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HomeMy WebLinkAbout065-520-017n ?��M..k� �1 17•x. -'�'1' 1 ! f ,��� _ Al� � _ _ r � *• � fns �. � Y .'viffwti 1� 25 '4 r 41 .q �i pNp 1 � CflI Lid � �;� RESIDENTIAL Y -17 �i 5 92-1669 BPEM GILBERT, Jack & Camalyn 15456 Coutelenc Rd, Magalia new sf 0 k F 2 F'4-0 F -f 2 U/,4 PF)&4E SEAM SfiRhPS d— P -x(2 HELD F( FOS S AYS tof L -11) "G f—Ta-An A:J..b,,r-& CERT(F T- v\ s (je, `tZ - I (0q Ll z 1, OFFICE COPY Address �Y GAS Meter By Date ELECTRIC Meter By- *A A Date! r - - — - j OFFICE COPY AddressGI GAS .Meter I r JOB FINALE Signature A_ J=OK O= Not OK No Readyable = MOBILE HOMES ' Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / P1 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 P MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1.,Zoning Requirements -Setbacks -Easements v 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric _ 8. Frmg; Sils-Anchors-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 0 J =. OK O -'Not OK N=*Notcable RESIDENTIAL (; `- Not.gead-�{eady Date UND FL OR (Plans) OK except #'s Zo g-Setbeeks- as ents-FIa1Td Slgga J�L Main; s Elec. Grn .-*a" Ftg. Depth Garage; Soils t lec. Grnd.-/JZ" Ftg. Depth Ft „ Porches & Decks; Soils -Steel-/ /Ftg. Depth S-LOTwalls, Main; Steel-Bl_gckouts-Wrapped Stemwalls, Garag a lockouts -Wrapped 6a. Hold Downs and Special Anchors �fed I b; S el -Wrapped �? P rs F4epta> 2ftEj-Steel —0W- V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 1j�/TUF. Gas Pipe; Size -Anchors - yard gas piping: size -test Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground tylplenums & Ducts; Clearance -Material -Support -Ins. it/5rders-Sills-Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Da�,G`1 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permil),OK except #'s S. Water Htr.(:Ve t- ccess-Combustion Air -Baffle --------- --- -------------------------------- ate --------- r Pipe; Test &Anchor -Nail Protection --------------------------- �.W.V.: Test -Fittings & Anchor -Nail Protection --------------------- — ------------------- 19. Shower Pan: Test. First Floor -Tub Access --------------- ----------------------------- 20. Test - Tub &Shower, Second Floor -Tub Access ----------------------------- ----------------- -- 21. Gas Pipe: Size & Anchors ------------------------------- ----------------------------------- Date and B-1 r Date — - Card B_t Date Card B -t Date Card B -t Date ELECTRICAL (Pbrmit) OK except #'s ,2'rFixture & Transformer Clearance -Ins. Protection ----------- -------------------------------------------------------- Elec. Receptacles Spacing -Lights & Switches at Doors ------------ ----------------------------------------------------------- 4. Size Boxes & No. of Conductors_Stapled --- --- .2e� Equip Romex Installed Close to Edge of_Studs & C.J. c; nd-made-up- w!Mech Fastners- nd Ga WdTe-er ---------- Gr ---------------- ----------------_. ----------- ________ 2�Appliance Circuts in Kitchen & Conductor Size/GFI 2�ubfeed Wire Size Zr ga. Cu orilaqlA.C. Wire Size ! ! ga. Cu or At 26Y Range Circ. / ga. Cu or AI -Oven Circ. /10 ga.©or Al. Insulated Neutral )R Yes ❑ No ---------------------------- ----------------------- - ------------- 391.'-Service-Riser Conductors & Ground -Main Disconnect - ------------------------------------------------ :s -Equip. Clearances Panels-Motors-Mech. Equip. -------- ------------------------------------------------------------ 3 Clothes Closet Light -Shower Light -Spa Light ------------ --------------- -------- --- - ---- ------ --------- - 3$ -Smoke Detector -------------------------------------------------------------------------------- Date Card B-1 Date Card B-1- - -------- -12.-�y--- - -------------------------------- Date Card B -t Date Card B-1 Date MECHANICAL (Permit) OK except #'s -------------34.-.A.-C.- Ducts Insulation-&--Support------------------------------------------------------------ 35. Vent Fan: Exhaust above insulation ----------------------------------------------------------- ....... ----------- 36. Condensate Drain & -Overflow- -: Size -&-Grade- nance-Vent: ccess-Comb Air -Return Air Vent -115 outlet --- -- --- ----- - -------------U - —--------------------------------------------------- 38. ------- ------------------------------------- 38. Attic Access & Platform if Furnance in Attic ---------------------------------------------------------------------------------- --------------------------------------------------------------------------------- Date (1 , L"I Card _B- 1 -- - Date --- -- -- Card -B_1 -- Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s Sits. Proper Material & Anchors ------ ---- -- -------- --N- --- ---- -- - ------------------- - 4 : Walls- --S-tudsaili--- ng. Spaci-ng-&-Bracing-Plates-Sound-------------- ----------------------------------------------- --- Be---- Walls over Girders & Floor Nailing --------- qtr Draft Stop in Walls (rat proof) - ---------------------------------------- 4ZFire Stops: Furred Ceilings -Stairs -Chases -Tub --------------------------------------- - ----------------------------- 44!Headers & Beam -Size & Bearing jingle & Duplex) Date FRAMING (Continued) 45. HVgers-Post Caps -Anchors -Connectors CIng. Joist-Rftr. ties-Purlin—roof Brac-Truss-Shthn Rfn 4�,Aireplace Ties or Type A Flue -Fireplace Throat clearance 4 Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles ----- -- 49,Jadrm. Windows or Exiting Doors-Sill'Hgt. & Dimensions 50 rage Fire Protection Framing 51„Property Line Firewall & Openings _ 57,,,Ext. Doors -One 3=Check Garage -3rd Story, 2 Exits 5 tairs; Width -Headroom -Rise -Run -Landing -Fire Protection -- -- 5�plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55ding-Nailing Veneer 56.-61ticco Mesh -Drip Screed -Fd. Vents-Underflr. Access ­0 Glazing Area -Glass Protection -Skylights -Plastic q hear Walls; Nailing -Bolts ttd,n el GG 5 su Ce' 0 filtra n -W Win -Date-C W_(�Card B_1- �- Date _ Card B-1 Date and B -t Date Card B-1 Date FI L (Plans) OK except #'s 1. E ;t Steps -Door & Sidelight Protection -Landings Smoke Detector 63. Furnace: Vents -Clearance -Comb. Air -Connector - In Garage: Above FI r -Ducts -Meth. Protection BedrooExitin 6 F I ,.-��6-aa xtures &Tub Access -Spa ........... LiSubpanel_Breaker Sizes & Labels 67. ........... Firepla a or Stove: Clearances -Hearth /'69e�c. Outlets at Wood Panel, Int. & Ext. --ZW Kit.F' & Appliance: Grnd.-Air Gap -Cooking Clearance lettlets &Receptacles at Kit. Counter -- - - -- -- ---- - - --- — Garage Fire Door: Swing -Landing -Closer ---------- - ---------- -- - -- /J. A.U. putt in Garage-uamper -- O­Wrr. Htr.: Vents -Clearance -Comb. Air-Connectorctor In __Above Floor-Mech. Protection ---- let. &Mech. Equip. Listed for ation eceptacles in Garage; -RomjQ15rotection------------ r -- ------ . Insu 'on -Foam -Looked in Attic ❑ Yes - ------ ------------ ------------- Guar ails & Deck Construction -Post Caps ------------- - ---- --- '7 dn. Vents & Crawl Hole or -Drainage & Wood -Earth Clearance �Lojoked un r Floo ❑Yes -----------------Clrance d0. Following i. ive es' ❑ No; WalksPlanters es o ------------------------ ❑ No; it: Disconnect_ Electrical, Plumbing a bove Roof: Plbg.-Appliance-Fireplace.-Clearance to iser Well: sconnect, Electrical, Plumbing --- E-- o --ec.-Trim; G F.I.. Receptacle=Underground — - V ation Th out House - . . -- . . --------------- to c o o n -------------- ...... ... - -la s-teat----------------------------------e— rections from Previous Inspections - d9. Ga est -Meters Tagged; Gas -Electric W r-& Sewer Connected -C/O to Grade -HD Approval - - - - —-------- --- ----- - - - - - - ----- -- ----Cllr----------------- nergy Compliance Certificate -Other Certificates Date / Card B -t Date - Card B-1 Date Card -6- t Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE f BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891=2751 7 County Center Drive, Oroville, CA - (916) 538-7541 _ 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE 1 O.v 9y-�szs OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the aboveaddress and s�d-be corrected. Please notify this office when correction of work �'• is completed. If rave any questions pertaining to this matter, or need additional explanation, please coi th' offiKediately. r 121 —Zeetw��il/moi !�' i. 1/1 Ci -0 i Csi J i A 3 t Date inspector REV 1042 Date /0' 1--)- 741 Inspector T E A&v REV 10192 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES . . 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE' 9q OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at c 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. ! P Lu•-e Q� �. �s • ,9 Y • .5 ...moi .. _ 141 - x>j Date /0' 1--)- 741 Inspector T E A&v REV 10192 y' 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 t" .M 5: Date Inspector REV 11/81 a CORRECTION NOTICE T a 52 OWNER PI i/ PERMIT NO. �Cl A routine inspe 'on indicates that the following vi o s of Butte County Ordinances exist at the above address a ould be cor ease notify this office when correction of work t is completed. If you have any questions pertaining to this matter, or need additional explanation, ple s contact this office immediately. Eq%se 790-51 IL� 96 s 1'2oVl1b� Cin (ANS ('�/Lrl�(CA (FS- '': o SA FiF ry G LAss t,\) i T w i IV O F 606 S l-Lf .s. Stl� F2, CZ�C 'fAIR {f'b i LJ.32 ,7J\SS A 1 STwV4 � U&Iiiw s (LP6F,)-14 it AIZAI- - 'go�ll� ��s t" .M 5: Date Inspector REV 11/81 a � .... � wa. _ 1,.v: -cam � .-•_,- -..+'l..r< .:�-" i:.-"'��-�%'''°_-. ,:.s-,. . COUNTY OF BUTTE BUILDING DIVISION ' . DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 8911-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE G) I usp (Z. -T, .9e-/667 OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, p1ease contact this office immediately. 1�2o J A lP P R.vy A c, F,) 2 G A R -A G F S T'EM In/q LL ENr.IAJ& (Z (AP; , a- Sr L Q A t s 2"' CCE Q U St o T S1 if L A sN f l AU -5 1nl 6,A(ZAG5_ 14 a- � � ` CNG1-4E�(L1„/r (iiF i`NCaINTE(Ztre(C) IKi.Z�,tAiM1), Y-�le" tKYAN5i\1f S6 R� r�5:.eczsa►v. h RtA . 14oc Date 9 - z 9 3 Inspector REV 10/92 GI�7F'I�!.I'f1A1 Ii7.' F.� c• �� ••>t A PA. owl uertinc 0 .1 orml Certificate ,_ N? 9 4 1 9 -91 If THE UNDERSIGNED MANUFACTURER HEREBY CERTIFIES that the structural wood products identified below and marked with a collective mark of Amet ictan Wood Systems (AWS) were man- ufactured in accordance with the specifications indicated below. ;a ANSI Standard A190.1-1983, for Structural Glued Laminated Timber 0 .0 Job Name ,OF'/� Jae i,ocaUon 9 wB-22172 Date 7-14-92 Mr�r$ �rc�ar r•lo. 09-00447 G�3i0mbr'5 Grder t•1o. ,�_ ..__._ __ �...__.....-._.,,_.. v vii - [//6' t 120 2-14 C. my t3OTSt. CASCADE CORP_Addreas P. 0. BOX 50 __ �y BOISE, IDAHO 83)28 IT HEREBY CERTIF=IED ;hat the structural glued laminated timber production of the shove -named Manufacturer whioh'carries a collective mark of American Wood Systems ;AVVS) is subject to regular audit by American Wood Systema, such audit consisting of the inspection with reasonable frequency c;f the manufacturing process, with adequate sampling to verity the quality of glularn construction and the adequacy of glue bond. Jy Y, Michael R. O'Halloran Executive Vice: President �� Ar; SR,r_Arl WG; D SS-I'Firli — A R[LArf(: iF AAAEAIICArl i Y`td,' ^ 1;J 10f. I 'ij AL:- ­ APPROVED BY: INVOICE WELCOME TO MEEKS!!! MEEKS CHICO SOLD SHIP TO: (SAME AS SOLD TO UNLESS NOTED BELOW) TO: MESSENGER CONSTRUCTION MESSENGER CONSTRUCTION MAIN -ACCOUNT J-GILBERT/15456MUTOLENC 5568 CLAIFORNIA ST. 5568 CLAW ST NORD, CA 95926 NORD, CA 95926 cuowlef Coda Sequence t 'DESCRIPTION 06/20/94 Transaction Dela Store No. S Wmlu, I Term_ MESSC082 490695 38:1373205 62394 1 1 6 0 71301 Ordered B IP.O. No, Job Estimate 68907 ITEM NUMBERLIUAN. 01`113 SHPD. 'DESCRIPTION 06/20/94 Y 28 28 S -3/J'112' GLU LAM BEAM 24F -V4,/ 1721.98 518G y 16 46 5-1/pa' 10-1/2 GLU L(IM BEAM 24FV4 o'. 512G Y 22 22 i-I/BuWu GLU LAM BEAM 24F -V4 a122 6610F1 Y I V1 SX6 10 #1 & BTR DF 645 6616F1' X6 X6 OTR DF, -.-.54S., 668FI Y 6 X6 8 #1 & BTR DF S4S X6 61218FI�. Y I X12 18 #11 BTR OF 54S X12 6126FI Y I I X12 6 #1 & BTR DF 64S X Y :-'I I I X12 16.#1 4 BTR DF S4S X .P216F1­' 61212FI Y I X12 12 #1 & BTR DF S4S X I X 12 INV HD JOIST HANGER ST6224 2 1pk -1/16"X23-5/16" STRAP TIE ST22:-i- 10 N Vl� u STRAP'ST92 6612FI Y I X6 12 #1 & BTR DF 54S X X XP WIWI Y 2 X12 16 #1 & BTR DF §4S XP 4624F2 Y 2 2 X6 24 #2 & BTR DF .4618F2 Y I X6 18-#2 & BTR DF. -TE COMPLE IMPORTANT: ALL MERCHANDISE RETURNED SUIJJk:E;t IU A Mt: - Date Delivered 06/20/94 06/20/94 STOCKING CHARGE. SEE REVERSE SIDE FOR TERMS & CONDITIONS. SUB -TOTAL 1721.98 RECD. BY -DATE: Date Wanted Date Delivered 06/20/94 06/20/94 Salesman :o o u aR o OME TO MEEKS' I' INVOICE WELC SHIP TO: (SAME AS SOLD TO UNLESS NOTED BELOW) SOLD MESSENGER CONSTRUCT'..ON ► � TO: MESSENGER CONSTRUCTION " j41LBERT/15456COUT'U14C MAIN ACCOUNT 5568 CLAW ST 5568 CLAIFORNIA ST. NORD, CA 95926 atec NOR➢, CA 95926 r 'fle;pAi�Jed' Trensedbn 5� S'men. Written T� Dale , x,/16/94 06/16/94 , Cuelomer Code sequence No. 1 10 0 71301 ME55C002 488300 10:51 472220 61794 1 „ •:':, , Salesman,�'-' Job . Eatlmate.Nb:� . ,In1U�le1 , .,r� LEO FROST Ordered B 68747 RMG- DESCRIPTION ' ITEM NUMBER. t1PD 2X6 12 #2 &:BTR ➢F 2612E2_.,•- Y. • 90 '�T0;132.:f/2":. - _24926162 Y 250 50 X4 92'1/4 5T06BTR KD HF ST 269262 � • Y v'� 550 :� 2X6'92-114.' #2 � BTR- DF STUDS 261062 24 24 2X6 10 12 6 BTR ➢F 2, ;' CUT'TO.116'1/4' 5STSO 8 8 66 GV SIWERSf'I'! .i6NGVSB. Y 5 5. X50# :BOX 16 SGV SINKERS* 1 1 E501 B_OX 8 pow"I'S', CWB126 30 ' 30111'-4 WALL'BRACE 6121261 Y 1 1 GX12 12 #1 6 BTR DF S4S j 51` `':I ' 20 2 5-1/8'X1.3-1/2 GLU LAM BERM 24F 1/20 82 88 R 2X6 DF CUT 5T% l L8 MISC• , ; 40-7914-8 W8' 1/ 5-40 dJV 30-16 p8'25-3k-41 3-p"--51,3-613'`3-41•R' 3-7b% j,,'316 2X4 80-13/161-1 FI Ro TRIMMERS ^c480F2 Y 36 " LMISC 300 300 UMBER 2X1 �CUT 6 99" 4=123` 6616F1 :;Y 1 X6 16 #1 6 BTR DF SAS • CUT TO 4-48" ; :410662 . Y.: • ..1 1' 4X10 6.#2'& BT ' DF CUT TO 1- STK LUMBER �':�4Xlz 2/BTR C� � 1-96' 3.x"14- 1_ 1-01-76` OARE- , NS... SUB-TO IMPORTANT: ALL MER AN IS I�� C STOCKING CHARGE. CIRCLE TGMS - ' . DATE: �� I ' REVD. BY :j vim Installation Ceau-irate: Residential CF -6R BUILDING OWNER: 1 t�P�� . JQ�� tet; • c-'r"Ma L, t_ ,, A d ILDING PEP11IT BUILDING LOCATION: An installation certificate is required to be posted at the building site orior to the issuance of the occupancy permit. This form may oe used to meet these requirements. All appliance categories listed below -are the actual equipment installed. Note .tl4at the efficiency and type of the aooiiance installed must be eouivalent or better than the appliance specified on the Certificate of Compliance (CF -1 R). This cenificate (or its equivalent) shall be prepared and signed by the person(s) assuming overall . responsioility for the appliance installation. I, the undersigned. verify that the equipment listed in the category above my signature is the actual equipment installed and that the eouipment meets or exceeds the requirements of the Aopliance Efficiency Standards. In addition, 1 have verified that the equipment is equivalent to or more efficient than the equipment specified on the Certificate of Compliance submitted to demonstrate compliance with the Energy Efficiency Standards for residential buildings. HVAC SYSTEMS Note: Hydronic boiler information is entered here Water Heating Systems. Other hydronic or combined hydronic equipment is listed under Heating Equip. CEC Cartifled Actual Type (fumace, Manuf. Make & Efficiency heat Duma. etc.) Model Number (AFUE, etc Distribution Type and CEC Cartffled Cacling Equip. Compressor Unit' Actual Distribution Type (air cond., Manuf. Make & Efficiency Type and heat oumo. etc.) Model Number (SEER) Location Duct or Piping Duct or Piping 'R -Value P1"4, /9 �J (I ,Pw10-_9d o Z - Heating Load Before Over - Heating Equipment The building design heat loss and design heat gain rate have been determined using a method specified in Section `ItO(h) of t ner (ficien tar ds, and are two of the criteriia—used for equipment sizing and selection. ature Date HVAC Subontractor (Co. Name) or eneral Contractor or Owner ' WATER HEATING SYSTEMS Water Heating CEC Cartffled System Type Manuf. }wake & •(storage pas. etc.) Modei 'number Energy Rated' Tank Factor or Input (kW Capacity Recovery or Stun) (gallons) Efflcieng External Tank Standby' Insulation Loss (%) R -Value 1. =or small gas storage rratea inputs 75.000 i3turhrt, electric resistance and heat pump water heaters. list Energy Factor. .-- large gas storage water heaters rratea inout >75.000 Etwhri. list Rated Inout, Recovery Efficienc/ and Stancoy Lcss. For Instantaneous gas water nesters, list Rated Input ano Recovery Efficiency. ?or instantaneous electric water heaters. list Rates Input. FAUCETS & SHOWER HEADS v All faucets ana snowerneaas insiaileo are iistea in the Commission's Directory of Candied Faucets and Showerneaas. oursuant :o Title 24. Pan 6. Subcnaoter 2, Section 111. LLU_/�_ --AOL I idnature Date Plumoing ocontractor (Co. Name) or General Contractor or Owner THIS CERTIFIUATI BUST BE PROVIDED TO THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AIN -D A COPY SIIALL BE POSTED WITHIN THE BUILDING. JANUARY 1993 A i! i::�7.1.1��.r3��3� ..' ' �,eK>t11it No.�_. �L� K1._._1... ,.�_.n..•-'-._......... -. S N E It d Y 6 1 it T 15456 Cou_tolenc, Ma alis, Ca. x uAr10H DESCRIMMI (W I,"$'J1JtT;oq . 11001' �� x 'Ch [ ckneee (� nct►ee) - «,+� li X'1' IiR 1 U1L N1!.I..I � 3f RGl ASS BAT T fllickneEe(incht�e) 64 +*�-�+► I.TilG Hat.t: or III UlIkut Type FIBERGLASS 1'1T I'lilckn<:sa(lncices) FIBERGL SS I.4)(We FLI.l. 'type n 11Lninnlrn 'I'I►tck��oa�(�nca�ee) �. llhn - Arc:a cuver.ed(fl•. --• PI.Uillt, ELI1lA'fEl) F1BI:RGLASS BATTS 1'h .cknel:6*11 l'Ie Lekni:(Is (inch©elt)--,---� F ial l tJ[)A'f 1 UN WALL it,I t. a r I a l.._GI r� 'I'll.Lckuens(lnches) �� — --�•. n p y� ; orslrld N+ttu4,-Cube xhlx»ll Reeietattce (IL Vi�l.uu)_..,,-•T-,��.- arl+nd Name il v4t1tuj.�,R x11�ttal R a NIc�Bd Ntune MANV IUL.Lf5C:HlL Tberm�►1 Reeiatnnce(Et Ve�lue)._,_,,�_..�,.�T-.••_ Blre�nd N�une CE:RIAINTEau�_-_ Nwb6r of Begs 30 wt . par I -all TheKe'utl Raeletance(lt vplua)--R38,.�.,�,.-.__. gXalhd rinrne MANV II-t-E.-51-ILLI_ER Tholrnw�l lteeiatance(kt Val.ue),UAW 11040 ���;TrT.,.._, �rlttarntal Reelstence(It Value't_ :� hettesl Reaietance(It ValueL-„171'".-..-- i!,. tolled in the a'bova bui 0l ng 7 I,01:c11y cel'LifY thut the above lnsulatto" NBA ins Ra uiremet►te. 1 n conte nnance With tl►e State of t;l►1i i'Akn�d 1lnitclY 9 • 150 '' ` I int: I�KE: 04SUL AT I OV CO .. INC t1A11E%WHER _ SIC IME( E' INS'fA Apt?I.ICA'fOR G99 err• -- S'� TATA 6 Cottr�IZAC7ORLICEN9FS flo, November 23, 1994 r Iceroby cet:t:ify the aboVe in4ulation Mnd '�11 Leq�tired i uui.IdL�g pcler.tnlent approved plan:+ and Attaeldn111nta have I-c.lulred by the State of Californl.11 SnOrBy Regi ix e. All e.clu ipmellL , ""'"S 11110C If lcal.l.y approved and matelrialll 1114 by the State Of Ca I'11it1-�UME%1H1j&ft(p.leaee print) :t A'CU 1)F gP..lIEIUI, QONI'MC R tams ad ylwwn otr;l:lka been islstu11 ud A4 01 that quality prescribed or utp; 11�torrlia. :. Jr 7!, { TT_..-.. iA7� t:owitAC�B 1.[CNN91t,N0, DATE l 10 IF tt.ni. 1.11(6 CI:NT1Fj):CATE HUST IE ON FI1.Z NIT11OST6pI)jHG DNFTRTTMFta StI1.1.liNGE. 1 t1!;111'�a'PIuH �,P aovhI. AND A COPY 114LI4 .lander r 1944 THE .UNDERSIGNED. MANUFACTURER .HEREBY CERTIFIES that the. structural wood products. identified below and marked with a collective mark of .American Wood Systems (AWS) were - manufactured in accordance with the specifications indicated below. X63 ANSI Standard Al 90.1-1992, Ior Structural Glued laminated Timber Job Name WESTERN BUYERS INC. Job Location /S 'y, 6 L D U.T0 LC ELK GRUVE, ..CALIFORNIA. A CA Customers Order No. WB -23049 -Date 10-31-94 09-02585. - . Mfgr's Order.No ala it 4 ae:1LTSS ShX12 02�F�� �a / "]A- Nj I 7 V- A i I r' i l / I /J_ _ signature Tile QUALITY .CONTROL SUPERVISOR company BOISE - CASCADE.: CORP. Address P: 0. BOX 50 Date` BOISE,.IDAHO .83728 IT' IS HEREBY CERTIFIED that the structural glued laminated timber production' of .the above- named manufacturer which carries a collective mark of American Wood Systems (AWS) Is subject to regular audit by American Wood Systems, such.audit consisting -of the inspection with reasonable frequency of the manufacturing process, with adequate sampling -to verify the quality of glulam construction and the adequacy of glue bond. ytiC� 4�14Qggj�ytP�� aw� by r , Thomas G. Williamson •*fi +ice+ . Executive Vice President... - AMERr-AN WOOD SYSTEMS- A RELATED CORPORATION OP APA 12-16-1994 07:02AM 9166852831 A16 P. 02 Make sure inside of pipe is clean and free of cuttings and loose dirt. For CPVC and PVC pipe, chamfer the pipe end and apply primer to the fitting and pipe. Use a good grade of pipe cement, apply a moderate, even coat inside the fit- ting, then apply a liberal amount of cement to the outside of the pipe to socket depth. Assemble parts quickly while cement is still wet, twist pipe '1/4 turn during insertion, hold together for about 30 seconds. Support all horizontal pipe runs with proper pipe hold-down hardware at least every three feet. Vertical pipe runs must be supported every six feet. VENT TERMINATION LOCATIONS The air inlet and vent outlet must not terminate near walkways, under a covered area or patio, or into an alley or other publicly accessible area. The inlet and outlet should not terminate opposite a window where the air currents would draw the exhaust into the enclosure. The inlet and outlet should not terminate in an area where children or animals could block the pipe or otherwise disturb the pro- per operation of the heater. The exhaust outlet should not terminate on bushes or painted surfaces as the discharge could cause deterioration. The air inlet should not terminate within four feet of a clothes dryer vent or other area likely to have airborne dust or lint. The warm air that discharges from the vent outlet should not be used as a heat source. The air inlet and vent outlet termination must be installed with the following minimum clearances. 1) Twelve inches above grade level and/or twelve inches above maximum snow level. 2) Two feet horizontally away from any door or window. Do not install above or below a door or window. 3) Two feet horizontally from any under-eave vent, crawl' space vent or other gravity air inlet to the building. ' 4) Two feet horizontally from gas & electric meters. 5) Two feet from an inside corner formed by two exterior walls. 6) Four feet from any forced air inlet or outlet to the building, such as for a dryer, furnace or attic fan. 2 FT. 0 FIGURE 12 -1 8 CONCENTRIC VENT, TERMINAL KIT In geographical areas with a design winter temperature of less than 15°F (-10°C) dry bulb 97.5%, a Concentric Vent Terminal must be used. The shaded area of the map, figure 13, shows approximately the areas of the U.S. where design temperatures are below 15°F_ Install the vent-temminal in the wallll according to the follow- ing instructions as shown in figure 14 and 15� AIR INLET 2" ABS, PVC — CPVC PIPING \` FIGURE 14 PLATE ASSY. SCREEN SCREWS PLATE FLANGEFLANGE 2" ABS OR CPVC PIPING, VENT OUTLET TEE ASSY. 2" VENT OUTLET PIPE Ll� �+12"� 4" PIPE COMPRESSION RING ----7 TEE AIR INLET TO HEATER FIGURE 15 1) Cut a 5 inch .diameter hole in the side of the.building. TEE Install the vent terminal plate assembly, and secure -with AIR INLET -3 IN. 4 screws. I 19'__ . 2) Cut a 4 foot length of the 2 inch vent outlet pipe. Using soap and water solution, push the pipe through the rub- E ber compression ring in the tee assembly until it extends 0 12 inches from the end of the 4 inch pipe. P ATTIC AREA 3) Apply cement to the 4 inch pipe end and the inside of the plastic flange on the plate assembly. Push the 2 inch_ pipe through the hole in the plate screen and push the CONDITIONED SPACE 4 inch pipe into the flange. Do not bottom the 4 inch pipe all the way into the flange. 4) The 2 inch vent outlet pipe should extend 10 inches from the plate. If it is short, push it farther through. If it is long, cut it off to 10 inches. 5) The vent terminal assembly must be installed so that any water entering through the screen cannot run back through the air inlet pipe into the heater. There are two ways to do this:. (a) When vent terminal assembly is installed as shown in figure 14, slope the entire vent terminal assembly down to the outside 1/4 inch per foot so that water will not drain back through inlet to the heater, (b) Or, with the vent terminal assembly level, orient the 2 inch air inlet tee of the Vent Terminal Assembly, so that the tee points up or to the side, not down. 6) Secure the assembly with proper supports or hangers and seal the wall penetration with caulking material. ALTERNATE VENTING In cold, humid climates there may be instances where our concentric vent terminal kit cannot be used due to the ac- cumulation of "Hoarfrost" on the intake. In these instances we recommend a seperate intake and outlet vent piping ar- rangement. (See figure 16a; 16b and seperate vent termina- tion instruction page 10.) TEE —2" ABS OR CPVC PIPING FIGURE 16A 4 feet 3" TO 2" REDUCER 5 feet U -Bend MUST TERMINATE IN " t 4 feet CONDITIONED SPACE CE O UU Z nom- a- 10-- 10" (6 Q. m a> _ o_ iv U 1 .REDUCER 3" TO 2" (MUST TERMINATE IN CONDITIONED SPACE.) 2" ABS, PVC OR CPVC PIPING -,,�1 AIR INLET FIGURE 166 GAS INPUT RATE 2" ABS OR CPVC PIPING CONDENSATE DRAIN The inlet and outlet vent length affects the gas input rate of the water heater. As the length of vent pipe increases, the combustion blower operates against higher static pressure and moves less gas and air mixture for the burner. You can determine the amount of input reduction by adding up the total amount of vent pipe length with the equivalent length of the pipe fittings and reading the input from the chart. The approximate equivalent length for 2" pipe fittings are as follows: Long Radius Elbow 3 feet Standard Elbow 4 feet Vent Elbow 5 feet U -Bend 5 feet Vent Terminal 4 feet 100,000 BTU/HR INPUT ' 95,000 VENT OUTLET -CONDENSATE 9. 20 40 60 80 100 FEET TOTAL INLET AND OUTLET VENT PIPE LENGTH va C%3 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC W S 'gyp gMIT NO ✓ 7 County Center Drive - Oro;llle, Celifornla 95965 - Telephone: 91 'S -75 1 \ APPLICATION AND PERMIT ASSESSOR PARCEL NUMBrIR 058-470-017 ZONING TM -5 BUILDING PERMIT OWNER Jack & Camal n Gilbert TELEPHONE 877-4589 SQ. FT. OCC. BUILDING VALUATION 3,544 R 191 376.00 OWNER'S MAILING ADDRESS 4223 Lemp Ave., Studio City 91604 1,223 M 22 0p1p4.00 CONTRACTOR'S NAME Unknown TELEPHONE 84 On 500.00 CONTRACTOR'S MAILING ADDRESS 7� L 384 oV PO ch 4,992.00 Fireplace 2/A 1,500.00 CONSTRUCTION LENDER UNKNOWN _ Total Valuation $ 221 970.00 LENDER'S MAILING ADDRESS Filing Fee $ 15,00 Permit Fee $110-2-1,00 ARCHITECT OR ENGINEER LICENSE No. Plan Checking Fee $ 510.50 Energy Plan Checking Fee $ 20.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $1,566.50 PLUMBING PERMIT FilingFee 15.00 tole C Rd. lia4alia Each Trap 1 5.00 70.00 Solar or heat pump water heater 20.00 LOT NO.SUBDIVISION 1 NAME ---[PARCEL MAP 103-55 Water piping 1 7.00 7.00 Each qas water heater or vent 2 7.00 14.00 USE OF STRUCTURE SFU Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 1 5.00 5.00 Building sewer 1 15.00 15.00 Mobile Home JSFG W @ 15.00 TYPE OF WORK New 1'X, Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: New 4 Bedroom SIngle Family Permit Fee $ 126.00 Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200A OR LESS 1 18.50 18.50 Main service 200A TO IOOOA) 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 ;Jo. Classification ❑ I, as the owner, or my employees with wages as their sole compen-O 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 _37.50 NEW CONST. DWELLING occu.1}7 167,00 OR ADDNS. ( $ 3.60 sq.ft. ACC, BLDGS. P+ NEW CONSTR ULTI-OUTLET NON-RESID BRANCH CIRC ITS @ 5.00 POWER APPARATUS (SINGLE OUTLET cIeR. ) Ex. Occup(OUTLETS OR FIXTURES 20 76 FIXED APPLNS. Ex. Occup. OUTLETIIRESID .)R EA.) I 3.00 S Temporary service 1 15.00 1.5.00 Mobile Home Facilities 15.00 Misc. Wiring g '15.00 Permit Fee $ 215.50 - 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 1 shall not employ any person in any manner so as to become subject �`- to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 1 15.00 Heating 2 9.50 19.00 Split Cooling 3 Ton 2 2 17.5 35.00 9 Hood 6.50 Ventilation 3 .50 permit Fee $ ' Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in conseque ce of the granting of this permit. X - / Date signature of Applic r;r - Owner canrraatar ❑ Agen An OSHA permit is required for excavations over 5'0" ee nd de ol'tio construct- ion of structures over 39 stories in height. .° p Mobile Home Installation Fee S Energy Inspection Fee $ 40.00 OCC R-3 CONST TYPE VN TOTAL FfiE $ 2,037.00 HAz - I DFEES I IMP -. I FL00 CDF - PARC ►' PO HD ISSUE This permit is herebX issued under sions of the But C u de work indicat a which I OF PUBLIC PER PIKES Date the applicable provi- and/or resolutions to do fees have been paid. WORKS ateS �7 9 / y J -- --BY • Receipt No. �. 5 .✓ 15908 ` 798 $1 446.50 WNITE-D.P.W., YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD-APP'l1CAN'T�'�s COUNTY OF BUTTE DEPARTMEjNTfQF PUBLIC WORKS U MING DIVISION `1� ki - + 11 f9 V, 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORN A 95#65 - TELE HONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER Ji9CC��� Proposed Building Use Ne -j - `1,e,tf s/� Building Inspector A. P G31-1 No. Date S Z At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED By 1. All items have been submitted......................................... 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... plans, 3/4 sets, signed by preparer of plans. . engineered plans and calces/4 sets, with awet signature on plans . ............ 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and,supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings. . 8. Engineered truss details and layout in duplicate_(required prior to plan chec� . obilehome d to and manuf t r s�i s uctions 2 set ees of $ �- : �?�.�- . EE�11--=Impact fees as shown on attach ............................._ 12. California Department of Forestry plan approval/fees. ........................ ' j3. Flood elevation letter (100 year flood) by California Engineer . .............:::. 4. Sanitation and plot plan approval �"KA "C -Health Department. ..- 15. City of Chico"plumbing permit . .....................................:... t 16. Plot plan and business licelse,ap 0- al from City of Biggs/Gridley. 17. Planning approval for (A) Urse:4 •?Y (B) Parking: ........ 8. Contact Land Developmen,} about (A) Improvements (B) Drainage. .......... "V !: 1-9. Driveway per4�4it (consfrucfion ap r9v I required prior to occupancy). .... p Pre -Inspection reque - a 1 t 20. Pre -inspection fol• t %„ ,7 required. . to Building Inspector (Date) 21. Contractor's license informatkri. (No., Name Style, CI a slfication). .............. 22. Certificate of Workmans Compensation In.su nee. C/....j..................... 4 Owner -Builder Verification (Given.to own r Mail to owner ). ........... 24. Recorded copy of Agricultu(` ltA--�Vnowle gement Statement . ................. 'd- t 25. Letter of signature authorization. ...........!. ........................... l 26. Copy of recorded deed of parcel creation and �0 right, of way to a/public road. .. / / 27. Letter of intent on building. use; _ } 28. Mobilehome utility clearancef.�...... (i / t �— 29. Documentation of,legaf access. 30. Documentation of 50% subdivision developed` r ( jFeb, Improvements completed 4 and (B) Parcel meets zoning area and fronta; 6 requirements . ............... . 31. Existing violations/expired permits.......................e................. � 32. Plan check list . ..................................................... 33. 34. When you issue the permit, process as follows: Mail to owner. Mail to cbminvir Telephone and hold for pickup at office. Deliver with in pector. Other l?/9� /✓iGN?�•✓ if 4t' ao Parcel Creation, �- Ar ZZAcreage 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 submitte Irrmit issuahce:,(Circlw 1t7 Wtheed bo 1. Index permit for above items No. /./ 2. Additional items required: Contractor, designer owne , was advised of above required data by _ phone _ mail Counter by r ate Contractor, designer, o ner, was advised of above required data by _phone _mail Counter by ate Plans checked by Date approved bX ate Sets of plans on hold in File cabinet Copy - Department of Public Works TO: Building Department .ny FROM: Encroachment Permit Section RE: Driveway Clearance owner Driveway permit 2 si ature location AP # has been issued for the above property. a-*"- Z 9-- 4�;2- date TO Buildinc Department FROM: Environmental Health SUBJECT: Sanitation Clearance L2 Owner Location AP# Plan Approved for: Sewaqe Disposal � Y. Water Supply _ Hold final for: -Qc�� r(/l�C� �-�(Z Water Supply wC��� L Water Supply 1 clearance O.R. for: clearance for bedroom. m home. other ��� �� %�-.�_ —Z NOTE * * * Datle Sanitarian • t� H u,'t' II�L�� I'lul flim Allurlted' 0 .. ' � Itleite l'lun AlW�lti�il �_ ------ ---- --- soul I't BID, TO: lhilding Dopartmont FROM: Environmental Health SUBJECT: Sanitation Clearance g _ cm - Owner / location APN Plan Approved for: Disposal _✓— "later Supply: PLIbIIC Private Well Clearance for -- bedroom mobile home. Other Hold final for: -inal clearance O.K. for: N Environmental Health 8/92 alis[ Dat 0 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS . Ll 7 County Center Drive - Orovllle, California 95965 - Telephone: 916.538-7541 f' APPLICAT(ON ANb PERMIT , �� PERMIT 0. -.Si 55E550R PARCEL rN,'UMB L / -7 .7 �j�° $- TF BUILDING PERMIT - OWNER '' �� _ J /'/ J� M,.Tt�.1, l.! / TELEPHONE n 7� s� �S SO. FT. OCC. BUILDING VALUATION OWt ER'S AILING ADDRESS ' X12 13 Le,e Al E_ :S jr v d,o CFr C4 Z z Al Z Z o / y COrJ7R AC T— 'S NAME / ( TELEPHONE g ! 7 +� CONTRACTOR'S MAILING ADDRESS ^ Fireplace 2,� fs C) U CONSTRUCTION LENDER UNKNOWN _ Total Valuation $ 'ZZ °j '7 ``7 Filing Fee $ 15.00 LENDER'S MAILING ADDRESS Permit Fee $ D % ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ �O - S o Energy Plan Checking Fee $ 2C;- ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ 566_s� PLUMBING PERMIT Filing Fee 15.00' Each Trap 1� 5.00 7'D ' LOT O. SUBDIVISION NAMEPA,RfpCCtyE MAP /u Solar or heat pump water heater Water piping 20.0000 7.00 7 Each qas water heater or vent 7.00 /USE OF STRUCTURE SF [!J Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S I GJWJ 15.00 / TYPE OF WORK New r✓ AddiIion❑uRemodel❑ Utilities[] Installation[] Other❑ Describe work: -/Q� _ Permit Fee $ 12 r Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600V OR LESS18.50 200A OR LESS c-' 9 – Main service 200A TO IOOOAr _ 37.501 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. Classification Lj 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) 1, as the owner, am exclusively contracting with licensed contract- ontract /G1ors. (Sec. 7044) r]I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. / DWELLING O) OR ADDN5. C ACC. BLDGS. � 3.64sq.ft. 67 NEN CONST R. r RANCH CIRCUITS) NON R ON•R ESIO_ BRANCH CIRCUITS @ 5.00 (POWER APPARATLIS d %SINGLE OUTLET CR. - Ex. OCcup(OUTLETS OR FIXTURES 20 764 A FIXED APPL Ex. Occup. OUTLETS IRESID IREA.) . 3.00 Temporary service L4 15.00 5— - Mobile Horne Facilities 15.00 Misc. Wiring g 15.00 Permit Fee $ 7-15,5 Contractor — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject j' 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 15.00 Heating $ Cooling "�,� L%s' �r Hood 6.50 Ventilation y 3 --- -­-------------- Permit Fee —_ $ 3,=( ,C)Q --_ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue againstsaid County in consequence of the granting of this permit. X ,��1 c•/ Date Signature of Applicon (— 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 $ Y Inspection Fee $ Ins Ener l o c N r PE TOTAL FEES 20 3 _ — HA2 DFEEs IMPr 1 oo cDF — PARCE PO -- HD ISSUE This permit is hereby issued under the sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC BY – ---=- PERMIT EXPIRES Date applicable provi resolutions to do have been paid. WORKS Date L5'O ._ Receipt No. YMITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -AP LICANT %� G COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916)5387541 OWNER J� y `'-,9.41 41- !Y ✓ C, -c /1,,f 'q r, PROPOSED BUILDING USE A. P. NO. S�g - Y *7 - l 7 DATE .57 - l J — % .Z REC. # DATE REC 1. School District Fees A'J!t .9,0/S!" (paid at District Office) �' 2. Sheriff Fees V;'j G .4%��•�������•�������� (paid at Building Departmen ) Residential X unit amt. Commercial(per sq.ft.) X =$ sq.ft. amt. 3. Urban Area Fees (paid at Building Department Residential (per unit) X =$ # units amt. Commerical(per sq.ft.) X =$ sq.ft. amt. 4. Recreation District Fees (paid at District Office) .........:................ 5. Drainage District Fees (Contact Land Development) ......................... 6. Other 7. Other At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. APPLICANT ''� `r� DATE ✓ �� ��� May 13, 1992 To Whom It May Concern: I Jack Gilbert authorize, Brant Nightingale to apply for a septic and building permit on my behalf for property located at Coutolenc Road. Thank you, & 15a�e Jack Gilbert v-;,. �%�'`r'{1i`�`"f' a- �-ur-�"`'� ..;rtr �s�r3�`�il; nG'�"'�'iw�y,�� a ..y'�u:�3j �' x2.��� '�° d ,v � ,�a,T� •�,�. .. �v ti Ste ` -7 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM Form Per'Buildirig), (One AA. + Building Department No. School District �R�+ 15.E A.P. Number Je_ Jurisdiction(_ J City ®o" "County Property Owner _, C4 m 4 L`l/✓ r L ®/iA�. Property Location/Address J_ �7' b_— _ Co J 1. 0/ C�, a /ii4/.t%i s9 Subdivison tot No. Residential Development [ Sq. Footage 3 y! No. of Living MHi Units Addition (Group R) Commercial/Industrial Sq. Footage New Addition (Including Exterior _ Roofed -Areas) K Building D -e ment Representative i Date (Floor Plans reviewed by School District Personnel) .,w,; District Identification No.. � — ��' School District certifies that (Street Addres# 1V (city) — ---e has complied with the requirements of Resolution No representing? — square feet. School Distri t Representative (State) Paid by Check Number ��� Remarks: Bank Number Paid by Cash - (Applicant) ' (Phone Number) (Zip"Code) by payment of $ ln-b,�__ Date l/ -/n r y - If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being 'reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink•(school district) feeform.wkf (4/92). ' '( IMPORTANT MESSAGE FOR .DATE 3 . /�A.M. - TIME (�(� M ' WILL CALL AGAIN WANTS TO SEE YOU OF PHONE CLQ Q -- ✓C-, -1 ' _ t AREA CODE NUMBER - EXTENSION • FAX ❑ MOBILE AREA CODE NUMBER TIME TO'CAL,I TELEPHONED PLEASE CALL t' CAME TO SEE YOU WILL CALL AGAIN WANTS TO SEE YOU RUSH RETURNED YOUR CALL SPECIAL ATTENTION Criklocir+- MESSAGE• isnim-evoin's itl .I� - u1 s 1•. ' SIGNED .J3 1 TOPS m F01ROA 30025 RESIDENTIAL PLAN CHECKING GUIDE 8/91 (S. -F. , DUPLEX & MISC. ONLY) Bldg. Permit # ,7 OWNER La 1ETZ_TA.P. # S'9-47-17 Plan Checker Vte- GENER Zoning requirements: (sideyards and number of permute iving units). � V Iation. Pans signed by designer. �Y Proper description of work on application. xi sting violations on property. Items on data sheet. (W.C., fees, Health, Developer Fees, License law, etc). -4---R-a-eerded notice o • violation. PLOT PLAN Complete parcel size and dimensions. etbacks, sidevards, easement buildings or structure Grading, fills, drainage. 5�ood hazard. —6--S-p-ecial conditions on creation map, (noise, CDF, fire sprinklers, non-comb- ustible, and foundations). & FAS road setback. _a__-BvMing or utilities across lot lines (Record form). FLOOR PLAN omplete toy scale plan with' dimensions. uired windows for light and ventilation•(Sec. 1205). Required windows for second exit (Sec. 1204). ` ..-Skylights (Chapter 34 & Sec. 5207). Y man impact glass (Sec. 5406). Required room sizes, ceiling heights (Sec. 1207). Is in baths, garage, kitchen, and exterior outlets (Article 210-8). &'-•L' t fixtures, switches, receptacles, and, exterior receptacles for main- tenance'of mechanical equipment. Locations of water heater, heating and cooling equipment, other electrical r gas equipment. - ra firewall, door size, and closer (Sec. 503(d)(3)). �'0" exterior exit door (sec. 3304 (f). 1 enlace and wood stove location, alcoves, and clearance. i woke detectors (Sec. 1210). 1-. Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS -+------S.fFndard bracing or engineered design (Table 25V) 2 nusual shape, size, or split-level house requiring lateral design. restory requiring balloon framing and/or engineering. s ory building requiring engineered calculations and pla a -tion plan complete enough to construct building. Floor construction details complete enough to construct buil ing. 7 Elevations and wall construction details complete 8C.-- Roof construction details complete enough to g�eee construction details and calcs if 1 ter ties or bearing ridge beam. 1 G,_1ge door or porch header sizes. 1 Stud heights. 1-3-.-Tdobe soils - special foundation design. �taining walls requiring design.' -15. Spcial Inspection required. enough to construct building construct building. necessary. RESIDENTIAL PL`AN CHECKING GUIDE MISCELLANEOUS ITEMS TO LOOK OUT FOR kSC�!_rway details: landings, rise and run, head clearance, handrails Sec. 3306). Guardrail details (Sec. 1711 & 3306(j). ric r stone veneer (Chapter 30). _ erior p aster - weep screeds (Sec. 4706). 55 oper roof pitch for roof convering (Chapter 32). Roof covering type - (fire hazard). '-. Few, insulation - protection. 8 halls and stairways. Living area over garage - complete 1 -hour separation required 1n supporting walls and posts, etc. wo exits on three-story dwellings (sec. 3303 & see Mezannines is access and ventilation (Sec. 3205). 1Vnderf loor access and ventilation (Sec. 2516). Co b 8/91 on garage side - 1716). m ustion air for fuel burning appliances - L.P.G. requirements. N OUtse requirements on duplexes. dam.Energy design. 16. , ashing at all exterior openings. + le OF responsible area requirements. S — c9 /2- V t5 ��cK G 1 LYSE lk Gx l3 5 x 12 t + y I - COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County,Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. 4.. APPLICATION ANIS PERMIT g� /,PERMIT ASSESSOR PARCEL NUMBER 058-47-0-017 ZONING TM -9 BUILDING PERMIT 10 OWNER JACK GILBERT TELEPHONE SO, FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 4223 Lemp Ave, Studio City CA 91604 CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is LENDER'S MAILING ADDRESS Filing Fee $ 20.00 Permit Fee 1 $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS PERMIT FEE $ PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15,00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Each gas water heater or vent 15.00 USE OF STRUCTURE SFO Duplex ❑ Mobilehome O Other Renewal SPECIFY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑X Describe Work: 1St renewal/92-1669 SF PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( 10V OR LESS ) 200A OR LESS 23.00 Main Service ( 200A TO 1000A ) 46.00 NEW CONST. DWELLING OCCUP. OR ADONS. ( 8 ACC. BLDS. ) S , 3.50 FT0. CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) ❑ 1 am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ 1, as the owner, or my employees with wages as their sole compensation, 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 contractors. (Sec 7044) I am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET •NON-RESID. ( BRANCH CIRCUITS ) @7.50 ( POWER APPARATUS ) & SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) BA @ 1.5500 Ex. Occup.FIXED APPLNS. OR ( OUTLETS (RESID.) EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE I declare under pen Ity of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a ertificate of Consent to Self -insure. I shall not employ any person in any manner so as to become subject to the Worker's XC Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California 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. 1 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 ount in co seq nce of the granting of this permit. u rDate y__ 1 Signa a of Applicant - Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5"0" deep and demolition or An construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ RAZ. D. FEES IMP FLOOD CDF PARCEL PD HD Issu This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work above for which fees have been paid. / a By Date / 7 I PERMITEXPIRESON 5/17/95 IDete) Receipt No. WHITE-D.D.S.-B. . CANARY•ASSESSOR PINK -INSPECTOR GOLDEN ROD•APPLICANT w.T M W W. COUNTY 'OF BUTTE Department of Develoftment Services Building Division Oroville: 7 County Center Dr., Oroyille CA 95965 Ph: 916-538-7541 Chico: 1469 Humboldt Rd., Chico CA 95928 Ph: 916-891-2751 OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally pl4n,to provide the major labor and materials for construction of the proposed property improvement (yes or no) , ;5, 2. I (have/have nof) lav —signed an application for a building permit for the proposed work. 3. ' I have contracted with the followm.2 Pierson(firm)to provide the proposed construction: Name _L4110W (RI > Address tlaa 3 "62 A-ve City 6+Ii .io U fu cpt 91i Phone kta8 c sn_ in"k C, Contractor's License No. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name � ►w e(` Qui 1gt�_ , Address City Phone Contractor's License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address Phone Tvne of Work Signed: Property Owner . 14L 101,0� Social Security Num r Date NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code.. This verification must be completed and returned to our office before we are permitted to issue the permit. BUTTE COUNTY BUILDING DIVISION — TIME SHEET A. P. NO. i!�?5?''"`f'7o � a/ / PERMIT NO. q2- /469 NAME DATE TIME ON TIME OFF DIFFERENCE TOTAL ��6-V l� 3 �:-;o = 3 0 11:6D 12 ' ~ ' COMPUTER METHOD SUMMARY' Page 1 C -X': =============================================================================== Project Title ........... Gilbert Residence Date ... ^.... 05/28/92 Project Address........ NORTH LAKE RD --------------------- Paradise | | Documentation Author... Robert A. Mangrum . | Building Permit`# | Company................ Paradise Mech. Design | | Telephone.............. (916) 877-3979/877-0602 1 Plan Check / Date | Compliance Method...... MICROPAS3 by Enercomp, Inc. | Field Check/ Date | Climate Zone;.......... 11 ----------------------- 1 -------------------- | MICROPAS3 v3.11 File-4GILBERT Wth-CTZ11 Program -FORM C -2R G�� - | User#-MP1342 User -Paradise Mech. Design Run�i�ert- -�NHANCED | -------------- Z ------------------------------------------------------------------- = MICROPAS3 ENERGY USE SUMMARY = . = ------------7--------------- = . = Energy Use = (kBtu/sf-yr) =------------ ______ � = Space Heating......11 1 = Space Cooling......&..� � = Water Heating.......... = = Total% da I.roposed fDe-ig r .-==- �________ �24.91 17.80 � ^ l 16.06 010111..46 5.76 .76 46.71 38.02 � Complianc A M Fat 1.60 = H= 0.00 = _..... ..... ___�_ = 8.71 = = = = *** Building complies with Computer Performance *** = ================================================================= GENERAL INFORMATION' ^ --------------------- Conditioned __________________ Conditioned Floor Area..... Building Type.............. Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.;........ ' ~����� ~^ � -v�`- Z�,emily Detached Front Facing 345 deg (N) 1 ReducedYear Floor Construction Type.... . Raised Floor (Package E) Number of Building Zones... 1 Volume ` 'Conditioned Volume......... Height 70708 cf Zone Typ!e itioned (sf) ------- _------ _______ _________ Fpotprint Area'............ 01 3 sf 3' Slab -On -Grade Area......... ____________ ' Glazing Percentage......... Residence Yes 3544 ~ 21.2 A-----���^ Average Ceiling Height..... n/a 8.7 ft '~ BUILDING ZONE INFORMATION Floor . # of Vent Special Cond- Area' Volume Dwell Thermostat Height Vent Area Zone Typ!e itioned (sf) ------- _------ _______ _________ (cf) _________ Units Type . _____ (ft) (sf) HOUSE ____________ ' ______ ------------ ________HOUSE Residence Yes 3544 ~ 30708 . 1.00 Setback 2.0 n/a COMPUTER =============================================================================== Area METHOD SUMMARY ' ' Page 2 C - 2 R Project Title.......... Gilbert 2 Residence 12.0 2 Date........ 05/28/92 =============================================================================== 1 3.7 MICROPAS3 v3.11 File-4GILBERT Metal 4 Wth-CTZ11 60.0 Program -FORM C-21-.*! � 1 _______________________________________________________________________________ Window User#-MP1342 User -Paradise Mech. Design 15.0 Run -Gilbert ENHANCED � 7 Window 12.0 2 Metal OPAQUE SURFACES 9.0 2 Metal 9 Window Area U- Insul _______________ Act Window Solar Location/ Form 3 Surface ____________ (sf) ______ value _____ R-val _____ Azmth _____ Tilt ____ Gains _____ Comments . ________________ Reference ].-10 U 11,3 13 Window 36.0 2 Metal 14 Window -------------- ____________HOUS 1 Wall 616 0.065 R-19 345 90 Yes Front wall NONE 2 Wall 448 0.065 R-19 75 90 Yes Left wall NONE 3 Wall 747 0.065 R-19 165 90 Yes Back wall NONE 4 Wall 437 .0.065 R-19 255 90 Yes Right wall NONE 5 Wall 208 0.065 R-19 345 90 No Garage wall NONE 6 Wall 32 0.065 R-19 255 90 No Garage wall NONE 7 Door 20 0.330 R-2 345 90 Yes front door None 8 Door 17 0.330 R-2 345 90 No garage door None 9 Floor 2713 0.037 R-19 345 90 No Floor NONE 10 Roof 2713 0.029 R-38 345 90 Yes Roof .38.2X12.24 R.30=12.241- Area # of Frame Surface (sf) Panes Type HOUSE SC 1 Window 20.0 2 Metal 2 Window 12.0 2 Metal 3 Window 3.7 2 Metal 4 Window 60.0 2 Metal 5 Window 46.0 2 Metal 6 Window 15.0 2 Metal 7 Window 12.0 2 Metal 8 Window 9.0 2 Metal 9 Window 15.0 2 Metal 10 Window 36.0 2 Metal 11 Window 60.0 2 Metal 12 Window 33.0 2 Metal 13 Window 36.0 2 Metal 14 Window 24.0 2 Metal 15 Window 33.0 2 Metal 16 Window 40.0 2 Metal 17 Window 72.0 2 Metal 18 Window 38.0 2 Metal 19 Window 40.0 2 Metal 20 Window 28.0 2 Metal 21 Window 64.0 2 Metal 22 Window 28.0 2 Metal 23 Door 11.0 2 None 24 Window 7.0 2 Metal 25 Skylight 8.0 2 Metal GLAZING SURFACES ---------------- SC Interior SC Open U- Act Glass Shade Gls+ Type _ ______ value _____ Azmth _____ Tilt ____ Only _____ Type __________ Shade ----- Slider 0.65 345 90 0.77 None 0.66 Slider 0.65 345 90 0.77 None 0.66 Slider 0.65 345 90 0.77 None 0.66 Slider 0.65 345 '90 0.77 None ` 0.66 Slider 0.65 345 90 0.77 None 0.66 Slider 0.65 345 90 0.77 None 0.66 Slider 0.65 345 90 0.77 None 0.66 Slider 0.65 345 90 0.77 None 0.66 Slider 0.65 75 90 0.77 None 0.66 Slider 0.65 75 90 0.77 None 0.66 Slider 0.65 75 90 0.77 None 0.66 Slider 0.65 75 90 0.77 None 0.66 Slider 0.65 165 90 0.77 None 0.66 Slider 0.65 165 90 0.77 None 0.66 Slider 0.65 165 90 0.77 None 0.66 Slider 0.65 165 90 0.77 None 0.66 Slider 0.65 165 90 0.77 None 0.66 Slider 0.65 165 90 0.77 None 0.66 Slider 0.65 165 90 0.77 None 0.66 Slider 0.65 165 90 0.77 None 0.66 Slider 0.65 165 90 0.77 None 0.66 Slider 0.65 255 90' 0.77 None 0.66 Hinged 0.65 255 90 0.87 None 0.75 Slider 0.65 255 90 0.77 None 0.66 Fixed 0.58 345 0 0.77 none 0.77 COMPUTER METHOD SUMMARY Page 3 C -2R =============================================================================== Project Title........,. Gilbert Residence Date........ 05/28/92 =============================================================================== | MICROPAS3 v3.11 File-4GILBERT Wth-CTZ11 Program -FORM C-21:-*: | 1 lJser#-MP1342 User -Paradise Mech. Design Run -Gilbert ENHANCED | _______________________________________________________________________________ OVERHANGS AND SIDE FINS THERMAL MASS Area Thick Heat Conduct- Surface ---Window-- ----- Mverhang----- (in) Cap ivity Nvalue _____ _____ ________ ________ ---Left Fin--- ---Right Fin -- Area 252 1.5 24.0 0.67 R-0.0 TILE KITCHEN,BATHS 2 InteriorHorz' Left Rght TILE KITCHEN,BATHS 3 InteriorVert 195 4.0 21.0 0.59 ' R-0.0 . WOODSTOVE HEARTH Surface ___________ HVAC SYSTEMS (sf) _____ Hght _____ Wdth _____ Dpth ____ Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE 0.804 SE Crawlspace R-5.79 0.895 ' AirCond ____ ____ ____ ____ ____ ____ ____ ____ ------ ___HOUSE 1 Window 20.0 4.0 5.0 10.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 12.0 6.0 2.0 16.0 0.0 n/a n/a .n/a n/a n/a n/a'' n/a n/a 3 Window 3.7 2.0 1.5 2.0 1.0 n/a n/a 'n/a n/a n/a n/a n/a n/a 4 Window 60.0 5.0 4.0 2.0 6.0 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 46.0 6.0 4.0 2.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 15.0 5.0 3.0 2.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 12.0 4.0 3.0 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 9.0 3.0 3.0 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 15.0 3.0 5.0 16.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 10 Window 36.0 6.0 3.0 2.0 5.0 n/a n/a n& K/a n/a n/a n/a 'n/a 11 Window 60.0 6.6 9.0 2.0 5.0 n/a n/a n/a n/a n/a n/a n/a n/a 12 Window 33.0 4.0 13.0 2.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 13 Window 36.0 6.0 3.0 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 14 Window 24.0 4.0 6.0 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 15 Window 33.0 6.0 6.0 2.0 '1.0 n/a n/a n/a n/a n/a n/a n/a. n/a 16 Window 40.0 6.6 6.0 2.0 6.0 n/a n/a n/a n/a n/a n/an/a n/a 17 Window 72.0 4.0 6.0' 2.0 6.0 n/a n/a n/a n/a n/a n/A n/a n/a 18 Window 38.0 6.0 11.0 2.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 19 Window 40.0 4.0 10.0 1.5 0.5 n/a n/a n/a 'n/a n/a n/a n/a n/a 20 Window 28.0 3.5 8.0 1.5 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 21 Window 64.0 4.0 8.0 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 22 Window 28.0 3.5 3.0 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 23 Door 11.0 5.5 2.0 16.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 24 Window 7.0 3.5 2.0 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a h/a THERMAL MASS Area Thick Heat Conduct- Surface ' Mass Type _______________ (sf) ______ (in) Cap ivity Nvalue _____ _____ ________ ________ Location/Comments ---------------------------- _________________________HOUSE HOUSE ' 1 InteriorVert 252 1.5 24.0 0.67 R-0.0 TILE KITCHEN,BATHS 2 InteriorHorz' 164 1.5 24.0 0.67 R-0.0 TILE KITCHEN,BATHS 3 InteriorVert 195 4.0 21.0 0.59 ' R-0.0 . WOODSTOVE HEARTH HVAC SYSTEMS _ --------------- ___________Minimum Duct Minimum Duct Duct System ________________ Type Efficiency Location R -value Efficiency . HOUSE ____________ _____________ _______ __________ . Gas 0.804 SE Crawlspace R-5.79 0.895 ' AirCond 12.00 SEER Crawlspace R-5.79 0.910 COMPUTER METHOD SUMMARY ` ' Page 4 C -2R Project Title.......... Gilbert Residence '' Date........ 05/28/92 =============================================================================== | MICROPAS3 v3.11 File-4GILBERT Wth-CTZ11 Program -FORM C -2R � | User#-MP1342 User -Paradise Mech. Design Run -Gilbert ENHANCED | _______________________________________________________________________________ WATER HEATING SYSTEMS _____________________ Capa- R-12 or Pilot System # of city Greater Effic- Standby Input Size Type Heat (gal) Blanket iency Loss Rating (Btuh) Credits __________ ____ _____ _______ ___________ ______ --------- ___ ________ ---------- Water _______Water Heater to meet minimum CEC Standards SPECIAL FEATURES/REMARKS ' ________________________ CERTIFICATE OF COMPLIANCE: =============================================================================== . ' RESIDENTIAL Page 1 . ' CF -1R Project 7,itle.......... Gilbert Residence Date........ 05/28/92 Project Address........ NORTH LAKE RD --------------------- ( f} Pza n Paradise Shading' Overhang Documentation Author... Robert A. Mangrum � Building Permit # | Company................ Paradise Mech. Design | | Telephone.............. (916) 877-3979/877-0602 | Plan Check / Date | Compliance Method...... | MICROPAS3 by Enercomp, Inc. | Field Check/ | Date � Climate Zone........... =============================================================================== 11 ..... .... .... ..... ----------------- Window | MICROPAS3 v3.11 File-4GILBERT Wth-CTZ11 Program -FORM CF -1R `| } User#-MP1342 ..... ... �..... ��������������������������������������������������������������������������� User -Paradise Mech. Design Run-GilbertENHAN' D | GENERAL INFORMATION � Conditipned Floor Area..... 3544 s Building Type.............. Single Fam'ily Detached Building Front Orientation. Front Facing 345 deg (N) ' Number of Dwell'ing Units... 1 ` Number of Stories.......... 2 Floor Construction Type.... Raised Floor (Package E) Infiltration Control....... Standard ' BUILDING SHELL INSULATION ^ ` . . Component Insul ' Type R -value Location/Comments Wall R-19 Front wall, Left ­wall, Back wall Right wall, Garage wall ~Door ro R-2 fnt door - , a r a g g d oor ' Floor R-19 Floor Roof R-38 Roof GLAZING Glazing Area # of Interior Exterior Framing Orientation ( f} Pza n Shading` Shading' Overhang Type Window Front (N), None None Yes Metal Window Left (E)' None None Yes Metal Window Back (S) None ' None Yes ' Metal Window Right (W) None None Yes ` Metal Door Right W 11 2 None None ' Yes None_ Skylight Horz . none None None Metal THERM AL MASS Area Thickness Hard Surfaced/ ' Type (sf) (in) Exposed. Location/Comments InteriorVert 252 1.5 Yes TILE KITCHEN,BATHS . ^ '' InteriorHorz 164 1.5 Yes TILE KITCHEN,BATHS InteriorVert ` 195 4.0 Yes WOODSTOVE HEARTH ' . CERTIFICATE OF COMPLIANCE: RESIDENTIAL ^ ^ Page 2 CF -1R =============================================================================== Project Title.......... Gilbert Residence Date........ 05/28/92 =============================================================================== 1 MICROPAS3 v3.11 File-4GILBERT Wth-CTZ11 .Program -FORM CF -1R . | 1 User#-MP1342 User -Paradise Mech. Design Run -Gilbert ENHANCED � -----------------------------------------------------------------------------�� ASSUMED HVAC SYSTEMS --------------------- Assumed ___________________Assumed DuEt Duct Assumed System Efficiency Location R -value _______________ ____________ _____________ -------- Gas--, ______Gas 0.804 SE Crawlspace R-5.79 AirCond 12.00 SEER Crawlspace R75.79 ACTUAL HVAC SYSTEMS CEC Maximum output for Gas Central Furnaces: 121969 Btuh WATER HEATING SYSTEMS Tank R-12 or ' # of Vol Greater Manufacturer and Model`# Energy System Type Heat (gal) Blanket (or approved equal) Credits ____________________ ____ _____ _______ ____________________________ ----------- Meets _________Meets CEC Minimum n/a n/a Yes AO SMITH -50 R16 None SPECIAL FEATURES/REMARKS ________________________ Actual Output Manufacturer and Model # ' Actual System _______________ Efficiency ___________ (Btuh) ________ (or approved equal) --------- _--------------- _------- Heating 80.4 ' 56-10000 � CARRIER 58DX10O-58RAV055 Cooling 12.00 29.2-565'CARRIER 38TR060/38TR030 Cooling Coil CARRIER CD5AA060/CD3AA030 CEC Maximum output for Gas Central Furnaces: 121969 Btuh WATER HEATING SYSTEMS Tank R-12 or ' # of Vol Greater Manufacturer and Model`# Energy System Type Heat (gal) Blanket (or approved equal) Credits ____________________ ____ _____ _______ ____________________________ ----------- Meets _________Meets CEC Minimum n/a n/a Yes AO SMITH -50 R16 None SPECIAL FEATURES/REMARKS ________________________ CERTIFICATE OF COMPLIANCE: RESIDENTIAL . ' Paoe Project Title.......... Gilbert Residence Date........ 05/28/92 =============================================================================== | MICROPAS3 v3.11 -File-4GILBERT Wth-CTZ11 Program-FORM'CF-1R" | | ' User#-MP1342 User -Paradise Mech. Design Run -Gilbert ENHANCED ----------------------------- -_________________________________________________ COMPLIANCE STATEMENT -----------------��� This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Chapter 2-53 and Title 20, Chapter 2, Subchapter 4, Article 1 of the California Administrative code. This certificate has been signed by the individual with overall design responsibility and the building owner, who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, all building conservation features which vary are indicated in the Special Features/Remarks section. ' DESIGNER Name.... BRANT NIGHTINGALE . Company. BRANT NIGHTINGALE/DESIGNS Address. 330 CIRCLEWOOD DRIVE PARADISE CA 95969 Phone... 877-4589 License. Signed `"=`=' DOCUMENTATION AUTHOR Name.... Robert A. Mangrum . Company. Paradise Mech. D esign Address. 390 Starli1ght ct Paradise, CA. 95969 Phone... (916) 877-3979/877-0602 Signed OWNER ` Name.... Jack Gilbert Company. Owner Address. North Lake rd Paradise C.A. Name.... Title... Agency.. Phone... Signed ENFORCEMENT AGENCY (date) HVAC SIZING Heating Page 1 HVAC Project Title.......... Gilbert Residence ' Date........ 05/28/92 Project Address........ NORTH LAKE RD --------------------- 11697 ' Glazing Solar.................... Paradise � ` } Documentation Author... Robert A. Mangrum | Building Permit # � Company................ Paradise Mech. Design | | Telephone.............. (916) 877-3979/877-0602 . | Plan Check / Date � Compliance Method ... v.. MICROPAS3 by Enercomp, Inc. | | Field Check/ � Date � Climate Zone........... 11 ^ -7=============================================================================== | MICROPAS3 v3.11 File-4GILBERT Wth-CTZ11 Program -HVAC SIZING | | User#-MP1342 User -Paradise Mech. Design _______________________________________________________________________________ Run -Gilbert ENHANCED . | GENERAL INFORMATION Floor Area................. 3544 sf Volume..................... 30708 cf Front Orientation.......... Front Facing 345 ded (N) Sizing Location............ PARADISE Latitude................... 39.8 degrees ' Winter Outside Design...... 30 F Winter Inside Design.....,, 70 F ' Summer Outside Design...... 99 F Summer Inside Design....... 75 F Summer Range............... 34 F Shading Used............... Yes. Latent Load Fraction...'.... 0.30 ' HEATING AND COOLING LOAD SUMMARY ^ Note: The loads shown are only one of the criteria affecting the selection of 'HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when s'lecting the HVAC equipme^t. . CEC Maximum output for gas central furnaces only (drea weighted SE): 56169 + (100.0 x (0.804 - 0.71) x 7000) = 121969 Btuh Heating Cooling ' Description' . (Btuh) (Btuh) _________________________________ OpaqueConduction and.Solar...... ___________ 14100 ------------- __________Opaque 7110 Glazing Conduction............... 19496 11697 ' Glazing Solar.................... n/a 18005 Infiltration.,................... 17467 6381 ' _ Internal Gain.................... n/a .2100 JDucts............................ ' 5106 2265 Sensible Load.................... 56169 47559 Latent Load...................... n/h 14268 Total Load ___________ 56169 ___________ 61827 ^ Note: The loads shown are only one of the criteria affecting the selection of 'HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when s'lecting the HVAC equipme^t. . CEC Maximum output for gas central furnaces only (drea weighted SE): 56169 + (100.0 x (0.804 - 0.71) x 7000) = 121969 Btuh .4 AIR DELIVERY (cfm) _.. .._ V ..=...y Performance data DIRECT -DRIVE MOTOR Hp (PSC) MOTOR FULL LOAD AMPS RPM (Nominal) -SPEEDS BLOWER WHEEL DIAMETER x WIDTH (In.) FILTER SIZE (In.) -(WASHABLE) SC - Permanent Split Capacitor 1 r 1/5 1/3 1/5 1/3 1 1/3 1/2 EXTERNAL STATIC PRESSURE (In. wc) 5.8 3.4 5.8 5.8 7.9 SPEED 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 d 1 1075-4 1075-4 High 1100 1050 1000 950 895 840 760 650 •. Med-High 860 820 790 760 710 655 580 480 Med-Low 720 685 650 815 560 505 440 + 360 = Low 615 585 555 510 1300 . 460 1215 400 1130 340 1050 250 950�,� f High Med-High - - 1400 1295 1355 Med-Low 1170 1150 1255 1115 1190 1060 1115 1005 1045 950 975 -` 880 slit, 800 Low 1020 1010 980 , 945 985 850 785 715 ' High Med-High - - - 815 1010 975 930 885 825 745 Med•Low - 660 800 645 765 620 725 590 685 545 620 480 550 415 Low 590 570 545 510 470 405 360 295 High Med-High - 1490 1345 1425 1365 1300 1240 1175 1100 Med-Low - 1200 1180 1300 1140 1255 .1100 1200 1060 1140 1015 1075 960 1000 895 Low 1020 1000 985 950 915 880 835 780 High- 1575 1515 1455 1395 + 325 1230 , 1120 Mad•High - 1380 1340 1285 1230 1165,•'• 1095 1005 Med-Low 1165 1145 1130 1090 1055 1005 940 870 Low 965 955 940 910 885 840 785 705 High Med-High 1855 1595 1765 1570 1710 1665 1580 1570 1410 1310 Med-Low 1355 1345 1530 1305 1485 1270 1410 1220 1355 1170 1280 1110 1200 1025 Low 1170 1170 1140 1110 1075 1025 965 890 High Med-High 1930 1685 1850 1770 1685 1595 1505 1405 1305 Med-low 1425 1630 1400 1580 1370 1525 1325 1445 1280 1370 1225 1285 1155 1195 Low 1250 1240 1210 1170 1150 1095 1035 1070 950 High Med-High 2235 1995 2185 1970 2110 1915 2030 1950 1835 1700 1540 Med-Low 1735 1735 1675 1845 1025 1765 1565 1680 1460 1545 1370 1415 1265 Low __11510 1500 1485 1455 1400 1320 1230 1130 1 High Med-High - - 2250 2000 2190 2130 2055 1960 1875 1760 Med-Low 1700 1690 1960 1670 1910 1650 1850 1610 1785 1560 1710 1 .a; �- Low --- - -- --- 1480 -- 1480 1480 1460 1430 1380 .1490 1320 1435 125; _.. .._ V ..=...y Performance data DIRECT -DRIVE MOTOR Hp (PSC) MOTOR FULL LOAD AMPS RPM (Nominal) -SPEEDS BLOWER WHEEL DIAMETER x WIDTH (In.) FILTER SIZE (In.) -(WASHABLE) SC - Permanent Split Capacitor 1 r 1/5 1/3 1/5 1/3 1 1/3 1/2 1/2 1 3/4 3/4 3.4 5.8 3.4 5.8 5.8 7.9 7.9 11.1 11.1 1075-4 1075-4 1075-4 1075-4 1075-4 1075-4 1075-4 1 1075-4 1075-4 10x6 10x8 10x6 10x6 10x7 10x8 10x8 11 �t 10 11 x 10 (2)16x20x1 f t 5 i ! ENERGY EFFICIENCY # _MNVOG IrIVY'r CAPACITY STUN* Nohweatherlted ICSt 37,000 1 37,000 1 56,000 56,000 75,000 75,000 94,000 94,000 112,0 AFUE %* Nonweatherized ICSt 80.2 80.2 80.2 80.2 80.2 80.2 80.2 80.2 80.2_ CALIFORNIA SEASONAL EFFICIENCIES (CSE) 75.2 73.0 76.6 74.9 76.0 75.5 78.5 75.0 75.6 *Capacity and AFUE in accordance with U.S. Government DOE test procedures. California Seasonal Efficiencies based on California specified procedures. tICS-isolated Co(nbustion System y I iC, k" .,. •.•vr-,�'s.y.q�.•swc�..y,l•�.+nn'ar4w.'A'i+fWA"M,+rr•.s•�.,,s.r..,rta....a....:,nu.,Fra+,t'!fR�7Ftir.cktw�ttr:;,,, itwti+l:...Wiiaiw�+q,.�. e^la,.j� .r ,•..".X i_i ]S :3i '�N'i� R"' :Performancedata continue y "-.y�e. T,Z a, L .. P'.... .,L. - ♦ti .r •: INDOOR ,�•INDOOR SECTION 3.. di ^/' AIR CFM It ,rP,.aia`.. ,. r., .i:'1t, TOTAL ` ,' STUNSEEP t 'l -- ." � W/LLS -. y :• ♦' SOUND' pATING .. _ 1* r'1 • 2 { Ir{ ',rs �� w, 1 + 40YA(M,F)048tZ,_ 40YA(M,F)060 , „ ¢t 4 CC5A/CD5AA060 = , CE3AA060 BSAN(A,F060 FB4AN(A,M,F)060, FG3AAA0601 F ) t 28R[S/RNS06 28RDS/RNS057 28RHO60. ,"� , 28RC/RU067 i 28SLS061 'I s . 40YA(M,F)060 . • 40YR/YR(U,M,F,G)b60 40YZM006 1600t 1600 2000 i1800 1800 t , 2000 000 2200 0 2000 1850 2000 2000 y' 2000 2000 2000 t .y+i''r : 1600 t ^ 2000 2000 t ":' ;# , i . +' 48000 49000 "` t �' 59,000l 56,500 r 5980 59,000 f} 3 I.,Gr56500 .' t« 59;000 i 4 59,500 , 500 60,000 59000 56000 56000 56000 ' ` { 59000 ,� •' 60000 - •+ 57000 80000 12.00; r1 9:,.p _ 12.00 12.00CC5A/CD5AW060! 12.00 t z 12.00f f12.10 11.50F84AN(M,F)070 12.00I 12.00 12.50 f. 12.00 :w., 11.60 t 11.60 # i 1.60 s T2.00 I 12.00, ' 11.0(f f' 12.50 7.81 •• ± It1f 'qrr "Y101; i' 78i t ` ^ t t ,� r ..,. y VVIIIVIIIGIIVII .:'w `' :! lar • .�-.,. >.• ♦ •�,• ', NOTES: r 1. Ratings are net values reflecting the effects of circulating fan motot heat. Suppiemental electric heat is not Included. I a 2. Tested outdoor/Indoor combinations have been tested In accordance with DOE test procedures for central air conditioners. Ratings fog other combinations are detehi lned under DOE computer simulation procedures.t t q 3. Determine actual CFM values obtainable for your system by referring to fan performance data In favi coil or furnace Coil literature. ' 4. Do not apply with capillary tube dolls - performance is significantly affected. 1 S J. 4. .it{ir Electrical data'. . ^a' ±• MAX. FUSEL OUTDOOR OPER VOLTS" COMPR PAN' OR HACK UNIT 38TR V/PHMIN _ MAX. MIN LRA RLA FLA .• MCA SIZE I E SIZE 7MIN 9E MAX LENGTH TYPE CKT! (Ft.)#/TEMP BKR AMPS. 024-30 62.5 11.6 0.9 _ 15.4 12 14 90/45 25 030-30 r ; : , ' 76.0 13.5 1.4 o 18.3 12 14 75/40 = 30 ' 036-30 208/230/1 258 • 187 90.5 17.9 1.4 23.8 , 10 12 95/80 40 .f 042-30 ; ; . 107.0 19.9 = 1.4 1' 26.3 10 10 85/70 40 048-30 129.0 23.7 1.4 k 31.0 8 10 11 /7 0 i 50 3 060-30 169.0 28:8 1.4 - 45.0 6 8 120/65 1 60 FLA -Full Lod Amps *Permissible limits of the voltage range at which unit will operate HACR -Pleating, Air ConditlonlAg, Refrigeration satisfactorily. pg 04, LRA -Locked Rotor Arms tTime-delay fuse. MCA-Min!mum Circuit Amps tLength shown Is as measured one way along wire path between unit and . RLA -Rated Load Amps 'service panel for minimum 2% voltage drop. ; NOTE: Control circuit is 24-v on all units and requires external Power fax source., ,E ; i( If other than 60 C copper wire is used, size can be determined from unit ampacity given in above table and applicable table of National Electric Code. Wire size selected must hav8 current capacity not less than that of copper wire specified and must not create a voltage drop between service panel and unit In excess of 2% of unit `rated voltage. Must use copper wire from disconnect to unit. , Dimensions SIZE SIDES BACK TOP OF PLENUM VENT CONNECTOR FRONT — Casing Ventilation SERVICE CLEARANCES (in.) 040, 060, 080, 111 100 0 1 0 3 30 z DIA VENT 66 ` DIA COMB AIR CONN DIA OAS CONI DIA GOND DRAIN CONN A87297 . h i { r • ' Dimensions (in.) t Size A D E 040 17-1/2 15-7/8 16 060 17-1/2 15-7/8 16 080 21 19-3/8 19-1/2 100 24-1/2 22-7/8 23 t f 1 FURNACE SIZE 040 'f 7 . h i { t i Performance data 1 r I FURNACE SIZE 040 060 080 400 DIRECT -DRIVE MOTOR _ HP (PSC) 1/3 1/3 _ 1/2 5/4 _MOTOR FULL LOAD AMPS 5.8 5.8 7.9 _RPM (Nominal) — SPEEDS 1075--4 BLOWER WHEEL DIAMETER — WIDTHS (In.) 10 x 7 _ 10.7 ,_ 10 x 8 11!x 10 _FILTER SIZE (In.) — (WASHABLE)., • _ (2) 18 x 20 x„1., t i PSC—Permanent Split Capacitor t , EFFICIENCY FURNACE SIZE 040 , 060 080 100 CAPACITY' NonweMherized (ICS)t 40,000 60,000 80,000 100,00Q o i AFUE %' Nomkeatherized (ICS)t 90.3 90.3 90.3 90.3 ; 1 CALIFORNIA SEASONAL EFFICIENCIES (CSE) 84.9 86.5 86.6 +� `85.8 _ 'Capacity and AFUE,fn etcordance with U.S. Government DOE test procedures. California Seasonal Efficiencies based on California -specified procedures. ' CICS — Isolated Combustion System f ....i 4 . h i .r�.rovn.,.+,,,s,nr wi w.+w mum.n�,rwr•.t^myy,'pc+niAWi•!4M•Nei�.,�•r.� ...,i.•..y.ti.a.r.• r: w.. w.: <,...v/f 'v;' TY�}rY•,53'.#+,�wfmow i'b�'A My'7,;";;--, :;� .a.Y ..;=.w ..j •tp i^, r..-¢ 7 1 r 1 INDOOR ' i 'SECTION INDOOR AIR DOTAL CA0 3 1 - erforrmance data. CFM i�°iI BTUH SEER W/LLs (BELS) d L, _ 1 1 INDOOR ' i 'SECTION INDOOR AIR DOTAL CA0 3 1 SOUND RAf 4 TING CFM i�°iI BTUH SEER W/LLs (BELS) d j CC5A/CD5AA024• 800 .! ". 23,600 112.00 � f7777JI t !� ( CC5A/CD5AA030 i. CC5A/CD5AW030 800 24,000) ( d 12.10 • 80012.10 12.10 1 CD3AA024 ! CD3AA030 CE3AA024 800 800 �' 23,600 24,00Q + s 12.00 < 12.10 CE3AA030 800 800 t. " 24,00(7' -124,000 3 12.00 ' 1' 12.20 I 3, f. CFSAA024 800 in;. 23,800. 12.10 ; ii f FB(5,4)AN(A,F)024 800 0.r 23,800 Z 12.00 E ) FB5AN(A,F)030 800 r.R C 23,800 ( "'' ' 1 F FFIAN ,F)030 800 4#o 24,000 s ! 12.20800 q FFIANA030 - F(33ANA024 ', 800 i , 24,000 s at sit 12.00 12.20 ' 800 t'r1' 000 80 # t: �• FK4ANF002 , 28 24 j1 785 800 i' 24,400 ' 23,000 14 + 110 7.4 Y fl 28RH RH 024 600 f 23,000 ° y'r'� 11.80;r ti r 2 24 r 40A0024 ►F'' 800 800 S 23,200 ;'� s * 11.70' ` s r 40AQ025 ... { ( 800 r 22,200 ( y 22,600 " 10.80 rt �ti 11.00 " = x ±: 40LT024 i > 800} 23,000; 11.00 28RDRCO24 S RNS030 28RDS/RNS130 ; ! 2830 800 !,� 800 1 800 s ' , 800 23,000 e, 23,800 23,800 }} �y .11.20 ' 12.00 12.00 r t % , i 28SLOSL030 N. , 800 r 23,600. ry(. 23,200 12.00 r ,* • ' i 40A0030 +' 800 1 23,000 �j�.d , i,7 .11.404oAQ03l ;• ! fi ' d 40R 030 1 800 80023,600 „ 11.70. v` •28RDS/RNS02$ `. 800; 23,200 23,200 ',12.00 + ti.,•.. CC5A/CD5AA030" t CC5A/CD5AW030 � 1000 1000 VZi 29,200 w 29,200 a 12.00 ll. S� � CC5A/CD5AA036 CD5AW036 •._ 1000 1000 !".{ 30,800 :7,30,800 12,pp ^t.A 12.00 s } { CD3AA030 ? CD3AA036 1000 1000 X 29,200 "Ad 30,800 612.00 f ;+ s: a r ` 1000. 29,200 + . 12.00 oaf 12.00 CE3AA036 ( CF5AA036 FB5AN(A,F)030 1000 1000 pp v 30,000 lk: 30,000' s;}) 12.00 FB4AN(A,F)030. ' I 1000 1000 41v 28,600 '}(;,a.29,200 + !' 11.80 , 'i 1 12.00,7 • S % I FB(5,4)AN(A,F)036 ' ) FFIANA030 1 1000 1000 29,400 " a `x.29,400 r 11,80 t FG3AAA036 ! 1000 T!. 29,200 F 12.00 # 12.00 ' t ti . ! FK4ANF002 FK4ANF003 " ' ! 900` 1000 29,000 ) ; 30,000 12.50 '! 613.10 7.8 ;. 28RDS/RNS030 28RDS/RNS130 1000 1000 T' 28.800 ,.. i ... y,`. 28,800 x. ';" , 11.80 , 11.80 7 ' ) ( 28RHO30 1000 28,800 ) 11.80 7 28SLO30 7 t 40AQ030 j 1000 � 1000 fi `28,200 � '" f "" 11.30 t t ; j 40AQ031 { t 40RC030 1000 1000 rt 27,600 .28,80011.00 ' ! �::°; X 10.80 111.00 f , i 28RDS/RNS036 28RDS136 i 1000 1000 28,600 29,000 ; 12.00 ' N •28RH03831 1000 , 000 29,000 0 28SL036 1000 !� , 28,800 t „12.00, 12.00 11.60 2 ! .. - ,. 1000 28,600 , P, 11.00 _ O LTQ038 1000 29.800 11.00, x . � CC5A/CD5AA036•, CD5AW038 � 1200 1200 36,000 •+36,000 � + 12.20 `' '�>512.20', 1 7 � C CC5A/CD5AA0, 42 ( CC5A/CD5AW042 + 1200 4 1200 'A" 36,000 I{ � d : 35,600 ' '' MAY 12.20 12.10 1) ,+� CCSAlCD5AA043 1200 `; V! 35,800 i 1• s- CC5A/CD5AW043 (, : S 1200 + , 35,800 a -12.10 } < 12.10. CD3AA036 •.' CD3AA042/ :• ° 1200 r 1200 *! 36,000 , ;; ' 36,000 r i r • W • 12.20. y " 12.20,1- >. � t CE3AA036 t CE3AA042 - • 1200 12003 £ 35,400 i 35,800 • : -' % 12.00- „ i FB(5,4)AN(A,F)036 1200 1200 ; 1" 35800 3t 12.10CFSAA036 . .7.8 r FB5AN(A,F)042 1200,r ,00 36,000 12.00 c" 12.10 ' w F134AN A,M, 042 ( FG3AAA036 ( 1200 1200 a ,, , 36,000 vi !' 12.10 $ '+ FK4ANF003 ) 1065 34,800 ;.1 + , 36,000 s 12.00 13.50: FK4ANF004 1150 '+ 36,400 14.00 ' aR' } 2828RDS1383B 1200 r `35,000 }412.00 : ! S';• i 1200 35,000 112.00 1 28RHO36 1200 _35,000 t • 12.00' . C*uflFv • ' S: W Return to DPW AGRICULTURAL STATEME14'T OF ACLHOWLEDGEMEMT 92-288 1 3 FOR RESIDENTIAL DEVELOPMENT Section 26-8.1 of the Butte County Code requires this acknowledgement be recorded - — - -- prior to issuance of a building permit. 92-0288131 Rec Fee 5.00 The property described herein is adjacent I Cash 5.00 to land or included within an area zoned Recorded I for agricultural purposes, and residents Official Records I of this property may be subject to incon- County of I veniences or discomfort arising from the Butte I use of agricultural chemicals, including, ._ Candace J. Grubbs I but not limited to herbicides, pesticides, Recorder I and fertilizers; and from the pursuit B:Olam 30 -Jun -92 I PUBL CD 1 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 agricul- tural 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 discomfort from normal, necessary farm operations. All Eh -at real pro.perty.-situate in the County of Butte, State of California, described as follows: 'l 0.rCe� 0. S SkoWA oh '� hc,.� C2t`�4.iy� PGSC2� MAp ) (CC0rJ4 o0 Y � o Co, t;;o� yk03 0 M aTs a4 QQ`SQ_ S 5, Date: June 29, 1992 PROPERTY OWNERS: CAMS� LPH GILBERT J GILBERT State of California ) On this the 29th day of June , 1992 , before me, the SS. undersigned Notary Public, personally appeared County of Butte ) JACK GILBERT and CAMALYN RANDOLPH-GILBERT OFFICIAL Stl "U Personally known to me. x] Proved to me on the basis MNOTARY r2eda L. Changoof satisfactor evidence. PU9LtC - CALIFORNIA yBUTTE COUNTY to be the person(s) whose name(s) are yCamm.ExpiresJan. 13,'.995 subscribed to the within instrument and acknowledged that they executed the same for the purposes therein contained.. IN WITNESS WHEREOF, I hereunto set my hand and official seal. Present A.P. No. r Notairy Pub END OF DOCUMENT NOV-01-93 21:48 FROM: Kinkos of Napa ID: PAGE 1 JOSEPH U. HILL, P.E. Civu Engineer JOB NO. 01-34 November i, 19y3 C QMY (3p8U??E Mr. Jolla Henry PIar1 CAeck.Fr . llutte ("o.. a«il(lIng Department FAX No. ; 916--538-'2140 r)rar mr. Henry, T1118 1;3 to a(ivisE, you that I have; revtowed the AD[)ITIONAI, FOUNDATION CALCULATIONS & DETAILS for the G1.Ibe.1-t Reolderice as 1)1'e.Uarecl by North Stat• Ellgineering of Chico and 1 etake no xc;c;prion.s to them. Fultnermore, I 11ave, no objectioli of tllcm belllg manic pert, Of, the Partial englnc;ering cal.cll'iatjOncj May Of 1992 and Amended in July of. 199? anti May ()f 1993:tl 1)Y M in (:......HIL 1. e ea. APPROvEn. 1013 Told! Lane Napa CA 94558-4607 • 707.252.8135 NORTHSTAR ENGINEERING 20 Declaration Drive Chico, CA 95926 (916) 893-1600 FAX (916) 893-2113 REVISED STRUCTURAL CALCULATIONS :PROJECT vi I L� f?2 E,� (ZT �.�� (D� I vG JOB NO. �O8c"'3 LOCATION COLI TO L,�-_N C- RD. NO(LTN LAKE RD DATE 5 TTS C�O. CODES: Uniform Building Code, 1991 Edition AISC'Manual of Steel Construction, 9th Edition ACI, Manual of Concrete Practice, 1988 Edition AITC, Timber Construction Manual MATERIALS: Concrete: f'c.= 2500 psi @ 28 Days Masonry: f' m = 1500 psi Mortar: f I c 1800 psi, Type "S" - Grout: f'c = 2500 psi @ 28 day's-; Steel Reinforcing: A-615 Grade 40 for #4 and smaller' A-615 Grade 60 for #5 and larger Structural Steel: ASTM A-36 Steel Pipe: ASTM A53 Grade B j Steel Tubing: ASTM A500 Grade A or B 00 i Machine Bolts: ASTM A307 Grade A Anchor Bolts: ASTM A307 Grade A BJILDM DWARTMEW Wood Connectors: Simpson Strong -Tie or -equal. Type "B" Holdown anchorage. APP®® Light Framing: Const Grade Douglas'Fir r1 Stru'ct Lt Framing: #2 Grade D.F. Jois�s & Planks: #2 Grade D.F..' Beams & Stringers: #1 Grade D.F. Posts & Timbers: #1 Grade D. F. Plywood: A.P.A. Rated Sheathing, Grade CD, UBC Std 25-9 Glue -Lam Timber: ANSI/AITC A190.1-1988 & UBC". Std 25-10 Simple Spans: 24F -V4 Combination Cantilevers: 24F -V8 Combination ARE SPECIAL INSPECTIONS REQUIRED ? NO LOADS: Roof Live Load (psf) 20 ����'��� Floor Live Load (psf) 40 -®• �� Seismic Zone Wind Speed (mph) Exposure: or cra%i Allowable Soil Bearing (psf) r-2do R. C. E. 34257 Page 1 of Pog- Ezps rez 9-30-9S BY:. DATE: I o' I Zj JOB NO: �JD88 ' PAGE Z= OF ftwlhStar''. 20 DECLARATION DRIVE ENGINEERING CHICO, CALIFORNIA 95926 Civil Engineers • Planners o Surveyors 4 916-893-1600 y` , • t �s D�OI..1i�1 D►LL Ll PA I_ T A7 _ HOIDo1�1 N- rj1;H I GAN : .15 y PAN � , ��A 1_ �l,•_ ___� T Y�TL o�GuS� _ THEY j�NT�! II -I- INo IIN�DU�G �. Ll�•�a�' r'loI IrN T N I�-���R :z - GHQ H0LDoI,`INS �oR� HIt DSLD�T�.RIp �Y oSEP1H ►-L.�H_I�� _DAT�Drt I_f�l {-- r ,TT LINA . PSR . iOLf�owNI� N A PGS o� ' AXE I U MAxlrlur { ( J I4 , 7,A oN Zx (2 K) 8 I A i � I h 4g Z I N pZPA or► 4 x �-.lva WA C3.4247 I - _ oK �T Hopoi-JNS'oR �-I PL�s ` t �'�' ' XDlres q__4{4_44C':+ . BY: JMR DATE: 10 /q 3 ,JOB NO: tjQp�% PAGE _ OF NorthStar ENGINEERING.' - Civil Engineers • Planners • Surveyors . 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 916-893-1600 _- T _�zU�T IaT D Ho�DoI,.1N w-!� _ OG I-01�� E cow ID l„► 1F I+ - �- o ,= GRA► v I"T1Y . - ; �L►N _P� r�'�x 1��or�I��I-T -41 Will �p�N -,�.R �'RvID U�� '_v1 T.�r Fit- �IaMNT� I w_ 17U.: Tod �P_�- Wel G PI US I'W L /8 I - 1 14( ,,- Nol.- 425 LI �r�jREs �TY LI w - - •.....� I �I_ BY: JM 1z DATE. 10I JOB NO: PAGE4 OF Nortar 20 DECLARATION DRIVE ENGINEERING CHICO, CALIFORNIA 95926 Civil Engineers * Planners • Surveyors 916-893-1600 Yr I N T--_ HA T 2 .- muel { I I i _ 4 Col.' I i--- yg x.34257 T -3,0-95, I� `� No.C34257 NOr"thStar BY: J � hq � � �4 DATE:, I �7 �P.., CIV i0- JOBNO:47' ��;� ��" ENGINEERING =: PAGE : � OF Op C4li��� Civil Engineers • Planners • Surveyors ID -Z9 -93R. C. E. 34257 an 'a,~es=3tD� 4,- I i� I , out- 010 !.`O ��e 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 916-893-1600 r- ( 100, i i i i ii J A. -� Q! I O- -1-- .3457 _.I._ _I ----#t---- I-- �, - � '� _T _.I_ _; _-1_._E 1 I-- -_ i - � � - SIL......• b ?. --11 o Ix S r_ 8 f Qj- 1--� -' O o r._ __ _- ; .._ ,_-.J _._ I of 00 16 9 -- BY: J�>L� - NOI'ti1S'tar DATE: I I l �t� �oq` �, �vo`•'4A JOB NO:G)Q�8 ��`��,q ENGINEERING 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 PAGE OF No.c2A257 Civil Engineers @.Planners o Surveyors e.NNE ONE=1 m NINE 0f IN mmmm 0 NO 0 IIIIIIIIIIIIN 0 MEN ON ism mm 0 No NONE MEN mm 0 N BY: i m 1?1 - I DATE: JOB, NO: cjDBg PAGE 7 OF No. C.34257 CIVIV C AL%i ov& m p wthStar ENGINEERING CMI Engineers 9 Planners *Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 916-893-1600 --- , - - --m Tire IR !g p 0-fs L -- - -- -- .1— - — --i— Pil Oil 4-1 LI AILA� 1 5 11 i+ 00 7- tH Al L, ti, I 'F t 1 1. F -7 -F Mi -f- i oo� Tt 121 L- 0 L ITT K- V --'--.� I _� J tai _ G_� 'Y� I C/��� _I �+_V �� ai A�Ci i � � � j—E wle v TP I L-A— T-1 . .. ....... r— 7— T F ! 4 4 —j. BY: J R DATE: JOB NO:�-jQgg PAGE OF PAwthStar ENGINEERING Civil Engineers • Planners • Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 916-893-1600 +aR��S _ A_X_ i✓1 n�� ,- APP�I�D 1� _F.---- r1 a ISH A.TLI_D aU AT 10 1 5 i -,-- PiA G -i Z S _ o F NS S -- - _-�-4— T Tr- j l Pit 7 -- I' I - L ,aR_ H7 -_-k _ _ � - j .m � � „{_ �� � TV � - ! � � _� ,-�� f.®� • • s.o ;yea ��. Wo. C3� 57� a ---- - _ SIV o_ .� CAWS' P. 34257,_ I ,� Reg. 1E�pnr� J -3u — �— l '� _ BY: Norr�thSar DATE: IQ/ I Gi � «o. C34257 JOB NO: �jQ ENGINEERING ;. ,° ��r CMI Engineers • Planners • Surveyors PAGE �� OF = _>>, ��a, .1. OF cn% 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 916-893-1600 , —� - -�► I 1- i -I f — ` �. LT i - 3 N. L_ If 1--! -1----1--8B _1.801TSo.NI-.._ --•-- I -I - t . �z - 1 I{I iii f- - -� � fi I � � • j � T; .i. � i I i o i ` I f i i i I-(oi 1- r I . f ; �. -4- , BY: imp, . DATE: 10111-2 JOB NO: -PAGE �100F._ NoriFStar ENGINEERING Civil Engineers 9 Planners *Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 916-893-1600 L L. I f Y T P, 542. 1 ?31# T" L -T -I -I I i 1 g urg g] 1 1 I -T- F d4 -A41 lilt o. -C 257 1 _14 v%. 6M. 34257 4 + �::� � - .�. r� - - �P- � - �.- }gip-�.�oo :: �� �-___ r � .�. . -4- - ----- L BY: i I I R DATE: 11 / 19,;;, JOB NO: r7o88 PAGE I I OF NorthStar ENGINEERING Civil Engineers • Planners • Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 916-893-1600 MIN III Ml NMI ■ N�MINE NO m Or. m m NONE m ME BY:. JMR DATE: l o / J JOB NO: rj Q PAGE 1 ?-OF NorthStar ENGINEERING Civil Engineers • Planners • Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 916-893-1600 JL - L Z FT o R G G,�',-l.�u TI0 1 7i iJ.LI T+o NGfz � D To' j�� 1 I T H LOCM �- 1 I I 1. �I 1,5 ILI , It �_ . _.�..._ fir' �� a ..- - ;_ ' --�.--.,.`.. ► ." � �_ l ' r s! .� Io ___.? - ►- � i � _ _�. ..._u.. `fro` 1 257, - Q6.Cb11�o�' ' -I E 34257 -30 $S.-. _ BY: imp,, DATE: 10/ 1 Cl JOB NO: 451DB0 PAOE_� I ?� OF� P_ FIV L 2 NorthSfar ENGINEERING Civll Engineers • Planners • Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 916-893-1600 N�■■■�■■ ■��■■■■■■■■■ ■ ■ ■.■C■EN ■■■■ :. ■■�i■■f ���--�_ ■■■.d■ No ■r: ■■■ IME ■■Im ■■■■■MN ■■ ■ ■� 1�1■ ■��■■ ■■■■ ■■■■■■■■■■■■■mmmmm �■■■I■■■■■■■■■■ ■■■ al■■chi a ■o■■--�1■■r ■�r► `�. , - o Noma ■■_ - - we - �w■► ■■�■r��e��r■uu■■■■■■■■■■ ■■■1�%���■I■■■■■■■■®■■■■� ■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■ Now■G, IC�L�.115.�1��% � L r 5-:11 ■■■■� ■■■■■ ■11MME ■■■■■■■■■■■■ -131811- :.4 ► k� w_gvo l�P �■ ■■■■■■-131811- ■■■■.-fflum ■■■■■1� .' ■ his■■■■�i ■m■■■■■. ■mm■�■M■■■ ■■■ ■��ii®`i■ii ■ ��r� . , ti ■■ ■■■ ME ■�' _ . _ ME ■� E ' � �ism � i I� :" � � ''■ .9 J ■ BY: No. 034257 NwthStar DATE: JOB NO: ENGINEERING PAGE OF I zi'p cj.,, 10 C1vI1 EngIneers e Planners III Surveyors Ap,r,-v. 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 916-893-1600 tres 9 65II IN - Li oll RA -F *41 or 4,- L IV -J +j -44,- T- IP2-- -7, uf-! --- ---- if JOSEPH U. HILL, P.E. "structural engineer JOB 140.01.34-111 SHEET 1 OF 4 JULY, 1992 BRANT NIGHTINGALE/ DESIGNS GILBERT RESIDENCE ` COUTOLENC RD & NORTH LAKE RD COUNTY 'OF BUTTE, CA DESIGN CRITERIA The subject of these tale's is an alternate design for BEAM B-1 using PARALLAM PARALLEL STRAND LUMBER, (PSL). Data is based on ICBG REPORT NO. NER - 29L CODE 1988 UBC LOADING: ROOF -DL = 15 PSF . - LL = 30 PSF (SNOW) FLOOR - DL =10 PSF - LL = 40 PSF WALLS - DL = 10 PSF (INTERIOR) CELING - DL = 5 PSF - LL = 5 PSF WIND - p = CezCgzgmd - 75 MPH, EXP. B = .7E1.3z15z1.0 =13.85psf -15.00 psf min. TO 20' = .8z1.3zl5z1.0 = 15.80psf TO 40' SEISMIC - V = Z[Cw/Rw - ZONE 3 = .3Oz1.0z2.75w/8 =.14w MATERIALS QPpFESS/p A ! 2 w o m 0935 * Exp. 9-30-93 OF CAL-1F��\P LUMBER - PARALLAM, GRADE 2.OE, Allowable Fb - 2900 X.96 = 2784 psi, Fv = 290 psi, MOE = 2,000,000 couwy0 o13UTFB BUILDIPT APR 2 9 1993 tlUTTE COUNTY d171LDING DEPAR7MENl APPROVED 1013 tokh lane . napa • caiifornia 9455&4607 - (707) 252-$135 If 0 BEAM DESCRIPTION: BEAM B-1 OVERALL BEAM LENGTH (FEET) ......... 32 DISTANCE TO.LEFT SUPPORT (FT).... 3.5 DISTANCE TO_RIGHT SUPPORT (FT)... 28.5 (DISTANCE MEASURED FROM LEFT END) LOADINGS LOAD DESCRIPTION: DL + LL UNIFORM LOAD ON LEFT CANTILEVER (PLF)........ 620 UNIFORM LOAD ON CENTER SPAN (PLF)............ 620 UNIFORM LOAD ON RIGHT CANTILEVER (PLF)....... 620 POINT LOAD ON TIP OF LEFT CANTILEVER (LBS)... 0 POINT LOAD ON TIP OF RIGHT CANTILEVER (LBS).. 0 LOAD_ CALCULATIONS REACTIONS: LEFT SUPPORT = 9,920 POUNDS. RIGHT SUPPORT = 9,920 POUNDS. MAXIMUM MOMENTS AND SHEARS: DESCRIPTION 2 ALLOWABLE BENDING STRESS (PSI)... MOMENT('#) SHEAR(#) LEFT SIDE OF LEFT SUPPORT -3,797 -2,170 RIGHT SIDE OF LEFT SUPPORT -3,797 7,750 LEFT SIDE OF RIGHT SUPPORT -3,797 -7,750 RIGHT SIDE OF RIGHT SUPPORT -3,797 2,170 CENTER SPAN AT 12.50 FEET FROM LEFT SUPPORT -44,640 0 MATERIAL PROPERTIES ------------------- ELASTIC MODULUS (MEGA PSI)....... 2 ALLOWABLE BENDING STRESS (PSI)... 2784 ALLOWABLE HORIZ. SHEAR (PSI)...... 290 ALLOWABLE OVERSTRESS (96).....:... 15 MAXIMUM ALLOWABLE STRESS (PSI)... 3201.6 MAXIMUM ALLOWABLE SHEAR (PSI).... 333.5 SECTION_ PROPERTIES FOR A 5.43 X 18 : z0¢ BENDING STRESS (PSI)........ 1,911 SHEAR STRESS (PSI)........ 105 DEFLECTIONS BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0 FEET. MAXIMUM DEFLECTIONS: DEFL. (INCHES) TIP OF LEFT CANTILEVER -0.40 CENTER SPAN 0.94 TIP OF RIGHT CANTILEVER -0.40 Joe O/- POSIT. (FT) 0.00 16.00 3.2.0 0 DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 319.62 LOADINGS LOAD DESCRIPTION: DL ONLY UNIFORM LOAD ON LEFT CANTILEVER (PLF)........ 230 UNIFORM LOAD ON CENTER SPAN (PLF)............ 230 UNIFORM LOAD ON RIGHT CANTILEVER (PLF)....... 230 POINT LOAD ON TIP OF LEFT CANTILEVER (LBS)... 0 POINT LOAD ON TIP OF RIGHT CANTILEVER (LBS).. 0 DEFLECTIONS' BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0 FEET. MAXIMUM DEFLECTIONS: TIP OF LEFT CANTILEVER CENTER SPAN TIP OF RIGHT. CANTILEVER DEFL. (INCHES) POSIT. (FT) -0.15 0.00 0.35 16.00 -0.15 32.00 DEFLECTION FACTOR = CENTER SPAN'/ MAXIMUM DEFLECTION= 861.58. J- U. 13EKILAL, P.E. 10 13 TobU lAw Naps, CA 9466&407,, (707) 262-8136 . ...... . .... ... ........ . . ....... . ...... .. . .. .. .... .. ..... .... .......... .. . ........ .......... ........... . . ............ . ............ . ... .. .......... .. .......... . ... ............. ... . .. .... . ..... . * ............ ............ ............. .. ........ ............ ........ ............................ In 68.50 X 4.75 = 315.86 ... . .. .... .. ......... .. ..... .. .... ....... .... .... .. . . .............. ................... 1....._.....................__..__ . .... ........ JOS SHEET NO OF CALCULATED BY J.U. HILL DATE CHECKFO BY-- DATE SCALE PROPERTIES OF NOTCHED BEAMS BEAM WIDTH 'bP . 7.00 in NOTCH WIDTH an -w: 1.00 In BEAM DEPTH W 18.00 In NOTCH DEPTH 'In-&: 8.50 in MOMENT ABOUT THE U -U AXIS: DISTANCE OF X -X AXIS FROM THE U -U AXIS: ......... ................. . ....... A x Yx MOMENT Ym = WA = . 8.26 In ............ . .... .. ............ . .. 42.50 X 13.75 = 584.30 YI=D2+p1/2)m 13.75 In 68.50 X 4.75 = 315.86 Y2 = DW 4.75 In 109.00 900.25 KI = Yl -YM = 5.49 In .. . . ... .......... . ... .... K2 = YM -Y2 4.75 in Cl = d-Ym 9.74 In ........................................... Ix ........... .... .................. . ........ + Ax*Kx*"*2 ..... .... .. ..... . .. 01 i . (?t 7) 2S3 -- 41 JOSEPH U. HILL, P.E. if -i-rAl , cJ9E /y/LL Tel: 707.252.8135 JOB 01 - 34 AUGUST 1993 BRANT NIGHTINGALE'DESIGNS GILBERT RESIDENCE PARADISE, CA 95969 DESIGN CRITERIA SHEET 1 OF 14 Exterior walls. roof and floor. are supported by concrete retaining basement wall foundations Retaining walls are supported at top by garage_ slab and at the bottom by footings. CODE 1991 UBC SUPERIMPOSED LOADINGS: �_ /Vor/xv C/fZCS DEAD LOAD: 15'x15PSF + 8'x10PSF = 310#/FT DEAD + LIVE LOAD: 15' ff—L+117—s—co—nsiidered in bearing and sliding calculations, DL is considered s ding ca cu a io SURCHARGE of 2000lbs wheel load at approximately 3ft from wall - 2000#/62=56psf Calculations provided for A - 4'-0" wall :. pages 2 to 4 B - 5'-6" wall. a wall 0 10 D-8'-" to 13 /1rr V4- MATERIALS CONCRETE.- Ult. Compr. Strength - f'� = 2500 psi @ 28 days REINFORCING - ASTM A615, Grade 40 WELDED WIRE MESH - ASTM A185, 6X6 - W1.4 X W1.4 (10X10) ALLOWABLE SOIL BEARING PRESSURE - 1500 psf ALLOWABLE LATERAL BEARING PRESSURE 200 PSF 7D 05-7,-� A� J -1-behl 4/3/93 1013 Toldi Lane, Napa, California 945584607 ESSto;,,� i CO20935 o Exp 0cmr- OF CN PAGE: OF JOSEPH U. HILL, P.E. JOB NO.: 01-34 1013 TOLDI LANE SUBJECT: NIGHTINGALE/DESIGNS NAPA, CA 94558-4607 GILBERT RESIDENCE TEL.: 707.252.8135 DATE: 09-93 BY : JUH -------------------=------------------------------------------------------------ BASEMENT ----------------------------------- RETAINING WALL DESIGN > DESCRIPTION :RETAINING WALL AT GARAGE R-1, 4'-0" > DESIGN DATA ----------- FOOTING Soil Bearing Press = 1,500 psf Ftg/Soil Friction = 0.35 Active Fluid Press = 30 pcf f'c - Concrete = `2,500 psi Passive Pressure = 200 pcf Fy - Reinforcement = 40,000 psi Soil Density = 110 pcf % Steel Minimum = 0.0025 WALL LOADING CONDITIONS ----------------------- >.Percent Fixity To Be Used @ Base of Wall = 0 % > Surcharge over Toe = 0 psf > Surcharge over Heel = 56 psf > Axial Load On Stem = 320 plf > Axial Load Ecc. = 1 in > Soil Ht over Toe = 0 in. > UNIFORM LOAD (Added) = 0 plf > Bottom Above T.O.F. = 0 ft > Top Above T.O.F. = 0 ft WALL & FOOTING GEOMETRY ----------------------- > Retained Height = 4 ft > Toe Width = 0.25 ft > Height Above Soil = 0.5 ft Stem Width = 0.50.ft ------ > Heel Width = 0.25 ft Total Wall Height = 4.5 ------ FOOTING WIDTH = 1.00 ft > Key Depth = 0 in > Key Width = 0 in > Footing Thickness = 8 in > Toe / Key Dist. _ 0 ft 1- STABILITY SUMMARY --------------------------------------------------� SOIL PRESSURE @ TOE _ .576 psf 1,500 = Allow SOIL PRESSURE @ HEEL = 1,187 psf FACTOR OF SAFETY : Sliding = 1.79 ONE-WAY SHEAR AT TOE SIDE OF STEM _ < 1 > OK ONE-WAY SHEAR AT HEEL SIDE OF STEM.. _ < 1 > OK RESTRAINT FORCE REQ'D AT TOP OF WALL = 104 lbs ADDITIONAL RESTRAINT REQD AT BOTTOM = 0 lbs ----------------------------------=-----------------------------------� PAGE: 3 OF / JOSEPH U. HILL, P.E. JOB NO.: 01-34 1013 TOLDI LANE - SUBJECT: NIGHTINGALE/DESIGNS NAPA, CA 94558-4607 GILBERT RESIDENCE TEL.: 707.252.8135 DATE: 09-93 BY : JUH ---------- ----------------------------------------------------------------------- SOIL PRESSURE SERVICE ULTIMATE -------------- Ecc. From CL = -0.058 ft Pressure @ Toe = 576 806 psf (Neg. = Heel Side) Pressure @ Heel= 1,187 1,662 psf Kern Distance = 0.167 ft SLIDING CHECK @ BASE -------------------- > Ht. of Soil to Neglect = 0 in Max. Lateral Force= 197 # Passive Pressure = 44 # Max. Rests: Force = 353 # Friction Pressure = 309 # Addn'l Force Reqd = 0 F.S. Sliding = 1.793 TOE DESIGN Mu' =Upward Moment = 27 ft-# Mu DESIGN MOMENT = 23 ft-# Mu '' =Downward Mom. = 4 ft-# d = Thickness -3.5"-= 4.50 in As Required = 0.002 in -2 'm' =18.823 As Provided = 0.135 in -2 R -u =1.2645 psi Fv = 2*(f'c-.5) = 100.00 psi Try: #4 @ 17.5 in #7 @ 53.5 in Actual Shear / Phi = 4.97 psi #5 @ 27.5 " #8 @ 70.5 " #6 @ 39..5 " #9 @ 88.5 " HEEL DESIGN Mu ''=Downward Mom. = 26 ft,-# Mu : DESIGN MOMENT = 24 ft-# Mu° =Upward Moment = 50 ft-# d = Thk - 211 = 6.00 1 n As : Required = 0.001 in-2/ft '.m' _ =18.823 As : Provided = 0.180 in-2/ft R -u =0.7294 psi One Way Shear: Try: #4 @ 13.5 in #7 @ 40.5 in Fv = 2*(f'c-.5) = 100.00 psi #5 @ 20.5 #8 @ 48 Actual Shear / Phi = 23.66 psi #6 @ 29.5 #9 @ 48 MOMENTS AT BASE OF WALL Weight Moment MOMENT ------------------------ lbs .Arm ft ft-# (Taken About Toe) ---------------------------------- Moment Due To Soil Pressure = -- -- 0 Moment Due To Surcharge = -- -- 0 Moment Due To Uniform Load = -- -- 0 Soil Wt Over Heel = 110 0.88 = 9.6 Soil Wt Over Toe .. = 0 0.00 = 0 Surcharge @ Toe = 0 0.13 = 0 Surchrage @ Heel = 14 • 0.88 = 12 Stem Weight = 338 0.50 = 169 EFP @ Toe _ 7 0.67 = 4 Axial Load on.Stem 0.50 = 160 Footing Weight = 100 0.50 = 50 Key Weight = 0 0.00 = 0 Total Vertical Load = 882 # Tot. Moment= 492 Actual Axial Stress= NA psi PAGE: 4_"_ OF JOSEPH U. HILL, P.E. psi Masonry JOB NO.: 01-34 Allow. 1013 TOLDI LANE NA NA SUBJECT: NIGHTINGALE/DESIGNS fs = NA NAPA, CA 94558-4607 psi Bond Length GILBERT RESIDENCE NA in TEL.: 707.252.8135 -------------------------------------------------------------------------------- DATE: 09-93 BY : JUH STEM DESIGN BETWEEN LATERAL SUPPORTS > WALL MATERIAL.: CONCRETE = 1, MASONRY = 2 > f'm Masonry = 1,500 psi > Load Duration Factor = 1 > Fs : For Masonry = 2.4,000 psi > Special insp? Y=1 N=0 -> 0 > f'c Concrete = 2,500 psi > Rebar: Cntr=1, Edge ---2 -> 2 > Fy : For Concrete = 40,000 psi Bot. Ht. above TOF = 1.82 ft > WALL THICKNESS = 6 in Loaded Section Ht = 2.68 ft > REBAR SIZE # # 4 (Default @ M=max) Shear @ Section = 0 # REQ'D SPACING = 13 in Max Ms:Service = 164 ft-# Actual Axial Stress= NA psi Allow Axial Stress = NA psi Masonry Actual Allow. f ' m = NA NA psi fs = NA NA psi Bond Length Req'd = NA in Rebar Area Supplied 'd' for design Actual Moment Cap. P/FaAg + Ms/Mcap Allow Unit Shear Actual Unit Shear 0.090 in -2 4 in = 1,234 0.133 = 85.0 psi 0.0 psi STABILITY SUMMARY ------- ------------------------------------------- PAGE: 5 OF JOSEPH U. HILL, P.E. = 846 psf JOB NO.: 01-34 SOIL PRESSURE @ HEEL 1013 TOLDI LANE SUBJECT: NIGHTINGALE/DESIGNS : Sliding = 1.60 NAPA, CA 94558-4607 I ONE-WAY.SHEAR AT GILBERT RESIDENCE 1 TEL.: 707.252.8135 ONE-WAY SHEAR AT HEEL SIDE OF DATE: 09-93 BY : JUH > OK --------------------------------------------------------7----------------------- BASEMENT ----------------------------------- REQ'D AT TOP RETAINING WALL DESIGN lbs ADDITIONAL RESTRAINT ------------=-----------------------'----------------------------------- > DESCRIPTION :RETAINING WALL AT GARAGE R-1, 5'-6" �--- 0 lbs > DESIGN DATA ----------- FOOTING Soil Bearing Press = 1,500 psf Ftg/Soil Friction = 0.35 Active Fluid Press = 30 pcf f'c - Concrete = 2,500 psi Passive Pressure = 200 pcf Fy -.Reinforcement = 40,000 psi Soil Density = 110 pcf % Steel Minimum = 0.0025 WALL LOADING CONDITIONS ----------------------- > Percent Fixity To Be Used.@ Base of Wall = 0 % > Surcharge over Toe = 0 psf > Surcharge over Heel = 56 psf > Axial Load On Stem = 320 plf > Ax1al.Load Ecc. = 1 in > Soil Ht over Toe = 6 in* > UNIFORM LOAD (Added) = 0 plf > Bottom Above T.O.F. = 0 ft > Top Above T.O.F. = 0 ft WALL & FOOTING GEOMETRY ----------------------- > Retained Height = 5.5 ft > Toe Width. = 0.25 ft > Height Above Soil = 0.5 ft Stem Width = 0.50 ft ------ > Heel Width = 0.5 ft Total Wall Height = 6 ------ FOOTING WIDTH = 1.25 ft > Key Depth _ 0 in > Key Width = O in > Footing Thickness = 8 in > Toe / Key Dist. = 0 ft STABILITY SUMMARY ------- ------------------------------------------- PRESSURE @ TOE- = 846 psf 1,500 = Allow SOIL PRESSURE @ HEEL = 1,137 psf 1 FACTOR OF SAFETY : Sliding = 1.60 I ONE-WAY.SHEAR AT TOE SIDE OF -STEM = < 1 > OK ONE-WAY SHEAR AT HEEL SIDE OF STEM = < 1 > OK RESTRAINT FORCE REQ'D AT TOP OF WALL = 182 lbs ADDITIONAL RESTRAINT ------------=-----------------------'----------------------------------- READ AT BOTTOM = 0 lbs PAGE:- 0-" OF _�-- JOSEPH U. HILL, P.E. JOB NO.: 01-34 1013 TOLDI LANE SUBJECT: NIGHTINGALE/DESIGNS NAPA, CA 94558-4607 GILBERT RESIDENCE TEL.: 707.252.8135 DATE: 09-93 BY : JUH ------------------------------------------------------ .SOIL PRESSURE ------------- Ecc. From CL = -0.031 ft (Neg. = Heel Side) Kern Distance = 0.208 ft SERVICE ULTIMATE Pressure @ Toe.= 846 1,185 psf Pressure @ Heel= 1,137 1,591 psf SLIDING CHECK @ BASE @ 53.5 in _______ _____________ #8 > Ht. of Soil to Neglect = 0 in Max. Lateral Force = 356 # Passive Pressure = 136 # Max. Resis. Force = 570 # Friction Pressure = 434 # Addn'1 Force Regd = 0 F.S. Sliding = 1.600 TOE DESIGN Mu' =Upward Moment = 38 ft-# Mu ''=Downward Mom. = 7 ft-# As : Required = 0.002 in -2 As : Provided = 0.135 in -2 Mu DESIGN MOMENT = 31 ft-# d = Thickness -3.5" = 4.50 in Imp =18.823 R_u =1.7056 psi Fv 2*(f'c-.5) = 100.00 psi Try: #4 @ Actual Shear / Phi = 6.67 psi #5 @ #6 @ HEEL DESIGN 17.5 in #7 @ 53.5 in 27.5 " #8 @ 70.5 " 39.5 #9 @ 88.5 " Mu '' =Downward Mom. = 133 ft-# Mu : DESIGN MOMENT Mu'. =Upward Moment = 192 ft-# d = Thk - 2" As Required = 0.003 in-2/ft 'm' = As Provided 0.180 in-2/.ft R -u 59 ft-# 6.00 'in 18.823 =1.8197 PSI One Way Shear: Try: #4 @ 13.5 in #7 @ 40.5 in FV = 2*(f'c-.5) = 100.00 psi #5 @ 20.5 If #8 @ 48 " Actual Shear / Phi = 23.34 psi #6 @ 29.5 If #9 @ 48 " MOMENTS AT BASE OF WALL ----------------------- (Taken About Toe) Moment'Due To Soil Pressure = Moment Due To Surcharge = Moment Due To Uniform Load = Soil Wt Over Heel = Soil Wt Over Toe = Surcharge @ Toe = Surchrage.@ Heel = Stem Weight = EFP @ Toe = Axial Load on Stem = Footing Weight = Key Weight = Total Vertical Load = Weight Moment MOMENT lbs Arm ft ft-# ---------------------------------- -- -- 0 -- -- 0 -- -- 0 303 1.00 = 303 14 0.13 = 2 0 0.13 = 0 28 1.00 = 28 450 0.50 = .225 20 0.83 = 17 20 0.50 = 160 125 o.63 =. 78 0 0.00 = 0 - 1,239 # Tot. Moment= 812 PAGE: % OF /4;f JOSEPH U. HILL, P.E. JOB NO.: 01-34 1013 TOLDI LANE SUBJECT: NIGHTINGALE/DESIGNS NAPA, CA 94558-4607 GILBERT RESIDENCE TEL.: 707.252.8135 -----------------------------7-------------------------------------------------- DATE: 09-93 BY : JUH STEM DESIGN BETWEEN LATERAL SUPPORTS > WALL MATERIAL CONCRETE = A 1, MASONRY = 2<<-- . > f'm Masonry _. 1,500 psi > Load Duration Factor = 1 > Fs : For Masonry = 24,000 psi > Special Insp? Y=1 N=0 -> 0 > f'c Concrete = 2,500 psi > Rebar: Cntr=1, Edge=2 -> 2 > Fy : For Concrete = 40,000 psi Bot. Ht. above TOF = 2.43 ft > WALL THICKNESS = 6 in Loaded Section Ht = 3.57 ft > REBAR SIZE # # 4 (Default @ M=max) Shear @ Section = 7 # REQ'D SPACING = 13 in Max Ms:Service = 405 ft-# Rebar Area Supplied = 0.090 in -2 Actual Axial Stress=. NA psi 'd' for design = 4 in Allow Axial Stress = NA ps.1 Actual Moment Cap. = 1,234 Masonry Actual Allow. P/FaAg + Ms/Mcap = 0.328 f ''m = NA NA psi fs = NA NA psi Allow Unit Shear = 85.0 psi Bond Length Req'd = NA in Actual Unit Shear = 0.2 psi PAGE:-,?- OF JOSEPH U. HILL, P.E. JOB NO.: 01-34 1013 TOLDI LANE SUBJECT: NIGHTINGALE/DESIGNS NAPA, CA 94558-4607 -GILBERT RESIDENCE TEL.: 707.252.8135 -------------=----------------------------------------=------------------------- DATE: 09-93 BY : JUH BASEMENT ----------------------------------- RETAINING WALL DESIGN > DESCRIPTION :RETAINING WALL AT GARAGE R-1, 7'-0" -E— G > DESIGN DATA ----------- F.00TING Soil Bearing Press = 1,500 psf Ftg/Soil Friction = 0.35' Active Fluid Press = 30 pcf f1c - Concrete = 2,500 psi Passive Pressure = 200 pcf Fy - Reinforcement = 40,000 psi Soil Density = 110 pcf % Steel Minimum = 0.0025 WALL LOADING CONDITIONS ----------------------- > Percent Fixity To Be Used @ Base of Wall = 0 > Surcharge over Toe = 0 psf > Surcharge over Heel = 56 psf > Axial Load On Stem = 320 plf > Axial Load Ecc. = 1 in > Soil Ht over Toe = 12 in > UNIFORM LOAD (Added) = 0 plf > Bottom Above T.O.F. _ 0 ft _ > Top Above T.O.F. = 0 ft WALL & FOOTING GEOMETRY ----------------------- > Retained Height = 7 ft > Toe Width = 0.25 ft > Height Above Soil = 0.5 ft Stem Width = 0.67.ft ------ > Heel Width = 0.58 ft Total Wall Height = 7.5 ------ FOOTING WIDTH = 1.50 ft > Key Depth = 0 in > Key Width = 0 in > Footing Thickness = 8 in > Toe / Key Dist. = 0 ft �- STABILITY SUMMARY ------------------------------------- -------------� SOIL PRESSURE @ TOE - 972 psf 1,500 =Allow SOIL PRESSURE @ HEEL = 1,334 psf FACTOR OF SAFETY : Sliding =. 1.58 ONE-WAY SHEAR.AT TOE SIDE OF STEM = < 1 > OK ONE-WAY SHEAR AT HEEL SIDE OF STEM _ < 1 > OK RESTRAINT FORCE REQ'D AT TOP'OF WALL = 282 lbs ADDITIONAL RESTRAINT READ AT BOTTOM = 0 lbs PAGE: '? OF /¢ JOSEPH U. HIIrL, P.E. JOB NO.: 01-34 1013 TOLDI LANE SUBJECT: NIGHTINGALE/DESIGNS NAPA, CA 94558-4607 GILBERT RESIDENCE TEL.: 707..252.8135 DATE: 09-93 BY : JUH -------------------------------------------------------------------------------- 9 SOIL PRESSURE ------------- Ecc. From CL = -0.039 ft (Neg. = Heel Side) Kern Distance = 0.249 ft SLIDING CHECK @ BASE -------------------- Max. Lateral Force = 560 # Max. Rests. Force = 882 # Addn'1 Force Regd = 0 i"# =11*49"►1 SERVICE ULTIMATE - ------- -------- Pressure @ Toe = 972 1,361 psf Pressure @ Heel= .1,334. 1,868 psf > Ht.. of Soil to Neglect = 0 in Passive Pressure = 278 # Friction Pressure = 604 # F.S. Sliding = 1.576 Mu' =Upward Moment = 43 ft-# Mu DESIGN MOMENT = 34 ft-#' Mu '' =Downward Mom. = 9 ft-# -- -- 0 447 :1.21 = 539 28 0.13 d = Thickness -3.5" = 4.50 in As : Required = 0.003 in -2 'm' 'm' =18.823 =18.823. As : Provided = 0.135 in -2 R -u R -u =1.8786 psi Fv = 2*(f'c-.5) = 100.00 psi Try: #4 @ 17.5 in #7 @ 53.5 in Actual Shear / Phi = 7.65 psi #5 @ 27.5 '! #8 @ 70.5 " @ 2045 " #8 @ 48 " #6 @ 39.5 #9 @ 88.5 " I4t3D11 1j0"1 b Mu '' =Downward Mom. = 218 ft-# Mu : DESIGN MOMENT = 85 ft-# Mu' =Upward Moment 303 ft-# 0 -- -- 0 447 :1.21 = 539 28 0.13 A = Thk - 2" _ 6.00 in As : Required = 0.005 in-2/ft 'm' _ =18.823. = 42 As : Provld.ed = 0.180 in-2/ft R -u = 112 =2.6280 psi One Way Shear: Try: #4 @ 13.5 in #7 @ '40.5.1-n FV = 2*(f'c-.5) = 100.00 psi 95 @ 2045 " #8 @ 48 " Actual Shear / Phi = 27.32 psi #6 @ 29.5 " #9 @ 48 " MOMENTS AT BASE O,F WALL ----------------------- (Taken About Toe) Moment Due To Soil Pressure = Moment Due To Surcharge = Moment Due To Uniform Load Soil Wt Over Heel = Soil Wt Over Toe = Surcharge @ Toe = Surchrage @ Heel = Stem Weight = EFP @ Toe _ Axial Load on Stem = Footing Weight = Key Weight = Total Vertical Load = Weight Moment MOMENT lbs Arm ft ft-# ----------------------=----------- -- -- 0 -- -- 0 -- -- 0 447 :1.21 = 539 28 0.13 = 3 0 0.13 = 0 32 1.21 _ 39 750 0.58 = 438 42 1:00 = 42 C -0 0.58 = 187 150 .0.75 = 112 0 0.00 = 0 1,726 # Tot. Moment= 1359 PAGE: �D OF JOSEPH U. HILL, P.E. JOB NO.: 01-34 1013.TOLDI LANE SUBJECT: NIGHTINGALE/DESIGNS NAPA, CA 94558-4607 GILBERT RESIDENCE TEL.: 707.252.8135 -------------------------------------------------------------------------------- DATE: 09-93 BY : JUH STEM DESIGN BETWEEN LATERAL SUPPORTS > WALL.MATERIAL CONCRETE = 1, MASONRY = 2 > f'm Masonry = 1,500 psi > Load Duration Factor = 1 > Fs : For Masonry = 24,000 psi > Special Insp? Y=1 N=0 -> 0 > f'c Concrete = 2,500 psi > Rebar: Cntr=1, Edge=2 -> 2 > Fy : For Concrete = 40,000 psi Bot. Ht. above TOF = 3:23 ft > WALL THICKNESS = 8 in Loaded Section Ht = 4.27 ft > REBAR SIZE # # 4 (Default @ M=max) Shear @ Section = -11 # REq'D SPACING = 9.75.1n Max Ms:Service = 801 ft-# Rebar Area Supplied = 0.150 in -2 Actual Axial Stress= NA psi 'd' for design = 6 in Allow Axial Stress = NA psi Actual Moment Cap. = 2,478 Masonry Actual Allow. P/FaAg + Ms/Mcap = 0.323 f ' m = NA NA ps 1 fs = NA 'NA psi Allow Unit Shear = 85.0 psi Bond Length Req'd = NA in Actual Unit Shear = 0.3 psi PAGE: OF Ile JOSEPH U. HILL, P.E. JOB NO.: 01-34 SOIL PRESSURE @ TOE = 1,219 psf ..1013 TOLDI LANE 1,500 = Allow SOIL PRESSURE @ HEEL. SUBJECT: NIGHTINGALE/DESIGNS 1 NAPA, CA 94558-4607 1.53. GILBERT RESIDENCE -STEM = < TEL.: 707.252.8135 ------------------------------------------------=------------------------------- > OK ONE-WAY SHEAR AT HEEL SIDE OF DATE: 09-93 BY : JUH > OK BASEMENT ----------------------------------- OF WALL = RETAINING WALL DESIGN ADDITIONAL RESTRAINT READ AT BOTTOM = > DESCRIPTION :RETAINING WALL AT GARAGE R-1, 8'-6" -"r"' D > DESIGN DATA ----------- FOOTING Soil Bearing Press = 1,500 psf Ftg/Soil Friction = 0.35 • Active Fluid Press = 30 pcf f'c - Concrete = 2,500 psi Passive Pressure = 200 pcf Fy - Reinforcement = 40,000 psi Soil Density = 110 pcf % Steel Minimum = 0.0025 WALL LOADING CONDITIONS ----------------------- > Percent Fixity To Be Used @ Buse of Wall = 0 % > Surcharge over Toe = 0 psf > Surcharge over Heel = 56 psf > Axial Load On Stem = 320 plf > Axial.Load Ecc. _ .1 in > Soil Ht over Toe = 12 in > UNIFORM LOAD (Added) = 0 plf > Bottom' Above T.O.F. = 0 ft - > Top Above T.O.F. = 0 ft WALL & FOOTING GEOMETRY ----------------------- > Retained Height = 8.5 ft > Toe Width = 0.25 ft > Height Above Soil =. 0.5 ft Stem Width = 0.67 ft ------ > Heel Width = 0.75 ft Total Wall Height = 9 ------ .FOOTING WIDTH = 1.67 ft > Key Depth = 6 An > Key Width = 6 in > Footing ThicKness = 8 in > Toe / Key Dist. = 0.5 ft STABILITY SUMMARY SOIL PRESSURE @ TOE = 1,219 psf 1,500 = Allow SOIL PRESSURE @ HEEL. = 1,415 psf 1 FACTOR OF SAFETY Sliding 1.53. ONE-WAY.SHEAR AT TOE SIDE OF -STEM = < 1 > OK ONE-WAY SHEAR AT HEEL SIDE OF STEM = < 1 > OK RESTRAINT FORCE REQ'D AT. TOP OF WALL = 405 lbs ; ADDITIONAL RESTRAINT READ AT BOTTOM = 0 lbs PAGE: 1Z OF / JOSEPH U. HILL, P.E. JOB NO.: 01-34 " 1013 TOLDI LANE SUBJECT: NIGHTINGALE/DESIGNS NAPA, CA 94558-4607 GILBERT RESIDENCE TEL.: 707.252.8135 DATE: 09-93 BY : JUH -------------------------------------------------------------------------------- SOIL PRESSURE ------------- Ecc. From CL = -0.021 ft (Neg. = Heel Side) Kern Distance = 0.278 ft SLIDING CHECK @ BASE Max. Lateral Force = 808 # Max. Rests. Force = 1,238 # Addn'l Force Regd = 0 TOE DESIGN SERVICE ULTIMATE Pressure @ Toe = 1,219 1,707-psf Pressure @ Heel=. 1,415 1,981 psf > Ht. of Soil to Neglect,= 0 in Passive Pressure = 469 # Friction Pressure = 768 # F.S. Sliding = 1.532 Mu' =Upward Moment = 54 ft-# Mu DESIGN MOMENT = 45 ft-# Mu " =Downward Mom. = 9 ft-# -- -- 0 701 1.29 = 906 28 0.13 d = Thickness -3.5" = 4.50 in As Required = 0.003 in -2 'm' 'm' =18.823 _ As Provided' = 0.135 in -2 R -u in-2/ft =2.4456 psi FV = 2*(f'c-.5) = 100.00 psi Try: #4 @ 17.5 in #7 @ 53.5,1n. #4 Actual Shear / Phi = 9..41 psi #5 @ 27.5 " #8 @ 70.-5 " psi #5 @ 20.5 " #8 #6 @ 39.5 #9 @ 88.5 " HEEL DESIGN Mu "=Downward"Mom. = 430 ft-# Mu : DESIGN MOMENT = 116 ft-# Mu' =Upward Moment = 546 ft-# 0 -- -- 0 701 1.29 = 906 28 0.13 d = Thk - 211. = 6.00 in As : Required = 0.006 in-2/ft 'm' 42 _ =18.823 320 As : Provided = 0.180 in-2/ft R -u 0.50 =3.5791 psi One Way.Shear: Try: #4 @ 13.5 in #7 @ 40.5 in FV = 2*(f'c-.5) = 100.00 psi #5 @ 20.5 " #8 @ 48 " Actual Shear / Phi = 30.35 psi #6 @ 29.5 #9 @ 48 " MOMENTS AT BASE OF WALL ----------------------- (Taken About Toe) Moment Due To Soil Pressure = Moment Due To Surcharge = Moment Due To Uniform Load = Soil Wt Over Heel = Soil Wt Over Toe = Surcharge @ Toe = Surchrage @ Heel = Stem Weight. _ EFP @ Toe = Axial Load on Stem = Footing Weight = Key Weight. Weight Moment MOMENT lbs Arm ft ft-# ---------------------------.------- -- -- 0 - -- 0 -- -- 0 701 1.29 = 906 28 0.13 = 3 0 0.13 = 0 42 1.29 = 54 900 0.58 525 42 1.00 = 42 320 0.58 = 187 167 0.83 = 139 38 0.50 = 19 Total Vertical Load = 2,195 # Tot. Moment= 1874 PAGE: /'? OF / 4 JOSEPH U. HILL, P.E. JOB NO.: 01-34 " 101*3 TOLDI LANE SUBJECT:.NIGHTINGALE/DESIGNS NAPA, CA 94558-4607 GILBERT RESIDENCE TEL.: 707.252.8135 -------------------------------------------------------------------------=------ DATE: 09-93 BY : JUH STEM DESIGN BETWEEN LATERAL SUPPORTS > WA.LL MATERIAL CONCRETE = 1, MASONRY = 2-- > f'm Masonry = 1,500 psi > Load Duration Factor = 1 > Fs For Masonry = 24,000 psi > Special Insp? Y=1 N=O -> 0 > flc Concrete = 2,500 psi > Rebar: Cntr=1, Edge=2 -> 2 > Fy For Concrete = 40,000 psi Bot. Ht. above TOF = 3.87 ft -> WALL THICKNESS = 8 in Loaded Section Ht = 5.13 ft > REBAR SIZE # # 4 (Default @ M=max) Shear @ Section = -14 N REQ'D SPACING = 9.75 in Max Ms:Service = 1393 ft -b Rebar Area Supplied = 0.150 In -2 Actual Axial Stress= NA psi 'd' for design = 6 in Allow Axial Stress = NA psi Actual Moment Cap. = 2,478 Masonry Actual Allow. P/FaAg + Ms/Mcap = 0.562 f ' m = NA NA psi fs = NA NA psi Allow Unit Shear = 85.0 psi Bond Length Req'd = NA in Actual Unit Shear = 0.3 psi JOSEPH U. HILL, P.E. Civil /Structural Engineering 1013 Toldi Lane Napa, CA 94558 - 4607 707.252.8135 JOB lilt SHtET NO. OF 14 -5? CALCOLATEDBY JUH DATE - CHECKED BY DATE SCALE ....................... .................... ........ . ........ . .. .... V . ..... 10.1 i. NOT REQ ............. ............. ............. ............. ...... . ..... ................ C ---- 71 011: 1: -611 0' . ............. . .. ......... ............. ki 0" 1 0! - W ...... .. . .. . ........... . ..... . ........ ... N-01 REQ Q .............. ......... . ................. ......... .... ............... . ............. D . ............. . ........................ .8' 7:6': 1:1- 611 91, 1 o? - 6.01, W - 8!' SEE�ABOVE .. . ............ ............. . ........ ... ..................... .00TI-NG .............:.............T.............. ............. .......... REBARS ................. ........ . .............. . . ............ ........ . .. . ....... ............ ........ ..... . .... DESIGN! VERTICAL ....... .... 1-�RZONTA-t ... ..... ... HEEL......... ... . ........... . .......... . . . . ..... ....... ..... ........... ........... . ............. ....... .... ............. A #4 1 ........#-- @D 1.W-owQ.: .-NOTi--R� ............. ............. .. ........ . .......... ............. 7 .......... ...... ..... ............. . ............. ......... 0 #4_.@.._1..3:'.,.G. ......4@ AA -NO-T-REQ ..... ........ ................ C #4 @ 9" O.C.#4 @ 0" O.C. 1 1 NOTI` R E:Q'D: . .. .................. D 1 ............... .............. .............. .............. .............. #4 @ 9: O.C.10110 *,+ O.C. #4 @ 13 11 O.C. ... ......... r, fifiESE—■ENEM NOEL I■ME NS ■■r--Y--I■■ W/ /•v NrALJMLAb-& Materials Engineering Testing and Inspection Crane Certification 5050 Cohasset Road Chico, CA 95926 (916) 891-6625 File No. 93201 01 November 1993 Northstar Engineering 20 Declaration Drive Chico, CA 95926 Attn: Mr. Mark Adams Gentlemen: This letter shall serve to clarify our earlier letter, dated 19 October 1993, regarding expansive soil considerations for the Jack Gilbert residence on Coutelenc Road. The soil sample which was used to determine the Expansion Index for this site was visually classified as Yellow Silty Clay (CL- , -.ML). No tests were performed.to more accurately classify this soil. As a result, minor variations might be expected in the Group Symbol and in the Group Name depending on the outcome of classification testing. however, it was my judgement that such variations would not affect the bearing value of this soil and, therefore, further testing was not warranted. I concur with the allowable bearing pressure shown in Table 29-B of the UBC for this classification of soil. This table permits a bearing pressure of 1000 psf for CL -ML soil at a depth of 12" below the surface. Footnote 3 of Table 29-B allows an increase in the bearing pressure of 20% for each additional foot of depth. Based on this criteria, a caisson drilled to a depth of 4' can safely support loads of 1600 psf. Due to the o;r-i.ginal.over.burden of soil which was stripped from the building site, these figures are probably very conservative. Your have indicated a desire to limit the caisson depth to 3' for the interior post supports. My original letter indicated the caissons should extend to a minimum depth of 41. This depth was established after considering the need to increase the allowable bearing pressure and the need to minimize variations in the moisture content of the supporting soil. The soil beneath the interior post supports w-ill.be somewhat protected from moisture changes due to.weather conditions. Therefore, it is my judgement that the minimum caisson depth can be safely reduced to 3' for interior supports, providing the soil bearing pressure does not exceed 1400 psf at these locations. I hope the information provided. above is sufficient to clarify any areas of uncertainty in.my letter of 19 October. 'If further clarification is required,.please call. Very truly yours, . APPLIED TESTING CONSULTANTS, INC. JG. Sea s PE HN SEARS+ NO. 3199 4 C1 cc: Butte County Building Dept. E.,cP,.es• 7 COUNTY CENTER ORIVE -- OROVILLE, CALIFORNIA 95965-3397 . TELEPHONE: (916) 538.7541 FAX: (916) 538.2140 Mark Adams l Northstar Engineering DATE: _November 2, 1993 90 Declaration Dr. Chico, CA 95926. RE:. Expansive'Soil Foundation Dear Mr: Adams: A.P: ".058-470-017 B.P.# 92-1669 With reference to the above subject,"attached is. JCXX] Plan check -list [ ] Red marked calculations -. [ ] Red marked plans Other: ACTION REQUIRED: FX] Comply with plan check list " [XXX] Resubmit plans with revisions as required [XXX] Resubmit calculations with revisions as required. Remarks: If you should have any questions, please call (916) 538-7541, between 3:00 & 5:00. cc: "John Sears Very truly yours, Jack Gilbert John R. Henry - _ Plan Check Engineer - It Permit Applicant: Jack Gilbert Permit # 92-1669 Date: 11/01/93 The above referenced building plans were reviewed by this office'. Provide additional information -and/or make appropriate revisions' ...... _to,.,,plans; _specifications, ..and calculations-as..follows. ... - e foundation design must include the effects of shear. -and uplift at shear - walls. Provide analysis of holdown anchorage and stability'of_,•foundationtat shear-- ( ' walls. Detail • A .shows no vertical reinforcing .in grade beam. Per -previous telephone conversations, -the soils^engineer must make.recom- • mendations for bearing and skin friction values. The engineer of record who performed lateral design (Joseph Hill) must re= view t 8 he foundation design 'without objection.-" - _ ✓ Per telephone conversation, the plans must specifically detail the addi- tional shear at the in -plane -wall foundation level due to the floor dia- hragm resisting out -of -plane wall loads. Provide construction -details showing supporting member four posts at con- entrated load footings #3 and #5. Clarify method used to calculate friction capacity of piers. `-� Clarify typical pier shown on sheet 7 of calculations. Calculations show 2' diameter x 6' deep, plan shows 2.5' diameter x 3' deep. XDetail A/21 should show 3 44 bars as indicated. NorthStar ENGINEERING Civil Engineers 9 Planners • Surveyors Butte County Building Dept. 7 County Center Drive Oroville, CA 95965-3397 Attn: John Henry November 2, 1993 RE: B.P.# 92-1669 (Foundation Design for Jack Gilbert) Dear John, We have addressed your plancheck questions and comments as follows: Item 1. The effects of shear and uplift have been considered in the design of the foundation. See page 8 of the Revised Calculations for shear calculation. See item #2 below for uplift. 2. An analysis has been provided at the critical holdown locations. See page 2 thru 3 of the Revised Calculations. 3. Vertical reinforcing has been shown on detail A. See page 9 of the Revised Calculations. 4. The soils engineer, John Sears, recommends using a design bearing capacity of 1000 PSF one foot below grade with increase for depth as permitted by the UBC. See the attached letter. Joe S. The engineer of record,-.aah-n Hill, has reviewed the foundation design and has no objection., See the fax which was sent to you on 11-2-93. 6. A shear transfer detail has been included to show the method of transferring the shear forces from the interior shear walls into the foundation. See page 6 of the Revised Calculations. Shear transfer at the perimeter foundations has been shown on detail F on page ll.of the Revised Calculations. 7. A construction detail has been provided to indicate the supporting member for the posts at footings #3 and #5. See page 10 of the Revised°Calculations. 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 916-893 1600 8. Friction was not used in the design of any of the piers. Please disregard the friction capacity information shown on the original calculations. 9. Page 7 of the original calculations have been revised to show 2.5' by 3' deep piers at the interior locations as indicated on the drawings. See page 7 of the Revised Calculation. 10. Detail A/21 has been revised to show 3-#4 as indicated. See page 9 of the Revised Calculations. This additional information should satisfy your plancheck questions. Please note that pages 4, 5, 12, 13, and 14 have been added as addendum to reflect minor changes since the first set of calculations. The changes are as follows: Pg. 4 Included to reflect change in the overall depth of the stemwall from 24" to 23". This does not change our design as noted. Pg. 5 Included to show the addition or removal of pier locations which differ from the original layout. These changes have been shown by "clouding" the affected areas. Pg. 12 Included to show the decreased width of the cross beam Pg. 13 from 24" to 18". This does not affect the steel in the Pg. 14 beam. If you still have questions regarding any of this new information please call A.S.A.P. and we will clarify as needed. Since rely V NorthStar Engineering Jeff Richelieu ■E■rata-EME■E MO■■t t■/t■ MMMP4 POEM■ 0■■l 1■t■ fir -=Y= -Iii ■t►k 1■t W- E . 'a &.adLJMLA1h-A Materials Engineering Testing and Inspection Crane Certification 5050 Cohasset Road Chico, CA 95926 (916) 891-6625 File No: 93201 19 October 1993 Northstar Engineering 20 Declaration Drive Chico, CA 95926 : Attn: Mr. Mark Adams Gentlemen: On 07 September 1993 we performed an Expansion Index Test (UBC Standard 29-2) on a sample of soil obtained from the building site of the Jack Gilbert residence on Coutelenc Road in Magalia. The Expansion Index.for this test was 136 and this result is classified as Very -High in Table 29-2 of the Uniform Building Code. To minimize or prevent damage to the structure as a result of soil expansion and contraction, special design features must be incorporated into this construction. We have considered supporting the structure on a caisson/grade beam system, with caissons centered.benea,th the grade beam. However, this approach would require removing all existing concrete formwork and we understand -that salvaging the forms is of major importance. A deep strip footing has also been considered, but this - approach would also require removal and reconstruction of the existing forms. You have suggested a third support system to mitigate detrimental effects of the underlying expansive soil and, at the same time, preclude removal of. the formwork. In general, this system would consist of two caissons with a bridging beam between them, which would support a foundation grade beam. The two caissons would be located adjacent to each other and on.opposite sides of the existing concrete forms. Spacing of .the caisson pairs would be determined by the imposed -loads ina particular area. If this system is utilized, the caissons should extend to a depth sufficient to develop the required soil bearing capacity, with a minimum depth of four feet below the surrounding ground level. It is my judgement that, at a depth of four feet, the annual variation in moisture content of the soil will be greatly reduced and will result in minimal volume changes in the soil throughout the year. Vertical and lateral stresses will be imposed by the structure on both the foundation grade beam and the bridging beam between the caissons. Consequently,',these members must be reinforced to resist the applied stresses:. 1� We have been advised'by the.designer of this home that about three feet of fill material will be required.to bring the garage floor level to grade. It is. recommended that aggregate base be used for fill soil in the garage area. This material is very stable.and almost'.totally non=expansive. Additionally, aggregate base has a high unit weight (1.50 pcf_) and will be quite effective in countering expansion pressure from the soil beneath it. If a significant`depth (+/- 31) of aggregate base is used for fill in the garage.area, ,the floor slab should not require special design features to withstand expansive.soil pressure. Also,_no special support system should,be required for the. garage floor slab at the door opening. however, as a note of caution, the perimeter foundation grade beam in the garage area.may require lateral restraint to resist the stresses imposed by compacted fill material placed inside the 'garage.area. If you have questions concerning the -recommendations contained herein or if you require.additional information, please don't, hesitate to call. Very truly yours, AP IED TESTING CONSULTANTS, INC. �y-- oh G. -r s , PE W HN 0. EARS Can cc: Butte County Building Dept:xpi.^�s ti'i �.Z-3�'93L - a . - COUMY OF SUM ' r BUILDING DEPT APR ,0 3,1995- -- - - - -- - - -- -. � Via= - - -- - ; -- - - --- • . -- - _ • . l L i 1 Installation Ce " i71 ate: Residential BUILDING OWNER: -BUILDING LOCATION: L �1 BUILDING PEPJIIT # CF -6R An installation certificate is required to be posted at the building site orior to the issuance of the occupancy permit. This form may De used to meet these requirements. All appliance categories listed below are the actual equipment installed. Note that the efficiency and type of the aooiiarice installed must be eauivalent or better than the appliance specified on the.Ceriificate of Comoiiance (CF -1 R). This certificate (or its equivalent) shall be prepared and signed by the person(s) assuming overall rest3onsibiliry for the appliance installation. I, the undersigned, verity that the equipment listed in the category above my signature is the actual equipment installed and that the equipment meets or exceeds the requirements of the Appliance Efficiency Standards. In addition, I have verified that the equipment is equivalent to or more efficient than the equipment specified on the Certificate of Compliance submitted to demonstrate compliance with the Energy Efficiency Standards for residential buildings. HVAC SYSTEMS Energy' External Rated' Nate: Hydronic boiler information is entered here. Other hydronic or combined hydronic equipment is listed under Water Heating Systems. ' Standby' Insulation or Stun) (talions) Efflciengy Heating Equip. CEC Carttfled Manuf.. Make & Actual Efficiency Distribution Type and Duct or Heating Load Heating Piping Before Over- Equipment Type (furnace, heat cumc. etc.) Model Number (AFUE. etc.) Location R -Value Sizing Btuh) Caoactty (Btuh) jo CEC Carttfled Qnoling Equip. Compressor Unit' Type (air cond., Manuf. Make & heat i3umo. etc.) Model Number Actual Distribution Duct or Efficiency Type and Piping (SEER) Location R -Value D /21 The building design heat loss and design heat gain rate have been determined using a method specified in Section 150(h) of I ner Elflcientano.Ards, and are two of the criteria used for equipment sizing and selection. t azure Date HVAC Subontractor (Co. Name) or IteneraJ Contractor or Owner WATER HEATING SYSTEMS - - - Water Heating CEC Carttfled System Type Manuf. Wake & (storage aas. etc.) ?Aodei "number 1. =or small gas storage trateo input 5 75.000 Bturhrl, electric resistance and heat pump water heaters. list Energy Factor. =or large gas storage water heaters irated inout >7S.000 Etwhn, list Rated Input. Recovery Efficiency and Standoy Lcss. For instantaneous gas water heaters, list Rated Inout and Recovery Effimency. =or instantaneous electric water heaters. list Rated Inout. 01 FAUCETS & SHOWER HEADS All faucets ana snowerneaas instaileo are iisted in the Commission's Direc;pry of Candied Faucets and Showerneacs. ,pursuant to Title 24. Pan 6. Subcnaoter 2. Section t 1 1. ienature Date ?lump ng Suocontractor (.Co. Name1 or Ge eras Contractor or Owner THIS CERTIFIGATr ,MUST BE PROVIDED TO THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTI( APPROVAL AND A COPY SHALL BE POSTED WITFIIN THE BUILDING. .JANUARY 1993 Energy' External Rated' Tank Factor or Tank Input (kW Capacity Recovery Standby' Insulation or Stun) (talions) Efflciengy Loss (%) R -Value 1. =or small gas storage trateo input 5 75.000 Bturhrl, electric resistance and heat pump water heaters. list Energy Factor. =or large gas storage water heaters irated inout >7S.000 Etwhn, list Rated Input. Recovery Efficiency and Standoy Lcss. For instantaneous gas water heaters, list Rated Inout and Recovery Effimency. =or instantaneous electric water heaters. list Rated Inout. 01 FAUCETS & SHOWER HEADS All faucets ana snowerneaas instaileo are iisted in the Commission's Direc;pry of Candied Faucets and Showerneacs. ,pursuant to Title 24. Pan 6. Subcnaoter 2. Section t 1 1. ienature Date ?lump ng Suocontractor (.Co. Name1 or Ge eras Contractor or Owner THIS CERTIFIGATr ,MUST BE PROVIDED TO THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTI( APPROVAL AND A COPY SHALL BE POSTED WITFIIN THE BUILDING. .JANUARY 1993 APR 0 3 i��y r� t J?ajnj%it No._lam! t{ E N E R a Y cl t C A T TON 4r"r-Q -u11 - 15456 Cou_tolenc, MaAali a, Ca. DESCRY M01i pig .1"SU144101 . . c ��. «,.,=+► I:K'1'I?RIUIt W!!.i..l� 1LRGl_ASS BATTY -_,T., F IL + 64" 'l'hlt:kneEe(tncht,e) .�*► I..T 11(1 Mit.11 or Ilia, 11,,,t Type F IB RCLASS 1'1T 't'It I cknass ( Inches)_. -T-*« Fill. 'type 1211 FIOE.RGL SSS" 111n1,nh,m Tltickno9 Area cove,:ed(ft. ) 114n I� I,Ui►It , E1.111A'fEl) F1B1.R(I_ASS BATTS — 64" 'I'h l.cknetae (1nChoe) .1.11 Lckni:tla(incite s)--.---� F(:1lltu)A'rIoil WALL A.P. Ho' i '�h1>r>wll Re+eistatice (It V111.1►1:)_..•,-r-,�«-, MANYILL�t=tlU_LE.ft : i �' hlrt+nd Nama._-----_ ,..R..�9T`•m'._�. xll�t�awl Rgpiatnaoe(it Yaluui...,_,�-,-r•ry'..,.. 11 ofrrind' Homo MANVILL.L:-SftH __E ft ._ _ - A"38T TI►etwatl Reoietanee(H ve_,.��,,....._ CERT A INTE-11) r Rxathd N�cuae__-______------.._ � __- -- ' �-r,, _ N►pnb6T c>Y Bogs 3.0 Wt. per beg 27 - M. ThaKti�tl ltaeletgnce(R Vplue), R38,*.,.-,-.__. Btc�lttd rlxtnte MANVLI -Ell R Value Realaeance(y.��T'r, --. ' lhotrnual , .�'h�t�tel Repistst►ce(R Yalue'1 t. fiap041 Realetance(It value)__—.-; ....... t I„��ohy r.1srtify that the above Insulation ro VO &nYtRequLretnerkte,u�ove bul�dinK Illcc>ltfurrn1><nce With the State of (.Mli A99150 .U' Q CONFRAC7'OR IS LICENSE TI[). November 23, 1994 _ I i I1:12KE: 11ISUA_ AT I M, CO INC • -* �„ sIci 11RE UF' INSPA IA. I APPLICATOR I hereby cert.Ify the above lnduUtlotl Mnd 'M11 1'4q aired items as 4110w1t otl,la►a 11u1.1di1►g Department approved pt sni and-attlohboi"ntis Itake•been Lnbtullud a� . 1-c:.lttlred l -y 1118 State of California ilggC�1 Raqt ix :. Al.l e,luLpmel►t, t1,oVlt:a• and materj.&lt SrA Qt thtu quality prescribed or at4l., ?. f leal.I.y Approved by the State UE CAIIlfOCfiiA. ;? 0Wr fIAC�$-1.tCNlisu: I'll�t1-�r11i1!f♦IN (Please print) ` ----=- -�� �MC R DATE Coli CERT1Fj1:CATF IR1ST BE ON FII.>tt'�IIiSA�T1RpUH TI[iR NPT'MSTBtlil,lINGP. 7'cl P�MAl. '►i: INS PEG' 0H &PPROVAI. AND A COPY s11AI.L 1' i JaatlatC* 1944 `! 9661 C 0 ddV ld30 ON1011 ] 3jtns ;i® uxnoa j - JOSEPH U. H011, P.E. cKswictural engineer JOB NO. 01-34 SHEET 1 OF 29 MAY, 1992 BRANT NIGHTINGALE / DESIGNS GILBERT RESIDENCE COUTOLENC RD & NORTH LAKE RD COUNTY OF BUTTE, CA DESIGN CRITERIA The subject of these calc's is a Partial Structural Design for Lateral and Gravity loads for a Partial Two Story, Single Family Dwelling of conventional wood frame construction. CODE 1988 UBC LOADING: ROOF - DL = 15 PSF - LL = 30 PSF (SNOW) FLOOR - DL = 10 PSF - LL = 40 PSF WALLS - DL = 10 PSF (INTERIOR) CELING - DL = 5 PSF - I.L = 5 PSF WIND - p = CexCgxgsxI - 75 MPH, EXP. B = .7x 1.3x 15x 1.0 = 13.65psf -15.00 psf min. = .Sx1.3xl5xl.0 = 15.60psf SEISMIC - V'= ZICw/Rw = ZONE 3 = :30x 1.0x2.75w/6 = .14w MATERIALS: BUM COUNTY To 20 DEPARTMENT TO 40' A PP" LUMBER - 2X & 4X Members - D.F. #2, Fb = 1250 psi except 2 x 4 studs - 6 X & > - D.F. #1, Fb = 1300 psi @ BMS. & Fb = 1200 psi @ Post, U.N.O. All 6 X & 8 X Beams and Posts to be F. O. H. C. GLULAMS - Std. Spec's - Glu Lam Timber AITC -117, Fb = 2400 psi PLYWOOD - APA U.S. Product Std. PSI 1.83 CONNECTORS - Simpson Strong - Tie Noted (or equal) A. & M. BOLTS -ASTM A307, Unfinished STRUCT. STEEL - ASTM A36, U.N.O. CONCRETE - Ult. Compr. Strength - Ve = 2500 psi @ 28 days REINFORCING - ASTM A615, Grade 40 ALLOW. SOIL BEARING PRESSURE -1500 psf D.F. # 1 Q�kpFCSS/o tv� VARCO 9< w O F m M cc one�c Jl * Exp. 9.30.93 \V CMI. ��V OF ClLjF 1013 tori lane . napa - cal forma 94558-4607 - (707) 2524135 J- U_ R7T _T P -E- 1013 Dorward Lane Napa, CA 94558 (707) 252-8135 1: r ovF,�,/�4��G ..... 5.�-/EE TS......_4 ro �. . E ? ,4 Pi - JOB L SHEET NO. OF CALCULATED BY �^ DATE CHECKED BY DATE _ SCALE 1: r ovF,�,/�4��G ..... 5.�-/EE TS......_4 ro �. . E ? ,4 Pi - 1013 Dorward Lane Napa, CA 94558 (707) 252-8135 7�EµQ Go�OS lo/ - 3 JOB -SHEET NO. OF V ` DATE CALCULATED BY CHECKED BY DATE_ SCALE 7�EµQ Go�OS s�rEET 4 0� f-9 BEAM DESCRIPTION: BEAM B-1 OVERALL BEAM LENGTH (FEET)....... 32 DISTANCE TO LEFT SUPPORT (FT).... 3.5 DISTANCE TO RIGHT SUPPORT (FT)... 28.5 (DISTANCE MEASURED FROM LEFT END) LOADINGS LOAD DESCRIPTION: DL + LL / UNIFORM LOAD ON LEFT CANTILEVER (PLF)........ 620 UNIFORM LOAD ON CENTER SPAN (PLF)............ 620 UNIFORM LOAD ON RIGHT CANTILEVER (PLF)....... 620 POINT LOAD ON TIP OF LEFT CANTILEVER (LBS)... 0 POINT LOAD ON TIP OF RIGHT CANTILEVER (LBS).. 0 LOAD_CALCULATIONS REACTIONS: LEFT SUPPORT = 9,920 POUNDS. RIGHT SUPPORT = 9,920 POUNDS. MAXIMUM MOMENTS AND SHEARS: DESCRIPTION LEFT SIDE OF LEFT SUPPORT RIGHT SIDE OF LEFT SUPPORT LEFT SIDE OF RIGHT SUPPORT RIGHT SIDE OF RIGHT SUPPORT CENTER SPAN AT 12.50 FEET FROM LEFT SUPPORT MATERIAL_ PROPERTIES MOMENT('#) SHEAR(#) .-3,797 -2,170 -3,797 7,750 -3,797 -7,750 -3,797 2,170 -44,640 0 ELASTIC MODULUS (MEGA PSI)....... 1.8 ALLOWABLE BENDING STRESS (PSI)... 2400 ALLOWABLE HORIZ. SHEAR (PSI)..... 165 ALLOWABLE OVERSTRESS (%)......... 15 MAXIMUM ALLOWABLE STRESS (PSI)... 2760 MAXIMUM ALLOWABLE SHEAR (PSI).... 189.75 SECTION_PROPERTIES FOR A 5. 18 X 18 BENDING STRESS (PSI)........ 2,003 SHEAR STRESS (PSI)........ 110 DEFLECTIONS BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0 FEET. MAXIMUM DEFLECTIONS: DEFL. (INCHES) TIP OF LEFT CANTILEVER -0.47 CENTER SPAN 1.09 TIP OF RIGHT CANTILEVER -0.47 SHEET S o� Z � POSIT. (FT) 0.00 16.00 32.00 DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 274.41 LOADINGS LOAD DESCRIPTION: DL ONLY UNIFORM LOAD ON LEFT CANTILEVER (PLF)........ 230 UNIFORM LOAD ON CENTER SPAN (PLF)............ 230 UNIFORM LOAD ON RIGHT CANTILEVER (PLF)....... 230 POINT LOAD ON TIP OF LEFT CANTILEVER (LBS)... 0 POINT LOAD ON TIP OF RIGHT CANTILEVER (LBS).. 0 DEFLECTIONS BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0 FEET. MAXIMUM DEFLECTIONS: TIP OF LEFT CANTILEVER CENTER SPAN TIP OF RIGHT CANTILEVER DEFL. (INCHES) POSIT. (FT) -0.17 0.00 0.41 16.00 -0.17 32.00 DEFLECTION FACTOR= CENTER SPAN / MAXIMUM DEFLECTION= 739.72 J_ U_ 7"7T_r • P -E- - 1013 Toku Lane Napa, CA 945684807 (70 7) 858-8135 o�-3y JOB SHEET NO. OF CALCULATED J.U. HILL BY DATE CHECKED BY _. DATE PROPF.RTTFq r1F MC)Tr MVM l:t7nMC 6, X S (Co /rj 7 BEAM DESCRIPTION: BEAM B-2 OVERALL BEAM LENGTH (FEET)....... 13.5 DISTANCE TO LEFT SUPPORT (FT).... 0 DISTANCE TO RIGHT SUPPORT (FT)... 13.5 (DISTANCE MEASURED FROM LEFT END) LOADINGS LOAD DESCRIPTION: DL + LL UNIFORM LOAD ON CENTER SPAN (PLF)............ 719 POINT LOADS: DISTANCE FROM LEFT END LOAD IN POUNDS. 3.00 1,630.00 LOAD_ CALCULATIONS REACTIONS: LEFT SUPPORT = 6,121 POUNDS. RIGHT SUPPORT = 5,215 POUNDS. MAXIMUM MOMENTS AND SHEARS: DESCRIPTION LEFT SIDE OF LEFT SUPPORT RIGHT SIDE OF LEFT SUPPORT LEFT SIDE OF RIGHT SUPPORT RIGHT SIDE OF RIGHT SUPPORT CENTER SPAN AT 6.25 FEET FROM LEFT SUPPORT MATERIAL_ PROPERTIES MOMENT('#) SHEAR(#) 0 0 0 6,121 0 -5,215 0 0 -18,916 0 ELASTIC MODULUS (MEGA PSI)....... 1.8 ALLOWABLE BENDING STRESS (PSI)... 2400 ALLOWABLE HORIZ. SHEAR (PSI)..... 165 ALLOWABLE OVERSTRESS (%)......... 15 MAXIMUM ALLOWABLE STRESS (PSI)... 2760 MAXIMUM ALLOWABLE SHEAR (PSI).... 189.75 SECTION_PAOPERTIES FOR A 5.125 X 10.5 : BENDING STRESS (PSI)........ 2,410 SHEAR STRESS (PSI)........ 153 L 8 o,- z9 DEFLECTIONS BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0.33 FEET. MAXIMUM DEFLECTIONS: CENTER SPAN DEFL. (INCHES) POSIT. (FT) 0.71 6.74 DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 229.44 LOADINGS LOAD DESCRIPTION: DL ONLY UNIFORM LOAD ON CENTER SPAN (PLF)............ 302 POINT LOADS: DISTANCE FROM LEFT END LOAD IN POUNDS. 3.00 325.00 I�l�ial��[Nli�[ilY BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0.33 FEET. MAXIMUM DEFLECTIONS: CENTER SPAN DEFL. (INCHES) POSIT. (FT) 0.27 6.74 DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 590.69 CL Z/ ���'! 6', A, colt ire BEAM DESCRIPTION: BEAM B-3 OVERALL BEAM LENGTH (FEET)....... 9 DISTANCE TO LEFT SUPPORT (FT).... 0 DISTANCE TO RIGHT SUPPORT (FT)... 9 (DISTANCE MEASURED FROM LEFT END) LOADINGS LOAD DESCRIPTION: DL + LL r UNIFORM LOAD ON CENTER SPAN (PLF)............ 670 LOAD_ CALCULATIONS REACTIONS: LEFT SUPPORT = 3,015 POUNDS. RIGHT SUPPORT = 3,015 POUNDS. MAXIMUM MOMENTS AND SHEARS: DESCRIPTION LEFT SIDE OF LEFT SUPPORT RIGHT SIDE OF LEFT SUPPORT LEFT SIDE OF RIGHT SUPPORT RIGHT SIDE OF RIGHT SUPPORT CENTER SPAN AT 4.50 FEET FROM LEFT SUPPORT MATERIAL PROPERTIES ------------------- MOMENT('#) SHEAR(#) 0 0 0 3,015 0 -3,015 0 0 -6,784 0 ELASTIC MODULUS (MEGA PSI)....... 1.6. ALLOWABLE BENDING STRESS (PSI)... 1300 ALLOWABLE HORIZ. SHEAR (PSI)..... 85 ALLOWABLE OVERSTRESS (%)......... 0 MAXIMUM ALLOWABLE STRESS (PSI)... 1300 MAXIMUM ALLOWABLE SHEAR (PSI).... 85 SECTION_ PROPERTIES FOR A 5.5 X 11.5 : BENDING STRESS (PSI)........ 671 SHEAR STRESS (PSI)........ 56 DEFLECTIONS BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0 FEET. MAXIMUM DEFLECTIONS: DEFL. (INCHES) POSIT. (FT) CENTER SPAN 0.09 4.50 DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 1215.41 LOADINGS LOAD DESCRIPTION: DL ONLY UNIFORM LOAD ON CENTER SPAN (PLF)............ 150 DEFLECTIONS BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0 FEET. MAXIMUM DEFLECTIONS: DEFL. (INCHES) POSIT. (FT) CENTER SPAN 0.02 4.50 DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 5428.84 -715- PLS 9 's©' ✓ate D/- � � BEAM DESCRIPTION: BEAM B-4 OVERALL BEAM LENGTH (FEET)....... 8 DISTANCE TO LEFT SUPPORT (FT).... 0 DISTANCE TO RIGHT SUPPORT (FT):.*. 8 (DISTANCE MEASURED FROM LEFT END) LOADINGS 1.8 ALLOWABLE BENDING STRESS (PSI)... LOAD DESCRIPTION: DL + LL. ALLOWABLE HORIZ. SHEAR (PSI)..... 165 UNIFORM LOAD ON CENTER SPAN (PLF)............ 0 1175 LOAD -CALCULATIONS MAXIMUM ALLOWABLE SHEAR (PSI).... 165 REACTIONS: LEFT SUPPORT = 4,700 POUNDS. RIGHT SUPPORT = 4,700 POUNDS. MAXIMUM MOMENTS AND SHEARS: DESCRIPTION MOMENT('#) SHEAR(#) LEFT SIDE OF LEFT SUPPORT 0 0 RIGHT SIDE OF LEFT SUPPORT 0 4,700 LEFT SIDE OF RIGHT SUPPORT 0 -4,700 RIGHT SIDE OF RIGHT SUPPORT 0 0 CENTER SPAN AT 4.00 FEET FROM LEFT SUPPORT -9,400 0 MATERIAL PROPERTIES ELASTIC MODULUS (MEGA PSI)....... 1.8 ALLOWABLE BENDING STRESS (PSI)... 2400 ALLOWABLE HORIZ. SHEAR (PSI)..... 165 ALLOWABLE OVERSTRESS (5)......... 0 MAXIMUM ALLOWABLE STRESS (PSI)... 2400 MAXIMUM ALLOWABLE SHEAR (PSI).... 165 SECTION_ PROPERTIES FOR A 5.125 X 9 : BENDING STRESS (PSI)........ 1,630 SHEAR STRESS (PSI)........ 124 5 - ,� �'O/./ 7 - DEFLECTIONS DEFLECTIONS BASED ON NO. OF MATRIX POINTS USED -IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0 FEET. MAXIMUM DEFLECTIONS: CENTER SPAN DEFL. (INCHES) POSIT. (FT) 0.19 4.00 DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 495.83 LOADINGS LOAD DESCRIPTION: DL ONLY UNIFORM LOAD ON CENTER SPAN (PLF)............ 405 DEFLECTIONS BASED ON NO.. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0 FEET. MAXIMUM DEFLECTIONS: CENTER SPAN DEFL. (INCHES) POSIT. (FT) 0.07 4.00 DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 1438.53 G/sem 5 / 11"k -f 9. D" c__rQ___ liv/s71� c�9tii��2 ,XDP cl� or C,9 C�.k BEAM DESCRIPTION: BEAM B-5 / OVERALL BEAM LENGTH (FEET)....... 14.5 DISTANCE TO LEFT SUPPORT (FT).... 0 DISTANCE TO RIGHT SUPPORT (FT)... 14.5 (DISTANCE MEASURED FROM LEFT END) LOADINGS LOAD DESCRIPTION: DL + LL UNIFORM LOAD ON CENTER SPAN (PLF)............ 925 LOAD CALCULATIONS REACTIONS: LEFT SUPPORT = 6,706 POUNDS. 2400 ALLOWABLE HORIZ. SHEAR (PSI)..... RIGHT SUPPORT = 6,706 POUNDS. MAXIMUM ALLOWABLE STRESS (PSI)... 2400 MAXIMUM MOMENTS AND SHEARS: DESCRIPTION MOMENT('#) SHEAR(#) LEFT SIDE OF LEFT SUPPORT 0 0 RIGHT SIDE OF LEFT SUPPORT 0 6,706 LEFT SIDE OF RIGHT SUPPORT 0 -6,706 RIGHT SIDE OF RIGHT SUPPORT 0 0 CENTER SPAN AT 7.25 FEET FROM LEFT SUPPORT -24,310 0 MATERIAL__PROPERTIES ELASTIC MODULUS (MEGA PSI)....... 1.8 ALLOWABLE BENDING STRESS (PSI)... 2400 ALLOWABLE HORIZ. SHEAR (PSI)..... 165 ALLOWABLE OVERSTRESS (%)......... 0 MAXIMUM ALLOWABLE STRESS (PSI)... 2400 MAXIMUM ALLOWABLE SHEAR (PSI).... 165 SECTION_PROPERTIES FOR A 6.725 X 12 : BENDING STRESS (PSI)........ 1,807 SHEAR STRESS (PSI)........ 107 DEFLECTIONS BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0 FEET. MAXIMUM DEFLECTIONS: CENTER SPAN ✓off G/- ' ¢ DEFL. (INCHES) POSIT. (FT) 0.53 7.25 DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 329.01 LOADINGS LOAD DESCRIPTION: DL + LATERAL UNIFORM LOAD ON CENTER SPAN (PLF)............ 435 POINT LOADS: DISTANCE FROM LEFT END LOAD IN POUNDS. - 3.50 -530.00 11.50 910.00 DEFLECTIONS BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0.36 FEET. MAXIMUM DEFLECTIONS: CENTER SPAN DEFL. (INCHES) POSIT. (FT) 0.26 7.26 DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 669.33 7 127 , a I/, 6z-mZ11�1r-1 ik/ 1,/ G/ 7 4? BEAM DESCRIPTION: GARAGE HEADER HDR -1 OVERALL BEAM LENGTH (FEET)....... 18 DISTANCE TO LEFT SUPPORT (FT).... 0 DISTANCE TO RIGHT SUPPORT (FT)... 18 (DISTANCE MEASURED FROM LEFT END) LOADINGS LOAD DESCRIPTION: DL + LL UNIFORM LOAD ON CENTER SPAN (PLF)............ 700 LOAD_CALCULATI.ONS REACTIONS: LEFT SUPPORT = 6,300 POUNDS. RIGHT SUPPORT = 6,300 POUNDS. MAXIMUM MOMENTS AND SHEARS: DESCRIPTION LEFT,SIDE OF LEFT SUPPORT RIGHT SIDE OF LEFT SUPPORT LEFT SIDE OF RIGHT SUPPORT RIGHT SIDE OF RIGHT SUPPORT CENTER SPAN AT 9.00 FEET FROM LEFT SUPPORT MATERIAL_ PROPERTIES MOMENT('#) SHEAR(#) 0 0 0 6,300 0 -6,300 0 0 -28,350 0 ELASTIC MODULUS (MEGA PSI)....... 1.8 ALLOWABLE BENDING STRESS (PSI)... 2400 ALLOWABLE HORIZ. SHEAR (PSI)..... 165 ALLOWABLE OVERSTRESS (%)......... 15 MAXIMUM ALLOWABLE STRESS (PSI)... 2760 MAXIMUM ALLOWABLE SHEAR (PSI).... 189.75 SECTION_P.ROPERTIES FOR A 5.125 X 13.5 : BENDING STRESS (PSI)........ 2,214 SHEAR STRESS (PSI)........ 120 29 DEFLECTIONS BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0 FEET. MAXIMUM DEFLECTIONS: CENTER SPAN </oe al- .? �/- DEFL. (INCHES) POSIT. (FT) 0.88 9.00 DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 246.61 LOADINGS LOAD DESCRIPTION: DL ONLY UNIFORM LOAD ON CENTER SPAN (PLF)... ......... 250 DEFLECTIONS BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0 FEET. MAXIMUM DEFLECTIONS: CENTER SPAN DEFL. (INCHES) POSIT. (FT) 0.31 9.00 DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 690.49 W5s 5 5 ' /11I JOSEPH U. HILL, P.E. CIVIL/Sutural engineer 1013 Toldi Lane Napa, CA 94558-4607 (707) 253-4351 JOB SHEET NO. /,/ OF Z9 CALCULATED BY �U DATE CHECKED BY DATE SCALE JOSEPH U. HILL, P.E. civil/structural engineer 1013 Toldi Lane Napa, CA 94558-4607 (707) 253-4351 JOB SHEET NO. /26 OF C;1411-1 CALCULATED BY /N //1-1 DATE CHECKED BY SCALE DATE JOSEPH U. HILL, P.E. civil/structural engineer 1013 Toldi Lane Napa, CA 94558-4607 (707) 253-4351 o� JOB SHEET NO. / OF CALCULATED BY �`� DATE CHECKED BY SCALE DATE .......... ................ ...................... ...... ....... ................................. .... .................. ... ........... . .................... _.. .... x........................ .............. ............_.......... -... . .............................:................................. ..... ........ ...... ........... ... ....:........... .............. _.:.._....:..............:............:........ ..... .... ...... ...... ..... ..... ..... ...... ...... ...... ...... ...... . ................................................. ...... ..... ..... CDT/ivG-....2:......G�rvO� 2 ....... .. ....... ............ ... .......... ........... _ ... _....._........_ ................. .........._. ....� _... _.... ..._. ..... ......... ............ .... O= /- /l ' �, 2? _ s . ... 30./... ......__...... . ........... ...... x.. 7....._ 3.1 .................. ... .. . _................. ... _... .... .. ._......... _ _..... _............. L.. ° ..................:......:....,,'............_'.............., ........_.._ JOSEPH U. HILL, P.E. civil/structural engineer 1013 Toldi Lane Napa, CA 94558-4607 (707) 253-4351 JOB SHEET NO. OF CALCULATED BY v DATE CHECKED BY SCALE DATE J. ZJ_ HTi.T,, p_E_ 1013 TobH Lame Napa, CA 84607 (70 7) 558-8135 JOB SHEET NO. OF CALCULATED BY N DATE CHECKED BY DATE SCALE JOSEPH U. HRH P.E. cmUetracdual inglOetr 1013 ToW Low Napa, CA %5584607 (707) 252-8135 JOB- 'SHEET OB 'SHEET NO. v OF CALCULATED BY JUH DATE 9z CHECKED BY DATE_ SCALE JOSEPH U. HILL, P.E. "BwCtom enginew 1013 Tobb LAne Napa, CA 9455&4f07 (707) 2524135 JOB D/ — �¢ SHEET NO. �3 OF CALCULATED BY JUH DATE .5 /9 2 CHECKED BY DATE_ SCALE JOSEPH U. HILI., P.E. aV1U6usctuw e 1013 Tobi LAne Napa, CA %558.W (707) 252-8135 3� -72'.. JOB -J :............ . SHEET NO. �Z G OF �-79- 7.. . 013.s� �Z/ ��.��-x t/��x32t.IA� 3x33�)/z =4G� CALCULATED BY JUH DATE CHECKED BY Z3l--/�� DATE_ w SCALE 3� -72'.. ............ :............ . �Z 7.. . 013.s� �Z/ ��.��-x t/��x32t.IA� 3x33�)/z =4G� C �- H Z3l--/�� w L 1- ��i�r� 2 -'Z _ JOSEPH U. HILL, P.E. JOB e 7 • dvfl/shw:uuau engInm 1013 ToWi 1.Ane SHEET NO. OF Napa, CA 945584607 CALCULATED BY JUH DATE (7n 2524135 CHFCKED AV__-_--_.____.__nATF ' SCALE - __ � . /_34- ..... ....... ...__......... 9'a z...�Z.'..c ........... _. ...................... ....... . �... . .......... ._a. z . _ . ........✓.. ....... ................... . .............lo/ Ale .... _ .......... .......... .... . _ .... .....__ :......_......... ................./.. _ .. ...... G,4�4.1i7Y.. �✓% .4 3S" C3�. . 4S` ................... ........ ..... ..... ........ _... ...... ..... :_... . JOSEPH U. HILI., P.E. C saw" [!l engima 1013 ToW LMe NaM CA %5$84609 (7n 2524135 JOB V I J SHEET NO. z OF �59- CALCULATED BY JUH 9 DATE _ ! Z CHECKED BY DATE_ SCALE /Z........ a.... _.....Y....... ....... _...... _ ..1271 . �D� F ............. ........ .......... ... 3' /y /3 mix?, ..... ....�..?/.. (xv .__ 7. 19 .......... ..�� z.p — 9 A2 .57' 2Z TO BEi4 /�i BEGDW JOSEPH U. HILI., P.E. CiYivsuvd w engww 1013 Tobb LAne Napa, CA 94558.4607 (7n 2524135 JOB O/ SHEET NO. 2 7 OF 217 5? CALCULATED BY JUH DATE 47/Fo CHECKED BY SCALE DATE L 7D �El/ C ..... _... �iEE.Tf :z 4( Z15 s _e ... `. ' x ,. JOSEPH U. HILI., P.E. CIWI shuctual engima 1013 Toldi LAne Napa, CA 945584607 (707) 252.8135 JOB SHEET NO. OF_ CALCULATED BY JUH DATE` CHECKED BY DATE_ SCALE /�/� /� ��EG% f �� C � EAG//�L''�-t �.�✓ Tf !/y�S� J Cpm r.7. . I /S S4 .,41 R1. Z Ve Z JOSEryryP//H U. HILI., P.E. Y -W 1613 Tobb I.Aw Napa, CA %SS84607 1767) 252.8135 JOB 437 SHEET NO. Z9 OF CALCULATED BY JUH DATE CHECKED BY DATE_ SCALE ►�y�.0 ?�E"v o w�v1' .. ........ ............... _ ...... NORTHSTAR ENGINEERING 20 Declaration Drive Chico, CA 95926 (916) 893-1600 FAX (916) 893-2113 STRUCTURAL CALCULATIONS +. COUNTY 0 Burr BUILDING DEPT OCT 2 5 1993 PROJECT JOB NO. X088 LOCATION CDUTOLr_QG IZD � NORTH LAKE RD. DATE P>U TTS G o, CODES: Uniform Building Code, 1991 Edition AISC, Manual of Steel Construction, 9th Edition ACI, Manual of Concrete Practice, 1988 Edition AITC, Timber Construction Manual MATERIALS: Concrete:f'c=2500 psi Q 28 Days Masonry: f1m=1500 psi Mortar: f1c=1800 psi, Type "S" Grout: f'c=2500 psi Q 28 days Steel Reinforcing: A-615 Grade 40 for #4 & smaller.. - A -615 Grade 60 for #5 and larger Structural Steel: ASTM A-36 Steel Pipe: ASTM A53 Grade B Steel Tubing: ASTM A500 Grade A or B Machine Bolts: ASTM A307 Grade A Anchor Bolts: ASTM A307 Grade A Wood Connectors: Simpson Strong -Tie or equal. Type "B" Holdown anchorage. Wood: Light Framing: Const Grade Douglas Fir Struct Lt Framing: #2 Grade D.F. Joists & Planks: ##2 Grade D-. F. Beams & Stringers: #1 Grade D.F. Posts & Timbers: ##1 Grade D.F. Plywood: A.P.A. Rated Sheathing, Grade CD, UBC Std 25-9 Glue -Lam Timber: ANSI/AITC A190.1-1988 & UBC Std 25-10 Simple Spans: 24F -V4 Combination Cantilevers: 24F -V8 Combination ARE SPECIAL INSPECTIONS REQUIRED ? No LOADS: Roof Live Load (psf) Floor Live Load (psf) Seismic Zone 3 Wind Speed (mph) 7g'2- Exposure: Allowable Soil Bearing (psf) Page 1 of Z (p R. C. E. 3425: Reg. pin -es 9-30-95 BY:J I� DATE: I0/9 7 JOB NO: �j 088 PAGE Z OF PAwthStar ENGINEERING Civil Englneers • Planners • Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 916-893-1600 I `i 5 I_N.L K J_ E A.f''I I L_Y �T_Y COAD �� — — Ii8 ADO' GON1P SHIN G'il�� Z,�j , 11 Z.4 _ m 1_s i _ �-1. Pa -�-I 1�5r�ihii- 14_ ; 1, 1 o T L _ ;_ 14. D PSF G �L ooR. 3/4" PAY z_ 3 pL II lo. 0, I I I ` SLI I � 4l0 0 I I ..__425 . N'C 4'-4 ; 7— t — a� C�4e� I i ) —17 EupWi! d 951 BY LI y No. 034257 No thStc'1r DATE: 20 DECLARATION DRIVE JOB NO: z�- � ENGINEERING cHlco, CALIFORNIA 95926 PAGE 3 OF Cf C�916-893-1600 �l�� Civil Engineers • Planners • Surveyors 11. C. E. 34257 4T- \s�. - —.- 7. �t MO i � � {:. LTJ 4 ,z E) p ..,. "aye 0 ICU - T PRO ;0O t4 t+-1611d �,�' - ' - --; w I:. O O 0i ;c IT - -.0 }O; o � v Oo _} ; moo- ��N oT ;_ - a.�- 18��a.;X e t I L' oo D� oot, o o, -oo00 0, ol' r F SIR R� r _g `i' oo. i. i O+ O No.C34257 BY: itjjz hStar D 9/9 3 ATE: -1( JOB NO: 'C�oae� ENGINEERING lZ C PAGE 4- OF It, c C J�li CMI Engineers • Planners • Surveyors R. C. E..34257 _ b T:R �I i N �U N 1� oIzI T F FT t4 7T 2- -,Roo F, I, - Y f I 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 916-893-1600 4� � �oUNDATI_oN� �. �_ Zf o4J5 �` jam'-���+- � o�izo 0 1 1 la/z.). CCF�l i I I TJ-Hz 111-71 1 1 - '--T -1- :7 q 11 i r I - i C? F (IJ 45, T 0, I I Q- - - �j -7tT F L' oo Ili doj... -Z -7 A I i- -4. -l-L 001- OF- 0; Ll OOPII-- j . 4 L— Cl. /dSL a. ,_ � _ �. DINT. _LoA_DSI�:J_I:LD- E P-4 L 1-- NortBY: Ni. CZ -4257 hStar DATE: >.� JOB NO:�j�8� y Y C311v , ENGINEERING PAGE of `� _ �Civil Engineers •Planners •Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 916-893-1600 E-x�lis -9� I f r,- JZ 0 4 _. �� +- 1 L IIN `7 (D I To E) �ooF I�•J A L L ( T�Z +4) , (-7) e I s�TFl.00R LIN. I I L.IA L E ID� .oilI IO i PLR 18�z-• Ecq- 2'a 10 1 1ol FALL - 3 (_ oq14- �__ _17 H.1 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 916-893-1600 BY: NorthS r DATE: /l�� l Zj _7.7 JOB NO: G20M ENGINEERING PAGE OF t '``} Civil Engineers, • Planners • Surveyors R. C_ F_ %4,?.1;7 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 916-893-1600 � INS _ A� iR ,L I ooF� �CiZ<I- � +� 3) <_o4� o I _ -.��_ -1FI 18� -:e•..:. —_20 ►_ -.- 41 ► I OIL" I - - �1fi3�a�s F _. � LI.N oALoI hL 54 IiI 1{I 61, b. 1 t _��_�1Iio'RL�- L _ oi� I I 4- 4+� 105 I I H 11 11i i1 117, X04 KL_ . 66 4 00 I� y C_ '-17 .. _�'LO4R (Z) OS 11 rlD�' L E —_ . �° Jt r _, 11- ` �� �,�.:� • '6e .�'!. fry v'.t M:1� '`mss..` `t7',�`�, .'.• BY: -No.034257 DATE: 1C) ? JOB NO:�jQBPj PAGE - OF P f OF NorthStar ENGINEERING Civil Engineers to Planners • Surveyors 20DECLARATIONDRIVE CHICO, CALIFORNIA 95926 916-893-1600 _ IRe9 1 IE 1pir-esl9- -S5 I -.N LI.W.. 81 To 'Io 0o � -) � �._ t- Q ALL Iz.� +z ao � � 4� _ ; 01 I� I- 0113 - �0 8 I FLDOR (SLA.' I A l..l � L FL 00R G . i_ os - E ' 101-7�7 !'KLF 10 40 0161 1 11 T Y PI �. A L f✓ � oo�z �a-II-Rb��� 18 SP,A,'•N �_�1_AX. ZI- - tj. 3 BY: JMR NORTHSTAR ENGINEERING 10/21/93 20 DECLARATION DRIVE JOB NO: 5088 CHICO, CA 95926 PAGE 6 OF (916) 893-1600 DETERMINE THE BEARING CAPACITY OF CAST -IN-PLACE CONCRETE PIERS BASED ON THE END BEARING CAPACITY AND THE SKIN FRICTION. SOIL BEARING CAPACITY AT 1' BELOW GRADE = 1000 . PSF UNUSABLE DEPTH OF PILE FOR FRICTION = 3.00 FT MAXIMUM POINT LOAD AT FLOOR GIRDERS = 3.20 KIPS PILE SOIL PILE PILE END FRICTION DEPTH BEARING DIAM. WEIGHT BEARING CAPACITY FEET PSF' FEET KIPS KIPS KIPS t 3.0 4.66 BEARING 3.0 1400✓ 2.50 2.21 4.66 -2.21 4.0 1600 2.50 2.95 4.91 -1.64 5.0 1800 2.50 3.68 5.16 -1.06 6.0 2000 2.50 4.42 5.40 -0.49 7.0 2200 2.50. 5.15 5.65 0.09 8.0 2400 2.50 5.89 5.89 0.66 9.0 2600 2.50 6.63 6.13 1.22 10.0 2800 2.50 7.36 - 6.39 1.80 11.0 / 3000 v 2.50 8.10 '� 6.63 2.37 21 * AT THE DEPTH OF THE PILE PILE MAXIMUM WHAT NUMBER DEPTH FEET CAPACITY KIPS GOVERNS DESIGN? OF PIERS REQUIRED a;2�..j :may „ , :- •, `; t 3.0 4.66 BEARING 0.70'~ -^?4.0 4.91 BEARING 0.70• �`ad 5.0 5.16 BEARING 0.60 6.0 5.40 BEARING 0.60 7.0 5.65 BEARING 0.60 8.0 5.89 BEARING 0.50 9.0 6.13 BEARING 0.50 M C. E. 34257 10.0 6.39 BEARING 0.50 Reg. Expires 9-310..95 11.0 6.63 BEARING 0.50 BY: JMR NORTHSTAR ENGINEERING 10/21/93 20 DECLARATION DRIVE JOB NO: 4;06j CHICO, CA 95926 PAGE Cl OF (916) 893-1600 DETERMINE THE BEARING CAPACITY OF CAST -IN-PLACE CONCRETE PIERS BASED ON THE END BEARING CAPACITY AND THE SKIN FRICTION. SOIL BEARING CAPACITY AT 1' BELOW GRADE = 1000 PSF UNUSABLE DEPTH OF PILE FOR FRICTION = 3 FT UNIFORM LOAD (INCLUDING GRADE BEAM) = 1.42 KLF PILE SOIL PILE PILE END FRICTION DEPTH BEARING DIAM. WEIGHT BEARING CAPACITY FEET PSF* FEET KIPS KIPS KIPS 3.0 1400 2.50 2.21 4.66 -2.21 4.0 1600 2.50 2.95 4.91 -1.64 5.0 1800 2.50 3.68 5.16 -1.06 6.0 2000 2.50 4.42 5.40 -0.49 7:0 2200 2.50 5.15 5.65 0.09 8.0 2400 2.50 5.89 5.89 0.66 9.0 2600 2.50 6.63 6.13 1.22 10.0 2800 2.50 7.36 6.39 1.80 11.0 3000 2.50 8.10 6.63 2.37 * AT THE DEPTH OF THE PILE PILE MAXIMUM WHAT MAXIMUM DEPTH CAPACITY GOVERNS PIER FEET KIPS DESIGN? SPACING 3.0 4.66 BEARING 3.3 FT 4.0 4.91 BEARING 3.5 FT 5.0 5.16 BEARING 3.6 FT 6.0 5.40 BEARING 3.8 FT 7.0 5.65 BEARING 4.0 FT 8.0 5.89 BEARING 4.1 FT 9.0 6.13 BEARING 4.3 FT 10.0 6.39 BEARING 4.5 FT 11.0 6.63 BEARING 4.7 FT ^xa', I�1a. d"s.25 OF rAt"i R. C. E. 34257 Rati. E:zp fres 9-30-95 0 BY: JMR NORTHSTAR ENGINEERING 10/21/93 20 DECLARATION DRIVE JOB NO: CHICO, CA 95926 PAGE 10 OF (916) 893-1600 DETERMINE THE BEARING CAPACITY OF CAST -IN-PLACE CONCRETE PIERS BASED ON THE END BEARING CAPACITY AND THE SKIN FRICTION. SOIL BEARING CAPACITY AT 1' BELOW GRADE = 1000 PSF UNUSABLE DEPTH OF PILE FOR FRICTION = 3 FT UNIFORM LOAD (INCLUDING GRADE BEAM) = 1.14 KLF PILE SOIL PILE PILE END FRICTION DEPTH BEARING DIAM. WEIGHT BEARING CAPACITY FEET PSF" FEET KIPS KIPS KIPS 3.0 1400 2.50 2.21 4.66 -2.21 4.0 1600 2.50 2:95 4.91 -1.64 5.0 1800 2.50 3.68 5.16 -1.06 6.0 2000 2.50 4.42 5.40 -0.49 7.0- 2200 2.50 5.15 5.65 0.09 8.0 2400 2.50 5.89 5.89 0.66 9.0 2600 2.50 6.63 6.13 1.22 10.0 2800 2.50 7.36 6.39 1.80 11.0 3000 2.50 8.10 6.63 2.37 * AT THE DEPTH OF THE PILE PILE MAXIMUM WHAT MAXIMUM DEPTH CAPACITY GOVERNS PIER FEET KIPS DESIGN? SPACING 3.0 4.66 BEARING 4.1 FT 4.0 4.91 BEARING 4.3 FT e ✓ 5.0 5.16 BEARING 4.5 FT 6.0 5.40 BEARING 4.7 FT No. C39,•257 r, 7.0 5.65 BEARING 5.0 FT 8.0 5.89 BEARING 5.2 FT 9.0 6.13 BEARING 5.4 FT 10.0 6.39 BEARING 5.6 FT 11.0 6.63 BEARING 5.8 FT $L C. E. 3259 Reg. Eg�,ares 9433-95 BY: JMR 10/21/93 JOB NO: GjOg& PAGE I I OF NORTHSTAR ENGINEERING 20 DECLARATION DRIVE CHICO, CA 95926 (916) 893-1600 DETERMINE THE BEARING CAPACITY OF CAST -IN-PLACE CONCRETE PIERS BASED ON THE END BEARING CAPACITY AND THE SKIN FRICTION. SOIL BEARING CAPACITY AT 1' BELOW GRADE = MAXIMUM 1000 PSF UNUSABLE DEPTH OF PILE FOR FRICTION = DEPTH 3 FT UNIFORM LOAD (INCLUDING GRADE BEAM) = PIER 0.96 KLF PILE SOIL PILE PILE END FRICTION DEPTH BEARING DIAM. WEIGHT BEARING CAPACITY FEET PSF* FEET KIPS KIPS KIPS 3.0 1400 2.50 2.21 4.66 -2.21 4.0: 1600 2.50 2.95 4.91 -1.64 5.0.` 1800 2.50 3.68 5.16 -1.06 6.0 2000 2.50 4.42 5.40 -0.49 7.0 2200 -2.50 5.15 5.65 0.09 8.0 2400 2.50 5.89 5.89 0.66 9.0 2600 2.50 6.63 6.13 1.22 10.0 2800 2.50 7.36 6.39 1.80 11.0 3000 2.50 8.10 6.63 2.37 * AT THE DEPTH OF THE PILE PILE MAXIMUM WHAT MAXIMUM DEPTH CAPACITY GOVERNS PIER FEET KIPS DESIGN? SPACING 3.0 4.66 BEARING 4.9 FT 4.0 4.91 BEARING 5.1 FT 5.0 5.16 BEARING 5.4 FT 6.0 5.40 BEARING 5.6 FT 7.0 5.65 BEARING 5.9 FT 8.0 5.89 BEARING 6.1 FT 9.0 6.13 BEARING 6.4 FT 10.0 6.39 BEARING 6.7 FT 11.0 6.63 BEARING 6.9 FT %, 'a ' {'a�f1�'• ' an`t Et'+1�. C:4257 R. C. E. 3425 pi .e . EI -spires 9-30-95 BY: JMR NORTHSTAR ENGINEERING - WHAT 10/21/93 20 DECLARATION DRIVE CAPACITY JOB NO: G709e CHICO, CA 95926 FEET PAGE 12 OF (916) 893-1600 SPACING DETERMINE THE BEARING CAPACITY OF CAST -IN-PLACE CONCRETE PIERS BASED ON THE END BEARING CAPACITY AND THE SKIN FRICTION. BEARING SOIL BEARING CAPACITY AT 1' BELOW GRADE= FT 1000 PSF UNUSABLE DEPTH OF PILE FOR FRICTION = 7.7 3 FT UNIFORM LOAD (INCLUDING GRADE BEAM) = .5.16 0.64 KLF PILE SOIL PILE PILE END FRICTION DEPTH BEARING DIAM. WEIGHT BEARING CAPACITY FEET PSF* FEET KIPS KIPS KIPS 3.0 1400 2.50 2.21 4.66 -2.21 4.0 1600 2.50 2.95 4.91 -1.64 5.0 1800 2.50 3.68 5.16 -1.06. 6.0 2000 2.50 4.42 5.40 -0.49 7.0 2200 2.50 5.15 5.65 0.09 8.0 2400 2.50 5.89 5.89 0.66 9.0 2600 2.50 6.63 6.13 1.22 10.0 2800 2.50 7.36 6.39 1.80 11.0 3000 2.50 8.10 6.63 2.37 * AT THE DEPTH OF THE PILE PILE MAXIMUM WHAT MAXIMUM DEPTH CAPACITY GOVERNS PIER FEET KIPS DESIGN? SPACING 3.0 4.66 BEARING 7.3 FT 4.0 4.91 BEARING 7.7 FT 5.0 .5.16 BEARING 8.1 FT 6.0 5.40 BEARING 8.4 FT 7.0 5.65 BEARING 8.8 FT 8.0 5.89 BEARING 9.2 FT 9.0 6.13 BEARING 9.6 FT 10.0 - 6.39 BEARING 10.0 FT 11.0 6.63 BEARING 10.4 FT oor Nxo. X4257 qr� OF R. C. E. 34259 Rog. Expires 9-30-95 BY: JMR DATE: JOB NO: GJ PAGE I7� OF Y NorthStar 20 DECLARATION. DRIVE. ENGINEERING ` - CHICO, CALIFORNIA 95926 • Civil Engineers • Planners • Surveyors 916-893-1600 •, ' rig: 03 42 U - R T, Tv gt�'—'.�. 1 _ CA?itti %. 7 io3 J. K �2L L F, I_Z � K _+ i7!.a 17i l � per; �.�4_1 17 T(zNFl-� NI- T- � ; M. != I. (v;(i X88_) _ - 3 0 � �� =K_! � ► � f t I PH -1 BY: J m iz DATE: 1'01'22 JOB NO: Cj oge PAGE I OF NorthStar ENGINEERING Civil Engineers • Planners • Surveyors 20 DECLARATION. DRIVE CHICO, CALIFORNIA 95926 916-893-1600 LT 9�r'I_��►1" ' I fila - 44441"1", N -x i U 214 1 I L4 -- -K r t _ I ' al, BY: J I R DATE: 10/1CI'7j JOB NO: GjQ88 PAGE I Gf OF NwthStar 20 DECLARATION DRIVE ENGINEERING CHICO, CALIFORNIA 95926 Civil Engineers • Planners • Surveyors 916-893-1600 lFf 31 loI -4, 3.7 PSI l f �_ 77 £ "E 3 CE z' ` BY:, imp, No. JC34257DATE: (Q /13 JOB NO: c7�/ C�,10 PAGE I(a OF NorthStar ENGINEERING Civil Engineers • Planners • Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 916-893-1600 Po�NT NPA7,iC #I I i Djx II � .1-1% - M. I I : , 04� I ; �J A,�L .� --��- �7) (8-_ . o . I_' � � � :.�' to _ r J b FF _ Z NDL�oOGz� _. �. .° ° r I 1 O �) Co _R aF_ -(I o: +) Vii. S _(ogS� :_ 4:. K� - f.41 4 u 52� ` V i _.- tTploop l � , L. S to k Zt�1D LOO A. ' 'l BY: JMR 'NORTHSTAR ENGINEERING 10/21/93 20 DECLARATION DRIVE JOB NO: r708Pj CHICO, CA 95926 PAGE 170F (916) 893-1600 DETERMINE THE BEARING CAPACITY OF CAST -IN-PLACE CONCRETE PIERS BASED ON THE END BEARING CAPACITY AND THE SKIN FRICTION. SOIL BEARING CAPACITY AT 1' BELOW GRADE = 1000 PSF UNUSABLE DEPTH OF PILE FOR FRICTION = 3.00 FT MAXIMUM POINT LOAD AT#1,2,4,7,8 = 8.64 KIPS PILE SOIL PILE PILE END FRICTION DEPTH BEARING DIAM. WEIGHT BEARING CAPACITY FEET PSF" FEET KIPS KIPS KIPS 3.0 1400 2.50 2.21 4.66 -2.21 4.0 1600 2.50 2.95 4.91 -1.64 5.0 1800 2.50 3.68 5.16 -1.06 6.0 2000 2.50 4.42 5.40 -0.49 7.0 2200 2.50 - - 5.15 5.65 0.09 8.0 2400 2.50 5.89 5.89 0.66 9.0 2600 2.50 6.63 6.13 1.22 10.0 2800 2.50 7.36 6.39 1.80 11.0 3000 2.50 8.10 6.63 2.37 " AT THE DEPTH OF THE PILE PILE MAXIMUM WHAT NUMBER DEPTH CAPACITY GOVERNS OF PIERS FEET KIPS DESIGN? REQUIRED 3.0 4.66 BEARING 1.90 4.0 4.91 BEARING 1.80. 5.0 5.16 BEARING 1.70 6.0 5.40 BEARING 1.60 7.0 5.65 BEARING 1.50 8.0 5.89 BEARING 1.50 9.0 6.13 BEARING 1.40 10.0 6.39 BEARING 1.40 11.0 6.63 BEARING 1.30 �3 M No.C34257 �r p P`IQ�/I r� U�:9 sem• I %. �\ CAI R. C. E. 34257 Reg. Enpirey 9-30-95 BY: JMR NORTHSTAR ENGINEERING 10/21/93 20 DECLARATION DRIVE JOB NO: -250638 CHICO, CA 95926 PAGE 18 OF (916) 893-1600 DETERMINE THE BEARING CAPACITY OF CAST -IN-PLACE CONCRETE PIERS BASED ON THE END BEARING CAPACITY AND THE SKIN FRICTION. SOIL BEARING CAPACITY AT 1' BELOW GRADE = 1000 PSF UNUSABLE DEPTH OF PILE FOR FRICTION = 3.00 FT MAXIMUM POINT LOAD AT #3 = 11.79 KIPS PILE SOIL PILE PILE END FRICTION DEPTH BEARING DIAM. WEIGHT BEARING CAPACITY FEET PSF* FEET KIPS KIPS KIPS 3.0 1400 2.50 2.21 4.66 -2.21 4.0 1600 2.50 2.95 4.91 -1.64 5.0 1800 2.50 3.68 5.16 -1.06 6.0 2000 2.50 4.42 5.40 -0.49 7.0 2200 2.50 5.15 5.65 0.09 8:0 2400 2.50 5.89 5.89 0.66 9.0 2600 2.50 6.63 6.13 1.22 10.0 2800 2.50 7.36 6.39 1.80 11.0 3000 2.50 8.10 6.63 2.37 * AT THE DEPTH OF THE PILE PILE MAXIMUM WHAT NUMBER DEPTH CAPACITY GOVERNS OF PIERS FEET KIPS DESIGN? REQUIRED 3.0 4.66 BEARING 2.50 4.0 4.91 BEARING 2.40 5.0 5.16 BEARING 2.30 6.0 5.40 BEARING 2.20 7.0 5.65 BEARING 2.10 8.0 5.89 BEARING 2.00 9.0 6.13 BEARING 1.90 10.0 6.39 BEARING 1.80 11.0 6.63 BEARING 1.80 Fdo. 03,4257 'R. C. E. 34257 Reg. Expires 9-30-95 BY: JMR NORTHSTAR ENGINEERING 10/21/93 20 DECLARATION DRIVE JOB NO: SD4e18 CHICO, CA 95926 PAGE 19 OF (916) 893-1600 DETERMINE THE BEARING CAPACITY OF CAST -IN-PLACE CONCRETE PIERS BASED ON THE END BEARING CAPACITY AND THE SKIN FRICTION. SOIL BEARING CAPACITY AT 1' BELOW GRADE = 1000 PSF UNUSABLE DEPTH OF PILE FOR FRICTION = 3.00 FT MAXIMUM POINT LOAD AT #5 = 16.02 KIPS PILE SOIL PILE PILE END FRICTION DEPTH BEARING DIAM. WEIGHT BEARING CAPACITY FEET PSF" FEET KIPS KIPS KIPS 3.0 1400 2.50 2.21 4.66 -2.21 4.0 1600 2.50 2.95 4.91 -1.64 5.0 1800 2.50 3.68. 5.16 -1.06 6.0 2000 2.50 4.42 5.40 -0.49 7.0 2200 2.50 5.15 5.65 0:09 8.0 2400 2.50 5.89 5.89 0.66 9.0 2600 2.50 6.63 6.13 1.22 10.0 2800 2.50 7.36 6.39 1.80 11.0 3000 2.50 8.10 6.63 2.37 " AT THE DEPTH OF THE PILE PILE MAXIMUM WHAT NUMBER DEPTH CAPACITY GOVERNS OF PIERS FEET KIPS DESIGN? REQUIRED 3.0 4.66 BEARING 3.40 4.0 4.91 BEARING 3.30 5.0 5.16 BEARING 3.10 6.0 5.40 BEARING 3.00 7.0 5.65 BEARING 2.80 8.0 5.89 BEARING 2.70 9.0 6.13 BEARING 2.60 10.0' 6.39 BEARING 2.50 11.0 6.63 BEARING 2.40 No. C34257 s� civil- OF ivicOF CA'L%i R. C. E. 34257 Reg, Expires S0-35 BY: JMR NORTHSTAR ENGINEERING 10/21/93 20 DECLARATION DRIVE JOB NO: 47088 CHICO, CA 95926 PAG E ZO OF (916) 893-1600 DETERMINE THE BEARING CAPACITY OF CAST -IN-PLACE CONCRETE PIERS BASED ON THE END BEARING CAPACITY AND THE SKIN FRICTION. SOIL BEARING CAPACITY AT 1' BELOW GRADE = 1000 PSF UNUSABLE DEPTH OF PILE FOR FRICTION = 3.00 FT MAXIMUM POINT LOAD AT #6 = 4.49 KIPS PILE SOIL PILE PILE END FRICTION DEPTH BEARING DIAM. WEIGHT BEARING CAPACITY FEET PSF" FEET KIPS KIPS KIPS 3.0 1400 2.50 2.21 4.66 -2.21 4.0 1600 2.50 2.95 4.91 -1.64 5.0 1800 2.50 3.68 5.16 -1.06 6.0 2000 2.50 4.42 5.40 -0.49 7.0- 2200 2.50 5.15 5.65- 0.09 8.0 2400 2.50 5.89 5.89 0.66 9.0 2600 2.50 6.63 6.13 1.22 10.0 2800 2.50 7.36 6.39 1.80 11.0 3000 2.50 8.10 6.63 2.37 * AT THE DEPTH OF THE PILE PILE MAXIMUM WHAT NUMBER DEPTH CAPACITY GOVERNS OF PIERS. FEET KIPS DESIGN? REQUIRED `'r> 1� t 3.0 4.66 BEARING 1.00®'" I, 57 4.0 4.91 BEARING 0.90 t" 5.0 5.16 BEARING 0.90 6.0 5.40 BEARING 0.80 OF CA0C� 7.0 5.65 BEARING 0.80 8.0 5.89 BEARING 0.80 R. C. E. 34259 9.0 6.13 BEARING 0.70 lRea, Expires 9_30_95 10.0 6.39 BEARING 0.70 11.0 6.63 BEARING 0.70 B J1,19 Y: NorthStar DATE: 20 DECLARATION DRIVE JOB NO: So88 ENGINEERING CHICO, CALIFORNIA 95926 .PAGE Z OF Civil Engineers o Planners *Surveyors 916-893-1600 mu -11A MMMMMmMm MMmmommi MEMO mam- IN .1mrirm, m�� -4�4- J Eli Tr , tii..C;: BY: JIT ilo- C34257 HorthStar .DATE: I O � � �j _ 20 DECLARATION DRIVE .� . ENGINEERING CHICO, CALIFORNIA 95926 JOB NO: 77Og8 ��i�' � 916-893-1600 PAGE ZZ OF ' vi C.ALW Civil Engineers • Planners • Surveyors t IM Mr M., M .Er MONO MNo EN 0 MONO MOM OMNI M Now sommmmmomm USIMMEMOMOM MEN 0 IMMOME I M MEM MEN moommmmo woI 0 v WK ME .No NEON m�.. .ems . Q 'fir v S.4 BY: imp, No. 034257 tar DATE: JOB NO: CiO�o IV11- ENGINEERING PAGE 7.7 OF QF CA10%�'��� Civil Engineers • Planners • Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 916-893-1600 ONE ■ .0 ■ IN low ■IN IS ■ o ■ 1 e BY: DATE: JOB NO: PAGE �4 OF I° NorthStar ENGINEERING Civil Engineers • Planners • Surveyors 20 DECLARATION DRIVE UMIUU, UALWUMIA 9b9Zb 916-893-1600 I -� " 4L—O-T�AD I - - i I I H ii 11 I I - i - 0 -� - - - 214 j _ f-1� - I+ 2 �_ I•I- —I I _ II Z -I _ _ U --I-�;-- No._C34.257 _ �� r 1U .-E�-3425? - " I 3� BY:' UMR DATE: lo/ 13 JOB NO: rj 0 e6 PAGE. ZS OF Civil Engineers • Planners- • Surveyors 916-893-1600 p• T_�IZ A L D�� I_ -N FoU`NDATI ON - -- LAT�R ToSPH 15-IT11 i�T��MIN_� ILl%P. o.. G2oq??��(Sf✓E E..D_ I_�®R M A. � � PY GA-�GuLATIO-N�� I �► 2 ;,>✓oLI.►�nATlol� LI.� H �� -i''I-�`�� !UiN �e,4� -�- - - - �L _ K !��L � f✓ Z � GLS : L' J . u N n! F�oR. I,,1LL T.oIlNG(z ��aZ `Ao�N�T 511 ITTS I i � _ o FR• Grp E G � a 07 421 GIlly, BY: I Ips DATE: JOB NO: GJDBg PAGE Z C!- OF Z /„ hWthStar ENGINEERING Civil Engineers!b Planners • Surveyors 20 DECLARATION DRIVE vrnvv, unurvnlV1M aaacv 916-893-1600 ME :mm ME ME No No MEN N m ON i MEMO mm M I'M MEN -MEN m MOM ONS ONE rd mom m 0 0 No ON OMEN LEMON 0 Ill No MqM rEommom MEN Ml WE NNW OMEN MOEN 0 mom Em NIMIS ON Em O�� �:• :.��M tea: 0 M NNE ME MENON mom 0 No MIN M No M ON ONO NMI 0 SO 1M :. t- JACK GILBERT� T � ��� �/ ?' 1 :;:, N.�.. ,. • ' •; �,� � 3,i9 2 ;,' . CAMALYN RANDOLPH-GILBERT :.422 LElvtl' AVE.! �130.173699-3193/1222 SfqplO CITY, CA 91604.2922 1 .i .✓• v I ,. �, t, <, i .: Pav To •: .': j $ TIw Order Of --� � -•Fs, ---- - -- -,r------- ,( I Dullars ONE' CENTRAL BANK r •111 NORIFI CENIFIAL AVENUE ., GL[-NOALE, CALIFORNIA 71209 For '��—,---•-.' ':_........._.... �✓� 12 2 2 3 19 -151: 2 39 2 1 �, 50 I' ,!'00000 36000l'�..:: •• •� L'UNNLNI, WC.,CULUN�005YNINCS, CU W��,CUUN1N�51UE5'• ,��� my i c) ' .1220-001" � i1i11::!.1 nn -,l T�cJ 1 05/18/93 L VW d_1)iPJIJU'110 SNjv I,%IIv 10 a•Iudo -Mil Ol4Vd RESIDENTIAL (,5"> . F03-520-017 PERMIT#95-0841 GILBERT, Jack & Camalyn 15456 Coutolenc Rd., Magalia Add Open Deck/SF 7 �� JOB FINALE Signature V= OK O = Not OK „ NotNot Reeaadyable MOBILE HOMES Date/Initials MOBILE HOME UTILITIES (Plans) OK except #'a 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Teat -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /" L"ft. / /"Nat. or/ /%" ft./ /"LPG 7. Well Clearance & Disconnect & Utility Clearance Date/Initials MOBILE HOME INSTALLATION (Plana) 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 MISCELLANEOUS Date/Initial DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'a 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date/Initials POOLS (Plana) 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- Enclosu res -Pane lboards- Ins. to Mein in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test V=OK O = Not OK -=Not Applicable RESIDENTIAL = Not Ready . Date/Initials UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ P' Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel -Bloc kouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 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 15. Access & Ventilation 16. Insulation Date/Initials PLUMBING (Permit) OK except #'a 16. Water Htr.; Vent -Access -Combustion Air -Baffle 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 21. Gas Pipe: Size & Anchors Date/initials ELECTRICAL (Permit) OK except #'a 22. Fixture -& Transformer Clearance -Ins. Protection 23. Elec. Receptacles Spacing -Lights & Switches at Doors 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Meth. Fastners-Bond Gas & Water 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels -Motors -Meth. Equip. 32. Clothes Closet Light -Shower Light -Spa Light 33. Smoke Detector Date/Initials MECHANICAL (Permit) OK except #'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/Initials FRAMING (Plans) OK except #'s 39. Sils, Proper Material & Anchors 40. Wells Studs -Nailing, Spacing & Bracing -Plates -Sound 41. Bearing Walls over Girders & Floor Nailing 42. Draft Stop in Walls (rat proof) 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44. Headers & Beam -Size & Bearing Single & Duplex) Date/Initials FRAMING (Continued) 45. Hangers -Post Ceps -Anchors -Connectors 46. Cing. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Rfng. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing 51. Property Line Firewall & Openings 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55. Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Wells; Nailing -Bolts 59. Insulation -Wells -Ceilings 60. Infiltration -Walls -Windows Date/Initials FINAL (Plana) OK except #'s 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Meth. Protection 64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel; Breaker Sizes & Labels 67. Stairs & Rails 68. Fireplace or Stove; Clearances -Hearth 69. Elec. Outlets at Wood Panel; Int. & Ext. 70. Kit.Fixt. & Appliance; Grnd.-Alr Gap -Cooking Clearance 71. Elec. Outlets & Receptacles at Kit. Counter 72. Garage Fire Door; Swing -Landing -Closer 73. A.C. Duct in Garage -Damper 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor -Meth. Protection 75. Pib., Elec. & Mach. Equip. Listed for Location 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protection 77. Insulation -Foam -Looked in Attic ❑ Yes 78. Guard Rails & Deck Construction -Post Caps 79. Fdn. Vents & Crawl Hole Door-Drainagge & Wood -Earth Clearance Looked under Floor O Yes 80. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No 81. Stucco; Brown -Finish 82. A.C. Unit; Disconnect, Electrical, Plumbing 83. Vents Above Roof; Pibg.-Appliance-Fireplace -Clearance to Openings 84. Water Well; Disconnect, Electrical, Plumbing 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 86. Ventilation Throughout House 87. Glass Protection 88. Corrections from Previous Inspections 89. Gas Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval 91. Energy Compliance Certificate -Other Certificates Comments at Final: v COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California. 95965 - Telephone (916) 538-754�T-�- PERMIT NO. APPLICATION AND PERMIT (0?`-/ ASSESSOR PARCEL NUMBERZONING -0� - 5-$0-() TM5 BUILDING PERMIT OWNER JACK & CAMALYN GILBERT Nrz T°�HO-4589 877- SQ. FT. OCC. BUILDING VALUATION 436 0 3052.00 OWNERS MAILING ADDRESS 15456 COUTOLENC RD MAGALIA CONTRACTOR'S NAME MN ER TELEPHONE CONTRACTORS MAILING ADDRESS Fireplace CONSTRUCTION LENDER NONE UNMOWN Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 20,00 Permit Fee $ 63.00 ARCHITECT OR ENGINEER NONE LICENSE NO. Plan Checking Fee $ 40.95 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDINGADDRESS 15456 COUTOTENC RD PERMITFEE $ 123,95 MAGALTA PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 LAT NO. SUBDIVISION'S NAME PARCEL MAP Solar or heat pump water heater 23.00 USEOFSTRUCTURE SF Ift Duplex ❑ Mobilehome ❑ Other SPECIFY Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition 1_4 Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: ADD' L OPEN DECK FOR #92-1669 Mobile Home I S I GI W 920.00 PERMITFEE S Contractor ELECTRICAL PERMIT Filinq Fee 20.00 Main Servicetl00V oR LE ( zooA oR LEssSS ) 23.00 Main Service ( 200A TO 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class IL No. OWNER-BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUR OR ADONS. ( 8 ACC. BLDS. ) s0. 3.5¢ FT. NEW CONST. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS ) @7.50 ( 8 POWER APPARATUS ) SINGLE OUTLET CIR. Ex. Occup. (OUTLET OR FIXTURES) 20 Q 1.00 BAL 50 Ex. Occup. OUTLETS (RESID.j OR ( ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ Contractor WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwi omply with those provisions. A Date kAh gna u e of Applicant wner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 123.95 HA2. >- D. FEES IMP FLOOD CDF PARCEL PD HO S This permit is hereby issued under ttie applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. BY y,( /Date Q PERMITEXPIRESON / f� 11 (Date) Receipt No. 176118 1 WHITE-D.D:S.-B.D. CANARY -ASSESSOR • PINK -INSPECTOR GOLDENROD -APPLICANT ��. n` TYrrcr:.i��'`•..}1i"'T._j�i�"'(iiM+:'iS'>�'4:^�RxT a'4t1°v�'1;�+vi ^k7'a� 'x, .hY�,}S1d�'•�i77'. r..,,i4!'•yl�'•y m, �. �Yr , :4 COUNTYOF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLLE, CALIFORRNIA95965 - TELEPHONE (916) 538-7541 ,. PERMIT APPLICATION DATA SHEET OWNER CZZA It Proposed Building Use A. P N' Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted . ........................................ 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $......................................... 11. Impact fees as shown on attached schedule . .............................. 12. California Department of Forestry plan approval/fees. ....................... . 13. Flood elevation letter (100 year flood) y California Engineer. . . ................ S'�4. Sanitation and plot plan approval „ Healto D partrrrr)ent. . 15. City of Chico plumbing permit.�nj 16. Plot plan and business license approval from City of Biggs/Gridley. ....� 17. Planning approval for (A) Use: (B) Parking: 18. Contact Land Development.about (A) Improvements (B) Drainage. ........... 19. Driveway permit (construction approval required prior to occupancy). .. . . 20. Pre -inspection for to Building lns ie to _, p required. . . to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. . 22. Certificate of Workmans Compensation Insurance . ................... . ..... . 23. Owner -Builder Verification (Given to owner , Mail to owner . .......... . 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25''. Letter�of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . ......................................... . 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan check list . ..................................................... 33. 34. When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone and hold for pi4uo at office. Deliver with inspector. Other Parcel Creation _ tt� Acreage Applica to `t .a Ll '?.5 Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved by Date- Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works O.B.- I Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your - signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the maj { 1l�abor and materials for construction of the proposed pro erty improvement: YE proposed '� NO ]. 2. I HAVE HAVE NOT[ ] signed an application for a building permit for the proposed work,. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER: j,. 1 SOCIAL SECURITY NUMBER: DATE: NOTE: This owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER O.B.- I Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: 0 If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. 0 There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. 0 For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "ownerbuilder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Sincerel , Michail C. Vieiia, C.B.O. Manager, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. OVER COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESS PMPC NUMBERu ^o_ O / `Cl l zo"n'1 .-._ BUILDING PERMIT owNE �6 m� r "E SO. FT. O C. BUILDING VALUATION OWNERS I ING ADDRESS W/ iso ��V, CQ COM OR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS Fireplace CONS U ON LEilaNDER UNIQJOWN Total Valuation $ LENDER'S MAILING ADDRESS Fling Fee $ 20.00 Permit Fee $ ARCM R ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BuaolNOAp��s�l C ©c— n c ?L� PERMITFEE S q PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP Solar Or heat pump water heater 23,00 USEOFSTRUCTURE SF* Duplex ❑ Mobilehome ❑ Other SPECIFY Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition k Rem'Pities ❑ Installation ❑ Other ❑ Describe Work: & Mobile Home ISI GI W @20.00 PERMITFEE _ Contractor ELECTRICAL PERMIT Filina Fee 20.00 Main ServiceEOeV OR LESS ( 200A OR LESS / 23.00 Main Service ( 200A TO 1000A ) 46.00 LICENSEDCONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUP. OR ADONS. ( a ACC. BLDS. ) so 3.5Q FT. NEW CONST. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS ) @7.50 ( 8 SINGLE POWER APOPARATUS ) UTLET CIR. Ex. Occup. (OUTLET OR FIXTURES) zo @ I.W BAaSO Ex. Occup. oFIXEEDrsPRES D.OR ( ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ Contractor WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE i Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date _ Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee Is occ CONST. TYPE TOTAL FEE $ _ NA2. 0. FEES IMP FLOOD COF PARCEL PD NO ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMITEXPIRESON the applicable provisions Resolutions to do work been paid. Date (Date) Receipt No. WHITE-D.D.S.•B. D. CANARY•ASSE OR PINK -INSPECTOR GOLDENROD -APPLICANT I 1. Ceiling Insulation - .70 �. Number of stories Single - R -value One Two Three R-0 -103 -49 82 R-19 -8 •4 -2 R-30 .2 -1 .1 R38 0 0 0 U -value R-19 8 6 0.50 -176 84 -54 0.30 -102 -49 32 0.10 -26 -13- 8 0.08 -18 -9 8. .� 0.06 -11 -5 .4 0.04 -4 .2 -1 0.02 4 2 1 0.00 11 5 3 2. Wall Insulation - .70 86 Single- Single - Rwatue One Two 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 0.04 - .0 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 U -value - 0.60 . Insulation in Floor .70 86 Number of stories -120 Rwatue One Two Three R-0 -17 8 -5 R-11 3 -2 -1 R-19 0 0 0 R-30 3 1 1 U -value - 0.60 . -144 .70 86 0.50 -120 -58 38 0.40 -95 -46 30 0.30 89 -34 -22 0.20 -43 -21 -14 0.10 -17 8 -5 0.08 -11 -6 -4 - 0.06 8 .3 -2 0.04 .1 .0 0 0.02 4 2 1 0.00 10 5 3 Controlled Ventilation Crawispace Slab Floor Raised Floor Number of stories U value 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 37 --- -14 Number of Stories 8 R -value ''One- Two Three' • R-0 0 0 0 R-5 8 5 2 R-7 8 6. 3 F2 factor -12 3 5 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 S. Infiltration (Air Leakage) Specification Points Standard 0 6. Glass Heat Loss Total -. - Slab Floor Raised Floor Effective Percent Glass U value - Percenl Stories (percent .51 to .41 to .31 to 0.30 or Glass Single Double .60 .50 .40 less 50 -121 -53 -39 -24 -10 4 -40 -90 37 -26 -14 3 8 35 -75 _-29 -19 -9 1 10 30 81 -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 -291 13 13 6 11 16 18 -26 13 2 7 12 16 .17- -23 (..p 3 8 12 17 = 16 -20 0 4 9 13 17 15 -17 1 _ 6 10 14 17 -14 -14 3 7 10 14 18 13 -12 4 8 11 15 18 12 -9 6 9 12 15 19 11 -6 7 10 13 16 19 10 3 9 11 14 17 19 9 -1 10 13 15 17 20 -8 "2 12 "14 16 18 20- 7. Shading (Shade Open) Slab Floor Raised Floor Effective Percent Glass Effective Percept Class _ (peseeat fly x SC) Stories (percent =lam x SC) Three One Effective~ Three 0.0 Glbtb Norte Ent %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 -23 -21.. -56 " 7 '-4 -141 7 1 3 `i__ 2 2 6' 1 3 4 2 3 5 1 2 4 2 3 4 0 2 3 1 3 2 �tl"� 1 1 3 1 5.0 9 0 � 3 0 -1 -2 .4 -2 0 na = not allowed 6.0 5 8 10 12 l6. Shading (Shade Closed) Slab Floor Raised Floor Effective Percent Glass stories _ (peseeat fly x SC) Stories 16 or /CFA One Two Three One less Three 0.0 Glbtb Norte Ent Swb Watt Slg1* 18 --14' -48 89 -64 na 16 -12 82 -59 -55 no 14 -10 35 -50 -46 no 12 8 -29 -40 37 no 11 .7 -26 -36 -33 no 10 8 .23 31 -29 -74 9 .5 -20 -27 -25-65 2 8 5 -17 -23 -21.. -56 " 7 '-4 -141 -18 -47 6 3 -11 8+ -14 -38 5 -2 -9 -11 -10 .30 4 .1 -6 8 -7 .23 3 0 -4 -5 -4 -16 2 1 � _:J_ •21 5.0 9 0 � 3 4 5.5 na . not allowed 11 12 12 ' 6.0 9. Interidr Thermal Mass Interior Slab Floor Raised Floor Mass - stories lnteriorMasslCFA Stm of 7-10 Stories 16 or /CFA One Two Three One less Three 0.0 -8 5 4 ✓Two -2/ .1 ; 0.1 -8 -5 3 -1 0 -0 i 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 -d -1 - 1 3 4 4 1.3 -3 0 2 3 4 5= 1.5 -3 1 2 4 5 5 20 -1 2 4 5 6 7 25 0 3 5 7 7 8+ 3.0 1 4 6 8 8 9 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 1 8.0 7 10 11 13- 14 14 ` 8.5 _ 7 .10 12 13 14 15 ; 10. Exterior Wall Thermal Mass 11.0 Exterior Sirtpls- 15 Single- 8 - Wall Mau -•F ly Detached Fam1�r Attached" Mule ` Fam�r 0.00 00 . 0 33 0.20 3 _ . 2 1 3.3 3.5 3.8 0.40 -1 5 4.4 *4 :,..3 8 7 0.60 . 8 :. .3 6 4 No Coolin; System Installed 0.80 10 1.9 8 5 3.4 3.6 3.0 1.00 13 -5 _10 7 -2 1.20 13 3 12 8 2 -- 1 1.40 .112 2 13 9 ,. 1.60 1.80 10 10 _, 13 '12 11... 12 Heater 200 10 t^ 11 13 Type 11. Heating System SE or HSPF (assumes dueb In attic) 12. Cooling Syst•'m SEER SC (assume; ducts In attic) Sum of 1.6 r� _ lnteriorMasslCFA Stm of 7-10 -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 0.85 7.33 7.79 8 13 7 11 6 5 4 10 ' 8 75 3' 0.90 8.25 17 15 13 11 9 ' 7 0.95 8.71 _ 20 ' 18_ 15._ 13 11 8 0 0 0 Effective SE or HSPF 0 10.0 (SE or HSPF x duct efficiency) 2 Effective -25 or -24 to 44b -410 4610 16 or SE HSPF less 45 5 +5 +15 more 0.30 275 -73 84 -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 8 0.56 5.13 0 0 0 0 0 0 0.60 5.50 5 5 4 3 2 0.70 6.42 17 15 -A, 13 ti 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 4 Zonal Control Adjustment -5 System Type 3 -2 -•- - 7.0 Resistance 10 9 7- 6 4 3 Other 1.7 6 5 4 3 2 2 12. Cooling Syst•'m SEER 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 Rio Glass SC Eff. Rio Glass lot z X - 7- X - r X % Glass SC (assume; ducts In attic) ZrIi X r� _ lnteriorMasslCFA Stm of 7-10 = /to .?/ X ,25 or .24 b X14 to •4 b +6 b 16 or SEER Iess .15 .6 +5 +15 more 8.0 -14 -12 -10 -8 -6 -4 . 8.5 -9 .7 8 -5 -4 3 8.9 -5 -4 -4 3 -2 -2 9.0 .4 3 .3 -2 -2 -1 9.5 0 0 0 0 0 0 10.0 4 -3 3 2 2 1 10.5 7 6 5 4 3 2 11.0 10 9 7 6 4 3 120 15 13 11 9 7 5 13.0 20 17 14 12 9 6 1.4 1.6 1.8 2 22 24 t 3.3 3.5 17 39 4.1 Efretive SEER 4.5 4.8 5 (SEER xduct emelency) 5.4 56 30% 0.5 0.7 0.9 Sim of 7-10 1.4 1.6 Effective -25 or -U to -141c -410 46 b 16 or SEER less 45 5 +S +15 more 5.0 30 -25 -21 -17 -13 -9 6.0 -12 -11. •9 -7 8 4 6.6 -5 .4 -4 3 -2 -2 7.0 0 0 0 0 0 0 -1.5 1.7 1.9 2f 23 23 27 3 32 3.4 3.6 9.0 6 4- 9 7 5 5.1 10.0 22 19 16 13 10 7 1.6 11.0 26 23 19 15 12 8 4.3 120 30 26 22 18 14 9 . 5.9 13.0 33 29 24 20 15 10 � 3.3 3.5 3.8 Zonal Control Adjustment 4.2 4.4 4.6 10 8 7 6 4 .3 5A 6.1 No Coolin; System Installed 65% 1.1 1.3 1.5 • �-Stories 1.9 22 24 26 2.8 3 3.2 3.4 3.6 3.0 . • �I One -5 -4 4 3 -2 -2 Two +. 3 3 .. 2 2 2 -- 1 Single -Family Detached and Attached 1.8 2 Unit Size (so 25 27 2.9 3.1 3.3 Water 4.1 tt99 1200 1700 2200 2700 Heater c=redit or"b b to :or Type Type less. 11699 2199 2699 _ more 3.6 3.6 4 SGNone 4.4 0 0 0.. 0 0 5.5 or Solar 12 " 8 6 5 4 2 HP HWR ' 8 5 4 3 3 4.7 4.9 WSB 5 3 3 2 2 6.2 64 POU _lL 5 4 3 3 2.7 29 3.1 3.3 3.5 SE None 37 -24 -18 -15 -12 5 4 5.6 Solar 4 -1 -1 0 0 90% . 1.5 1.7 2- 2.2 HWR -18 -12 -9 -7 -6 4.7 WSB.. -25 -16 -12 -10' 8 5.9 .6.2 PQIJ_ _-1J! _12 .9 -7' -6 IG None =5 .3 -2 -2 -2 4.0 Solar 7-' 5 4 3 2 I POU .1- 2 1 1 1 IE None -28 -19 -14 -11 .9 4.9 IU 5.3 5.5 -4 5.9 6.1 P • -6 0 5 ' 3 2.4 Muld-Fam6 (individual units) 20. 3 3.3 3.5 47 3.9 4.1 X4.3 4.5 4.7 4.9 5.1 Water 5.6 09 700 1200161700 6.2 2200 Heater Credit or b b 10 a TYPO TYPO bet 1199 1699 2199 mare _ SG None 0 0 0 0 0 or Solar 14 7 5 4 3 HP HWR 9 5 3 2 2 53 WSB 9 4 3 2 2 64 POU 9 5 3 2 2 SE Now . 45 -23 -15 -11 .9 5.6 Solar 2 1 1 0 0 6.9 7.1 73 125% 21 23 25 28 3 - 32 WSB '-25 13 8 .8 5 ,A2 __-8_ .5 -5 J IG None : -8 -4 .3 -2 1--2 Point System Summary: Climate Zone 11 Solar .: 6 3 2 1 i• 1 _ POU _I 0 - 0 0 0 IE None 30 -15 _ -10 8 6 Solar 18 9 6 4 4 POU -8 -4 .3 -2 .2 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 Rio Glass SC Eff. Rio Glass lot z X - 7- X - r X % Glass SC Eff. % Glass ZrIi X r� _ lnteriorMasslCFA 2.7 X = /to .?/ X = r X 1 "119 1 PASS �,M,t,dc•..=) �4- x 17,,7 O. ' I TYPE 1 MASS WINC a 4.2. le: expasod Slab) InteriorNr�s A B COND. FLOOR AREA TYPE 2MASS AREA $ Exterior Wall Mass D . R AREA 0% 5% 10% 15% 20% 25% 30% 35% 40% X45% 50% 55% 00% eft 70% 75% 80% 8S% 00% 06% 100% 105% 1101,115% 120% 125• Me 0 0.2 0.4 0.6 0.8 1.1 1.3 1.S 1.7 1.0 21 2.3 25 2.7 29 32 -3.4 .16 3.8 4 4.2 4.4 4.5 4.8 5 53 10% 0.2 0.4 0.6 0.0 1 12 1.4 1.6 1.9 2t 23 2.5 27 2.9 3.1 3.3 3.5 3.7 4 4.2 4.4 4.6 4.8 _ 5 ; 5.2 54 20%- 0.3 0.6 0.8 1 1.2 1.4 1.6 1.8 2 22 24 27 29 3.1 3.3 3.5 17 39 4.1 4.3 4.5 4.8 5 5.2 5.4 56 30% 0.5 0.7 0.9 1.1 1.4 1.6 1.8 2 22 24 26 28 3 32 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 03 1.1 1.3 1.5 1.7 to 22 24 28 2.8 3 - 3.2 3.4 3.6 3.8 4 4.3 4.5 4.7 •4.9 5.1 5.3 5.5 5.7 5 9 .50% 0.9 1.1 1.3 -1.5 1.7 1.9 2f 23 23 27 3 32 3.4 3.6 3.8 4 42 4.4 4.6 4.8 5.1 5.7 5.5 5.7 5.9 6.1 SS% 0.9 1.1 1.4 1.6 1.8 2 2.2 24 2.6 28 3 32 3.5 3.7 9.0 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 5.9 6 62 60% 1 12 1.4 1.7 1.9 It 2.3 -2.5 2.7 29 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 5 5.2 SA 5.6 5A 6.1 63 65% 1.1 1.3 1.5 1.7 1.9 22 24 26 2.8 3 3.2 3.4 3.6 3.0 4 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9 6.1 64 70% 1.2 1.4 1.6 1.8 2 22 25 27 2.9 3.1 3.3 35 3.7 3.9 4.1 4.3 4.6 4.8 5 5.2 5.4 5.6 58 6 6.2 64 75% 1.3 13 1.7 to 21 23 25 27 3 3.2 3.4 3.6 3.6 4 4.2 4.4 4.6 4.8 5.1 5.3 5.5 .5.7 SA 6.1 6.3 6.5 00% 1.4 1.6 1.8 2 22 2.4 26 2.8 3 9.3 3.S 9.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.4 5.6 5.8 6 6.2 64 66 85%1.4 1.7 1.9 2.1 2.3 25 2.7 29 3.1 3.3 3.5 3.0 4 4.2 4.4 4.6 4.0 5 5.2 5 4 5.6 5.9 6.1 6.3 6 5 67 90% . 1.5 1.7 2- 2.2 24 20 26 3 3.2 3.4 '&S ab 4.1 4.3 4.5 4.7 4.9 -5.1 53 5.5 5.7 5.9 .6.2 6.4 so so 95% 1.6 1.8 2 22 25 27 29 3.1 33 3.S 3.7 3.9 4.1 4.3 4.6 4.0 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 25 28 3 3.2 3A 3.0 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 5.5 5.7. 5.9 6.1 0.3 6.S 6.7 7 105% 1.8 2 22 2.4 2.6 20. 3 3.3 3.5 47 3.9 4.1 X4.3 4.5 4.7 4.9 5.1 5.4 5.6 5.8 6 6.2 6.4 6.6 68 7 110% 1.9 21 2.3 2.5 27 29 3.1 3.3 3.6 3.8 4 42 4.4 4.6 4.8 5 5.2 5.4 5.7 5.9 6.1 -6.3 6.5 6.7 6 9 7.1 115% 2 22 2.4 2.6 2.0 3 3.2 34 3.6 3.8 -4.1 4.3 4.5 4.7 4.9 5.1 5.3 53 5.7 5.9 6.2 6.4 'to 64 7 72 120% 2 2.3 2.5 2.7 29 3.1 3A 3.5 3.7 3.9 4.1 4.4 4.6 4.8 5 5.2 5.4 5.6 58 6 6.2 6.5 6.7 6.9 7.1 73 125% 21 23 25 28 3 - 32 3A 3.6 3.8 4 42 4A 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 .. Point Scores - 1. Ceiling Insulation - _ _� . or-- - - R -value [381 U -value [0_030) , 2. Wall Insulation or R -value [ 1) U -value (0.098] 3. Raised Floor Insulation or, -- It -value [ 1 ---U-value (0.037] 4. Slab Edge Insulation - = ` - or It -value 101 . _ _ . F2 factor (0.77) _ -- - S. Infiltration Standard 0 6. Glass Heat Loss ` Tye [double] U -value 10. l % Total Glass (161 Sum 15 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 Rio Glass SC Eff. Rio Glass lot z X - 7- X - r X % Glass SC Eff. % Glass ZrIi X r� _ 2.7 X = /to .?/ X = (,,Os % X / �4- x 17,,7 O. TYPE 1 MASS AREA InteriorNr�s A B COND. FLOOR AREA TYPE 2MASS AREA $ Exterior Wall Mass D . R AREA . P 160 x SE or HSPF Duct Efficiency [0.78] Effective SE or 10.72/6.61 HSPF 0.5615.151 y� X.. _! 74-I .. SEER [9S] Duct Efficiency (0.74] Effective S (7.03] Type [SGJ Credit [none) -1 Sum 7-10 4, Point Total: ��„ Certificate of Compliance: Residential Climate Zone 11 Project Title ' I S4•a SLv Cot�'Tal_E NC_ ice. Project Addren BUILDING DATA Conditioned Floor Area 379(P Slab/Raised Floor *, Single Family Detached (SFD) (] Single Family Attached (SFA) [ ] Multi -Family (MF) BUII,DING SHELL INSULATION 97.1- /&0(AM9 Build* Permit# T r, S•�-43 Checked By/ Date Enforcement Agency Use Only Component Insulation L icaf orx/Comments Type R -Value (tine, to garage, �2iael, etc.) Wall .............. Wall .............. Roof ............. -- Roof ............. Floor ............. Floor ............. Slab Edge..... GLAZING Shading Devices Glazing . Area Glass Type Interior Exterior Overhang Framing Type Orientation (sf) (single, double) (Tolls blind. etc.) (shadewreen, etc.) (yeslno) (metallwood) Glass Area % Glass North ( ) North / O$ 2 2 Number of Stories Number of Units East South 101 Ssq -i Z [ l 'Addition Alone [ ] Existing Building [ ] Existing -Plus -Addition West Skylight Total z / Component Insulation L icaf orx/Comments Type R -Value (tine, to garage, �2iael, etc.) Wall .............. Wall .............. Roof ............. -- Roof ............. Floor ............. Floor ............. Slab Edge..... GLAZING Shading Devices Glazing . Area Glass Type Interior Exterior Overhang Framing Type Orientation (sf) (single, double) (Tolls blind. etc.) (shadewreen, etc.) (yeslno) (metallwood) Mirth ( ) Og lig L MTL North ( ) East ( ) lot East South ( ) SOuLh ( ) West West ( ) !'f Skylight....... THERMAL MASS Type/Covering Area- Thickness (slab/exposed, cite. etc.) (sf) (inches) LOCation/Description (kitchen. bath, etc.) V HVAC SYSTEMS Minimum Duct Type (fumace, air Efficiency Location Duct Outpdt Manufacturer / Mode #^ conditioner, heat urn) (SE, SEER,HSPF) (attic, etc.) R -Value tuh , or approvedequal) FVJ2 N • f V' 47-.T.i., C ^ A.C. Z, &-) .4-r-ri L 5-0:z Maximum Fumace Heating Output: Btuh IIOT WATER SYSTEMS Tank Manufacturer/Model # System Type (storage gas, etc.) Capacity (or approved equal) - Special Feature(s) SD M SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) Mandatory Measures Checklist: Residential MF -1R NOTE: Lowrise residential buildings subject Loft Standard: must contain these mpasurea reg4rdhea of Ute compliants approach used. Items marked with an asterisk (•) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into 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. - DESCRJvnoN I DESIGNER I ENFORCEMENT I Building Envelope Measures • §2.5352(a): Minimum ceiling insulation R-19 weighted average. §2.5352(b): Loose fill insulation manufacturer's labeled R -Value. • §2-5352(c): Minimum wall insulation in framed walls R-11 weighted average (does not apply to exterior mass walls). 62-5352(k): Slab edge insulation - water absorption rate no greater than 0.3%. water vapor transmission rate no greater than 2.0 permftnch. §2-5311: Insulation specified or installed meets California Energy Commission (CEC) quality standards. Indicate type and form. §2.5352((): Vapor barriers mandatory in Climate Taus 14 and 16 only. §2.5317: Infiluation/Exfiltration Controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Doors and windows certified. c. Doors and windows weathersvipped; all joints and penetrations caulked and sealed. §2-5352(e): Special infdtration barrier installed to comply with §2-5351 nwAs CEC quality standards. §2.5352(d): Installation of Fireplaces 1. Masonry and factory -built fireplaces have: a. Tight fitting, closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control _ 2. No continuous burning gas pilots allowed. HVAC and Plumbing System Measures §2-5352(8) and 2-5303: Space conditioning equipment siring: attach calculations. §2-5352(h) and 2.5315: Setback thetnostas on all applicable heating systems. • 02-5316(a): Ducts constructed, installed and insulated per chapter 10. 1976 UMC. 12.5316(b): Exhaust systems have damper controls. §2-5314(c): Gas-fired space heating equipment has intermittent ignition devices. §2-5314: HVAC equipment. water heaters, showerhe:ads and fauces testified by the CEC. §2.5352(1): Water heater insulation blanket (R-12 or greater) or combined interior/cmerior insulation (R.16 or greater); fust 5 feet of pipes closest to tank insulated (R-3 or gmter). 62.5312(Excepoon 1): Pipe insulation on strata and steam condensate return & recirculating piping. §2-531R(d): Swimming Pool Heating 1. System has: a. Onloff switch on heater. b. Weatherproof instruction plate on heater. e. Plumbed to allow for solar. 2. 75 percent thermal efficiency. 3. Pool cover. 4. Time clock. 5. Directional water inlet. Lighting and Appliance Measures §2-5352(1): Lighting - 25 lumens/watt or greater for general lighting in kitchens and bathrooms. §2.5314(c): Gas fired appliances equipped with intermittent ignition devices. §2.5314(a): Refrigerators. refrigerator.freezers. freezers and fluorescent lamp ballasts certified by the CEC. Indicate make and model number. COMPLIANCE STAB This certificate of compliance lists tie, building features and performance specifications needed to comply with Title 24, Chapter 2-53 and Title 20. Ctiakr2. Subchapter4. Article l of the California Administradve coda 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 purcli er of the building. Designer Name: t� 11-aWFtmc - Al Address: Telephone t.iic. R: (signaturic) ` (dale) Documentation Author Name: TitkjFM-, Address: Building Owner Name: -F /�tL fT %S(l tit �,t( (✓ Tidelfi m. 9S/4/X5 Address: � —7'd01126 L ,(`2' wl,o--y, fl-- P/_c /;LA ».- 9�tiy Telephone: (signature) (date) Enforcement Agency Name: Agency: Telephone: