn 2 .. P:ut t;, Subch:ipior p, �.nrsit:n 111. — — ' — Uato Plumbing !;VhcOfIWIc1OI (Co. N.11,10) or Gunor:tl Contractor or C7wnor $ir)n:,tV rn Novllod January 1992 06/12/01 14:35 BUTTES PIPE CHICOCITY 4 530 893 1922 NO.986 901 EMRGY SAVER Lnlo ®o 931 K IQ LJ lel GAS RESIDENTIAL WATER HEATERS 6ne,f .Xavi A9 Predwit FEATURES CODE COMPLIANCE: H.U.D., ASHRAE 90.1b.1992, CEC, T-24 and 1990 NAECA. CALIFORNIA - All models meet CEC labeling requirements and energy efficiency requirements. FGR models meet the requirements of California Energy Commission Title 24 Section 2.5352 (1) without added insulation blanket, the requirements of all 16 climate zones and do not require calculations to determine compliance. FGR's comply with SCAOMD natural gas N0. Rule 1121 when ordered with suffix (SMR) R-99. All California models must be ordered with suffix (SMR) R-99 or S-06. FGR -75 does not require R-99 for Rule 1121 compliance. THICK R-16 PERMAFOAMTm INSULATION - Minimizes radiant heat loss. I GLASS -LINED TANK - Glass, specifically developed by A. O. Smith ceramic research for water heater use, is fused to steel at 1800°F, providing corrosion protection for years of dependable use. Proven reliable in millions of water heaters for over 50 years. DIP TUBE - Carries inlet water deep into tank. ANODE - Tank -mounted, screw-in anode for longer tank life. THERMOSTAT - Designed for long service life. Provided with safety shutoff. Propane models have built-in filter and dirt leg provided. BURNER - All steel, multlport burner for improved combustion efficiency. FGR -75 has a cast iron burner. NON-LINTING ENERGY SAVING PILOT ' ��WWATEg�y�a IM(lyt � TGR -30,409 50 & 75 MODELS 'FOR SALE IN CALIFORNIA ONLY. 79 TE 3,P,) dov Feh e 5-40 . lv U c'F 77 TE Do BTW 6YEAR LIMITED WARRANTY OUTLINE If ttre tank should leak arty dme during the first 6 years. under the terms of the warranty. A. Q SMith wilPhxnish a reoncernenthaat9r. InstWiltilon, labor, handling and local dellvaryareextra. When used commerdally, warranty is for 1 year. THIS OUTLINE IS a= A WARRANTY. For ownplete information, consult the written warranty or A.O. Smith Water Products Company. ReNsed January 1999 REPLACES A 717.0 FOR STATE.OF CALIFORNIA ONLY COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-75WD 01! I (Rev.12%96) APPLICATION AND PERMIT J AS611R68 Ou 100 ZONING BUILDING PERMIT OMTER DAHLIN TELEPHONE SO. FT. OCC. BUILDING VALUATION 3587 R 193 698.00 . OWNERS MAIUNG ADDRESS 30 RED HAWK LN., CHICO CA 95928 CONTRACTOR'SEHO NAME_ GLENN BRUNO ''r T 895-1125 CONTRACTORS MAILING ADDRESS 131 MAIN ST., CHICO CA 95928 14 e 7982.00 CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace 0 1500.00 Total Valuation $226-106.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $1084.00 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $704-60 BUILDINGADDRESS 68 EAGLE NEST DR CHICO, C.A. 95926 Energy Plan Checking Fee $ 2 3.00 , PERMIT FEE $ Lo�gq, /�LttjS SUBDIVISIONS NAME PARCEL PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF R Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap n1 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 115-00 Each as water heater or vent 15.00 15 00 TYPE OF WORK New CA Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SINGLE FAMILY, 3 RFDROOM Gas piping system 1 - 5 outlets 15.00 15 QQ Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 800OR LESS Main Service 20.VA ORLESS 23.00 23.00 CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license isinfull force and effect. OO 3 License Class R LIC. No. G. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service To 200ALICENSED 46.00 NEW CONST. DWEWNG OCCUCUP. WEE OR ADDNS. ( & ACC. BLDS. SO NON N-RESID. MULTI.O CIRCUITS @7,50 POWER APPARATUS 8 SINGLE OUTLET CIR. EX. Occup. OUTLET OR FIXTURES .00 BAL @ I.,SO Ex. Occup. ouTELErs ES,6.)0E 5.00 Temporary Service 23.00 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE $ 235.25 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) � 1R I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensatio laws of California, and agree that f I should become subject to the workers' c ensation provisions of section 3700 of the Labor Code, I shall forthwit mply wit ose provisions. g --7 X Date - SignVOe of Apphc nt ❑ Owner Contractor ❑ Agent AqRSHA permit is required for excavations over 60" deep and demolition or construction dt'structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating 21 15.0 30.00 Cooling 2 25.00 50.00 Hood 6.50 6.50 Ventilation 6 4.50 27.00 PERMIT FEE $ 133.50 Mobile Home Installation Fee I $ Energy Inspection Fee $ 46.00 OCC CONST. TYPE TOTAL FEE $ 2481. 5 �HAZ. D. FEES IMP FLOOD CDF PARCEL HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date (p D PERMIT EXPIRES ON Dwe Receipt No. , C J' WHITE-D.D.S.-B.D. CANARY -ASSES R PINK-INSPEC R GOLDENZD-APPLICANT ��jb, OCA �' COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Teiephone (530) 5:38-75�IIT NC APPLICATION AND PERMIT a9 :E::OOH VARCELNUMREFI % /nn ZONIN 1 BUILDINGPERMIT JWNER TE H NE SC. FT. i OCC. BUILDING VALUATION jWNER'S oDRESS lea L 'I/ • , TELEPPHOONNE` YfRACTOR/S�](VAM�Ee% �,/ O 112,5 CONTRACTORS MAILING ADDRESS "J S7- C��� CONSTRUCTION LENDER Fireplace I Q 15-010 !-ENDER'S MAILING ADDRESS Total Valuation $ . ARCHITECT OR ENGINE'G LICENSE NO: Filing Fee $ X120.00 Permit Fee 16 . 0z)1 $ V ARCHITECT OR ENGINEER'S MAIUNG ADDRESS Plan Checking Fee 78 0� $ 3UILOING ADDRESSn .�9 _ e ' e &g�— :, • Energy Plan Checking Fee $ `L3 A Y�.J,/V1 $ &0 (/&, �p F� G/ S�'�(o PERMIT FEE $ SUBDIVISIONS MAW PARCE ANAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00174/O USEOFSTRUCTURE Solar or heat pump water heater 23.00 SFZDuplex ❑ Mobilehome ❑ Other Water piping 15.00 SPECIFY Each as water heater or vent 15.00 / E TYPE OF WORK Gas piping system 1 - 5 outlets 15.00 / 5� New / Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Building sewer 15.00 3 Q2 — Mobile Home j S I G I W @20.00 Describe Work: L Aiaky-/7�,d t :f /S,- PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 800V OR Main'Service 20.A0.. 23.00 Main Service 200A TO 1000A 46.00 NEW CONST. DNE].LINO OCCUP. ORA ONS. t(� a ACC. sN Ds. 50 3.51tR. - NEW CONS T. MULTI -OUTLET NOrLREs1o. @7.50 6 POWER APPARATUS 6 SINGLE OUTLET CIR. I ' Ex. Occup. OUTLET OR PxtuRES SAL @ 20 4 1 00 .50 Ex. Occup. OUTLETS RESID.OEA 1 5.00 Temporary Service 23.00 7j //✓/J �(/� Mobile Home Facilities 20.00 Misc. Wiring� 23.00 aS PERMIT FEE _ MECHANICAL PERMIT Fling Fee 20.00 Heating •L 5— 30 Cooling`1i S I 0r0 Hood 6.50 5_3 I �<L I Ventilation 6— i PERMIT FEIE S 0 i Mobile Home Installation Fee $ Energy Inspectio Fee $ .3 CONSTIN TOTAL F E $ ' HAZ. 1 0. FEES IMP FL C P EL HO UE ,Zyy12r-i :0 ga3.53 pa�R �94�i�� LeAv This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work I indicated above for which fees have been paid. By PERMIT EXPIRES ON Date 1 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION . 7 COUNTY CENTER DRIVE - OROVELLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: W"91rice 64 PL00/ 0 ASSESSOR PARCFT. NIT MRFR- Il - L Q , 0'_i Proposed Building Use- 3 lin, S/4: BWding hMector: C_ Date: Z /Z-. -->- At time of permit application, I was advised the following data must be submitted prior to perimit processing and/or issuance: Date Received By ❑ 1. All items have been submitted .--------------------------------------------------=---------------------------------- ❑ 2. Plot plans, 3/4 sets, signed by the preparer of plans. --------------------------------------------------- ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. --------------------------------------------- E14. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! --------- ❑6. Energy Design Compliance and supporting documentation. ------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ------------------------------------------------ ❑ 8. Hazardous M{{aterial Form. ----- ) Manufactu e3r0d$edata an i '460 f$ Tie 1 ees o - _--------r�Y?moi=_ --"�-- =�,- = =- Impact fees as shown on the attached schedule. --------------------------------------------- ----------------- California Department of Forestry plan approval/fees. -� -----� - - -„ TC 3. Flood elevation certificate.---------------------------------------------------------------------------------------- and plot plan approval 6 d L'2Health Department. ❑ 15. City of Chico plumbing permit. ❑ 16. Plot plan and business license approval froggy the Cityof Biggs. ❑ 17. Planning approval for (A) Use: (:)X_ • (B) Parking: ❑ 18. Contact Land Development about .0 Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------- 019 Encroachment Permit for driveway (construction approval prior to occupancy). --------------------- 020. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ------------- 022. Workers' Compensation carrier and policy number. ------------------------------------ ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - --------------- ❑24. Letter of signature authorization. ------------------------------- �25. Recorded copy of Agricultural Acknowledgment Statement. ❑26. Letter of intent on building use. --------------------------------- ❑ 27. Manufactured Home utility clearance: -------------------------- ❑28. Existing violations and/or expired permits. -------------------- ❑29. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ ❑30. Other: 2/1 ou issue the permit, process as follows C1Mail to owner, ❑Mail to contractor. ephone �S- ��Z 5- and hold for pickup at CW14 0 ce. ❑ 5vF-vc r /2 vl&- S/z 6�od /� fid ,S Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Depaj Copy of plans sent o Health Department, o Fire Department, ❑ Index permit application for the above --------------- --------------- --------------- ------------- El 3 0. -------------- S -! 5--Q r (Date) ter with inspector. 4 Date: S" OD r Pollution _ Date: By: ❑ Plan Check List 2. Additional items required: 06 ; W i Contractor, designer, owner, was advised of the above regiured data by o phone, ❑ mail, ❑ Buildink Division co ter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, o mail, o Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building io�nter, by Date: Plans reviewed by: Date: Plans approved byDate: Sets of plans on hold in ❑ Plan Cabinet, 11A.P. folder. Note transfer by: Date: — --� / r PERMIT FEES ,r • 4 OWNER COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 4 % / SCHEDULE OF FEES DUE % - ✓" A.P. # PROPOSED BUILDING USE 104- / "�'^� ��� DATE S' 3 - I- '> 0----> /1BUELDING PERMIT FEES -- Balance Due ................ $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ J�V2-. SCHOOL DISTRICT FEES (paid at District Office) &"3. SHERIFF FEES (paid at Building Division) 34 Residential ........ i x $360.00 = $ Units Commercial (sq.ft.)... x $0.03 = $ Sq. Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x : = $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq•Ft• Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) f'�L 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) RECEIPT # DATE REC � 11 �5`'i'2Z�. 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed dura the plan checking process. APPLICANT DATE c5— 3 - OU Pursuant toSi6Vernment Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) COUNTY OF BUTTE c -.) ,1 O OFFICIAL RECEIPT •� ) - ` ; I1 O.✓ OF F7C�Oii OEPARTMENT ISSUING RECEIPT Received from e"Lo.✓. /5i -C.--- Q. The Suro o`,����//Pe..-) l -t,-44%4/ For Received: _ Received By CASH [] Title CHECK �l8i5 By ` QAfd� Rllellecc enwle . ae. s @.. GLENN BRUNO ARCHITECT/BUILDER 20 CONSTITUTION DR. STE. A CHICO, CA 95973 ' 001815 001815 . nmrAeBa NULII.USE C.�C[ D9fQ!N; fW10^ORVS.'l:C.. 33, ORCVE RMD. TKORCFPRE.NJ 1SGe6B[03 CALL TOL:f�EE B7a15!• .fA1E 1200•UI•e11J OOViNTeLF EN4EJCPf ON7245 0697 PAI i'SB' Jun -21-00 09:46A Bud Tracy DATE: ATTN: COMPANY: FAX FROM: 530 893-1922 P.01 MaM S1, Chleo, CA 95926 ee (530) 895-1125 (530) 993.1922 • " Pager (530)571.0077 FAX TRANSMITTAL _2 gG, 7 7 15'sS Z/ -/O �. NN 1-3 U/v L1 NUMt3ER Or PAGES: ` ( COVER SHEET INCLUDED) RE: REMARKS: A?yC Y �� u�•�S ������v/J�o� Grfi�G Chico, CA 95973 Phone (530) 095--1125 Fax (530) 893-1922- E.H. USE ONLY Mot Plan An&ch kd I Floor Plan Anachadl Sent to S.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance W - Daktt-h 615 EetgL 'Ne4f DA. (050 - Iti) Owner V Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for4b- dwelling. 91kedr L. -s gMjg:j&- t- 4m a 4. V V V V I f :H:q��I final for: -,Staht V Final clearance O.K� for - NOTE: 4 , I - < y 0, 1—,L4 � I " / Environmental Health Specialist 8/96 Date RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEXAAD MISCELLANEOUS ONLY Owner: `iJ t Buildin Permit Number: Plans Examiner: ,fc:5- 'A. P. Number: GENERAL: --1' Zoning requirements — (number of permitted. living units). Building permit valuation. Plans signed.by the designer. Proper description of work on the application. Existing violations on the property. Recorded notice of violation. PLOT PLAN: Complete parcel size and dimensions"'. Setbacks, side yard, easements, etc. Other buildings or structures. Grading, fills and/or drainage. Flood hazard. Special conditions on Parcel Map (Noise, SRA, Fire Sprinklers, Water Tender, Traffic and Drainage fees). FAU & FAS road setback. Building or utilities across lot lines (record form). OOR PLAN: Plans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building Code section 106.3.3). 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). Egress windows (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406). Required room sizes and ceiling heights (Uniform Building Code section 310.6). GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). Prohibited locations of gas water heaters (Uniform Plumbing Code 509& 1213.5). Prohibited locations of gas heating equipment (Uniform Mechanical Code 304.5). Garage firewall separation - required on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). Wood stove location - Alcove clearance (UMC section 205 confined space & 223 unconfined space): Smoke detectors (Uniform Building Code section 310.9.1). Water closet clearances (Uniform Plumbing Code 408.5). Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). M Page 1 of 2 STRUCTURAL DETAIELS: 1. Conventional construction — Unusually shaped buildings (Uniform Building Code section 2320.5.4). 2_ Standard bracing or engineered design (Uniform Building Code section 2320.11.3). 3... Clerestory requiring balloon framing and/or engineering. 4, Three story building requiring engineered calculations and plans. 5. Foundation plan complete enough to construct building. ,6. Floor construction details complete enough to construct building. i7! Elevations and wall construction details complete enough to construct building. �8 Roof construction details complete enough to construct building. ® Rafter ties or bearing ridge beam. �6 Fireplace construction details and calculations if necessary. 11. Garage door header size(s). 12. Porch header size(s). 13.. Stud heights. 14. Expansive soil -special foundation design required. 15. Retaining walls requiring design. 16. Special Inspection requirements. 17. Header sizes. 18. Gypsum wallboard nailing inspection required. MISCELLANEOUS ITEMS: Stairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section 006). Guardrails (Uniform Building Code section 509). Brick or stone veneer (Uniform Building Code section 1403). Exterior plaster — weep screeds (Uniform Building Code section 2506.5). Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). Roof covering type — (fire hazard). Foam insulation — protection. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). Two exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). Attic access and ventilation (Uniform Building Code section 1505). Combustion air for fuel burning appliances — LPG requirements. . Sound requirements. Energy design compliance and supporting documentation. Flashing at all exterior openings. y 1 . CDF responsible area requirements. 17. Building Permit requirements: ,J:sRA. —1.'7- Flood elevation certificate. 17.3. Fire Sprinklers required. : 17.4. Special Inspection requirements. 17.5. Use Permit conditions. 17.6. Sub -Standard Housing letter. Page 2 of 2 Sent By: BUTTE CO. ENVIRONMENTALHEALTH; 530 895 6512; V TO - FROM: SUBJECT: Jun -17-00 8:33AM; Page 1/1 Building Department Environmental Health Sanitation: Clearance .M_ U Ow r Rot P!M Act bad Flow plan 4Matr. Sen to &a. I I W Dak(.ti � 8 t� ee. �1Q,et fes. _tel r - Glu - lQU Owner location APAP Plan .Approv or: Sewage Disposal Water Supply: Public Private Well Clearance f dwelling. qxW a H03 final for: S e>�c csl4i;�. Final clearance O.K. for NOTE: Environmental Health Specialist 8/96 I - is -v) Date BUTTE COUNTY PARKS DEVELOPMENT FEE CERTIFICATION FORM CHICO AREA RECREATION AND PARK DISTRICT V Assessor Parcel Number(s) / /= (.--" . — ` C/ Property Owner 6- 1,1--e.,- L Project Location/Address Subdivision -Ac- (gt L., , f - _.sc[ Lot Number(s) -7 4- p Resid ential Development: (check one) New Development _Alteration/Addition _Mobilehome(s) _Non-Residentia: to Residential Total Number or Dwelling Units Comment: LJ&1CVV,-,L , . _�,2_ - -;,- - 0 0 Building Depart t Representative. Date Chico Area Recreation and Park District(CARD) certifies that C Inn �\nu►'�C� sq5- � ISS Applicant Name) (Phone Number) (Street Address) (City) State) Zip Code) has complied with the requirements of Butte Co. Resolution.No. 90-140 by payment for dwelling units @ $1,189 for total payment of $ -�� CARD Representative Date PAID BY CHECK NO. REMARKS: BANK NO. PAID BY CASH RECEIPT NO. Distribution: White --Applicant Pink --CARD park.fec (form revised 11/90) Yellow --But a uilding De Goldenro --City of Cliico Building Dept. I; ' ;!filar, >r? BUTTE. COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (Oneiorm per Building) School District / L ��. Building Department No. /00 A.P. Number ��'� 69 91 "`t9t9010 Jurisdiction: City R County Property Owner W tti I + -f f' I '��� I A) . Property Location/Address Subdivision . Lot No. .....................................,.........................................................................., Residential Development Sq. Footage No of Living Mobile Home Addition/ 'Supplemental to (Group R) Units Installation Conversion Permit # *(No foundation inspection): [................................................................................................................... Commercial/Industrial ?- ; Sq. Footage New Addition (Including Exterior Roofed Areas) Department clans reviewea by scnool Uistnct to - O �� Date District Identification No. / School District certifies thati2- (Applicant) (Street Address) (Phone Number) (City) (State) (Zip Code) has complied with the requuiirrements of Resolution No. representing �J 8� square feet. N School District Representative Paid by Check # / Remarks: yd ^ 9 g by payment of $ 0 9/022 , J1/ AB 2926 $ FULL MITIGATION $ (O Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified. by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school. district) feeform.x(s (10/98)dmm AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 ,. IIIII�III'�III"III�II) ("I'III�'I 2m®CD-01020831 Recorded Official Records County Of BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 03:35PM 06 -Jun -2000 I REC FEE 10.00 I CONFORM .00 I I . I Cindy I Page 1 of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date nnf%nrn1ry ^11M ana_ W fi -,r ►i 1Z C.. 0 h g L) AJ S1{ /}noiv 1. , tJi91�i7N State of California ) County of ? 0�� ) On lv —� l / before me S personally appearedfJffG% D 72f><J Z -/A) � -S Z-�/%1 ALL/ personally, known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my d and official sea. / Signature �%' . �/� <� !Seal: CARYN A. .. / Cornmbsion Ca A, P. # 10 Butte County MyCornryi.Exphm Sep 0M Recorders Office County Of I BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICI(SON Assistant 2OH—UM31 . REC FEE 10.90 CONFORMED COPY .00 TOTAL 10.09. CASH TOTAL TENDERED CHANGE .00 03:35PM 06—Jun-2200 289W606MI91 Cindy BTTREC28 Thank You Have a Nice Day! MERGER FOR DAHLIN - LOT A All that certain real property situate in'the County of Butte, State of California, described as follows; Being all of Lot 7 and a portion of Lot 8 as shown on that certain map entitled "ROCKY BLUFFS SUBDIVISION - PHASE 1" as filed in Book 126 of Maps, at Pages 60-65, more particularly described as follows; BEGINNING at the northeast corner of said Lot 7, said Point of Beginning being located on the southerly right-of-way line of Eagle Nest Drive; Thence leaving said Point of Beginning, along the east line of said Lot 7, South 02050121" West, 202.85 feet to the southeast corner of said Lot 7; Thence along the southerly line of said Lot 7 and the southerly line of said Lot 8, South 83014150" West, 290.00 feet; Thence leaving said southerly line of Lot 8, North 02004156 East, 268.27 feet to said southerly right-of-way line of Eagle Nest Drive; Thence along said right-of-way line and the northerly lines of said Lot 8 and said Lot 7, South 80013125" East, 139.86 feet to the beginning of a 630.00 foot radius curve concave to the North; Thence following said curve through a central angle of 13044104" a distance of 151.02 feet to the Point of Beginning. Containing 1.52 acres, more or less. Exhibit "A" Page 1 of 1 AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DMSION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 COPY of Document Recorded 06 -Jun -2000 2000-0020831 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT . Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte. State of California, described as follows: Date ,c s n © d nn/1nDn TV /\IIrkMn0. State of California ) County of v ) On befo me / e� personally appeared w/fGY ` D 24yL/1j !i� S N/ Z �//f`-h�L/IU personally (mown to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their, authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which. the person(s) acted, executed the instrument. WITNESS my Jdd and official sea,. / MERGER FOR DAHLIN - LOT A All that certain real property si.tuate in the County of Butte, State of California, described as follows; Being all of Lot 7 and'a portion of. Lot 8 as shown on that certain map entitled "ROCKY BLUFFS SUBDIVISION - PHASE 1" as filed in Book 126 of Maps, at Pages 60-65, more particularly described as follows; BEGINNING at the northeast corner of said Lot 7, said Point of Beginning being located on the southerly right-of-way line of Eagle Nest Drive; Thence leaving said Point of .Beginning, along the -east line of said Lot 7, South W50121" West, 202.85 feet to the southeast corner of said Lot 7; Thence along the southerly line of said Lot 7.and the southerly line of said Lot 8, South 83014150" West, 290.00 feet; Thence leaving said southerly line of Lot 8, North 02004156" East, 268.27 feet to said southerly right-of-way line of Eagle Nest Drive; Thence along said right-of-way line and .the northerly lines of said Lot 8 and said Lot 7, South 80013125" East, 139.86 feet to the beginning of a 630.00 foot radius curve concave to the North; Thence following said curve through.a central angle of 13044104" a distance of 151.02 feet -to the Point of Beginning. Containing 1.52 acres, more or less. Exhibit "A' Page 1 of 1 ❑ APPROVED 21<0NDITIONALLY APPROVED ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL PERMIT CLEARANCE Permit #: C1 S� Date: S—� S— C C7 Genera/Information AP#: ���-.6 UQ-1O� Owners Name: Parcel Acreage: I S'22 Q C - Owners Address: -So 2� �pN �il� �� (-1 i , c I -a i e, C) Building Site Address: 8 e—il C L ij es T (� ProDeltV Information Permit Type: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Home SFD ❑ Residential Accessory ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel ❑ Septic ❑ Well ❑ Other Zone District: R Date of Zoning Ordinance: General Plan: L t Development Agreement: Use Permit: Variance: Parcel Is In: Land Conservation Agreement IS No ❑ Yes, check use Minimum Acreage: Nitrate Action Plan ® No ❑ Yes Violation Area IN No ❑ Yes Specific Plan - No ❑ Yes ❑ Chico ❑ D2N ❑ Cohasset Enterprise Zone ® No ❑ Yes, check use ® N0 ❑ Yes � Floodplain Zone: Ix Panel Number: Qy Watershed Protection Zone ggNo ❑ Yes Pr000sed Use Complies With: 9 General Plan R Zoning Pr000sed Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit Commercial/Industrial/Multi-Familv Uses: - - Parking: ❑ Parking Requirements are OK as Shown Landscaping: ❑ Landscaping Requirements are OK as Shown Road and Drainage Improvements Required: ❑ No ❑ Yes Applicable Setbacks: ❑ Other ❑ Other ❑ Accessory Building Use Zoning Code Street•& Highways Fire Prevention Subdivision Ma Front Side Side street Rear Heiaht Environmental Health Lssues. -'arcel Septic Permit Review: Well Permit Review: Land Development Review: Permit C/earance Agriculture Affidavit Required ❑ No ❑ Yes Designated Well Site ❑ No ❑ yes Drainage Plan (Com/Ind/Multi) ❑ No ❑ Yes Deeds Date of Creation: Legal Access Provided: Deed Reference: 8 — i `3 12�" Legal Access Required: Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: ❑ No (_—]Yes Comments: ❑ No ❑ Yes ❑ No ❑ Yes Map Date of Recording: Lot: _ t —% Block.. Book: Z f� Page: �� b -onditions That Must be Met Pricr to issuance of Permit• ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Creation Deed ❑ Comply with condition no. of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Construction across property lines is not permitted (See Land Development for a Merger Application/Lot Line Adjustment). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Construct road to ❑ Meet parcel size required by zone ❑ Meet current EHD requirements. ❑ Other ;eneral Comments: CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Proje.ct_. Title.... The, .Dahlin..Residence,. _ ..,. Date. -.04/25J-00 17:48:-58 Project Address........ 68 Eagle Nest Drive ***** Chico *v5. Documentation Author... Marty Runnells ****1* Building Permit__9 Energy Calculation Services ' — („ 1907 Mangrove Avenue, Suite E PI -aft PI-aftCheck Date Chico, . CA .95926 530-894-8466 Field Check/ Date' Climate Zone........... 11 Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc.- MICROPAS5 v5.10 File -00133S Wth-CTZ11S92 Program -FORM CF -1R . User#-MP1333 User -Energy Calculation Servic Run -3587 SF Res. -Submittal GENERAL INFORMATION Conditioned Floor Area..... 3587 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 10 deg (N) Number of Dwelling Units... 1 Number of Stories.......... 2 Floor Construction Type.... Raised Floor Glazing Percentage......... 25.1 % of floor area Average Glazing U -value.... 0.56 Btu/hr-sf-F Average Glazing SHGC....... 0.66 Average Ceiling Height..... 11.1 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -value Location/Comments Wall n/a R-19 R-n/a R-19 0.065 PLAN FRONT FRONT LEFT, LEFT BACK, BACK LEFT RIGHT, KNEE WALL Roof n/a R-30 R-n/a R-30 0.031 TO ATTIC, VAULTED Floor n/a R-19 R-n/a R-19 0.037 RAISED FLOOR FENESTRATION . ,. .Over - Area U- Interior Exterior hang/ Orientation (sf) Value SHGC Shading Shading Fins Window Front (N) '72.0 0.5500.650 Standard Standard Yes Window Front (N) —72.0 0.550 0.650 Standard Standard Yes Window Front (N) -72.0 0.550 0.650 Standard Standard Yes Window Front (N) ,72.0 0.550,. 0.650 Standard Standard Yes Window Front (N) —10.0 0)550; 0.650 Standard Standard Yes Window Front (N) 20.0 0.5201 0.670 Standard Standard Yes Window Front (N) -T0.0 0.550 0.650 Standard Standard Yes Window Front (N) x'13.4 0.520 0.670 Standard Stan r1 Yes Window Front (N) v84.0 0.550 0.650 Standard S. Ye Window Front (N) 6.0 0.520 0.670 Standard :P Yes Window Front (N) "40.0 0 �550� 0.650 Standard r h`' Yes Window Front (N) ;721.0 0.550, 0.650 Standard,' aa Yes nd Yes Window Front (N) 0.5 0.550 0.650 Standae Window Front (N) r�31.5 0.520 0.670 Stan andard Yes CERTIFICATE OF COMPLIANCE: RESIDENTIAL. Page 2 CF -1R Project Title..,: The Dahlin Residence . :;. r.•.f. .. -r ..!•. .t MICROPAS5 v5.10 File -00133S Wth-CTZ11S92 Pro. Jram-FORM CF -1R.;, User#-MP1333 User -Energy Calculation Servic Run -%587 SF Res. -Submittal FENESTRATION Equipment Type Gas ACSplit Minimum Duct Efficiency Location 0.800 FUEi Crawlspace '�7-1-3_.00 SEERS Crawlspace Duct Tested Duct ACCA Thermostat R -value Leakage Manual D Type R-4.2 No R-4.2 No WATER HEATING SYSTEMS Number in Energy Tank Type Heater•Type Distribution Type System Factor SPECIAL FEATURES AND MODELING ASSUMPTIONS• No Setback No Area U- External Interior Exterior Over - hang/ Orientation (sf) Value SHGC Shading Shading Fins Window Front (N) '31.5 0.520 0.670 Standard Standard Yes Window Left (E) V10.0 0. 550' 0.650 650 Standard f Standard _ :: '± '" :..: None Window Left (E) ✓5.0 0.520 '0.670 Standard Standard None Window Back (S) X9.0 0.550 0.650 Standard I Standard Yes Window Back (S) -/15:0 0.520 0.670 Standard i Standard '"'Yes Window Window Back (S) ✓9.0 /15.0 0.550 0.650 Standard Standard Yes Back (S) 0.520 0.670 Standard Standard Yes' Window Back (S) 12.0 0.520 0.670 Standard ' Standard Yes Door Back (S) 20.0 O)550 0.650 Standard Standard Yes Window Back (S) 12.0 ON520 0.670 Standard Standard Yes Window Left (SE) ✓15.0 01550 0.650 Standard Standard Yes Window Back (S) ,-,25.0 0.550 0.650 Standard Standard Yes Window Back (S) ✓50.0 0.550 0.650 Standard Standard Yes Door Back (S) 0.0 0.550 0.650 Standard Standard Yes Window Back (S) 10.0 0.520 0.670 Standard. Standard Yes Window Back (S) -10.0 0.520 0.670 Standard Standard Yes Window Back (S) X12.0 0.550 0.650 Standard Standard Yes ,Window Back (S) ✓44.0 055 0) 0.650 Standard Standard Yes Window Right (W) X0.0 0.f[55, 0.650 Standard Standard None Window Right (W) '10.0 0.50 5 0.650 Standard Standard None Window Right (W) `fO.0 0.550 0.650 Standard Standard None Skylight Back (S) -16.0 0.94© 0.730 None None None Skylight Back (S) .,16.0 0.940 0.730 None None None Skylight Back (S) X8.0 0.94 0.730 None None None HVAC SYSTEMS Equipment Type Gas ACSplit Minimum Duct Efficiency Location 0.800 FUEi Crawlspace '�7-1-3_.00 SEERS Crawlspace Duct Tested Duct ACCA Thermostat R -value Leakage Manual D Type R-4.2 No R-4.2 No WATER HEATING SYSTEMS Number in Energy Tank Type Heater•Type Distribution Type System Factor SPECIAL FEATURES AND MODELING ASSUMPTIONS• No Setback No -Setback Tank External Size Insulation (gal) R -value *** Items in this section should be documented on the plans".,*** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates non-standard Duct Location. ........,._.�.......i:.-:3•..z•:r...ir.,...akv..wiw.ara.i.��✓.....-.a..e.._...�.....".."._...s...v.-a.... ... �...w.�f .-..s ....... .. a•....�..c.w.�.r..u.....�.......:.......-".._....�..,.....v�.. .......... ..e v�... .. .. .... .. .. CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R -Pro lect'­Tithe, _.>, The MICROPAS5 v5.10 File -00133S Wth-CTZ11S92 Prwram-FORM CF -1R:;: User#-MP1333 User -Ener Calculation Servic Run `587 SF Res. -Submittal User -Energy �s COMPLIANCE STATEMENT ,:This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the " California Code 'of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER Name.... Glenn Bruno Company. Architect Address. 131 Main Street Chico, CA 95928 Phone... 530.895.1125 License. Signed.. ate ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed. ate DOCUMENTATION AUTHOR Name.... Marty Runnells Company. Energy Calculation Services Address. 1907 Mangrove Avenue, Suite E Chico, CA 95926 Phone... 530-894-8466 MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Projec.t.dT tle.::.....s.a..e T•he: Dahlin Residence..: Date�:,.0.4/25/00,�17:48,:58•, . . ****** Project Address........ 68 Eagle Nest Drive Chico *v5. 1C` Documentation Author... Marty Runnells ****** Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite E Plan Check Date Chico, ' CA •95926 530-894-8466 Field Check/ Date Climate Zone......... 11 Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File -00133S Wth-.CTZllS92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -3587 SF Res. -Submittal 7.77. Note: Lowrise residential buildings subject to the Standards must coritait'.tliese measures regardless of the compliance approach used.' Items marked* with'"an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist. is incorporated into't,he permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. f 150(b): Loose fill insulation manufacturer's labeled R -Value. .� *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal frame walls (does not apply to exterior mass walls). ✓ *150(d): Minimum R-13 raised floor insulation in framed floors. 150(i): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 perm/inch.- 118: Insulation specified or installed meets CEC quality .standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -value, certified s'olar heat gain coefficient, and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. .� 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. tYA,- 150(f): Special infiltration barrier installed to comply with �A Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a: Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. -No continuous burning gas pilots allowed.- MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 . MF -1R Project, The. Dahlin Residence—_ Date. 04/25/QO_;;1,7:48;58_..,, MICROPAS5 v5.10 File -00133S Wth-CTZ11S92 Pro .am -FORM MF -1R;,, User#-MP1333 User -Energy Calculation Servic Run -~.087 SF Res. -Submittal �T SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-113: HVAC equipment, water theaters, showerheads and faucets certified by the Commission.. ✓ 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA.� ✓ I50(i): Setback thermostat on all applicable heating and/or cooling systems. 150(1): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor of less than 0.58 must be externally wrapped with insulation " having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar systems, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect ✓ hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums constructed, installed, in- sulated, fastened, and sealed to comply with the ICBO 1997 UMC sections 601 and 603; ducts insulated to a minimum installed R-4.2 or ducts enclosed entirely within conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant or other duct closure system that meets the applicable requirements of UL181, UL181A, or UL181B and other applicable specified tests for longevity given in Sec. 150(m). 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers.' 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation NA pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). '� MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R Project -Title-.,., .•.: The. Dahlin . Residence .Date ., .04/25•/00:, :17,:4.8.: 58 MICROPAS5 v5.10 File -001335 Wth-CTZ11S92 Pro -A. -am -FORM MF -1R.;;:. User#-MP1333 User -Energy Calculation Servic Run -:587 SF Res. -Submittal 'LIGH`T'ING MEASURES ' 150(k)1: Luminaires for generali.lighting in kitchens shall .have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general.•lighting ;..shall be controlled by a switch on a'readily accessible lighting control panel at an entrance to'the kitchen. 150(k)2: Rooms with a shower or,bathtub must either have at least one luminaire with lamps with an efficacy of 40 .lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. Design- Enforce- er ment COMPUTER METHOD SUMMARY Page 1 C=2R ,Project Title.......... The Dahlin Residence... ,. 'Date..04/25/00;-:17;48,:-58, Project Address........ 68 Eagle Nest Drive Chico *v5 .1(':. Documentation Author... Marty Runnells ***** Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite E Plan Check Date Chico, , CA •95926 530-894-8466 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc•.- MICROPAS5 v5.10 File -00133S Wth-CTZ11S92 Program -FORM C -2R,. User#-MP1333 User -Energy Calculation Servic Run -3587 SF Res. -Submittal' MICROPAS5 ENERGY USE SUMMARY, Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin. Space Heating.......... 14.84 16.10 -1.26 Space Cooling.......... 14.18 12.24 1.94 Water Heating.......... 7.94 8.35 -0.41 Total 36.96 36.69 0.27 *** Building complies with Computer Performance *** Zone Type GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area.....:..: Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... Floor Area Volume (sf) (cf) 3587 sf Single Family Detached New Front Facing 10 deg (N) 1 2 ReducedYear Raised Floor 1 39773 cf 0 sf, 25.1 % of floor area 0.56 Btu/hr-sf-F 0.66 11.1 ft BUILDING ZONE INFORMATION ## of Dwell Cond- Thermostat Units itioned Type HOUSE Residence 3587 39773 1.00 Yes Setback Vent Vent Air Height Area Leakage (ft) (sf) Credit 8.0 Standard No 7 COMPUTER METHOD SUMMARY Page 2 C -2R Project Title .?... +.:... The; Dahlin Residence. • Date .. 04/25/00 17:48:58 MICROPAS5 v5.10 File -00133S Wth-CTZ11S92 Proc;am-FORM C -2R User#-MP1333 User -Energy Calculation Servic Run 387 SF Res. -Submittal OPAQUE SURFACES • Area U- Insul Act Solar Form 3 Location/• Surface (sf) value R-val Azm Tilt Gains Reference Comments HOUSE 1 Wall 659 0.065 19 10 90 Yes None PLAN FRONT. 2''Wall 27 0.065 19 55 90 'Yes None FRONT •LEFT, y,, . •, :.. 3'Wall 675 0.065 19 -100 90 Yes None LEFT 4'Wall 1078 0.065 19 .190 90 Yes None BACK 5 Wall 21 0.065 19 145 90 Yes None ' BACK LEFT 6 Wall 694 0.065 19 280 90 Yes None RIGHT 7 Wall 9 0.065 19 280 90 Yes None , KNEE WALL 8 Roof 783 0.031 30 n/a 0 Yes None TO ATTIC 9 Roof 906 0.031 30 10 22 Yes None VAULTED. 10 Roof 1338 0.031 30 190 22 Yes None VAULTED 11 Floor 199 0.037 19 n/a 0 No None RAISED FLOOR FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE 1 Window Front (N) 72.0 0.550 0.650 10 90 Standard/0.76 Standard/0.68 2 Window Front (N) 72.0 0.550 0.650 10 90 Standard/0.76 Standard/0.68 3 Window Front (N) 72.0 0.550 0.650 10 90 Standard/0.76 Standard/0.68 4 Window Front (N) 72.0 0.550 0.650 10 90 Standard/0.76 Standard/0.68 5 Window Front (N) 10.0 0.550 0.650 10 90 Standard/0.76 Standard/0.68 6 Window Front (N) 20.0 0.520 0.670 10 90 Standard/0.76 Standard/0.68 7 Window Front (N) 10.0 0.550 0.650 10 90 Standard/0.76 Standard/0.68 8.Window Front (N) 13.4 0.520 0.670 10 90 Standard/0.76 Standard/0.68 9 Window Front (N) 64.0 0.550 0.650 10 90 Standard/0.76 Standard/0.68 10 Window Front (N) 16.0 0.520 0.670 10 90 Standard/0.76 Standard/0.68 11 Window Front (N) 40.0 0.550 0.650 10 90 Standard/0.76 Standard/0.68 12 Window Front (N) 21.0 0.550 0.650 10 90 Standard/0.76 Standard/0.68 13 Window Front (N) 10.5 0.550 0.650 10 90 Standard/0.76 Standard/0.68 14 Window Front (N) 31.5 0.520 0.670 10 90 Standard/0.76 Standa"rd/0'':'68 15 Window Front (N) 31.5 0.520 0.670 10 90 Standard/0.76 Standard/0.68 16 Window Left (E) 10.0 0.550 0.650 100 90 Standard/0.76 Standard/0:68 17 Window Left (E) 5.0 0.520 0.670 100 90 Standard/0.76 Standard/0.68 18 Window Back (S) 9.0 0.550 0.650 190 90 Standard/0.76 Standard/0.68 19 Window Back (S) 15.0 0.520 0.670 190 90 Standard/0.76 Standard/0.68 20 Window Back (S) 9.0 0.550 0.650 190 90 Standard/0.76 Standard/0.68 21 Window Back (S) 15.0 0.520 0.670 190 90 Standard/0.76 Standard/0.68 22 Window Back (S) 12.0 0.520 0.670 190 90 Standard/0.76 Standard/0.68 23 Door Back (S) 20.0 0.550 0.650 190 90 Standard/0.76 Standard/0.68 24 Window Back (S) 12.0 0.520 0.670 190 90 Standard/0.76 Standard/0.68 25 Window Left (SE) 15.0 0.550 0.650 145 90 Standard/0.76 Standard/0.:68 26 Window Back (S) 25.0 0.550 0.650 190 90 Standard/0.76 Standard/0- 68-27 Window Back (S) 50.0 0.550 0.650 190 90 'Standard/0.76 Standard/0.68 28 Door Back (S) 20.0 0.550 0.650 190 90 Standard/0.76 Standard/0.68 29 Window Back (S) 10.0 0.520 0.670 190 90- Standard/0.76 Standard/0.68 30 Window Back (S) 10.0 0.520 0.670 190 90 Standard/0.76 Standard/0.68 31 Window Back (S) 12.0 0.550 0.650 190 90 Standard/0.76 Standard/0:68 32 Window Back (S) 24.0 0.550 0.650 190 90 Standard/0.76 Standard/0.68 COMPUTER METHOD SUMMARY Page 3 C -2R Project'Title:...:..... The Dahlin Residence Date..,. 04/25/0'0 17:48:.58 MICROPAS5 v5.10 File -00133S Wth-CTZ11S92 Pr(;ram-FORM C -2R,;,* User#-MP1333 User -Energy er-Ener Calculation Servic Run-Ii587 SF Res. -Submittal F,NESTRATION SURFACES Area U- Act -Exterior Shade Interior Shade Orientation (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC 33 Window Right (W) 10.0 0.550 0.650 280 90 Standard/0.76 Standard/0:68 34: Window Window Right Right (W) (W) `• 10.0 10 0 0,.550 0 . 550 0.650 . 650 280 280 90.r 90':,' Standard/0.76 Standard/0.76 Standard/0.68, Standard/0.:,68 35 36 37 Skylight Skylight Back Back , (S) (S) . 16.0 16.0 0.940 0.940 ,.0 0.730' 0.730 190 190 22.,. 22' None/1 None/1 None/1" None,/1 .,'. .'`. , 38 Skylight Back (S) 8.0 01.940 0.730'190 22 Non'e/1 None/1 OVERHANGS AND SIDE FINS i Window- Overhang Left Fin Right Fin - Surface Area (sf) Wdth Hgth Dpth Hght Left Ext Rght Ext Ext Dpth Hght Ext Dpth•Hght HOUSE 1 Window 72.0 n/a 8 5 0 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 72.0 72.0 n/a 8 8 5 3 0 0 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 3 4 Window Window 72.0 n/a n/a 8 3 0 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 10.0 n/a 5 5 3 3 2 2 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a. n/a n/a. n/a n/a n/a 6 7 Window Window 20.0 10.0 n/a n/a 5 3 2 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 13.4 64.0 n/a 1.67 8 3 3 0 3.5 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 9 10 Window Window 16.0 n/a n/a 2 3 1 n/a n/a n/a n/a n/a n/a n/a n/a 11 Window 40.0 n/a 6.67 3.5 3 3 0 0 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 12 13 Window Window 21.0 10.5 n/a n/a 3.5 3 0 n/a n/a n/a n/a n/a n/a n/a n/a 14 Window 31.5 n/a 3.5 3.5 3 3 0 0 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 15 18 Window Window 31.5 9.0 n/a n/a 3 3 5 n/a n/a n/a n/a n/a n/a n/a n/a 19 Window 15.0 n/a 5 3 0 5 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a, n/a n/a n/a 20 21 Window Window 9.0 15.0 n/a n/a 3 5 3 3 0 n/a 'n/a n/a n/a n/a n/a: n/a­,nr/a 22 Window 12.0 n/a 8 4.5 1 1 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 23 24 Door Window 20.0 12.0 n/a n/a 8 8 4.5 4.5 1 n/a n/a n/a n/a n/a n/a n/a n/a 25 Window 15.0 n/a 5 5 3 3 .5 0 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 26 27 Window Window50.0 25.0 n/a n/a 5 3 0 0 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 28 29 Door Window 20.0 10.0. n/a n/a 6.67 1.67 18 3 0 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 30 Window 10.0 n/a 1.67 4 3 3 0 0 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 31 32 Window Window 12.0 24.0 n/a n/a 4 3' 0 n/a n/a n/a n/a n/a n/a n/a- -n/a COMPUTER METHOD SUMMARY Page 4 C -2R Project Title........... The Dahlin Residence Tara n c /n ri ,.- A o .-CO MICROPAS5 v5.10 File -00133S Wth-CTZ11S92 Pro`xam-FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -587 SF Res. -Submittal System Type HOUSE Gas ACSplit Tank Type 1 Storage • HVAC SYSTEMS M' inimum , Duct Efficiency Location Duct Tested Duct-., ACCA R -value Leakage Manual..D Duct Eff I. 0.800 AFUE Crawlspace R-4.2, No No:•.,-,:. 0.772 13.00 SEER C�-awlspace R-4.,,2 No No � :' ,;*'-=:, :. ;0 :,6-89 WATER HEATING SYSTEMS Number Tank External in Energy Size Instil'ation Heater Type Distribution Type System 'Factor (gal). R -value Gas Recirc/Timer 1 .60 50 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications,and *** *** verified during plan check and field inspection. *** This building incorporates non-standard Duct Location. REMARKS HVAC SIZING Page 1 HVAC Project Title.......... The:Dahlin Residence Date..04/.25/00 17:48:58 Project Address........ 68 Eagle Nest Drive ****** Chico *v5 . '1-.,;k . Documentation Author... Marty Runnells ****A*- — Fuliding Permit Energy Calculation Services c� 1907 Mangrove Avenue, Suite E Plan Check Date Chico,,, CA • 95926 530-894-8466 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File -001335 Wth-CTZ11S92 Program -HVAC SIZING, User#-MP1333 User -Energy Calculation Servic Run -3587 SF Res. -Submittal GENERAL INFORMATION 13191 Floor Area...... ......... 3587 sf Volume ..................... 39773 cfi Front Orientation.......... Front Facing 10 Sizing Location............ CHICO EXP STA Latitude ................... 39.7 degrees Winter Outside Design...... 27 F Winter Inside Design....... 70 F Summer Outside Design...... 102 F Summer Inside Design....... 78 F Summer Range ............... 37 F Interior Shading Used...... Yes Exterior Shading Used...... Yes Overhang Shading Used...... Yes Latent Load Fraction....... 0.20 Description HEATING AND COOLING LOAD SUMMARY deg (N) Heating Cooling (Btuh) (Btuh) Opaque Conduction and Solar...... 13191 8681 Glazing Conduction ............... 21683 12102 Glazing Solar .................... n/a 16312 Infiltration ..................... 25151 8265 Internal Gain ..................... n/a 2325 Ducts ............................ 6002 2384 Sensible Load .................... 66027 50069 Latent Load ...................... n/a 10014 Minimum Total Load 66027 60082 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all - factors when selecting the HVAC equipment. INTER -DEPARTMENTAL MEMORANDUM TO: BUILDING DIVISION, OROVILLE FROM: ENVIR. HEALTH, CHICO DATE: RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNERNAME: SEPTIC: WELL: AP#: bit -&ao- tuo- ADDRESS/LOCATION: 6 A6YL Dr v Comments: GL/memos/releasehold V��' I/fgro -)- D-oo STRUCTURAL CALCULATIONS Frank M. Glazewski architect Structural designer 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 953 Fax (530) 894-3422 BUTTE COUNTY ®ILDING° DEPARTMENV I Frank Glazewski - Architect Date 1131100 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 General data Job name Dahlin residence Job No. 99-073 Code used 11997 Uniform Building Code Jurisdiction Butte County Wind loading Basic wind speed 75 Imph Exposure B / Design method Normal force method Structure category Endosed Seismic Seismic zone 0 Gravity loading Assemblv DL LL Reducible LL? Sloped roof - less than 4:12 0.021 0.020 y Sloped roof - greater than 4:12. 0.000 0.000 y Typical floor 0.010 0.040 y Floor 2 0.000 0.000 y Soil data Allowable bearing 1.500 ksf UBC Classification 4 Soil Frank Glazewski - Architect Date 1131100 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Soil data Job name Dahlin residence / Soil classification: 4 Reference table 18-1-A 1997 UBC Soil weight: 0 110 kcf J Input data for user defined classification Allowable bearing pressure 0.000 ksf Max. allowable pressure 0.000 ksf Increase for depth 0.000 ksf/ft depth Increase for width 0.000 ksf/ft width Friction coeficient 0.000 Lateral bearing (passive) 0.000 ksf/ft. of depth below grade Increase for wind/seismic 1.330 Include footing weight when calculating soil pressure ? yes Soil data used for design / Allowable bearing pressure 1.500 ksf Max. allowable pressure 4.500 ksf Increase for depth 0.300 ksf/ft depth Increase for width 0.300 ksf/ft width Friction coefficient 0.250 ✓ / Lateral bearing (passive) 0.150 ksf/ft. of depth below grade Increase for wind/seismic 1.330 Resistance 0.000 ksf Page 1 OF Frank M. Glazewski Architect JOB SHEET NO. BY DATE _ +`/P (° =(� 1 -�-c�e I�-o M(�G li5 -TL ------ 11,0 f>mL wam VJli� Clot- JvQd ST0✓16 - C ru.1+wrej S+elle 'P IaS�-�✓ s Gva�G (n P `�1 �s C, rn So '$.o 1 -✓r z -o IO 27.5 oso ob, orsf 4 Frank M. Glazewski Architect SOB SHEET NO. BY DATE OGca SJ14Mu ✓V �r`e o bei! cj o Vlo� rMOe 2,o P 7- -Fv�� 3.3 Ars c, t's 'b` TL ZS �Se. z(,D fS- w, o r4 5 ' Frank Glazewski - Architect . Date 1/31100 u `= 30.750 1907 Mangrove Avenue Suite E 738.000 5 ffl25 1x 5 Chico, California 95926 Tel(530)343-4630 ' Design capacity of framing members 46.870 10.570 1441.410 Job name Dahlin residence 5.125x18 66.140 Load duration factor9.25 1 ✓ Unless noted, 2x and 4x members are DF#2.6x members are DF#1 Member size Mcap. Vcap I(in^4) ' 2x4 0.419 0.416 5.360 IF 2x6" 0 g9a6- w = 0 654: 20 X80 2x8 1.438 0 47.640 1, 'Ili.861 - . 2 45 i 1099 98 930 2x12 2.884 1.336 177.980 2x14: 3, 60U` ° 1574 , �-- '2901775 . 44 0.978 0.970 *12.510 4x, a. _ 2 09F1 _n = 1524 w 8 530`- . 48 3.633 2.009 111.150 4z1Os . ::. : - .: - 5g 25fi2$30f840 412 _.r. 7.403 3.118 415.280 ' 6x6 3.900 2.143 76.260 6x10 11.030 3.604 362.750 6x14 22.259 5.163 1066.180 3125x10 55 ��14.355u Y4 51 3014:70 3.125x12 18.750 5.156 450.000 3.125x15 28.580 6.445 878.910 312 x�16�534 ` �,� k�� 7 090 ����1169 820 3.125x18 40.329 7.735 1518.750 X5125 1x 0 , : _ ; ._ 235543 �. • 739�9�� . s` Y �_� r.- 494i4�0`U -.-.. 5.125x12 u `= 30.750 8:456 738.000 5 ffl25 1x 5 5.125x15 46.870 10.570 1441.410 5 5x16 5s� 1W918 5<10 1 5.125x18 66.140 12.685 2490.750 JOB BY �Xfc) L z�<<��� Frank M. Glazewski Architect M aX _ \1` SHEET NO. DATE \�o MAXSPAN2 b "Wel-MMI ------------------------------------------------------------------------ Rev 9-28-93 Wood joists - span capacity 1/31/00 ------------------------------------------------------------------------ Description >>Typical roof rafters ------------GENERAL DAT ------------ Load duration facto> 1.250 Joist spacing > 24.000 ches Repetitive (Y/N)?> inche TIES--------------------------- ' Area > 13.875 in"2 ------------LOADING DATA ----------- Moment of inertia > 98.932 Dead load > .021 'ksf Live load > .020 ksf Total load > .041 ksf Tributary load > .082 klf ----------------------------------- Concentrated load> .000 kips Eq uniform load > .000 klf -------------------------- DFL NO2 875 575 -SE Member thickness 1300 > f.500 Member width > 1.100 > 9.250 Section modulus Size factor Cf > ------------GENERAL DAT ------------ Load duration facto> 1.250 Joist spacing > 24.000 ches Repetitive (Y/N)?> inche TIES--------------------------- ' Area > 13.875 in"2 Moment of inertia > 98.932 in -4 --------------------------LUMBER DESIGN VALUES -------------------------- Base values ' Species Grade Fb Ft Fv Fc1 FcJJ E DFL NO2 875 575 95 625 1300 1600000 Size factor Cf > 1.100 (APPLY TO Fb) Size factor Cf > 1.100 (APPLY TO Ft) Size factor Cf > 1.000 (APPLY TO Fc[L) Repetitive member factor Cr > 1.150 Adjusted values Species Grade Fb Ft Fv Fcl FcJJ E DFL NO2 1384 633 119 625 1300 1600000 -----------------------------MAXIMUM SPANS ------------------------------ Max. span as limited by: Bending > 15.512 feet Shear > 26.791 feet ' Total load deflection (L/240) > 16.248 feet 15w-D`� 6TL > .812 inches i Live load deflection (L/360) > 18.025 feet ' 6LL > .600 inches ' -------------------------CONCENTRATED LOAD CHECK ---- -------------------- Check uniform DL additive with concentrated load? > Y Max span as limited by concentrated loading > .000 feet ' Check stresses due to concentrated loading.... V uniform DL > .000 kips V concentrated load > .000 kips V cap of joist > 1.098 kips <ok> % of allowable > .000 M uniform DL > .000 ft -kips M max with load at midspan > .000 ft -kips M cap of joist > 2.466 ft -kips <ok> % of allowable > .000 ---Deflection--- ' Uniform DL deflection > .000 inches Concentrated load deflection > .000 inches Total load deflection > .000 in. L/ 0 MAXSPAN2 a1 10:42 AM ------------------------------------------------------------------------ Rev 9-28-93 ------------------------------------------------------------------------ Wood joists - span capacity 2/13/00 Description >>Typical roof rafters. > 40.187 feet Total load deflection (L/240) ------------LOADING DATA ----------- ------------GENERAL DA ------------ Dead load > .021 ksf Load duration factor 1.250 Live load > .020 ksf Joist spacing > 16.000 'nches Total load > .041 ksf Repetitive (Y/N)?> Y Tributary load > .055 klf Check uniform DL additive with concentrated ----------------------------------- Concentrated load> .000 kips > Eq uniform load > .000 klf ---------------------------S OPERTIES --------------------------- Member thickness .000 > 1.500 1 ches Member width .000 > 9.250ches V cap of joist Section modulus 1.098 > in -3 Area .000 > 13.875 in^2 Moment of inertia .000 > 98.932 in -4 LUMBER DESIGN VALUES Base values Species Grade Fb DFL NO2 875 Size factor Cf Size factor Cf Size factor Cf Repetitive member factor Cr Adjusted values Ft Fv 575 95 > 1.100 > 1.100 > 1.000 > 1.150 Species Grade Fb Ft DFL NO2 1384 633 -----------------------------MAXIMUM Max. span as limited by: FC1 FcJ1 E 625 1300 1600000 (APPLY TO Fb) (APPLY TO Ft) (APPLY TO Fc1) Fv Fc1- FcJJ E 119 625 1300 1600000 SPANS ------------------------------ Bending > 18.998 feet Shear > 40.187 feet Total load deflection (L/240) > 18.600 feet Is STL >V^ .930 inches AA Live load deflection (L/360) > 20.634 feet 6LL > .687 inches -------------------------CONCENTRATED LOAD CHECK ------------------------ Check uniform DL additive with concentrated load? > Y Max span as limited by concentrated loading > .000 feet Check stresses due to concentrated loading.... V uniform DL > .000 kips V concentrated load > .000 kips V cap of joist > 1.098 kips <ok> 0 of allowable > .000 M uniform DL > .000 ft -kips M max with load at midspan > .000 ft -kips M cap of joist > 2.466 ft -kips <ok> of allowable > .000 ---Deflection--- Uniform DL deflection > .000 inches Concentrated load deflection > .000 inches Total load deflection > .000 in. L/ 0 JOB BY Frank M. Glazewski Architect FIK- I VJ1 1/2 -Coy( 4 .olo W2= 3/2�.0-t(�+,OIs3 = ,o -42.x'0 Rfz P(_ 2SZ'-- fez= -11� vMr-K _ 139 t4 -Z W -r L3/2(,o'-it)+,olo=,0--�2.'-[' SHEET NO. DATE 2xt0(:-Q *,2 l3)c�,,p_ 2, l`/5- " GIZS% F- I = K Z = , 2SI k F 35 ec,� e-,. A. o k— . 4141 "- 2xlod.y 2- Frank M. Glazewski Architect JOB BY F -P.-3 t.J-r = 512- ( 0 r7(1) t , 010 PK-/ PI = 2,12K Rz- = - 59 " ,4?2 /l'1 x = a oo'�` V— ex = 1,107 K Hl = /oiZ�ou1�4-,0(0 = 133 t-1 P,2- Z �2r = 1,13 K /� rnax= l,2Cor� 2-2)uo,Af-42 .---1 SHEET NO. DATE Frank M. Glazewski Architect JOB SHEET NO. BY DATE _ EZR- S wL- 5/Z�_o�trJ+.old _ • t13�/� P2' L)Se o 3,1S' P1 �y wZ -----....... 3.25' Il.o' - - _ I-----------_ ----------- --------- uk- rvl,,^-x = (,39 (k - vn = .3b"' Vw,Ax= . S(oI K 2x K) A-�* z ./ JOB BY V✓/ = 9/2(og1) +,oho = .o`f2V-/' wz; 6v&(OL41)4-.D(D= .133 /• F1 = opl'4 0,,1 , oce leS PZ: . up(1-�fs _ Ll�/43� oil r - (Y) r, 0A. 1.`11" -M = .yqlk Frank M. Glazewski Architect SHEET NO. DATE 13 n ,_ Frank M. Glazewski Architect JOB SHEET NO. BY DATE _ RR-�- S�S� 5,25 vjr� � lel = , o z tv / —, 04 vn rn 1,0� /_2.1G -- 509` ZIx- t0,A4# -2— C C, cC,I o9�1``�125°ice U�C ZxIo Cog Z.,t 2y"0/c Frank M. Glazewski Architect JOB SHEET NO. BY DATE 1 k.)tL-= YZ C o'1l) 4-,010 = . I-'LIk// WtwtcUc = ►.33�� I�S R Z - 1, 6-4' 93 ; 34 V WtwtcUc = ►.33�� I�S Frank M. Glazewski Architect JOB BY rR-1 Z-- S/Mple ['0; 61ZCogI) f,oto:.13V-'/, �9-10 Zx��GQ� Z �� Yl I& SHEET NO. DATE e JOB BY Ce, lI!h5 �o (S-rS --i qc, ra.cle WO VJA Frank M. Glazewski Architect SHEET NO. DATE 0 MAXSPAN2 i10 10:45 AM ------------------------------------------------------------------------ Rev 9-28-93 Wood joists - span capacity 2/13/00 ------------------------------------------------------------------------ Description >>Ceiling joists at garage ------------LOADING DATA ----------- ------------GENERAL DATA ------------ Dead load > .007 ksf Load duration factor > 1.000 Live load > .010 ksf Joist spacing > 16.000 inches Total load > .017 ksf Repetitive (Y/N)?> Y Tributary load > 1.023 klf ----------------------------------- Concentrated load> .000 kips Eq uniform load > .000 klf ---------------------------SECTION PROPERTIES ---------------------------- member thickness > 1.500 inches Member width > 9.250 inches Section modulus > 21.391 in^3 Area > 13.875 in"2 Moment of inertia > 98.932 in^4 --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv Fc1- FcJJ E DFL NO2 875 575 95 625 1300 1600000 Size factor Cf > 1.100 (APPLY TO Fb) Size factor Cf > 1.100 (APPLY TO Ft) Size factor Cf > 1.000 (APPLY TO Fc1) Repetitive member factor Cr > 1.150 Adjusted values Species Grade Fb Ft Fv Fcl FcJJ E DFL NO2 1107 633 95 625 1300 1600000 -----------------------------MAXIMUM SPANS ------------------------------ max. span as limited by: Bending > 26.389 feet Shear > 77.537 feet Total load deflection (L/240) > 24.943 feet 6TL > 1.247 inches Live load deflection (L/360) > 25.997 feet 6LL > .866 inches -------------------------CONCENTRATED LOAD CHECK ------------------------ Check uniform DL additive with concentrated load? > Y Max span as limited by concentrated loading > .000 feet Check stresses due to concentrated loading.... V uniform DL > .000 kips V concentrated load > .000 kips V cap of joist > .879 kips <ok> % of allowable > .000 M uniform DL > .000 ft -kips M max with load at midspan > .000 ft -kips M cap of joist > 1.973 ft -kips <ok> 0 of allowable > .000 ---Deflection--- Uniform DL deflection > .000 inches Concentrated load deflection > .000 inches Total load deflection > .000 in. L/ 0 Frank M. Glazewski Architect JOB BY SHEET NO. DATE vJ vuI- _— ._.__.__�__._............... — 1 � a 2Co,�5' 1zR-5 ISI = • 5(0 (Z) � 1,12 '-- W i = —),.-451z (VL(i) +- .040- . og6�,-i, wz; az.'4S/z W3_ IZ,-4S/2 ( 0141) 4.0g0 = ,3fl1 fez= �• S3� mIfAa = 9q-5311- 0 8.IsX 12 ani -vu Mcg S-2,s'V-- @1ZS"lo U,c,-p= iq,Nu Ir -e IZ.i% bxTL: -Z-b& "' = V 112 00 CjL>O&1, (ASf- 1 2 V G -L ✓ W JOB BY w = 2-11/z ( oLii)+. o 4 0 = . 532'`/, W-3-: .122-+`1' {-2-� P►= .-42(2)= i,qqr- I" AA aY,: 2Cv- 2 { + YL Frank M. Glazewski Architect SHEET NO. DATE wl V41_ -- el ,J3 �r z 6-7 6.74-sx ( s z4F-V4 G L ./ Zo JOB BY R6- 3 Frank M. Glazewski Architect WT- = 3, D"-/2 (oq1)/3,qs + 3( o)+.o(o = .303K/' I\Amax = 4301x. Vrca)(. 1.-42 �' SHEET NO. DATE M Frank M. Glazewski ZZ ' Architect JOB SHEET NO. ' BY DATE 1 X13-14 0, 7's 71 Wl --� I Lf r 1- 34 8 2, = 2.25' 1 Frank M. Glazewski Architect JOB BY --Pf3-YR(3-(v - 3115 �5"S 2 5« pl e 5 ^S - —t Pi ^ �3 w i , `12(,o`f()+,o'2-o = ,102-�/• W2--- 13,512.(o14()�,02.0= -Z94W w3= 1612- (0`{1) f• oZo = .3q1 ?1/, = Qz (2g1z) .041 = 1, 661- PZI= 2yDK ,_: q,g2k (z3 = I,Iq� V► VA GX . 8 - y'b' L SHEET NO. DATE 23 JOB BY R(= 2. L4(o� F2 Z"JytS Frank M. Glazewski Architect +,O zo (ox(2d-G4f1 V/ SHEET �o,2{2jik- NO. DATE M Frank M. Glazewski Z� Architect JOB SHEET NO. By DATE MIA vj a = (I-3t2-3)_ozl +,0Zo - 7.Z0K/' Wkt = (3/z +3) ,02.0 - , Ic'D �'// t„)dj: (2-(-/Z,+3),o-zI 4-,OZ.O= .......... _Z S e� 'A, i— SSBM_6 E 11:15 AM ------------------------------------------------------------------------ Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM LOAD 4/ 2/00 ------------------------------------------------------------------------ Description >> RB -8 ---------------------------------GENERAL-------------------------------- Span (L) > 14.500 feet Repetetive ? > N Reduce shear for bm depth > Y Laterally supported (YIN) > Y lu > .000 feet le > .000 feet Slenderness factor Cs > .000 Ck > 22.210 --------------------------------ACTIONS--------------------------------- Uniform dead load > .220 kips/ft 54 o TL Uniform live load > .190 kips/ft 46 Is TL Uniform total load > .410 kips/ft End reactions ........................... DL > 1.595 kips LL > 1.378 kips TL > 2.973 kips Design loads ............................ Total load moment (M) > 10.775 ft -kips Total load shear (V) > 2.973 kips --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb. Ft Fv Fc1 FcJJ E DFGL 24F -V4 2400 1150 165 650 1650 1800000 Size factor Cf > 1.000 Apply to Fb Size factor Cf > 1.000 Apply to Ft Size factor Cf > 1.000 Apply to Fcl Repetitive member factor Cr > 1.000 Load duration factor Cd > 1.250 Adjustment for lateral support > 1.000 Adjusted values Species Grade Fb Ft Fv Fc1 FcJJ E DFGL 24F -V4 3000 1150 206 650 1650 1800000 --------------------------------BEAM DATA -------------------------------- Member width > 3.125 inches Member depth > 12.000 inches Required Actual Comment S (in"3) > 43.101 75.000 <ok> A (in^2). > 18.636 37.500 <ok> I (in"4) > 450.000 ------------------------------DEFLECTIONS------------------------------- Total load deflection > .503 inches L/ 346 <OK> Live load deflection > .233 inches L/ 746 <OK> Dead load deflection > .270 inches Minimum camber (glu-lams) > .405 inches <1.5*DL deflection> Standard 20001R camber > .158 inches --------------------------CHECK MIN. BRG. AREA -------------------------- Minimum area > 4.573 in -2 Minimum length > 1.463 inches Assuming full width bearing SSBM_6 11:16 AM --------------------------- Rev 9-13-93 SIMPLE ---------------------------------------- SPAN BEAM UNIFORM LOAD ----- 4/ 2/00 ------------------------------------------------------------------------ Description >> RB -9 ' ---------------------------------GENERAL-------------------------------- Span (L) > 10.000 feet Repetetive ? > N ' Reduce shear for bm depth > Y Laterally supported (Y/N) > Y lu > .000 feet ' le > .000 feet Slenderness factor Cs > .000 Ck > 22.210 ------------------------------ --ACTIONS --------- ------------------------ ' Uniform dead load > .356 kips/ft 53 o TL Uniform live load > .320 kips/ft 47 o TL Uniform total load > .676 kips/ft ' End reactions ........................... DL > 1.780 kips LL > 1.600 kips TL > 3.380 kips ' Design loads. Total load moment (M) > 8.450 ft -kips Total loadshear(V) > 3.380 kips ' - - -------------------------- ---------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv Fc1- FcJJ E ' DFGL 24F -V4 2400 1150 165 650 1650 1800000 Size factor Cf > 1.000 Apply to Fb Size factor Cf > 1.000 Apply to Ft Size factor Cf > 1.000 Apply to Fc[L ' Repetitive member factor Cr >. 1.000 Load duration factor Cd > 1.250 Adjustment for lateral support > 1.000 Adjusted values Species Grade Fb Ft Fv Fc1 FcJJ E DFGL 24F -V4 3000 1150 206 650 1650 1800000 - ------------------------- --- ---BEAM DATA------------------------------- Member width > 3.125 inches Member depth > 12.000 inches Required Actual Comment ' S (in -3) > 33.800 75.000 <ok> A (in^2) > 19.665 37.500 <ok> I (in^4) > 450.000 ------------------------------DEFLECTIONS------------------------------- ' Total load deflection > .188 inches L/ 639 <OK> Live load deflection. > .089 inches L/ 1350 <OK> Dead load deflection > .099 inches ' Minimum camber (glu-lams) > .148 inches <1.5*DL deflection> Standard 20001R camber > .075 inches --------------------------CHECK MIN. BRG. AREA-------------------------- , Minimum area > 5.200 in"2 Minimum length > 1.664 inches Assuming full width bearing Frank M. Glazewski Architect JOB BY W a ; 2r,/Z ( c, -2,I) +-,02-0 i w2Q ; 26�a (, oza) = , 260 Vj t— - ll TT TZ SHEET NO. DATE -2'�J' 21 SSBM_6 AM Rev 9-13-93 SIMPLE SPAN BEAM ---------11:17 - - UNIFORM LOAD 4/ 2/00 ' ------------------------------------------------------------------------ Description >> RB-10 ---------------------------------GENERAL-------------------------------- ' Span (L) > Reduce shear for bm depth > 16.000 Y feet Repetetive ? > N Laterally supported (Y/N) > Y ' lu > le > .000 .000 feet feet Slenderness factor Cs > .000 Ck > 22.210 ------------------------------ --ACTIONS--------------------------------- ' Uniform dead load > .293 kips/ft 53 o TL Uniform live load > .260 kips/ft 47 % TL ' Uniform total load > End reactions ........................... .553 kips/ft DL > 2.344 kips LL > 2.080 kips TL > 4.424 kips ' Design loads. Total load moment (M) > 17.696 ft-kips ' Total load shear (V) > 4.424 --------------------------LUMBER DESIGN kips VALUES -------------------------- Base values Species Grade Fb Ft Fv Fc1 FcJ1 E ' DFGL 24F-V4 2400 1150 165 650 1650 1800000 Size factor Cf > 1.000 Apply to Fb Size factor Cf Size factor Cf > 1.000 > 1.000 Apply to Ft Apply to FcLL ' Repetitive member factor Cr > 1.000 Load duration factor Cd > 1.250 << ' Adjustment for lateral support Adjusted values > 1.000 Species Grade Fb Ft Fv Fc1 FcJJ E DFGL 24F-V4 3000 1150 206 650 1650 1800000 -------------------------- --- ---BEAM DATA------------------------------- ' Member width > 5.125 inches Member depth > 12.000 inches Required Actual Comment ' S (in"3) > 70.784 123.000 <ok> A (in"2) > 28.153 61.500 <ok> I (in"4) > 738.000 ' ------------------------------DEFLECTIONS------------------------------- Total load deflection > .614 inches L/ 313 <OK> Live load deflection > .289 inches L/ 665 <OK> Dead load deflection > .325 inches Minimum camber (glu-lams) > .488 inches <1.5*DL deflection> Standard 20001R camber > .192 inches --------------------------CHECK MIN. BRG. AREA-------------------------- ' Minimum area > 6.806 in^2 Minimum length > 1.328 inches Assuming full width bearing JOB BY Frank M. Glazewski Architect F i 0 0 r �-✓-A m, ✓t 9- SHEET NO. DATE I 1161 Frank M. Glazewski Architect JOB SHEET NO. BY DATE WTf,: 2-(,050)4-,02,D= ,I70k/1 f?,l H,�b, 4- 6, LTV lo, FZ,: 2,651- �✓hq� , 19, 1 � f P� W 5�& III Z,°r � u�� 31 JOB BY -_- GJrt,= 2(, osD)+,a20 = .IZOkcl' �n�Gn. Zz,93�k Frank M. Glazewski Architect 51jyc (4�4 2,oE PavA(lam WICY� z -1, 5 s -I I K e I Do vGa�p; IZ,OC.-O (00% SHEET NO. DATE 31 Frank M. Glazewski 33 Architect SOB SHEET NO. BY DATE PO -3 LO S wti w3 ( _ ...73 _4- -TIDO, �(= (3/i+ 3) .0412�2(,o5D) g(.0 1 .OZ0= .q58��� Lu2_ Q 2. 3/4) , o ` I + �(Z�oSo) 1-6(,o�+,0-?o SIBf�� W 3= r,2 -1z S). -'I + 3�z( oe� k Z/L �,os� 4, g 0t)+.020 rAr6Lx ; 10,31'�- (_) 0,A G_X = L(. q 5yu �(�� z,UC ►���Il� _ JOB ' BY_ FB - Frank M. Glazewski Architect SHEET NO. DATE P, l P2- Cwi W3 -- _ `I��S� ► o . 6�' �,�s' x,16' I tit. CI�,ZS�z �I) , oSa + 3(loto✓ +,o z.o: .y2f wZ � 13,?V2-,059 4, 13/Z C,1(o) 4 ,0Z0 ° (.��-�i, w3- (�,S-'Z (,'050) --,oto - �505'- 123= 11,31 12-4= S SZ� K f 1, CA 5` 6 Pall l(24,11 3q to -3 Pt= a•si� Ga -t 123= 11,31 12-4= S SZ� K f 1, CA 5` 6 Pall l(24,11 3q JOB BY r5-5 W-rL= ZI(fz (,oS"D)-r,O(S= {,I = IZz - I-�6 s - I-1o5gl0 AAmarl : �� "- Frank M. Giazewski Architect SHEET NO. DATE 5S JOB BY F5-6� Frank M. Glazewski Architect ?-Z, 33 k'j2.:C��2; �f2) ,off ( + SC-IDo k Z�LC_oSb) I ,oZS .�63k�� W3 = ('ZlZ k3-+- 6f,.q1 4 Q ) ( o + 2,12 mss) t.U2.s P1= yyI.- 1 S,2SX /43j -�(30`f 0 k, SHEET NO. DATE 8 JOB BY Frank M. Giazewski Architect 3� 6,6i� 13� `�,�5 P• ,�, Pz P3 �z PN P5 �f SHEET NO. DATE I 3-� p3 '► �I= I,� L( �L. re, 3 z,3s- fig --N 2,z 5' Ps= F-0- z y'�6K ol L'i 10S/2(,0.5D) �zp`( 4Z/2CoLI 10(01 0) 4-, 696 I�Z' (Z ZZk �cwf i�.2� �e (o 0/o 9 -ATT , SHEET NO. DATE I 3-� Frank M. Glazewski Architect SOB SHEET NO. BY DATE _ q P� + S(oi)+ SIS= ,3q6�/' �i = 3.30" 3.3yIKI / 5 yx 117 3b Frank M. Glazewski Architect JOB BY De G DT -I SHEET NO. DATE use ► Yx rt7i3 (-6� fMlcvo((2+M j a f l6 "�/G. (Zc� �oY She - s, -a r� s- -D6 - V Iz qS WTr,: 3,ZS7/z °BMJ + (s) oil) �-(— P -z- (,f` -f' UH[0 eoL.'eln) I 3Zx I17$ 2.vE PCA Vel �1zra� C//Z 3`( JOB BY Frank M. Glazewski Architect ln}rt,- (,33/Z -o166)� yColo)+.o15-= Is2,k/� (,( = '1,3SI- IoVevtPd 14uSNro Wl.wlCoc 32x 11 �$ Z.ot �a gra SHEET NO. DATE _ qo JOB BY NeUAP vs UJf= ,0-.2.0 (z 6-,O q, �(2� Mo"ux -- 7,0� 11r- N -z Frank M. Glazewski Architect SHEET NO. DATE ATG=(11;3311 k3) . oy l ► �z (, oa►) 8 (, oza) = 6��1 ��' kr�,Rz Z,`i3K �-i JOB BY Frank M. Glazewski Architect SHEET NO. DATE 92 Frank M. Glazewrski Architect JOB BY Iv 51" (ooi �vavu,Kq wQQ = ,oqo �-S� SHEET NO. DATE l 11 MAXSPAN2 3:58 PM ------------------------------------------------------------------------ Rev 9-28-93 Wood joists - span capacity 4/ 2/00 ------------------------------------------------------------------------ Description >>Typical first floor joists > 15.675 feet Total load deflection (L/240) ------------LOADING DATA ----------- feet ------------GENERAL DATA ------------ Dead load > .010 ksf Load duration factor > 1.000 Live load > .040 ksf Joist spacing > 16.000 inches Total load > .050 ksf Repetitive (Y/N)?> Y Tributary load > .067 klf load? ----------------------------------- Concentrated load> .000 kips .000 Eq uniform load > .000 klf ---------------------------SECTION V uniform DL > PROPERTIES --------------------------- Member thickness V concentrated load > 1.500 inches Member width V cap of joist > 5.500 inches Section modulus 0 of allowable > 7.563 in"3 Area M uniform DL > 8.250 in -2 Moment of inertia M max with load at midspan > 20.797 in -4 --------------------------LUMBER M cap of joist DESIGN VALUES -------------------------- Base values Species Grade Fb DFL NO2 875 Size factor Cf Size factor Cf Size factor Cf Repetitive member factor Cr Adjusted values Ft Fv 575 95 > 1.300 > 1.300 > 1.100 > 1.150 Species Grade Fb Ft DFL NO2 1308 748 -----------------------------MAXIMUM Max. span as limited by: Fc1- Fc -fl E 625 1300 1600000 (APPLY TO Fb) (APPLY TO Ft) (APPLY TO Fc 1) Fv FC1 FcJ] E 95 625 1430 1600000 SPANS------------------------------ Bending > 9.946 feet Shear > 15.675 feet Total load deflection (L/240) > 10.351 feet bTL > .518 inches Live load deflection (L/360) > 9.738 feet 6LL > .324 inches -------------------------CONCENTRATED LOAD CHECK ------------------------ Check uniform DL additive with concentrated load? > Y Max span as limited by concentrated loading > .000 feet Check stresses due to concentrated loading.... V uniform DL > .000 kips V concentrated load > .000 kips V cap of joist > .523 kips <ok> 0 of allowable > .000 M uniform DL > .000 ft -kips M max with load at midspan > .000 ft -kips M cap of joist > .824 ft -kips <ok> of allowable > .000 ---Deflection--- Uniform DL deflection > .000 inches Concentrated load deflection > .000 inches Total load deflection > .000 in. L/ 0 Frank M. Glazewski ` s, Architect SOB SHEET NO. BY DATE oa✓ FG- f 0-r, ; �-/Z(10 S0)r 1-'.12( o`11)#- Iq (01) +. 01J = , q0Lf �/, t G-2. W rL,= G - G - I/z(.a!0)+ Is( 0O +,o(. - ' 36sl ' Ea. 0- q WT -L,- I2,S/2 C-051) 1-- 19, 5-A Lf 1)+ I3GQf(0)-f.ofS: .9S4,/� S,,,-C.k4�6 w -t -L,- Iq/z (-050)4 ►-12-(.0y()+ I i ( ata) +,01.r= , 8Zq" p - qq �b 1 ' File 3:59 PM 4/ 2/00 -->GIRDER- ------ -------------------------------------------------------- Rev 6-22-95 Typical floor girder ------------------------------------------------------------------------ ' Description >> FG -1 ------------------------------General data ------------------------------ w w uniform > .704 kips/ft Support spacing > 4.500 feet Soil brg. cap. > 1.500 ksf ' Try > 3.500 in. x 7.250 in. girder --------------------------Lumber design values -------------------------- Base values Species Grade Fb Ft Fv Fcl FcJJ E DFL NO2 875 575 95 625 1300 1600000 Member width > 3.500 inches ' Member depth > 7.250 inches Repetitive (y/n)? > n Size factor Cf (apply to Fb) > 1.300 ' Size factor Cf (apply to Ft) > 1.200 Size factor Cf (apply to Fcl) > 1.050 Repetitive member factor Cr > 1.000 Adjusted values Species Grade Fb Ft Fv Fc1 FcJJ E DFL------NO2-------1137500 690.000 95.000 625.000 1365.000 1600000 ' ------Summary -------------------------------- S req > 18.799 in"3 S > 30.661 in"3 <ok> A req > 25.011 in"2 A > 25.375 in^2 <ok> ' I > 111.148 in^4 Total load deflection > .037 inches <ok> --------------------------------Footings-------------------------------- ' Reaction > 3.168 kips Footing size > 18.290 inches square 12.000 inches deep 12.000 inches deep ' File >GIRDER -------------------------------= ---------- ------------ 3_59 PM 4/ 2/00 ------------ Rev 6-22-95 Typical floor girder ' ------------------------------------------------------------------------ Description >> FG -2 ------------------------------General data ------------------------------ w w uniform > .365 kips/ft Support spacing > 7.000 feet Soil brg. cap. > 1.500 ksf Try > 3.500 in. x 7.250 in. girder --------------------------Lumber design values -------------------------- Base values Species Grade Fb Ft Fv Fc1 Fc -J E DFL NO2 875 575 95 625 1300 1600000 Member width > 3.500 inches ' Member depth > 7.250 inches Repetitive (y/n)? > n Size factor Cf (apply to Fb) > 1.300 ' Size factor Cf (apply to Ft) > 1.200 Size factor Cf (apply to Fcl) > 1.050 Repetitive member factor Cr > 1.000 ' Adjusted values Species Grade Fb Ft Fv Fc1 FcJJ E DFL NO21137 500690000 95.000 625.000 1365.000 1600000 ' --------------------------------- ----- ------- - Summary -------------------------------- S req > 23.585 in -3 S > 30.661 in^3 <ok> A req > 20.171 in^2 A > 25.375 in"2 <ok> ' I >-111.148 in^4 Total load deflection > 111 inches <ok> --- ------- ---- -Footings-------------------------------- '----------------- Reaction > 2.555 kips Footing size > 16.426 inches square 12.000 inches deep q� File >GIRDER 3:59 PM 4/ 2/00 ----------------------=------------------------------------------------- Rev 6-22-95 Typical floor girder ------------------------------------------------------------------------ Description >> FG -3 ------------------------------General data ------------------------------ w uniform > .857 kips/ft Support spacing > 3.750 feet Soil brg. cap. > 1.500 ksf Try > 3.500 in. x 7.250 in. girder --------------------------Lumber design values -------------------------- Base values Species Grade Fb Ft Fv Fc1 Fc -U E DFL NO2 875 575 95 625 1300 1600000 Member width > 3.500 inches Member depth > 7.250 inches Repetitive (y/n)? > n Size factor Cf (apply to Fb) > 1.300 Size factor Cf (apply to Ft) > 1.200 Size factor Cf (apply to Fc1) > 1.050 Repetitive member factor Cr > 1.000 Adjusted values Species Grade Fb Ft Fv Fcl FcJJ E DFL NO2 1137.500 690.000 95.000 625.000 1365.000 1600000 ---------------------------------Summary--------------- ----------------- S req > 15.892 in -3 S > 30.661 in^3 <ok> A req > 25.372 in -2 A > 25.375 in -2 <ok> I > 111.148 in -4 Total load deflection > .021 inches <ok> -------------------------------- Footings -------------------------------- Reaction > 3.214 kips Footing size > 18.422 inches square 12.000 inches deep 12.000 inches deep File >GIRDER- 4/ 2/00 ' Rev 6-22-95 Typical ------ floor girder --4_03-PM- ------------------------------------------------------------------------ ' Description >> FG -4 ------------------------------General data ------------------------------ w w uniform > .824 kips/ft Support spacing > 3.750 feet Soil brg. cap. > 1.500 ksf Try > 3.500 in. x 7.250 in. girder --------------------------Lumber design values --------------------------- Base values Species Grade Fb Ft Fv Fc1 Fc -H E ' DFL NO2 875 575 95 625 1300 1600000 Member width > 3.500 inches ' Member depth > 7.250 inches Repetitive (y/n)? > n Size factor Cf (apply to Fb) > 1.300 Size factor Cf (apply to Ft) > 1.200 Size factor Cf (apply to Fc LL) > 1.050 Repetitive member factor Cr > 1.000 ' Adjusted values Species Grade Fb Ft Fv FC -L FcJJ E DFLNO21137.500 690.000 95.000 625.000 1365.000 1600000 ' ------------------Summary -------------------------------- S req > 15.280 in"3 S > 30.661 in"3 <ok> A req > 24.395 in^2 A > 25.375 in"2 <ok> ' I > 111.148 in -4 Total load deflection > .021 inches <ok> ----------------- --- ------- ---- -Footings-------------------------------- ' Reaction > 3.090 kips Footing size > 18.064 inches square 12.000 inches deep JOB BY n. f::G -S Frank M. Glazewski Architect wrG- IgIz(os-0)+ Is'12,C0go II(oi)+-0f5= �g3`1' icw1 �a�� 4tvA v - W -'Lo 9(D$0) +,0L ' ,V( lfr Lem. e, SZ C,,, -P- 5-I SHEET NO. DATE SU 12.000 inches deep File>GIRDER 4:03 PM 4/ 2/00 ' - Rev 6-22-95 Typical floor girder ------------------------------------------------------------------------ Description >> FG -5 ------------------------------General data ------------------------------ w w uniform > .783 kips/ft Support spacing > 3.750 feet Soil brg. cap. > 1.500 ksf Try > 3.500 in. x 7.250 in. girder ' --------------------------Lumber design values -------------------------- Base values Species Grade Fb Ft Fv Fcl FcJJ E ' DFL NO2 875 575 95 625 1300 1600000 Member width > 3.500 inches ' Member depth > 7.250 inches Repetitive (y/n)? > n Size factor Cf (apply to Fb) > 1.300 ' Size factor Cf (apply to Ft) > 1.200 Size factor Cf (apply to Fc1) > 1.050 Repetitive member factor Cr > 1.000 ' Adjusted values Species Grade Fb Ft Fv Fcl FcJJ E DFL------NO2-------1137500 690.000 95.000 625.000 1365.000 1600000 ' ------Summary -------------------------------- S req > 14.520 in"3 S > 30.661 in -3 <ok> A req > 23.181 in^2 A > 25.375 in -2 <ok> ' I > 111.148 in -4 Total load deflection > .020 inches <ok> -------------------- ------- ---- -Footings-------------------------------- ' Reaction > 2.936 kips Footing size > 17.609 inches square 12.000 inches deep File >GIRDER PM 4/ 2/00 ' Rev 6-22-95 --------4:05 Typical floor girder ------------------------------------------------------------------------ ' Description >>Typical floor girder ------------------------------General data ------------------------------ w w uniform > .415 kips/ft Support spacing > 7.000 feet Soil brg. cap. > 1.500 ksf Try > 3.500 in. x 7.250 in. girder ' --------------------------Lumber design values -------------------------- Base values Species Grade Fb Ft Fv Fc1- FcJJ E DFL NO2 875 575 95 625 1300 1600000 Member width > 3.500 inches ' Member depth > 7.250 inches Repetitive (y/n)? > n Size factor Cf (apply to Fb) > 1.300 ' Size factor Cf (apply to Ft) > 1.200 Size factor Cf (apply to Fcl) > 1.050 Repetitive member factor Cr > 1.000 ' Adjusted values Species Grade Fb Ft Fv Fcl FcJJ E DFL------NO2-------1137500 690.000 95.000 625.000 1365.000 1600000 ' ------Summary -------------------------------- S req > 26.815 in"3 S > 30.661 in^3 <ok> A req > 22.934 in^2 A > 25.375 in -2 <ok> ' I > 111.148 in^4 Total load deflection > .126 inches <ok> ----------------- ---------------Footings-------------------------------- Reaction > 2.905 kips Footing size > 17.515 inches square 12.000 inches deep Frank M. Glazewski Architect JOB BY �OcJV��G..f Ibl� ��Psic�yl SHEET NO. DATE m© 53 Frank M. Glazewski Architect JOB BY t g-6 F13-6 ¢ �f, �o = G. � � 3G "SO x o [�= 3,30 Fg-6 P-<S9� zy``sQKE2,< rp,-6 vz'�' (�=33``sp��Z`< r g'6 P- -4,qy3o's�kr2„ ci�6 / %k 3Zr"SQXi2r ✓/ SHEET NO. DATE 2`i sc�xcz 54 JOB BY Frank M. Glazewski Architect P/5 "7 P, / 5;52`` z •�( e4 ew 2� SHEET NO. DATE r/A SS JOB BY Frank M. Glazewski Architect Laleval �tv1A�y5(S SHEET NO. DATE 5b S� ' Frank Glazewski - Architect Date 1/31100 1907 Mangrove Avenue Suite E Chico, California 95926 ' Tel (530) 3434630 Wind design values - Uniform Building Code - Table 16-H Job name Dahlin residence Exposure B Importance factor 1.00 ' Basic wind speed 75.00 mph qs 14.50 psf Roof pitch 3.50 in 12 16.26 degrees PRIMARY FRAMES AND SYSTEMS WALLS Windward walls Leeward walls Total wall ROOF Wind perpendicular to ridge: Leeward or flat roof Windward roof: Slope 2:12 to less than 9:12 Slope 2:12 to less than 9:12 Roof total Wind parallel to ridge and flat roofs Direction Ht. <0'-15'> <205 <255 <305 <405 Ce 1 0.62 1 0.67 1 0.72 1 0.76 0.84 v : q . M-676-11-11 0.0072 0.0078 0.0084 0.0088 0.0097 Inward 0.50h 0.0045 0.0049 0.0052 0.0055 0.0061 Outward �..W'---------v---------v---------v---------Y---------, ;0.0117 ;0.0126 ;0.0136 10.0143 ;0.0158 I `0870 5 0.0063 0.0068 0.0073 0.0077 0.0085 Outward 0.0081 0.0087 0.0094 000990.0110 Outward NINE,0.0027 0.0027 0.0031 0.0033 0.0037 Inward -------------------Y---------Y---------Y---------1 0.0090 10.0095 ; OA104 10.0110 ; 0.0122 lU-f 0.0063 0.0068 0.0073 0.0077 0.0085 Outward ELEMENTS AND COMPONENTS (Not in areas of discontinuity) WALL ELEMENTS All structures 1 t20 0.0108 1 20 0.0117 0.0117 0.0125 0.0125 0.0132 0.0132 0.0146 0.0146 Inward Outward Enclosed and unenclosed structures , 0.0108 0.0155 0.0167 0.0176 0.0195 Outward Partially enclosed structures 160' 0.0144 Parapet walls 1 0 0.0117 0.0126 0.0136 0.0143 0.0158 OuVin ROOF Enclosed and unenclosed structures: Slope < 7:121530~_ �E - 0.0117 0.0126 0.0136 0.0143 0.0158 Outward Slope 7:12 to 12:12 1 0.0117 0.0126 0.0136 0.0143 0.0158 OuVin Slope >12:12 Use wall values Partially enclosed structures Slope < 2:12 170 0.0153 0.0165 0.0177 0.0187 0.0207 Outward Slope 2:12 to 7:12 � 0.0144 0.0155 0.0167 0.0176 0.0195. Outward Slope 2:12 to 7:12 0.0072 1101111 0.0078 0.0084 0.0088 0.0097 Inward Slope > 7:12 to 12:12 .179 0.0153 0.0165 0.0177 0.0187 0.0207 OuVin Slope >12:12 Use wall values J'J ELEMENTS AND COMPONENTS (In areas of discontinuities) Wall comers 1,.50' - t 0.0135 0.0146 0.0157 0.0165 0.0183 Outward X1.20, 0.0108 0.0117 0.0125 0.0132 0.0146 Inward Roof eaves, rakes or ridges without overhangs Slope < 2:12 12x30.0207 0.0223 0.0240 0.0253 0.0280 Upward Slope 2:12 to 7:12 2:6 0.0234 0.0253 0.0271 0.0287 0.0317 Outward Slope > 7:12 to 12:12 �_ 4 661 0.0144 0.0155 0.0167 0.0176 0.0195 Outward For slopes less than 2:12 Overhangs at roof eaves, rakes or ridges, and canopies. � 8',Q :$ 0.0252 0.0272 0.0292 0.0309 0.0341 Upward ' sy Frank Glazewski - Architect Date 1/31/00 1907 Mangrove Avenue Suite E ' Chico, California 95926 Tel (530) 343-4630 ' Seismic factors -1997 UBC Job name Dahlin residence LATERAL SYSTEM Seismic zone 3 Z 0.300 Importance factor 1.000 ' Static lateral force procedure per UBC 1630 R 5.500 Numerical coefficient h, 23.000 feet ' Building frame system Wood framed and all other buildings CT 0.000976 C, 0.540 T = CT (hn)' 0.0103 sec. ' Per UBC 1630.2 V=(Cv*1)/(R*T) 9.58 (304) The total design base shear need not exceed the following: V=(2.5*Ca*1)/R * W = 0.164 W Where CA= 0.360 The total design base shear shall not be less than the following: ' V=0.11*Ca*l W = 0.040 W Applying load combinations per UBC 1612; Divide seismic factor by 1.4, 0.164 /1.4 = 0.117 W ' As per UBC 1630, seismic factor may be further modified by Redundancy/reliability factor. .............. I 1 ......... . .. ..... .. C9 :i 1. ........ . ------------- .......... . 1 .... ... .. . ........ ..... . . ......... . ..... ...... ------------------- ......... ... 1' � - ..... . . .... 1 i ,_ I I 1 ........ .......... . ..... ... . . .......... - ------- -------- - -- ----- -------------- .... . ...... . ........ . ... ..... . ......... ... . . .. ... ........ . ............. ...... ... ....... .......... . I(L _ __. .. ........ - - ------- . ......... . .. .. ............. . ..... ......... . . .. JOB BY VlofflA So'An- m2avn ✓04 W: Zo' D( Frank M. Glazewski Architect 00 -eel + C3(Z+.�S� . ooy 1+ 3-3 i •�oq,� �l`i�'• wL: �:Z+,�S) .Dogs- .o{�►`i` Q� = (,q o" (ZG = (,Z� �- SHEET NO. DATE bL Frank M. Glazewski �3 Architect ,JOB SHEET NO. BY DATE d(a.P� (P atria vIar-tll/sjoNV►- DZ W 1= (8/2+. � - 01 2e0 + 3,9(-wiS) = .0 13'y/ P -lo = (• 151- P-3 ' ` P-3' 1-31 Frank M. Glazewski Architect JOB SHEET NO. BY DATE _ CAI. -P4 (P W-(yld e-asT/wesT ly' 3G/ 3 + WI= (14 4 +, -q S-) - orzG + 3.-a(ool-S): ,(oZk/` F— V-�" --+I K Mi -s= (,S2 "K- I Frank M. Glazewski 65 Architect JOB SHEET NO. By DATE CK S2(SN4(G V5, (.A)rHd (V) V70y Vs6EAtl, G;.Wecf oN Seism« w va,,,6 3o (,ov) .(3o�/' iiwj '/z0 ,ul = (2OK/` W w�Q a�_ol/__- Wind. . -zrwrnd = (12. + 8,-0 _ a i2r. + 3S(0'095): . 2o3�/' of-- c9es�5n �- se�s�rc in vtor� SoNi� d«Pcf�an. Frank M. Glazewski wv Architect JOB SHEET NO. BY DATE CK Se(sm(L US. W�✓1d I11 C/W CkVCC:f f0M = w1/)A•. C'j( � ) 53 IJJ W W r�v6 (,owe—) = ZZ11).�z.( _ .(1--� (3.1,B)= .35q�-/' -v:w In d = cq/a- f- / � S 4 3, - otZ& 2-056'y' v+Se 5e(1V.4'C A(/eG+,ov!_ �� w1odgi dfzp� 0(r4o�eA Frank M. Glazewski Architect SOB SHEET NO. BY DATE 9b arawk(C )j •? Sob is Ic4e.-,41 S��✓�a, Fail (oy wul(-CV-oVA tA5 of 5VA Ed. C &- I c. I c,4 -e ( ,-,- ( -Cor u. t.) �f' —.-........_.....� ..............-----.-._.................... f l bm W C3c0Z1)+ ��ot) -,ot5� L►� = ,old / Cc ffom o , p - .go>12 (, if-+) = . 023 R-:� :� , C,>gLf K plo : .2-1 ke- Frank M. Glazewski . Architect JOB SHEET NO. By DATE _ d(; Pp� O/® 5-etsmiG oor 'h S 0 -ft► - D3 IP i �P� bP3 lei w� Zy,S�............. �__.._....._.._.............._............._ .............. - tNr� CZG �oz� 4 IG/7�3/z).oio�,li� v+A�y �L P,- CZE (3�.�zr + 1;-7- = I,(pqt- P_ 6 t (z6 = Z-33 R3 i 30� OR Frank M. Glazewski Architect JOB SHEET NO. 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DATE G�►2�J� ®52(S(M�G Vl b�✓1'�, % S au�f'Lt , o. boy U) P3 (a.s' 131S' _ �J(, a,9/2+ISS/i fQ�L(31,o►].I1�=.11z``/� + /Z(z) + +9'z(d_0l fir: 33.5(3�,oZr�.lt"�1= .ZSR` COIi1n�n tz�9-4+.0g3 = 1� R(b rem. rre.d -r3 Frank M. Glazewski Architect JOB BY A(?P� (9) se/Sw(-c e— 0",T- LWesT D.5 ......... 3S t,J1= [16��s(.oZ��+ II,S�L(Z�,o►]�11�=-osS'`/' wz = �zi (oz) ly/z(N),ol W3= CI�(oLl)k IVz(z,),o(d.((7 = . C"gry, Pr= PZ = I b (3),ozl C I I3) , o7 y P3= Za(3).vzl (11�)= .Ise Oit 6l- �`1= 5 (3).ozI C II�� ZZ(5)-021(1{10= .2�6k. R6, I.qZ�- SHEET NO. DATE I Frank M. Glazewski Architect JOB SHEET NO. BY DATE _ dI-QP14 C� sersy7A -C D7 P Ldf r-11) --� � I(ol S,S� + `r�2�2�.ar�, ll� a5�{ �`/� PI= .3&k Afap� ® se,Iwl(, eaST/w�sr r JOB BY �ra�ln � S21S�nrG V10 ✓'t'� Si) u'f'�it . div Frank M. Glazewski Architect W=[II(.ozOa- 9fz(z),01].t(4= ,035k/' d,2pL Pt = 2.69 k 12q,z : Z,NZK 23- �q� 12Pt7 ® S-elxwf*c easT/wPs- _r .__-I 1� IN tot- SHEET NO. DATE Frank M. Glazewski Architect JOB BY AfaP�(PSersM,fC 0, o rt -i IS OV f14, Wr- C4 --(o2()+ q12(8�.01 �,►i� ,��k' gq(3),oz.( ( (q)= ,35 93 ►,ZBk jlapG (9 Sets�„c east wes u Q TW 4 (ql� +5) 3 �v,S(gZ�.ol+,gl2(q)],(17�.F�`1 SHEET NO. DATE -J-� JOB BY jrzpl w SO(sm(-G —IA oV�� %5o(A D9 Frank M. Glazewski Architect Wy_ I 03 31 D SHEET NO. DATE 0l)+(;4/Ltd%L).01� WL= [Zq(O 0 + 9(oZ04 6/2 (3},0104 1(Z(3),01D {-(a.S�01,oibS�-/• &j j I 0 L3�(0() 4- Z (oZ()+ 6fZ(3),01 +. 9(z�3).010 -t 3 DIO} 4 �a S(O()],(i� '-oBZ.��. (;(o.( = .,1(9k (Z3:: 1,2Z k m(?o :f 4,1 I I I'- Frank M. Glazewski Architect JOB BY J12F7� � S-erSmtG 6, ST- LuJ T �P3 ala w� _ 3 Iq r u� wr- �25�or) t (T(Z + 063 t/' (G,9)1 of 4 (9(fq), p(Z)),o21 ui„tc, amt pe, P3 �c,r = r.2Y'�, f2 n = . q(0 r< w f� PZ, P3 SHEET NO. DATE q� Frank M. Glazewski Architect SOB SHEET NO. BY DATE _ 7�st�+b�-¢ed se+s�tL ! oads v'+ Fr 3 1,30 2, 33 G (.-49 -r 1.3 `/ = 3,(3- 113(o RAI Dstrr6vW I oads Fr F -r ,n vu vui M+(,28 +1.7,z = 3.MY` Z.03 r- y V, yr Vii 1.2v+,q(.+,oyq =2.2q� 3,10�- `f,6Z" Vill t.?y 3-65� 4.37- VI 31 + -4 (, = 1,o�� 1,qy,- RAI �)i Frank Glazewski - Architect Date 1/31/00 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Shearwall schedule Job nameDahlin residence Mark Description HF DF 1 3/8" cdx plywood with 8d nails at 6",12" o.c. 0.216 0.260 2 318" cdx plywood with 8d nails at 4",12" o.c. 0.315 0.380 3 318" cdx plywood with 8d nails at 3",12" o.c. , 0.403 0.490 4 112" cdx plywood with 10d nails at 6",12" o.c. 0.254 0.310 5 1/2" cdx plywood with 10d nails at 4",12" o.c. , 0.377 0.460 6 112" cdx plywood with 10d nails at 3", 12" o.c. , 0.492 0.600 7 5/8"T-1-1 1 plywood nailed with -8d -nails -at 6";12-o:c --- 0:131 0-160----- 8- /8" T -a -la -plywood -nailed -with -8d -nails -at 4-12° o.c- 0-1-97---0.-240- --9---5/8-11-T=1=11-plywood-nailed-with-8d-nails-ata-12" o:c. -0:254-0310-- 10-4/21-gypsum -board-nailed-with-5d-nails-at- --10-4/2° gypsum -board -nailed -with -5d -nails -at 7"-o..c.-max- -1-1--5/8" gypsarn-board-nailed-,oAth-6d-nails-at-7" o c -max. - Footnotes: 1 Foundation sill plates and all framing receiving edge nailing from abutting panels shall not be less than a single 3 -inch nominal member. In shear walls where the total wall design shear does not exceed 600plf, a single 2 -inch nominal sill plate may be used, provided anchor bolts are designed for a load capacity of 50 percent or less of the allowable capacity and bolts have a minimum of 2 -inch by 2 -inch by 3/16 -inch plate washers. Plywood joint and sill plate nailing shall be staggered in all cases. JOB BY 5kC, v-wa l I5 Ynq✓k 0✓1 riz! "s -7- UA M Frank M. Giazewski Architect SHEET NO. DATE `:L `(GIGS) _.._ C�eSGvr(�7r�,► _ �a��aW — DF N -F y�P .3y0 .2�9 V)a' l'j/ ►od G ! � � � i 22 01& I .. PLIw"')Ck P" s14,A sio yl� m 6 i -j,. god c., f q", I I" o/c- 'jx noM,-IUI re-%,6/bo�jo-fs PL'f"o;)Lk V\ a I W/ 106A G r 1 Z J�G .>K nowrrnal vat 'd JOB BY Frank M. Glazewski Architect ��G1.G� �CxrfNa.� �(7GG�S T✓u✓r �12�� in�O cp,/d C= C2) cs�b P SHEET NO. DATE V� Frank M. Glazewski Architect JOB SHEET NO. gy DATE _ C 3 65 C�2S(9n pC'/ rte. di .SUO - _ CK reG{(� WCel(dt y C,+ (pl(e✓-r 4f e/j-�R, J10b, d� W,no`ow S-�t'arpi� y q j- Sr(/�lea�r A,lCA4 L" �o43 fj/4. A3S1c� 43,S,qf' 56 "2/16 0 'If 5 ' COLLCTR2--- AM 3/26/00 Rev 2-13-94 Collector -----------11_44 design ------------------------------------------------------------------------ ' Description >>Strapping at header/sill --------------------------------- SUMMARY -------------------------------- V1 > 3.650 kips V2 > kips Length subject to V1 > 12.330 feet Diaphragm shear due to V1 > .296 kips/ft Length subject to V2 > feet Diaphragm shear due to V2 > kips/ft Shear per foot - shearwalls (v) > .577 kips/ft <Shearwall v> Segment W/O Wall Opng. V1 V2 Force 3.330 w 3.330 y .000 6.000 0 6.000 y .934 ' 3.000 w 3.000 y -.842 JOB BY 1 1 1 1 1 1 1 1 1 1 1 1 Frank M. Glazewski Architect or wCu -- (121-,-13) oz. I -i- , Z,(,q �-// z 3-(nS�ro) SHEET NO. DATE r�sK ���C-- �ST62Zy f Cl T� Line geometry Frank Glazewski - Architect 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Shearwall summary - Line geon Description Dahlin residence Date 3/26/00 Level Upper Line VI V1 V2 Q V3 Q V4 v4 Segment Desc. Wall Opening 0.08 Force 13.00 0 13.00 y 9.00 0 9.00 y -1.022 3.33 0 3.33 y -1.730 3.33 w 3.33 y -1.992 6.00 0 6.00 y -0.334 3.00 w 3.00 y -0.806 6.00 0 6.00 y 0.688 2.75 0 2.75 y 0.216 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Total lengths 6.33 40.08 Maximum collector force 1.992 kips 16d nail good for 0.115 kips/each Splice 17 16d nails Page 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JOB BY cAsY bo lfS Frank M. Glazewski Architect D p = 3S wrQQ = 3.6�+3. - �.3y' _.._..... ..... ... ..............._ C7 CK Oj' .0Z/ -k G,5(o/� - Zu(0'`// 3,0 Z�. Zq6) f 66 tK L SHEET NO. DATE VIA Wall line analysis Frank Glazewski - Architect 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 3434630 Date 3126/00 Description Dahlin residence Level jupper Line P lateral 1.740 kips Total wall length 10.330 feet Wall taming species FHF Shearwall v 0.168 kips/ft OkI Shearwall Mark v cap Exterior user defined 12 0.229 kips/ft Interior INone 13 0.000 kips/ft v allow 0.229 kips/ft If user -defined SW used; Description 518" Panel siding 6",12" `1%� v allow 0.279 kips/ft Sill nailing ❑ Applicable? 16d sinker good for 0.134 kips/each 0.134 = 0.796 feet 0.168 . 16d nails at 16 inches o.c. at SW Anchor bolts ❑ Applicable? 0.730 = 4.334 feet 0.168 Blocking/top plate Length of attachment v Applicable? 25.00 feet 0.070 kips/ft Connectors at rim foist to mudsill/cripple wall top plate v 0.168 kips/ft 112" dia. good for 0.730 kips/each 112" dia. at 0 inches o.c. max. Connector I A35 • 0.450 kipsleach Connectors 48 inches o.c. max. ❑ Applicable? A35 at 0 inches o.c. max. Page 1 M q'O Line geometry Frank Glazewski - Architect 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Shearwall summary - Line geometry Description Dahlin residence Date 3/26/00 Level Upper Line E I V1 V1 V2 Q V3 0 V4 v4 Segment Desc. Wall Opening 0.07 Force 2.50 0 2.50 y 3.00 0 3.00 y -0.175 10.33 w 10.33 y -0.385 6.00 0 6.00 y 0.631 3.00 0 3.00 y 0.210 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Total lengths 10.33 14.50 Maximum collector force 0.631 kips 16d nail good for 0.115 kips/each Splice 5 16d nails Page 1 I .i Stability details Frank Glaaewski - Architect Date 3126100 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Shearwall summary - Wall stability Description Dahlin residence Level Upper Line v 0.168 kips/ft Assembly dead loads: - Design controlled by: Roof 0.021 ksf Seismic Floor1Rksf ksf Dead load reduction factor: Wall 0.667 Shearwall Dead load trib. Lengths v o nd _U -� CCU o Y Holdowno _ NF = N I= m O a 10.33 8.00 8.00 9.00 0.269 13.9 9.6 9.83 0.77 0.77 6516/2-2x6 Page 1 JOB BY Frank M. Glazewski Architect 2.03 k 1, o 3�z 0, �o l S t)3.0 c. t olc G i(�dC,fr(9110/G waU : zy. 0 Gk O ? wCU= (0(010)4 � Z.o3 (") - zYPz, c 3 =—23-6�' SHEET NO. DATE _ n Frank M. Glazewski Architect JOB SHEET NO. BY DATE ,13Z/ z76 :.,-f'78i Ao Lit �,o 1-S - /-135 , f e 4& fe /0 01 S "o c IJ14. Z, (2, e SToZZ� irar S (2;6} -7.5•0ya C t3g� 3 . g g� « (, �-tie 5T4VZ 1 e.uP I — («e (o P= x.10 � w C—u 5, 0 f (9 s" ,13Z/ z76 :.,-f'78i Ao Lit �,o 1-S - /-135 , f e 4& fe /0 01 S "o c IJ14. Z, (2, e SToZZ� irar S (2;6} -7.5•0ya C t3g� 3 . g g� « (, �-tie 5T4VZ Frank M. Glazewski Architect JOB BY v Qn1 f ti (,(oq1j4,o = o`(-4 Kyr �W �il� � Gt.i trr�rl AvN(ks, �o(fs 3s- Gf sill I<- D SHEET NO. DATE V� a= C Y2. (,-Dm) zo Of Frank M. Glazewski Architect JOB SHEET NO. BY DATE _ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Wall line analysis Frank Glazewski - Architect 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Date 3/26/00 Description Dahlin residence inches o.c. at SW 112" dia. good for 0.730 kips/each 112" dia. at 52 inches o.c. max. Connector A35 �v0.450 kips/each Level ILower Line ® P lateral 2.250 kips Total wall length 13.500 feet Wall framing species 1HF • ❑ Applicable? A35 at Shearwall v 0.167 kips/ft Okl Shearwall Mark v cap Exterior user defined 12 0.279 kips/ft Interior INone 13 0.000 kips/ft v allow 0.279 kips/ft If user -defined SW used; Description 5/8" Panel siding 612 v allow 0.340 kips/ft Sill nailing ❑ Applicable? 16d sinker good for 0.134 kips/each 0.134 = 0.804 feet 0.167 Anchor bolts 0.730 0.167 Blockino/toD elate Length of attachment v ❑Q Applicable? = 4.380 feet Q Applicable? 13.50 1 feet 0.167 kips/ft Connectors at rim joist to mudsill/cripple wall top plate v 0.167 kips/ft 16d nails at 16 inches o.c. at SW 112" dia. good for 0.730 kips/each 112" dia. at 52 inches o.c. max. Connector A35 �v0.450 kips/each Connectors 32 inches o.c. max. ❑ Applicable? A35 at 0 inches o.c. max. Page 1 qj `17 Line geometry Frank Glazewski - Architect 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Shearwall summary - Line geometry Description Dahlin residence Date 3/26/00 Level Lower Line V1 V1 V2 Q V3 0 V4 v4 Segment Desc. Wall Opening j;,*'-�,,,,Z-1 0.03 110. ,-.1 1,"1�8, Force 54.50 0 54.50 y 13.50 w 13.50 y -1.803 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Total lengths 13.50 54.50 Maximum collector force 1.803 kips 16d nail good for 0.115 kips/each Splice 16 16d nails Page 1 Frank Glazewski - Architect 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Shearwall summary - Wall stability Description Dahlin residence Level Lower Line v Assembly dead loads: Roof 0.021 ksf Floor 0.011 ksf Wall 0.010 ksf Stability details 0.167 kips/ft Design controlled by: Seismic Dead load reduction factor: 0.667 Date 3126100 Shearwall Dead load trib. Lengths vLLv O 3 s - Y UE2 O Holdown°O >> .OS Q H v ��m N OY d 13.50 9.00 9.00 6.25 0.221 20.3 13.4 13.00 0.87 0.87 L1T20B/2-2x6 Page 1 Wall line analysis Frank Glazewski - Architect 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 3434630 Date 3/26/00 Description Dahlin residence Level ILower I Line © P lateral 1.950 kips Total wall length 5.330 feet/ Wall framing species JHF • Shearwall v 0.366 kips/ft Okl Shearwall Mark v cap Exterior User defined 12 0.418 kips/ft Interior INone 13 0.000 kips/ft v allow 0.418 kips/ft If user -defined SW used; Description 5/8" Panel siding 4",12" v allow 0.510 kips/ft Sill nailing ❑� Applicable? 16d sinker good for 0.134 kips/each 0.134 = 0.366 feet 0.366 16d nails at 4 inches o.c. at SW Anchor bolts ✓❑ Applicable? 0.730 0.366 Blockinq/top plate Length of attachment v = 1.995 feet ❑ Applicable? 13.50 feet 0.144 kips/ft Connectors at rim joist to mudsill/cripple wall top plate v 0.366 kips/ft 1/2° dia. good for 0.730 kips/each 1iiq& 1/2" dia. at inches o.c. max. Connector Ass -0.450 kips/each Connectors 37 inches o.c. max.. E] Applicable? A35 at inches o.c. max. Page 1 99 [00 Line geometry Frank Glazewski - Architect Date 3/26/00 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Shearwall summary - Line geometry Description I Dahlin residence Level Lower Line B I V1 V1 V2 v2 V3 Q V4 v4 Segment Desc. Wall Opening 0.07 Force 12.50 0 12.50 y 10.50 0 10.50 y -0.860 5.33 w 5.33 y -1.583 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Total lengths 5.33 23.00 Maximum collector force 1.583 kips 16d nail good for 0.115 kips/each Splice 14 16d nails Page 1 Frank Glazewski - Architect 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Shearwall summary - Wall stability Description Dahlin residence Level Lower Line © v Assembly dead loads: _ Roof 0.021 ksf Floor 0.011 ksf Wall 0.010 ksf 'Dt Stability details 0.366 kips/ft Design controlled by: Seismic Dead load reduction factor: 0.667 Date 3126100 Shearwall Dead load trib. Lengths COE 3 ` L _ O O a H x w Y J C U n 131 f Holdown J U)2 LL O F- 0 fI 0 CU 5.33 11.00 11.00 10.00 0.320 21.5 3.0 4.83 4.02 4.02 MTT28B/2-2x6 SST1%Z0 Page 1 Wall line analysis Frank Glazewski - Architect Date 3/26100 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Description Dahlin residence Level Lower Line C.1 P iaterai 4.470 kips Total wall length 8.750 fee Wall framing species DFL Shearwall v 0.511 kips/ft Oki Shearwall Mark v cap Exterior 1�2° cdx plywood with 10d nails at 3", 12" o.c. 4W 6 0.600 kips/ft Interior hone 13 0.000 kips/ft v allow 0.600 kips/ft If user -defined SW used; Description 518" Panel siding 4",12" v allow 0.510 kips/ft Sill nailing Applicable? 16d sinker good for 0.154 kips/each 0.154 = 0.301 feet 0.511 16d nails at 3 inches o.c. at SW Anchor bolts 0 Applicable? 0.820 0.511 Blocking/top plate Length of attachment v 1.605 feet ❑Q Applicable? 8.75 feet 0.511 kips/ft 112"dia. good for 0.820 kips/each 9''°% 112" dia. at ,#� inches o.c. max. Connector A35 • 0.450 1 kips/each Connectors Connectors at rim joist to-mudsill/cripple wall top plate v 0.511 kips/ft A35 at Page 1 11 inches o.c. max. 10 Q✓ Applicable? 11 inches o.c. max. (-07- Wall 02 (TJ5 Line geometry Frank Glazewski - Architect 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Shearwall summary - Line geometry Description [Dahlin residence Date 3/26/00 Level Lower Line C.1 I V1 V1 V2 Q V3 Q V4 v4 Segment Desc. Wall Opening -F-8 Force 14.00 0 14.00 y 11.00 0 11.00 y -2.503 4.67 0 4.67 -4.470 8.75 w 8.75 -4.470 Total lengths 8.75 29.67 Maximum collector force 4.470 kips 16d nail good for 0.132 kips/each Splice 34 16d nails dw Page 1 iCy1 Stability details Frank Glazewski - Architect Date 3126100 1907 Mangrove Avenue Suite E ' Chico, California 95926 LQ—' Tel (530) 343-4630 o c 0 vO Shearwall summary - Wall stability N Description Dahlin residence O > n v Level Lower Line C.1 v 0.511 kips/ft Assembly dead loads: Design controlled by: Roof FOY021 k s f Seismic Floor 0.011 ksf Dead load reduction factor: Wall Lq.010 ksf 0.667 Shearwall Dead load trib. Lengths (O 2 a`Oi LQ—' v tO o c 0 vO F7a' N U 4!5- m � O > n v HOIdOwn v o i- . 8.75 9.00 9.00 0.090 40.2 2.3 8.25 4.69 4.69 HD8Al2-2x6 SsM3 e, Page 1 Wall line analysis Frank Glazewski - Architect 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 3434630 Date 3/26/00 Description Dahlin residence Level I Lower I Line P lateral 3.670 kips 0 Total wall length 12.750 feet Wall taming species 9 9 HF Shearwall v 0.288 kips/ft Okl Shearwall Mark v cap Exterior3/8" ccbc plywood with 8d nails at 4", 12" o.c. 2 0.312 kips/ft Interior None 13 0.000 kips/ft v allow 0.312 kips/ft If user -defined SW used; Description 518" Panel siding 4",12" v allow 0.510 kips/ft M Sill nailing 0 Applicable? 16d sinker good for 0.134 kips/each 0.134 = 0.288 Anchor bolts 0.730 0.288 Blockina/tor, plate Length of attachment v 0 Applicable? 0.466 feet 16d nails at 5 inches o.c. at SW 112" dia. good for 0.730 kips/each 2.536 feet 1/2" dia. at 30 inches o.c. max. ❑� Applicable? Connector A35 , 0.450 kips/each 37.50 1 feet 0.098 kips/ft Connectors 48 inches o.c. max. Connectors at rim foist to mudsill/cripple wall top plate p applicable? 18 v 0.288 kips/ft A35 at inches o.c. max. Page 1 Sill nailing 0 Applicable? 16d sinker good for 0.134 kips/each 0.134 = 0.288 Anchor bolts 0.730 0.288 Blockina/tor, plate Length of attachment v 0 Applicable? 0.466 feet 16d nails at 5 inches o.c. at SW 112" dia. good for 0.730 kips/each 2.536 feet 1/2" dia. at 30 inches o.c. max. ❑� Applicable? Connector A35 , 0.450 kips/each 37.50 1 feet 0.098 kips/ft Connectors 48 inches o.c. max. Connectors at rim foist to mudsill/cripple wall top plate p applicable? 18 v 0.288 kips/ft A35 at inches o.c. max. Page 1 En. ILine geometry Frank Glazewski - Architect Date 3/26/00 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Shearwall summary - Line geometry Description I Dahlin residence ILevel Lower Line D V1 V1 V2 Q V3 v3 V4 v4 Force Segment Desc. Wall Opening 0.10 12.75 w 12.75 y 25.00 0 25.00 y 2.430 Total lengths 12.75 25.00 Maximum collector force 2.430 kips 16d nail good for 0.115 kips/each Splice 21 16d nails Page 1 Stability details Frank Glazewski - Architect Date 3126100 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Shearwall summary - Wall stability Description Dahlin residence Level Lower Line OD v Assembly dead loads: Roof 0.021 ksf Floor0.011 ksf Wall 0.010 ksf 0.288 kips/ft Design controlled by: Seismic Dead load reduction factor: 0.667 Shearwall Dead load trib. Lengths aci LM � o o s ~ a Y v E a > HOldown CD C2 LL d i- 12.75 9.00 9.00 13.25 0.368 33.0 20.0 12.25 1.61 1.61 HTT1612-2x6 Page 1 Wall line analysis Frank Glazewski - Architect Date 3/26/00 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Description Dahlin residence Level Lower Line P lateral 1.740 kips Total wall length 9.000 feet Wall framing species HF • Shearwall v 0.193 kips/ft Oki Shearwall Mark v cap Exterior 3/8" cdx plywood with 8d nails at 6", 12" O.C. 1 0.213 kips/ft Interior None 13 0.000 kips/ft v allow 0.213 kips/ft If user -defined SW used; Description 518" Panel siding 4",12" V allow 1 0.510 kips/ft Sill nailinq 21 Applicable? 16d sinker good for 0.134 kips/each 0.134 = 0.693 feet 0.193 16d nails at 8 inches o.c. at SW Anchor bolts 2 Applicable? 1/2" dia. good for 0.730 kips/each 0.730 0.193 Blocking/top plate Length of attachment v = 3.776 feet ❑ Applicable? 16.00 feet 0.109 kips/ft Connectors at rim joist to-mudsill/cripple wall top plate. v 0.193 kips/ft 1/2" dia. at T inches o.c. max. Connector I A35 Jw 1 0.450 kips/each Connectors 48 inches o.c. max. 4t Applicable? A35 at 28 inches o.c. max. Page 1 Line geometry Frank Glazewski - Architect 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Date 3/26/00 Shearwall summary - Line geometry Description [Dahlin residence Level Lower Line VI V1 V2 Q V3 0 V4 v4 Segment Desc. Wall Opening 0.11 1*'.".."�-,�ll'.1"",�"-.;",,";l?,"�,'�'�"*""I 1..%**�',�.*.".-,,�"I'�,�����"-,.'klli�k""I'I 1*'..'�"�1.11���'..,*��I'l�".-"-."�-,,..'*--.�*,,*.',',.*,'� Force 6.50 0 6.50 y 9.00 w 9.00 y -0.730 Total lengths 9.00 Maximum collector force 16d nail good for 6.50 0.730 kips 0.115 kips/each Page 1 Splice 6 16d nails 0 Frank Glazewski - Architect 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Shearwall summary - Wall stability DescriptionDahlin _ residence Level Lower Line OF v Assembly dead loads: v O Roof 0.021 ksf Floor 0.011 ksf Wall 0.010 ksf p Stability details 0.193 kips/ft Design controlled by: Seismic Dead load reduction factor: 0.667 Date 3126100 Shearwall Dead load Crib. Lengths N v v O o _ Y x J Z a U a Y� E a ::D a Holdown N � _ O O U- � _ ani N - i- _� �- c p a 9.00 10.31 10.31 4.50 0.198 17.9 5.3 8.50 1.69 1.69 LTT20B/2-2x6 Page 1 Wall line analysis Frank Glazewski - Architect Date 3126/00 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 3434630 Description Dahlin residence Level Lower I Line G+H P lateral 3.480 kips Total wall length 18.670 feet Wall framing species 1HF • Shearwall v 0.186 kips/ft Oki Shearwall Mark v cap Exterior User defined 12 0.279 kips/ft Interior lNone 13 0.000 kips/ft v allow 0.279 kips/ft If user -defined SW used; Description 518" Panel siding 6",12" v allow 0.340 kips/ft Sill nailing 17,1 Applicable? 16d sinker good for 0.134 kips/each 0.134 = 0.719 feet 0.186 16d nails at 8 inches o.c. at SW Anchor bolts Q Applicable? 112" dia. good for 0.730 kips/each 0.730 = 3.916 feet 0.186 112" dia. at 46 inches o.c. max. Blocking/top plate Q Applicable? Connector I A35 0.450 kips/each Length of attachment 40.00 feet v 0.087 kips/ft Connectors 48 inches o.c. max. Connectors at rim joist to mudsill/cripple wall top plate ❑� Applicable? v 0.186 kips/ft A35 at 29 inches o.c. max. Page 1 Line geometry Frank Glazewski - Architect Date 3/26/00 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Shearwall summary - Line geometry Description I Dahlin residence Page 1 Level Lower Line G+H I V1 V1 V2 Q V3 Q V4 v4 Se gment Desc. 9.67 0 Wall Opening 0.04 0.04 Force 9.67 y 3.25 0 3.25 y -0.358 3.00 0 3.00 y -0.479 6.75 w 6.75 y -0.590 3.00 0 3.00 y 0.418 18.00 0 7.75 0 18.00 7.75 y y 0.307 -0.360 3.67 w 3.67 y -0.648 10.00 0 10.00 y -0.100 4.25 w 4.25 y -0.470 4.00 w 4.00 y 0.164 8.76 0 8.75 y 0.769 13.00 0 13.00 y 0.459 0.000 0.000 0.000 0.000 0.000 0.000. 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Total lengths 18.67 76.42 Maximum collector force 0,769 kips 16d nail good for 0.115 kips/each Splice 7 16d nails Page 1 Frank Glazewski Architect 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Shearwall summary - Wall stability Description Dahlin residence c Level Lower Line G+H Assembly dead loads: .9 Roof 0.021 ksf Floor 0.011 ksf Wall 0.010 ksf Shearwall I Dead load trib. Lenaths Stability details v 0.186 kips/ft Design controlled by: Seismic Dead load reduction factor: 0.667 Date 3126100 6.75 Lo — c `o i Y .9 8.25 U o Y E Y > Y Holdown U _ a 6.75 9.58 9.58 9.00 3.67 9.00 9.00 7.00 8.25 9.00 9.00 4.00 0.285 12.1 4.3 6.25 1.47 0.237 6.16 1.06 3.17 1.72 0.174 13.84 3.95 7.75 1.45 Page 1 1.47 L 112UB/2-2x6 1.72 LTT20B12-2x6 1.45 LTT20Bf2-2x6 10 Wall line analysis Frank Glazewski - Architect 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Date 3/26100 Description Dahlin residence Level I Lower I Line P lateral 2.600 kips Total wall length 17.000 feet f Wall framing species JHF Shearwall v 0.153 kips/ft Ok! Shearwall Mark v cap Exterior =user 12 0.279 kips/ft Interior I None 13 0.000 kips/ft v allow 0.279 kips/ft If user -defined SW used; _ Description 5/8" Panel siding 6",12" v allow 0.340 kips/ft Sill nailing ❑ Applicable? 16d sinker good for 0.134 kips/each 0.134 = 0.876 feet 0.153 16d nails at 16 inches o.c. at SW Anchor bolts Applicable? 112"dia. good for 0.730 kips/each 0.730 = 4.773 feet 5q ` 0.153 112" dia. at inches o.c. max. Blockingltop plate Q Applicable? Connector I A35 0.450 kips/each Length of attachment 25.00 feet v 0.104 kips/ft Connectors 48 inches o.c. max. Connectors at rim ioist to mudsill/cripple wall top plate ❑ Applicable? v 0.153 kips/ft A35 at 0 inches o.c. max. Page 1 p Line geometry Frank Glazewski - Architect 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Date 3/26/00 Shearwall summary - Line geometry Description Dahlin residence Level FLower Line . V1 V1 V2 v2 V3 0 V4 v4 Segment Desc. Wall Opening 0.10 Force 5.50 0 5.50 y 3.00 0 3.00 y -0.561 17.00 w 17.00 y -0.867 Total lengths 17.00 8.50 Maximum collector force 0.867 kips 16d nail good for 0.115 kips/each Splice 8 16d nails Page 1 PO Stability details Frank Glazewski o Architect Date 3126100 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Shearwall summary - Wall stability Description Dahlin residence Level Lower Line 0 v 0.153 kips/ft Assembly dead loads: Design controlled by: Roof 0.021 ksf Seismic Floor 0.011 ksf Dead load reduction factor: Wall 0.010 ksf 0.667 Shearwall Dead load trib. Lengths v =_ Yv y U _ Y~2Q E O x �O Holdown _ lTJ " d oti aci LD m a 17.00 9.00 9.00 2.00 0.132 23.4 12.7 16.50 0.90 0.90 LTT20B/2-2x6 Page 1 Wall line analysis Frank Glazewski - Architect Date 3126100 1907 Mangrove Avenue Suite E Chico, California 95926 Tel(530)343-4630 Description Dahlin residence Level I Lower 1 Line P lateral 2.110 kips Total wall length 14.000 feet Wall framing species IHF Shearwall v 0.151 kips/ft Okl Shearwall Mark v cap Exterior User defined 12 0.279 kips/ft Interior I None 13 0.000 kipslft V allow 0.279 kips/ft If user -defined SW used; Description 518" Panel siding 6",12" v allow 0.340 kips/ft Sill nailing ❑ Applicable? 16d sinker good for 0.134 kips/each 0.134 = 0.889 feet 0.151 16d nails at 16 inches o.c. at SW Anchor bolts ❑ Applicable? 0.730 = 4.844 feet 0.151 Blocking/top plate Length of attachment v Q Applicable? 26.00 feet 0.081 kips/ft 112" dia. good for 0.730 kips/each 112" dia. at 58 inches o.c. max. Connector i A35— 1 0.450 kips/each Connectors Connectors at rim foist to mudsill/cripple wall top plate v 0.151 kips/ft A35 at Page 1 48 inches o.c. max. ❑ Applicable? 0 inches o.c. max. p I I I I I I I I I Line geometry Frank Glazewski - Architect 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Shearwall summary - Line geon Description I Dahlin residence Date 3/26/00 Level Lower Line I— V1 V1 V2 Q V3 Q V4 v4 Segment Desc. Wall Opening 0.08orce IR 1 7.00 w 7.00 y 4.00 0 4.00 y 0.487 4.00 0 4.00 y 0.162 4.00 0 4.00 y -0.162 7.00 w 7.00 y -0.487 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Total lengths 14.00 12.00 Maximum collector force 0.487 kips 16d nail good for 0.115 kips/each Splice 4 16d nails Page 1 Stability details Frank Glazewski o Architect Date 3126100 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Shearwall summary - Wall stability Description Dahlin residence U yQ Level Lower Line v 0.151 kips/ft Assembly dead loads: Design controlled by: Roof 0.021 ksf Seismic Floor 0.011 ksf Dead load reduction factor: Wall 0.010 ksf 0.667 Shearwall Dead load trib. Lengths 5) C13v CD U yQ N Y HoldownE LL 7.00 9.00 9.00 4.00 U.174 9.5 2.8 6.5U 1.11 1.1 l L I I ZUt3/Z-Zx6 Page 1 Wall line analysis Frank Glazewski - Architect 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Date 3126100 Description Dahlin residence Level Lower Line 0 P lateral 2.390 kips Total wall length 16.000 feet Wall framing species HF • Shearwall v 0.149 kips/ft OkI Shearwall Mark v cap Exterior user defined 12 0.279 kips/ft Interior INone • 13 0.000 kips/ft v allow 0.279 kips/ft If user -defined SW used; Description 518" Panel siding 6",12" v allow 0.340 kips/ft Sill nailing ❑ Applicable? 16d sinker good for 0.134 kips/each 0.134 = 0.897 feet 0.149 16d nails at 16 inches o.c. at SW Anchor bolts Q Applicable? 0.730 0.149 Blocking/top plate Length of attachment v = 4.887 feet Q Applicable? 52.00 feet 0.046 kips/ft Connectors at rim foist to mudsill/cripple wall top plate v 0.149 kips/ft 112" dia. good for 0.730 kips/each 112" dia. at 58 inches o.c. max. Connector I A35 Jw 1 0.450 1 kips/each Connectors 48 ineheso.c. max. W ❑ Applicable? A35 at 0 inches o.c. max. Page 1 120 I I I Line geometry Frank Glazewski - Architect 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Shearwall summary - Line geory Description I Dahlin residence Level I Lower I Line Date 3126/00 Page 1 tAk V1 v1 V2 Q V3 0 V4 v4 Segment Desc. Wall Opening IMI 0.05 F, —1 1=1 IMMI I Force 2.00 0 2.00 Y 4.00 0 4.00 Y -0.092 4.00 0 4.00 Y -0.276 4.00 0 4.00 Y -0.460 6.00 0 6.00 Y -0.643 4.00 0 4.00 Y -0.919 8.00 w 8.00 Y -1.103 4.00 0 4.00 Y -0.276 8.00 w 8.00 Y -0.460 4.00 0 4.00 Y 0.368 4.00 0 4.00 Y 0.184 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Total lengths 16.00 36.00 Maximum collector force 1.103 kips 16d nail good for 0.115 kips/each Splice 10 16d nails Page 1 tAk Frank Glazewski - Architect 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Shearwall summary - Wall stability Description Dahlin residence Level Lower Line 1.000 Assembly dead loads: 8 Roof 0.021 ksf Floor 0.011 ksf Wall 0.010 ksf 1211 Stability details 4 v 0.149 kips/ft Design controlled by: Seismic Dead load reduction factor: 0.667 Date 3126100 Shearwall Dead load trib. Lengths _ v c 0 8 Y o Cn QJ U .-. E o N Y o Holdown L = M v O F- v F- .n (d 8.00 9.U0 9.UU 16.UU U.426 1U.8 9.1 /.5U U.b3 U.b3 L I I ZUIi/Z-ZXb Page 1 Wall line analysis Frank Glazewski - Architect Date 3126/00 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 3434630 Description Dahlin residence Level ILower Line P lateral 1.630 kips Total wall length 13.750 feet O Wall framing species FHF Shearwall v 0.119 kips/ft Okl Shearwall Mark v cap Exterior user defined IV 12 0.279 kips/ft Interior INone 13 0.000 kips/ft v allow 0.279 kips/ft If user -defined SW used; Description 5/8" Panel siding 6",12" v allow 0.340 kips/ft Sill nailing ❑ Applicable? 16d sinker good for 0.134 kips/each 0.134 = 1.130 feet 0.119 16d nails at 16 inches o.c. at SW Anchor bolts Applicable? 1/2" dia. good for 0.730 kips/each 0.730 = 6.158 feet 0.119 112" dia. at 72 inches o.c. max. Blocking/top plate Length of attachment v ❑ Applicable? 13.75 feet 0.119 kips/ft Connectors at rim foist to mudsill/cripple wall top plate v 0.119 kips/ft Connector IA35 I •0.450 kips/each Connectors 46 inches o.c. max. IN/ ❑ Applicable? A35 at 0 inches o.c. max. Page 1 Iz3 Line geometry Frank Glazewski - Architect 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Shearwall summary - Line geon Description I Dahlin residence Date 3/26/00 Level Lower Line 2 1 V1 V1 V2 Q V3 Q V4 v4 Segment Desc. Wall OpeningFo 0.04 rc e 10.00 0 10.00 y 11.75 w 11.75 y -0.390 2.00 w 2.00 y 0.544 18.00 0 18.00 y 0.703 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Total lengths 13.75 28.00 Maximum collector force 0.703 kips 16d nail good for 0.115 kips/each Splice 6 16d nails Page 1 Frank Glazewski o Architect 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Shearwall summary - Wall stability Description Dahlin residence Level Lower Line 2.000 v Assembly dead loads: O Roof 0.021 ksf Floor 0.011 ksf Wall 0.010 ksf ( zS Stability details 0.119 kips/ft Design controlled by: Seismic Dead load reduction factor: 0.667 Date 3126100 Shearwall Dead load trib. Lengths CU N vv O O yS s~ v _ N r v H c V 15 a> v C C Y p _ CO Holdown LL H H flCU 13.75 13.75 13.75 1U.UU U.346 ZZ.4 21.9 13.25 U.59 U.59 LI I ZUB/Z-Zxb Page 1 Wall line analysis Frank Glazewski - Architect 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 3434630 Date 3/26/00 Description Dahlin residence Level I Lower I Line 0 P lateral 3.340 kips Total wall length 7.500 feet Wall framing species Shearwall v 0.445 kips/ft Okl Shearwall Mark v cap Exterior 5s" cchc plywood with 8d nails at 3",12" o.c. 3 0.490 kips/ft Interior None 13 0.000 kips/ft v allow 0.490 kips/ft If user -defined SW used; Description 518" Panel siding 6",12" 0 v allow 0.340 kips/ft Sill nailing ❑✓ Applicable? 16d sinker good for 0.154 kips/each 0.154 = 0.346 feet , 0.445 16d nails at 4 inches o.c. at SW Anchor bolts Q Applicable? 0.820 0.445 Blocking/top plate Length of attachment v 1.841 feet n Applicable? 14.00 feet 0.239 kips/ft 112" dia. good for 0.820 kips/each 1/2" dia. at inches o.c. max. Connector A35 • 0.450 kips/each Connectors Connectors at rim joist to mudsill/cripple wall top plate v 0.445 kips/ft A35 at Page 1 23 inches o.c. max. 0 Applicable? 12 inches o.c. max. E �R Line geometry Frank Glazewski - Architect 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Shearwall summary - Line geometry Description I Dahlin residence Date 3/26/00 Level Lower..__ Line 3 1 V1 V1 V2 v2 V3 Q V4 v4 Segment Desc. Wall Opening F --F- IMI IMI 11=1 Force 23.50 0 23.50 y 6.75 0 6.75 y -2.079 7.50 w 7.50 y -2.676 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Total lengths 7.50 30.25 Maximum collector force 2.676 kips 16d nail good for 0.132 kips/each Splice 20 16d nails Page 1 t vA Stability details Frank Glazewski - Architect Date 3126100 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Shearwall summary - Wall stability Description Dahlin residence Level Lower Line 3.000 v 0.445 kips/ft Assembly dead loads: Design controlled by: Roof 0.021 ksf Seismic Floor 0.011 ksf Dead load reduction factor: Wall 0.010 ksf 0.667 Shearwall Dead load trib. Lengths Z C — �p ` o cL' Y Y Cn U n E Y Holdown = Q' LL .. 0 F- v F- .0 d CU 7.50 9.UU 9.UU U.090 3U.1 1. / /.UU 4.13 4.13 MI I Zdb/'1-1X6 S OZO Page 1 Frank M. Glazewski Architect JOB SHEET NO. IBY DATE ict (o6,GiS -��/oM ✓"o( +0 GQ(2P�+ �e�e� �vr� `t � �, 2— Cs t6 Cst6 o i 1 i Z- VZ- 2-1SW 1 1� 1 I 1 «U Wall line analysis Frank Glazewski - Architect = 0.415 feet Date 3/26/00 1907 Mangrove Avenue Suite E 16d nails at 4 inches o.c. at SW Anchor boltsApplicable? Chico, California 95926 for 0.730 kips/each Tel (530) 343-4630 0.730 = 2.262 feet 0.323 112" dia. at 1- inches o.c. max. Blocking/top plate Description Dahlin residence A35 0.450 kips/each Length of attachment 7.50 feet Level ILower I Line 4.2 P lateral 2.420 kips Total wall length 7.500 feet Wall framing species JHF • 17 inches o.c. max. 46 Shearwall v 0.323 kips/ft Okl Shearwall % Mark v cap Exterior 3/8" cdx plywood with 8d nails at 3", 12" o.c. `,f 3 0.402 kips/ft Interior None 13 0.000 kips/ft v allow 0.402 kips/ft If user -defined SW used; Description 518" Panel siding 6",12" v allow 0.340 kips/ft Sill nailing p Applicable? 16d sinker good for 0.134 kips/each 0.134 = 0.415 feet 0.323 16d nails at 4 inches o.c. at SW Anchor boltsApplicable? 112" dia. good for 0.730 kips/each 12fo11 0.730 = 2.262 feet 0.323 112" dia. at 1- inches o.c. max. Blocking/top plate FII Applicable? Connector A35 0.450 kips/each Length of attachment 7.50 feet v 0.323 kips/ft Connectors 17 inches o.c. max. 46 Connectors at rim joist to mudsill/cripple wall top plate R] Applicable? r6 `, v 0.323 kips/ft A35 at y7 inches o.c. max. Page 1 Total lengths 7.50 Maximum collector force 16d nail good for kips 0.115 kips/each Splice 4 16d nails Page 1 �5l Line geometry Frank Glazewski - Architect Date 3/26/00 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Shearwall summary - Line geometry Description Dahlinresidence Level Lower Line 4.2 V1 V1 V2 Q V3 Q V4 v4 Segment Desc. Wall Opening 1 ��6 10.32 Force 7.50 w 7.50 y Total lengths 7.50 Maximum collector force 16d nail good for kips 0.115 kips/each Splice 4 16d nails Page 1 �5l �5Z ' Stability details ' Frank Glazewski - Architect Date 3/26/00 1907 Mangrove Avenue Suite E Chico, California 95926 ' Tel (530) 343-4630 Shearwall summary - Wall stability n Description Dahlin residence CCO ' Level Lower Line 4.2 v 0.323 kips/ft Assembly dead loads: Design controlled by: Roof 0.021 ksf Seismic Floor 0.011 ksf Dead load reduction factor: ' Wall 0.010. ksf 0.667 Shearwall I Dead load trib. Lengths 7.50 9.00 9.00 2.00 0.132 21.8 2.5 7.00 2.88 2.88 HTT16/2-2x6 Page 1 v E n a� CCO S o x 0 �� � � L x� a o Holdown LL CU 7.50 9.00 9.00 2.00 0.132 21.8 2.5 7.00 2.88 2.88 HTT16/2-2x6 Page 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Frank M. Glazewski 133 Architect SOB SHEET NO. BY DATE fi"rauisfer Iafeval loads -vavm d( 1L,i .�10+2,33 :3,Z�� v; _ 3 Zy/(o, e 3 ; , q g2 -/' Ck Y O f o-7. t�D h 4�7v uQ, Gjrld 6n.Z Urq --POD"Gt�z J�r S.Zs' �V( N Zu �a1 100y, V)al�,e4 w/ (o- Ott'" 3y- ✓ne,A Lx� -LFA, ((9w =. (oyO 'yIGy T6f C 3.ZJ(rJ.ZJ/�p,V3�- 2,53 Zi— r✓m Gl /7v�R Pwtc� �� D� Wall line analysis Frank Glazewski - Architect 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Date 3/26100 Description Dahlin residence � -i Level Lower Line: P lateral 4.530 kips f I Taal wall length 11.111 eet Wall framing a , species DFL Shearwall v 0.412 kips/ft Ok! Shearwall 'A Mark v cap Exterior3/8" c�c plywood with 8d nails at 3", 12" o.c. 3 0.490 kips/ft Interior iNone 13 0.000 kips/ft v allow 0.490 kips/ft If user -defined SW used; Description Panel siding 6",12" 518" v allow 0.340 kips/ft (� it <0 inches o.c. max. 2�i ❑� Applicable? { I1� � Sill nailing ❑� Applicable? 16d sinker good for 0.154 kips/each 0.154 = 0.374 feet 0.412 16d nails at 4 inches o.c. at SW Anchor bolts 0.820 0.412 Blockina/toD plate Length of attachment v 0 Applicable? 1.991 feet QQ Applicable? 11.00 1 feet 0.412 kips/ft 112" dia. good for 0.820 kips/each 112" dia. at inches o.c. max. Connector A35 • 0.450 kips/each Connectors Connectors at rim foist to mudsill/cripple wall top plate v 0.412 kips/ft A35 at Page 1 inches o.c. max. � 3`1 x.35 Line geometry Frank Glazewski - Architect 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Date 3/26/00 Shearwall summary - Line geometry Description Dahlin residence Level Lower Line '&Z V1 V1 V2 Q V3 v3 V4 v4 Segment Desc. Wall Opening 0.41 1",, 1 1 [1,5 Force 11.00 w 11.00 y Total lengths 11.00 Maximum collector force kips 16d nail good for 0.132 kips/each Splice 4 16d nails Page 1 plo Stability details Frank Glazewski o Architect Date 3/26/00 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Shearwall summary - Wall stability Description Dahlin residence Level Lower Line v 0.412 kips/ft Assembly dead loads: Design controlled by: Roof 0.021 ksf Seismic Floor 0.011 ksf Dead load reduction factor: Wall 0.010 ksf 0.667 Shearwall Dead load trib. Lengths a g S Y Y GI a o n o HoldownLL MCU 11.00 9.00 9.00 0.090 40.8 3.6 10.50 3.65 3.65 MTT28B/2-2x6 -5's TA' 7.0 Page 1 Wall line analysis Frank Glazewski o Architect Date 3126100 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 DescriptionDahlin residence Level Lower Line P lateral 3.830 kips Total wall length 11.500 feet Wall framing species I HF Shearwall v 0.333 kips/ft Shearwall Exterior Interior Okl Mark v cap None 4 3 0.402 kips/ft 13 0.000 kips/ft v allow 0.402 kips/ft 3/8" cdx plywood with 8d nails at 3", 12" o.c. None 4 If user -defined SW used; Description 518" Panel siding 6",12" Sill nailing R] Applicable? V allow 0.340 kips/ft 16d sinker good for 0.134 kips/each 0.134 = 0.402 feet 0.333 16d nails at Anchor bolts Q Applicable? 112" dia. good for 0.730 = 2.192 feet 0.333 112" dia. at Blocking/top plate Length of attachment v ❑� Applicable? 11.50 feet 0.333 kips/ft Connectors at rim foist to mudsill/cripple wall top plate v 0.333 kips/ft 4 inches o.c. at SW 0.730 kipsleach 26 inches o.c. max. Connector I A35 Iw 1 0.450 1 kips/each Connectors 16 inches o.c. max: -*'O)' Q Applicable? A35 at 16 inches o.c. max. Page 1 t (3� Line geometry Frank Glazewski - Architect 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Shearwall summary - Line geometry Description [—Dahlin residence Date 3/26/00 Level Lower Line 7 1 V1 V1 V2 Q V3 Q V4 v4 Segment Desc. Wall Opening 1� JERI IMI 1=1 Force 15.00 0 15.00 y 7.50 0 7.50 y -1.690 11.50 w 11.50 y -2.535 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Total lengths 11.50 22.50 Maximum collector force 2.535 kips 16d nail good for 0.115 kips/each Splice 22 16d nails Page 1 BI Stability details Frank Glazew►ski - Architect Date 3126/00 1907 Mangrove Avenue Suite E N Chico, California 95926 (O Tel (530) 343-4630 v O Shearwall summary - Wall stability � Description Dahlin residence G E v N n v Level Lower Line 7.000 v 0.333 kips/ft Assembly dead loads: Design controlled by: Roof 0.021 ksf Seismic Floor 0.011 ksf Dead load reduction factor: Wall 0.010 ksf 0.667 Shearwall Dead load trib. Lengths N (O z �O v O J � v G E v N n v Holdown 2 LL. v z ~ ~ d 11.50 11.33 11.33 2.00 0.155 43.4 6.8 11.00 3.53 3.53 M T 1286/Z -2x6 55TO-to Page 1 qa Wall line analysis Frank Glazewski - Architect Date 3126100 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 3434630 Description Dahlin residence Level I Lower Line 0 P lateral 1.860 kips Total wall length 22.250 feet Wall framing species I HF 17-1 Shearwall v 0.084 kips/ft Oki Shearwall Mark v cap Exterior user defined 12 0.279 kips/ft Interior I None 13 0.000 kips/ft v allow 0.279 kips/ft If user -defined SW used; /7 Description 518" Panel siding 6",12" a v allow 0.340 kips/ft Sill nailinq Applicable? 16d sinker good for 0.134 kips/each 0.134 = 1.603 feet 0.084 16d nails at 16 inches o.c. at SW Anchor bolts Applicable? 112" dia. good for 0.730 kips/each 0.730 = 8.733 feet 0.084 112" dia. at 72 inches o.c. max. Blocking/top plate ❑� Applicable? Connector Ass 0.450 kips/each Length of attachment 27.50 1 feet v 0.068 kips/ft Connectors 48 inches o.c. max. Connectors at rim foist to mudsilllcripple wall top plate ❑Applicable? v 0.084 kips/ft A35 at 0 inches o.c. max. Page 1 Line geometry Frank Glazewski - Architect Date 3/26/00 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Shearwall summary - Line geometry Description Dahlin residence Level Lower Line V1 VI V2 Q V3 Q V4 v4 Segment Desc. Wall Opening 0.07 Force 10.25 w 10.25 y 12.00 w 12.00 y 0.157 5.00 o 5.00 y 0.341 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Total lengths 22.25 5.00 Maximum collector force 0.341 kips 16d nail good for 0.115 kips/each Splice 4 16d nails Page 1 67, ' Stability details Frank Glazewski o Architect Date 3126100 1907 Mangrove Avenue Suite E Chico, California 95926 ' Tel (530) 343-4630 ' Shearwall summary - Wall stability Description Dahlin residence ' Level Lower Line 9.000 v 0.084 kips/ft Assembly dead loads: Design controlled by: Roof 0.021 ksf Seismic Floor[wksf ksf Dead load reduction factor: Wall 0.667 Shearwall Dead load trib. Lengths LL L `� m .� o ` o 'D -u n � a. s cc G n Y m � � °' Q) a) _ � `n a Y Y � �- > Y Holdown .KDD lL �� O Q v if -8 ^ (Q IL 20.25 13.50 13.50 6.00 0.261 22.9 35.7 19.75 -0.05 -0.05 No ties required Page 1 JOB BY KS -I Frank M. Glazewski lq3> Architect ,SHEET NO. DATE w e,.�af2� .oI2(o kS (2O k/' QY, c, d- i5 a.ssL"-C?ol. ��-�r,.,�w,e,�S a -t ecLcJ, srcQe cr�j t�--S- Ylo CL `, O�tE� pu:9 C��til VVA, Y, 'Cl q Cf33°/p 01 e 133% USe s fey( Co ���►,"' w Q —q ,v. G, 1. Gx1D6 io�,SL jq( Company April 20, 2000 Designer Job Number: Checked By: Basic Load Case Data BLC No. Basic Load Case Category Category Load Type Totals Description Code Description Nodal Point Distributed_ Surface '��--- Lateral loads---------- --wL wind Load -� ----L-------�-------�---�-------� Member Distributed Loads, Category : WL, BLC 1 :Lateral loads Member Label I Joint J Joint -- Load Pattern Label Pattern Multiplier --- M1 N1 -- - -I .N�----'--i--_--._N2------_— LATERAL--_.�_----12 Global --- Steel Code AISC 9th Edition ASD Allowable.Stress Increase Factor ASIF} • 1333,E xr,SS _ Include Shear Deformation Yes {- `10-1 1 - W, RX s�+. �t",��,:n,..F •?'�v�,i�y �:t �ti� �.. Include�VWar 1 f, W, .�.�..•.....,,.;,. . ..mn..f.a4^xa�5 � ix,. ,i5� u...:.f .;u..;.:� �Wic'SY ".v� au41`..n?•4 e.�f1.e:;� No. of Sections for Member Calcs 5 � ; - Sy�;„, 2 ;; F�S�=-;a"3 �;kt"�'s'.'`.`%ns::^x S+�, Vii, �";�i W,!,h='�•3�,,3irli �.:'���, Y�Y�csE�': Redesl nvSectlons� �;� �. r ..__.____. ... __ .. _,... t�,`7C.'., l., ._..a ,. .•...T=1ar,,`�z. r �,,,_,ij�eS rd..��E-i,+nv�.yYra.:a`.E �Y `.� .+.L .5`c"�'_ P -Delta Analysis Tolerance 0.50% x� 3 - to wJ .Y,+ �L'.,,• +"�4 x '+_R211 { r;'2�"y Verttcal:Acls r ,�� �� t� �-- � t kY � ,�,,a �a-.�r„•''��=y�':..��:.t . _ _ . ��: . hl�A,.... ._>.. w.., xti,. 5- t �, ....�. �s?t.,.,:. . s,•a. is,.� � saf._,a'....,..�c. Load Combinations Num Description Env WS PD SRSS CD BLC Factor BLC Factor BLC Factor BLC Factor --- — t otai ioaa Materials (General) Material Label Young's Modulus Shear Modulus Poisson's Thermal Coef. Weight Density Yield Stress -- -- - - (Ksi) -- -- ... (Ksi)---.._...._..— Ratio--- - (per 10^5 F).._._._....._._..- (K/ft^3) . -- --.._.__..(Ksi) STL 29000 11154 1 3 .65 I .49 I 36 I Member Data X -Axis Section End Releases End Offsets Inactive Member Member Label I Node J Node K Node Rotate Set I -End J -End I -End J -End Code Length _ C _ (degrees xyz xyz xyz xyz —(Inj_ _ (In Ft --M1 _.j B -- --N1 - — N2 -� �C -- - COL enPIN_1. BenPIN-----� _ Member Deflections. Deflections. LC 1 : Total load Member Label Section x -Translation y -Translation z -Translation x -Rotation (n) Uy Ratio (n) Uz Ratio (in)_ ((- M1 1 .._.._....._..__._ 0 .............. _.-_...................................._(fin)..._....----....... 0 0 ..._.._.._(radians) --- 0 NC NC -------..__..._...� _--................................................._._....._._.__..........__...- 2 0 -0.367 0 0 -------..__. 539.14 _.. _............-- I NC 3 0-0.515 0 .._....._.._.._� 0 ._._..._. 384.475 ................ I NC ---T--._..........._ ................-----.......---.............._..._....._....----.._.. - - 0-_...._.....-.....i : - -- -- 539.614 ----- ---.... ............. NC .........4...........�_...._...._....._0..........._._._.....i- 5 I 0 -.-...-0.367........_....._ i 0 .............0_. 0 0 - - -- � NC ---- ................... NC RISA -3D Version 4 [C:\risa\untitled.r3d] Page 1 Company April 20, 2000 Designer Job Number: Checked By: Sections ' Section Database Material Area SA(yy) SA(zz) I y -y I z -z J (Torsion) T/C Label Shape.-- Label-............-........._(.In)"2 ........... (In^4) _....... _......(In^4) ^4)... COL TU5X5X3 STLT 3.52 12 12 13.4 ...._............._(In -......Only 13.4 21.3 1 SEC3_- ... ._..._.. ............. STL --.._.._............... .... ... x....................._1,2....- ......1_:1 ....... ............. -............. - .._ .... - .........._.......... _......... RISA -3D Version 4 [C:\risa\untitled.r3d] 1 Page 1 I'tv Company April 20, 2000 Designer Job Number : Checked By: Steel Desian / NDS Parameters Member Section Length Lb y -y Lb z -z L_comp Cm y -y Cb Sway Label Set le2 lel le -bend K y -y K z -z CH Cm z -z B y z -(Ft�--.-I- (Ft) ---- -- (Ft)--�-(Ft).. (—_ M1 OL 16.5. Joint Coordinates Joint Label X Coordinate Y Coordinate Z Coordinate Joint Temperature N 1 ------ - ----------- - -- ------- I .......... ----------------------I.--........ Reactions, LC 1 : Total load Joint Label X Force Y Force Z Force X Moment Y Moment Z Moment l� / •• 1 •: 1 111 otals : 1 -1.98 1 0.198 Center of Gravity Coords (X,Y,Z) (Ft) : F 0.000 1 8.25 1 0.000 Member RISC ASD 9th Code Checks, LC 1 : Total load Member Label Code Chk Loc Shear Chk Loc Dir Fa Fb y -y Fb z -z ASD Eqn. (Ft) (Ft) _ (Ksi) (Ksi) (Ksi) _ 717�mj 8.25 0.026 0 —�� 18.783 36.791 36.791 Distributed Load Patterns Pattern Label Direction Start Magnitude End Magnitude Start Location End Location - (K�ft.F)............................_..._...._..-...iK�ft, F)---...__...................._�Ft or%)_ --..._.— - (Ft or %u.)_.... UNIFORM---r---Y ._..__...._.I.....-----1 -1 0 I 0 RISA -3D Version 4 [C:\risa\untitled.r3d] Page 2 _ _ I PG tE I I I f i i (E) 3' P.U.E.-- X42 DIA. WASTE LIKE TO SEPTIC TANK EFFLUENT -7 PUMP SYSTEM (S.T.E.P.) ! TANK AND ALL REQUIRED COMPONENTS TO MEET THE I SYSTEM STANDARDSPOSAL I I PROPANE TANK I SWATER 4 ---EDGE OF • SEWER j I SEPTIC _ ` — -- -- -- _ _ _ _ _ _ tl TANK ____ —�t I _'_------------- t�"'...... { TOP OF 1 BANK CUL I ! LOT 'A' I ISE ---(E) 3' APS II -Le 001 AND Il -0-000 I 22'-106 1 ! f I 1 C.U. lE) 3' P.U.E. I PROPOSED I RESIDENCE 15' CONCRETE I DRIV :WAY - BROOM I C.U. I c I I I I 0 1 COLORED CONCRETE I n M5 WITH BROOM FINISH I n O I ho f I -NPOSED AGGREGATE ACCENT f BANDS 1 i I I i A, 1 'r P-3VED, f County i tnt 1 iie'd1111 1 �cXD Environmental Healtha to ! JUN Californi a � a 15' UTILITY EASEMENT I ST FLOOD. f'L.o-4.N KEYNOTES GENERAL FLOOR PLAN GARAGE A 01 LINE OF FLOOR ABOVE A 02 LINE OF FLOOR BELOW A 03 SOFFIT TO +8=3/V' z A 04 PLANT SHELF - SEE SECTIONS > _0 (� A 05 CEILING BREAK Q Q A 06 ARCH. GRADE GLU-LAM AT RIDGE N 0 Z za- LL KITCHEN A 07 2 x 6 FRAMED WALL A 08 CONTINUOUS FRAME WALL TO C 01 DOUBLE SINK WITH DISPOSAL ODv0 BOTTOM OF CEILING (CAST IRON) A 09 CASED OPENING C 02 DISHWASHER A 10 HVAC CHASE C 03 DACOR COOKTOP - 6 BURNER GAS PROVIDE EXHAUST HOOD WITH A 11 WASHER/DRYER - PROVIDE DRYER REMOTE EXHAUST FAN MOTOR. VENT TO OUTSIDE C 04 OVEN/MICROWAVE A 12 PRE -FABRICATED STAIRS - OPEN C 05 UNDER CABT OVEN 2" MAPLE TREADS WITH S/S RAILS. C 06 BUILT-IN 36" REFRIGERATOR A13 C 07 GRANITE COUNTERTOP AT +3B" A 14 MENDOTA DXV42 DIRECT VENT FIREPLACE WITH FAN - INSTALL C 08 DESK WITH KNEE SPACE BELOW PER MANUFACTURER'S SPECIFICATIONS C 09 PORTABLE ISLAND - N.I.C. CONFIRM WITH OWNER. A 15 CANTILEVERED HEARTH AT +18" C 10 PANTRY MARBLE OVER. C 11 LAZY SUSAN A 16 12" DIA. TURNCRAFT COLUMN. C 12 TILE COUNTERTOP WITH FULL SPLASH WITH ROUND BASE. A 17 DOWNFLOW GAS-FIRED FURNACE - C 13 APPLIANCE GARAGE V.T.O. INSTALL PER MANUFACTURER'S SPECIFICATIONS A 18 50 GALLON PROPANE WATER HEATER V.T.O. PROVIDE P/T VALVE WITH DISCHARGE TO OUTSIDE. PROVIDE SEISMIC STRAPS TOP AND BOTTOM. PROVIDE RECIRC. PUMP AND TIMER A 19 BEAM ABOVE - SEE STRUCT. A 20 ARCHED OPENING - BOTTOM AT +7=8" A 21 ARCHED OPENING - SEE SECTIONS. A 22 LINEN SHELVES A 23 STORAGE SHELVES - SEE CABINET ELEVATIONS A 24 GRANITE COUNTER AT +W'- SEE CABINET ELEVATIONS A 25 PRE -CAST CONCRETE COLUMN - CM -3950--A AS MANUFACTURED BY NAPA VALLEY CAST STONE BATHROOM NOTES _ A 26 BUILT-IN IRONING BOARD W/SWIVEL D 01 TILED SHOWER - SLOPE TO DRAIN. A 27 LAMINATED PLASTIC COUNTER AT RECESS FLOOR 6" AT ROUGH FRAME +30" NTH STORAGE SHELVES ABOVE. 8' CLG. -TILE TO CEILING SEE CABINET ELEVATIONS D 02 TEMPERED GLASS ENCLOSURE A 28 LAMINATED PLASTIC COUNTER AT +36" WITH STORAGE SHELVES ABOVE D 03 WHIRLPOOL TUB WITH SHOWER SEE CABINET ELEVATIONS D 04 TILED SEAT -FRAMING AT +16" A 29 LAUNDRY TUB. D 05 14" x 14" SOAP NICHE AT +54" A 30 FREEZER SPACE - CONFIRM SIZE D 06 TILE FLOOR AND BASE IN BATHROOM A 31 SEPTIC CONTROL PANEL IN CLOSET. D 07 TOWEL BAR A 32 12" PLANK SHELF - 2 x 12 CEDAR 077 CORBEL SUPPORTS D 08 VANITY WITH KNEE SPACE BELOW - A 33 FEATHER RIVER WOOD AND GLASS SEE CABINET ELEVATIONS. DOOR//STDEIIGHT/TRANSOM ASSEMBLY D 09 TILE COUNTER NTH SPLASH A 34 CONDENSING UNIT SEE ELEVATIONS. D 10 CORIAN COUNTER WITH SINK - A 35 BUILT-IN CABINETS - SEE CABT. SEE ELEVATIONS ELEVATION& D 11 DROP DOWN SEAT - PROVIDE BACKING IN WALL A 36 SHELF ABOVE AT +W -O' D 12 PROVIDE ACCESS TO WHIRLPOOL A 37 2860 TEMP. TRANSOM WINDOW IN EQUIPMENT (UNDER FLOOR) WOOD FRAME ABOVE DOOR. PROVIDE 4 x 6 HEADER BETWEEN DOOR AND D 13 PEDESTAL LAV. II FIXED GLASS D 14 GROHE ADJUSTABLE SHOWER HEAD A 38 CULTURED STONE VENEER. NAPA VALLEY FIELD STONE A 39 BOLT --IN BOOKSHELVES A 40 BRUSHED STAINLESS STEEL PIPE RAIL (+36- GUARDRAIL) N A 41 WINDOW SEAT A 42 LINE OF SOFFIT ABOVE A 43 SCUPPER - DAYLIGHT TO DOWNSPOUT BELOW h A 44 POTTING SHELF - 2 x 6 REDWOOD WITH 18" DEEP OPEN SHELF BELOW A 45 12" SQ. FLOOR DRAIN A 46 OVERHEAD CABINET - SUSPEND FROM CEILING - SEE CAST. ELEVATION PROVIDE BACKING IN CEILING FOR CABINET MOUNTS. CONFIRM LOCATION WITH CABINET CONTRACTOR. A 47 400A LOAD CENTER WITH METER (SRM) A 48 +60" WOOD FENCE - MATCH BOARD AND BATT SIDING - SEE DETAIL A 49 SHELF ABOVE - TOP AT +8_O" SEE CABINET ELEVATIONS A 50 FIXED GLASS PANEL ABOVE - SEE CABINET ELEVA71ONS A 51 24" SQUARE CONCRETE BASE WITH CHAMFERED EDGES A 52 10" POTTING SINK A 53 1-3/4" SOLD CORE DOOR GENERAL NOTES REFER TO STRUCTURAL PLANS FOR ADDITIONAL WALL FRAMING INFORMATION. (POST LOCATIONS. ETC) INTERIOR DOORS SHALL BE 1-3/8" SOLID CORE FLAT SLAB STAIN GRADE BIRCH. LEGEND WALL WITH R-11 SOUND BATTS 2 x L WALL 2 x 4 WALL CONTINUOUS FRAME WALL TO BOTTOM OF CEILING AREA TABUL CONDITIONED FLOOR AREA: ATIONS SECOND FLOOR GOO S.F. FIRST FLOOR 298'1 S.F. TOTAL CONDITIONED 3581 S.F. JREVISIONS BY BID SETS/BLDG. DEPT. 04-20-00 . W,m z w U z W z Q > _0 (� Q Q wIL 1.K-lu N 0 Z za- LL J w U ODv0 w i K I SE.-- (=ON.E SCrdh.L_M: 1/-F"=1'—O" L, o� N I 1 I JUN1 2000 Chico/ alifomi � , I KEYNOTES GENERA. FLOOR PLAN GARAGE A 01 LINE OF FLOOR ABOVE A 02 LINE OF FLOOR BELOW A 03 SOFFIT TO +8=3/4" A 04 PLANT SHELF - SEE SECTIONS A 05 CEILING BREAK A 06 ARCH. GRADE MU -LAM AT RIDGE KITCHEN A 07 2 x 6 FRAMED WALL f I A 08 . CONTINUOUS FRAME OF WALL TO C 01 DOUBLE 51N WITH DISPOSAL BOTTA 09 CASED OPENING C 02 DISHWASHER A 10 HVAC CHASE C 03 DACOZ COOKTO' - 6 BURNER GAS PROVIDE EXHAUST HOOD WITH A 11 WASHER/bRYER - PROVIDE DRYER REMOTE EXHAUST FAN MOTOR. VENT TO OUTSIDE C 04 OVEN/MICROWAVE A 12 PRE -FABRICATED STAIRS - OPEN C 05 UNDER CABT OVEN 2" MAPLE TREADS WITH S/S RAILS. C 06 BUILT-IN 36" REFRIGERATOR A13 C 07 GRANITE COUNTERTOP AT +36' f I A 14 MENDOTA DXV42 DIRECT VENT FIREPLACE WITH FAN - INSTALL C 08 DESK WITH KNEE SPACE BELOW PER MANUFACTURERS SPECIFICATIONS C 09 PORTABLE ISLAND - N.I.C. CONFIRM WITH OWNER. A 15 CANTILEVERED HEARTH AT +18" C 10 PANTRY MARBLE OVER. C 11 LAZY SUSAN r - A 16 12" DIA. TURNCRAFT COLUMN. C 12 TILE COUNTERTOP WITH FULL SPLASH WITH ROUND BASE. A 17 DOWNFLOW GAS-FIRED FURNACE - C 13 APPLIANCE GARAGE V.T.O. INSTALL PER MANUFACTURER'S SPECIFICATIONS. A 18 50 GALLON PROPANE WATER HEATER rV.T.O. PROVIDE P/T VALVE WITH G DISCHARGE TO OUTSIDE. PROVIDE SEISMIC STRAPS TO' AND BOTTOM. PROVIDE RECIRC. PUMP AND TIMER A 19 BEAM ABOVE - SEE STRUCT. A 20 ARCHED OPENING - BOTTOM AT A 21 ARCHED OPENING - SEE SECTIONS. A 22 LINEN SHELVES A 23 STORAGE SHELVES - SEE CABINET I ELEVATIONS A 24 GRANITE COUNTER AT +36" - SEE CABINET ELEVATIONS A 25 PRE -CAST CONCRETE COLUMN - CM -3950-A AS MANUFACTURED BY NAPA VALLEY CAST STONE BATHROOM NOTES A 26 BUILT-IN IRONING BOARD W/SWIVEL A 27 LAMINATED FUSTIC COUNTER AT D 01 TILED SHOWER - SLOPE TO DRAIN. RECESS FLOOR 6" AT ROUGH FRAME +30" WITH STORAGE SHELVES ABOVE. V CLG. - TILE TO CEILING SEE CABINET ELEVATIONS. A 28 LAMINATED FUSTIC COUNTER AT D 02 TEMPERED GLASS ENCLOSURE. +36" WITH STORAGE SHELVES ABOVE. D 03 WHIRLPOOL TUB WITH SHOWER SEE CABINET ELEVATIONS D 04 TILED SEAT -FRAMING AT +16" A 29 LAUNDRY TUB. D 05 14" x 14" SOAP NICHE AT +54" A 30 FREEZER SPACE - CONFIRM SIZE D 06 TILE FLOOR AND BASE IN BATHROOM A 31 SEPTIC CONTROL PANEL IN CLOSET. D 07 TOWEL BAR M A 32 17' PLANK SHELF - 2 x 12 CEDAR WITH CORBEL SUPPORTS D 08 VANITY WITH KNEE SPACE BELOW - A 33 FEATHER RIVER WOOD AND GLASS SEE CABINET ELEVATIONS. ' DOOR/SIDELIGHT/TRANSOM ASSEMBLY D 09 TILE COUNTER WITH SPLASH F I r I r _ - _ r - F A 34 CONDENSING UNIT SEE ELEVATIONS. D 10 COMM COUNTER WITH SINK - H A 35 BUILT-IN CABINETS - SEE CABT. SEE ELEVATIONS. ELEVATIONS. D 11 DROP DOWN SEAT - PROVIDE A -L BACKING IN WNL A 36 SHELF ABOVE AT +V-8" D 12 PROVIDE ACCESS TO WHIRLPOOL r A 37 2860 TEMP. TRANSOM WINDOW IN EQUIPMENT (UNDER FLOOR) WOOD FRAME ABOVE DOOR. PROVIDE . 4 x 6 HEADER BETWEEN DOOR AND D 13 PEDESTAL LAV FIXED GLASS rl D 14 GROHE ADJUSTABLE SHOWER HEAD r A 38 CULTURED STONE VENEER. ---------------------- ----- NAPA VALLEY FIELD STONE A 39 BUILT-IN BOOKSHELVES A 40 BRUSHED STAINLESS STEEL PIPE r RAL (+36' GUARDRAIL) , i p _ rj A 41 WINDOW SEAT TO 4 DIUR A 42 LINE OF SOFFIT ABOVE FILE CABT8 rIFMCEARES ` A 43 SCUPPER - DAYLIGHT TO DOWNSPOUTRA .CIASEMN BELOW NTED u - _ _ _ - - - - E A 44 POTTING SHELF - 2x6 REDWOOD PITH 18" DEEP A 10 p OPEN SHELF BELOW A 45 17' SQ FLOOR DRAIN • A 46 OVERHEAD CABINET - SUSPEND ' FROM CEILING - SEE CABT. ELEVATION PROVIDE IN CEILINv 15 A 4Z ' CABINET MOUNITS, CONFIRM NG FOR +1'-O" I WITH CABINET CONTRACTOR. A 47 400A LOAD CENTER WITH METER (CONFIRM) r A 48 +60" WOOD FENCE - MATCH BOARD i AND BATT SIDING - SEE DETAIL � A 08 A 49 SHELF ABOVE - TOP AT +8'-0" SEE CABINET ELEVATIONS A 50 FIXED GLASS PANEL ABOVE - SEE CABINET ELEVATIONS L------ ---------------------------- - - --- ------- - - - - - - ------------- - - - - - --4 - --- n A 51 24" SQUARE CONCRETE BASE WITH 0 CHAMFERED EDGES r GLASS ABOVE A 52 10" POTTING SINK =1 SEE ELErATIONS I I I I + A 53 1-3/4" SOLD CORE DOOR SIM. O BRUCE HD --------- -- VAULTED GENERAL NOTES �----------r - HEAD O T FOR HDWD i _ TV AT 6'-0' FLOOR A 39r REFER TO STRUCTURAL PLANS FOR ADDITIONAL - - _ _ _ _ _ C.1 WALL FRAMING INFORMATION. (POST LOCATIONS. ETC) i- INTERIOR DOORS SHALL BE 1-3/8' SOLID CORE FLAT A 39SLAB STAIN GRADE BIRCH. I I r r r r C S031. hAIR 30a� i LOLS SL. GI.. DO R CA�SEMETIIT Ck$ MEN'F�, ".110, ALC NY IL LEGENDTILE 10 d) r• ------------------------------------- ------------- - -- -- -- - -- - �` 'i' � J WALL WITH R -Il 4 SLOP _ - - - - - - - _ SOUND BATTS _ i Z x i WALL 2 x -I WALL A 43 _ CONTINUOUS FRAME WALL TO it BOTTOM OF CEILING i r AREA TABULATIONS CONDITIONED FLOOR AREA: ,, SECOND FLOOR GOO S.F. FIRST PLOOR 2981 S.F. ®s \ e ®H \ TOTAL CONDITIONED 3581 S.F. REVISIONS BY BID SETS/BLDG. DEPT. 04-20-00 O� sO A. j0 7 05$ OHO e, w U z W Z Q > to ' O O Z zu- 0 - w: Q W )— U 2 Q� OD 0 Qt' w I il®