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-M. 4Z -N -5Q �36, ��.'-4020-90B, P�,,E, 'CALD�ELL, Richard q6 Covey Ct, Chic6 Contr: Corky Andersen (ne w sf) 10' B08-0633 I MISCELLANEOUS "Priv"Ate''Pool MASTER POOL,AND SPA MP08-0001 A.� ci, I 25 COVEY CT & JODI L A' BUD C"fd X a N OL11 - so Exam k soup-" INIMM EW z aw q -w Aso IL9 ir M� MKM.Elzjl FIM rlb ESIDENTIAL 47-50-36 4020-90B,P,E,M, CALDWELL, Richard 36 Covey Ct, Chico Contr: Corky Andersen (new sf) buw j, 041 Address GAS Meter 0 y ELECTRIC Meter By UG 7- Datd? 69 a., C), I-ql 4) 0C) OFFICE COPY Address -3L e"126,&A GAS Meter By Date ELECTRIC, Meter By —Date. J ,,JOB FINALE Signature tlow'� u 64,'o 0- -V/ 74;,r i AJ k �e,040V'C, d all p ) d4 -e- -5 f:0 r- door' d.",e I. , / 1� 0 Not OK Not Applicable, Not Ready MOBILE HOM_FS% Date MOBILE HOME UTILITIES (Plans) (YK exceRt #'s 1. Zoning Req u i rements-Setbac ks- Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/0 Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location�Test-Wrap: / /"L"ft. / P'Nat. or/ P'LPG 7. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 -Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Require ments-Setbac ks Easements 2. Footings; Size -Spacing- Marriage Line 3. Gas; MH Test- Demand -Valve -Connector 4. Electricity; MH Test -Crossovers- Brea kers-Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/0 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 B-1 MISCELLANEOUS Date�t 'I DECKS,, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements V 2. Footings; Soils-Size-Depth-Spacing-Connectors-SteeI 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Coonectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Col um ns -Con necti on s-SpI ice- Deca I- Enc losu res A6. 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 Vs 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 X 11 or s m ec s; o s- ee - g. ep N,! Lll�_Iccess; Size & Romex Protectic te5w,Mls, Ma n; Steel-Blockouts-Wrapped t(TDI216drm. Win0ows or Exiting Doors -Sill 6� �eails, Garage; Steel- Bloc kouts-Wra p ped - 879,�raqprire Protection Framing OA-Ald Downs and Special Anchors WD 5 107. 51. PcoCerty Line Firewall & Openings 7. Slab; 8. P s- 10. GasPrt 12. Electric; Underground 111�_ nce rial- 111149-enuros & Ducts;,Ceard' -MMe -Sulapi,11--ins. 15. Insulation Date ?� -W qJ Card Date Cardfi-1 Date Car04-1 V&('-:? Date rd B-1. Date PLUV(NG (Permit) OK exceet #'s -OMS-1, jj§�Oater Htr.; Vent-AccesCCombust4w0ir-B 11. -Wde-r Pipe; Testu&1Xnchor-_0M'FT6T5`cTi57_ 157.'Z4D Q'r3Shower eans?`5pQFirst Floor -Tub Acsw 20. Test Tub & Shower, Second Relr-Tub Access Ai�!_Pipe; Size & Anchors Date5--/q �qj Card B-1 9 Card B- 1 gA' L�/$ Date loe Date!�_-70-6?1 Card B-1 t16 Date Card B-1 v = OK aa.-fixtp� & Transformer Clearance -ins. Protection 28-6ec. 0 = Not OK 24_z,r9t',ftxes & No. of Corlluctors-Stapl�g 3&.-<omex 140.t Applicable RE�IDENTIAL (Single & Duplex) Not Ready Z&-S'ubfe_9d<Vire Size ga. Cu o0A.C. Wire Size ga. C,6,'6r Al I Whange Date UNDERFIeOR (Plans) OK exce;7s 4,,"" Ll Date FRAWo , it p�,Kinetbac ks- Ease twifs- Fipd;l-1 ope 5. - osl Main; Soils-Elec. GrtO�eO7 Ftg. Depth )1'?_ A 1 4 Joi IR 3. Ftg., Garage; �91s-Steel-Elec. Grnd.-/ Ftg. Depth C41W,,epI!4,Tie: 11 or s m ec s; o s- ee - g. ep N,! Lll�_Iccess; Size & Romex Protectic te5w,Mls, Ma n; Steel-Blockouts-Wrapped t(TDI216drm. Win0ows or Exiting Doors -Sill 6� �eails, Garage; Steel- Bloc kouts-Wra p ped - 879,�raqprire Protection Framing OA-Ald Downs and Special Anchors WD 5 107. 51. PcoCerty Line Firewall & Openings 7. Slab; 8. P s- 10. GasPrt 12. Electric; Underground 111�_ nce rial- 111149-enuros & Ducts;,Ceard' -MMe -Sulapi,11--ins. 15. Insulation Date ?� -W qJ Card Date Cardfi-1 Date Car04-1 V&('-:? Date rd B-1. Date PLUV(NG (Permit) OK exceet #'s -OMS-1, jj§�Oater Htr.; Vent-AccesCCombust4w0ir-B 11. -Wde-r Pipe; Testu&1Xnchor-_0M'FT6T5`cTi57_ 157.'Z4D Q'r3Shower eans?`5pQFirst Floor -Tub Acsw 20. Test Tub & Shower, Second Relr-Tub Access Ai�!_Pipe; Size & Anchors Date5--/q �qj Card B-1 9 Card B- 1 gA' L�/$ Date loe Date!�_-70-6?1 Card B-1 t16 Date Card B-1 Date ELECIAICAL (Permit) OK except #'s aa.-fixtp� & Transformer Clearance -ins. Protection 28-6ec. Receptacles Spacing-Lig_b_,�itchcal�oors 24_z,r9t',ftxes & No. of Corlluctors-Stapl�g 3&.-<omex ,Jdstalled Close to EdgmokSruds &-G-rd' 2a.-Vq'u i>-,6round moe up w/Mech. Fastners-Bopd'Gas & *aYe-r 2Z,f`AppIiance_0rcuts in Kitchen & Conductor Size/GF1 Z&-S'ubfe_9d<Vire Size ga. Cu o0A.C. Wire Size ga. C,6,'6r Al I Whange Circ. ga. Cu or A[ -Oven Circ. ga. Cu or Al. lm�Neutral 0 Yes No 30._1ervice-Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panel s- Moto rs- Mech. Equip. 3&.=E.�o �Closet Light -Shower Light -Spa Light -7,0 (5E�Koke Detector Dateg-/(/-q/ Card B-1 U6(�J Date Card B-1 Date Card B-1 Date Card B-1 Date MECHAXf6AL (Permit) OK except #'s ve<c. puxn��suiation & Support *_.wd'nt F - xhaust aboyer-insuiation 3 ensate Drai Overflow; S�ik� Grade (REUrnaQE!QkfkccesJrWAir-Return Air Vent -1 15 outlet 4-hAtTE Access & Piatform-TF-urnance in Attic Date 5- -/!V Z?/ Card B-1 VW) Date Card B-1 Date Card Ji -f I/ Date Card B-1 Date FRA�4j,1;16is) OK except #'s Aw"Sitwo'Proper material & Anchors . a�L.�-.eMds Nailing, Spacing 84LF& �iI97 lates-Sound M56 �gwalls over Girders & FG-orNailing C41p6rafl.Stop in Walls (rat gL6of) (U. 1kre Stops(Furred CRfrLpqZ-Stair5(ChUeftTiii�� Story, 2 Wid&,Kead room- R i tpoRu n-Landi 4@-eFi re P?6tection �_4. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55. Siding-Xil'ing Veneer ,5 -.-bo Q1 56. Stuod'o Mesh -Drip Screed -Fd. Vents-Underfir. Access 57. GlazKq AreaGlass Protection -Skylights -Plastic s; Nailing -Bolts Nalls-Ceilings Walls -Windows Date 5-- 1 44 -ql Card B-1 VA(�_ ) Date Card B-1 Date 510 4ql /Card 13-111JJS(0� Date Card B-1 #'s & Sidelight Protection -Land EV$Fnoke Detector FWnace; Vents -Clearance -Comb. Air -Connector - fn Garage; Above F1 oor- Ducts- Mach. Protection B .o6rogm Exiting 6Jr.-'Q,K,I & Bath Fixtures & Tub Access -Spa 6VPirc. Trim & Subpanel; Breaker Sizes & Labels S,. SpKs & Rails qj$�Fipjlkace or Stove: Clearances -Hearth , . Ipce.'Outlets at Wood Panel; Int. & Ext. 70.4i ixt. & Appliance; Grnd.-Air Gap -Cooking Clearance S��Itets & Receptacles at Kit. Counter *"G e Fire Door; Swing -Landing -Closer Duct i arage-Damper t r.. I r " nts-Clearance-Comb. Air-Connector-P.R.V. age: Above Floor-Mech. Protection Elec. & Mech. Equip. Listed for Location P- Potacles in Garage; (G.F.I.)-Romex_Bxert-ection 14 --Ms jAeti on -:F6a m- Looked in Attic td -Yes &"Gua�ORails & Deck Construction -Post Caps 7&A!rn.,V,ents & Crawl Hole Door -Drainage & Wood -Earth geary.nSp Loo -ked under Floo�� 0 Yes aW"Foj4,d;41ng instm,..,orive 0 No: Walks EPYes 0 No; ,�Wnt�� 0 )Pes ' /0- �L COf.sp cc; BWw'n-Fin(dr !!�Kc. Unit; Disconnect, Electrical, Plumbing tV�e.n1!Zove Roof; Plbg.-Appliance-Fireplace.-Clearance to 80.,*Iter Well; Disconnect, Electrical, Plumbing 6;9tfb-rP6'c. Trim; G.F.I. Receptacle -Underground 864enTUfion Throughout House from Previous !ters Taaaed: I IR�Kier & Sewer Connected -C/O to Grade -HD Approval q��Energy compliance Certificate -Other Certificates Date Card B-1 Date Card B-lp2O Date (0-/g-qJ Card B-1 Date Card B-1 Da0%, t Card B-1 Date Card B-1 CorA m-ents'at Anal: (NOTE: An entry must be made each time you visit job site) COUNTY OF BUTTE DEPAATIVIEN T OF PUBLIC WORKS 1% Memorial Way, -Chico — Phone: 891-2751 7 County Center Drive. Orovi Ile — Phone: 538-7541' 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE �P'o OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and ould be corrected. 'Please notify this office when co rrection of work is pleted. If you have any question pertaining to this ti I matter, or n d additio explanation, please contact this office immediately. . A Z11 ,z -V -5, // ;4'J-' % , It'r 35y ),a- (7,00 e- r- .0 (a 4 X ro v tAel 6r 2, r,e C e-,42� 4�7 AJ beJ�A,'Ala &vewf D Lo� ate Inspector COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phobe: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE INER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at ' the above adtiess and should be corrected. Please notify this office when correction of rk is completed. If you have any question pertaining to this matter, or need ditional explanation, please contact this office immediately. A] c, A— A- Ve"I X;4' 1 ;,4/ tAel-., 'A 1, 1�� e, -, 11 , - ? - e-. g V f2 -e 1 26/5 till -2z Date Inspector &S7<:7 -e !4 :2 a y- COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 - 7 County Center Drive, Orovi Ile —' Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE -7 10 .2o OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. !4 :2 a y- Date`i�—Zff—,!E/ Inspector —,/'0 E-RMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. 4 7 J--,6 1A I A/ -Vt W!c -5;4 -!Lra�:e oop Date Inspector / /� 4 5, COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS - 196 Memorial Way, Chico — Phone: 891-2751 4f, 7 County Center Drive, Orovi Ile — Phone: 518-7541' 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE —,/'0 E-RMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. 4 7 J--,6 1A I A/ -Vt W!c -5;4 -!Lra�:e oop Date Inspector / /� 4 5, OVMSR PERMIT NO. COUNTY OF BUTTE A routine inspection indicates that the following violations of County Ordinance DEPARTMENT.OF PUBLIC WORKS exist at the above address and should be corrected. Please notify this office 196 Memorial Way, Chico —..��hone: 891-2751 when correction of work is completed. If you have any question pertaining to this 7 County Center Drive, Orovi Ile — Phone: 538-7541 matter, or need additional explanation, please contact,this office immediately. 7,47 Elliott Road, Paradise — Phone: 872-6307 WAN CORRECTION NOTICE At=&O- OVMSR PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office I when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact,this office immediately. WAN At=&O- I A W�V�WALWWAW-aw- A I W 150W I I WAN A -Z NORM-- , i . tyffll SIRA-W 41 "Nw j bLAV2 Olt j 0610 u,, AAAz-�,C 0 L -12A. D14�� 100", L'4� V rub Ok VL L/13 Date J 0? 7-11c: L COUNTY OF BUTTE, DEPARTMENT OF P�4BLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 Pounty Center Drive. Oroville —' Phone: 538-7541 7.47 E I I iott,Road, Parad i se —, Phone: 872-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above a ess and should be corrected. Please notify this office when correctio work is completed. If you have any question pertaining to this matter, or ed additional explanation, please contact this office immediately. LOW A Pv-)- bsAx— a�n� - avw a y V 1-7 Qz&A rjLel-k- SA&Ab, LCIA Mqn-'� A A jug, rAA Ur)c> x xA� ej Pf ��Ik n 24-1 Z� I A IY110L." AA &AdAm =L A z Is —eAAILA QAm-)P Vt�, 1Yr4WA!4 41.J Lr;' &._4 (4 QdAUP�'� 47 Iry &JS=A aA L'r-a 1� WLZGCI—� 1'1� Date --�%Ilnspector T COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chic6 — Pbone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 E I I i,��t Road, Parad i se — Phone: 872-6307 CORRECTION NOTICE "�4 Y67Z 0 -96 OW19ER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correctiono#<o—r�kis. completed. If you have any question pertaining to this or matter, ed additional explanation, please contact this office immediately. Date Inspector LETTER OF INTENT 4L 50 - -12( J May 28, 1991 TO: Butte "',ounty Building DepartmE�nt FROM: R. D. Caldwell, Lot 36 Quail Run, Chico, California The plans for our house, under construction, have large storage areas,-i.e., North Wing, -South Wing and Bonus Room. Even though uninhabitable, we must-Ifave air conditioning and heating in these areas to provide a con"stant temperature for the storage of paintings and antique wooden furniture. During the hot summer, we must cool the storage areas to prevent splitting -of the very old wood and also heat the.oil paintings in the winter to prevent cracking. We have accumulated old --furniture for years for our enjoyment, it is not for resale purposes nor for ' day to day use. The areas will be locked with dead bolts in solid core doors and alarmed. Thank you for your consideration. Sincerely, U bock -7 0 - c?7 Ra- a4jL It -L 4�-Zo-ql /0'00AM, kZ,-141_' VJL�4��b&�,,,,,���aOjC.' 4,� %lye OF 1.1k air+ 'A iTc 2! N FO R MAN C E'R IFICATE OF. C E t kUNDERSIGNED MANUFACTURER HFRFBY CLcRTIFILaS, 'I[, that the products identified below and on attached sheets Nos— are marked with the Collective Mark of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) and were manufactured in conformance with aolicablt Provisions of American Nationa'l Standard ANSI/AITC A190.1-1983, Structural Glued Laminated Timber, and that such manufacture has been at our plant in SPRINGFIELD, OR which plant has a quality control system approved by the Inspection Bure au of the AMER11CAN INs-rITUTE OF TIMBER CONSTRUCTION and inspected periodically by such Bureau. The manufacture of these members complies with the m' anufacturing and fabricating provisions of Chapter 25 of the Uniform Building Code. JOB NAME: -10 JOB LOCATION: FAIRFIELD. CA 2-22-91 CUSTOMMS ORDER NO. 90-.39560 M):OWS ORDER NO. -5502-C DATE Russell Andersen' Caldweel COvey'Court 24F v-4 SIGNA COMPANY —ROSBORO LIN ._ I BER CO TITLE QUALITY CONTROL AODRESG-----_-a. 22ND ST. 2 -2 2- 91 __DATE A / TC 'HEREB Y CER TIFILS that the said company at *its sa''id plant is licensedbythe AMERICAN INSTITUTE OF TIMBER CONSTRUCTION to use The AITC C0.1lective-Mark in respect of Products which comply with applicable provisions of said Standard, that the adequacy of.the quality Control system in effect at said plant is periodically inspected and verified by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, and that, in the judgment of AITC said company is capable lof complying with -applicable manufacturing and testing provisions of saij Standard in respect of products manufactured at said plant. Conformance with the Standard in respect of any' specific.or particular producx is the sole responsibility of the manufacturer; AITC's guarantee hereunder being that the said company Is qualified to produce a product meeting The said Standard and ff . lat its plant is periodically inspected and verified by the AITC Inspection Bureau AITC Cel-1160ale No. 69594 :.A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION 0 1083AMERICAPJINST.'rUYEOFTitilOERCONS'rRWC'rirjrI 4 (J k! nwner: .11?i r-L,,,A—P ctl S toeA P L� I C� ff Covey Court ROOF material Thickness(inches) Permit -No.. , 110 2, 0 :10 -4p- /V1 j- N E R —Gy C E R T I F I -C A T 1 0 N -S-0 - 3G A. P. No. DESCRIPTION OF INSULATION Brand Ham" Thermal Resistance (R Value)_ EXTERIOR WALL Brand Nam Material aaas_�. - . . Thermal Resistance(R Value)_Bj_�_ Thickness(inches 3 5/8—' 1 CEILING Brand Nam Batt or Blanket Typej.Elberqlass batts . Thermal Resistaince(R Value)_Bja— Thickness( inches) 3211-� Brand Nam Loose Fill Type Fiberglass umber of Bags 44 _ Wt-. per big-L�Llb. .14inimum Thicknesj(jnches)___-j6L1-- Area covered(ft. 2201 Thermal Resistance(R. Valu@)-- R38 .. FLOOR & ELEVATED Fiberglass batts Material Tit icknes a( I nche a) 611 FLOOR, SIAB material Thickness(inches) Width(inches) FOUNDATION WALL Material Thickoesa(tnch�s) Brand Name Owens-Corning Thermal Resistance(R. V41ue)—Rl9 Brand Name Thermal Resistance(R. Value)_ Brand Name Thermal Resistance(R Vabio), i'liereby certify titat the above insulation was installed in the above building 'Is Kner5y Requirements, in conformance with tile state of californ i nrnvr iwiq ATION C INC. IRM NAME/OWNER r AT OR dGT=::'U`RE OF INSTAqLJAjA" 4N APPL_I�CXfOR�_ 499150 S - TATE CONTRACTOR'$ LICENSE NO. September 25, 1991 DATE I hereby certify the above insulation and all required items as AQWn On 010 Building Department approved plans and attachinents have been installed as required by the State of California Energy Requirements. All equipment, devices and materials are of the quality prescribed or are" specifically approved by the State of California. 3 (o coo V, r 0— 6-A STATE CONTRACTOR'S LICENSE NO, WNER (Please print) �IOWNE"R 2 S--C?o DATE SIGNA4TU THIS CERTIFICATE MUST BE ON FILE WliI1411L BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SUALL-BE V I 6STED WITHIN THE BUILDING* January .1984 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, Califor0a 95965 - Telephone: 916/538-7541 ��ZO-4m' APPLICATION AND PERMIT ASSESEOR PARCEL NUMBER 47-50-36 ZONING SRI BUILDING PERMIT OWNER Richard D. Caldwell TELI�PHONE SQ. FT. OCC. BUILDING VALUATION 5175 R 207,000 OWNER'S MAILING ADDRESS 1372 Camino Robles Way, San Jose 95120 1485 M 20,790 CONTRACTOR'S NAME Andersen �_.HTWACTOR*S TELEPHONE 345-8071 MAILING ADDRESS P.O. Box 1308, Chico 95927 Fireplace 1107' 228,790 CONSTRUCTION LENDER Total Valuation Is Filing ee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ 755.50 ARCHITECT OR ENGINEER SE NO. Plan Checking Fee $ 377.75 Energy Plan Checking Fee $ 15.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 36 Covey Ct, Chico Permit fee $ 1.158.25 PLUMBING PERMIT FilingFee 1 10.00 Each Trap 14 2.00 38.00 Solar or heat pump water heater 20.00 LOT NO. 36 UBOIVISION NAME IS Quail Run Subd PARCEL MAP 72-- f S_ Water piping 5.00 5.00 Each qas water heater or vent 5.00 5.00 USE OF STRUCTURE SFU Duplex[] Mobilehomen Other SPECIFY Gas piping system 1 - 5 outlets 5.00 5.00 Building sewer 5*00 5.00 7_T__ Mobile Home W I S FG 10-00ea TYPE OF WORK New)M Addition [:] Remode 1 [:1 Utilities [I InstallationEl Other F] Describe work: 4 bdrm Permit Fee $ 68.00 Contractor ELECTRICAL PERMIT FilingFee 10.00 main service 1,10V OR LESS 100 AMP OR LESS 10-00 10.00 Main service EA. ADD -L 100 AMP 2.50 2.50 CONTRACTORS LICENSE LAW 1 declare under penalty of perjury (check one): RJ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. 3 6 Lda Car- Classification Fl 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- ors. (Sec. 7044) F-1 I am exempt under Sec.-, Business and Professions Code for this reason NEW CONST. DWELLING OCCUPM OR ADDNS. ACC. BLDG 'S' 121/20sq It 166 50 NEW CONSTR. MULTI.OU TLET I NON-RESID. BRANCH CIRCUITS) 12.50 ea POWER APPARATUS.&) -SINGLE OUTLET CIR I Ex. Occup(OUTLETS OR FIXTURES 1.20 @ 50C I! AL@ 30C OCCUP. FIXED APPLNS R Ex. OUTLETS (R E S I*DO I E A.) 2.00 Temporary service 10.00 16.00 Mobile Home Facilities 15.00 Misc. Wiring 0 il_ Permit Fee $ 199.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): f -I The permit is for $100.00 (valuation) or less. 10 1 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. F-1 I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you beco e subject to the.W. C. provisions of the Labor Code, you must forthwith complymwith such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FilingFee 10.00 Heating 9 6 -nn 12,00 ,P1 J t- qVqt-Pm.-, Cooling 5 T 2 11.0C_ 22.00 Hood 1 3.00 1 3.00 Ventilation 7 3.od 21.00 1 Permit Fee $ 68.00 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County Ot 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 agai id County in consequence of the granting of this permit. Date //,_ .2_ 01 Signature of Applicant - Owner El Contractor Agent E] An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 30.00 03� CONS PE TOTAL FEE $ 1, 52�. 25 HAZ I CUA PARI _�� I/ I P��/J ISSUE T.his permit is nereby issued under sions oi the Butte County Code and/or work indicated abc, for which fees By- �a!3 XI R 0 UBL C PEF6AIT EXPIRIS 6date the appiicable prov I resolutions to do have been paid. WORKS ate Receipt No. 84483 is-�o 0 WHITE-O.P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD-APPLI CANT COUNTY OF BUTTE -.J)EPARTM JQF PUBLIC WORKS - BUILDING DIVISION NT 7 COUNT? CENT&'�RIVE - OROVIL E, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 fIL _oz PERMIT APP NAMN DATA SHEET I I y )/ Permit No. OWNER 0 �U_ U) A 0. Proposed Building Use 311- Building lnspector_�X? - Date //Z,�9/6r At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1 . All items have been submitted . .. ........................ 2. Plot plans in duplicate/triplicate, signed by preparer of plans ........ 3. Complete plans in duplicate/triplicate, signed by preparer. of plans 4. Complete engineered plans and calcs, with wet signature on plans 5. Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings ... ;V 8. Engineered truss details and layout in duplicate (required prior to P�d�eck) 9. Mobilehome installation data including manufacturer's installation instructions ....................................................... 10. Fees of $ ? . ........................ 11. Chico Urban Area i es paid .................................. ............ 5A 2. Park fnaid /0 ............. ............... ict feei pa',d ... 41, &Wol Distr Sanitation approval from f C- .-`He�lth�,, Department 15. City of ChiCorplumbing permit. .................. ............. 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: -(B) Parking: . ...... .>8. improvements may be required. Contact Land Development Section DPW Driveway permit (construction approval required prior to occupancy) 20. Pre -inspection for required ... Pre-inspec. request to Building Inspector (Date) P,21. Contractor's license information (No., Name Style, Classification) ... Z?:�2. Certificate of Workmans Compensation Insurance .................. wje-2 3. Owner -Builder Verification (Given to owner 0, Mail to owner 0) ..... -()X_24. Recorded copy of Agricultural Acknowledgment Statement ......... 1-7- - 7- e;ZJ 25. Letter of signpture authorization ................................... 7 When you issue the per;Tit, roc�ss akfollows: -Mail to contractor. I and hold fo Telephone r pickup__��e. -Del.iver w/inspector. Other Applicant Date // -2 / - ?C) Copy of Haz-Mat form sent -Health Dept. -Fire Dept. . --- --Air Pollution Date Copyofplanssent ---HealthDept. -FireDept. _'Other'm Da�e_ By - The following data must be submitted prior to permit i 1. Index permit for above items No. 2. Additional items required: e: (Ci�cle nevv'Jem not`*qheSko� al�Ke). .1 ff less 81 e: designer, owner, was advised of above required data by_!�`ohone___ma1 I —counter byD_�.date Contractor, designer, owner, was advised of above required data by—phone —mail counter by date Plans checked by 2CX ki- 6 Date f2 -14 4� Plans approved by���SIIXI� Date --I Sets of plans on hold in Copy -DPW File cabinet _AP folder TO Buildina Department FROM: Environmental Health SUBJECT: Sanitation Clearance // �?6 Lok±� C4, Y '7- S -b --? C owner Location AP# Plan Approved for: Sewage Disposal Water Supply Hold final for: 7inal clearance O.K. for: clearance for bedroom mabiolge home. Other Water Supply _ Water Supply _ NOTE 2 - Date Sanitarian ke TO: Building Department FROM: Encroachment Permit Section ,RE: Driveway Clearance lfzda"'l ���Zww 2 S owner Driveway permit s i ature 6V V- e f 0 - loc at ton— AP # has been issued for the above property. /Z date COUNTY OF" BUTTE -'DEPARTMENT OF P . UBLIC WOR - KS 7 County Cerite� Drive - oroviil'e, California 95965 - Telephone: 916/538-7541 'APPLICATION AND PERMIT PERMIT NO. A �Et:S PAR�CEL NUMBE ZONe2) BUILDING PERMIT O"ER Hickay',el 0. 0-0-1 TELEPHONE SO. FT. OCC. BUILDING VALUATION 1 _)090 aon- OWNER'S MA^ING A�ORESS /A�a U&M,Vk6 RA Oy 10,l;& F,�);�o 14951 /Z? 4 G 0 1) 9 o nT 1: T . R - S/4 M E C)C, (,S(:?_ V\ TELEPHONE TRACJrOR'XSAILI ,; NG ADDRESS Fireplace ).600- =CTION LENDER e— N K N OWN Total Valuation Is 13- 2 0) Filing Fee $ i n:66 LENDER'S MAILING ADDRESS Permit Fee $ 2 ARC, ECT OR ENGINEER :�o y? e- LICENSE NO. I Plan Checking Fee ff Energy Plan Checking Fee $ IS: — ARIfHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS edg t,/ Ll _f � - Permit fee $ PLUMBING PERMIT Fi I ing Fee 10.00 Each Trap 2.00 3S:,eD Solar or heat pump water heater 20-00 LOT NO. SUBDIVISION JAME Q4a �U VI PARCEL MAP Water piping - 5.00 S-. 00 1 Each qas water heater or vent 5.00 '5-,-00 USE OF STRUCTURE SF (A DuplexEJ MobilehomeF� Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer _T 5.Od S.0(0 Mobile Home S G I W 10-00ea TYPE OF WORK New Addition Remodel ti lities [:1 InstallationEl Other 0 X Describe work: Permit Fee $ L, Contractor ELECTRICAL PERMIT Fi I Ing Fee 10.00 main service 6001 OR LESS 100 AMP OR LESS_ 10.00 Main service EA. AOD'L 100 AMP 2.50 SO CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): 1 am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions - Code and my license is in full force and effect.- License No Classification 1, as the owner,' or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044).. % I, as the owner, am exclusive'ly. contracting with licensed contract- ors. (Sec. 7044) I am exempt under Sec. Business and Professions Code for this reason NE W CONST DWELLING 0 C", OR ADONS. AC C. L..S. � .24 '/2(tsq it M_ NEW CON5TP_ MULTI-.UTLE-T NON.RES,., BRANCH CIRCUITS) 2.50 ea (POWER APPARATUS.&) SINGLE OUTLET CIR Ex. Occup( OUTLETS OR FIXTURES 0050c _eAL(91 30,p FIXED APPLNS OR Ex. Occup. OUTLETS IRESI*O E A.) 2.00 Temporary. service 10.00 :Mobile Home Facilities 15 Misc-.Wiri_ng'- — 15.00- Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): The permit is for $100.00 (valuation) or less. 1 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 F� I shall not employ any person in an y 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 FilingFee 10 -00 -_-;_!_- Heating /J 0. — Coo I i ng Q� LLo Hood 3.00 - Ventilation 2, 11,001 1�/_. 0 -1 Permit Fee- 097 7 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of' the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Signature of Applicant - Owner El Contractor E] Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home. Installation Fee $ Energy Inspection Fee occ CONST YPE TOTAL FEE $ HAZ CUA PARK I SCHL I FLO I 1AR PD HD ISSUE 7. This permit is nereby issued under si�ns of -the Butte County Code and/or work indi cated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do --- have been paid. - WORKS Date Receipt No. 2 -F 82 _3 WMITE-O.P.W.. YELLOW-ASSf33OR. PINK -INSPECTOR. GOLDENROD-APPL I CANT 5-1? - /�? sg� RESIDENTIAL PLAN CHECKING GUIDE 5/89 (S.F., DUPLZX & MISC. _0INLY) OWNF.R. Bldg. A.P. P: __5 0_� GE' NERAL Zoning requirements: (sideyards and number..of pe.rmit.ted living units).. aluation. Plans signed by designer. 4. Energy Design and Compliance. -S—. Existing violations on property. -�,Items on data sheet. PLOT PLAM COMDlete parcel size and dimensions Z. Set�acks, sideyards, easements,. etc*. Other buildings or -structures. Grading, fills, drainage - Flood hazard. -a t . Special conditions on creation' map or- compliance docume. FAU & FAS road. setback..'-.. FLOOR PLAN Pomplete to scale plan with dimensions. .Required windows for light and ventilation (Sec. 1205)..' R Required windows for second exit (Sec. 1204). Skylights (Chapter 34- & Sec. 5207). H 4 uman impact glass (Sec. 5406). L;��IP-qui.red room sizes, ceiling heichts (Sec. .1 2d7 =s in -baths, garage, and exteorio-1- outlets (Article 210-8)*. Light* -.f ixtures,. switches,... receptacles, and exterior receptacles f or - c anical- equipment.'-.. of:. me h ... ..-Locations "of water heater,- heating and co'oli.ng'�equipment-, other 'electrical or- -.gas equipment, and plumbing fixtures. Garage firewall, door size, and closer (Sec. 503(d)(3))" I - 3'0" exterior exit door (Sec. 3304(e)). Fireplace and wood stove location, alcoves, and . C*learance. (Sec. 1210). STRU=AL DETA ---------------- Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. ,,3'- Elevations and wall constructio'n details complete enough to construct building. Roof construction details complece enough to'construct building. -5' Fireplace- construction detail's and calcs if necessary. MISCELLANEOUS ITEMS TO LOOK OUT FOR Vaii-way details: landings, rise and run, head' clearance, handrails (Sec. 3306). Guardrail details (Sec. 1711 & 3306(j) .Brick- I or-- stone veneer (Chapter 30). 5/89 RESIDENTIAL PLA -CHECKING GUIDE (CONT'D) 0 LOOK OUT*FOR ---M-ISCELLANEOUS ITEKS I F -x . terior plaster weep screeds (Sec. 4706). roof pitch for roof covering (Chapter 32).. roper - (fire hazard) o type Roof covering f ter ties ot- bearing ridge beam. Garage door or porch header sizes. ge side Adequate bracing. complete 1 -hour separation -,required on gara Living - area over garage and posts, etc. including supporting walls ellings (Sec. 3303 & see Mezannines 1716). 0 exits on thiee-story dw ventilation (Sec. 3205). Attic access and c. 2516). s and ventilation (Se Underfloor acces or fuel burning appliances. ombustion air, f Noise requirements on duplexes. ecial foundation design.. SP Adobe soils design.. Retaining walls requiring evel house requiring-lateral.-desion..- size, or split 1 Tinusual shape, I exterior-openincys. Flashing at al P51 :y t A U bo- LAP OWNER'S NAME: /"�q z L' RECEIVED PERMIT NUMBER: A.P.#: DATE F� RESIDENTIAL F-1 NON RESIDENTIAL RECEIVED BY Tim 0 a --------------------------------------- REQUIRED PRIOR TO PERMIT ISSUANCE FROM DATA SHEET REQUESTED -BY PLAN CHECKER F-1 OTHER --------------------------- ----------- REQUESTED BY CORRECTION NOTICE E] YES NO ITEM: LOCATION IN BUILDING WHERE CHANGE OCCURS. ----------------- WHEN APPROVED, PROCESS AS FOLLOWS: Mail to owner (Address) Mail to contractor (Name and Address) Call -3 1/ 5� — ',� 0 7.1 — and hold for pickup at (:71,11C 6" office. Deliver with next inspection. REVISED PLAN CHECK FEES PAID: $15.00 $30.00 Additional Fees Not Required OWNER'S NAME: RECEIVED PERMIT NUMBER: A.P.#: DATE RRESIDENTIAL' ONONRESIDENTIAL RECEIVEDBY- ------------------------- REQUIRED PRIOR TO PERMIT fS§UN�E- — — — — — — — — — - — F-1 FROM DATA SHEET REQUESTED BY PLAN CHECKE R F-1 OTHER --------------------------------------- REQUESTED BY CORRECTION NOTICE YES NO ITEM: LOCATION IN BUILDING WHERE CHANGE OCCURS: ---------------------------------------- WHEN APPROVED, PROCESS AS FOLLOWS: Mail to owner (Address) Mail to contractor (Name and Address) Call and hold for pickup at office. Deli:ver with next inspection. REVISED PLAN CHECK FEES PAID: $15.00 $30.00 Additional Fees Not Required kz, rc�/C7-4/ 7-0. 7L /8- -��—X o leol!5 6 r12- (fZ,C 5 6�7L x A-04 72,� K /Z V(5) 1/1 *'7 19'OD PROJECT BETTER BUILDERS CONSTRUCT'ION JOB NO. 0721 DATE 8/1990 CALCIS BY : FLT SUBJECT: CONCRETE RETAINING - BEARING WALL ---------------------------------- WALL DESIGN: ALL. CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (FEET): 2000# WHEEL LOAD YIELD STRENGTH REINF. (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE CPSI): GRAVITY LOAD - DEAD LOAD (KIP) - LIVE LOAD (KIP:) OVERALL HEIGHT OF THE WALL - Hw (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - T (INCHES): COEFFICIENT - a : TOTAL EARTH PRESSURE - Fhr (KIP): REACTION @ TOP OF WALL - Rt (KIP): REACTION @ BOTTOM OF WALL - Rb (KIP): HEIGHT OF 101 SHEAR - Ho (FEET): MOMENT - Mw (FT -KIP): AREA REINF. (IN"2) ldl(IN) SIZE & SPA (IN) ------------------------------------------------ 0.137 5.69 #5 @ 27.1 MIN. VERTICAL REINF. - .15 % (IN^2): MIN. HORIZONTAL REINF. - .25 % (IN"2): DESIGN REINF. - VERTICAL: #5 24 - HORIZONTAL: #5 @ 16 COMBINED STRESSES @ WALL FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET 4 OF 416 LEVEL 30 1 40 2000 0.11 0.92 8 -Ms.— — D. 8.67 E3 1.46 1.13 0.41 0.72 4.54 1.14 0.144 0.240 0. 26 < 1. 0 Fr � &���C Gee �9�Z5 71,- 507 13.5 -Retutn to DPW a, 90-5 18 12 AGRICULTURATL ST�TPMENTDF ACKNOWLEDGEMENT FOR RESIDENTIAL DEVELOPIMM Section 26-8. 1 of tb-- Butte County Code requires this acknowledgement be recorded prior to issuance of a building permit. The property described herein is adjacent 90-051812 Rec - Fee 5.,ob,:' to land or included within an area zoned Recorded Cash for agricultural purposes, and residents of this property may be subject to incon- Offilcial Records 1 veniences or discomfort arising from the county of i use of agricultural chemicals, including, But-te but not limited to herbicides, pesticides, I Candace J." Grubbs R6corde� and fertilizers; and from the pursuit 't of agricultural operations including, 19am 3 -Dec -90 but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. tural zones which have as a priority use for productive within said zones and on adjacent property should be or discomfort from normal, necessary farm operations. X Butte County has established agricul'- agricultural purposes, and residents prepared to accept such inconvenience I All Ehat redl property- -situate in.the County of Butte, State of California, described as f ollows: ) o 7— -3r,- 0 t / PL,,,— _3�1 COVQ_�l C/1 C'41 C_C�' c�' I r 4� Date: Ilk State of Lit- f0- rA County of ss' PROPERTY OWNERS: L/ On this the day of bef ore me, the undersigned Notary Public, personally appeared Personally known to me. la�roved to me on rhe basis of satisfactory evidence. OFFICIAL SEAL = I gto be the person(s) whose name(s) PAMELA L. HUSTON Z subscribed to the within instrument and acknowledoed that 2 NOIARY PUBLIC - CALIFORNIA " COUNTY OF BUTTE Z executed the same for the purposes therein contained. IN WITNE MiEREOF, I hereunto set my han and official seal. Comm. Exp. MOrch 19, 1993 Present A.P. No. Notary Public END OF DOCUMENT I LETTER OF INTENT May 28, 1991 TO: Butte County Building Department FROM: R. D. Caldwell,, Lot 36 Quail Run, Chico, California The plans for our house, under construction, have large storage areas, i...e., North W ' ing,.South Wing and Bonus Room. Even though uninhabitable,.we must have air conditioning,and heating in these areas to provide a constant temperature for the storage of paintings and antique wooden furniture. During the hot summer, we must cool the -storage areas to prevent splitting of the very old wood and also heat the oil paintings in the winter to pr'event cracking. We have accumulated old -furniture for years for our enjoyment, it is not for 'resale purposes nor for'day to day use. The areas will be locked with dead bolts in solid core doors and alarmed. Thank you for your consideration. Sincerely, Ir V-1 6- �tA M'F BUTTE COUNTY SCHOOLS DEVELOPMENT FEE CERTIFfCAtIbN FORM (One Form per Building) A.'P. Number 4 60 Buildin I g Department No. School District 0, City County Jurisdiction Pro perty Owner P 114 Ind e? i j u) V Project Location/Address,36 (2- � , 0— A 9 vt4 V Subdivision "'�U Lot Number UU e4; NU ld Residential Development: Sq. Footage # of Living MHI Addition (Group R) Units Commercial/Industrial: Sq. Footage New Addition (Including Exterior Roofed Areas) J Al "4 Datd (Floor Plans reviewed by School District Personnel) I District Id No. C -b koz In v ck School District certifies that (Otppiicant-Name) (Phone Number) PA' IAA -,e' / qA /' (Street Address) I 9 '57�Q 11�7 (City) (State) (Zip Code) - has complie'd,with the requirements of Resolution No. by the payment of $3061, 5-n representing ff//�S- square feet. LZI "IJ 9/ School District Representative Dat'e PAID BY CHECK NO. - t 1A r,;k BANK NO �6 7N� PAID BY CASH REMARKS: white—applicant, yellow—building department, pink—school district SCHOOL.FEE (8/88) CAPREALIAN ENGINEERING P0. Box 341 Chico, CA 9592.7 (916) 891-6886 0 -7 - 5-0 Y �. 70 STRUCTURAL CALCULATIONS FOR: CALD.WELL HOUSE Man Rumn BUTTE WUN-TY P'A BUILDING DEPARTMEW OF 1�1 JQPROVED.- UP DATE 12..11.93 STRUCTURAL CRITERIA: Seism ic Zone ? Basic Wind Sp:edo; m.p.h. (Example B. M th Concrete fc - .2J06 P.S.i. Reinforcing Steel - Grade go Masonry: Grade Solid Grouted yes/no Structural Steel: Grade Yield: k -8 -i - REFERENCES: 1- 1986 11. B.C. Western Woods Ilse Book Secotid Edition A.P.A. Construction Guide. PUB E 30E Manual of Steel Construction 8Lh Edition Concrete Masonry Design Mantial 5th Edition Structural Engineering Handbook. Gaylord & Gaylord, 211d Edition ABBREVIATIONS: O.T. - Overturning O.T.M. - O.T. Moment S.F. - Safety Factor ALT. - Alternate G.F. - Good For N -S - North-South E -W - East-West E.W. - Each Way TRIB. - Tributary C CAPREALIAN , ENGINEERING P. 0. Box 341 CHICO, CALIFORNIA 95927 (916),891-6886 JOB SHEET NO. OF— CALCULATED e�? 4* C. DATE D E C 2 11990 CHECKED BY DATE SCALE ... ... ........... .. ... ASSUMPTIONS AND DESIGN DATA Type of structure A -,t en e Roof Pitch 2 Loads in Oft Dead Load Total D.L. Live Load TOTAL Roof: rA Uld Ist Floor: 2nd Floor: Co.,,p e Mom Aum 7. -Si CAPWAUN 2%9 Balconies/ Decks: oil Walls: Other: Cedf-') J-isl 14, S.4 �,zy i Q C C 3 q 5— Wind Zone �,S' m.p.h. Max. Ht.a—�ft. e= 9 — s I= I Wind Pressure (example B, method 2)= 15'4 P'.S.f. Earthquake Loading= ZI-SI-T= ./Y VV — Where Z= .,7 A C = 2.7 W=Weight of'building causing force in member 'Basic Soil Pressure /ZO6 #/ I ft 2 Oft 2 /ft depth below 1' beneath original ground--or--Finish gr Passive lateral earth pressure= p.s.f./ft of depth Active lateral earth pressure f:/ft of depth. *S* 2 Equivalent fluid density= Pft (Min. Density = 30 Oft skin friction= (but not more than .5 x D.L.) FMW W I fivrfisjw. &*. am 014?1 CAPREALIAN -ENGINEERING SHEET NO'. 3 P. 0. Box 341 OF CHICO, CALIFORNIA 95927 CALCULATED BY- (916) 891-M6 DATE CHECKED BY DATE SCALE ............. ............ . ............ .... ......... . ........ . . . ... . ....... .............. .............. ............. ............. ...................... .................. .. .......................................... .............. ............. ........... .............. .............. .............. ............. ................... ......... ............. ............ e:A-: .......... ............................. .............. ........... . ............... ............. ............. ............ ............ .............. ............. ............. .... ? ......... .......... . . ........ .............. ... .... . . ... ..... .............. .............. .............. ............. .......... ............. .. ............ .............. .............. ........... ........... ..................... ...... ....... ..... ............. ............. .............. ......................... ............. .... .... ... ............... .............. ..................... ............. ............ ............ ............. .............. .............. .......... ............. .............. ....... . .............. ............. 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Box 341 CHICO, CALIFORNIA 95927- CALCULATED BY a0r�Z OL C -DATE JAN I R (916) 891-6M CHECKED BY DATE SCALE c: 6Z. . ..... ............ ............. I _4 Oft 'A --------- ------------- ................. . . ......... .. ..... ....... .... ... .... .... 5.11E G- TA Z . . . . . . . . ... ..... .. ................ ............. . . ..... ..... . ...... . . ......... ..... ....... .... ......... ............. ...... ....... .......... ..... ....... . .. ........ ....... .. . .... .... ............................. . ............. ...... ...... ..... ... . . ............. ... ....... . ......... ........... . ............. . ...... ..... ............. ............ ............ ....... .... ... ...... .... .... . ....... .. ......... ............ .............. .............................. ............. ....... .... .......... . ............ AEL . . .......... ................................................... . .. ........... Ce R ZA. 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CHICO, CALIFORNIA 95927 CALCULATED BY OF DAT (916) 891-M6 CHECKED BY DAT SCALE L: .............. ........ ..... ........... ............. ....... .. ........ .............. ............. .............. .... ......... .......... ............. .............. ............. ............... . .............. ............. .... . ... .............. t ...... ............... . .................................. .............. ............. ......... ... ............ . .............. .............. ............. . ............. ................................... ...................... .............. ............. I ............. ............. ............. .............. .... ........ ........... ............. .............. ............. ............ ............. ............. . ........ 1 1 * i ....... ...................... ............................ 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I ............. .............. .............. ............. ............ ........... . ............. ............. ............. ............. CAPREALIAN ENGINEERING P. 0. Box 341 .CHICO. CALIFORNIA 95927 (916) 891-M6 JOB SHEErNO. OF CALCULATED BY,&a,(f. DATE J A N 17 1991 CHECKED BY DATE SCALE - ? 0 0-4, 1 0) )94 bik) 7aq rl q11 '7.� rl 5' Y t4i 0 -Lr;3,v v*i(l)�xlq-v_l i jil 'o oToct -1dr C '2 -0, dO (-tA-d fl -014N '"Iwo A 41141"O'llon Cj J. 3p .3,,14 vor 1(70d t"Ol J, %M-) -1-to JAIll, 0),y 0) - 00 N* roo �cj 99 CA vwjv? OL jr-i I ,�N nil, .%,ml 'o Y3 10 9A F, %, :4. f, CAPREALIAN ENGINEERING P. 0. Box 341 CHICO, CALIFORNIA 95927 (916) 891-6886 JOB SHEET NO. OF CALCULATED 8 014. AN 17 1991 ------------------- CHECKED BY DATE- JOB CAPREALIAN ENGINEERING P. 0. Box 341 SHEET NO. OF- CHICO, CALIFORNIA 95927 CALCULATED BY 'A DATE (916) 891-6886 CHECKED BY DATE SCALE M ie - as I HD5 HDO features slotted base for easleir Installsiftini ~ support n of be" offers 911`68=2 a u8s and automatic 11991119. �T�V" 8 I r HDAIHDHOLDOWNS Holdowns maybe used to transfer tension loads between roors, to be purlins to masonry or concrete, etc. The H02A is an excellent device to fie wood wall sections to vertical concrete or masonry. Use HDXs for overturn requirements and other applications to transfer tension loads. All HDXs and most HD's are self -jigging, ensuring code -required 7 bott diameter spacing from the end of the wood member. HDA SPECIAL FEATURES: P Single piece non -welded design, results in higher capacity. Load Transfer Plate eliminates need for Seat Washer. Selt-jigging design allows for flush surface installation to ensure code -required minimum seven bott diameter spacing from the end of the wood member. Fewer inspection problems. Code values for bolt allowable loads have charged for certain products used as holdowns: allowable increases for bottS used with holdowns loaded parallel -to - grain may be increased only 25%, rather than ft previous amount. This change produces a reduction in the allowable load value when'this product is used as a holdown. This reduction is shown in the table. MATERIAL: Specified in table RNISH: HD2A and HD5A—galvanized Ail others-7Simpson gray paint INSTALLATION: m Use all specified fasteners. See General Notes. • Standard washers are required between the base plate and anchor nut (HD's only), and on stud bolts opposite the Holdow.n. The Load Transfer Plate is an integral part of dw HDA Holdown and no washer is required. • See the table on the next page for anchorage requirements. The design engineer -may specify any alternate ancIxtrage calculated to resist the. HIM tension load for your specific job. • Locate on wood member to maintain a minimum distance6f seven boft Design Patent diameters from the end of ft member to ft center line of the first bolt No. 224,083 hole (HDA:s and most HD's are self-fgging; minimum required distance IS automatically maintained). determine the To be double 2x members together the designer must as one unit fasteners necessary to bind the members so that they act without splitting.. CODE NUMBERS: ICBO Nos. 1211 and 4448. I QF and -off sad or values and , 11"Ing. WASM MUSTHE IWALLED HERE ON ALL Houxwils Dun HDASERIES Typical Hog installed HD T EAD HB HR A ROD _'JDT,��T'�Z(SEET BLEFOUMM5) HD Threaded Rod \ Rpical HD2 le Between Floors INSrALL . WA5HERS Typical HD5A Tlis Between Floors Patent No. 4,665,672 Canada Patent 1989 To got the Ifull load capacity stated In the table the minimum bolt whid distance for all hokkwm Is 7 times the stud bolt diameter. This" distance Is "HO" In the bible and Is automatically nto all Simpson exceptithe HD2, HD5, and HD7. The stance maybe !I Increased as necessary wtdxM affecting load capacity provided that the anchor nut is not over - torqued which could spill the studL �' Copyright 1990 SIMPSON STRONG -TIE COMPANY. INC. 11) �' -HDANDHO'L'DOWNS , C IS I IT, I M 060W/Sim BuyUne 5162 1 Strong -Tie" CONNECMAS MODEL NO. MATERIAL DIMENSIONS FASTENERS AVG ULT MAMMUM ALLOWABLE LOADS 1-2 1BASEIBODY M851 so W6,7 H B so CL CONC. ANCHOR 111,12, DIA L_EMBEDMENTS STUD4 1 1 20009 ! 300010: LENGTH OF BOLT3 IN WOOD MEMBER 1 1A 1 2 121,11 3 1 3 1/tt 1 5 1/� HDA HOLDOWNS I HD2A 7 c .3a.;12 Q a. -1/- 4 2r--2! 2 1, 8 2 1/4 11/2 12 1 9 2- 5A 12150 1970 2585 3035 3270 33001 33151 HDSA 13 ga. 10 qa.' 51/41 52". 1, 3 9 3/8 31/2 112 21/16 3/4 14 1 11 2-3/4 20767 2370,13135138§2 4385 1 46701 47701 HD7A 3 ga. i 3 ga. 1614: 31/2: 31---2 1143/4 33/4 3/4 123/161 11/8 19W 1-5 3-7A 32663 32401431016440 -nW - ��5O95�55 HD20A 3/s 1 3 ga. 1 7 1 4 : 41/4 ;2( 7/8 1 2 3/6 1 11/4 26 20 1 4-1 - I - I - - 1133801150401 HD HOLDOWNS HD2 7 ga. 7 ga. 43/t - 23,4: 21-12 53/4 21/2 23/41 13/s I 5A 12 9 2- 5/la 1091611965 2585 303513265 3300, 33151 H05 1 3 ga. 7 qa. 51/4 3 -27s 63/8 31/2. 35/8 21/8 - 3/4 14 11 2-3/4 119000 236513135 3850 4385 46651 4765 HD6 1 3 ga. 3 cla. i 51/4 3 27, 8 121/2 31/4 3 17/-8 1 15 15 3-3/4 118600 2770,366 5430 6080i 6080 60801 1HD7 5/16 3 ga. i 61/8 31--21 31,-2 1115/8 33/6 33/8121/8 1 1/t 18 15 3- 7A 12B600 6430 8050; 8770 92601 �D9 3/8 3 a. .1 1 � 4 1 3 1,12 i 161/12 41/4. 21/a 1 1/b —T —'/t— 25 15 3-1 143625 — 10675 1217011� 212 3,t 3 ga. 7 4 i 31/,2 1201/2 41/4 21/e -3-1;FF2_41/12 30 15 11555C HD15 —4—�3 aa. 1 7 ' 4 1 41/4 3 5/b 21/h 11/4 1 30 20 11750C 1. The allowable tabulated loads are based on the lower value of (a) the boll values in accordance with the Uniform Building Code. or (b) the ultimate load on a steel test divided by 2.5. 2. Allowable loads have been increased 33% for wind or earthquake loading; no turtW increase is allowed. Reduce allowable loads where other load durations govem. 3. The wood member must be sized for de baid carrying capacity at the critical not section, mducing the gross section area lor holes or other removed wood as specified in the cam. 4. The HDAs are dessoned to UM into wwurd the code uired rhinimum 7 diameter bott spacing. P% may be increased as - P I P . 5. H8 is the required minimum distance from the end of stiad to the center of the first 9W boft tole. All HO models except ND2. HD5. iond HD7 provide an eidension to the base Ito ensure proper installation. The end distance can be increased as necessary. 6. HID9, H012, and MD20A require a 3W' minimum stud! thickriess. Use a miinimum stud width of 5%'for the HD20k- see -W dimension. 7. H015 requires a SW minimum stud thickness. — . L77-11 6ONCRETE ANCHORAGE: The anchorage specified in the table may.be used to achieve the full load capacity of the holdown. THE DESIGN ENGINEER FOR THE JOB MAY SPECIFY AN ALTERNATE ANCHORAGE SYSTEM PROVIDED THE ANCHOR DIAMETER IS THE SAME. 8. Anchor embedment length is based on a single -pour concrete foundation. Oouble-pour foundation systems. masonry vialls, and masonry footings must be evaluated by the designer. 9. For concrete with a minimum compression sheingt! of 20M psi the following anchorage applies: The table above indicates the minimum embedment 6 for a standard "J" boft with a 4d return, or for a standard L7 boll with a 12d extension. Concrete edge dista or side cwAv must be 3" when concrete is cast against anid pernianendy exposed to earth for all boft sizes. The minimurn side cwjw for concrete exposed to earth or weaMer is.1W for W &xD- eter bolts and 2' for all others. 10. For concrete with a minimum compression sbengt! of 30M the following anrhoraCe applies: Anchor botts must A307 hex head. The minimum distance from the center line of boft to the edge of the concreft is 2:Yr for 11/4", 1911", and 1' diameter, and 1V4" for all others. 11. Anchor strength in concrete is de0endent on comer distance and anchor center -to -center spacing, as concrete is susceptible to failure when these are small. To ensure full table load values for these anchor options. anchors must be no closer than twice the embedment depth and no closer to a comer than the embed- ment depth. See the PA holdDwn product line for other options. 12. To locate manufacturers of anchors suitable for use with existing concrete contact code authorities. Nc. 4\ CAPREALIAN ENGINEERING PO. Box 341 Chico, CA 95927 (9-16) 891-6886 77 STRUCTURAL CALCULATIONS F CALDWELL HOUSE /eelac �114-ts-o 6* STRUCTURAL CRITERIA: Seismic Zone 3 Basic Wind Speed.; V m.p.h. (Example B, Meth. Concrete fc - 2d06 P.S.i. . Reinforcing Steel - Crade 40 Masonry: Crade Solid Crouted. yes/no f� - - P.G.i. . Structural Steel: Crade Yield: k.s.1. REFERENCES: 1986 1) - B.C. Western Woods Ilse Book Second Edition A.P.A. Construction Guide, I'UB.E 30E Manual of Steel Construction 8Lh Ed.1tion Concrete Masonry Design Manual 5th Edition 6- Structiaral-EngIncering Handbook. Gaylord & Gaylord, 2nd Edition CIP IDAYE 12-31.- 9 � ABBREVIATIONS: O.T. - Overturning O.T.M. - O.T. Moment S.F.-- Safety Factor ALT. - Alternate G.F. - Good For N -S - North-South E -W - East-West E.W. - Each Way TRIB. - Tributary JOB SHEET NO. 21 OF — CAPREALIAN ENGINEERING CALCULATED DATE D E C 2 1 1990 P. 0. Box 341 CHICO, CALIFORNIA 95927 CHECKED BY DATE (916) 891-6886 qr.Al F . .. .. ..... ... ... . ASSUMPTIONS AND DESIGN DATA Type of Structure a) 60 do Roof Pitch I 1� 1.2 2 Loads in #/ft Dead Load Total D.L. Live Load TOTAL Roof: xA 2.5� Ist Floor. 2nd Floor: VA 4,g /Y Balconies/ OF cp'�' -Decks: EIP OATE 12-31. 9 Walls: Other: ded-9 Y-si �jj (P 14 Wind Zone 7S' m.p.h. Max. Ht-_��ft. C e= 0AP 2 C 9 qs= / 5�- I Wind Pressure (example -B, method 2)= /5'±4 ' —P.S.f. Earthquake Loading= Zl_f,14= ./y VV — Where Z= I- RW C = 2-7:5 W=Weight of building causing force in member 2 2 Basic Soil Pressure /ZOO - Oft + 0 /ft /ft depth below V grATe7j' beneath original groun or Passive lateral -earth pressure= _____p.s.f./ft of depth Active lateral earth pres . sure s.f:/ft of depth. 2 Eauivalent fluid density= #/ft (Min. Density = 30 Oft skin friction= (but not more than .5 x D.L.) mma M I twasl mL 6" a. 01411 10 JOB CAPREALIAN ENGINEERING SHEET NO. P. 0. Box 341 OF CHICO, CALIFORNIA 95927 CALCULATED BY (916) 891-6W6 DATE CHECKED BY DATE SCALE .... ..... ..... . .. .... .. . .. ... .. . ........ .. .... .. .... ... . ............. . .......... .............. .............. .................. ............. .............. ............. ........... .. ...................... . .... A-4AJ ;4 2" .... . . ....... ... . ..... ...... . . ............ .............. ....... .............. ............ . . ............. ............. .............. .............. ............. . .......... ............................ ............ 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Box 341 CHICO, CALIFORNIA 95927 (916) 891-6886 SHEET NO. :5- OF 2 1 IN CALCULATED BY '�L - Lf - CHECKED BY DATE SCA ............. ......... ..... ........ ............ ... .......... ....... ..... ............. ............ .............. ............. . ............. ..... ...................... .............. ................ ... ...... ............. .......... ... .............. .............. .......... ... .... ..................................... . ............. .............. ........... ....................................... ................ .................... .............. ............ 1001. 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I ........... .............. ............. I ............. ............. I ............. % .............. ............................................ .......... ..... ... ... . ..................... . .... .............. ........ .............. .............. ............................. ............. ............. .............. ............. .................. .............. .............. ............. . ............. ............. . ............. . VAP (AC -1 -;, 6A!. C 4,j loo We. 6'� 547 L 1 5 ?.Lt L E IC C -4T. PLYWD. Alu elloo, 4 *Jz &I '.0 e,. lik. QLtL 1!91L. 4&LZ. 41b, Fe ,e Od OWL, PI LU -6 C44. r- r - r -W U4 r—L4nOL fL&A V� —L sit ffilcpp cz Amp 'V� Cip 044: 12-31. be I SHT. 7 S. tm ie- ,, -1 CCAlliECTO" �1 HDO features slotted bass for easler Installation. ~ support design of base offeirs 9,68t0i values end automatic figging. W7 S6 C54jild 90 HD9 8 HDAIHD-HOLDOWNS Holdowns may be used to transfer tension loads between floors, to tie purlins to masonry or concrete, etc. The HD2A is an excellent device to be wood w -all sections to vertical concrete or masonry. Use HDA:s for overturn requirements and other applicabons to transfer tension loads. All HDXs and most HD's are self -jigging, ensuring oode-required 7 bolt diameter spacing from the end of the wood member. HDA SPECIAL FEATURES: P Single piece non -welded design, results in higher capacity. • Load Transfer Plate eliminates need for seat washer. • Self -jigging design allows for flush surface instailation to ensure code -required minimum seven bott diameter spacing from the end of the wood member. • Fewer inspiection problems. Code values for bolt allowable loads have changed for certain products used as hotdowns: allowable increases for botts used with holdowns loaded parallel -to - grain may be increased only 25%, rather than the previous amount. This change produces a reduction in the allowable load value when this product is used as a holdown. This reduction is shown in the table. MATERIAL: Specified in table FINW: HD2A and HD5A—galvanized All others—Simpson gray paint INSTALLATION: a Use all specified fasteners. See General Notes. • Standard washers are required between the base plate and anchor nut (HD's only), and on stud botts opposite the Holdown. The Load Transfer Plate is an integral part of this HDA Flioldown and no washer is required. • See the table on the next page for anchorage requirements. The design engineer'may specify any alternate anchorage calculated to resist the. H06 tension load for your specific job. • Locate on wood member to maintain a minimum distance of seven bolt Oesign Patent diameters from the end of the member to the center line of the first bolt No. 224,093 hole (HDA:s and most HD's are'self-jigging; minimum required distance is automa&ally maintained). , • To tie double 2x members togethetir ft designer must determine the fasteners necessary to bind thie members so that they act as one unft without splitting. CODE NUMBERS: 1CB0 Nos. 1211 and 4448. HID9, 12 and 15 WASIM WASM licall HD5A feature stand-off seat 1111119a MUSTRE 1"Between Floom for greater values and INSE111110 9Er#M HEIM automatic liming. MCI= ON ALL OR NUTS HOLDOVNS ANDWOXI aXEPT HDASERIES Patent No. 4,665,672 a C: Canada Patent 1989 Typical HD9 installed Threaded Stud Rod ST DS H INSTALLWASH iciparjoisIL'.''oy To got the full load In Ow HERE,TYPICAL capacity stated HB table the minimum bolt THREADED ROD (SEE TABLE FOMNOTE 5) end distance for all holdownsl Is 7 timsis the stud bolt diameter. ThL- Install distance is "HS" in the w8shers table and Is automatically designed Into Slmpstm FLOW all holdovms except the HD2, HID5, and HD7. The WASHER MUST pleat HD2 Re bolt and distance may be BE USED HERE, Between Floors Increased as necessary TYPICAL withoitA affecting food . . . . . . capacity provided that On anchor nut Is not over - INSTALL torqued which could split WASHERS the stud. HD c Copyright 1990 SIMPSON STRONG -TIE COMPANY. INC. 4), a .2 Aom HDAIHDHOLDOWWS 06060/SIM BuyUne 5162 MATERIAL MODELI NO. 'BASEIBODY DIMENSIONS FASTENERS CONC. ANCVIOR111,12. EMBEDMENTS DIA 1 AVG STIJID'i ULT BOLTS I MAXIMUM ALLOWABLE LOADS 1,2 H85, SIB W6'? H 8 SO� CL LENGTH OF BOLT3 IN WOOD MEMBER 11/!? 1 2 121/2 1 3 1 31/2 1 51/2 HDA HOLDOWNS i HD12A 7 ga. 112 ga. j 4 112 12 1,42 21,12 8 2 /4 1 /2 8 1 12 9 2-5A 12150 1970 2585 3035 3270 3300 33151 HD5A 13oa.;1Ooa.!51/41 3 33,16 9 J/8 31/2 '/� 21/i6l 3/4 1 14 11 2-3�/4 20767 23701313513850 43851 46701! 47701 HD7A 13 ga.;: 3 ga. 161/s 3 1.,2 31.--2 1143/4 33/41 3/4 23A61 11/8 19 15 3- 7/la 32663 32401431016440 75701 89501 95L5j HD20A j 3/s 3 ga. 1 7 i 4 4 '/�d i 20,'/4 41/61 —7/8 23/a 1 11/4 26 20 4-1 51233 — I — — 1133801150401 HD HOLDOWNS HD2 1 7 qa. 7 cia. 1 4 3/t 2Z41 5 3/4 12 1/2 23/41 13/81 5/8 1 12 9 2- 5/a ! 10916 19651258513035, 3265 1 3300, 33151 H05 3 ga. 7 cia. 1 51.,4 3 27 6 6 3/8 13 1/2 35/6121/81 3/4 ; 14 11 2-3/4 119000 2365i3l35T3850143851 4665 47651 HD6 3 3 a. i 51/4 'ga. 3 2-s j 121/2131/4 3 j 17 /81 ' 1 1 15 15 2770:366515430 6080; 6080 6080 HD7 M6 3 61/e 31.,-2 31.,-2 i'll 33/8 3 3/8 21/81 11/6 . 1 18 15 3-7/8 12B6001 3235 51951643018050; 87701 9260 LHD9 3/8 3 ga. 7 4 312 i 16!/2 414/4 3 5/8121/8 1 11/8 25 15 3-1 i 436251 — — I — I — i fO675112170 IHE 4 4 3V2 120 12 1/ ��21A �1 1/8 30 15 4-1 143750 1 — I — 113665115550 — __ IHD15 3,% 3 ga. 1 7 4 1 3 '/� 1241/2 41/4 3 5/t 12 1/8 1 1 1/4 30 1 20 5-1 1437—i I - — I — 11�vv 1 . The allowable tabulated loads are based on the lower value of (a) the boft values in accordance with the Uniform Building Code, o! (b) the ulfirnate load on a steel W divided by 2.5. 2. Allowable loads have been kicreased 33% for wind or earthquake loadling; no further incmase is allowed. Reduce allowable bads where other load durations govern. 3. The wood member must be sized for the bad carrying capacity at ft critical net secto . reducing the gross section area for holes or other removed wood as specifiod in the code. 4. The HDKs are designed to UM irft account the code required minimum 7 diameter boft spacing. This may be increased as , 1, 4. 5. HB is the required minimum distance from the end of stud to the center of the first stiod boft hole. All HD models except HD2, MOS. and HD7 provide an extension to the base to ensure proper installation. The end disitam can be inocreased as necessary. 6. HD9, HD12, and HD20A require a 3W minimum shA thickness. Use a miiiiiimurn stud width of 5W for the HD20k- see 'W" dimension. 7. HD15 requires a 514' minimum stuid thickness. CONCRETE ANCHORAGE: The anchorage specified in the table may.be used to achieve the full load capacity of the holdown. THE DESIGN ENGINEER FOR THE JOB MAY SPECIFY AN ALTERNATE ANCHORAGE SYSTEM PROVIDED THE ANCHOR DIAMETER IS THE SAME. 8. Anchor embedment length is based on a single-f:iiour concrete foundation. Double -pour foundation systems. masonry walls, and masonry footings must be evaluated by the designer. 9. For concrete with a minimum compression strength of 2000 psi the following anchorage applies: The table above indicates the minimum embedment depth for a standard "J" bolt with a 4d return, or for a standard -1.7 boft with a 12d extension. Concrete edge distance or side cow must be 3" when concrete is cast against and permiaroft exposed to earth for all bolt sizes. The minimum side cam for concrete exposed to earth or weather is.1W for W (Iiiam- eter bolts and 2" for all others. 10. For concrete witha minimum compression strength of 30M psi. the following anchora applies: Anchor bolts must 9 A307 hex head. The mirtimum distanice from the center line of bolt to the edie of the concrete is 23/4" for 11/4", 11/e", and I" diameter, and V4'fDraflolhers. 11. Anchor strength in concrete is dependent on comer distarice and anchor renler-to-center spacing, as concrete is susceptible to failure when these are small. To ensure full table load values for these anchor options, anchors must be no closer than twice the embedment depth and no closer to a comer than the erribed- ment depth. See the PA holdown product line for other options. 12. To locate manufacturers of anchors suitable for use with existing concrete contact code authorities. Wc. Certifleate of Compliance: Residential Climate-Zone'll Project Tide Building Permit Project Address 4,5 Checked By/ Date Documentation Author Telephone Enforcanent Agency Use Only B UILDING DATA Glass Area % Glass North . C Number of Stories East Number of Units South S -.Z;RZ, S West __-7 -1 -5 hed (SFD) Addition.Alone Single Family Attached (SFA) Existing Building Skylight Multi -Family (MF) Existing -Plus -Addition Total BUELDING SHELL INSULA71OM' Component Lnsulation LocafforXomments' Type R -Value Laide"to, &Uag4% �2iloaz, etc.) wau .............. wau .............. Roof ............. Roof ............. Floor ............. Floor ............. Slab Edge ..... GLAZING ShadingDevices Glazing Area GlassType Interior Exterior Overhang Framing Type -Orientation (sf) (single, double) (roUer blind. etc.) (shadescreem etc.) (yes/no) (metaltwood) No rT-h �-6 2161 North East f, W East South -Sou Lh West West Skylight ....... THERMAL MASS Type/Covering Area Thickness (slab/exposed, tile, etc.) Of) �inches) Locadon/Dcscription (kitcherk bath. -etc.) A IV f I / HVAU SYSTEMS Minimum Duct Type (furna". air Eff iciency Location Duct output Manufacturer / Model # conditioner, heat pump) (SE,SEER,HSPF) (attic,etc.) 'R -Value (Btuh) (or approved equal) V Maximum Furnace Heating Output: Btuh HOT WATER SYSTEMS Tank' Manufacturer/Model # System Type (storage gas, etc.) Capacity (or appmved equal) cial Fe S). < SPECIAL FEATURES[REMARKS (Add extra sheets if necessary) I Mandatory Measures Checklist: Residential MF -1R NOTE: Lowrise residential builWngs subject to the S=dar& must contain them m— regardless of thecompliance approach used. Items marked with an asterisk (1) may be superseded try mort stringent compliance requirements listed on the Certificate: of Compliance. When this checklist is incorporated into the permit docurneriM the features nou:4 "I be considered by all parties as binding minimum component performance sped fications for the mandatory measures whether they arc shown clsewhem in the documents or on this checklist only. DESCRIPTION DESIGNER ENFORCEMENT Building Envelope Measures §2-5352(a): Minimum ceiling insulation R-19 weighted average. J2.5352(b): Loose rill insulation manufactura's labeled R-Valut. §2-5352(c): Minimum wall insulation in framed walls R-1 I weighted avant (does not apply to exterior mass walls). ' §2-5352(k): Slab edge insulation - water absorption rate no greater than 0.3%. water vapor transmission rate no greater than 2.0 permlinch. §2-5311: Insulation specified or installed meets California Encrgy Commission (CEC) quality standards. Indicate type and form. §2-5352(f): vapor barriers mandatory in Clinutc Zones 14 and 16 only. §2-5317: Infiltration/Exriltration Controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Doors and windows cati fied, c. Doors and windows weathastrippril; all joints and pencwations caulked aind 12-5352(c): Special infiltration barricir installed to comply with 62-5351 mects CEC quality standards. §2-5352(ft InstallationofFutplaces 1. Masonry and factory -built fireplacv; 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 J�-5352(g) and 2-5303: Space conditioning equipment sizing: attach calculations. §2-5352(h) and 2-5315: Setback thermostat on all applicable heating system. §2-5316(a): Ducts constructed. installed and insulated per Chapter 10, 1976 UMC. §2-5316(bY Exhaust systems have damper controls. §2-5314(c): Gas-rutd space heating equipment has intermittent ignition devices. §2-5314: HVAC equipment. water heaters. showerheads and faucets catified by the CEC. §2-5352(i): Water heaw insulation blanket (R. 12 or greater) or combined interior/exterior ins ulation (R-16 or greater): first 5 feet of pipes closest to tank insulaLed(R-3 or greater). §2-5312(Exccpdon 1): Pipe insulation on steam and steam condensate rclurn At recirculating piping. §2-53 1 8(d): Swimming Pool Heating 1. System has: a. On/off switch on heater. b. Weatherproof instruction plate on hcatcr� c. Plumbed to allow for solar. 2. 75 percent thermal cfficiency. 3. Pool cover. 4. Time clock 5. Directional water inlet. Lighting and Appli2nct Measures §2-5352(j): Lighting - 25 lumens/watt or greaLU for general lighting in kitc" and bathrooms. §2-5314(c): Gas fired appliances equipped with intermittent ignition devices. §2-5314(a): Refrigerators. refrigtrator-freczers. Imczers and fluorescent lamp ballasts certified by the CEC. Indicate make and model number. COMIPLLANCESTATENMqT 7his cwfficate of r P, pliance fists the, building feamires and pedonnance specifications needed to comply with Mile 24, Chapter 2-53 and Mile 20, Umptex 2. SubchapW 4. Article I of the California Administrative code. This certificate has been signed by the individual with overalI design respcnsibiUty and the building owner. who shaU retain a copy of it and awlsmit the certificate to any subsequent purdimir of the building. Designer Building Owner an= at= Tideffiurn: Address: Addmss: Tek-phonc: Telephone: Lic. N: (signamr,c) (date) (signatum) (datc) Documentation Author Enrorcement Agency Name: Name: T,dC/FMM Atawr_ Addrm: Tetephorw 1. Ceiling Insulation 2. Wall Insulation Single- Number of stories I R -value One Two Three R-0 -103 -49 -32 R-1 9 -8 -4 -2 R-30 -2 -1 -1 R-38 0 0 0 U -value 8 6 4 0.50 -176 -84 -54 0.30 -102 -49 732 0.10 -26 -13 -8 0.08 -18 -9 -6 0.06 -11 -5 -4 0.04 -4 -2 -1 0.02 4 2 1 0.00 11 5 3 2. Wall Insulation 3. Raised Floor Insulation Insulation In Floor Single- Single- '* tiumbjr�_f��to"es F -value Fami� Family Multi - R -value Detached Attached Family P-0 -68 -51 -34 R-1 1 0 0 0 R-13 2 2 1 R-1 9 8 6 4 U -value _1" -70 46 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 is 12 3. Raised Floor Insulation Insulation In Floor Controlled Ventilation Crawlspace -69 Number of stories '* tiumbjr�_f��to"es F -value One Two Three R-0 -17 -8 -5 R-1 1 -3 -2 -1 R-1 9 0 0 0 R-30 3 1 1 U -value 0 0.70 - 2 2 0.60 . _1" -70 46 0.50 -120 -58 -38 0.40 -95 -46 _W 0.30 -69 -34 -22 0.20 -43 -21 A4 0.10 -17 -8 -5 0.08 -11 -6 4 0.06 -6 -3 -2 0.04 -1 0 0 0.02 4 2 1 0.00 10 5 3 Controlled Ventilation Crawlspace Slab Edge Insulation -69 Number of stories '* tiumbjr�_f��to"es 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 Slab Edge Insulation -69 -64 '* tiumbjr�_f��to"es -42 R -value One Two Three R-0 0 0 0 R-5 8 5 2 R-7 8 6 3 F2 factor .40 less 0.0-0 -4 -3 -1 0.80 -1 -1 0 0.70 - 2 2 1 0.60 6 4 2 0.50 9 6 3 0.40 12 8 4 5. Infiltration (Air Leakage) Specification Points SWWard 0 6. Glass Heat Loss Total -69 -64 na -42 U-vaJue -55 Percent -35 -50 .51 to .41 to .31 to 0.30 or Glass Single Double .60 .50 .40 less 50 -121 -53 -39 -24 -10 4 40 -90 -37 -26 -14 -3 8 35 -75 -29 -19 -9 1 10 30 -61 -21 -13 -4 4 12 29 -58 -20 -12 -3 5 12 28 -55 -18 -10 -2 5 13 27 -52 -17 -9 -2 6 13 26 -49 -15 -8 -1 7 14 25 -46 -14 -7 0 7 14 24 -43 -12 -5 1 8 14 23 -40 -11 -4 2 8 15 22 -37 -9 -3 3 9 15 21 -34 -7 -2 4 10 15 20 -31 -6 0 5 10 16 19 -29 -4 1 6 11 16 18 -26 -3 2 7 12 16 17 -23 -1 3 8 12 17 16 -20 0 4 9 13 17 15 -17 1 6 10 14 17 14 -14 3 7 10 14 18 13 -12 4 8 11 15 18 12 -9 6 9 12 15 19 11 -6 7. 10 13 16 19 10 .3 9 11 14 17 19 9 -1 10 13 15 17 20 8 2 12 14 16 18 20 7..Shading (Shade Open) -69 -64 na -42 Effective Percent Glass -55 na -35 -50 (Percent glass X SC) na Effective -40 -37 na -26 %Glass North East South �.West Skylight 18 5 1 4 1 na 16 4 2 5 1 na 14 4 2 5 1 na 12 3 3 5 2 na 11 3 3 5 2 :na 10 2 3 5 2 1 9 2 3 5 2 2 8 2 3 5 2 2 7 1 3 4 2 2 6 1 3 4 2 3 5 1 2 4 2 3 4 0 2 3 1 3 3 0 1 2 1 3 2 0 0 1 0 3 1 -1 -1 -1 -1 2 0 -1 -2 -4 -2 0 na = not allowed 3.5 2 5 Shading (Shade Closed) EffectivePeic tGlass (Percent glass X SC) EffecOm - %GWu North 18 -14 16 -12 14 -10 12 -8 11 -7 10 -6 9 -5 8 -5 7 -4 6 -3 5 -2 .4 -1 3 0 2 1 1 1 0 2 na - root allowed Ead South West Uyli0t -48 -69 -64 na -42 -59 -55 na -35 -50 -46 na -29 -40 -37 na -26 -36 -33 na -23 -31 -29. -74 -20 -27 -25 -65 -17 -23 -21 . -56 -14 -19 -18 -47 -11 -15 -14 -38 -9 -11 -10 -30 -6 -8 -7 -23 -4 -5 -4 -16 -1 -2 -1 -9 1 1 1 -4 3 4 * 3 0 9. Interior Thermal Mass Inlerior Single- Slab Floor Raised Floor Mass Family Stories Multi mass stories Attached 1CFA One Two Three One Two Three 0.0 -8 -5 -4 .2 -1 -1 0.1 -8 -5 -3 -1 0 0 0.3 -7 -4 -2 0 1 1 0.5 -6 -3 -1 1 1 2 0.7 -5 -2 -1 1 2 2 0.9 -5 -1 0 2 3 - 3 1.1 -4 -1 1 3 4 4 1.3 -3 0 2 3 4 5 1.5 -3 1 2 4 5 5 2.0 -1 2 4 5 6 7 2.5 0 3 5 7 7 8 3.0 1 4 6 8 8 9 3.5 2 5 7 9 9 10 4.0 3 6 8 9 10 10 4.5 3 7 8 10 11 11 5.0 4 7 9 11 12 12 5.5 5 8 9 11 12 12 6.0 5 8 10 12 13 13 6.5 6 9 10 12 13 1 3 7.0 6 9 11 13 13 14 7.5 6 10 11 13 14 14 8.0 7 10 11 13 14 14 8.5 7 10 12 13 14 15 10. Exterior WaU Thermal Mass Exterior Single- Single - Sum of 1-6 wail Family Family Multi mass DetactW Attached Family 0.00 0 0 0 1 0.20 3 2 1 0.40 5 4 3 0.60 8 6 4 0.80 10 8 5 1.00 13 10 7 1.20 .13 12 8 1.40 12 13 9 1.60 10 13 it.. 1.80 10 12 12 zoo 10 11 13 11. Heating System SE or KSPF (assumes ducts In attic) Zonal Control Adjustment System Type Resistance 10 9 7 6 4 3 Other 6 5 4 3 2 2 12. Cooling Syst,!m Sum of 1-6 SEER -25 or -24 to -14 to -4 to +6 to 16 or SE HSPF less -15 -5 +5 - +15 more 0.72 6.60 0 0 0 0 0 0 0,75 6.88 3 3 3 2 2 1 0.80 7.33 8 7 . 6 5 4 3 0.85 7.79 13 11 10 8 7 5 0.90 8.25 17 15 13 11 9 7 0.95 8.71 20 18 15 13 11 8 10.5 7 Efrective SE or HSPF 4 3 (SE or HSPF x duct efficiency) 11.0 Effective -25 or -24 to -14 to -4to +6 io 16 or SE HSPF less -15 -5 +5 +15 more 0.30 2.75 -73 -64 -56 -47 -38 -30 na 3.41 -45 -39 -34 -29 -24 -18 0.40 3.67 -34 -30 -26 -22 -18 -14 0.50 4.58 -10 -9 -8 -7 -5 -4 0.56 5.13 0 0 0 0 0 0 0.60 5.50 5 5 4 3 3 2 0.70 6.42 17 15 13 11 9 7 0.80 7.33 25 22 19 16 13 10 0.90 8.25 32 28 24 20 1 7 13 1.00 9.17 37 32 28 24 19 1 5 Zonal Control Adjustment System Type Resistance 10 9 7 6 4 3 Other 6 5 4 3 2 2 12. Cooling Syst,!m SEER -5 -4 4 -3 (&=met ducts In attic) Two + 3 3 Stm of 7-10 2 2 1 Single -Family -2S or -24 to 04 lo -4 lo +6 to 16 or SEER less -15 f -6 +5 +15 more 8.0 -14 -12 -10 -8 -6 -4 8.5 -9 -7 -6 -5. -4 -3 8.9 -5 -4 -4 -3 -2 -2 9.0 -4 -3 -3 -2 -2 -1 9.5 0 0 0 0 0 0 10.0 4 3 3 2 2 1 10.5 7 6 5 4 3 2 11.0 10 , 9 7 6 4 3 12.0 15 13 11 9 7 5 _J 3.0 20 17 14 12 -9 6 01/. Solar Effedive SEER -1 -1 0 (SEER xduct efficiency) 1.3 HWR -18 Son of 7-10 -9 -7 Effoctive-25or -24to -14to 410 +Slo 16or SEER less -15 -5 +5 +15 more 5.0 -30 -25 -21 -17 -13 -9 6.0 -12 -11 -9 -7 -6 -4 6.6 -5 -4 _4 -3 -2 -2 7.0 0 0 0 0 0 0 8.0 9 8 6 5 4 3 9.0 16 14 12 9 7 5 10.0 ' 22 19 16 13 10 7 11.0 26 23 19 15 12 8 12.0 30 26 22 18 14 9 13.0 33 29 24 20 15 10 Zonal Control Adjustment 10 8 7 6 4 No Cooling System Installed -Stones One -5 -4 4 -3 -2 -2 Two + 3 3 2 2 2 1 Single -Family Detached and Attached I' Unit Size (sQ *12CO Water .-199 1700 2200 2700 Heater Cr edit or ID to to or Type Type less 1699 2199 2699 more SG None 0 0 0 0 0 or Solar 12 8 6 5 4 HP HWR 8 5 4 3 3 WSS 5 3 3 2 2 3D% POU 8 5 4 3 3 SE None -37 -24 -18 -15 -12 01/. Solar -1 -1 -1 0 0 1.3 HWR -18 -12 -9 -7 -6 2.7 WSB -25 -16 -12 -10' -8 4.2 POU -1.0 -.-12 -9 -7- -6 IG None -5 -3 -2 .2 -2 1.6 Solar 7 5 Z5 3 2 3.1 POU 3 2 _'� 1 1 1 IE None -21f _9 -1 �_ -11 -9 0.6 Solar 8 5 4 3 3 2 POU -10 -6 -5 -4 -3 &7 Multi -Family (individual units) 4.8 5 5.2 5.4 I Unit Size (SO 30% Water 0.7 699 700 1200 17oo 22M Heater Credlit or lo, to 10 or Type Type less 1199 IM 2199 more SG None 0 0 0 0 0 or Solar 14 7 5 4 3 HP HWR 9 5 3 2 2 3.8 WSB 9 4 3 2 2 5.3 POU 9 5 3 2 2 SE None -45 -23 -15 -11 -9 Z7 Solar 2 1 1 0 0 4.2 HWR -23 -12 -8 -6 '-5 5.7 WSS -25 -13 -8 -6 -5 1.6 PQ1U -23 -12 8. --.-6 -5 IG None -8 4 -3 -2 1 -'2 4.5 Solar 6 3 2 1 5.8 6 POU I -_O 0 0 1.7 IE None -30 -15 -10 -'-8 -6 3.3 Solar 18 9 6 4 4 L POU -8 -4 -3 -2 .2 Point System Summary: Climate Zone 11 SCORE CARD 1. Ceiling Insulation 2. Wall Insulation 3. Raised Floor Insulation 4. Slab Edge Insulation 5. Infiltration 6. Glass Heat Loss 7. Shading (Shade Open) a. North b. East c. South d. West e. Skylight 8. Shading (Shade Closed) a. North b. East c. South d. West e. Skylight 9. Interior Thermal Mass 10. Exterior Wall Mass 11. Heating System Zonal Control? ( Y N 12. Cooling System Zonal Control? ( Y N 13. Water Heating Measures R,y or R -value [381 U -value [0.0301 or R -value (11) U -value (0.0981 or R value JA91 U -value 10.0371 Point Scores or R -value 101 F2 factor [0.771 Standard 0 P P) I . I/. < 4-4� - -W - Type [double) U -value [0.651 % Total Glass ( 16] Sum 1-6 % Glass SC Eff. % Glass X !7A X (PA X 4, '7 7 .6 x 5. V1 0 X % Glass SC Eff. % G1 ags X X 5,2' X A. 9 6 X 77 TYPE I KASS AREA U;_terior W--iss/CFA COND. FLOOR AREA TYPE 2 MAS EUN-DFLOO; RNA Exterior Wall Mass - 1A X 52Z SE or HSPF Duct EfficfenEy [0.781 Effec [0.72/6.61 HSPF [0.5615-151 Z 11 . X U-7 - - . = Z. & 4,___ SEER (9.51 Duct Efficiency [0.74) Effccti�a SEER 17-031 Type ISGI Credit [none) 0 Point Total., Interior MasslCFA I TYPZ 2 PASS It TYPE I'KASS (UW & 4.2. to: exposed slab) 0% 5% 10% 15% 20% 2S% 3D% 36% 40% 45Y. 50% 56% 60% 606 70% 75% 80% 85% 90% 06% 1001/6 105% 1101/6 il5% 120% 125'1 01/. 0 0.2 0.4 0.6 0.8 1.1 1.3 1.5 11.7 1.9 11 Z3 Z5 2.7 2.9 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.8 5 53 10Y. 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.9 2.1 Z3 Z5 2.7 2.9 3.1 3.3 3.5 17 4 4.2 4.4 4.6 4.8 -5 5.2 5.4 20% 0.3 0.6 0.8 1 1.2 1.4 1.6 1.8 2 2.2 Z4 Z7 Z9 3.3 15 &7 3.9 4.1 4.3 4.5 4.8 5 5.2 5.4 56 30% 03 0.7 0.9 1.1 1.4 1.6 1.8 2 Z2 Z4 Z6 Z8 3 33.1 .2 3.5 3.7 &9 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 58 40Y. 0.7 0.9 1.1 1.3 1.5 1.7 1.9 Z2 2.4 16 2.0 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 ZI Z3 Z5 Z7 3 3.2 3.4 3.5 3.8 4 4.2 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 55% 0.9 1.1 1.4 1.6 1.8 2 2.2 Z4 2.6 Z8 3 12 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 5.8 6 6.2 60% 1 1.2 1.4 1.7 1.9 ZI Z3 ?.5 2.7 Z9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 S 5.2 5.4 5.6 5.9 6.1 63 65% 1.1 U 1.5 1.7 1.9 Z2 2.4 16 2.8 3 3.2 3.4 3.5 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 55 5.7 5.9 6.1 6.4 70% 1.2 1.4 1.6 1.8 2 Z2 Z5 Z7 Z9 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.6 4.8 5 5.2 5.4 5.6 58 6 6.2 64 75% 1.3 1.5 1.7 1.0 2.1 2.3 2,5 Z7 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 ev. 1.4 1.6 1.8 2 2.2 2.4 Z6 2.8 3 3.3 33 3.7 3.9 4.1 4.3 4.5 4.1 4.9 5.1 5.4 56 5.8 6 6.2 64 66 85% 1.4 1.7 1.9 2.1 2.3 Z5 2.7 Z9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 5 5.2 54 5.6 5.9 6.1 63 65 6 7 901y. .. I * 5 1 , 7 2 2 ' 2 2.4 Z6 2.8 3 3.2 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 5.1 53 5.5 5.7 5.9 6.2 6.4 66 68 95% 1.6 1.11 2 2.2 2.5 2.7 2.9 3.1 33 3.5 3.7 3.9 4.1 4.3 4.0 4.8 5 5.2 5.4 5.6 5.8 6 6.2 6.4 6.7 6.9 100Y. 1.7 1.9 2.1 2.3 2.5 Z8 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 5,5 5.7 5.9 6.1 6.3 6.5 6.7 7 105% 1.8 2 2.2 2.4 2.6 2.8 3 13 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.4 5.6 5.8 6 6.2 6.4 6.6 68 7 1 101/6 1.9 2.1 2.3 2.5 Z7 29 3.1 3.3 3.6 3.8 4 4.2 4.4 4.6 4.8 5 5.2 5.4 5.7 5.9 6.1 6.3 6.5 6.7 69 7.1 115% 2 2.2 2.4 2.6 2.8 3 3.2 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.2 6.2 6.4 6.5 6.8 7 7.2 M% 2 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.4 4.6 4.8 5 5.2 SA 5.6 58 6 6.2 6.5 6.7 6.9 7.1 7.3 125% 2.1 2.3 2.5 2.8 3 3.2 3.4 3.6 3.0 4 4.2 4.4 4.6 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 6.7. 7 7.2 7.4 Point System Summary: Climate Zone 11 SCORE CARD 1. Ceiling Insulation 2. Wall Insulation 3. Raised Floor Insulation 4. Slab Edge Insulation 5. Infiltration 6. Glass Heat Loss 7. Shading (Shade Open) a. North b. East c. South d. West e. Skylight 8. Shading (Shade Closed) a. North b. East c. South d. West e. Skylight 9. Interior Thermal Mass 10. Exterior Wall Mass 11. Heating System Zonal Control? ( Y N 12. Cooling System Zonal Control? ( Y N 13. Water Heating Measures R,y or R -value [381 U -value [0.0301 or R -value (11) U -value (0.0981 or R value JA91 U -value 10.0371 Point Scores or R -value 101 F2 factor [0.771 Standard 0 P P) I . I/. < 4-4� - -W - Type [double) U -value [0.651 % Total Glass ( 16] Sum 1-6 % Glass SC Eff. % Glass X !7A X (PA X 4, '7 7 .6 x 5. V1 0 X % Glass SC Eff. % G1 ags X X 5,2' X A. 9 6 X 77 TYPE I KASS AREA U;_terior W--iss/CFA COND. FLOOR AREA TYPE 2 MAS EUN-DFLOO; RNA Exterior Wall Mass - 1A X 52Z SE or HSPF Duct EfficfenEy [0.781 Effec [0.72/6.61 HSPF [0.5615-151 Z 11 . X U-7 - - . = Z. & 4,___ SEER (9.51 Duct Efficiency [0.74) Effccti�a SEER 17-031 Type ISGI Credit [none) 0 Point Total., IMPLACEWNT A RrA 0 OWNE CRAIG JODI 15UDA 2 5 COVEY CT, CHICO, CA 95973 CONTRAC`rOR: NORTH H ILL * A550C. 199 E. 5HA5TA AVE. CHICO, CA 05973 am— a-- - — — — JX — — _.t� (a LEACM Mns ---------- 0 ------------ .500 GAL 'N� 5ttric TANK W (f) CAZE90 Ono N Ew rooL NEW MAIN "FULL.s0r "I'MAJN rowrK TUNCH TKENCH (0 MAIN ELECTRIC FANEL LOCAMN a— (E) CONC. DKIVEWAY (N) FOOL EQ ELECT FANEL 7(N) GAS -LINE TO NEW F FCOL MUM. UTWNT AR (E) L.F.G. TANK 1014 PROPOSED NEW POOL HARDSCAPE 5CALE: P'= 30.00' IIIIIIIIIIIIIIIIIIIIIIIitIIIIIIIIIIitItIIIIIIIIIIIIIiIIitIIIIIIIIIIIII-. I II IIIIIIIIIItItIiIItIIIII14 IIIIIIIIIIIIIIitIIIIIIIIIllIIIIIIIitIIIIIIIIItle Iit Itz II IiiIItItIItIII71 IIIiII7� IIIII'o ItiIII-4F Z' 4, IIIIIIIIIIIIIIIifiIIIIIitIIItIIIIIIIIiIIIIIIIIIIIIIIIIIIr? 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