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047-430-048
JOEL F.'ARTHUR' 77_Quaij.Covey ct J �7 0 7 JOEL F QuaA R C, R An( m t #1 d"� 0 COntR lrjdr�w Woo lot 21' CRI 0 e 11) Permit#1338-89B P Ct YEPM(neur single family 0 47 0 ;-'0 4 7 0 - 0 48 r. DbUTR�k- 9.1 �4 35 _ I -ri -JOE .Co &,.DANE -7� TT E. -Z7r� N NORTH", 7 JCONf�. VALLEY RbY, m I,X 7,7 QUAIL COVE,Y--CT -CH I6, Co �ADD IT) ar 2-- 0014 - POO L- - FIQDM M I -W I C) • .�-:-..r-ate Ut i....czLn Lid— w�... -1 t ; '. �•_. )'rO�r tt/1(� pj,Y X +':S S f) �'" '�' �,.�„"'� �}: r,,, 'q`�^^; �. � � r�Li {.-.� i ';. ., . ;,,.r - t .-. ....{... . � .•,�"r-u-.r .,.�..y } .x� � �• �.•-. `�'•ta '� :g raa. � t y.i G.{}++^t� / . e i 4 , /�i •r.ir-1'..M{?. L i t 1 �'r� . l 1 t � � ,' i ,�. r � ..,,� � ; � s 1. 1,,,,f � r S�� �t •} �' c � n _ ��� �s � .! � - � .c .i._ { � ./ '{.•G �K�i� I �/ �; �;,-r � �.- r •� � .�, -4` M�I t° x�:,•.� .ty �.� n _ ii.•-.1�,'�• so RL� •a.� —, Vic`_ i. i / _••-- � � � �sEC �O'fleEfilOt�R . S ` t � i ,. { ."Xr + `t t I �'•"L.�..� � y .. ` i i • . _ ' .jlj { 1 �t ja.r{1'.:+I�I .f. s(�-yl F lT.�w t: r•w I i I4 • ., � 1 �~ � ry .-• s r i. # .. }� ' � gst+s � t1Fr.�I}'+.3• k•y✓.•e ...+t- i i i e•�j ST +. f..i, .{ { f' ' �} l ,jjz Y� it..hf tirj °-„F. So t { 1 l ) 1 , QUAIL ColaV Cover- A setback o5aft� j property h Islam -a 50 ftfrom tieyr aJ"'' F a 4 3 6. a �! f�'efear ofd r 1 center , ine;sh�i�• ent,;exlpt l ' structures'oreq, j i f,� a 2 ft eave04 o jo t` t roe ? Q c� �.: co Ct' H14 t a } pll LI NG QP3ENT” ppw APPR SEP -19-92 FRI 8:37 POLAR I S P.02 4-1-436.648 {z D-01arls Polaris Engineering and Surveying, Incorporated 111 East Third Street * Suite 1 D * Port Angeles qtr Washington 98362 (206) 452.5393 * FAX: (206) 457.9319 September 18, 1992 Mr. Jim Glander, Building Official Butte County Building Department 7 County Ctr. Drive Oroville, Ca. 95965 Dear Mr. Glander: r In my plans for the remodel of the uutrta Kesiaence at 77 Quail Covey Court, I zhowed Gimp*old U20 Htuiyt:x5 rsurjrUi 41iiy bVL11 -the rafters and coiling joists in Detail G on sheet 3 of'my plans. I have- since been informed that Simpson LUS26 hangers were used instead. The maximum load on this connection occurs at the rafter bearing as is approximately 220 pounds. Since the LUS26 hanger is listed in the Simpson Catalogue with an allowable roof toad of 980 pounds, it is more than adequate for this connection. Please call me if you have any questions. on this matter. Sincerely, J. Andy Crandall, P.E. cc: 91425 c 32934' * EXP, 6/30/94 ��r §ZO CAO BUTTE COUNTY SI ENTIAL 047-43-0-048 i DUTRA, JOE & DANET.TE CONTR: NORTH VALLEY RDY MIX 77 QUAIL COVEY CT, CHICO ADDITION/SF l'L"/-9Z Told owker to fie// Coa�•c`ia�-- • �• .. _,. tip; . . ... JOB FINALE Signature A-� J r OK 0=lot OK e =NJ1, t.ReadI RESIDENTIAL (S Date UND LOOR (Plans) OK except k's ` oning-Setbacks-Easements-Flood-Slope tg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth a 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth # 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth f 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped ®Hold Downs and Special Anchors j 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel t 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 4 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 1 15. Access & Ventilation 16. Insulation - Date o73 QZ,, Card B-1 "�� Date - Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit).OK except ti's 1 16. Water Htr.: Vent -Access -Combustion Air -Baffle -------------- - --------------------------------I 17. Water Pipe: Test .& Anchor -Nail Protection 18. D.W.V.; Test -Fittings &Anchor -Nail Protection ------------------ - ------------------- 19. Shower Pan; Test. First Floor -Tub Access ------------ ------ -------- 20. Test Tub & Shower, Second Floor -Tub Access - r 21. Gas Pipe: Size& Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except ti's 22. Fixture & Transformer Clearance -Ins. Protection le eceptacles Spacing -Lights & Switches at Doors Siz oxes & No. of Conductors -Stapled - - - -- -- - - - - --�----`------- -nst--------------------------------------------------------- o Ialled Close to Edge of Studs & C.J. 2 quip. Ground made 'up w!Mech. Fastners-Bond Gas & Water --------------------- --------------------------------------------------------- ce ircuts in Kitchen & Conductor Size/GFI ----------- - --- --------------------------'--- ---------- - - ---- �. u feed Wire Size i r ga. Cu or Al-A.C. Wire Size ! ! ga. Cu or At ----------------------- ----------------------------------------------------- ange Circ. ! ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral _ ❑ Yes ❑ No ervice-Riser Conductors & Ground -Main Disconnect ----------------- -- uip. Clearances Panels -Motors -Meth. Equip. Light -Shower Light -Spa Light --------------------------------------------------------------------------------- 33. Smoke Detector C�j yFz ------------- ----- ---- ------ - ----- 6 ---------------------------------- ------------ -----Ca---rd-----1 -----------------D--ate --------------C---ard--B----1 - D ------------ Date %/Ij -L--------- ---- - fZ� ------ -------ate a�-92 Card B-1 y/} Date Card B-1 -- Date MECHANICAL (Permit) OK except ti's --------- - 34. A. -C-. Ducts Insulation & Support ------------------------------------------------------------------ _ 35. Vent Fan: Exhaust above insulation ------- ---- 36. Condensate Drain & Overflow: Size & Grade ---------------------------------------------------- --- --- ----- ----- 37. Furnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet --------------------------------------------------------------------------------- 38. Attic Access-&- Platform if Furnance in Attic ------------------------------------------------------------------------- Date Card B-1 Date Card -B-1 Date Card B-1 Date Card B-1 Date FRAM (Plans) OK except ti's 3 its. Proper Material & Anchors - - -- Wall tuds-Nailing Spacing & Bracing -Sound- - - - --- - - earing Walls over Girders & Floor Nailing Oraf Stop in Walls (rat proof) ---- --------- ----------------------------------------------------------- e Stops: Furred Ceilings -Stairs -Chases -Tub -o eaders &Beam -Size &Bearing ?iO = :• ingle & Duplex), Date AMING (Continue'd)- iy a rs=Post 3 -Anchors -Connectors �f Ing. Joist-Rttr. ties-Purlin-root Brac-Truss-Shthng.-Rfng. 4 ce�"1't� .."Pype A Flue -Fireplace Throat clearance �iJ `{ Attic Access: Size & Romex.Protection -Draft Stop -Ins. Baffles or Exiting Doors -Sill Hgt. & Dimensions _ __5t -6rarmJe-FrMF Protection Framing r ---- ---al-Vruin Firewall .& Openings _ xt Doors -One 3' -Check Garage -3rd Story, 2 Exits 53. St ' s; Width -Hea om-Rise-Run-Lan -Fire Protection - -(Y-plywood o oof Overhan - t 4 Rafter Q ggers -� 55. Si Nailing Veneer Si Mesh -Drip _ Screed -Fd. Vents- Underflr. Access ---- W,1061azin.g Area -Glass Protection -Skylights- Plastic 5'6 -ear Walls: N olis 92r 59. I ation-Walls-Ceilings' ,r _-Infiltration-Walls-Windows e...Tr; i -- �,-- 5 9Z . DateCard B_1 /2 Date 1)L-'aq"92Card B-1 DateC%--),,Card B-1 Date -0Y -ft Card B-1 ,C Date FINAL ' ans) OK except ti's Ex eps-Door &Sidelight Protection t-andings Smoke Detector -------------------------- - earance-Comb:'Air=Connector- - =9dsts Jvlech. Protection 6 --------------- ---------- as r, F I R R^th - -- ___________ Fixt _ur_ea_�T-ub-Access-SQ i1a_Etee-Trim & Subpanel: Breaker Sizes & Labels --------------------------------- BZ-&t�Rails�� - ----------------------- --------- - - utlets at -Wood-Pel anInt_& xt. - -- 70. Kit.Fi nd Ti`rr Gap-Co'ok ng Clearance -•-79-E-le'c7-Oritfets-8 R eceptacles at Kit. Counter --- ------------- LZ Garage-.ire-Deef-- +ng -Lara -6 d'trZg Closer Air-Connector-P.R.V. In Gara Above Floor -Meth. Protection cb-CRui�.Listed for Location ------------------- 7 in F.I.)-Romex Protection -------------------- ------------ 77. ee+n-L-in-Attic ❑ Yes 7AF♦-ailc & nPrk Construction -Post Caps 79rFdaa- V__ ole Door- faina a &Wood -Earth Clearance Looked unde Yes -------------------------------------- -- - 8 v s ❑ No; Walks ❑ Yes P nters ❑ Yes -o --- '�-finish - - - ----------- -- 82. A_C_ln+t-Disconnect. Electrical, Plumbing 83, Venis Above Roof: Plbg.-Appliance-Fireplace.-Clearance to Ope' s r -------------- 8ater II; Disconnect, Electrical, Plumbing -- - 85.- ter' Elec. Trim; G.F.I. Receptacle -Underground - 86 ent --on Throughout House- ---- - ----- 87. I rotection 8'. Corrections from Previous Inspections ----------------------------- arrrin--------- _._.. -- -- ----------- 9 ----------- Water & Sewer Connected -C/O to Grade -HD Approval 91j Energy Compliance Certificate -Other Certificates - 4 `� Date & Card B-1 Ano Date _Card B-1 ---- Date Card B-1 Dat / 'T-- Card -B-1-��1'----Date Card B-1 ;omments at Final: J=OK - O = Not OK =Not ApplReady MOBILE HOMES , =Not Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch I 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /" L" ft. / /"Nat. or/ /"L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beam s-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8.. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. _ Boxes-Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 �Sutt OF TiaB4t tTc CERil-FICAT CF CONFORMANCE IHE UNDERS16NED MANUFACTURER HEREBY CERTIFIES that the products identified below and on attached sheets are marked with the Collective Mark of the AMERICAN Iigs-riTUTE OF 'TIMBER CONS'T'RUCTION (AITC) and were manufactured in conformance with applicable provisiou of American National Standard ANSI/AITC A190 1 •'-1983, Structural Glued Q_arninated Timber, and that such manufacture has been at our plant if; ._.,. v� w4.��aQn------.....�..... whiCh plant has a quality control syster'n approved by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION and inspected periodically by such Bureau, The manufacture of these members Compiles with the manufacturing and fabricating provisions of Chapter 25 of the Uniform Building Code. . .I JOB NAM:- - _ Stoe�_ Geor04 Pacific aoe Wcnrlo>r _ Sacrmqnto,,Ca. ^ ....._. . CUST'OMER'S Of10CR NO. SAC -Affil _,. oRTe MFclrrs OR4HR NO. 54-0840 - .. 24F -V4 ...... _ _ _. .... �..� __ slGrVnTUR@top .._._..cocwa»v�ohemfa..I.rlc.� rb P1cKillryp TITLe Plant Man4.ger AOONEsS. Vene�k Qreg_on DATE tiiilripCO�YJ1 - — ^- .i�'J.ai•" •'•'�1i'u:i7�N.SlSY/dtTIL�RF en�-rrmtray..�i•-•-�uf•t.7:A: -� AITC HEREBY CERTIFIES that the said company at its said plant is licensed by the AMERICAN INSTITUTE OF TIM1:3611 CONSTRUCTION to use the RITC Collective Mark In respect of products which comply with applicable provitions of said Standard, that the adequacy of the quality control system In affect at said plant is periodically inspected and verified by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTAUCTION, and that, in the judgment of AITC, said company is capable of complying with ;pplicable manufacturing and testing provisions of said Standard In respect of products manufactured at said plant. Conformunce with the Standard in respect of any specific or particular product is the sole responsibility of the manufacturer, AITC's guarantee hereunder being that the said company is qualified to produce a product meeting the Said Standard and that its plant is periodically inspected and verified by the AITC Inspection Bureau. AITC FORM ISCn AITC Certificate No. 50335 A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION Joe Dutra - = - - - - — 77 Quail Covey Ct. Chico, Calif., 95926 1-5 1/8 x 21x 201 0 1983 AMERICAN INSTITUTE OFTIMSER CON51 RUCTION IIiL U14I 411 I11viilt m at, life lull cuvmtruv did tia illiCeoike a ompud with orf 41 thu tvstuw.ng tylia studloty meAl. r:.m% quidilibd 10441 Ileal ,an 104WISNA, qua11t1oaugo cii-a o.stio,1. The dosoulfon "F• 143" shown oft rho typleal-Auafty martcs Wo%u is not u....uptil to 4tiif (dont aril it uwd oali for *iL purpow of iNutrodom A TYPICAL. CUSTOM PRODUCT QUALITY ITY MARK P-143 �- _-- �....._ _,. �'�� aus�uto4 of cluas;lied !'►G:natrd plant 4�%ALf 0 ANSI/A'oTC • IMSPaI�'tia A190.1.-.1983 f itd o..'. th ,l the al1q..4.ot.!d lii*whdd PlOni his nt..t .dl .161t.idlInol.ti 10f 401hedtiva und 0.44 W -, ah u.•zVtobti. qupf+ty onvul to AwSIMIC Imic,tsicafly orrsfWtud ny A18U.1--tft83. tftsctural allied Lamin• At'tG Md Timber A TYPICAL. NON -CUSTOM PAODUCT QUALITY MARK lognbfscoon of 4uwwr:{ use, dtsuv dated By symbols: _..._.....,.._...,. _,.._.._.....� .,,..._. 8-11111{110 spill Txat Wq memtxt.. c - . CeamPwlslo4 mvll>I�t[e �'—ttlla,gtt [ftrfa• #ger: C�-ewlttntt[lus ar eantitevgr spelt USE ' ARCS •.. ti<.�d'illgmenit>ssl g t. .. ._.,....__.__ ia��:lytlatc�s aGpC•u+reCe dtadu. {ND� dr4 •• P-143Indusfflul. ARCH-•Archkectwal. '��'` �PREIA-t'1amidrn SPECIES 1 M4 4sili11Alion w ctaa111lbd ht filuld �`•� lrf.r:lt alto Wftttrse WN.IVO*6 W110 •�` gj % ea dijjwlmva m used, Ura icttul 9A, % baoltAo0y 1spicu ANtil f IA � �� � •. 1 e of�n.,eJ spvt.�s t.ks f / Al 90.1 i (S � ��� D�'�.Lr�+t�•. tq44coble At7C 1sm1c.4t• o cd .x&Nwk: 11117-85,20471. r�rw�_. �.r•Mr ... �r.�r..r. r+r�......•.r.r Y.M. .rr..�ri.�r�r.�wrP. ..++ ►...� a...r i4d+c4ox thA Its, .tralglutuo hemucol plant frlail:41k.% canf s/mduce to AW11AI M ha; Pod ad 1nq.l1t9fip1ti tur qu>111Rc8tltM A190.1 -1W3. Stmoural Glues Wain - and m3mta1•m .r a.•edpiabu gvAty convol awd limwe system +rmlch 1r•tftwlLwUy Fn1t tW bel AITO rlre tw,mm 1.1-aw lL l:,Q Ott lul:: t. 4w,1T6 014. pfd8uel ars n49vttu.f'rf or",liable 44wnlonts. R 1 -or lton•custom p[ottaM asienl{aj 419milswo trlcfuduU an thtr 41.lr4p. - 7 .. Permit No. UWner : - ENERGY C1wRT171CATION 77 Quail Covey Ct., Chico Ca. A.P. No, LOCATION DESCRIrflON OF INSULATION ROOF notarial Tbickneea(lnchee) EXTERIOR WALL TTS . Material f Ig1:RGLASS A6/811 Thickneea(incites) CEILING cracR(� ASS AB_TTS Batt or Blanket Thickflesa( incites) - Loose Fill Type Minimum TltLcknea(Incltea)________. Area covered(ft. ) FLOOR, ELEVATED Material Title kilos a(incitge) FLOOR, SLAB =Material Thick neaa(facile a) Htdtt►(lncbee) - - FOUNDATION WALL Material _. Thicknaea(innhee) . Brand Name Therml Resistance (R Vatue) Brand Name OWl N5-f`fIRNiNG TI►erptal RaoletBnce(R Value) ^ R15 Brand Nama_QI:N_S rnRNt Thermal Reoistaace(R Value) R38 Brand Name lb. Number of Bass__ Wt, per bag Thermal Reeiatance(R Valuo) Brand Name Thermal Resistance(it Value) Brand Name TI►er�aal RegigtaneeiR Value)__:_______ lirrad Na1�0 TI►ettwlli sariatn�►ca(s V�luoi_ I hereby certify . tilot Clio above tneujaloan was sn to'1194 IQ the' above, building or1in G9nForwonao with Cha $tate Ai` CAllt 950 LrvoLe : I rUl-ATION CO. INC 11TATI, GONTRApTOR ss 1.109"919 No. FIRM NAw jiA4H .R ��� October 19 1992 SI.GigI.I A'l'IOH APp1.T.CATOR DATE I hereby certify the abo�ee�neliandand attAchptenteil avered ibeen tnettems of lalledoaatlte Building Department approved Pana required by Cite Stara of California Energy Requirewentq., devices end matarial• are of Clio quality prescribed or are All equipment, specifically approved by the Stara of CaliFQrnta. FIRM NAiE/BR (Please print) STATE CONTRACTOR S 1.TCENSL N0, SIGNATURE OF QENERAI. COMRACTOR OWNER . DATE TiIIE•CERTIFICATE MUST BE ONOFIL�IIH��1lB�tl��B�EED IM Wei INeTIIM AUILRINGs TO FINAL INSPECTION APPROVAL AND A COPY 31W-Lv 1984 �,: : �a -: v- _r ..'+� i..,,,•wwvf'"'':..«.�Ctvl K`.sV�i.�..`,w. -y a.-+"'-�r+�.�s.x--y,s-rte•--•^. �.a. �--rr...:.y. us.:,.�,.,�, COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 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 35e)- �/ PERMIT NO_ A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. 1/f4u have any questions pertaining to this matter, or need additional explanation, please cont4dt this office immediately. til / R, e u e --e s'9 u -�-ti a- �w-s-- N I?eZo P"// .C7 l r o /' A.- s ✓J,o. _j d.v Date Inspector t4 SSS REV 11/81 �y. - s , .�.�,�„ _ r.1�.....a..r ., ow•��i . y „�.. . � �.r� ,.r,i•_•= w_r.._�a ""'C r•ew+G+.':.:•..:�Y."�^:a--��"�'�iivaati�., w tE COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS . L 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION -NOTICE OWNER PERMIT NO. A routine inspection indicates that the following.violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work s _ . is completed. If you have any questions pertaining to this matter, or need additional explanation. r: please contact this office immediately. V- A Date 61—JI-1- 5-e- Inspector"`r• '' 1A5 5 C I % 'J,' REV 11191 �w. � - ' .� �•-'�-. }y. .�'I.,.t E,9-. e,'r.ri'W.'�-,"""e�K-:' s,+w':�r-'w�nrv", ��+?�s`_""*c';y±+'tira:�r.:iWr a COUNTY OF BUTTE y -DEPARTMENT OF PUBLIC WORKS 1469 Humboldt Road, Chico, CA - (916) 891-2751 iA. 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 4 CORRECTION NOTICE OWNER %J PERMIT MO_ .q . A routine inspection indicates that the following violations of Butte County Qrdmartcec eaistat the above address and should be corrected. Please notify this office when correction at work r. is completed. If you have any questions pertaining to this matter, or need addrtionalexplanationi, please contact this office immediately. „ � r Date 91- /h— %7_ Inspector 9u 5 S e REV 11/81 7 I COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 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 350- 9/ PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. 1I) H// %-o�Y!/i0 V -/!7 -ze/'A l i w..-- •/ r- re Date Inspector REV 11/91 al. r COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 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 NOTI a C OWNER' PERr NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, -i please contact this office immediately. /0u -/,y e V0 L^f- 5 (a/ O ccs..✓ riS � . /4 . / S /' C Date REV 11 Inspector - - _ > YTr �.��=`}.R; w.F^..T..`+fiR3 '�FF•3�-n Y.i ... ♦tiN�.T. . I . Y-��_�_•U ''- -� COUNTY OF BUTTE a DEPARTMENT OF PUBLIC WORKS , tF 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 , 4 CORRECTION NOTICE.4 1 J OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at s 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, please contact his office immediately. i Y#: / b l� i i1� ..fi /'�/l.v c /.'6 '/A 4".0— 19 9 /YA � fi -?4'4.r-C:5 la'9 /,/ V oil i'� 1 � of � ��.� � `��.✓ Date Inspector�� 1 . REV 11/81 ,ii COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT N0. ! 7 County Center Drive - Oroviller California 95965 - Telephone: 916/538-7541 / APPLICATION AND PERMIT ASSESSORPARCEL NUMBER .. 047-430-048 ZONING SR -1 BUILDING PERMIT OWNER Joe & Danette Dutra TELEPHONE 342-0258 SO. FT. OCC.1 BUILDING VALUATION OWNER'S MAILING ADDRESS — #77 Quail Covey Ct., Chico 95926 270 13,770.00 4U CONTRACTOR'S NAME N TELEPHONE 345-7296 CONTRAORMALNAD RES 11 Three Sevens Lane Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ �5 LENDER'S MAILING ADDRESS Filing Fee $ 15.00 Permit Fee $ . ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 6.75I -'Z ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ 20.00 Penalty $ BUILDING ADDRESS Permit tee $ , Z4 8;75 PLUMBING PERMIT Filing Fee 15.00 77 niiqii Covey 2t, CHirn Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF [X Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S G FW @ 15.00 TYPE OF WORK New Addition® Remodel❑ Utilities❑ Installation[] Other ❑ Describe work: Extend Family Room Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200A OR LESS 18.50 Main service 200A TO IOOOAI 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (Check One): [(� I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license Is In full force and effect. License .JO.Y?✓7 %moi Classification c3 ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW OR ADONS. CONST. DWELLING OCCUP.g\ ACC. BLOGS. I/ `s 3.6Qsq.ft. C�,45 t1 NEW CONSTR ULTI.OUTLET NO N.RESID BRANCH CIRC UITS @ 5.00 / POWER APPARATUS &) LSINGLE OUTLET CIR. / EX. OCCUp\OUTLETS OR FIXTURES 20 76 Ex. Occup. OUTLETS ((RESID )REA.) I .3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring -15.00 Permit Fee $ 24.45 — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. �l have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating Du 1 9.00 9.00 Conlin g Hood 6.50 Ventilation permit Fee $ 24.00 L Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgme , costs, and expenses which may in any way accrue against said County i ns ce of the granting of this per/miiitt/� j�j/ X - /"' Date _--1�� Signature of Appl cont - OWner❑ Contractor X Agent [Jsions An OSHA permit is required for excavations over 5'0" deep and a ran or ons.tru r ion of structures over 3 stories in height. it �� �l% Mobile Home Installation Fee S Energy Inspection Fee $ 40.00 c - CQUSLTYPE 40TAFEE $ 33'7 HAz OFEE IMP FLDDD CDF PARCEL PD IS U This permit is hereby issued under of the Butte County Co4e and/or `Mork Indic d above fo ich fees D E O UBLIC By �E iMl EXPIRE Oate the applicable provi resolutions to do have been paid. WORKS Date 5� Receipt No. 103171 �� tl7 _ �� WHITE-D.P.W.. YELLOW -ASSESSOR. PINK -IN PIECTOR. .0LDENROO-APPLICANT 12 3 �f a 71 COUNTY OF BUTTE - DEPARTMEN*T OF PUBLIC WORKS - BUILDING DIVISION >fj COUNTY CENTER DRIVE - OROVILLE, CAL4FO NIA 95965 - TELEPHONE: 916/538-7541 PERMIT AF+rCIC TION DATA SHEET b t Permit No.— ) -7— o. )-7— 10 Proposed Building Use - Building Inspector M At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . .................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans ....... . 3. Complete plans in duplicate/triplicate, signed by preparer. of plans . . 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including marc facturer's installation instructions. 1ptt0 1 Fees of $ 9.2� Sa (C tlttneGQ IQlAC_�!C��U17.a�...... l _ Z Chico Urban Area fees paid . 1 ark fees paid Sc Pol District fees paid .............. l— Sanitation approval from T� 1 L Health Department /— IQ -4 Z City of Chico plumbing.permit..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required Pre-Inspec. request to Building Inspector 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance ........ .........: 23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) .... . 24. Recorded copy of Agricultural Acknowledgment Statement ......... 25. Letter of signature authorization ................................... 26. 27. Date) When you Issue the perrnil., proute a5 TOlIOWS: Mai t o ner. Mail to contractor. _Telephone 2�—and hold for pickup atC, office. Deliver w/inspector. Other A- t&Leuj --, toad Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be,.submi.tted pric to e i issuance: (Circle new item not.checked above). 1. Index permit for above items No. ( I I I + 2. Additional items required: Or— Contracto designer, owner, was advised of above required data bylzphone�naiI—counter by I date or, designer, owner, was advised of above required data by—phone —ma II—counter by date I Plans checked by &A/ Date Plans approved by Date 0.17 192 Sets of plans on holdA File cabinet Copy—DPW S/ � �„1- (2�, mac_ G2.-: • v ' "so TO Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance - Owner L cation rAP# Plan Approved for• Sewage Disposal Water Supply Hold final for: Water Supply Final clearance O.K.. for: Water Supply Clearance for bedroom mobile home. Other NOTE * * * Date Sanitarian Y .SEP -18-92 FRI 8:37 P O L A R I S P. ®2 04-7-430-08 {x ' p�rt.tm ►T � 41- 4 3�6 - � � � �. • Qhri S Polaris Engineering and Surveying, incorporated 111 East Third Street * Suite 1 D * Port Angeles qtr Washington 98362 (206) 452.5393 * FAX: (206) 457-9319 September 18, 1992 Mr.' r. Jim G�lander, Building Official Butte County Building Department 7 County Ctr. Drive Oroville, Ca. 95965 Dear Mr. Glanders in my plans Zor the remodel or the Uutr61 Kesiaence at '7'7 Quail Covey Court, I zhowed Oimpsviu U20 H*A*&yex5 auppux4liiy L;vLl► -the . rafters and ceiling joists in Detail G on sheet 3 of my plans. I have since been informed that Simpson LUS26 hangers were used instead. The maximum load on this connection occurs at the rafter bearing as ids apyruximdtely 220 pounds. Since the LUS26 hanger is listed in the Simpson Catalogu® with an allowable roof. 1 oad of 980 pounds, it is more than adequate for this connection. Please cull me if you have nny questions an this matter. Sincerely, J. Andy Crandall, P.E. cc: 91425 32934 EXP, 6/30/94 `14 4op CA1.1E6 BUTTE COUNTY BUILDIM. D--P!JITMENT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916.'538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSORPA CEL NUMB.E — -—(iG�'%� ZONI BUILDING PERMIT OWNER 0 P,4& �� c/T"/Z TELEPHONE 3 �o Zt� S0. FT. OCC. BUILDING VALUATION O E 'S MAIL NG A D S CON R CTOR'S M `4 11111477-f AL_iNIX TELEPHONE Cq'TR ACTOR'S II LING ADDRESOr /` Fireplace CONSTRUCTION LEND UNKNOWN Total Valuation 3 LENDER'S MAILING ADDRESS Filing Fee $ 15,00 Permit Fee $ 2 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Ener Plan Checking Fee 9Y 9 $ $ ZU Q ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADD SS — / � 7 / Permit fee $ aal- f �0 PLUMBING PERMIT Filing Fee .5.00 Each Trap ,--500 Sol ar or heat pump water heater . `1 20.00 LOT NO. SUBDIVISION NAME P4RCEL MAP Water piping ,,��. 7.00 Each qas water heater or.• ent 7.00 USE OF STRUCTURE S FA Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system V75 outlets 5.00 Building sewer 15.00 . Mobile Hom S G W @ 15.00 TYPE OF WORK New Addition[ Remodel❑ Utilities ❑IInnk stallation❑ �Ontherr %C Describe work: Ait VD FA /� I� rVI I (_—) P l Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200V OR LESS 00AOR LESS 18.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): F -1I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License Ao. Classification F -1I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service 200A TO 1o0OAl 37.50 NEW CONST. / ACC. BLDGS. // DWELLING OCCUP.g\ OR ACDNS. 1 3.5Q sq.ft. r NEW CONST R. U1T1.0UTLET NON.RESIO. BRANCH CIRC ITS @ 5.00 (POWER APPARATUS 6` SINGLE OUTLET CIR. Ex. OCCup(OUTLETS OR FIXTURES R20 03 75d FIXED Ex. Occup. OU LETS PRESID !APLNS.REA.1 I 3.00 11 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring g 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 15.00 Heating r Cooling g Hood 6.50 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date signature of Applicant — Owner❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee S " Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ HAz 1 0FEES I IMP I FLOOD I EDF PARCELPDTAUTISSUE This permit is hereby issued under the sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By — PERMIT EXPIRES Date applicable provi- resolutions to do have been paid. WORKS Date Receipt No.—Z 6 ,I' 7 1 WHITE-O.P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD-APPL I CANT BUTTE COUNTY SCHOOLS -DEVELOPMENT FEE CERTIFICATION FORM (One.Form per Building) A.P. Number •g %-¢ 3 " Oma} 6:Building Department No. School District City County Jurisdiction .Property Owner Q 26NEZZ!-�; V U / /2 /-" Project Location/Address -] � (� � e-) [l `/ C Subdivision -' Lot Number Residential Development: [��Sq. Footage. # of Living MHI Addition (Group. R). Units Commercial/Industrial: New t Representative OSq: Footage Addition (Including Exterior Roofed Areas) / z- Z �j Date(, .(Floor Plans reviewed by,fSchool District Personnel) !V , .District Id No. • L°.0 C School District certifies that LLP (Applicant-Name(Phone Number) Gy (,)-n YA oil: (Street Address) 6 Ci (City) (State) (Zip Code) has complied with the requirements of Resolution No. by • the . pa�y)ment of $;��/r� representing C�70 square feet. / z Sze/? School District gebresentative ate PAID BY'CHECK NO. /UA REMARKS: BANK NO PAID 'BY .CASH G,v white -applicant, yellow -building department', pink -school district SCHOOL.FEE (8/88) FORM 7 ADDITIONS TO RESIDENTIAL BUILDINGS ENERGY SHEET`` :'` ►, PACKAGE "A'.'' (Additions) . Owner JO E t D U -1-p- A Climate Zone - ' ( I Permit #..91- 4 3 -SO Floor Area' - 270 The following data showing mandatory and.required.features of Package "A" shall be -installed for additions to -dwellings. Additions to dwellings include room additions- converting garages and patios to living areas, house moves that add footage and attic_ s conversion, and any space that is existing non -conditioned space -that is converted to conditioned space. Remodeling of existing conditioned space is not included. ' ZONE -11 i� ZONE 16 APPLIES TO NEW AREA - CEILINGR-3O R-38: j WALL _ R=11 -R-19 N EI.O' OR•'--��``:'="+ti""L11 R-19 SLAB R-7 R-7 �G LAZIN6 U=:65=(Dual) U-.65 (Dual). SHADING ' SOUTH - OPTIMUM OVERHANG or .36 Shading Coefficient, -WEST - .36 Shading .Coeffici.ent ? LOOSE FILL INSULATION (Density) ' INFILTRATION CONTROL (Weatherstrip• -doors, certifie&windows, ,caulking) VAPOR BARRIER (Zone 16) ' DUCTS PER UNIFORM MECHANICAL CODE - Ch. -10 LIGHTING KITCHEN & BATH NOT LESS THAN 25 LUMENS/WATT .MAXIMUM GLAZING_16%_OF AREA PLU-S=REMOVED G1 ZING' - - -__-.7 NEW HEATING, VENTILATING, AIR.CONDITIONING AND HOT WATER SYSTEMS IN CONJUNCTION WITH AN ADDITION SHALL BE INSTALLED AS SHOWN ON BACK OF THIS SHEET. OTHER 12/85 *1 - HEATING, VENTILATING, AIR CONDITIONING SYSTEM (A) Heating - ❑ Central Gas Furnace (brand and model number) SE Btu/hr (heating capacity) ❑ Heat Pump (brand and model number) ACOP Btu/hr (heating capacity at 47°F) ❑ Active Solar type (liquid or air) Collector brand and ft2 model number solar fraction collector area collector orientation collector tilt rated y -intercept rated slope ❑ Other (describe) *l (B) Cooling ❑ Electric Air Conditioner (brand and model number) (seasonal EER) Btu/hr (cooling capacity at 95°F) ❑ Electric Heat Pump EER Btu/hr (cooling capacity at 95°F) ❑ Other (describe) ❑ *2 DOMESTIC WATER SYSTEM .(A) Gas only Gallons (brand and model number) (tank size) Heat Pump w/Electric Backup (brand and model number) Gallons (tank size) Active Solar (collector brand and model number) (rated y -intercept) (rated slope) (solar fraction) ft 2 (backup heater type, brand and model number) (collector area) (collector orientation) (collector tilt) Location of Solar Panels Other (Describe) *l Submit documentation of sizing heating and cooling equipment by Manual J, sizing charts (form #4) or other approved methods, section 2-5352(8), and fill out the following: , Heating: Winter design temperature °, elevation heating load BTU elevation factor x heating load maximum outlet capacity gas furnace BTU Cooling: Summer design temperature ', cooling load BTU *2 Submit T.I.P.S.E. chart or other approved system (form X65) to document sizing of solar panels. ® DESIGN COMPLIANCE STATEMENT: The above building design ;meets he requirements of Title 24, Part 2, Chapter 2-53 of the California Adminion Code. SIGNATURE OF rLDING DESIGNER X APPLICANT RESIDENTIAL PLAN .CHECKING GUIDE -12/90 (S.F., DUPLEX & MISC. ONLY) . Bldg. Permit # cl1--935 OWNER DAra A.P. # 47-4;30-n48 GENERAL Plan Checker fl -A) —1. Zoning requirements: (sideyards and number of permitted living units). �Z Valuation. Plans signed by designer. v4: Proper description of work on application. --5: Existing violations on property. 6. Items on data sheet. (W.C., fees, Health, Developer Fees, License law, etc). ✓7- Recorded notice of violation. PLOT PLAN Complete parcel size and dimensions. ✓2- Setbacks, sideyards, easements, etc. ---3' Other buildings or structures. 4. ,Grading, fills, drainage. t Flood hazard. 6-- Special conditions on creation map, ustible, and foundations)._ FAU & FAS road setback. (noise, CDF, fire sprinklers, non -comb - ,8: --Building or utilities across lot lines (Record form). FLOOR PLAN ° Complete to scale plan with dimensions. t2: Required windows for light and ventilation (Sec. 1205). wt- 3. Required windows for second exit (Sec. 1204). —4. Skylights (Chapter 34 & Sec. 5207). L-5. Human impact glass (Sec. 5406). A. Required room sizes, ceiling heights (Sec. 1207). 7. GFCIs in baths, garage, kitchen, and exterior outlets (Article 210-8). -8. Light fixtures, switches, receptacles, and exterior receptacles for main- tenance of mechanical equipment. 9. Locations of water heater, heating and cooling equipment, other electrical or gas equipment. ,OP -10. Garage firewall, door size, and closer (Sec. 503(d)(3)). V11. 1 - 3'0" exterior exit door (sec. 3304 (f). u h12. Fireplace and wood stove location, alcoves, and clearance. 13. Smoke detectors (Sec. 1210). —14. Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS Al'. Standard bracing or engineered design (Table 25V) —2. Unusual shape, size, or split level house requiring lateral design. -3. Foundation plan complete enough to construct building. t,. Floor construction details complete enough to construct building. t,,5. Elevations and wall construction details complete enough to construct building. -6'. Roof construction details complete enough to construct building. U 7: Fireplace construction details and calcs if,necessary. Rafter ties or bearing ridge beam. a- V jmst� 9. Garage door or porch header sizes. r/10. Stud heights. 11. Adobe soils - special foundation design. —r2. Retaining walls requiring design. _13� Special Inspection required. 12/90 RESIDENTIAL PLAN CHECKING GUIDE MISCELLANEOUS ITEMS TO LOOK OUT FOR tel: Stairway details: landings, rise and run, head clearance, handrails (Sec. 3306). _-2. Guardrail details (Sec. 1711 & 3306(j). Brick or stone veneer (Chapter 30). v4. Exterior plaster —weep screeds (Sec. 4706). J5. Proper roof pitch for roof convering (Chapter 32). L-6. Roof covering type - (fire hazard). ,7. Foam insulation - protection. -,8. 36" halls and stairways. -9: Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. ,10. Two exits on three-story dwellings (sec. 3303 & see Mezannines - 1716). t, -Tl. Attic access and ventilation (Sec. 3205). X12: Underfloor access and ventilation (Sec. 2516). Q/�-13. Combustion air for fuel burning appliances - L.P.G. requirements. ►jf\14. Noise requirements on duplexes. ✓f5. Energy design. -16. Flashing at all exterior openings. --7. CDF responsible area requirements. Z. ' 7 G S - r,�7 szCCS-111--F IMAM' cCAJNEC Tf) 0 o svppgrc d Joh ��`� pu y &II„ rte/" ROBERT M. PREDDY, P.E. 3105 Westwood Drive ROCKLIN, CALIFORNIA 95677 (916) 783.4427 JOB SHEET NO. OF CALCULATED BY DATE CHECKED BY_, DATE SCALE Ng01LT>mbt �rc..0isot Ya Of clt. to Mr 1110NE TOLL NIH ►�43Oo t PERMIT NO. 1338-89B , P , E , M r PERMIT EXPIRES OWNER JOEL F. ARTHUR CONTR. Andrew Wood ASSESSOR PARCEL • 47-43-48 LOCATION 77 Quail Covey Ct, lot 2. Chico �t i Temp. Power Pole ( Called PG&E r � Temp. Elec. Service � t Called PG&E Temp. Gas Service } Called PG&E + �� JOB FINALED (Date) Signature = uK, 0 = Nd`F&G,�� - = Not Applicable = Not Ready RESIDENTIAL (Single and Duplex) Date LIERFLOOR (Plans) OK except #'s bate FRAMING (Continued) ' 'Zo g-Setbacks;-Easements-Floo lope 48.-H . angers -Post Caps -Anchors -Connectors F . ain; Soils-Steel-Elec. d.-/ I Z/" Ftg. Depth 4 . Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfng. Ft rage; Soils -Steel-/ i ZLFtg. Depth 4 . Fireplace Ties or Type A Flue -Fireplace Throat Clearance . t ., Porches & Decks; Soils -Steel-/ /"Ftg. Depth 4 . Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles temwalls, Main; Steel- Bloc kouts-Wrapped 4 . Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions e alls, Garage; Steel-Blockouts-Wrapped 5 . Garage Fire Protection Framing lab; Steel -Wrapped erty Line Firewall &Openings 8. Piers. ireplace Ftg.-Steel 5 . Doors -One T -Check Garage -3rd story, 2 exits 9 .V.; Fall -Fittings -Test -2 way C/O -Sewer Test 5 . tairs; Width -Headroom -Rise -Run -Landing -Fire Protection ' 10. Gas Pipe; Size -Anchors 5 lywood on Roof Overhang -Attic Vents -Rafter Outriggers 11. Water Pipe; Test -Anchors -Regulator -Service Test 55. ding -Nailing Veneer 12. Electric; Underground Stucco Mesh -Drip Screed -Fd. Vents-Underfir.-A ess 13. Plenums & Ducts; Clearance- Material -Sup prt-Ins. j7GJ&f1ng Area -Glass Protection -Skylights -Plastic 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 5AAhear Walls; Nailing -Bolts 7 7� 15. Insulation 59, Insulation-Walls-Clg. 60. Infiltration -Wal Is-Wndws Card -131 Date -Xl- '/Card -B1 Date Card -131 Date ' Z 401ard-B1 Date Card -81 Date -7—f-? Card -131 Date Card -Bt Date Card -131 Date Date PLUMBING (Permit) OK except #'s 1 ter Ht. Vent -Access -Combustion Air -Baffle Date FINAL ans) OK except #'s 17'W.ater Pipe; Test & Anchors -Nail Protection Pf ixi�_eps-Door & Sidelight Protection -Landings 1 .W.V.; Test-Fttngs & Anchors -Nail Protection m etector hower Pan; Test, First Floor -Tub Access 6 . urnace; Vents -Clearance -Comb. Air -Connector - In G -Above Floor -Ducts -Mach. Protection 20. -Test Tub & Shower, 2nd Floor -Tub Access 21 as Pipe; Size & Anchors 6 droom Exiting F. ath Fixtures & Tub Access -Spa ec. Tr' & , ubpanel; Breaker Sizes -Labels S ' s _R , irepla ort v Clearances- h 44 Card -131 Date Card -131 Date Card -B1 Date ` !�5• Card -B1 Date c. Outlets a Wood Panel; Int. & Ext. Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 72. Ki . & Appliance; Grnd. -Air ooking Clearance 23. Elec. Receptacles Spacing -Lights & Switches at Doors 7 ec. Outlets & ReceEaSiwIffKit. 2qgter 24. Size Boxes & No. of Conductors -Stapled Ga a e Door; Swi ng- Land i ng(Cladeo - 25. Romex Installed Close to Edge of Studs & C.J. C. Duct in Garage -Damper tr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- n Garage; Above Floor -Mach. Protection 5 6. uip. Ground made up ech. steners-B Gas & er 2 A pliance Circuts in Kitchen & Conductor Size/G.F.I. I Ib., Elec. & Mech. Equip. Listed for Location ubfeed Wire Size /Z,4-ga. Cu CCNA.C. Wire Size / /ga. Cu or.Al lec. Receptacles in Garage; (G.F.I.)-R mex Protec. ' 2 ge Circ. //0/ ga Cu r I -Oven Circ. //d / g . C or Al. psulated Neutral es No Insul n -Foam -Looked in Attic Yes uard Rai & Deck Construction -Post Caps ACU 3 . S vice -Riser Conductors & Ground -Main Disconnect n. Vents & Crawl Hole Door -Drainage & Wood -Earth 31Aquip. Clearances Panels-Motors-Mech. Equip. Clear ooked under Floor 0Tw--- lothes Closet Light -Shower Light -Spa Light 8 o Tlowing instld.; Drive s ❑ No; Walks ❑ Yes moo; Planters ❑ Y , moke Detector , Card -131 , Date Card -131 Date Card B1 Date Card -131 Datents gj tucco; Br n -Finish V '&/�/ q5 CX, jJ A.C. Unit; Disconnect, Electrical, Plumbin Above Roof; Plbg.-A e-Firepl.-Clearance to Op*DAX--- Date ME ANICAL (Permit) OK except #'sat ell• Gonne Electrical Plumbing -- A.C. Ducts Insulation & Support &&."Ifiterj•or Elec. Trim; G.F.I. Receptacle -Underground I Vent Fan; Exhaust above insulation ventilation throughout House 3 . Condensate Drain & Overflow; Size & Grade 8sj: Glass Protection 3 . Furnace -Vent; Access -Comb. Air -Return Air Vent -115 outlet 8 . orrer,,tiens from Previous Inpections 3 . Attic Access & Platform if Furnace in Attic l Meters Tagged; Gas -Electric er & Sewer Connected -C/O to Grade -HD Approval Energy Compliance Certificate -Other Certificates Card -B1 Date Card -81 Date Card -B1 Date Card -131 Date Card -131 9 Date C91J Card -B1 t; Date Card -B1 Date Card -81 Date Date FFjAMING (Plans) OK except #'s 39. ills, Proper Material &Anchors Card -B1 ZV Date Card -131 Date 4 . )/Valls Studs -Nailing, Spacing & Bracing—Plates-Sound Comme is at Final: 4 • Bearing Walls over Girders & Floor Nailing Draft Stop in Walls (rat proof) . ire Stops; Furred Ceilings -Stairs -Chases -Tub 441 Header & Beam -Size & Bearing (NOTE: An entry must be nade each time you visit iob site) = OK 0 = Not OK = Not.Readyable MOBILE HOMES --- MISCELLANEOUS Date MOBILE HOME UTILITIES (Plans) OK except #'s Date DECKS,COVERS,CARPORTS,GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Sewer; Location -Test -Fall -C/O -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts- Beam s-Rftrs.-Con nec.- Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 6. Gas; Location -Test -Wrap: / PV ft. / /"Nat. or/ P'L"ft./ /"LPG 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. 8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh Card -B1 Date Card -B1 Date 10. Roof; Shthg-Roofing Card -B1 Date Card -B1 Date 11. Ext.; Steps -Doors -Landings Date MOBILEHOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Card -B1 Date Card -B1 Date 2. Footings; Size -Spacing -Marriage Line Card -B1 Date Card -B1 Date 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances Date POOLS (Plans) OK except #'s 5. Drain; MH Test -Fall -Flex Connector 1. Setbacks -Easements 6. Water; MH Test -Regulator -Connector 2. Soils; Compaction -Structure Stability 7. Water and Sewer Connected -C/O to Grade -HD Approval 3. Pool Structure; Steel -Connections -Thickness - Dead Men -Lining 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 4. Elec.; Receptacles and Lighting, Distances-GFI 10. Cert. of Occupancy 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.;Grounding; Equip. w/5' -circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit Card -B1 Date Card -B1 Date Card -B1 Date Card -B1 Date 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test I Card -B1 Date Card -B1 Date -Card-B1 Date Card -B1 Date a COUNTY OF BUTTE , • 'DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exis� at the above address and should be corrected. Please notify this office whe correction of work is completed. If you have any question pertaining to this ma er, or need additional explanation, please contact this office immediately. IFA Inspector Date , ? "v 1 F� r COUNTY OF BUTTE �`- DEPARTMENT OF PUBLIC WORKSi - 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 - CORRECTION NOTICE ins 3 OWNER r PERMIT NO. h' - 1. A routine inspection indicates that the following violations of County Ordinance E„ exist at the above address and should be corrected. Please notify this office ,. when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. r S / I �J Inspector__ / Date , .._ ��_..._.l�Rrl.�.k?.�_.._.___._....._._._-.....__._� .__.. I't�►.nll.l: llu.,.r.,-.�.�_g—,_ _� ... — Itl;Y (;i;R}'r J. 1, 1(; I. u.n'r.turJ IMOl' IIn1:er.Inl 'III lcic►ten n (incltr.n ) I►I: ;(;Ri!''l'1.Otd UI' Itl9111J1'11UN r`CT'rlt 1. M WALL Mal:erinl.-- F ibe►:y.tEI, :;s '1'Itickncns(141c11ee)� r �%�". cr.tT..uu: llnt:t or h.lnnitet 'Type 1.' iberglaS5 1'ItLcic,tr.nn(lttclten) r /Cl Lvr,sc FLt1 'Type l.�_i.}�crg.l.ass illntnn.rm 'I:Iticluten�(iucllen) /� � ,• Aren tinf:cr.i.nl_- l'.i.Ur,rcyaa__._, 17 ll:tterl.n 1. 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U1a'(jl(li At' l'1..1.t:A'.l'Ult�r -- ---- _ . ] Ircr.?l,y cct`I:if.y tl+�+ nl,uve. ittnul.nt:iott and nt1 trct41irr-d itctnn nn nitc,wtt on tiro 1t r,l.ldlnR h,tl,nr.k+,tr•tti: �I,I,rc,ved 1/lnttn and nl.t•ncittnclntn ltnvo lteu41 rr,lvlrecl try tlro st„c:c (ifCniiL41r41in I:uet:gy.Requlremertte. lllntnllQd nn All. eclul.p►nct►t, elevlr.e�t noel uutPer.l.nln nre c►f 1:11c+ qunllty prencribed or nrr, �pecl..[icaliy nppt'vvcd I+y the ';Lnl:e 4117 C1111foruin. I'l.itt iJAt•Il•, IJNI,It (L' :enne print•) STATE CU1111LACTUtt'9 LICI111•13ts flu; --- ---- - _ �O t S.l(;Il,\'lUlt!s Ul. U1::111',Ii�\I, t;UUI'ItA(;'lUlt!'UIJIU{It -' '1'Ili.s celrrlrl.cn'I'I: ull F:ll,l; wl.'.t'li '1'Ill; HUl.Lu1:tIG I,lP11It'['tU?N'1' )'Itic►It TO �t;ltil(L 1 tIS t'I;C'1'.l JN Al'!'ItUVAI, AtIU A t;(,I'Y SMALL ISI; t'US'1'I U WI'1'llltJ 'flits 1)UILIILtJC . ' i .r:u►unry 198/1 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Orovitle, Califfornia 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT AS S OR PARC L NUM — ZO G BUILDING PERMIT OWNER H N7E SQ. FT. Ow. BUILDING VALUATION OvINEJrS M ING A RES t 5 C N A TO 'S NAME114-1 /Olyll A rt L PH r� t CO T A T 'S MAI I G DR SS 1492 i 9's Fireplace CON ION LENDER UNKNOWN Total Valuation Is Filing Fee $ 10,00 LENDER'S M ING ADDRESS Permit fee $ A TE OR GINE R ICENSE o. Plan Checking Fee $ Energy Plan Checking Fee $ A CHIOTECT OR NGIER•S MAILING ADDRESS Penalty $ BUILDING ADDRESS � V Permit fee PLUMBING PERMIT Filing Fee 1 10.00 Each Trap 2.00 Aoa Solar or heat pump water heater 20.00 LOT SUBDIVISION NAME PARCEL A -P Water piping 5.00 Each pas water heater or vent 5.00 USE OF STRUCTURE SF Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 0.00ea TYPE OF WORK New ® Addition ❑ Remodel ❑ Alit' s❑ Installation[]Other❑ Describe work: m Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service OOOV OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP Mot) 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (Check One): El am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ 1 am exempt under Sec. , Business and Professions Code for this reason ELLING O '/zQsgft NEW CONST.OR ADONS. ( AC WC. BLDG S. NEW CONSTR U TI.OUTL 2.50 ea NON.RESID BRANC CIRC ITS POWER APPARATUS e (SINGLE OUTLET CIR. 1i . 0@50t Ex. Occup( OR FIXTURES 2AL& eL030 FIXED Ex. Occup. OUTLETS P(RESIO 1REA.� 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 9 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate Consent to Self -Insure. P/6! �I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement,should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating ZLILI If A142 k 4 -fed Cooling Pn9a Ile Hood 3.00 Q Ventilation 4jml Permit Fee Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgme ,costs, and expenses which may in any way accrue agai t sal Co sequence of the granting of this permit. X Date 5 —Z D9 Signour of Applicant — Owner Contractor ElAgent El An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE ' o cuP, CONST.TY E t'`/ ISoN L F ARc L PD ND s E This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC By PERIWT EXPIRES Date_ the applicable provi- resolutions to do fees have been paid. WORKS Date it Receipt No. WNITE-O.P.W., YELLOW-A38E33O , PINK -INSPECTOR, GOLDENROD -APPLICANT c ' COUNTY OF BUTTE - DEPARTM NT"Oi PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET Permit t No. Q.�' OWNER 1 © i� Y fC A. P. No.. T_�T,O�i'f� Proposed Building Use Building Inspector Date A, At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . .................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans........ 3. Complete plans in duplicate/triplicate, signed by preparer of plans .. 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Energy Design Compliance and supporting documentation ......... 6. Statement of Intent for Non -Heated and AC Buildings .............. 7. Engineered truss details and layout in duplicate (required prior to plan check) 8. Mobilehome installation data including manufacturer's installation instructions....................................................... 9. Fees of $ .......................... 1,8 --Chico Urban Area fees paid ........................................ 11. Park fees p id ............................................ 12. Scholl istrict fees paid ................. 3. Sanitation approval from Health Department ... 14. City of Chico plumbing permit ...................................... 15. Plot plan and business license approval from City of (see City for other requirements) 16. Planning approval for (A) Use: (B) Parking: *�' Improvements may be required. r18. Driveway permit (construction approval required prior to occupancy) ... 19. Pre -Inspection for required ...... Pre-Inspec. request to Building Inspector (Date) 20. Contractor's license information (No., Name Style, Classification) ....... 21. Certificate of Workmans Compensation Insurance .................... 22. Owner -Builder Verification (Given to owner ❑, Mail to owner o) ........ 3. Recorded copy of Agricultural Acknowledgment Statement ............ 24. Letter of signature authorization ................. / jz� 26. When you issue the permit, process as follows: MaciiI to owner. Mail to contractor. _ Telephone and hold for pickup at (�� office. Deliver w/inspector. Other 1-1% Date � _ L` Copy of plans sent Health Dept., The following data must be submitted p 1. Index permit for above items No. � 2. Additional items required: Fire Dept Other Date t issuance: (Circle new item not checked above). Contracto <&iizowner, was advised of above required data y_phone ail counter by date Contractor, designer, owner, was advised of abov7qu. it d data by_phone_mall_/cou/ntJer by date Plans checked by � ( Date S� Plans aDDroved by 1AR / _ Date Sets of plans on hold in File cabinet AP folder Copy—DPW TO Building Department i3 FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Locatidn AP# kPlan Approved for: Sewage Disposal ✓ Water Sup' C y Hold final for: Water Supply Final clearance O.K..for: Water Supply Clearance for 3bedroom mete home;', Other NOTE *** Sanitarian Date 89-008285 Rec Fee 7.00 Total 7.00 Recorded Official Records County of I MIDVALLEY TITLE CO. Butte Candace J. Grubbs Recorder 8:00am 10 -Mar -89 RB 2 Return to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8.1 of the Butte County Code requires this acknowledgement be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for.agricultural purposes, and residents of this property may be subject to inconveniences or discomfort arising from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural zones which have as a priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to, accept such inconvenience or disconform from normal, necessary farm operations. All that real property situate in the. County of Butte, State of California, described as follows: SEE ATTACHED DESCRIPTION..... Date: �""J �9 PROPERTY OWNE ur State of On this the day of 19 d f; before SS. me, the undersigned Notary Public, personally appeared County of ) ti OFFICIAL SEAL% / Personally known to me. Proved to me on the basis MARY R. CASEBEER of satisfactory evidence. s NOTARBUTTEiCOUNTYORNIA to be the person(s) whose names) subscribed to C t,FOR My Comm. Expires Jan. 29, 1993 the within instrument and acknowledged that executed the same,for the purposes therein contained. IN WITNESS WHEREOF, I hereunto set my hand and official seal. Notary Public Present A. P. No. 07 / -zI3 -1) _6//-9 DESCRIPTION 1 ORDER NO. BU -104260 MC ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: PARCEL I• PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA; ON FEBRUARY 8, 1989, IN BOOK 113 OF MAPS, AT PAGE(S) 84, 85 AND 86. - RESERVING THEREFROM A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES OVER THE EXTENSION OF QUAIL COVEY COURT AS SHOWN ON SAID PARCEL MAP. PARCEL II: AN EASEMENT FOR ACCESS AND PUBLIC UTILITY PURPOSES OVER THAT PORTION OF PARCELS 1, 2, 3 AND 4, LYING WITHIN QUAIL COVEY COURT, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MAY 15, 1987, IN BOOK 107 OF MAPS, AT PAGE(S) 32 AND 33. PARCEL III: AN EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES 50 FEET IN WIDTH, MORE PARTICULARLY DESCRIBED AS FOLLOWS: A PORTION OF PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP WHICH PARCEL MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON AUGUST 15, 1979, IN BOOK 71 OF MAPS, AT PAGE(S) 84, DESCRIBED AS FOLLOWS: 4 BEGINNING AT THE MOST NORTHERLY CORNER OF SAID PARCEL 1; THENCE SOUTH 37 DEG. 42' 00" EAST, 150.99 FEET; THENCE SOUTH 72 DEG. 39' 05" WEST, 53.33 FEET; THENCE NORTH 37 DEG. 42' 00" WEST, 149.69 FEET; THENCE NORTH 72 DEG. 39' 05",EAST, 3.88 FEET; THENCE,NORTH 71 DEG. 13' 26" EAST, 49.10 FEET TO THE POINT OF BEGINNING. PARCEL IV• A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES OVER THE EXTENSION OF QUAIL COVEY COURT AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 8, 1989, IN BOOK 113 OF MAPS, AT PAGE(S) 84, 85 AND 86. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. END OF DOCUMENT r DESCRIPTION 1 ORDER NO. BU -104260 MC ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: PARCEL I• PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA; ON FEBRUARY 8, 1989, IN BOOK 113 OF MAPS, AT PAGE(S) 84, 85 AND 86. - RESERVING THEREFROM A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES OVER THE EXTENSION OF QUAIL COVEY COURT AS SHOWN ON SAID PARCEL MAP. PARCEL II: AN EASEMENT FOR ACCESS AND PUBLIC UTILITY PURPOSES OVER THAT PORTION OF PARCELS 1, 2, 3 AND 4, LYING WITHIN QUAIL COVEY COURT, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MAY 15, 1987, IN BOOK 107 OF MAPS, AT PAGE(S) 32 AND 33. PARCEL III: AN EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES 50 FEET IN WIDTH, MORE PARTICULARLY DESCRIBED AS FOLLOWS: A PORTION OF PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP WHICH PARCEL MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON AUGUST 15, 1979, IN BOOK 71 OF MAPS, AT PAGE(S) 84, DESCRIBED AS FOLLOWS: 4 BEGINNING AT THE MOST NORTHERLY CORNER OF SAID PARCEL 1; THENCE SOUTH 37 DEG. 42' 00" EAST, 150.99 FEET; THENCE SOUTH 72 DEG. 39' 05" WEST, 53.33 FEET; THENCE NORTH 37 DEG. 42' 00" WEST, 149.69 FEET; THENCE NORTH 72 DEG. 39' 05",EAST, 3.88 FEET; THENCE,NORTH 71 DEG. 13' 26" EAST, 49.10 FEET TO THE POINT OF BEGINNING. PARCEL IV• A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES OVER THE EXTENSION OF QUAIL COVEY COURT AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 8, 1989, IN BOOK 113 OF MAPS, AT PAGE(S) 84, 85 AND 86. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. END OF DOCUMENT RESIDENTIAL PLAN CHECKING GUIDE 7/85 (S.F., DUPLEX & MISC. ONLY) Bldg. Permit OWNER L K/� A.P. # GENERALc �J� // G, /�/ 1�Zoning requir.emenfs: (sideyards Valuation. Plans signed by designer. _--4' Eaergy Design .and Compliance. e5! Existing violations on property. PLOT PLAN and number of permitted living units). `1! Complete parcel size and dimensions. /Y Setbacks, sideyards, easements, etc. Other buildings or structures. Grading, fills, drainage. Flood hazard. Special conditions on creation map or compliance document. FLOOR PLAN il! Complete to scale plan with dimensions. Required windows for light and ventilation (Sec. 1205). i3! Required windows for second exit (Sec. 1204). Skylights (Chapter 34 & Sec. 5207). Human impact glass (Sec. 5406). Required room sizes, ceiling heights (Sec. 1207). sy. G.F.C.I.'s in baths, garage and exterior outlets (Article 210-8). Light fixtures, switches, receptacles, and exterior receptacles for mechanical equipment. maintenance of Locations of water heater, heating and cooling equipment, other electrical or gas equipment, and plumbing fixtures.. Garage firewall, door size, and closer (Sec. 503(d)(3)). 1 - 3'0" exterior exit door (Sec. 3304(e)). _,,1-2! Fireplace and wood stove location. Smoke detectors (Sec. 1210). STRUCTURAL DETAILS .11� Foundation plan complete.enough:to construct building. ,2! Floor construction details complete enough:to construct building. Elevations and wall construction details complete enough to construct building:` f� Roof construction details complete enough to construct building. Fireplace construction details and calcs if necessary. Sufficient data and details to satisfy energy requirements (State Law) (Form 1). MISCELLANEOUS ITEMS TO LOOK OUT FOR Exposure I plywood on exposed locations and overhangs. Stairway details: landings, rise and run, head clearance, handrails (Sec. 3306). f3! Guardrail details (Sec. 1711 & 3306(j)).. Brick or stone veneer (Chapter 30). Exterior plaster - weep screeds (Sec. 4706). �6r Proper roof pitch for roof covering (Chapter 32). Rafter ties or bearing ridge beam—,,. RESIDENTIAL PLAN CHECKING GUIDE (CONT'D) 7/85 MISCELLANEOUS ITEMS TO LOOK OUT FOR Q 0�/ Garage door or porch header sizes Adequate bracing. Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. ,,Y. Two exits on three-story dwellings (Sec. 3303 & see Mezannines 1716). Attic access and ventilation (Sec. 3205). 3! Underfloor access and ventilation (Sec. 2516). Wood stoves, clearances, alcoves & 1 -hour shafts. �� Combustion air for fuel burning appliances. Noise requirements on duplexes. ,17: Adobe soils - special foundation design. X8'9 Retaining walls requiring design. ,10: Unusual shape, size or split level house requiring lateral design. "ww .11rrlE3 -/-a) PG4�•v5 c BUTTE COUNTY SCHOOLS DEVELOPMENT FEE CERTIFICATION FORM (One Form per Building) A.P. Number ^' " �'�' (f Building Department No. School District CI��.� City U County Jurisdiction Property Owner Project Locati Subdivision /V 114 Lot Number 1 -4 - Residential Development: a a Sq. Footage ��� # of Living MHI Addition (Group R) Units Commercial/Industrial: D Sq. Footage New Addition (Including Exterior Roofed Areas) Build ng"Department Representative Date ******************************************************************* (Floor Plans reviewed by School District Personnel) PAID BY CHECK District Id No. NO School District certifies that pe -A Il- 3</,=� - 3VA-7 (Applicant Name) (Phone Number) z-7 (Street -Address) ! Q ( C'ity ) (State) ( Zip CodeT_ has complied with the requirements of Resolution No. by the payment of %$ /� / g, O representing '_�q 4 square feet. / /School District Rep�resenFative ''Dat>'e PAID BY CHECK NO. / / BANK NO PAID BY CASH REMARKS: white -applicant, yellow -building department, pink -school district SCHOOL.FEE (8/88) W-1 +ic �.li9" i•.. t .--,-i% ;= -•.s Yi 'o ;_�.. ..._a r.-4 - '!...`'{ r+% '•l goM- -Elk, — t• ! �Y H. t.K �r -'fir s-. {�'r :r:;s-.-.+F-....t,.Z+ ,• t�1^`....i++x v�, '.. .. +-•-s.,..:...... rt �') _ _ ..._ 4 i"��'#' ti t � k {' `! h- •• r 'Sr caw -.b: t El, _ t I .;:- ��/-/�1n/{�/���-)u//.�r�r ;�i A//�� .y��Q,''-).r .Cr,� �.al.� '!^t.e� ;-r ! t-•.-ws..r"' 't"'s.�. .F'•"'.'. 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J• _ f '� i. a:'tj�} }t j • .0 i�Y.i + r;y� f'�e; �' �,a. �- "Y:DIAPHR,4GM DOCUMENTATION '-"�{� , page '", `�� RD 1-1 '77,:Quai l Covey Court Jar J ROOF DIAPHRAGM DATA length 34 fta _ n.�.• depth 30 ft V 6720 lbs applied w 198 =V/length plf -SHEAR DESIGN VC j 3360 =V/2� lbs v 1 12 =Vs/depth CHORD DES! GN plf lure 1/2" Gyp. Wallboard w/ 5d @ 4"oc R=125 M 28560 =w*length"2/8 ftlbs J Chord. tension or compression C 952 =M/depth lbs chord member A _ 5.25 sqin - stress ' 4181-.33 =C/A = -psi fuse min 2x4 chord member( Ft al towable = 850*4/3=1 133 psil chord splice - - "'-"S' ..—...•..:r ..M:ate-. .c.+ } •_+iiry •'r+F-*"y; ! 16d nails required: ,_:.. 6.61=C/(108*4/3) luse std 48" lap splice w/ 7-16d nails or as indicated each side OT splice; 5/8" dia MB required: (double shear & metal side. plates) 0.18 </(2320*4/3* 1.75) or use Simpson strap -`-- __- - lure 1- 5/8" dia MB ea side of splice! luse ST2122 R=1070*4'/ 1427 1 �O QROFESS/pygC PaC1e I - \�Q VF• Py `�2�t O G z ren No. C041722 EXP. s� C / v TF OF ca��F� k�-a � i � � Y .� F•.... ,N.f Y ��r�� .i'3�'y[ i � r + � a �e �'t �•��'�fp�r ttiP�1 ..t Y �.T.� N �..�>+�1 q}L..a} YY:$i;•�•s yia ,� 'Y '1+C JAI}» yj �,yR -,y �I ypey t ,.�jy� t74ta.•+ ^3'•i dui=" .5:-65,d'r¢ e `1'^rtfa... ' -w. 7 K 1 .I, Nva: YY r5 v f'* A.k k•Mfl 3: S t .`�i ^ i�a{RY^' # .�'lr WTL�e .C�i Y'1r,,!.�.•.F`H.1�� + K. "1�.r -- +i�I 1'•7�*y,�ii/+p<T'.a 1^ ?;1:�rrej;.t .•'i. L, � a •.,ir.-.�`..�1�; •„s• �1 .�,n, s7,{;,r'! „�}:+;�;i#. ^l;rjs y'S i.i= Bts4ps..or <�(,M,jrz• ... 1 _ t .y . -'� .e ,.. � t, .s- r .� i r !+�• i � 3 s: 't � �tii .. /4 = � �; ii �; S.S. �-''*n . . r ,.+, <S n s • .e _ ; ; � • 'T �'' .G she �"+� ARTHUR ENG I NEER I NG y �` ,- D I APHRAGM DOCUMENTAT I ON ' page RD 1'-2 77 Quai 1..Covey`Court ROOF D I APHRAGM, Garage length 24 ft death 24 ft V 3780 lbs applied w 158 =Vi' ienot"i pl i l V SHEAR DES I GN k Vs I ,nr = 1 r /9=V`/depth, r'?i CHORD DESIGN '1 1 1340=w*lenath*'2/ 8 "ibs J Chord tension or compression C 472.5 =M/depth las chord member A 5.25 spin. `stress - -90.00 =C/A o i chord splice +16d na i Is required: 3.28=C/(.108*4/3) or 5/8" dia MB required: (double shear & metal side platels) 0.09=C/(2320*4/3* 1.75) " or use simpson strap -' r r lune 1/2" Gyp. `NaHboard i w/ 5d C Toc R=100 -11/f t.1 lure min 2x4 chord-memberl Ft allowable = 850*4/3=1 133 psil luse std 48" lap splice w/ 16d nal is as indicated each.side of splicel 1 N AI ?SOF ESSIO/V, 0 vF � RTti _F�c INAI __ ._ _-_.:_ �� No. C041722 EXP. " s� C / V 1 \- qrF of CAV\Ffl 4 A 11 ri Tl i, tdI pt 4 `; r1!.1•i { -� f * y4 �_ f r �Y��^^r 3'e'�''�+-?�'4 ��`�j(+�.���' WSJ ��`,��r'^t�+` F1' �• =�'i'' y$ - ?�` Y-� ,_,$. 3:1 lo: 4 A4 Wo �4D Z-7 v6q(3034(20 /)fii5( efib+q 3� )0.1� �5�� WIND OV6,V4J CZ4 0-(- fp4�5 JLISfiS V _Cot__ -�/ 3� .� / - ONiV - — No."C0417 IX Ev- . 1 2 Eyl% '-V OF CALF r, --4 K" 0.1' - 6-3 W6,Ws— KL WO(Dr) .7 te.. •��' j2� 4A .. Q 7 e. `�i� ,w' l ' 4M' 'T ' 7...y1'` ' �� ��-x C. y '-�G 6. i ., y il`''.s,•'.. k 4 i 'Jt.y i, V.1.� �r;� t y�..,?,. �.j•. ik n'sy'a�' �2'{•.,. � r�'� J ^^ �'"�`-[,. z j � � �'V�y�`t`*t''�t'�a{aS�Y7 fc: "�{,y+...;'hi .iLi '"• r .rf9�._F£1'r'"'.t y7i�h k�-�'�"f y�' r.' 3 Yl y r f" � ,'� _ �. (� .. DATA - `tr 1�;,., v �,5. •' ryf4W�,y � +tom t-•p'��.ii..'o�r:�' ��k�tS''Y •� .�'s - .. ARTHUR ENGINEERING • ���"�"� ` #`�'' " DIAPHRAGM DOCUMENTATION` page° .: x , 77 Quay l Covey Court . ` • ^} . , • _ . IAPHRAGM FLOOR DIAPHRAGM- DATA length = - 34 ft' depth 30 ft V 5310 lbs -applied w 156 =V/length plf SHEAR DES! GN v 89 =Vs/depth CHORD DESIGN O okzVESS/o/vq ARTyyGG� No. C041722 EXP. sT CIV1\- 9TF OF CAS\F�� alf Iuse 0.7'5" T & G plywood sheathing w/ 8d 4 6"oc edges, 10"oc f ield R=240I M 22567.5=w*1ength'2/8 ftlbs Chord tension or compression C 752.25 =M/depth lbs chord member • A 5.25s qin stress 143,29 =C/A •psiLuse min 2x4 chord member( Vx I -Ft allowable = 8 0•*4/3=1 3-�' psil - chord splice $vW U^l�It(O w4 J` fIL W)B�,r1ir1" �5, - IOtJ,\{LS 1Wf0f 4- f �� `i 16d nails required: ('�vvu SoUao"`+ 5.22 =C/(.108*4/3) Luse std 48" lap splice w/ 6-16d nails or as indicated each side of splicel 5/8" dia MB required: (double shear & metal side plates) 0.14=C/(2320*4/3*1.75) INAI or use.simpson strapIst2122-R=1070*4/3= i42-7-1 ✓ P•�qe 1 FLOOR D I APHRAGM, Garage DATA length 24 ft depth 24 ft V 3360 lbs applied w 140 =V/ length plf SHEAR DES I GN Vs 168-1 C-) =V/2 lbs v 70 =Vs/depth qif lose 0.75" T & G plywood sheatIIIng w .1 8d @ 6' „c edges, 10" oc t ieid R=2401 CHORD DE; I Gini M 10080 =w 1,engttl"2/8 ``fibs Chord tension or compression C 420 =M/depth lbs chord member A 5.25 sgin stress 80.00 =C/A psi lure min 2x4 chord member! _ I Ft allowable = 850'4/3=1 i 33 psis . _. _ *chord splice -16d nails required: 2.92=C/(108*4/3) or 5/8" dia MB required: (double shear & metal side plates) 0.08=C/(2320*4/3*1.75) or use simpson strap Iuse std 48" lap splice w/16d nails as indicated each side -of splice) INAI?*FESS/pN FO q� INAI C� m No. C041722 � EXP. � sT c / V 1 \. ATF DF CAl\FSP cage `.•.-.�..�.•-rr-y• �•..�1, �- '{ Axa' .v 1. t • r.��"� �S- i.. � �. a � i i � 1 ,x+,� � � ..:.m..-.., ._.:s„+.-��. -.. "L—a«..:: �! :,�'`s S'IS'w� r '�-_yam � J �'S r�`hy,�.� ,4�p, •�^�'�� k; f ! r ll ♦ +` ai;� . ".�->, R.++`. -i +-•ir- r- ar �xrYfTi�'t' "+r...; i � �• ��` � r t ��**.. �.L F � . '� � .i'•R� i. � �.l' � r.2 r y.� SyS ti F.cj• ``u F't.. Z n�l'� r�;J �.i : 1. .�,,,T•.,�X.y . � ,y'".i 1E. .�„•,_Y ,� - � �r. � �, � - ,—..",•«----•--"w'-� � � { f• , �r-�t a `+ i'°� '''� r� ✓`+ 7 "�..�` � r `k a _•_. rFr 1 r.a,bt.� i _. '�:, Y � � .rye, ..Ars• C ..,_,,,, «�_}. •*.. ••d y r � t � ��� � -: }}a .J:�j ..+-+P« r ` ..i•; �:t� _...a,._•r>_ _ -�. --. �. n...--.�. +. ,+ s .�.+,r. .�<:--Jr f �►�,•+�'r. �'„*.ji�.: L., D ..Yi.-...�'-.r.-�-r t1'_ r'_•�- 1 r-._.�ryc'� � i° 4 �' Y Sout►�. W��t✓; . , _ } rt �:. i#::' at..'-+.r.:.s � a o £�: x.r�s _ �r , , Y� ws . ...w.. .7'w-satr�.rc• max,.• s: t - 4 • - -.,. .. Is W QROFESS/o/V bl.' T �Fti AR _.—•._.-�—•._ ._ __ _.1.1 prop -- 7 /td �`�') -Z`a / _.__-- - � � -y �� _-•.__--__ No. C041722 EXP. } �r•..s- = Yyi:?�sR4.. 1"'�r'-Y�c'--�'--'_ _ - '^^"', �-.�.a..[-•c-,.�.-----*..�-" `�• __•�.�.—rw��s'.Y�- ,Z,..�.a. -- - �•�_ ..- _. _ : r.... i �fAwry t +w• -yam-+ V ;� M�TV '_".... • ! •-L ^f i ' ` _ s" � /fin t ).• . l� 'i ' � ..... -_t �P_��.y �� 1 � (`�. ••. I.. _. {(t :+, it �.�..r f +t w�-�� "� �• � �-} r_ w. .+-- tr...f. 2� � .___. ....-.. ..w.{.... -•V., �,. -. •`:�_r 1 1'- r. � � �•� .1 sir J ,. � � � ^ �.. A.r..� �, - e )L � ' �..�-.. - ,��._.._._. {"•`--. 7� b YJ.�ti{.E b ��iY`-. - _,� �_ f ..�_.... --- „,.'-..-_.,.-:....._Ja.•.__ •sjr.t 4"_*�i_^-:1 S "1 .` • _ r "_. "r— it ,7sa 55 _ - . � - -•- — } - } � t 1'` '• ' 111 — - - - — f _ -_ * .�., r � � _ - - - SW r�`pl,' �' W Waw 5�d1 NN Sbl l I _: _ page.. SWI -1, 0.00 f t diaphragm D 3360 lbs shear length of collector L 3360 =D+Vabv 30.00 f t v=L/length= ! 12 lbs/ft vc i 12 =L/(length-openings) vertical WwalI= 15-.00 psf load - Wvert= 28.00 plf DATA 1 t 1 t( .J J P=weight of wail+surcharge=WW+S= STABILITY Mot 1.S*Mot= Mr=P*length-O.S= Mkd=1.5*Mot-Mr= 26880,00 =L*height+M ft Ibs 3600.00 lbs 8410.00 lbs -140.00 lbs AAA i0ESS/oNq ART F�c� �G W � m No. C041722 EXP. sT C 1 V \ \- ATF OF CAS\F0� 40320 ft 1 b s -66600 f t l l bs 96280' i-tibs ( l HD -1324 =(Mot+ 1r)/length...,,..,, lbs• HDalt -876.=(Mhd/length) r :, use HD= STRUCTURAL PROVIDE: DIAPHRAGM CONNECTION 112 plf;r� based on collector length p th � 1 12 if • I'" W1 l(�a@ 10-(- i2-f,Uo)' �3q �i 112 p 1 f �l `b r✓C, ����i 112-pif (Z= ISP 112 p l f �N JOflN ,1` fo 'L -COL Oihr'170A W1 I (.v �e -876 SHEAR PANEL RESISTANCE OF ca level of openings - M BASECONNED T1ON HOLDOWN RES I STANCE OF -876 lbs I qIl M'v. 4� a1 •� �� ,�i�.f. y Isr { M'j � �, ?# .c�'h4t�?"'� v "} 4 V �i�..( a'J.tY � � "P�d•�'j' { �{ v�j'4�) }4�1 ++L4..A. Z'e`_V Y1 •.YI.t. FyM. �.. .'.�+.{., �(y.".i�H.T.. �+}.e:�a ! .ii1 ;,�, N' ✓,^"�• *.waM �f! tl.IK'�Y."y i+...��5 rt. Iv CKR3.`Artn Engineer n --,A v�tc4;sw ij. w e.i J'v rk u�"r y;. ,. �... �.•�. SHEARWALL DOCUMENTATION ..• ..,.a s. ..^.. °F 77'Quadl Covey`Court r�: DATA �_ =•�r . .� "_,openings shearwall. length= 30.00 ft .h�7 height= 8.00 ft r. LOADING Vabv 0 lbs shear M 0 ftlbs page.. SWI -1, 0.00 f t diaphragm D 3360 lbs shear length of collector L 3360 =D+Vabv 30.00 f t v=L/length= ! 12 lbs/ft vc i 12 =L/(length-openings) vertical WwalI= 15-.00 psf load - Wvert= 28.00 plf DATA 1 t 1 t( .J J P=weight of wail+surcharge=WW+S= STABILITY Mot 1.S*Mot= Mr=P*length-O.S= Mkd=1.5*Mot-Mr= 26880,00 =L*height+M ft Ibs 3600.00 lbs 8410.00 lbs -140.00 lbs AAA i0ESS/oNq ART F�c� �G W � m No. C041722 EXP. sT C 1 V \ \- ATF OF CAS\F0� 40320 ft 1 b s -66600 f t l l bs 96280' i-tibs ( l HD -1324 =(Mot+ 1r)/length...,,..,, lbs• HDalt -876.=(Mhd/length) r :, use HD= STRUCTURAL PROVIDE: DIAPHRAGM CONNECTION 112 plf;r� based on collector length p th � 1 12 if • I'" W1 l(�a@ 10-(- i2-f,Uo)' �3q �i 112 p 1 f �l `b r✓C, ����i 112-pif (Z= ISP 112 p l f �N JOflN ,1` fo 'L -COL Oihr'170A W1 I (.v �e -876 SHEAR PANEL RESISTANCE OF ca level of openings - M BASECONNED T1ON HOLDOWN RES I STANCE OF -876 lbs I qIl < Y. Al ' i ^t��n;s,�i.:!^4++"�;"�"+-� t`-YfFN.^ f ��•'t .t t._....-•'}•6�,ry+" Fa y F! t �+< K, t g+q °�•,• 'f t r ti' 'aG4v.. +cs „aF r h..t •:..a r p'. S. ,+. .,:.w hf.L :S .i.v, Ua .r'v�. 3+- «. i. {' yz. < ru. i fl."tirn 3cp:• moi" i? y -A.. a�,..`r.,,5. L,..�.n "'Si �t i Y' `rig lA 33 fi• 3 t�.. �* 1r - v. •,", r.. `Jc .y -. s t�z{ i.•R �.� tes•i '� v a+av,«t„S{f, r � � �i � ..3 - r -✓- t Yi.'--rt} Y�.?�. Y�t�t:c i � Jz+w +A � �5xc r,,,4�_ h ,Sr - .,.i "r • e'4 ';1 �e�Y�� r4 ii,3"?'"i+W �+rJ, t NAxii' Arthur Enginee% g SHEARWALL DOCUMENTATION :' ��'' �. page ~ LSW i -2 77 Quail Covey Court µ DATA , shearwall: length= 16.00 ft openings 0.00 ft height= 10.00 ft LOAD I NG Vabv 1763 lbs shear "1 0 f "I b =: diaphragm D 1393 lbs shear length of collector 16.00 ft L 3156=D+Vabv v=L/length= 197 lbs/ft vo 197 =_/ ien�=n-open ngs) vertical Wwall= 15,00 psf load wverT= 73,00 Of iIATA �o QROFESS/ON weight of wall=��I`i,�=Wwal141 f)ath fteic� tt= 2.400.00 lbs ��Q ��,F. ARTY surcharae=S=WwJert-length= 1160.00 lbs No. C041722 P=weight of wall+surcharge=WW+S= 3568.00 lbs EXP. STABILITY 9TF OF Cpx\F Not . 31560.00 =L*he i gist+i'1 f t l bs 1.5*Not= 47340 ftlbs i Mr=P�length*0.5= -28544 ftllbs I lhd=l.Siflot-i lr= 18796 f tlbs HD 189 =(Mot+h,ir)/ length lbs . HDalt 117'5. =(rlhd/length) use- HD= 189 STRUCTURAL PROVIDE: �. ,� 1,, .�, CONNECTION 87 plf�-112�w 1q7 ba.sed on collector length 87 plf I _ SHEAF: PANEL REST STANCE OE 197 plf -...- ._ . @ level of openings " 197 plf IC _BASE CONNECTION : - 197 plf taus-�8.5R,'17 rl�_') I 993, S' Ftzov10 Miµ 7�5���: X37 � 1 189 lbs?pVlpV-,' �11��• e`'pI� ^at7r� j 'N� RN": MIA Jw' Arthur Engiheering DEAD -LOAD RESISTING MOMENT CHECK, footing: t Df.tgz 1.50 ft' Widthftg= 1.00 ft Lftg 16.00 ft widthBASE-= Loo feet W f ty" 225 pif endload 0 -lbs @ ea end applied TIOTIALOVERTURNING MOMENT Motf I 36294 =L*(Df1L',g+heiQht)1!"'1 f t I bs 1.5*1-lotf 54441 plus TOTAL RESISTING MOMENT Mtr= ="Ir-(Wfta*Lfl,g^2)/2-(Lftg*endload) -57344 additional resistance required r -2903 f t', b RESULTANT R=P+Lftg*Wftg= 7168 lbs e=(Motf-(Lftg*endload)/R= 5.06 ft Lftg/6= 2.67 f t maximum soil pressure=p=(R/Lfta)*kl+(6*,,,I'Lfto))= 0.00 plf (when e<=Iength/6) maximum -soil pressure=p=2R/(3�(L.f-Lo/2-e))= 162,7,24 P1 (when e>11 ength/6) -actual soil pressure=p/widthBASE= 1627.224 psf.. 'z- 41 05co) Q) No. C041722 rn EXP. C/vl\- F CAL0 .. ._ yTrr�,t - .'7,x "`',,..��:-:.1rY,rrf` ? r:..Y�t�a et'C�.�j„�+��,..�r ,u'+e�s,E �• +,k,; # , ' ; x� I' _.+.:,. .t,, • r'+ r � t �rx iienz, z "�i� - . t4y^:.z„•L!• '.4...t.'.:•;.;�+ ' ♦`x •., .:..I +.,�.'x ,�, '%A-, ^�1oeE`naB.f,.F9*3.+ev+'! r.Sa,'.'r..,,.�t�Fi'r"y' s"•- r'* �v"J',z _ »t$T �e.{r.°-�.E� s. �:u,,e1.*,i�"•'. rarf'.u •iw"t- v �tK�ri:�Y�N •.-}•Ga<:S.?�{s'i:ss. "rta�„2w�a a +tYti"+2�;?.# a? 'N+y,.; • �L ' '� A..J 4,. .�t:x¢ro*a,.a-YinS :i4 L y4r.w'FS 1�^ 1 W�.i£'S. �iavYLLLrC �rrr``v,>,�t.,,k�,3.iD.r.Y•r a 3>.ai wSfi�a}`3r'��+x #-.k�',�b.'c. ?:x.;.: �.i ra4wra � t,�rxya„ �L1a!: r,'•tSr' f,.'L.a'.'�'Ya•ass fi<aj " s!riiia+•e+'•a.,`a!� ;ro 05476 k xOR �.+}'a4wd.a`F' .r ;k.w�:.rt;;,,�.t.Mw', ..M..t.ts.c,.l✓. +.- -r:b.'.'^gi.• rw* s- :k.i. +.� 4''yr%+':,;3y...ee - } . Arthur. Engineering �' s��' ` SHEARWALL DOCUMENTATION- ,`r�* page 'SW 1.-3 77Ouail'Covey Court w DATA shearwall: length= 8.00 ft openings 0.00 ft height= 9.50 ft LOADING Vabv 881 lbs"shear �1 0 ftlbs diaphra m D 696 lbs shear length of collector 8.00 ft 1577 =D Vabv v=! Ilangth= 197 lbs/ftv() 197 /rl ;rli�rls—:jnpn�.nC ct vertical Wwall= 1'5.00 psf -' load Wvert= 120.00 Of I� S'4UJ-WV6�, DATA ' , o Q�pFESS/pNgl weight of wall=�h'VJ=W�valliengttitleignt=. 1140.00 lits V. RT �Lc� ti surcharge=S=Wvert*iengtii= 960.00 i'as W o (/ nv 4� Ef • o. C041722 � P=weight of wall+surcharge=WW+S= 2100.00 lbs EXP.' 4 `rTq j C i V\\- O��\P STABILITY F OF CA\g Mot 14981.50=L*hl-ig t+ 1 ftlbs 1.5*Mot= 22472 ftlbs -Mr=Plenath*0.5= �: "'`-8400'ftilbs- frlhd= l .5*Mot-Mr= 14072 ftlbs HD 823 =(Mot+i-lr)/length lbs HDait 1759 =(Mhd/ length) use HD= 823 STRUCTURAL PROVIDE: ..• �au.oN'���M� l�l�,�. DIAPHRAGM CONNECTION 87 p l f ' based-on collector length 87 plf SHEAR PANEL RESISTANCE OF 1,97p i f - SW I,1,z,- - @ level of openings 197 plf BASE CONNECTION 197 pl 11 o �( H,. L110 WiN REST T ANCE OF 8"'3 1LS; it i%.�tc l ............................ , i �.,.. ,• . ••{ft ii';,i1t3 `'`St(i`'J.m-iv+ v`"fc�j,+,i?ir y�t�r$,7 +�3y .,.f i '•s : r r w•t-4* - #,,' i LP !•.. t ,w . �,� 77,w-0 Zra ' ..a � ..=..'•;''''i :y..r '.r$.'i� � s`�5E+'g.'ra�Aa��•s.t `.•iT, t- � 'y✓ `.tTG.S ."-�'i'?it� '�C f' �k ?i-.✓,!'`t.'N�:,»•^`-.�',$,..•I'�f�V., �`,,•-s^s. - i • nt CM 1�-A'H?;>1' }s ii ,i"„rr"i�!,"' x1, "'.`Myt,ai�`h'i+Jn�F1} 9drrr V,r� "C:'"�".ii. �i ; �, Y��-,•9���i •+vhtq;-`!,. Y�1,*�iwZ Y� �' nF A..:iwt`i^t •��' Win, rK...an:apt "r�`'ay`' :' ,{; +' y #:tip. . - ., l n _'S � .T < r -,ti y 1 Y �� �`�3�': ,�.• u• . �a *ter.; •. ' t � • ineer�n Arthur En . � ;� .� �.� ' , • l 9 g' ; DEAD -LOAD RESISTING.MOMENT CHECK ' . �Co�s�oiG.W��P�c��D footing:. Dftg= 1.50 ftp A 5 Widthftq= 1.00 ft ' OI��w L f tq 12.00 ft / j�b�lSPck� • widthBASE=1.00 feet Wftg P11 endioatl 0 lbs @ ea end applied - TOTAL OVERTURNING MOMENT Motf 173`7=L*(Dftg+height)+"' 1.5 -,(Mott plus TOTAL RESISTING MOMENT Mtr=. ="1r—(WftgLftg'2)i`'-(Lftg*endload) -21600 additional resistance required ! ' tl bc� SOILS RESULTANT R=P+Lfta*Wftq= 4800 lbs 0.V_ e=(Motf=(Lfta*endIoad)/R= 3.61 ft J Lftg/6= 2.00 ft maximum soil pressure=p=(R/Lftq)*(1+(6*e/Lftg))= 0.00 plf (when e<=length/6) maximum soil pressure= p=2R/(3*(Lftg/2-e))= - 13411.13 pif (when vlength/6) l actual soil. pressure=p/widthBASE= 1341.13 psf v . QROFESS/Ojv r f No. C041722 sT C1V1�- ATF OF CAS z d'i >- Sy�n}""e�., .,Y• J w@ � r•S X' � +' ✓.i y, v � % U N..1...y 1+�f 3 x+•9'11. VY -Y d rR.+l 2 Y'!.}, t ♦f * i`i' �; �T Y • n. y H•-yy � F �+ �y ! •, ..S w F>� � hrJ>+ u s � F>F' {, Arthur Engineering i "`'- SHEARWALL DOCUMENTATION r �.. 77 Qua i I -Covey Court - DATA ^ . shearwall: length= 6.50 ft.' a height= 19.50 ft LOADING; Vabv 716 lbs shear M 0 ft1bs diaphragm D 566 lbs shear L 1282 =D+Vabv . v=L/length= 197 lbs/ft vo vertical Wwall= 15.00 psi load Wvert= 73.00 plf Nbe.^ DAT A. weight o wall]=WW=Wwall*length*Iieight= surcharge =S=Wvert41ength= - P=weight of wall+surcharge=WW+S= STABILITY Mot 1.54Mot= i Mr=P-length*0.5= Mhd= i .5*Mot-Mr= 12 179.00 =L -*height+) 1 HD 1 173 =(Mot+Mr)/length HDait 21 10 =(Mhd/length) STRUCTURAL PROVIDE: D I APHRAGr'1 CONNECTION based on collector length SHEAR PANEL' RESISTANCE OF level of openings BASE CONNECTION 0LDOW1,d RE'SiSTA.NCE OF page S.W.1-4 openings 0.00 ft length of collector 6.50 ft 197=L/lenrtn-open ngsJ 926.25 lbs 474.50 lbs 1400.75 lbs f fibs 18269 ftlb5_ . - �` -4552 ftllbs* 13716 ftibs lbs use HD= O QROFESSIONq� ART�GFti��� LU rn No. C04172 E;P. �N CI V1\- 9TF OF CA��FO� 1173 87 plf 197 plf 197 plf pl2ovi%.._ 1 173 lbs P�od�OG PR+�bZ Pau 1 � � .}'C.:.f:J r .; tv-.'jjyy�"',,w• ( yyhs[+i y; n +.f '.a �l° _S'Y►�LF, �.� F bfi.J` y��'r}t ,y��y'�a, _'t 1\;1!1T yf7.. !4.`55`,��w.�!�T !>t. •}f, fJ.'• !•'R. i�iyil'•,�.'J'.k.('bJ{{ .,'ik:;, T`t - c 73 >+. j 1 x't FTYKet'-ih } ry1'„di,cNFy r - t, i+„s�... i r S S. ��C�'4t! E`r +.s. ;T+ .j« "'..;�,o•c -..3..'r'+'R ��Y A" y�rr'3k -'4�Sa t[jy}N..,+w j'{rayS { t f.. E y)•SrA�•IX'/��y+��1, K. ray. {•"^i.�.c .S:. �l �..M!tu-.n _.. +,•I s < tTbi r•A4' T �r, � „ r"yt�,�i�yF r .« y�"4,�t+'.L..E��'.iy..4Sf«.:.'��Fr��:c�'tr��{7'�'p'�'�;wti 4 /• �. .. j F .. ray } -L r, ���.qp.� � r+"li!': S.Z. 4�"` Y. V'� 'JM: � ryo �.. y: Y f c.ryi-, �r��.w�,. .fi-9' wAN. '�.t'.`Ci. "."�.+,.'%""'r'. "V,}S�yX,.l""' Sj"�T.r�4 a. C'll•u.`wxSw�+S�'S� .sr eR"Y7it I `j(+e:�M� .�i��+� 4f�?.ji�."f�_ +�•, ` >'• s. ` ° - . J.YJ s. 'Sr�` ]1P. t � tia^c.. k + s� ,• i•Ty • • t w Arthur'Engineering • M1 tr'Y' by �at DEAD-LOAD RESISTING MOMENT CHECK footing: Df tg= " 1'.50 f t ��I�ONA � LoM 04 N Widthftg = 1.00-ft L f tg 12.00 f t -' widthBASE= 1.00.feet Wftg 2255 P I f endload 0 lbs @ ea end applied TOTAL OVERTURNING MOMENT Motf '. 14102=L (Dftg+heightftlbs Pius TOTAL RESISTING MOMENT M tr= =Mr -(Wftg*Lftg'2)/2-(Lftg*endIoad) -20752. L additional reJlJlance required _ 01 ftac� SOILS RESULTANT R=P+Lf tg Wf tg= 410 i 1bS c?. V,' e=(Motf-(Lftg*endload)/R=-. 3.44 ft Lftg/6= 2.00 ft maximum so! 1 pressure=p=(R/Lftg)*(.i +(6*e/Lftg))= 0.00 plf (when e<=length/6), maximum soil pressure=p=2R/(3*(Lftg/2-e))= , . - __. 1:067,44 pif ---,(when e>lenath/6) actual soil pressure=p/widthBASE= 1067.44psf • QROFESSIO/V, O l • ��Q� � F . R`ti �2c k#- m ¢ No. C041'722 • A EXP. - r OF CAl\F��� Page .qf-Tl-k : /. S" _�. iC _ � ..ifs 7`. ",F4:+.r •w. 'z1+�15h.-••'Ni.tlN*'r++vrJ.tn.« is:IFsr«:.� � - E✓ ...w.n a .a-.+–._ ._•.. .� .... t, s -....w• i'. ._.. .. r-.a;:=r•r '!`%w•.+•*-iE'-'+'L.."`'r��.7*7t"^v`"'".*.p.".'+4"F»+�*'�tY'?�•R"�y'j.r-' .M" "'�'.+t «t�«ri!l s � + it. rv` r �t t f � ' ` 7d i ,_•�.t �"" fi; .! ���� I._...- -::. r _ .� a+_ P., ,.A�.••.-). .Jr�-`.G><�"•i' `''c-S-wX.��X�'t�� '..Tstr'`.`r�-ri'4 _.yx+.,C...�.IJ�F -.+:v, �i rv:� F, V.J," moi.-+-'-••-�. �• r �� f � ; �- ,i' � '� -''' � f; � � �- t 'cf I � �.'�jk >�P 'i. A•,. rz���. .t.1' ��;, .''-Js� s�p���*� �� j 3> r � y y - ...._. .:-' _. .,y. ' �1�' .r i _.�"ra,�, =.;. hya �`�--r��:CSIi, (G ���n� 3719 ' � .r�--�—/•_,,,�.i.�, �o,: �s �,. t M � i ! 't : '�. $ ;...,,.. ,'S�;sii+ •Ni -+k Wr_f 'i-'r•x�r i...r4...,; "; 1 a'a"4',r :. r ' '` . ' C it �i r.�{. } y i i� -^W T. '•s�,if-.z. 1� tt o F'' .. 4rlrUs" i r f3..� . t� r t . .''-_no's, `_"a,ti'' f�.!" it''y�. "_'w r •�r I's WL:I; aF, �,;.. Z ,-°' .. `..itt 1-71 17 IC Is AocgW6 tofaolt 7I� 5W Z.�,I sW 1411- -----.—____ SSC. 4u;>. 7-73o. 15 0 5 _ 17� 10� } _W P,I.�, _._ �� �J /_ _ __._.. _w _ _ ' ' - ����°�vF ARTY 55 � p G W o. C041722 EXP.. i F T CIV 1�- z OF CA e �� � _ r - Y�✓'. � T _ y it ' +t.. r _ `-} 1r • - t t ,�... F. _ . �y f_ - �_r 1 �2oVj4l: Zx4- t�AcWc�O�!.CI`iP WRwsow _ -- - - ! _ kl' ((�c�@ sib L1OiN. lm ao oh (�oIf ter►►?, nest w ;» f w >L -..Z Y.,ie�,'.•. .,lR r,•1} / � i,.�� .�3� ._ _,i �/Y � � L ��rJ��{ �y� ,� -'►—�,�/r {�/,� aulo xu4 W/S�,� 4 v. _ . l(=xI@ _o�• - - ALL � r�� r i i � = xi•`� a�aiE.-.Y - j -f• �;a. ? `" �Y ';' a fir: ��, �, '�i"t�� ,�� ' �•. � � - i -..v. •4'ih i+�� L:: t n a. s'4 ?le +;.,�•„1. �. J t t• . - - ,�:.') C� u•'n....:. Y.�aa .�. `�' -!. � .f'!-'f'�A'�` [c < P'j' !kT+i "3` ,. �' l v, +�.. � S ^ �1 i5€S'-"xa �i f.xtMe.r.�MN ✓ � ... ��` � ..^ ... v � ";� �{,a - F�? Y '�1 yr �.- ! *+a S r �... -y. ��qe-�'�`,��i. r� to ,�i;�#. ��E� �a «t Kn."..a:ri`�'..:_,„�''`",.s,:.,,�-�ry�_,�t,h"�?�`''�t"�'�':..' = ��':,fi,.,4-kx� 4� e�i�. x�t„'L'1� «� 1r+�N.�• u ,sw .. KlY"Lirig✓-' � �«` � �re`K i S. '�` t t3" e'.tJ^C- 1y� 2: ,Y. 4':�' �•s•' _ h �} } �{� •h�-',i`;� �wr"' 3C'f.'Pa�& '� A.F 7. 1.' � l �� �•" '� �' °i' "�_7 Nk.a! 7 J X i{^A SFR!'. """ �p n^M �? rC� j ' , t' ,{G..y x` ^' 1�=��F-,� ,•- � r:'"" r � ,,, �- '.�`,�,.� _ ' Arthur Eng r neerr ng - � a v�. :iii.« ."i' .. i.. - � r � � c. y •�. � ��.•' SHEARWALL, DOCUMENTATION page 'SW2-1 77Quai l+ Covey Court ln=�T t. DATA shearwall: length= 17.00 ft '' height= 8.00 ft LOADING Vabv 0 lbs shear M 0 ftlbs diaphragm D 3719 lbs shear L 3719=D+Vabv v=L/length= 219 lbs/ft vo vertical Wwai i= 15.00 psf . load Wvert= 35.00 plf DATA weight of wali=WW=Wwail=4length'4height= surcharge=S=Wver,t*length= P=weight of wall+surcharge=WW+S= . S T ABILITY "lot 29752.00 =L-height+M 1.5*Mot= Mr=P*length*0.5= Mhd= l .5*fIot-Mr= HD 433 =(Mot+Mr)/length HDalt 1308 =(M.hd/length) STRUCTURAL openings 0.00 ft length of cel Iec:tcr 17.00 ft =`i(lenaTIn-openings) •�((^�1�77 i rt.- LJ���.'.LV ill. 595.00 lbs 2635.00 lbs Ribs . 44628 ftlbs -22398 ftlibs 222' 1 ftlbs lbs use HD= 4 QROFESSIONQ� LUCC O P m No. C041722 EXP. rTgC I V \ \- T^��\P OF CIN L9 75Z - tz3gv 7351- 433 PROVIDE: �'IAPHP,AGiY1 COi�1NECTION 219 plf P12D.vr0� SOUn IS 'a W 4 " I W d?o.c..l. srot o u based o collector 1angth 219 plf ;._•. ;gI�L )-��� •(,L7�► SWEAR PW-1EL RESISTANCE OF _ _ . ___ ___._.:_.._-21-9-plf c ievel of openings 219 plf Gyr- wktuoq OivR 6A,E CO^INECT10 1 _ _ _ ..__._.__ _--21"9 plf.. gfgL, Sou fL to ` IIW1 16de(00•c--' �0011--)O ri ?E 51 S T ANCE OF 433 IbS irwV1m -5t 6Z3�- a. �Nn �0. �y7�.s�Yr�.. `,� fi. � ._ � M! �,.� YA,i� "„'��K ! �`1F �.� ..+f_ f r+�' �.1r�S • f Y'�"'. +[�(� _ • `r ;T. q rY �' �I y�i' d�4�, f+. �'-['} ` Y�+9. .�7Pi:�:��j�y F +�( ;�+. ;J!"j�'F 4. ^; Pl;G •� 'd Y SS y';�y�["�Y %� FAY; i t lY y�'y�1�'.� ) F"^ •t.. !� {7,� i�� i L �; 3 � � N'YY r F Y r'U.: � S�J� ate- �'' ,f�'`�.�,f 2 L y'i. ^�; � !�: �'��aaillr.��+''i.. � 1Y� F. ..1cls+.y 4.t� ��M'L 3�.+!• _��3�� �yS��Ow,�A.yfS 4 _� u.'12'j .nr.#E.r'i3•Ve � L � : �. v� 3 :f }; , F �i �'SY `t"i ar. x,!' • �'i �.J:.r. 7T�S ��h-�f; � L 'i:+Y,�'i.5 �Y�e.; �-� r _ � A.'1 "I�' yT3 I k{�� .'C t'P`4: ,€ .t.'�w ' .:� ; f:: � ti'7..- t-"' � ° S.rr� vY !✓� � 5r! b ! .,..�i' aC •Yt^ w !t.. +r�e.3j n p' ?'.4 dt1 .e } ..Zi:.-• .t { - =' ) '�.r 1{" vk+[A Jr.` M �Y •x � ?'4 'S r:4 T i 4{ �,•'-5 •i'. ' ` .{{y x♦ M1' �'i['={ p5 �:.y ..Iy._ <1 "FFM' .' }a.. �t �-'�`...1�a +�''1. � J qr Sw 1 �- 'K -'�F .}r.! .w' � k z4F } 'k •fir aaaYYY �. S �r '�� l( }}.CSF �WS7 h!� r 4 <.:.t i -q a. M. ti � ,4 t\ � n . �:�i � %{ iS �u Yi � 4'•� T.?�•p . 5. �L'.t�1 ]4 1-� yys ,i 11,.{ ,y fT�f� �_l:'• «�,?5\LM'+F r��y� ivy �Y p...}p ;+:jy i,a ^!'M �1z'�'yi�Lrl. 'F.2JCii'a ph i 4V � y `f F f1Yi. '`SRN � y.• I'Y� k� rr.� .y. klr�. .. � 4 .^)('jam � �y "-tiS. lE �` w R ' �'TW'�t,�N. !< aS.i ✓ ��v� :,.\l•�'M1 �:�• � ' � �. .'� �+ yt t� 3 " Arthur Engineering YY'•�_ Sr .4 SHEARWALL.D000MENTATION t _ . - - page. SW2-2 7.7 Qua i 1' Covey 'Court. DATA shearwal1: length= 7..00 ft openings 0.00 ft height= 8.00 ft LOADING, Vabv O lbs -shear ' A M 0 ftlbs diaphragm D 153 i lbs shear Ienath f coil ctor J t 1531 =D+Vabv.,. v=L/lenath= 219 lbs/ft vo 219 =L/;length-openings) vertical Wwall= 15.00 psf Qy�pFESSIO/V load. Wvert= 35.00 plif, • � � � G� {fin DATA W LU No. C041722 weight of wall=WW=Wwail#lenath*heignt= 8-6.00 lbs EXP. surcharge=S=Wvert#length= 245.00 lbs s�q;Fcrv\\- OF CA��F P=weight of wall{surcharge=WW+S= 1085.00 lbs STABILITY M zzt5-379b i iot 12248.00 =L#height+M ftlbs = ✓O��- 1.5#Mot= 18372 ftlbs Mr=P*length#0.5= -3798 fIL, llbs Mhd=1.5#Mot-Mr= 14575 ftlbs HD 1207'=(Mot+Mr)/length lbs HDait 2082'=(MhOlength) use HD= 1207. STRUCTURAL, f .L PROVIDE: f DIAPHRAGM CONNECTION 219 Of based"^n'eollector length 9.9 Sw ` SHEAR PANEL --RES I STANCE, OF ---- - 219 plf level of openinas; 21.9 plf BASE CONNECTION _ i _ .. 21'9 pIf 1OLDOW,.1 RESISTANCE OF 1207 lbs - Page 1 J � , r Arthur Engineering SHEARWALL DOCUMENTATION 77 Ouai 1 Covey Court DATA shearwall: length= 17.00 ft ✓ height= . 9.50 ft LOADING Vabv 3306 lbs shear M 7354 f t 10, S diaphragm D %730 lbs shear's L 6036 =D- abv .1-1 v=L / i ength= 355 i bs/` vo vertical Wwall= 15.00 psf l oad Wvert= 195.00 p i f DATA weight of wall=WW=Wwall{length*height= surcharge=S=Wvert*length= P=weighs of walltsurcharge=WW+S= STABILITY Mot 1.5*Mot= Mr=P*11enath*0.5= J Mhd=1.5*Mot-mr= 64696.00=1-*he1ght+f` HD 937 =(Mot+Mr)/length HDalt 2840 -(Mhd/length) STRUCTURAL PROVIDE: DIAPHRAGM CONNECTION based on collector length SrEA-,, PANEL RESISTANCE'OF «� level of openings BASE CONNECTION ,-1!01L-,,04{,%1,I RE': --'.!STANCE OF page SW2-3 openings 0.00 ft length of collector 17.00 f t 355,=`/{1en�wth-npeningS) 2422.50 i b s .33 15.00 lbs 5737.50 lbs fobs 97044 f t I bs vv -48769 f tl lbs 48275 ftlb�, �o QROFESSIO/V, F LU No. C041722 EXP. sT c 1 v 1\- �P gTFOFr, \ftP lbs use HD= 937 ✓ 161 p 1 f Dikpgm� 6osj+ lilUot�s 161 p l f Ov ehwu' .355 p 1 f I W1 W( 0-C. -,4m cjrww q 355 OfpaOVIM- S>CLM t .ocxlt�4 H Iv 4t. L075)`350 I CLD' 355 � pFaoulD� 60�b = �I� � l�i�-A6ll . If 99� W13`? � ��) kAIDS �'-aae i SwL5 Arthur Enginooring DEAD -LOAD RESISTING MOMENT CHECK �(Jp6tl�i`IAL footing: Dftg= 1.50 ftssW�u� Widthftg= 1.00 ft L f tg 22.00 ft/ w idthBASE= 1.00 feet Wf tg 225 p 1 f endload 0 abs @ ea en1d appiied TOTAL OVERTURNING MENT f �iotf 7375) =L*(Df tg+height)}i`1 ft OMlbs 1..5*Motr i Oc2S plus TOTAL RESISTING MOMENT Mtr= =Mr-(Wftg*Lftg�'=�)/2 Lf ty�e,ndIoad) iii ' oc:s P_a auu, t � o. n a r � � � • rc:. .e.�%i�� i, r JUILJ RESULTANT R=P+Lftg*Wftg= 10638 lbs e=(Mott-(Lftg*endload)/R= 6.90 ft Lftg/6 3.67 ft maximum soil pressure=p=(R/Lftgilt I+(6*e/Lftg))= (when e<=length/6) maximum soil pressure=p=2R/(34(Lftg/2-e))= (when�vlength/`6) actual soil pressure=p/widthBASE= Page 1738.05 psf 0.00 PI 14 !738.05 plf ,o PROFESS/p�v' 0 rn No. c041722 EXP. ATF OF cAuti��� i3wG K• � •.�.�. � .. .. � yi , �" .F.•�; <,�s` -- ,�. rtr; •f,i�.+tx7 �t��i: a NK Z'rt�"' ;r,•, o ti :w i '""!'r; �.'..'^,q,..dti. %r � , W. � .. Y'';>; ``-t- ;.r- 7y �> �',F +.�".ad •» r�' � t,,�, "3i.4V„4•F �+ � F-� �. s,�. �` . ' .���...f".-G.t+F�.g, i .rs_ �• �r•'.'�F ley "�-*�"�,r �J� _Cat.S an. r..L : r ,f;:. �'._ l.rr �•�ir•�`•, w•5,1,y;., j92.,.tj��?it-3i��.4�et d"t`'.1.4 a,,.:'J"�"T'.,.G ,:+:4 'A vi• Yr y .di';•t„ M v ''. r+h3„�. Y I F ((�t}�` S,+�f �r.. e. a^.. ✓ - r, r.. :f w!6t. ♦. �antF U; r 6n9inaaring. �. SHEARWALL DOCUMENTATION �;t. pager �77 Ouai i Covey DATA shearwall: length= 10.00 ft ✓ openings height 9.50 ft LOADING_ Vabv 1'944,1bs shear M 8450 ftlbs diaphragm D 1605 lbs shear -"'length of collector L 3549=D+Vabv ✓ Ra S:W2-4 0.00 ft i 0.00 ft " v=L%iengtn=�5)�' lbs/it VC 355 =LL: '(lentl1'ooeningsl vertical Wwall= 15.00 psf r load Wvert= 195.00 plf ✓ D a.T A - QROFESSIONq weight of wall=WW=bYwall=lengtl}iiLilit= 1425.00 lbs A sur harge=S=Wvert*length= p 1950.00 lbs w G � No. C041722 P=weiaht of wall+sur, harge=WWtS_= " J 3375.00 lbs EXP. s� CIV1\- STABILITY qTF DF CA��F�� Mot 42165.50 =L height+M ftlbs 1.5*Mot= 63248 f t l be 1r=P*length*0.5= . = - - --16875 f 'Ll ibs Mhd=15�ti,1ot-Mr= 46373 ftlbs HD 2529 =(Mot+Mr)/length lbs HDalt 4637 =(Mhd/length) use HD= 2529 STRUCTURAL PROVIDE: D I APHRAGM CONNECT I ON 161 p 1 f based on collector length 161 plf SHEAR PANEL -RES I S T ANCE Or -_, ____ ..._ - - 355 p l f ' @ level of openings 355 plf _._BASE CONNECTION-___... .355 plf RU\1*6H1,4 HOLDOWN, RESISTANCE OF 2529 lbs r ' r) 3N y SW ,z -d - Arthur Engineering DEAD -LOAD RESISTING MOMENT CHECK footing: Dftg= 1-.50 ft � t+ 10 � '',I M Widthft = 1.00 ft gitm g- ��f<�GL "Wf ooc�-. Lf tg 18,00 ft widthBASE= 1.00 feet Wft, g 225 pif endload 0 1 b a ea end app ied TOTAL O!i'ERTURNING MOMENT Motf 47489 =L *(Dftg+height)+M f tlbs ? .S�Motf plus TOTAL RESI'iTING MOMENT Mtr= =Mr-(Wftg*Lftg" ")/2-(Lftg*endioad) additional reslstance required SDOI LS RESULTANT R=P+Lf tg*Wf tg= 7425 lbs e=(Motf-(Lftg*endload)/R= 6.40 ft Lftg/6= 3.00 ft maximum soil pressure=p=(R/Lftg)*(1+(6*e/Lfto))= (when e(=11ength/6) maximum soil pressure=p=2R/(3*(Lftg/2-e))= (when e>length/6). acWai soil pressure =p/widthBASE= Pane 7 4 —SJJ_'S 17909 ft l b:s I�C1�L. I�1 ZL�ji L 0.00 plf 1900.79 plf 1900.79 psf Z 5U �O QR0FESS/0/V • � �. � ° yam`? rn 10. C041722 EXP. OF CA1ati���\P T w -S3 T 7- W 5,L Du -wpu- o-- 4- zzoos A,�syq� C-1 k e Of Rq, -.-"> "t, W U- CA* I IZ) C041722 EXP. OF CAV* ��k si tiy� .. . _.� �M� J`'?F���'�xx 'N?�hV ��s+,:Pf' r •�,s,,'..ct:. �4�uXK..�n1 :,^,.i"# •iia,�..',�{'�s�,� �.d>Ga •�-r�y.;.a���,?+ { .+�� � � r.• �rr.�: .S }'..'$4.� F"�'�.,z"y'�,, `.if'3t�n�"T'•R�C�� -4:. J �t�:d �, r�7"'.Z�K �"� �,ra t'`� . � i'�Si �"%�'�^'st,,�=r� ��,y is �.<4, j v� � ,.e•W4�s++":k "'�...., w— �.1rfyw�p {y„'� ,y..�. ,,.Xis". 'Au'�i J..z.-.:iio.r.�., s a. -�YY° .+ ly�w. I��Fd,=�'a.#. iE.-Jy-yj+ s4.s.�� �'L:wz� A:�`� sI'�[t, ?•� tT,r�'" dX S;, ty�..hy'�'y^'}yj�N'� C�./..,x" iyt"�".���_I 51k -•i4 �.�Lt^�i� osi.'++. ... F,k;S - F� .r),„t,l,�`,tt. f;K.f1 +Z1 i�`•4^R�i'�}�5?...'.:;'4do y� t tD'..; .. •. r ". J �!Y� xlr t``1 '"Z L'i yn.� t' Arthur- Engineering T` a '•1y' � �� �.. i, y ' �1. �� .. ..SHEARWAL'L:D000MENTATION r '3�1 43'r } . ` - 'page 77 Quail Covey Court =;> DATA - . _ .<. -_` .., • a<- shearwall: length= 24.00 ft ✓ openings LOADING* d i aphragni v=L/length= vertical load ' DATA height= 8.00 ft ✓ J Vabv 0 lbs shear M 0 ftlbs . D 1890 lbs shear Zength of collector L 1890=D+Vabv t0CA �. pq 4,lw� T' SW3- l 4.00 f t ✓ 0f 79 lbs/ft vo 95=I/(lenath-openings) Wwail= 15.00 psf Wvert= 28.00 plf weight of wall=WW=Wwali*iength4height= surcharge=S=Wvert{length= P=weight of wall+surcharge=WW+S= STABILITY Mot 15120.00 =L*height-M 1.5*Mot= Mr=P*length*0^5=-- z Mhd=1.5t-lot-Mr= HD -1 146 =(Mot+Mr)/length HDa i t -831 =(Mhd/ 1 ength) STRUCTURAL PROVIDE: DIAPHRAGM CONNECTION based on collector length -SHEAR PANEL RESISTANCE OF level of openings BASE CONNECTION HOLDOWN RESISTANCE OF 2880.00 lbs 672.00 lbs .?E�c�rt�: �rtxrt E�rt�yE 3552.00 lbs f albs 22680 f.t 1 bs -42624 ftilbs -19944 ftlbs lbs use' HD= QROF ESSto/v, AR T�� Fti� O G� 4V o` 041722 EXP. sT C 1 V i \- 9le 0 CAS-\F�� 79 plf. ��oVID , SOLID 10 I�kk l'j� 79 plf W/ Ind@ 1(a�U,JL lDf IX 79 plf 95 plf . 79 plf -831 lbs I Page I I + M �,r..i,. � _. ', ,4 .. ..y f. '�. � f' �,,. n.. z F c ! - ' '� �L:tit�,{.�# rj'?:.c- r r � a yc �'y� . ] .. s•• Y 7 ' L.) Y^•• y...v���"��'y�l - e, �4 � r e , F,. + � �'si�„ �#• 1r?:� w�'"... �a•.]r a ytX.. �n� aF- '�. �� zF . �+�- �.�"�: i°rf i .w^n.4 �yvu �.ia ...•c.-++�� y�r :::�- t' .tt`x:4c�'� �.'�w ."a...4r.'J ..tt,,,,1.e,�y�y..`��t�'.{'s's<S�`'`'i;5!r?+�..'i•�sYS"�t�,l' 'y'r �'•t� '"':¢. s^ •.�._'.:.'. :° 4iy.�M . i� T :� �; ��� � r•� � � � fArthur�En ineerin � _ ,4� i L >i�{,y�e 1 . e J Z.- • t a ;t • ,;r `ri ��4 � �'..r"Y� ti} +%. y� iY Y'r'* �'�.f .iiF �i:. 14 'N'�, =�is'S hV ; '.as r C 4cx,.. _�.i.. rt.- .x. ...l:a.. •.. SHEARWALL DOCUMENTATION, page ' SW3-2 w 77 Quail Covey Court �- DATA shear -wall: length= 4.00 ft ✓. t' openings 2 0.00 ft height= 9:50 ft,- LOADING Vabv 945 lbs shear ✓• M 0 ftlbs diaphragm D 840 lbs shear length of collector L 1785 =D+Vabv 12.00 ft ✓ v=L/ieng.h= 446 lbs/ft vo 446 =L/(length-openings) vertical Wwa,I= 15.00 psf ✓ load tvvert= 276.;;0 p1 DATA. eight or+:'1i1='�d'rv=4�yvallier;gth neiuht= g - surchur e=5=Wvert*le ngth= P=weight of wall+surcharge=WW+•,= STABILITY 16957.50 =L *height+;'I 1.5*Mot= Mr=P*length-0.5= Mhd= l .5*Mot-1Ir= HD 3402 =(f lot+Mr)/ length HDalt 5522=(Mh&length) STRUCTURAL PROVIDE: D I A.PHRAGiv1 CONNECTION based on collector length SHEAR PANEL RESISTANCE OF @ level of openings BASE C(')N N 1 YT10t,1 HOLDOWN RESISTANCE OF ?0.00 lbs i 104.00 Ibs i6-7400 lbs ftlbs 25436 ft1bs -3348 ftilbs 22088 ftlbs o QROFESS/pNq �Qo�� No. C041722 EXP. sT C 1 V 1 \- �P 9TF OF CAx\F lbs use HD= 3402 1 f Sl�t,Al� P��r rLDOV� tiwu S W� 2 p 70 lf CDA PL,\e .446 Of f WV ) I � 44b plf Souo 11�.c�c-tu�lct (F' 490 /+ 446 p i fFVOV 106 1765 — M �'1 L-1 �,1 inn - I� C3 W2 �'rzovi0t; 5Rs@. C, IIpII Page 1 S ._ ..-___ ^ ... � - - -' .. ._ - t --- "71 0 � �p'n•� rr. t t•"t.A ..'`t.. 'i',.�'f � .. ..Y M � -_ Q n .f�` v.»a •.yy��'�yi, ty :i ��. F�%j- f > Y� 3a tt 1 "'t ' �';y...ca./f,.,+{,r- zt5'kJ ai:;i�T - f �' t'}S•Yry,G�'f``u� �rJ �. �� iis�� '•t .�.�,AL ,,�� � � • ♦� ' 4 lrw'?4 ..iNl �.{ r- wa�� ` l�t�,.„`'y rT✓ �-.ri.� •-. � J"w: � Aitfii'9,1' W'«'A�`�9.• r+�Y �t yiLt�� .r',:. ♦'Y.y tr Fr, :"t!`! Zzi j`_"C; ArthU' r.jEng I neer:1 ng aa Nt; 4--.� `i.. x w�? yyf ,1•.t` "�^�i, r"y{� i4,r 3 kY�:.C�. DEAD -LOAD RESISTING MOMENT CHECK footing: Dftg- 1 50�}ft 2R�l�l�t�ljb��f���(�Gi�� SS';fi Widthftg= Tob"ftz Lf tg _ x8.00 f t widthBASE= 1.00,f e&t Wftg 225 pif endload 2204 lbs @ ea end applied TOTAL OVERT.:!R W,16 i`10► lC.11 (`loci' 19635=L*(Dftg+heigi)r1+i`1 f albs 1.5r1otf 29453 plus TO T AL R "S`j T iNG 1101,11EENT r'itr= 171, .,�: _, �t;'_;/_ ,L rg endioad) J �•it�•rt��7t7trt wcd!r.� -nal r esis.unre r2yuired ; r —w fl-g= -�, L i A�1T : •.-P=L f �g Nf I -g= e=(Motf-(.L'tQ*r-ndload)/R= Lf 11"g/6= f1"(g/6= 3474 lbs 0.58 .f t 1.33 ft maximum soil pressure=p=(R/Lf tg)*(1+(6*e/Lf o)))= (when e<=length/6) maximum soil 0ressure=p=2R/(3*(Lftg/2-e))= (when e%•length/6) actual soil pressure-, - �} +�=�,/wiuthBASE=- Pate 2 n^//- 1 L7 1 Tt 1 bs f II C-1 NVACiL/, 622.0: olf 0.00 plf - 622.03 psf' o QROFESSI6 q � O 0041722 XP. sT CIV1�- �P - WOL- sib �iF /24-11 . OL mo 00 X0 zDO�2 M; - ©a�6q�� CHOSE �ivAvt G'f� �C SE 5'rD. CAMBER, =zoao' c iI R" C �:. M, a �^ • � �) 8,-OII All V6-r4Zm a.E z �-+N rn< o O N 3 m r= �_ X Az I G) '__ \\ I — w 1)�. fo Q IC I NW 1 ss DD 1 = D DC7 • o� r- IT tt �A m m m D a. a r•` XPL z� yfrDj GAAS A 00� D 2;0 L m 0 ~r TITLE: REMODEL AT "il QUAIL COVEY CT. - BUTTE CO., CA. FLOOR FLAN CLIENT NORTH VALLEY READY -MIX AGRI-SYStEMS [' --------- Polaris - ---"-'-- II THREE BEYENS LANE C11 Polaris Engineering & Surveying, Inc. 111 East lh'rd St 7 Suite ID* Pat Angeles* Washington 98362 *(206) 452-5393 GHIGo, GA 95926 f916J 3d5-1296 I' e II W . Z i- N X LU .MAIN FLOOR PLAN: SEE PLANS FOR: RESIDENCE AT 11 QUAIL COVEY COURT BY JOEL F. ARTHUR, RGE 0041122 FOR EXISTING CONSTRUCTION I A WOOD FRAMING NOTES I. All framing shall be Douglas Fir (North) as follows: a. Studs, cripples and miscellaneous vertical framing shall be stud grade or better. Cb: Jo'lsts�and_r_a.f_tern_sha.l.l_be_No..2�or_better. wce Neader_s_and�beama shallbe No.1_or_better_: d. Glulam beam sha II beGombinatlo_n-24F —\/I: PP07�dA OA3tfflCatea of 0 (e(z- 24F- 1/4) 8U -AM beam$. & F ArM 2. All plywood shall be Douglas Fir of the grade, index and thick- ness specified. Plywood shall be manufactured and installed according to APA Specifications and Requirements. 3, Holes for bolts shall be the bolt diameter plus 1116". 4. All bolts, threaded rod and lag screws shall be tightened on installation and retightened before closing in or upon com- pletion of the job. 5. All bolts, lag screws and threaded rod shall be provided with washers where the nut or head bears on the wood. Washers shall have a minimum dimension of at least two times the diameter of the bolt. (P. Anchor bolts shall be provided at a maximum spacing of six feet or as shown on the plans. Each section of mudplate shall have at least two bolts with one bolt not more than 12" from each end. 1. The minimum size of anchor bolts shall be 1/2" diameter by 10" long. The minimum embedment 'shall be 1" Into the concrete and no anchor bolt shall be located closer than 2" from the edge of the concrete. All bolts shall conform with ASTM Standard A-301. 5. Ali nails for structural work shall be common wire nails as indicated on the plans or ICBG approved mechanically driven fasteners of equivalent holding strength. Nail size and spacing shall be as required by. UBG Table 25 Q and as specified on these plans. 9. All horizontal wood framing shall bear on beams, plates or ledgers with a nominal width or at least two inches or be supported by sheet metal connectors as manufactured by Simpson or equal. -* t=.igT12iCAL NOT Pt.AN C"F-Cr.EO-- 6NALL COMPLY w 111-1 NSC.. 1990 00 • A1"TA(ti E b �lJE2G1� 2EQUi2E'�o P SEW S `0/Al 9 mc�t'iq-s. BUTTE COUNTY BUILD ING DEPARTMENT -;PROVED c� m ar rn P. 6/30/94 \Q �F IVIL C A��E O/ Q U 1 z d) I � � I N U c � � I I o+ i§ Xw z T J Q O wuv o� 0 - � Q Q J wo 2 � O O Z 1{tj H {' W Z W P U va°.r JOB V425 SHEET 2 OF 5 r" a I � I N c � � I I o+ i§ *�I3s' Grn 0 wo 1{tj {' W va°.r JOB V425 SHEET 2 OF 5 r" %LL -5b6 1916) MS—Z911, (90i) ',f d9N6 u016WLF01A 4L G0106W 1vd 4L 01 aVnS d} 7S WI41. 1903 Ill 92656 'VD 'O:)IH!:) 3NV-1 SN3A3S 33NHI It — __cul 6uv(anins 6uu9au16u3 sPolod LL- SW31S,LG-R3r-)1V XIW-,lab`3z1 ,13��V'/� HINON 1N3no 1JDO d-- — _ _ o c�1 v`O "00 311119 - lO ,13 00-il'd11D LL 1V -1340WaN : 3-ILuUJ cc 'w U O w O � � C•' �' W- O�� O�� Q ` C� U W ILL z Ow ~Q� JPO ww@ � ' �� 0 �U J uz0 Z wn W �. w mal Q° l- �� Jz�p 00 U[YCL U o N `'J `n' X� W QN�Z �'J rOM�p �1Z�3 U-� � m Q / NO IL X �— _ � ^'� LTJ Z ��j. V u 0 — Uw W �� �pQ� � U� �J1 �U- 0 Z Q W� J�N D,0 r� UPJ � ZZ 1i z.Q. 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C 96ZL 545 !9160 9L656DO 'O0IH0 £6£S -M (92) 4t 49£96 ao16WPA 4L GOW IN 4 a agnS 41S P441 Im3 111 m3NVI 9143^39 93NH1 11 cul '6uu(aning ;I6uljaaul6u3 slJolodLA- SW31S,kG-I?1Cb' XIW-,kCV3N , /l 137l7HINON LN3no WDJOa _ o Y x y ® W 'v:) `oo 311n9 - "1� .I aAoO -lI'v'nO LL 1'v' �3aoW3N :311LL � 4 ul S c=/) wu LL �O XF N Q mm UJ QD (uCi z� �o W U= X o W\1 N @ y Q z0 0(L W uo C Wo Q J d lY f J W zw l7 2 � iv zo zOw UO<CoUw iQ Ux 'D = U co 0) 00 �O c1) _ 't %Q N @ LL r)NIlSIXa H!D.L VW -.9 w W W J X N Q 0 O� 0 Up UU �- "�Q Z3 @ CL X W W�'n��'� d)" c() Q U N @ Q N lL z (Y � m� W J Q U- 3z X X o - �W 7 w� W w W W J X N Q L 0 Rf 'IT � Z� Q 0)wm lO U .4-0 J Q p J iQ w Nto > i V 3 U o "� a o o �tid LI r SN �1m St 0318 � � N U' 3? UkuS �t-2 0In 0 " W W zLU J W MJ J W JIB QU- QU w.O M zzu z� Q J� W xCj to W 9 Wg ` W �? W V � LL w� OD �oyU LU � U '4602 W U Q Z O��O tt0 »0 O�cv" X l�� iu0� O 1� Ulfi� V ca W (J/ " O N W �" �" X r� r �% Z tx U W = < ® ® OO °a � w � c "J Z) :de- m o W J M U Q U- X N al O� Up O �- "�Q Z3 @ CL X W W�'n��'� d)" c() Q O Q N lL z Q � N J 1 X X o - N L 0 Rf 'IT � Z� Q 0)wm lO U .4-0 J Q p J iQ w Nto > i V 3 U o "� a o o �tid LI r SN �1m St 0318 � � N U' 3? UkuS �t-2 0In 0 " W W zLU J W MJ J W JIB QU- QU w.O M zzu z� Q J� W xCj to W 9 Wg ` W �? W V � LL w� OD �oyU LU � U '4602 W U Q Z O��O tt0 »0 O�cv" X l�� iu0� O 1� Ulfi� V ca W (J/ " O N W �" �" X r� r �% Z tx U W = < ® ® OO °a � w � c "J Z) :de- m o W J M U Q U- X N al a O� Up . zLL c() Q O W N 1 Z_ X o - N X W a CL O O z X o - C'4 LL a Z layes cerlex 16 D 20'-0" 14'-0" 2X4 STUD WALL pkp'r pet uec4-70G(4) ' L12 00 OR�GDX PLYOOD 5 �$IMPSON EPB44 1/2"41A.B. AT i1 I"'I �► �--� �J 32" O.G. �4 Z WEEP SCREED POST BASE O t� t r rI 1 TPT ISOW — 4" CONCRETE Sp Vi Ik I I (— — — — — — — PATIO SLAB'i� N � 4" CONCRETE SLAB i �I�j' O 5 WITH 6/6/10/10 WWM D �) i -� ay Z F THICKEN SLAB t0 12" FOR 12" �l - 3� I FROM FREE EDGES--�,�-G.'�r �� o o -------I - cv +- fE QRD WITHCHWAY.!ll CAVATE UNDI IV EXISTING FOOTIt SAND FILL SOLID CONCRETE 1TO1 PAD F001 77 W/ •"moi � t�D� � Air._. - �` ...,.: _ � I� X INDICATES LOCATION OF -3/4" ANGNOR BOLT 17l 4ND BOTTOM �, ' WITH 14" EMBEDMENT FOR 6IMPSON'HD5A HOLDOWN!. t PROVIDE MINIMUM Iiz COVER FOR A.B. (-TOTAL'OF & REQUIRED) — ---�—_ S� C:T 10NSFOUNDATION PLAN: _]/a" CONCRETE NOTES ! 1. Concrete shall be a commercially available transit- mix properly proportioned and delivered to the site in ready -mix trucks. Ag- gregate size shall be a maximum of 1-1/2" in foundations and 3/4" at all other locations. Slump shall not exceed 4". Curing compound shall be sprayed on all exposed surfaces immediately after final trowelling. 4, pFESS/p 2. All cement shall conform to ASTM Standard C-150. All aggregates QR N shall conform to ASTM Standard G-33. All reinforcing bars shall conform to ASTM Standard A-615 (Grade 40 unless specified otherwise). x 3. Concrete shall have a minimum 28 -day compressive strength of 2500 W �� m t'i psi. and shall not contain less than 5 sacks of cement per cubic yard. 32934 4. Splices in continuous reinforcement shall lap a minimum of 32 bar �+ EXP. 6/30/94 F j diameters or as noted. 9TF CIVIL OF CAS �F 5. Unless shown otherwise, the minimum concrete cover reinforcing shall be 2" except when concrete is to be placed directly aainst earth where it shall be 3". uTrE GCS 6. All anchor bolts shall conform with ASTM A-301. IUILDING Q O UIZ � W n U Xw Qq?m Q:> o � a O z0 H Z W F U I �U if C; c o. rn wo N . 0j; a° {z N I I � JOB R 9.425 SHEET yam► �t OF 5 ay5 REGISTFRF � D � CA N O� 4" X13314 0 c a_ Q$o O s E p3 Q m Z0 $� is m d p E s Kl- 0 N��rn i X 6 X crnn Ornrnrm p.Q•- �3m0�, m � Q O 1 z��00,� p polaris O m E CLIENT NORTH VALLEY READY -MIX AGRI-SYSTEMS ��cn�0 Poloris Engfneerfng & Surveying, Inc. It THREE SEVENS LANE n zdd..lz�� m m V_ z III East Thiel SL * Supe ID* Pat Angdes * ►mhiigim 98362 *(206) 452-5393 CHICO, CA. 95926 (916) 345-1296 Dm Urnrn Z m0 to ay5 REGISTFRF � D � CA N O� 4" X13314 r r 0 c a_ Q$o O s E p3 Q m Z0 $� is m d p E s 0 0 a i X 6 4d o N 0Em N p.Q•- �3m0�, m � Q Q c m o ems O 3 IS ��•� r r INV; 11TLE: REMODEL AT ll QUAIL COVEY CT. - BUTTE CO., CA. O m e4 m n c j of V+ N w > s n s Or FLCOR FLAN N 0Em N D r mll D ('r Q p polaris m E CLIENT NORTH VALLEY READY -MIX AGRI-SYSTEMS IN W Poloris Engfneerfng & Surveying, Inc. It THREE SEVENS LANE n m m vm NN III East Thiel SL * Supe ID* Pat Angdes * ►mhiigim 98362 *(206) 452-5393 CHICO, CA. 95926 (916) 345-1296 Dm Z m0 to M. 11TLE: REMODEL AT ll QUAIL COVEY CT. - BUTTE CO., CA. E FLCOR FLAN N 0Em N p polaris E CLIENT NORTH VALLEY READY -MIX AGRI-SYSTEMS IN W Poloris Engfneerfng & Surveying, Inc. It THREE SEVENS LANE D• III East Thiel SL * Supe ID* Pat Angdes * ►mhiigim 98362 *(206) 452-5393 CHICO, CA. 95926 (916) 345-1296 � 0 I' �IAIN FLOOR PLAN: 20 SEE PLANS FOR: RESIDENCE AT ll QUAIL COVEY COURT EY JOEL F. ARTHUR, RCE 0041122 FOR EXISTING CONSTRUCTION WOOD FRAMING NOTES I. All framing shall be Douglas Fir (North) as follows: a. Studs, cripples and miscellaneous vertical framing .shall be stud grade or better. b. Joists and rafters shall be No. 2 or better. c. Headers and beams shall be No. I or better. d. Glulam beam shall be Combination 24F -VI. 2. All plywood shall be Douglas Fir of the grade, index and thick- ness specified. Plywood shall be manufactured and installed according to A.P.A Specifications and Requirements. 3, Holes For bolts shall be the bolt diameter plus I/16" 4. All bolts, threaded rod and lag screws shall be tightened on installation and retightened before closing in or upon com- pletion of the job. 5. All bolts, lag screws and threaded rod shall be provided with washers where the nut or head bears on the wood. Washers shall have a minimum dimension of at least two times the diameter of the bolt. 6. Anchor bolts shall be provided at a maximum spacing of six feet or as shown on the plans. Each section of mudpiate shall have at least two bolts with one bolt not more than 12" from each end. 1. The minimum size of anchor bolts shall be 1/2" diameter by 10" long. The minimum embedment shall be 1" into the concrete and no anchor bolt shall be located closer than 2" from the edge of the concrete. All bolts shall conform with ASTi'1 Standard A-301. 5. All nails for structural work shall be common wire nails as . indicated on the plans or IC50 approved mechanically driven fasteners of equivalent holding strength Nail size and spacing shall be as required by UBC Table 25 Q and as specified on these plans. 9. All horizontal wood framing shall bear on beams, plates or ledgers with a nominal width or at least two inches or be supported by sheet metal connectors as manufactured by Simpson or equal. 7�?ev/sEJ BUTTE I DUILDING D+ QRpFESS/p'vqP CAPR m w r- m Cr. ;a 4 S� E .46/30/94 \Q CIVIL OF C A.L\F I-21-92 WINDOW W. WALL Q U O w W Zi N m pi U 0 � n Xz j�- J d U QN� Q mn 1�1:d Ln d OLLI wULn w Q > W O � O Z w � Z w F U o+ � *I..: n 5 A rn NTYwo L m 'TNIEN N D il Joe 0 91425 SHEET 2 OF 5 t HEADER X Q ' O v SILL 2X6 RAFTERS +� � 12" O.G. � n 33 IN 12 FF PLATE z E N 0 X ,w c0 = U ~ G Q , PREFABRICATED ROOF TRUSSES 9 24" O.G. 2X4 BLOCK NAILED TO DBL TOP PLATE WITH 2X6 BLOCKING - OMIT 16d 9 6" O.C. 2X6 RAFTER + I+ 4' O.G. FOR SGREENE ATTIC VENTS D\ ' / 2X6 CEILING 0 # / �—JOIST 0 PREFABRICATED FLOOR TRUSSES 9 24"O.C. I , I I d2X6 CEILING B _I JOISTS Q 24" O.G. I I Cc 3 51/ax21 GLULAM I� EXISTING WALL TO BE REMOVED 4" CONCRETE SLAB I I WITH 6/6/10/10 WWM II FF / 2" 5AND/6 MIL VISQUEEN EXISTING CONCRETE / AND 4" MIN. GLEAN GRAVEL SLAB FLOOR NEW CONSTRUCTION EXISTING Q�oF EssioN �o SEW c SECTION A <•., 3 0 . rn 29 4Z E x .6/30/94 \Q O SEE TYPICAL ASSEMBLIES ON SHEET 4 9�F CIVIC per= pF C A��F U w • w I/2" GDX PLYWOOD Z3 UNDER GWB CEILING m SIMPSON H4 CLIP EDGE NAIL PW a AT EACH RAFTER TO BLOCK U DOUBLE 2X4 TOP PLATE Q C. DETAIL,- v r 7 Q O � NEAT CUT' W EXISTING STUCCO INSTALL NEW 2X t� u O FLASH BLOCK AT ROOF LEVEL OOOCCC W 1/2" CDX PLYWOOD \ (n w �j 2X6 NAILER - ATTACH TO F v EACH STUD W/ 2=16D NAILS EXTEND 2' AT END TO SUPPORT ROOF OVERHANG i 2X6 RAFTER SIMPSON U2ro HANGER g 12' O.G. (SLOPE AT 3:12) i c NAIL EXISTING BOTTOM PLATE *�� s 51/8 X 21" GLULAM TO BLOCK W/ 16D g 6" O.C. � `a 6IMP50N U26 HANGER BLOCK (INSTALL NEW IF O NOT PRESENT) NAILED 2X4 BLOCKING TO GLCILAM W/ 16d s 6" O.G. &..w NAILED TO GLULAM WITH 16d A 6" O.G. `� o y (0 EDGE NAIL PW_,----- EXISTING FLOOR TRU55 i N TO BLOCKING SIMPSON T59 STRAP AT SIMPSON U210 HANGER �I $ EACH TRUSS BOTTOM CHORD AT EACH FLOOR TRUSS(, E TO GLULAM (NAIL THROUGH PLYWOOD TO GLULAM) SCALE WITYtie �� B�3Y'TE CO JOB DETAIL DING DEN SHE E T . NTS 3 pp p � OF 5 A EDGE NAIL ' EXISTING STUCCO PLYWOOD ' CAULK '2X2 LATH 6" O.G. y ` - cp EDGE NAIL /� 2X4 CRIPPLE 2X6 RAFTERS Q -4 16" O.G. AT 12" O.C. i SIMPSON_ U26 HANGER r - j PLYWOOD p V V! cD W / 2X6 CEILING JOISTS / AT 24" O.G. d d) X 3" LAG SCREW iQ AT EACH 51DE OF d a 2X6 - THROUGH NU 3 1/2" GWB CEILING OVER 11/2CDX l �-- PREDRILLED HOLE 2X6 LEDGER - X O w SIMILAR PLYWOOD NAILED . Sd tv 6" EDGE/12" FIELD11 X IN STUCCO TO SOLID WOOD BACKING _ r z Q QG 2X4 STUDS p N DETAIL �.} - NM EXISTING WALL TO REMAIN (�j s 1�` ua 0, - - FF r �W J~3: y PREFABRICATED FLOOR TRUSSES g 24" O.G. ' - 2X6 FACIA LATH g 6" O.G. \ /2>12 't' l a ` PLATE y SECTION C l'u^ V!Ld 4X12 WITH.2 5IMP50N ' " OT STRAPS TO POST 2X6 g 32" O.G. EXISTING WALL II TO REMAIN �pFESSIpH 4X4 POST C TYPICAL ASSEMBLIES �c��?� SIMPSON EP544 4" CONCRETE SLAB® WITH 6/6/10/10 WWM' ROOF \ ;0'` 934 Ll SHAKES TO MATCH EXISTING ON GS P. 6/ 30/94 ��2" DX C24/O) PLYWOOD NAILED �Q rn %t Is FF 9 �F CIVIL Sd g 6 O.C. EDGE/12 O.G. FIELD p�� OF c O C ALAE ® CE IL INCA w EXISTING CONCRETE SLAB FLOOR o om 1/2" GWB OVER THICKEN SLAB AT FREE EDGES 1/2" GDX PLYWOOD (24/0) NAILED C V G �� �° H Ila 13'-6 ad -0 6" O.G. EDGE/12" O.C. FIELD ' © EXTERIOR WALL NEW CONSTRUCTION j EXISTING -49" STUCCO ON WELDER WIRE LATH OVER BUTTE COU i.�: 1/2" CDX PLYWOOD NAILED IOd Q 6" O.G. EDGE/ 12" O.G. FIELD. ALL EDGES BLOCKED. BUILDING DEPA +_ 2X4 STUDS A 16" O.G. R-11GIINSSULATION APPRO 11„ � a25 5 E C T ION 5 SHEET . vs•.1 40F g 4 20'-0" i 1-21-92 WINDOW A W. 2X4 STUD WALL iE}, STUCCO OVER 1/2" CDX PLYWOOD x1%�* a , e ..4 SIMPSON EP544 I/2 " A$. AT � Q OST BASE 32" O.C. WEEP SCREED U p cQ U i { -- 4" CONCRETE x x n xj- w N —PATIO: SLAB F 4" CONCRETE SLAB z THICKEN SLAB , WITH 6 6/10/10 WWM - _...i :- - \ 5 y Q ::........... ..........: : C T0.12" FOR 12" r...,.... U 0j FROM FREE EDGES - REINFORCING _ > X Q PER TABLE r :.. .... , _ L L n I W. O PAD FOOTINGS w u v F- 3' SQR X 12 THK •': // % �/; �, -';-"%'�''�' '%: WHERE REQUIRED L — — — — — — — — J PAD WITH 4-"4 / '/ ;%ST1NC `CONGF2E'7E;:: EACH WAY. 77 EXCAVATE UNDER 1211 4 > EXISTING FOOTINGS /� / /.:• AND FILL SOLID W/ K % �;� ' . O O O CONCRETE (TOTAL 2) DETAIL REINFORCING z X INDICATES LOCATION OF 3/4"b ANCHOR BOLT D 2-04 TOP AND BOTTOM WITH 14" EMBEDMENT FOR SIMPSON HD5A HOLDOWN. it E 1-04 TOP AND BOTTOMUN PROVIDE MINIMUM 111/2".COVER FOR A.B. BUTT- W (TOTAL OF 6 REQUIRED) F J SECTIONS gU ILDING :. V -OUN AT f OilPLAN: ]/a" = i 5 - - AP`P � g — CONCRETE NOTES • MNN_ � m I. Concrete shall be a commercially available transit- mix properly �--�4. �EM�I�M�NT proportioned and delivered to the site In ready -mix trucks. Ag- *� gregate size shall be a maximum of 1-1/2" in foundations and 3/4" at all other locations. Slump shall not exceed 4". Curing compound shall be sprayed on all exposed surfaces Immediately after final ' rn - trowelling. c O i 2. All cement shall conform to ASTM Standard C-150. All aggregaes tC Q�pFESS/ �q shall.conform to ASTM Standard C-33. All reinforcing bars shall C y C conform to ASTM Standard A-615 (Grade 40 unless specified otherwise). o y y ( 3. Concrete shall have a minimum 28 -day compressive strength of 2500 a w m psi. and shall not contain less than 5 sacks of cement per cubic yard. 7E a r 1 - 934 4. Splices in continuous reinforcement shall lap a minimum of 32 bar %p E XP. 6/30/94 ( diameters or as noted. >F OF IVIt scau pQ REVILScE� CA �F 5. Unless shown otherwise, the minimum concrete cover reinforcing t shall be 2" except when concrete is to be placed directly against J� 91425 earth where it shall be 3". SHEET j 6. All anchor bolts shall conform with ASTM A-307. . I �—•� � OF 5 0 IMP sx 4 w tK i }q f z CAUSRy27�x89Q66020�?yf`7's N 3c. j}44?' i4 O ('4 'li' k r z Lai c 0 :lk 4( U W a. �4 a. lb- dc wt Us C3 ce Le I- = O.J X }q f z N 3c. " O ('4 'li' k r z Lai c 0 :lk 4( U W a. �4 a. lb- dc wt Us w ce Le I- = O.J X 96Q TN 30� . rTv L) 4L (A LU a O= ta 09 < — La 0 CO L& 46 c ce Coe 0 J 67 9L w z cc CA & w = < jQ'i ac 0 w w 4t V) w z IL uj LO fO-J0 C*(U L) U L) Uj ef of aZ coo a 45 in cc ce V W 0 uj U. x x x N in Jy M, C5 C. 0 at W 16 mww Ox .OOw 0-W v 0: 0, )L 10 dc 00 , I- OD u cz 4 0% 0 cc cc I I KV L 0 X to, 0 ce.. W ;- f z N 3c. 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I I ,I* ft�CU 4 %j Oct -0 0 a LURQLR' srcc:rtgTloNs nEMBER FORCES rROM LEFT TO A1oMT - LD- CON0. 1 REACT " GENERAL NOTES Tor CHORD t10iTDM t:+IORD 1X83 Tor t?tORO [ 1 : 412 •2 Of -1 T is O 5 l= 1120 N t= -121 N li= -2093 :YtR �_ 60T10H CHORD: [II 4t2 •2 7f •L t.- FPPLT A 2X3 OA 7014 CQNT3NUOtt3 RiB50N TO TME EMDISI Of THE !RU35 T 2= -'7S9 B Z= 1799 N Z= -1251 M 12 - 56 IVIR 1995 ME95, 4012 STAthfARO 1:f -L ~r�.h 115 SHOWN. 3= -1758 B 3= 1692 N 3% 709 N 13= -1648 IMIR 3= 4. _ _ 32 :NC MES THIS OES.GN MFS SEEN PREP/IREO FROM COMPUTER INPUT 'SEYELOP°D By T $a _ 953 4 S. !]70 M 5= �b2 N 153 W � -1253 247 lnlR O gTANOARU wE9 A `11, Z4.3 OEO°EES THE COMFONE%T rANUFACTUREA• T R= -95.3 B Sn -S7S w N 162 -569 y 3- S!LitD: OESIC-!AT!0t7S• T 7= 2263 B 7= 1060 N iB N t7= TI 5_1: 3260 T 6= 7251 6 8= 1t26 N th -611 >. :0= -123 S-?. RIv3- T 9= -547 4 9' 908 x Sa -^aS3 N '9* 333 $-3= 321359 T IJ= -647 M :g- 1470 w 20= -902 RN:ZivS ON FLAT * ll= -IOeo M 21= -121 ti RN -32105 CN SIDES - ;2a -1125' - S -S. 32i150 ON FLAT 13= 0 / L-•�:�'-r` 2460 ON SiDES S -G, 32i3Sa 7N FLAT •�•~ f / P.N32!OS ON SIDES ! IVfF LOAD, -•- 49.0 ►•4J•. ;.i5rB USED PER SECTION •.2.3.2 DERO LORD• • • • 10.0 P•4•P• if IME NOS- / G. �,` • `� r '` �` ' 3-71 321356 ON FLAT CElLI'+G D.L.. S-0 r•I•F` •"`�` 32:3SG C`\ ..!GES DEFLECTION CRITExItsN. L/3ti0 (.4 � � � ��`'" ,� • +j \ SPLICES S-•. S -S. 3-6. AND S-7 RE!::,IRE R 412X14• NO. 2 BLOCA .CTpI 55.0 P-34- C_ TtlE SAME SPECIES AS THE CHORD "tERIAL• i.00 OURATtON FRCT011 h•�- •�, ,' ` r� \ SIGNER SPLICE NUt!8Eg5 MAY BE SUBST:TUTEO FOR LOVER SPLICE 11UM8ERS AT TIE FgBRiCATOR'S OPTION. EXAMPLE, S -S MAY 9E 1 . SUBSTITUTED F^R S-4• LOP CIfORO MAY BE 5Pt10ED IS -1 if NOT OTHERWISE S -46 -INDICATED) ANY - .ED �. t; • r1r `]J �!� , ' ,uhERE EXCEPT iN CENTLR THREE 0!t E40 PANELS UNLESS OTtERNISf �°�'';rSQ�E..iTil$S ROt.6yTfT1@LCiC�i. { ;• OTEO• BOTTOM 'CHORD r%y 9E SPLICED O MT IN PANELS SHOMN- is 4OR 3A3lC DESIGN VALUES REFER To i-C•B-O- RESEARCH REPORT •IW7• •, ;s;: RLL ?£ITRixcs s+asiN ON ruts G4ANtN0 aRE assttMED To 8E LOAD ;r a: 'n aCCL�rd3nc with dI?Si$C� 1, ' .,; _ EEARIN;u StiIM OR RECCE !F NECESSARt TO ACHIEVE FULL 8E.:RtMO• +. Jr 0 Cn o C) C :-- -, 00 cc 0330 0 �, ., C-) a c, o . - c_ I v , n'1 O R1 01 CD 0 N I/'-� r I _ OO mo'-dl'4-'.-' an N 1i ' 3.50 3.50 702, • 1S'-l•75� t — 30'-0.0' OVERALL LENGTH _ 70,1 PLATE 1 CODE I :Cminw R-5000. t UBC 2;•00` O.C. 318/89 r L0R TRUS®. �1ES I Gid TRUSNAL'.. _MS SYSTE_ 7 1*ilyT�,ti•'1s-16-SS—t2 I 5., ItCf ' `,' 1'R119K1L !ii T 4713 COJ<IOtKT 101t�,.N:6tDlIOEE,C1YlA1R.r•: ��..'^ •i� > _ �=-�B.� 31 Z �_� _ A. �.....y,,._,.a..�y.,. - a^°t!•7`A"�"�"°0 . ^•,."'^,'"` ..��`^M1 r r ' .rah. r -ti.,, 'r::' Z 1 d• ..� .1 '•Y K;� •..c+ rpt �:' '1 ".Y�•''` .^..r F^' r""+ �,aiY 'Y� t a � � t. R �y t• { J i�,,` .,� •ssr'e.' , •F:`',,. - � � -'y 0330 3.50 uSNRI CONNECTOR PLw1ES %At FOA7tt0 •too 'S. 'e. ohw :E tact "111-O7PR0 ►a•11•!1!O pt: -It 2,4t?e STEEL. .I PLATES To loth FAC E& OF :RE !Rt:9i 4t EK)q JOIMt a+13 PtSiTION I::- 'R34 •Mt OUTSIO( (3049 Of tit i1 eTROS• C(NTSAl IME3 1F !LRTES SHALL COINCIDE 0 1M i„( 14 tl•1E !wL3. dNIESS O'REA013E( 90111. .•iL USS JOIN93 SNALL S[ ilrm. A&C AL\ PLCES PULLS EROE0011:• Ta( t:P :ORO Is 43SUA10 10 It :.1'EAt4LLt .. ACED OT The FLOOR o4 ROOF SKAT11100. The 1477071 CNC•O IS ASSV,93 :O of LRI[ARLL► 1-101(12 If a 21it0 [LING RATER:AL 15 4tTACRi11 OII.ECttl. '4 VnfR CASES. I%( I97TOR , OPO :ti iii 9t L4l!"41 S4aFla Rt -- TE No? EICEEOIMO 13•-0• G.C. . To oAMEN BESIOI,K 1144RilaN• .wltM IS CC•NO• !a 4LL r4•i+1 IRS STERi. ARO 10 F•OtICf -1071 •DAO 37+44:4G OEtmeen IALS61S. IRS \:Itobz8AC-1 9410G)rG IS RIC04RC40t0 4t -o• a•C. CA Nal =too& siANS OvtQ :2'-0- i40 7•C. /0• r1lL •ERM S?0141 OtC4 iO -0-. 4lt RA((iRO is AE3 1ST LRIEt14L 'ORCFS li Ta 9E OESIC•MEO O1 4::,494. r0& A�T7:ti07h41 IRfORMt104 C04LER4Il1G RC1NG Aho itREN00ACR 16A10a:11D 41FER 1Ch-stS:LA f"CJFItA1:ONK •LA �llili !t ATE Ca4ftlL7[o r4&7:LLEl 64D 01000 049( • CCT -/o. 6T IMC 1.830 ►t4 TE So811Tu1C• "444f-ONfuslan 447 (Aii1 dONCt4NiA0 P•0►E• Ctt4KLT R01RN IR11Ri0R tMlN4 -3C3TiOMO. C7A)ILEVEts• A40 TMt CnO-q" a► INE 19"4 •0 aYEAi lAF ME&.11rilRLLIItiCN. It 15 7E KEo NSIS LITT OF OTNEAS TO aC£ATA'I SNRT 1NE Oj1iGN lORp3 Y IL1I[a 04•IN71 0101/740 BEET CR EXCEED 1NE,AGTWL CEAs too" Irra3Ea OT INC- OT4Klaft 1140 T4[ L7Rt .i +'•'�,y' r^i{4"yG ` rz�3an`'F _^t•'.'�y',z z -v. _ �.«.,;.� '':.. sr.'"�5.-. `:��. •t '-'?_¢. 't •.�� .��*a...�:z �r'l._ t.•-:..'."}.3rr '! -�, J.t"•T�*{;tea ;,t""JOB t 21694" •'Tb!• c0m% 2X4 F IR -L BOT CHORD 2Xd 'FIR -L WEBS 2X4 FIR -L CC'J ECTOR `'PJRTES MUST REEQUIREMENTS OF I.C.B r, ALL PLATES ARE TO BE TOP TO BOTTOM. EXCEPT SEE DRAWING 138 FOR •• PROVIDE FOR HORT20NTA ALL TOP CHORD SPLICES PAVEL P0111TS ARE TO E 1/4 OF PANEL LEKGTH SHOULD NOT OCCUR IN P ALL ?4AILS SPECIFIED A Note: 2X4 13 hem -fir -or @7211 C.C. max. required. not required if a rigid chord. Bracing material t ends to a suitable suppc: 00 Recomalended connectir See catalog C -881i-1 for YV� LT. TYP.-SLP1W:._ t_. c-, C__j c.l ca a c= c= c_iAcp c=p o cs o y 0 • ;,t""JOB t 21694" •'Tb!• c0m% 2X4 F IR -L BOT CHORD 2Xd 'FIR -L WEBS 2X4 FIR -L CC'J ECTOR `'PJRTES MUST REEQUIREMENTS OF I.C.B r, ALL PLATES ARE TO BE TOP TO BOTTOM. EXCEPT SEE DRAWING 138 FOR •• PROVIDE FOR HORT20NTA ALL TOP CHORD SPLICES PAVEL P0111TS ARE TO E 1/4 OF PANEL LEKGTH SHOULD NOT OCCUR IN P ALL ?4AILS SPECIFIED A Note: 2X4 13 hem -fir -or @7211 C.C. max. required. not required if a rigid chord. Bracing material t ends to a suitable suppc: 00 Recomalended connectir See catalog C -881i-1 for YV� LT. TYP.-SLP1W:._ t_. c-, C__j c.l ca a c= c= c_iAcp c=p o cs o 0 o r • c� a c, o . - c_ I v C.-3 o PI = �: C=):• C = _ a ' TR M r-1 c 1 C J r.? t.:l `-w r -, •.,� tip. ., ..y ..t. "JOB , —21697° -*k ifs• frit-li•Is- ss-lz4l �ftu- B-31727 77- _ _.__.. 1 1 V, V V / I 1 I ir.,,. APE 0.6 •.o ,•.,,••.•.•^ -• -- ^ Buba ►LATE ADtltutf• «twt 'Zwrf 6EnN Rw, ittai CCwC1x•Iwe r•o►er MORD wOOp 1AU6aEb• KS -t0. 0' iR[ ,;T, N "US `O SYSTEMS IL`0 tlEC CL[RKt MRR iA1tR10t 646 IN `N 0 N if of-ifis to a.0 11 C•0!W 0/ lU 1 1 1 E AHH�fR1 3111AO/LR IriiRatAt'Cw• 1} b t,� e(6%CwtlO�tItl �i OrrtRi t0 :bCFwta:• •�At `Kt Ot(!GR IBRO► 17tLL4ell SYSTEMS CQ>t/0111T 1011 A SlQlfe� t:QI'lR4M ^ Ill ll[O-ef-100.11 DpVIA0-OE[T•:R E3C[LO-iNL ACTYAL C[AO tORii3 :nPO3L0 Rt SNL •tA1KT W! •ARO iAt ll4E RN3vas ON iTDES : .1= -1169 32!350 ON F'AT T 12= -12:5 2460 ON SIDES r17= 0 » / 5-0= 321356 (IN FLAT � RN32ios ON S;OES ' IVE LOAD .... 40.0 0 64-- 1•:51`9 ISD KR SECTICN 4.2.3•.2 �! _ •�-,� ,� t, ?• S-7: 321350 ON FLAT DEAD •OPO .... 10.0 P•4 -f• OF ,K AIDS. 32:35C ON SIDES CEILING 0_L•• S-0 !•S •F• MrLECri0a4 CRITERI111: L/360 •�' •J C� SPLICES g +• S-5• s-6. AND 5-7 RE2t)IRE A 412114• Ifo. 2 SLOCTt iOttiL 55•� r.a.r. -- �f T:•E SP^E SPECIES 45 THE CHIOA rs:t ER I Al • , HldlE4 SPLICE t4Lt!iERS MAT 8E SUBSrtTUTEt7 FOR .LOWER SPLICE 1.00 :iURA;;ON FaC10R ' +` 4uroots nr T:fE IFlt3R!CATOR-S OPTI^N. EX.":MPLE, 5-5 MAY OE "� '"� Suesl1*utEO ton s-.. - Y _ ,'I•-� TOP C?tnRO nAT BE SPLICED 13-1 If 40T OIHERWISE 1401CATEDI ANT- t�f�1 L.; ��'�rTl�� IrJi. i 'J`' CtCtiE EXCEPT in CENTER THREE OR E!10 PANELS UNLESS OitERNISE M tEO BOtrOM CHORD K1I 81` 5PLICED WLI 1N PIMELS SHONN•' _ e• 4. FOR OASIC '7ESIGN YALtEs AEfER i0 I.C.B.J. ;£SEARCH REP -RI •1647. �: ..J •t f: WITS °t -.• ! I TIf-PA1";-S THoolN 311 -HIS DRANI%C 4RE AS`_U?*E0 TO of !_OOP dE�RtHO S1�:H OR HEDGE IF 4E:CSSAP.T .0 AC:!:EYE FULL BEARING. �• _ , ',. -� ell "D n o f 0* 7 0830. 16 •00'{,, 1 v r - - N 1 �' cc 14 o 0 :y 3'z_0 t5'-10.25' 0 1 -X�- PI �c Ix s M N o - .,,•j 11 ' 1 30'-0.0' OVERALL LENGTH 083�J 5&9 co N � 1.4 _c _,1 55 .J L_ 3•SO DATE --- « :,tUS'r{H, CJ,NEClOR IlA1ES ARE i0RME1i iR:A 15. IS. cera i0 ,AA MDT-0;7rJ GAL',aN11(O •R111E 1uRL1`r SIE£:• y, PLATE I COOS SP'ACil10 a►PLt PIR:,S r0 60 TN FACES JF leE :BUSS Al EACH DINT it•0 P031121N Iia- FROM 1ME z ISIOEJEZG/L OF 14 ` R=5000 ' U9C 24.00 • O.C. 3/0/89 ChDA03. C•NTERLIN1b III •L411S &MLL COINCIDE .17h TME 3181 CERrERL:N!S. n1LESS CtrtlAk: C NO'EO• Rtl C• -1000 C tAu35 .O:Ni6 :•HoIL'9E 110001 ll 7lRtE5 .Utlt EPaf1:Ot0• iRE l0I CROAO `a 413LPEO :0 !f Ld1E+Alt, GRACED 9i •uE FLOOR OR .4001 SM[RiSING. rNE AOI Ion C14CRO 16 AS$UREO TO BE IATERALLt BRACED IF R 11010 Fes_ LIL.MG '1 1" AL Ib I RCMEO aIRECILT. '• 01?ER CASES• i:( SOITOK CN0R6 JS 10 e[ LR10 LLT aRRCL3 AT T }�'�( R iYiERvALS ROT E,rtEO,, '6.'-D- 0•C• TO OAnfEN IEiIOUAL !1111142000. :1"111 IS COMMON :0 All 11AM1R0 L ff R [ ,1 U.S - Q E S GN t6IERb. RNO 10 FPROILL LE FOR 'TIRO 1-01 1NG 9' "OE 1a4SSES. tit: STRON;OAC+ RRI:Gtr/ is 9ECOMME►O[0 Ri ?rs 11.'.11 11 I�1� i0'-0' 0•C- 109 Ptl F100R bPpt15.OYE-t 12'-0' 0 6'-0' O.C• F0.t All ROOF StM3 •.rEe I6' -o-. !u brE2.y ` L RACiRO TO AESIS1 L IfitaI FOAM 1,3'!0 O[ O[S1GME0 !� JTrER3• FOR ROOiT10NAl tNFOReA}TON :On[ERNTNO c, .''x k::; *• •. ee .i RilC NO ANO.6IRONGeRC:Lt42130190..REFER•t0i-,,OEfEGt.b.EC:►ICAriONS iOR.ME1Rl ^111E.-CONNECIEC JPAXALLEL ,s d`%:ikr`a.I.14a. •ii,.„,Y` `t`r, .."+.y,,..ef�,-.1y r.'.� _ y.k0A0`4000"iRUSKb.,ICT-60:"4EYrNE•iTAUE6'�►IA TE;INbttiuit:-,'aNHERE'[ONFUiiOM ADT+Ca197 CON[F4RINO17Pt0►[R d.+� :, •»�. `.-r^ t r-' I + r.+�T't Tyu: ' p PARR MER TOR aE1MINO LCCA1T048::CANTILEVER5.TI1%O 1N• CHOROS'Of`,7.1rE'r19033 rIt a .,?. f �.; " ;. `. ■ g _ =,r 'x•'+ IELO:ERECTION. CLE All %- •� 4 S a M aR•' �. T• : } R E 0 Elil it OF 0 RS'10 ASCENT AIN .2ND 7;4E., 'N A 1 1 ! i Rtt 1 ib N[ E l Nt E 1OEily l0 Oc r CY E S• t T Mp A Na1All •. T' , r" • S. S EIE!1 1 OPE 1 r f i •�/TIT=iS•ih16,+SS-120i' tkr �' �• `• . - Cy}�plq :,� r1lIdE0 OR TNI6 DRANIR4 M[Et OR'E3CEEO:TNE ACTUAL Of,AO't0A0S INOXED•Bt,1HE,nbTWCllilt[,100E°7L:4[ /;�• x,. h-,, • ssr t; E rRUSNfrI 5!11015 CORPORRitON R StON00E.. UILOIN R NISIOR CAL,CLiRpTIC:RECORDS. a + :. •t :b$• r `.w 4 B'317,26 i. k OAD6 111POMO 01 INC LOCAL e G CODE O l ., ,a! b - .�"..,1�.,�,,,�,� �. ,..- ,:. _ ..... __ _..,.- .. -,. __• +., :..- .. .. ,M... .:, tom• r"_I. :k?..���,... -x.... c �..rP...s #iQ3�'S,'ii.�. _._y.,, 'eea•'•2... ...,. .�: �-, _.. �......, -. .. :. _----,-��__..t:...-.r_.1�.......iLck.,G^4',.M,,,w�•,..--w-.-- • - . - ..-. .,a... JOB: 21697 801 CHORD 2X4 F IR -LARCH 01 WEBS ZX4 FIR -LARCH STANDARD COHIIECTOA PLATES MUST BE INSTALLED 1' REOUIREHENTS OF I.C.8.0. RESEARCH RE ALL PLATES ARE TO BE CEIITERED ON THE TOP TO BOTTOM. EXCEPT VHEN LOCATED P SEZ DRAWING 170 FOR 'PLATE' LJCATlO"S- TOP C40RO SHILL BE '.A7EP,ALLY BRACED PURL:NS SPACEO AT A MAXIMUM OF 24' (? 'tote: 274 13 hefe-fir or better continuous gi720 O.C. max. required. Attach w/1 -16d na: It a rigid ceiling is attached dlrec.1 to material to be suppled and attached at bott by erection contractor. (H) Relco m ceded connecti(m at wall. plate: See catalog C -88H-1 for nailing speciflcati• This truss is designed to support additio'ne lo'adis) where shown. 2 WNW 4 I v_ F S : 2C)S, D 0 � � T DLT. TYP.-RUNNE SEON--23W43 C__1 c_, C= o c=' o if e I MPORT RNTo* c o - o o CIEVIAIMom 9:00 PK St vtCIFIE� : O O III!S Orsm" o4 Fort ff"t09E M i =3 Q 0 C= elft, rK -MIXITT %old"ft fFtt:,� C= C=1 C� Alq !r►:fACRAIO f�t-.20 i.l: �-+ T ` C7 •1r►fgrTS( Solon. Eift1119 tinP,4 •_� j afatt rAq(Ciryi; IO OOtt "T1 ' Ct TMS7: Q n[1tSI4 StirCIitDS Cr! fmA 4465 Fie 411E I10CF1. l C1 O C_T C_7� �• O • Irt 4nIG5 FIRM !4z• g x �r iY ^:vim J 1+ a �+• t �� i i:ct hnfl - e .e 4 • • i.,. M f r t i• t t 11`" 4 -!#. ' � �} 'r � Y ..1 t, r w �a .�.���ii •'car , j. I.r�i"�T•��9'�'�'i'��� i'��Y��r��.��.'1�'�',�'sl� �.t,f�t?�^�t';�+r�tR��W�°.'� , --- Calve. ILUM M valricarlea GENERAL NOTES MEMBER r?RCES TOP CHORD MR LEFT TO SOTTM CHORD, I(IGNT -,'lD• I me 93 REACTIONS TOP MD, 111 4 -2 G► -L ?K P OR 2X4 CONTiNu"S RISSON TO THE ENDtSi Of THE. 7"S T T tc 0 2= -1617 3 -4 Is 2s LOSS ISe7 A N t• 2a -121 -12tt N tic N 12a -2059 -ZSO IYIR Is OS4 lY1R 2a IS6 901 TOM Cmwu. t I I 442 02 ir-L lt2 STA�AO Of -L }. AFfl.t 213 r 3a -1687 8 3Y 1621 N •:4 560 4 13, -1889 1r1P. 3, 569 48S As Stchol • THIS DESIGN 16-18 BEEN PREPARED FROM COMP'iTER :NPUT DEVELOPED Sv I 4. -1687 8 4. 1621 N 4= -2S3 N :4, 1270 ;H1A I, 0 S1A11 RD I4E8 LENGTH: 32 INCRES y. THE COMPONENT rAMUFRCTURCR• S= -9.3 3 S= -351 N s, -0 N 16= -TS] STA>.pitlt0 "is aNOIE• 24-0 CCOfKCS 3- SPLICE OESILkAT10NS. i 6= -913 9 6= -5:3 N Sc_ -1;S N'fl= EN ' t• ST 3250 3-2: PH32105 T I 7z 3= 2244 2244 9 a is Ss 1133 N 121S�•N e= -763 N 10= -144 5-31 321350 i 9= -500 3 O:' BSS M 9= -253 N .li, 403 • � oe ON FO AT T 10- -00S A ICs 143,. N 20= -45! , RN3vas ON iTDES : .1= -1169 32!350 ON F'AT T 12= -12:5 2460 ON SIDES r17= 0 » / 5-0= 321356 (IN FLAT � RN32ios ON S;OES ' IVE LOAD .... 40.0 0 64-- 1•:51`9 ISD KR SECTICN 4.2.3•.2 �! _ •�-,� ,� t, ?• S-7: 321350 ON FLAT DEAD •OPO .... 10.0 P•4 -f• OF ,K AIDS. 32:35C ON SIDES CEILING 0_L•• S-0 !•S •F• MrLECri0a4 CRITERI111: L/360 •�' •J C� SPLICES g +• S-5• s-6. AND 5-7 RE2t)IRE A 412114• Ifo. 2 SLOCTt iOttiL 55•� r.a.r. -- �f T:•E SP^E SPECIES 45 THE CHIOA rs:t ER I Al • , HldlE4 SPLICE t4Lt!iERS MAT 8E SUBSrtTUTEt7 FOR .LOWER SPLICE 1.00 :iURA;;ON FaC10R ' +` 4uroots nr T:fE IFlt3R!CATOR-S OPTI^N. EX.":MPLE, 5-5 MAY OE "� '"� Suesl1*utEO ton s-.. - Y _ ,'I•-� TOP C?tnRO nAT BE SPLICED 13-1 If 40T OIHERWISE 1401CATEDI ANT- t�f�1 L.; ��'�rTl�� IrJi. i 'J`' CtCtiE EXCEPT in CENTER THREE OR E!10 PANELS UNLESS OitERNISE M tEO BOtrOM CHORD K1I 81` 5PLICED WLI 1N PIMELS SHONN•' _ e• 4. FOR OASIC '7ESIGN YALtEs AEfER i0 I.C.B.J. ;£SEARCH REP -RI •1647. �: ..J •t f: WITS °t -.• ! I TIf-PA1";-S THoolN 311 -HIS DRANI%C 4RE AS`_U?*E0 TO of !_OOP dE�RtHO S1�:H OR HEDGE IF 4E:CSSAP.T .0 AC:!:EYE FULL BEARING. �• _ , ',. -� ell "D n o f 0* 7 0830. 16 •00'{,, 1 v r - - N 1 �' cc 14 o 0 :y 3'z_0 t5'-10.25' 0 1 -X�- PI �c Ix s M N o - .,,•j 11 ' 1 30'-0.0' OVERALL LENGTH 083�J 5&9 co N � 1.4 _c _,1 55 .J L_ 3•SO DATE --- « :,tUS'r{H, CJ,NEClOR IlA1ES ARE i0RME1i iR:A 15. IS. cera i0 ,AA MDT-0;7rJ GAL',aN11(O •R111E 1uRL1`r SIE£:• y, PLATE I COOS SP'ACil10 a►PLt PIR:,S r0 60 TN FACES JF leE :BUSS Al EACH DINT it•0 P031121N Iia- FROM 1ME z ISIOEJEZG/L OF 14 ` R=5000 ' U9C 24.00 • O.C. 3/0/89 ChDA03. C•NTERLIN1b III •L411S &MLL COINCIDE .17h TME 3181 CERrERL:N!S. n1LESS CtrtlAk: C NO'EO• Rtl C• -1000 C tAu35 .O:Ni6 :•HoIL'9E 110001 ll 7lRtE5 .Utlt EPaf1:Ot0• iRE l0I CROAO `a 413LPEO :0 !f Ld1E+Alt, GRACED 9i •uE FLOOR OR .4001 SM[RiSING. rNE AOI Ion C14CRO 16 AS$UREO TO BE IATERALLt BRACED IF R 11010 Fes_ LIL.MG '1 1" AL Ib I RCMEO aIRECILT. '• 01?ER CASES• i:( SOITOK CN0R6 JS 10 e[ LR10 LLT aRRCL3 AT T }�'�( R iYiERvALS ROT E,rtEO,, '6.'-D- 0•C• TO OAnfEN IEiIOUAL !1111142000. :1"111 IS COMMON :0 All 11AM1R0 L ff R [ ,1 U.S - Q E S GN t6IERb. RNO 10 FPROILL LE FOR 'TIRO 1-01 1NG 9' "OE 1a4SSES. tit: STRON;OAC+ RRI:Gtr/ is 9ECOMME►O[0 Ri ?rs 11.'.11 11 I�1� i0'-0' 0•C- 109 Ptl F100R bPpt15.OYE-t 12'-0' 0 6'-0' O.C• F0.t All ROOF StM3 •.rEe I6' -o-. !u brE2.y ` L RACiRO TO AESIS1 L IfitaI FOAM 1,3'!0 O[ O[S1GME0 !� JTrER3• FOR ROOiT10NAl tNFOReA}TON :On[ERNTNO c, .''x k::; *• •. ee .i RilC NO ANO.6IRONGeRC:Lt42130190..REFER•t0i-,,OEfEGt.b.EC:►ICAriONS iOR.ME1Rl ^111E.-CONNECIEC JPAXALLEL ,s d`%:ikr`a.I.14a. •ii,.„,Y` `t`r, .."+.y,,..ef�,-.1y r.'.� _ y.k0A0`4000"iRUSKb.,ICT-60:"4EYrNE•iTAUE6'�►IA TE;INbttiuit:-,'aNHERE'[ONFUiiOM ADT+Ca197 CON[F4RINO17Pt0►[R d.+� :, •»�. `.-r^ t r-' I + r.+�T't Tyu: ' p PARR MER TOR aE1MINO LCCA1T048::CANTILEVER5.TI1%O 1N• CHOROS'Of`,7.1rE'r19033 rIt a .,?. f �.; " ;. `. ■ g _ =,r 'x•'+ IELO:ERECTION. CLE All %- •� 4 S a M aR•' �. T• : } R E 0 Elil it OF 0 RS'10 ASCENT AIN .2ND 7;4E., 'N A 1 1 ! i Rtt 1 ib N[ E l Nt E 1OEily l0 Oc r CY E S• t T Mp A Na1All •. T' , r" • S. S EIE!1 1 OPE 1 r f i •�/TIT=iS•ih16,+SS-120i' tkr �' �• `• . - Cy}�plq :,� r1lIdE0 OR TNI6 DRANIR4 M[Et OR'E3CEEO:TNE ACTUAL Of,AO't0A0S INOXED•Bt,1HE,nbTWCllilt[,100E°7L:4[ /;�• x,. h-,, • ssr t; E rRUSNfrI 5!11015 CORPORRitON R StON00E.. UILOIN R NISIOR CAL,CLiRpTIC:RECORDS. a + :. •t :b$• r `.w 4 B'317,26 i. k OAD6 111POMO 01 INC LOCAL e G CODE O l ., ,a! b - .�"..,1�.,�,,,�,� �. ,..- ,:. _ ..... __ _..,.- .. -,. __• +., :..- .. .. ,M... .:, tom• r"_I. :k?..���,... -x.... c �..rP...s #iQ3�'S,'ii.�. _._y.,, 'eea•'•2... ...,. .�: �-, _.. �......, -. .. :. _----,-��__..t:...-.r_.1�.......iLck.,G^4',.M,,,w�•,..--w-.-- • - . - ..-. .,a... JOB: 21697 801 CHORD 2X4 F IR -LARCH 01 WEBS ZX4 FIR -LARCH STANDARD COHIIECTOA PLATES MUST BE INSTALLED 1' REOUIREHENTS OF I.C.8.0. RESEARCH RE ALL PLATES ARE TO BE CEIITERED ON THE TOP TO BOTTOM. EXCEPT VHEN LOCATED P SEZ DRAWING 170 FOR 'PLATE' LJCATlO"S- TOP C40RO SHILL BE '.A7EP,ALLY BRACED PURL:NS SPACEO AT A MAXIMUM OF 24' (? 'tote: 274 13 hefe-fir or better continuous gi720 O.C. max. required. Attach w/1 -16d na: It a rigid ceiling is attached dlrec.1 to material to be suppled and attached at bott by erection contractor. (H) Relco m ceded connecti(m at wall. plate: See catalog C -88H-1 for nailing speciflcati• This truss is designed to support additio'ne lo'adis) where shown. 2 WNW 4 I v_ F S : 2C)S, D 0 � � T DLT. TYP.-RUNNE SEON--23W43 C__1 c_, C= o c=' o if e I MPORT RNTo* c o - o o CIEVIAIMom 9:00 PK St vtCIFIE� : O O III!S Orsm" o4 Fort ff"t09E M i =3 Q 0 C= elft, rK -MIXITT %old"ft fFtt:,� C= C=1 C� Alq !r►:fACRAIO f�t-.20 i.l: �-+ T ` C7 •1r►fgrTS( Solon. Eift1119 tinP,4 •_� j afatt rAq(Ciryi; IO OOtt "T1 ' Ct TMS7: Q n[1tSI4 StirCIitDS Cr! fmA 4465 Fie 411E I10CF1. l C1 O C_T C_7� �• O • Irt 4nIG5 FIRM !4z• g x �r iY ^:vim J 1+ a �+• t �� i i:ct hnfl - e .e 4 • • i.,. M f r t i• t t 11`" 4 -!#. ' � �} 'r � Y ..1 t, r w �a .�.���ii •'car , j. I.r�i"�T•��9'�'�'i'��� i'��Y��r��.��.'1�'�',�'sl� �.t,f�t?�^�t';�+r�tR��W�°.'� , .t o..r+ •uwy.� 830 3 -sol wtt[o ♦AinE OWILJtt B SNE ot"stDE Ewes OF 66 DtNEANIBE MOt aBBUNEo TO tE l �! 'EAALLI SUCEO 1/ N D 0E "IERALLT 12►.Cti Co"am 10 BILL FNi ,901ND 111 IIECORNfM9l1 $PANa__0tlN_ i'-0_-. ou JOB: 21693 10T_TCH0R0 -12X4 WEBS 2X4 FIR -LARCH �I FIR -LARCH STANDARD THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS b DIMENSIONS YSUBMITTED BY'TRUSS'OR.- . ..__.._._... .--'..__„•_ _._..._.•_.: s_ -.,.•.k.7 _ __ a...«,-..;...J_.-Iac�._,....*.+:,ate.- ,__...-..c.w.-}_00`0__-s `COrrHEc-TOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH -REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 02949. 'ALL PLATES ARE TO BE CENTERED ON THE JOINT. LEFT TO RIGHT AND 'OP TO BOTTOM. EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRA14ING 13R FOR "PLATE 'LOCATIONS OH TYPICAL JOINTS.' SOF CHORQ SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED PUP.LINS SPACED AT A MAXIMUM OF 24' O.C. NOTE: PLATES ARE DESIGNED WITH A DURATION FACTOR. OF ,0'.92. 5X4 Note: 2X4 13 nem -fir -or better continuous lateral bottom chord Dracinqq I@72" O.C. max. required. Attach r/2 -16d nails. Bracing 1s not required - if a rigid ceLling is attached directly to bottom 3X4 'chord. Bracing material to De supplied and attached at both ends to a suituble support �� SX8 ;by erection contractor. 2.•5X4_1��� !(H) Recommended connection at hall plate: \ ` 'Simpson TC24. See catalog C -88H-1 for nailing Stw:If1,ratlons . \ 12.00 ` 1+5X3 — 30`-- / 14X6 9 on 12 7X6 — BC X -LOC L -Ra 0.29 4.45 8.3S ll.I.S 21.73 29.71 X�' /2.5X 4X^ SINGLE CUT WEB-0-TC:I.9 :2 ENDS:6.44 PROVIDE FOR NOR IZONTAL MOVEMENT AT ONE. SUPPORT. � , ;`` � •su', :, 8-t4-13 A L-7-3- --- IU? BOTTOM CHORD CHECKED FOR 1$ PSF -LIVE LOAD. a ti] r - ALL TOP CIIORO SPLICES OCCURRING BETWEEN 07 u OF THIS DESIGN TO ERECTION PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY 0 +- 1/4 OF PANEL LENGTH FROM PANEL POINT (WITHIN t2") AND as SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE. eAIKt&c.:EE ve-w.muci L NJW rE%%-s: O .ircceriviriew IHI.: OE1Qt'ity CQ iIYT riot INE IR t�tll0 TiE rN1.'; IM !t15MItfMrE rltrlT(1ITfiT1, Alp RtCr1<'r vnilea N1P21. 7. ,"9'E` vO Nit •OUttIF Ct;lUAnl rC1lll�l' Br Wt. Roi1f CCrCECtprS IVIS Ck31L`F. fr,A I1LOIttCTfLSPfEI�I t'Er7A ` ` til r „•` '�'' APE lKrLttEtl fAM 20 GNM tS iff"10E0 SIEEL d* M WNT OIMCM Woul Er"t;. ULfSS OThEMA 2.5X4 1 IX3 7. �X4 tMS; rtnIF f.-KYINI . M MTlC&rl USICM SKMCCAIMAF'ON'wmcowe-CAIN: .,r - ,- ,. :-; *}r " vat r''i �,w..--.,,��""-.+'."'.,.,.,'.;i•-*,�S3. �' ,t -'- y < t KY,T✓ +, n f kr6''�t'ttj',6`t a 000001 . —.- gym--•--Q,�•r-S-- .----^^-�---, ''-'--'�"---.-..:'.:..,,.,...-- .iw••,•+p-.-to.wr-r"":--.w,Mw....: ^� .• .' . � •. h� 2X7 a M_ Y y ,y 4V4 4.xd 35 k R•9129 V- 3.50' ptlr t5.0. t SCA1 ° 0.187S � ;i DES I G�1 CA IT ` REF - 4 t TC LL I6.a PSF OATS TC OL G PSF ORYG ' I3I11SR927. BsssZB1 OL 's -T, OT.Ea. s 31.'X PSF`, Wr ; M.;,` 3Wa .0 ': tonet"F a-n=;*"f•tnn:+n• _ .••* ..... :+tktM1PtttkE'»i+{ X�' /2.5X 4X^ ._ . 14.0.0 _L16.0 -0 8-t4-13 A L-7-3- --- -, ' —30-0-0 OVER 2 S(FkRTS R-qt211 W-• 3.S0' =ALT. TYP.-ALPINZ SEON--260041 FURNISH R CDPY OF THIS DESIGN TO ERECTION CONTRnCTOR C -) C_ -_2o C= a 11FtNF tK.1�El11EU MCEIXIS. IM_ tE# i:hPORTRNTE 4 L �w m 11ESPtiNt�E FDlt wt tRW:ES NEW( tiiNHE -7 YARNING is 1impG, erlcEttow a.e as d o c O 1!1t116'D6 roc" tl(SE Or Fw oETlMtpr Fwn eAIKt&c.:EE ve-w.muci L NJW rE%%-s: O .ircceriviriew IHI.: OE1Qt'ity CQ iIYT riot INE IR t�tll0 TiE rN1.'; IM !t15MItfMrE rltrlT(1ITfiT1, Alp RtCr1<'r vnilea N1P21. 7. ,"9'E` vO Nit •OUttIF Ct;lUAnl rC1lll�l' Br Wt. Roi1f CCrCECtprS IVIS Ck31L`F. fr,A I1LOIttCTfLSPfEI�I t'Er7A o a o �__: lKrLttEtl fAM 20 GNM tS iff"10E0 SIEEL d* M WNT OIMCM Woul Er"t;. ULfSS OThEMA T PIN, � 1 L- nnFtrt � � �, "'� (w AmlruF:�tAe ar wtr" atso rr1atE 1-10 ttcr9 9 "t !E tBrEMII,T t1 w"s � °i too �- t� L� 0�'!tv CC1FNIrj�A'i t0 0911► fArEy RI EtCI NtNi Adi IQAIE r6 NI IN IMtlfEtr „ ArtACrEO Ft TrCAOCMt1trF;, G� ���� C=) S►aNNf BEAiIING rtOtrlt rKE %' %CttWl uNttss OI+fAYtSE ;Mlat. OE31% SWOOM19P COQOAN VC114 IMLIUME "WtSK*% OF 0101 tat tlnii !tt>t AMitA,Lt 1lilC Ot IMVK As SKCW10 ON Q0jrA._ WMw trSE EHIS r� >. fry• +• _ J C>_• _ .Wfi ttm •t, zrrlt. th,11li NIK11 t0E Ptl Itltetttl L11 MV. -•.w,� tMS; rtnIF f.-KYINI . M MTlC&rl USICM SKMCCAIMAF'ON'wmcowe-CAIN: .,r - ,- ,. :-; *}r " vat r''i �,w..--.,,��""-.+'."'.,.,.,'.;i•-*,�S3. �' ,t -'- y < t KY,T✓ +, n f kr6''�t'ttj',6`t a 000001 . —.- gym--•--Q,�•r-S-- .----^^-�---, ''-'--'�"---.-..:'.:..,,.,...-- .iw••,•+p-.-to.wr-r"":--.w,Mw....: ^� .• .' . � •. h� 2X7 a M_ Y y ,y 4V4 4.xd 35 k R•9129 V- 3.50' ptlr t5.0. t SCA1 ° 0.187S � ;i DES I G�1 CA IT ` REF - 4 t TC LL I6.a PSF OATS TC OL G PSF ORYG ' I3I11SR927. BsssZB1 OL 's -T, OT.Ea. s 31.'X PSF`, Wr ; M.;,` 3Wa .0 ': tonet"F a-n=;*"f•tnn:+n• _ .••* ..... :+tktM1PtttkE'»i+{ "T# - "1-7, -. , .7 -FV —.N' C;,A- r, Zn C't RhIIF•, "k A 7k" cw SA . 4t -zf%B Ir zi ON 4_7 I rw--- Ir "IP %46 JL Ir r. r, Zn C't RhIIF•, "k A 7k" cw SA . 4t -zf%B Ir zi ON 4_7 I rw--- Ir "IP %46 1. Ceiling Insulation -4 3 -1 0.80 Number of stories -1 0 R -value One Two Three R-0 -103 -49 -32 R-19 -8 4 -2 R-30 -2 -1 -1 R-38 0 0 0 U -value 40 -90 37 0.50 -176 .84 -54 0.30 -102 -49 32 0.10 -26 -13 -8 0.08 -18 -9 -6 O.C6 -11 -5 -4 0.04 -4 -2 -1 0.02 4 2 1 0.00 11 5 3 27 -52 -17 -9 2. Wall Insulation 6 13 26 Single- Single - -8 -1 Family Family Multi - R -value Detached Attached Family R-0 -68 -51 -34 R-11 0 0 0 R-13 2 2 1 R-19 8 6 4 U -value -37 -9 3 0.80 -153 -114 -76 0.50 -91 -68 -46 0.30 -47 -36 -24 0.10 0 0 0 0.08 4 3 2 0.06 9 7 5 0.04 14 11 7 0.02 19 14 10 0.00 24 18 12 3. Raised Floor Insulation 17 16 Insulation In Floor 0 4 Number of stories 17 R -value One Two Three R-0 -17 -8 -5 R-11 -3 -2 -1 R-19 0 0 0 R-30 3 1 1 U -value 12 -9 6 0.60 - -144 -70 -46 0.50 -120 -58 -38 0.40 -95 -46 30 0.30 -69 -34 -22 0.20 -43 -21 -14 0.10 -17 -8 -5 0.08 -11 -6 -4 0.06 .6 -3 -2 0.04 -1 0 0 0.02 4 2 1 0.00 10 5 3 Controlled Ventilation Crawispace -73 -64 -56 -47 Number of stories -30 R -value One Two Three R-0 -11 .7 -5 R-5 -4 -4 3 R-11 .2 -2 .2 R-19 -1 -2 -2 4. Slab Edge Insulation 17 15 13 11 9 7 -- Number of Stories 25' 22 19 16 R -value One Two Three R-0 0 0 0 R-5 8 5 2 R-7 8 6 3 F2 factor 0.90 -4 3 -1 0.80 -1 -1 0 0.70 - 2 2 1 0.60 6 4 2 0.50 9 6 3 0.40 12 8 4 5. Infiltration (Air Leakage) Specification Points Standard ," 0 6. Glass Heat Loss Total Effective Percent Glass Slab Floor Raised Floor U -value (percent Slaw x SC) Percent�_ Effective Two Three 51 to .41 to .31 to 0.30 or Glass Single 116P1.60 .60 .50 .40 less 50 -121 -53 -39 -24 -10 4 40 -90 37 -26 -14 3 8 35 -75 -29 -19 -9 1 10 30 -61 -21 -13 -4 4 12 29 -58 -20 -12 -3 5 12 28 -55 •-18 -10 -2 5 13 27 -52 -17 -9 -2 6 13 26 -49 -15 -8 -1 7 14 25 -46 -14 -7 0 7 14 24 -43 -12 -5 1 8 14 23 -40 -11 -4 2 8 15 22 -37 -9 3 3 9 15 21 -34 -7 -2 4 10 15 20 -31 -6 0 5 10 16 19 .-29 -4 1 6 11 16 18 -26 -3 2 7 12 16 17 -23 -1 3 8 12 17 16 -20 0 4 9 13 17 15 -176 10 13 11 10 14 17 14 -14 2.00 7 10 14 18 13 -12 14 8 11 15 18 12 -9 6 9 12 15 19 11 3 7 10 13 1619 +15 10` -3 9 11 14 17 . 19 9 -1 10 13 15 17 20 8 2 12 14 16 18 20 7..Shading (Shade Open) Effective Percent Glass Slab Floor Raised Floor Effective Percent Glass (percent Slaw x SC) In attic) Effective Two Three (percent glass x SC) -5 -4 -2 Effective -1 %Gim Nods Esq %Glass North East South West Skylight 18 5 1 4 1 na 16 4 2 5 1 na 14 4 2 5 1 na 12 3 3 5 2 na 11 3 3 5 2 na 10 2 3 5 2 1 9 2 3 5 2 2 8 2 3 5 2 2 7 1 3 4 2 2 6 1 3 4 2 3 5 1 2 4 2 3 4 0 2 3 1 3 3 0 1 2 1 3 2 0 0 1 0 3 1 -1 -1 -1 -1 2 0 -1 -2 -4 -2 0 na = not allowed -1 -9 1 1 a3. Shading (Shade Closed) Effective Percent Glass Slab Floor Raised Floor Mass (percent Slaw x SC) In attic) Effective Two Three 0.0 -8 -5 -4 -2 -1 -1 %Gim Nods Esq South. West SkAht 18 -14 -48 -69 -64 na 16 -12 -42 -59 -55 na 14 -10 -35 -50 -46 na 12 -8 .29 -40 -37 na 11 -7 -26 -36 -33 na 10 .-6 -23 -31 -29 -74 9 -5 -20 -27-25 9 -65 8 -5 -17 1-n -21 -56 7 -4 -14 -19 -18 -47 6 -3 -11 -15 -14 -38 5 -2 -9 -11 -10 -30 4 -1 -6 -8 -7 -23 3 0 -4 -5 -4 -16 2 1 -1 -2 -1 -9 1 1 1 1 1 -4 0 2 3 4 3 0 na . not allowed 0 -11 .9 0.20 3 2 9. Interior Thermal Mass Interior Slab Floor Raised Floor Mass Stories Stories In attic) /CFA One Two Three One Two Three 0.0 -8 -5 -4 -2 -1 -1 0.1 -8 -5 -3 -1 0 0 0.3 -7 -4 -2 0 1 1 0.5 -6 -3 -1 1 1 2 0.7 -5 -2 -1 1 2 2 0.9 -5 -1 0 2 3 3 1.1 -4 .1 1 3 4 4 1.3 -3 0 2 3 4 5 1.5 -3 1 2 4 5 5 2.0 -1 2 4 5 6 7 2.5 0 3 5 7 7 8 3.0 1 4 6 8 8 9 3.5 2 5 7 9 9 10 4.0 3 6 8 9 10 10 4.5 3 7 8 10 11 11 5.0 4 7 9 11 12 12 5.5 5 8 9 11 12 12 6.0 5 8 10 12 13 13 6.5 6 9 10 12 13 13 7.0 6 9 11 13 13 14 7.5 6 10 11 13 14 14 8.0 7 10 11 13 14 14 8.5 7 10 12 13 14 15 10. Exterior Wall Thermal Mass 16 or Exterior Single- Single - -15 -5 +5 Wall Family Family Mult -30 Mass Detached An3ched Family 0.00 0 0 0 -11 .9 0.20 3 2 1 6.6 0.40 5 4 3 -2 0.60 8 6 4 () 0 0.80 10 8 5 8.0 1.00 13 10 7 4 1.20 13 12 8 14 12 . 1.40 12 13 9 10.0 1.60 10 13 11 10 1.80 10 12 12 c3 19 2.00 10 11 13 12.0 11. Heating System 26 22 18 14 SE or HSPF 13.0 33 29 24 (assumes ducts In attic) 15 10 None Sum of 14 Control Adjustment 0 0 -25 or -24 to -14 to, -4 to +6 to 16 or SE HSPF less -15 -5 +5 +15 more 0.72 6.60 0 0 0 0 0 0 0.75 6.88 3 3 3 2 2 1 0.80 7.33 8 7 6 5 4 3 0.85 7.79 13 11 10 8 7 5 0.90 8.25 17 15 13 11 9 7 0.95 8.71 20 18 15 13 11 8 -45 Effective SE or HSPF -15 (SE or HSPF x duct efficiency) .9 Effective -25 or -24 to -14 b -4to +610 16 or SE HSPF less -15 -5 +5 +15 more 0.30 2.75 -73 -64 -56 -47 -38 -30 na 3.41 -45 -39 -34 -29 -24 -18 0.40 3.67 -34 -30 -26 -22 -18 -14 0.50 4.58 -10 -9 -8 -7 -5 -4 0.56 5.13 0 0 0 0 0 0 0.60 5.50..5 5 4 3 3 2 0.70 6.42 17 15 13 11 9 7 0.80 7.33 25' 22 19 16 13 10 0.90 8.25 32 28 24 20 17 13 1.00 9.17 37 32 28 24 19 15 Zonal Control Adjustment 0 System Type 0 IE None Resistance 10 9 7 6 4 3 Other 6 5 4 3 2 2 12. Cooling System Unit Size (so Water 1 SEER (assume; ducts In attic) 1200 1700 2200 Sum of 7-10 Heater Credit or to -25 or -24 to -14 to -4 to +6 to 16 or SEER less -15 3 +5 +15 more 8.0 -14 -12 -10 -8 -6 -4 8.5 -9 -7 .6 -5 -4 3 8.9 -5 -1 -4 -3 -2 -2 9.0 -4 .3 -3 -2 -2 -1 9.5 0 0 0 0 0 0 10.0 4 3 3 2 2 1 10.5 7 6 5 4 3 2; 11.0 -10 9 7 6 4 3 12.0 15 13 11 9 7 5 13.0 20 17 14 12 9 6 -12 -10 Effective SEER ,90% POU -18 (SEER x duct efficlency) -9 -7 -6. Sum of 7-10 None -5 -3 E8ec*9.25 or -24 to -14 to .4 to +6 b 16 or SEER less -15 -5 +5 +15 more 5.0 -30 -25 -21 -17 -13 -9 6.0 -12 -11 .9 -7 -6 -4 6.6 -5 -4 -4 3 -2 -2 7.0 0 () 0 0 0 0 8.0 9 8 6 5 4 3 9.0 16 14 12 . 9 7 5 10.0 22 19 16 13 10 7 11.0 26 c3 19 15 12 8 12.0 30 26 22 18 14 9 13.0 33 29 24 20 15 10 None Zonal Control Adjustment 0 0 10 3 7 6 4 3 5 No Cooling System Installed 3 HP Stories One -5 -4 -4 -3 -2-2 Two + 3 3 2 2 2>r 1 Single -Family Detached and Attached Point System Summary: Climate Zone 11 SCORE CARD Measures 1. Ceiling Insulation -W or R-value[38] U -value [0.030] 2. Wall Insulation or R-�value [ 11 U -value 10.0981 3. Raised Floor Insulation 4. Slab Edge Insulation 5. Infiltration 6. Glass Heat Loss 7. Shading (Shade Open) a. North b. East c. South d. West e. Skylight 8. Shading (Shade Closed) a. North b. East c. South d. West e. Skylight 9. Interior Thermal Mass 10. Exterior Wall Mass 11. Heating System Zonal Control?. ( Y / N ) 12. Cooling System . Zonal Control? ( Y / N ) 13. Water Heating or R -value [ 191 U -value [0.037] _R --a or R -value [01 F2 factor [0.77] - Standard 400te Type [double] U -value [0.651 Point Scores 0 A-�� % Total Glass [16) - Sum 1-0 �% Qlass ,/SSC EJ. Ql s • ' . ` X D X = o X %s Eff. % G ss 64- X 53 X tm XQ= r X'I&L= Ast - TYPE 1• t•1ASS AREA % InteriorM.iss/CFA COND. FLOOR AREA TYPE 2MASS ®R REA 8 Exterior Wall Mass OND. L OR AREA 64 X - SE or HSPF Duct Efficiency (0.78) Effective 10.72/6.61 HSPF 0.56/5.15] X ®. _ ; SE [9.5] Duct Efficiency [0.74) Effective SEER (7.031 Type [SG) Credit [none] Point Total: I Sum 7.10 Unit Size (so Water 1199 1200 1700 2200 2700 Heater Credit or to to to or Type Type less 1699 2199 2699 more SG None 0 0 0 0 '0 or Solar 12 8 6 5 4 " HP HWR 8 5 4 3 3 WSB 5 3 3 2 2 POU f" 5 �. 4 3 3 SE None -27 -24 -18 -15 -12 Solar -1 -1 -1 0 0 207 HWR -18 -12 -9 -7 -6 55%'60% WSB -25 -16 -12 -10 -8 ,90% POU -18 - -12 -9 -7 -6. IG None -5 -3 -2 -2 -2 2.1 Solar 7 5 4 3 2 3.6 POU. 3_ 2 1 1 1 IE. None -23 -19 -14 -11 -9 1 Solar 8 5 4 3 3 2.5 POU. -10 -6 -5 -4 -3 4 Multi -Family (Individual 4.4 units) 4.8 5 5.2 5.4 Unit Size (so 0.3 Water 0.8 699 700 1200 1700 2200 Heater Credit or b to to or Type Type ta;s 1199 1699 2199 more SG None 0 0 0 0 0 or Solar 14 7 5 4 3 HP HWR 9 5 3 2 2 3.9 WSB 9 4 3 2 2 5.3 POU 9 5 3 2 2 SE None -45 -23 -15 -11 .9 2.8 Solar 2 1 1 0 -0 4.3 HWR. -23 -12 -8 -6 -5 5.7 WSB -25 -13 -8 -6 -5 1.7 POU =23 -112_^8 ZS -6 -5 n None 8 -4 -3 .2 i -2 4.6 Solar 6 3 2 1 1 6.1 POU 1 0 0 0 0 IE None 30 -15 -10 -8 -6 3.5 Solar 18 9 6 4 4 4.9 POU ` 8 -4 -3 -2 -2 Point System Summary: Climate Zone 11 SCORE CARD Measures 1. Ceiling Insulation -W or R-value[38] U -value [0.030] 2. Wall Insulation or R-�value [ 11 U -value 10.0981 3. Raised Floor Insulation 4. Slab Edge Insulation 5. Infiltration 6. Glass Heat Loss 7. Shading (Shade Open) a. North b. East c. South d. West e. Skylight 8. Shading (Shade Closed) a. North b. East c. South d. West e. Skylight 9. Interior Thermal Mass 10. Exterior Wall Mass 11. Heating System Zonal Control?. ( Y / N ) 12. Cooling System . Zonal Control? ( Y / N ) 13. Water Heating or R -value [ 191 U -value [0.037] _R --a or R -value [01 F2 factor [0.77] - Standard 400te Type [double] U -value [0.651 Point Scores 0 A-�� % Total Glass [16) - Sum 1-0 �% Qlass ,/SSC EJ. Ql s • ' . ` X D X = o X %s Eff. % G ss 64- X 53 X tm XQ= r X'I&L= Ast - TYPE 1• t•1ASS AREA % InteriorM.iss/CFA COND. FLOOR AREA TYPE 2MASS ®R REA 8 Exterior Wall Mass OND. L OR AREA 64 X - SE or HSPF Duct Efficiency (0.78) Effective 10.72/6.61 HSPF 0.56/5.15] X ®. _ ; SE [9.5] Duct Efficiency [0.74) Effective SEER (7.031 Type [SG) Credit [none] Point Total: I Sum 7.10 r Interior MasslCFA tlyre 2 was • _ 11. MIMC 4.21 4-peted .1•b) t T&SPE I MAS9 (UIMC & 4.2, le: ex osed slab) .�- -- _ . 09'. 5% 10% 15% 207 25% 30Y. 35% 40% 4S% 50% 55%'60% 04 70% 75% 80% 65% ,90% 95% 100% 105% 110116 115% 1207 125• 0% 0 '0.2 0.4 0.6 0.8 1.1 1.3 1.5 1.7 1.9 2.1 Z3 2.5 2.7 2.9 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.8 5 5 3 10% 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.9 2.1 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.7 4 4.2 4.4 4.6 4.8 5 5.2 5.4 20% 0.3 0.6 0.8 1 1.2 1.4 1.6 1.8 2 2.2 24 Z7 Z9 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.8 5 5.2 5.4 56 30% 0.5 0.7 0.9 1.1 1.4 1.6 1.8 2 2.2 2.4 2.6 2.8 3 3.2 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 58 40% 0.7 0.9 1.1 1.3 1.5 1.7 1.9 2.2 2.4 2.6 2.8 3 3.2 3.4 3.6 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9 5095 0.9 1.1 1.3 1.5 1.7 1.9 Z1 Z3 ZS Z7 3 3.2 3.4 3.6 9.8 4 42 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 55% 0.9 1.1 1.4 1.6 1.8 2 2.2 2.4 2.6 Z8 3 3.2 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 5.8 6 62 60% 1 1.2 1.4 1.7 1.9 Zt 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 ' S 5.2 5.4 5.6 5.9 6.1 63 65% 1.1 1.3 1.5 1.7 1.9 2.2 2.4 2.6 2.8 3 3.2 3.4 3.6 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 55 5.7 5.9 6.1 64 70% -11 1.4 1.6 1.6 2 2.2 2.5 Z7 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.6 4.8 5 52 5.4 5.6 58 6 62 64 75% 1.3 1.5 1.7 1.9 Z1 2.3 Z5 2.7 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 80% 1.4'+;1.6 1.8 2 2.2 2.4 26 2.8 3 3.3 3.5 3.7 3.9 4.1 4.3 4.S 4.7 4.0 5.1 5.4 56 5.8 6 6.2 64 66 85% - 1.4 1.7 1.9 2.1 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 5 52 54 5.6 59 6.1 63 65 67 90% 1.5 1.7 2 2.2 Z4 U2.8 3 3.2 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 5.1 53 5.5 5.7 5.9 6.2 6.4 66 68 95% 1.6 1.8 2 2.2 2.5 . 2.7 2.9 3,1 3 3 3.5 3.7 3.9 4.1 4.3 4.6 4.8 5 5.2 5.4 5.6 5.8 6 6.2 6.4 6.7 6 9 100% • 1.7 1.9 21 2.3 2.5 Z8 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 6.7 7 105% 1.8 2 2.2 2.4 2.6 2.8 3 3.3 33 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.4 56 5.8 6 6.2 6.4 6.6 68 7 110% 1.9 2.1 2.3 2.5 2.7 2.9 3.1 3.3 3.6 3.8 4 4.2 4.4 4.6 4.8 5 5.2 5.4 5.7 5.9 6.1 6.3 6.5 6.7 69 7.1 115% 2 2.2 2.4 2.6 2.83 3.2 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9 6.2 6.4 6.6 6.8 7 7.2 120% 2 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.4 4.6 4.8 5 5.2 5.4 S.6 58 6 6.2 6.5 6.7 6.9 7.1 73 125% 2.1 2.3 2.5 2.8 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 6.7 7 7.2 7.4 Point System Summary: Climate Zone 11 SCORE CARD Measures 1. Ceiling Insulation -W or R-value[38] U -value [0.030] 2. Wall Insulation or R-�value [ 11 U -value 10.0981 3. Raised Floor Insulation 4. Slab Edge Insulation 5. Infiltration 6. Glass Heat Loss 7. Shading (Shade Open) a. North b. East c. South d. West e. Skylight 8. Shading (Shade Closed) a. North b. East c. South d. West e. Skylight 9. Interior Thermal Mass 10. Exterior Wall Mass 11. Heating System Zonal Control?. ( Y / N ) 12. Cooling System . Zonal Control? ( Y / N ) 13. Water Heating or R -value [ 191 U -value [0.037] _R --a or R -value [01 F2 factor [0.77] - Standard 400te Type [double] U -value [0.651 Point Scores 0 A-�� % Total Glass [16) - Sum 1-0 �% Qlass ,/SSC EJ. Ql s • ' . ` X D X = o X %s Eff. % G ss 64- X 53 X tm XQ= r X'I&L= Ast - TYPE 1• t•1ASS AREA % InteriorM.iss/CFA COND. FLOOR AREA TYPE 2MASS ®R REA 8 Exterior Wall Mass OND. L OR AREA 64 X - SE or HSPF Duct Efficiency (0.78) Effective 10.72/6.61 HSPF 0.56/5.15] X ®. _ ; SE [9.5] Duct Efficiency [0.74) Effective SEER (7.031 Type [SG) Credit [none] Point Total: I Sum 7.10 Certificate of Compliance: Residential IqR7hV#R BUILDING DATA Coitioned Floor Area low nab0aised Floor ] Single Family Detached (SFD) [ ] Single Family Attached (SFA) (] Multi -Family (MF) BUILDING SHELL INSULATION Number of Stories 4 Number of .Units [ ] Addition Alone [ ] Existing Building [ ] Existing -Plus -Addition Component Insulation Location/Comments Type R -Value (attic, to Pwaee. "ical. Roof ............. Floor ............. Floor ............. Slab Edge..... GLAZING Shading Devices Climate Zone 11 Glazing Area Glass Type Interior Exterior Overhang Framing Type Orientation (Sf) (sinele.double) (reUer Matti. etr 1 /el.ed.r<e. — North Aum I, North ( ) East East ( ) SouthIL Sou Lh ( ) West West ( ) Skylight....... THERMAL MASS Type/Covering Area Thickness (slab/exposed, tile, etc.) (SO (inches) LOcadon/DCScription (kitcheru bath etc.) n V Al; b Y b1 r,MJ Minimum Duct Type (furnace, air Efficiency Location Duct Output conditioner, heat pump) (SE, SEER,HSPF) (attic, etc.) R -Value (Btuh) /Na 11 Manufacturer / Model # Maximum Fumace Heating Output: Btuh HOT WATER SYSTEMS Tank Manufacturer/Model # System Type (storage gas, etc.) Capacity (or approved equal) Soecial Features) s —�tttttr�� SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) - Mandatory Measures Checklist: Residential MF -IR NOTE: Lowrise residential buildings subject to the Standards must contain these measuru regardless of the corniiance approach used Items marked with an asterisk (•) may be superseded by more stringent compliance rcgwrernents listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCUP ION DESIGNER FNFORCEMENr Building Envelope Measures §2.5352(a): Minimum ceiling insulation R-19 weighted average. §2.5352(b): Loose fill insulation manufacturer's labeled R -Value. *§2-5352(c): Minimum wall insulation in fumed walls R-11 weighted average (does not apply to exterior mass walls). §2.5352(k): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. §2.5311: Insulation specified or installed meets California Energy Commission (CEC) quality standards. Indicate type and form. §2.5352((): Vapor barriers mandatory in Climate Zones 14 and 16 only. §2.5317: Inf ltration/Exfiltration Controls a. Doors and windows between conditioned and unconditioned spaces designed to Emit au leakage. b. Doors and windows certified. c. Doors and windows wcatherstripped: all joints and penetrations caulked and snkd. 12-5352(e): special infiltration barrier installed to comply with 12-5351 meets CEC quality standards. §2.5352(d): Installation of Fireplaces 1. Masonry and factory -built fireplaces have: a. Tight ratting, closeable metal or glass door b. Outside au intake with damper and control e. Flue damper and control 2. No continuous bunting gas pilots allowed. HVAC and Plumbing System Measures 62-5352(8) and 2-5303: Space conditioning equipment siring: attach calculations. 12-5352(h) and 2.5315: Setback them o= on all applicable heating systems. • 12-5316(a): Ducts constructed, installed and insulated per Chapter 10, 1976 UMC. i 12-5316(b): Exhaust systems have damper controls. c §2.5314 : Gas-fired () space heating equipment has intermittent ignition devices. §2.5314: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. §2.5352(i): Water heater insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater): fust 5 feet or pipes closest to tank insulated (R-3 or greater). §2.5312(Exception 1): Pipe insulation on steam and steam condensate return R recirculating piping. §2-5318(d): Swimming Pool Heating 1. System has: a. On/off switch on heater. b. Weatherproof instruction plate on heater. c. Plumbed to allow for solar. 2. 75 percent thermal efficiency. 3. Pool cover. 4. Time clock. 5. Directional water inlet. Lighting and Appliance Measures §2-5352(i): Lighting - 25 lumens/watt or greater for general lighting in kitchens and bathrooms. §2-5314(c): Gas fired appliances equipped with intermittent ignition devices. §2-5314(a): Refrigerators, refrigerator -freezers, freezers and fluorescent lamp ballasts certified by the CEC. Indicate make and model number. COMPLIANCE STATEMENT This certificate of compliar= lists the building features and performance specifications needed to comply with Title 24. Chapter 2-53 and Title 20, Chapter 2. Subchapter 4. Article l of the California Administrative code. This certificate has been signed by the individual with overall design responsibility and the building owner. who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. Designer Building Owner Name: Name: Tak/Ftrts: TitkJFum: Asea:: Address: Telephone: Telephone: l,ic. 0: 'X/ (signature) (date) (signs (dart) Documentation Author Enforcement Agency Name: Name: tdeJFitrtL Addmss: Tekome: __ __ _ - _ _ _ , -: _: - ..: - --.-- _ _ _-,.ry.�-, pppp- ... ... ....... .... . . .. ....... ............... . . . . ...... ...... .. ....... .... .............. .. . ....... . ............. . . ........ .. "Ov*10mo Oft"Mm" mo���o 04too"g , �,ml ro W* W, ft" 0"I�m ioro 0 1 ft�� Illoo I w#*,w, 0 111", omomp-Atof