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HomeMy WebLinkAbout017-260-1664t-XA 9 ubD I77 rc 950438 M �� 06/13/95 R5 950439 M 06/05/95 06/13/95 950440 M 06/05/95 06/13/95 950423 M 06/01/95 06/05/95 R1 950594 M 07/11/95 07/17/95 R5 950595 M 07/11/95 07/17/95 R5 950656 M 07/20/95 08/02/95 R4 950687 M 07/25/95 07/31/95 R5 950754 M 08/09/95 08/12/95 R5 950237 M 04/18/95 04/28/95 R4 950274 M 04/25/95 05/05/95 R4 950424 M 06/01/95 06/05/95 R1 950758 M 08/09/95 08/16/95 R5 951256 M 11/29/95.12/14/95 R4 950073 M 02/17/95 02/28/95 R4 950641 M 07/17/95 07/31/95 R5 950642'M 07/17/95 07/31/95 R5 951084 M 10/23/95 10/24/96 LB 951085 M 10/23/95 10/24/96 B E] E] E] E1 El EF EF 951158 M .11/03/95 11/10/95 R4 EF GENE & BARBARA CAMP -Zbo / /„ 6 99 Alm Bluff Dr, Chico 6)17 *Pbtmit'#4088'--88B,P-,E;in( V SF) ---- 11- Q '410-166 . PERMIT#9511327 BECKETT, Bill &'Barbro 99AlmBluff Dr., Chico. Add SF 807-2167- �017-260-166 MISCELLANEOUS HVAC Change OU't INSTALL NEW HVAC 99 ALM BLUFFS DR BECkETT, WILLIAM C &,BARBRO, L BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION,.' Site Address: 99 ALM BLUFFS DR Owner: Permit No: B07-2167 APN� 017-260-166 BECKETT, WILLIAM C & B AR Issued Date: 10/18/2007 By KCG Permit type: MISCELLANEOUS 99 ALM BLUFF DR Subtype: HVAC Change Out CHICO, CA 95928 Expiration Date: 10/17/2008 Description: INSTALL NEW HVAC (530) 894-2464 Occupancy: Zoning: SR3 0 Contractor Applicant: Square Footage: MC CLELLAND AIR CONDITIONING MC CLELLAND AIR CONDIT Building Garage RemdUAddn 801 MARAUDER STREET 801 MARAUDER STREET CHICO, CA 95973 CHICO, CA 95973 Other Porch/Patio Total (530)891-6202 (530)891-6202 _ FEE INFORMATION ' DBM Heat Pump (Package Unit) $58.00 Total Charged: $58.00 Fees Paid: $58.00 Balance Due: $0.00 Receipt No: B5025 LICENSED CONTRACTOR'S DECLARATION V OWNER/ BUIL-DER DECLARATION - Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License MC CLELLAND AIR CONDITIOI 345121 / C20 / 01/31/2008 A Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed 11 I HEREBY AFF M UNDER P ALTY OF PERJURY that I am licensed under provisions of Chapter 9 (commencing i h Section 70 0) of Diva Business and Professions Code, and my license Pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) is in full for nd eff ct of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects X + 10/18/2007 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: Contractor's Signature Date ❑ 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 WORKERS' COMPENSATION DECLARATION OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: the work himself or herself or through his or her own employees, provided that such improvements ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or of the work for which this permit is issued. improve for the purpose of sale.). Zeormance VE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, ❑I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED as required by CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: tion 3700 of the Labor Code, for the performance of the work for which this permit 's issued. The Contractor's License Law dows not apply to an owner of the property who builds or improves My Workers' Compensation insurance carrier and policy number are; /� thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Carrier: State Fund Policy Number: 272 0000642 Exp. Date: Contractors License Law.). (This section need not be completed if the permit is or one hundred dollars ($100) or less.) ❑ I AM EXEMPT under Section B. & P.C. for this reason: ❑I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not empl ny person in any manner so as to become subject to the Workers' Compens on laws of alifomia, ee that if I should become subject to the workers' X 10/18/2007 compen on provisi ns o Se n 3700 0 the Labor Code, I shall forthwith comply with those Owner's Signature Date provisio X 1 10/18/2007 I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and Slate laws relating to building gn re Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnity, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE njury, incling death, and property damage caused by, arising out of, or in any way connected with HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, the issue of this permit. I hereby acknowledge that issuance of this permit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND use oro pancy of any walk, teat, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. County enter the ab a nti prop rty for inspection purposes. I hereby certify that I am the grope owner a t rize ct on t e property owners behalf. J CONSTRUCTION LENDING AGENCY 10/18/2007 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for ermitt Print Date the performance of the work for which this permit is issued. (3097 civ. code) Owner 1:1 Contractor OR Agent for Own �Agentfor Contractor FILE COPY Lenders Address City State Zip n V AUT TF BUTTE COUNTY 0 o DEPARTMENT OF DEVELOPMENT SERVICES 0 BUILDING PERMIT APPLICATION 0 AND SUBMITTAL REQUIREMENTS _�.-- '• _ 0 24 HOUR INSPECTIONM OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 o = �� - �� 0 OFFICE #: (530) 538-7541 c� U Nt A FEE WILL BE REQ UIRED AT TIME OF APPLICATION "PLEASE PRINT CLEARLY" �QtIT SIGNATURE For office use only: OWNER Name Last Name Address irst Namq Address l rs Or City State Type Const. State Phone S _ Fax -2 (46q I Chico E-mail 95973 Phone �QtIT SIGNATURE For office use only: CONTRACTOR Name C' y Address McClelland Air ond.Inc Address I Yes State 801 Maruader Street City Type Const. State Zip Map Book 17a1e Chico CA 95973 Phone 891-6202 Fax 891-5137 E-mail Lic. # 3 4 5121 I Clast— 2 �QtIT SIGNATURE For office use only: ARCHITECT/ENGINEER Name C' y Address L City I Yes State Zip Phone Type Const. Fax E-mail Map Book 17a1e State License Number �QtIT SIGNATURE For office use only: APPLICANT NAME Name C' y Address L City I Yes State Zip Phone Type Const. Fax E-mail Map Book 17a1e �QtIT SIGNATURE For office use only: AP# V // !!-�� I b - (9—clool Zoning C' y Flood Zone L SRA I Yes I No Occ. LENDING AGENCY Type Const. Subdivision Name Map Book 17a1e Lot # Planner Date Approved: PERMIT NO. BP W7 BIN # LOCATION AP# V // !!-�� I b - (9—clool Property Address C' y Cross Street SK LOAM WORKER'S COMPENSATION Policy Number 00471 Carrier State Fund If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit Issuance. LENDING AGENCY Name Address OVER FOR SUBMITTAL REQUIREMENTS U KAFORMSWILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 Description or Scope of Work: a_ Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy - (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: Receipt M Date: Amount: Bldg SRA Sheriff SMTP. Other Total REV 7-27-04 Return o n.�` AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT FOR RESIDENTIAL DEVELOPMENT Secti.on 26-8. 1. of the Butte County, Code requires Lfi-is acknowledgement be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned .for agricultural purposes, and residents of this property may be subject to incon- veniences or discomfort arising from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, , , , 1 8`8,774 3`91 4 . spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has establ-ished :iy;r,irul .Lural zones which have as a priority use for productive agricultural. purposes, ;.ind reside,i) within said zones, and on adjacent property should be prepared to accept such i nc()iivcn i cnc-(, or disconform from normal, necessary farm operations. All. that real property situate in the County of Butte, State of. Ca.li.f.or.n_i'a, described :I.-; follows: ..,, SEE ATTACHED DESCRIPTI.ON........ 0 Date: PROP TY OWNERS: vu -erne Campf State of. Calif. ) On this the 28thday of December , 19 88 before me, ) SS. the undersigned Notary Public, personally appeared County .of Butte ) Gene F. Camp OFFICIAL SEAL ❑ Personally known to me. ❑x Proved to me on the basis .a TAMMYTUNEY "' of satisfactory evidence. N07ARYPUBUC•CAUFORNU► to be the person whose namesa1 is _ PIACFA COUNTY subscribed to the within instrument and acknowledged Lha L. he My Comrr�ExRin�OetZZ,1991 executed the same for the purposes therein contained. I.N WL'I'N.I?'S WHEREOF, I hereunto set my hand and official. seal. Present A.P. No. //- � /�� i Not ry Purl i c: X 8 4.3 `9 a` i LFCAL u1:SCR I P T ION r PARCEL 1 i Lot 18, as shown on tho mop ant 1 t I od, "DIE DLt1FFS AT SPAN I yif GARDEN11, which Map was filed for record In the office of the Rocordor., County of Outlet State of California, on July 19, 1905 In Book 100 of Maps, Pages 52, 530 540 53 and 56. EXCEPTING THEREFROM a 1 foot no access strip located along the Southerly boundary of the abovo doscr Ibod portal of lend as dedicated to f ho County of Suitt,, and 'as ;hon on above rderenced map. RESERVING THEREFROM, tin easamont'for Ingress and egress over and acroua Spon Ith Gorden Drive and Alm OMuffs Orivo, as Chown on 1ho above, rafaroncod map. Sold -- Easonont Is for tho bonot i t of end appur f ontint to Ilia rmia 1 n I ng lands of t ho grantor and may Ott usod by all parsons who may hereafter becorto ownere of said oppurtonant prolwrty or any p9rts of porticns thoreof. PARCEL I I t An oastxitint for Ingress and ogress ovor and scroas Sponitth Garton Drlvo and Alm Bluffs Or1ve oe stwQwn on tha Hap ont I t l ed, "THE mum AT SPANISH GARDEN", which Map was f I lad for record In the Off ice of tho Rocorder, of the. County of Butte, Stoto of California on July 19, 1985 In Book 100 of Maps, at pages 52, 93, 54, 55 and 56. EXCEPTING THEREFROM all that portion lying within tho boundu of Parcel 1 above. PARCLI, f I I i An CahFmPnt ftir drlvewry pitrpop-ex weltidtnit trp,rrA% rind ry,rriAe tied rend purpoAr% ov.,r ait iiisitallwd driveway uvor tit.- weAterly 45 f(iset of the SnutliarlY 240 I'vet of Lot 17, A% t,hovn eft the Wip riltltlyd.ts LIE It1.111'F'5 AT SP&NI^II GARUS", which Myr was filed for rt-c/lyd in the office or thy± Recorder. Comity of ltut te, Stnto of t'1il Ifornln, au July 19, 114911 Its Rook 100 of Haps. at popes 52.53,54,)5 and 56. END OF DOCUMENT f S T R U C T U R A L C A L C U L A T I O N S F 0 R L TYPICAL RESIDENTIAL FOUNDATIONS GENE CAMP - GENERAL CONTRACTOR• 99 ALM BLUFF -DRIVE CHICO, CA 95928 CALCULATIONS ARE IN COMPLIANCE WITH THE 19.85 EDITION OF THE UBC SIGNED DATE FRANK L. TYUKOS, E 32434 F L T ENGINEERING .5790 CLARK ROAD PARADISE, CA 95969 (916) 872-0254 ` 116 SUBJECT: TYPICAL RESIDENTIAL FOUNDATIONS ' BY: FLT DATE: 4/88 JOB NO.: 8307 PROJECT: GENE CAMP — GENERAL CONTRACTOR 99 ALM BLUFF DRIVE, CHICO, CA 95928 DESI8N_CRITERIN FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA SHEET 1 OF 4 STUD WALL, FLOOR & ROOF ARE SUPPORTED BY CONC. RETAINING—BEARING WALL FOUNDATIONS. CONCRETE WALLS ARE SUPPORTED @ TOP BY CONCRETE SLAB AND @ THE BOTTOM BY CONTINUOUS FOOTING. CODE 1985 UBC SUPERIMPOSED LOADS: MIN. DL = .010 x (3+8) = .11 k/l MAX. LL = .020x 20 + .010 K (20,3) + .050 x 4 + .008 x 20 + .005 x 8 �k/l LOADING'PER ABOVE IS CRITICAL FOR BOTH — BEARING (INCLUDES DL+LL) AND SLIDING RESISTANCE (MIN. DL ONLY), MAX. LL — ROOF (SNOW) + ADD'L LIGHT ROOFDL + FLOOR DL+LL + ADD'L HEAVY ROOF DL + ADD'L WALL DL SURCHARGE OF 2000# WHEEL LOAD @ APPROX. 3' FROM WALL -� 2.0/6^2 = .056 KSF'-- 1' SURCH. CALCIS PROVIDED FOR: 41-0" HIGH WALL MAX. — SHEETS 2 & 3 CONSTRUCTION DETAIL — SHEET 4 MATERIALS: CONCRETE `_ ULTIMATE COMPRESS, STRENGTH — f'c = 2000 PSI @ 28 DAYS, REINFORCING — ASTM A615, GRADE 40, WELDED WIRE MESH — ASTM A185, 6% — W1.4 x W1.4 (10/10), / ALLOWABLE SOIL BEARING PRESSURE PSF, ALLOWABLE LAI`ERAL BRG. PRESSURE — 200 PSF ��~ / c�r e~^=-�� 4/ IT ^__� in PROJECT : GENE CAMP - G. C. JOB NO. : 8307 DATE : 4/1988 . CALCIS BY : FLT SUBJECT: CONCRETE RETAINING - BEARING WALL ----------------------------------------- WALL ________________________________WALL DESIGN: � ------------ ALL-CALCULATIONS ___________ ALLCALCULATIONS 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 (PSI): ' 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):v REACTION @ BOTTOM OF WALL - Rb (KIP): � HEIGHT OF 10' SHEAR - Ho (FEET): MOMENT - Mw (FT -KIP) - AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ______________________________-_________________ 0.033 3.75 #4 @ 73.3 MIN. VERTICAL REINF. - .15% (IN -20, MIN. HORIZONTAL REINF. - .25 % (IN^2): DESIGN REINF. 'X COMBINED STRESSES @ WALL FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (116) 872-0254 SHEET 2f OF LEVEL 30 1 40 2000 0.11 0.97 � 4 '5 6 1.46 0.38 0.16 0.22 2.23 0.18 .. ' . ` 0.108 0.180 � 0.11 < 1.0 � - ` PROJECT : GENE CAMP - G. C. JOB NO. : 8307 DATE v 4/1988 CALC'S BY : FLT FOOTING DESIGN: ----------------- DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERTE (PCF): ' 150 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: 0.35 BEARING PRESSURE REDUCTION (PSF): 0 NET. ALLOW. BEARING PRESSURE (PSF): 1500 FLT ENGINEERING 5790CLARK ROAD PARADISE, CA (916) 872-0254 PRELIM. FOOTING -.WIDTH (INCHES): 12.64 ` - DEPTH.(INCHES): ` 6.00 ' ` DESIGN FOOTING - W 0 =, ��' - DEPTH ---/ ' `^'`~''�~' ~ � TOTAL GRAVITY LOAT_ Pv�(KIP): INCREASE OF ALLOW, SOIL PRESSURE (%): 0.0 ' ACTUAL SOIL PRESSURE - Q (PSF)v 1401 < 1500 SLIDING _r . . RESISTANCE'- F (KIP): 0 33 > 0 22 �� - ` , SLAB REINFORCEMENT: ___________________ RE7NF@ TOP OF WALL (BAR #): 4 MAX. HORIZONTAL SPAN OF WALL (FEET): 7.81 DESIGN HORIZONTAL SPAN (FEET): 4 SLAB THICKNESS (INCHES): 4 SLAB WIDTH REWIRED (FEET): 8.93 DESIGN AREA OF SLAB REINF. (IN^2/LF): 0.029 ALLOW. TENSILE STRESS OF REINF. (KSI): 30 LENGTH OF DOWELS (INCHES): 8.62 • 6Y ...... /547 .,- DATE- / o_ SUBJECT..TY/G �SI�ENT/f L SHEET NO... --. Of.---/...__. CHKO. BY .......... jpATE......... �OU�C/Di4T/Dec/S ....---------------------------------------------------0..---... JAB �o. .............................8307 GENE C�4NlP- GEN CO�T,�,4CTOR Cy/O If CONC, SG.4B — pE.P SHEET / cuee o�riow�r� - /F 11/6HeR THAN 6 �E.rTEND i a VERT. OVAGG A x1violl /NTa. 6'X6-/O�/OWk/•� �¢X�/2~DOIt/KScm¢80.c... OR -5r80.c.. 17-7 OR RENO lY�9LG RE�'NP. I AVrO SCAB — ..3 W//V. 4¢ CONT, Po . 1�o uMWA rio/y '-- O eT.41L N. T S. PROP/DE S/yo�/NG OP Cave. A146 L (JNTi T,yE corVc, ori sc.�,e. /s c�.eF.a. ;al 5790 CLARK RD., PARADISE, CA. 95969 (916) 872-0254 71 SES it/OT'E c 2 `CG EAR CO/'YP,QCTED � , 8,4c,'^1Z4- OR i .. •d, 4 .3 Q � ..3 W//V. 4¢ CONT, Po . 1�o uMWA rio/y '-- O eT.41L N. T S. PROP/DE S/yo�/NG OP Cave. A146 L (JNTi T,yE corVc, ori sc.�,e. /s c�.eF.a. ;al 5790 CLARK RD., PARADISE, CA. 95969 (916) 872-0254 R IDENTIAL �� a - 011-410-166 PERMIT#95-1327 BECKETT, Bill & Barbro 99 Alm Bluff Dr., Chico Add/SF � 1. . 04 -cc r �.. c 6 is ry r7 ,e o QVC �s JOB FINALED (Date) Signature ' •.t J=OK O = Not OK Not = Not Readyab)e ' 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: / /"L"ft. / /"Nat. or/ /" L"ft./ /"LPG 7. Well Clearance & Disconnect _j k 8. Utility Clearance r Date Card 6-1 Date Card B-1, Date Card B-1 Date Card 8 -11 - Date -11 -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 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-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-Listedy"'-..- 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. _ Boxes -Enclosures -Panel boards -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 � f � V OK O=Not OK = Not Applicable Not ReaRESIDENTIAL (Single & Duplex) = dy Date UNDERFLOOR (Plans) OK except ft's Date FRAMING (Continued) 1. Zoning -Setbacks -Easements -Flood -Slope 45. Hangers -Post Caps -Anchors -Connectors 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 46. Cing. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Ring. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/' /Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-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 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit),OK except tr's 16. Water Htr.: Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test.& Anchor -Nail Protection 18. D Test -Fittings & Anchor -Nail Protection Shower Pan; Test. First Floor -Tub Access - - 20. Test Tub & Shower. Second Floor -Tub Access 21. Gas Pipe: Size & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except h's 22. Fixture & Transformer Clearance -Ins. Protection --------------- ------------------------------ ----- -------------- 23. Elec. Receptacles Spacing -Lights & Switches at Doors ------------------------------------------------------------ 24. Size Boxes & No. of Conductors -Stapled ------------------------------------------------ ------------------------------ 25. Romex stalled Close to Edge of Studs & C.J. ----------------------'--------------------------------------- ---------------- -- 26. Eg. uip. Ground made up w!Mech. Fastners-Bond Gas & Water 27. p ce ircuts in Kitchen & Conductor SizerGFl - - 2' S fee Wire Size r r ga. Cu or AI-A.C. Wire Size ! / ga. Cu oAl l2��1 �it Circ / / ga Cu or AI -Oven Circ. / / ga. Cu or Al. 2 /�Irs ted Neutral ❑ Yes------ ------------- ------------------------------------------------ 4 - ------ --- --- ----- - ---- Sery -Riser Conductors & Ground -Main Disconnect - -- -- -- ---- --------------------------- 31 . Clearances Panels-Motors-Mech. Equip. - ---- -- --------------------------- es -------- ------------------------------ - -- - ---- -- es Closet Light -Shower Light -Spa Light ----------- --- --------------------------------------------------- 33. Sm ke Detector -------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 ---------------------------------------------------------------------------------- Date ---------------------------- Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except h's 34. A.C. Ducts Insulation & Support -------------------------------------------------------- 35. Vent Fan: Exhaust above insulation ------------------------------------------------------------ 36. Condensate Drain & Overflow: Size & Grade 37. Furnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet ---------------------------------------------------------- 38. Attic Access & Platform if Furnance in Attic -------------------------------------------------------- --------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 -------------------------- --------- ---------- ------------------ ----- ---------- Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except h's 39. Sils. Proper Material & Anchors - - - ----- ------------------------------------------------------------------ ------------- 40. Walls 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 ---------------- ------------ Headers & Beam -Size & Bearing 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. Ga ge Fire Protection Framing Pr rty Line Firewall & Openings --- -- 52 E.kaQoa,.One 3' -Check Garage -3rd Story, 2 Exits it , Width -Headroom -Rise -Run -Landing -Fire Protection _41ywood on Roof Overhang -Attic Vents -Rafter Outriggers S. Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Walls; Nailing -Bolts 5 . Insulation -Walls -Ceilings ------------ ------------ 60. Infiltration -Walls -Windows Date Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date FINAL (Plans) OK except h's _ 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector -------------------- 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. 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.-Air 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-Mech. Protection - 75.-Plb__Elec_ & Mech. Equip. -Listed for Location 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protection --- ---- 7;. Insulation -Foam -Looked in Attic 1-3Yes 78. Guard Rails & Deck Construction -Post Caps -------------------- ------------------ - 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters--O-Yes ❑ No ----------------- ------------------------- - 81 Stucco: Brown -Finish ---- 82. A.C. Unit: Disconnect. Electrical, Plumbing ----------------------------------- ---------- -- -83. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings - - ---------------------------- ---- 84. Water Well: Disconnect, Electrical, Plumbing - -- 85. Exterior Elec. Trim: G.F.I. Receptacle -Underground ---------------------------------- 86. ---- ------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 ---------------------------------------- Dale -----...------------------------------Date Card -B-1 Date Card B-1 --------------------------------------------- - ----- Date Card B-1 Date Card B-1 ------------------------------ - ----- - -- Date Card B-1 Date Card B-1 Comments at Final: V= OK O = Not OK Not = Not Ready MOBILE MOBILE HOMES Date/Initials MOBILE HOME UTILITIES (Plana) 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 -Teat -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 8. Gas; Location -Teat -Wrap: / /"L"ft. / /"Nat. or/ P'L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date/Initials MOBILE NOME INSTALLATION (Plans) OK except #'a 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Une 3.. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Teat -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fell -Flex Connector 8. 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 PE COVERS CARPORTS GARAGES Plans OK except #'s oning Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks: Grlders 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 8. 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 (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 S. Elec.; Pool Lighting; 15 volts-GFI 8. Elec.;Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes -Enclosures -Pane lboards- Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 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-Blockouts-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.; Fell -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 #'s 16. Water Htr.; Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchor -Neil Protection 18. D.W.V.; Test -Fittings & Anchor-Naii 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 #'s 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 -Mach. 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. Walls 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 Caps -Anchors -Connectors 46. Cing. Joist-Rftr. ties -Pu rlin-root Brec-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 Walls; Nailing -Bolts 59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows Date/Initials FINAL (Plans) 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: Air 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. Mr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor -Meth. Protection 75. Plb., 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; Plbg.-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 Flnal: COUNTY OF BUTTE - DEPARTMEN-f OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541ERMIT NO. q APPLICATION AND PERMIT - 5- `a% ASSESSOR PARCEL NUMBER 011-410-166 ZONING SR3 BUILDING PERMIT OWNER BILL & BARBRO BECKETT TELEPHONE 894-2464 SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS ALM BLUFF DR.RZ CHICO 1121 R 26,904 306 0PEN 2,142 CONTRACTOR'S NAME _ UNKNOWN " TELEPHONE CONTRACTORS MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNm6WN Total Valuation Is 3 -546 LENDER'S MAILING ADDRESS Filing Fee $ 20,00 Permit Fee $ 291.00 ARCHITECT OR ENGINEER LENN 00OLDMAN LICENSE NO. Plan Checking Fee $ 189-15 Energy Plan Checking Fee $ .2 •00 ARCHITECT OR ENGINEERS MAILING ADDRESS 343 W 4TH ST ` CHICO Penalty $ BUILDING ADDRESS 98 99 ALM BLUFF DR CHICO PERMITFEE $ 23.15 PLUMBINGPERMIT Fling Fee 20.00 Each Trap 7.00 28.00 LAT NO. SSPANISHMEBLUFF PARCEL MAP Solar Or heat pump water heater 23.00 USE OF STRUCTURE SF X Duplex ❑ Mobilehome ❑ Other SPECIFY Water piping 15.00 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 §P Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Mobile Home IS I G I W 920.00 PERMITFEE $ 63.00 Contractor ELECTRICAL PERMIT Filinq Fee 20.00 Main Service 000 OR LESS 200A OR LESS ) 23.00 Main Service ( 200A TO I000A ) 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 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. X1, 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. SO. OR AODNS. 112 k 8 ACC. BLDS. ) X 3.50 FT. 39.25 NEW CONST. MULTI.OUTLET NON-RESIO. ( BRANCH CIRCUITS ) 97.50 ( POWER APPARATUS ) 8 SINGLE OUTLET CIR. Ex. Occup. (OUTLET OR FIXTURES) BAL 2 9 1.00 SO 50 Ex. Occup. ( OUTLEEOTS (RESID.OEA ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ 59.25 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 $ 24.50 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 forthwith comply with those provisions. _�A_of X Date r) / Signature of Applicant - ,C 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 00 o c� coNsy TvgE TOTAL FEE $ 715.90 HA2. 1 D. FEES IMP FLOOD .� CDF PARCEL ------ PD HD ISSU This permit is hereby issued under the applicable provisions the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. B '/� Date i 9A Y PERMIT EXPIR SON I (Dat t Receipt No. _/160061 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT L ,_. :.srra, r- r"n'+7a'k+ #meq. i(''•'W?E?�5? J+BY+• . '?gd0"''z`?�?�Sn`^F!'n'"'"n r BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Foam. PefrBuilding) School District Building Department No. (, I1 A.P. Number ,. 1,66 Jurisdiction City County i Property Owner e hrt Property Location/Address L„ i_'!�J O f.li ter Subdivison . ��y�s /S'6 Lot No. �© q I2) Residential Development - � � Sq. Footage No. of Living h MHI Ad ition (Group R) Units Commercial/Industrial. 0 Sq. Footage New Addition (Including Exterior Roofed Areas) Buildi epartment Representative f Date 'rt (Pib r Plans reviewed'I? School District Personnel) y . ... T.. o District Identification No: • I (' o -In .i School District certifies that (Applicant) 8qq ,?4 (,oL (Street Address) (Phone Number) z; C'-CN.� _Q� 95 lea (City) s4 (State) (Zip Code) has complied with the requirements of Resolution No. by payment of $ representing School District Representative square feet. ❑ Check here if fee received represents "Full Mitigation". R5, r Date Paid by Check # /QRemarks; ..� -Bank Number Paid by Cash V. 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) reerormmk, (a/sa) y.. . ;� : •r'.r-�yj �.:.,.,"i'"h_+t'fq'��'�".;�s',�°�.'p�'iTf"'""�'r:,"=�;:wTG'd�•�.'^^'tY'k�'!��i�'�'�'v'�v,�'' `�Ct}'.ii.�;yr�.r; .rt �`�.�i.f;,,'.�,:. �.t; .. r COUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION " - x 7 COUNTY CENTER DRIVE - OROVILLE, QALIFOf WA95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER .6, I/ 't ,94 Rot o O eeiee'r- A. P. No. /— Z/1 7/106 Proposed Building Use /% 2,e/t Building Inspector 6-44L Date c 71W 4 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 . ............. Hazardous Material Form . ............................................ I 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. ........... Feesof $ . ................ .... ................... Impact fees as shown on attached schedule. �....... . California Department of Forestry plan approval/ ee 9�EGuD G-ZZ'4S Flood elevation letter (100 year flood) by Californi gineer. . ................. . 4 Sanitation and plot plan approval Gil« Health Department .. ........... . 5. City of Chico'plumbing permit. ........................................ . 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: . ......... 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). .. ... Fre-Inspection n:q.uest 20. Pre -inspection for required. .. to Building inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner . .......... . 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ....................................... . 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ..............tiw 31. Existing violations/expired permits . ...................................... 32. Plan check list . ...................................................... 33. 34. When ybu issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone 49941 -MMI and hold for pickup at C,916c> office. Deliver with inspector. Other Parcel Creation Acreage / 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 submitted i r ermit i : (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 r i Q8oe- S Date-cYv-qs Plans approved by Date Sets of plans on hold in _ File cabinet AP folder Copy - Department of Public Works At time of -permit application, I was advised the above fees are required to be paid prior to issuance of the permit. APPLICANT el DATE COUNTY OF BUTTE - DEPARTMENT OF DEVELOPIMNT SERVICES - BUILDING D=ION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 - TELEPHONE (916) 538-7541 OWNER /.) c_. A.P. .4 PROPOSED BUILDING USc/�` `=•-� �ti r G�� .i.�� �'-✓ DATE / REC. # DATE REC I . SCHOOL DISTRICT FEES (paid at District Office) ......................... 2. SHERIFF FEES (paid at Building Department) Residential...... x =$ unit amt., Commercial (sqft) x =$ sq.ft. amt. 3: URBAN AREA FEES (paid at Building Department) Residential (per unit) x =5 ' units amt. Commercial (per sq.ft) x _ - sq.ft. amt. 4. RECREATION DISTRICT FEES (paid at District Office) ................. ...... 5. DRAINAGE DISTRICT FEES (Contac Land Development Division) .............. 6. SRA FIRE INSPECTION AND PLAN CHECK = S89.00 ...... Vic, X61 (paid at Building Department) % 7. OTR 8. O'IEIER At time of -permit application, I was advised the above fees are required to be paid prior to issuance of the permit. APPLICANT el DATE TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location Plan Approved for: Sewage Disposal Water Supply: Public Clearance for bedroom. mobile home. Other Hold final for: Final clearance 0. K. for: NOTE: fD�- ital Health Specialist MIN E.H. USE ONLY Plot Plsu Athclwl Floor Phn AU=W Scotto B.D. / 1l -O-)& APx Private Well -Date COUNTY OF BUTTE ,L~ BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Roan; Chic'o;°CA - (916) 891-2751 7 County Center Drive, Oroville, CA- (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE & e'&6'2r q6 '13 Z7 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, please) contact this office �immediately. ! in z. UJi� (' 7'� vim. Ab � I REV 10/92 E.H. USE ONLY Plot Plan ANachad �3 v • .f5 Floor Plan Attached Soni to B.D. / TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance sz Owner Location AP# Plan Approved for: Sewage Disposal - Water Supply: Public Private Well Clearance for bedroom mobile home. Other rL�rYJ ��•/ �(, Hold final for: Final clearance O.K. for: NOTE: Env onmental Health Specialist Date 4 Q�47 Q+;7 TF Inter-Depart ; ` o emorandum • 0(�Nty• To: FROM:, SU6JEC � c�� � � 1 JAi DATE: 4&- k y CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... The Beckett Addition Date........ 07/05/95 Project Address........ 99 Ames Drive Chico Documentation Author... Marty Runnells Buil d i n g ]:permit Company ................ Energy Calculation Svcs. Telephone .............. (916) 894-8466 / 246-9522 Plan Check Date Compliance Method...... MICROPAS4 by Enercomp, Inc. Field Check/ Date rlimate ZnnP___________ 11 MICROPAS4 v4.02 File-95144ADD Wth-CTZllS92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Svcs. Run -1200 SF Addition GENERAL INFORMATION Conditioned Floor Area..... 1200 sf Building Type .............. Single Family Detached Construction Type ......... Addition Alone Building Front Orientation.' Front Facing 180 deg (S) Number of Dwelling Units... 1 Number of Stories........... 1 Floor Construction Type.... Slab On Grade (Package D) BUILDING SHELL INSULATION Component Insulation Assembly Type R -value U -Value Location/Comments Wall R-19 0.065 LEFT, BACK, TO GARAGE Door R-0 0.330 TO GARAGE SlabEdge R-0 0.720 TO EXTERIOR SlabEdge R-0 0.550 - TO GARAGE SlabEdge R-0 0.500 TO GARAGE FENESTRATION_ # of Interior Over - Area U- Pan- Shading/ Exterior hang/ Framing Orientation (sf) Value es Description Shading Fins Type Window Left (W) 106.8 0.770 2 Drapes.Std None Yes Metal Window Back (N) 48.0 0.940 2 Drapes.Std None Yes Metal THERMAL MASS Area Thickness Type Exposed (sf) (in) Location/Comments SlabOnGrade Yes 76 4.0 BATH/MECH SlabOnGrade No 1124 4.0 TYPICAL BelowGrade No 320 8.0 RETAINING WALL ,,1f, Co)y CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... The Beckett Addition Date........ 07/05/95 MICROPAS4 v4.02 File-95144ADD Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Svcs. Run -1200 SF Addition Equipment Type Gas ACSplit HVAC SYSTEMS Minimum Duct Duct Thermostat Efficiency Location R -value Type 0.780 AFUE Crawlspace R-4.2 Setback 10.00 SEER Crawlspace R-4.2 Setback WATER HEATING SYSTEMS Number Tank in Energy Size Tank Type Heater Type Distribution Type System Factor (gal) Water Heater -to meet minimum CEC Standards SPECIAL FEATURES/REMARKS The retaining wall, modelled as thermal mass, is assumed to have an average R-2 covering. The North facing 6o4o windows are shown as having a U -value equivelant to that of a dual pane window installed in 1989. Ductwork is shown to have the same value as duct installed in a crawlspace. This is a worst case scenario. It cannot be modelled as duct in conditioned space due to the location of the return air; however, it is not attic duct because the majority is not installed in the attic. External Insulation R -value CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... The Beckett Addition Date........ 07/05/95 MICROPAS4 v4.02 File-95144ADD Wth-CTZ11S92 Program -FORM CF -7R User#-MP1333 User -Energy Calculation Svcs. Run -1200 SF Addition COMPLIANCE STATEMENT. This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to. implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/ Remarks section. DESIGNER o OWNER DOCUMENTATION AUTHOR Name .... De29 Bann dQ v41,vO &!C4k% ame .... Marty Runne l l s Company. Design and Planning Company. Energy Calculation Svcs. Address. 343 W. 4th Street Address. 1907 Mangrove Ave. Ste D Chico, CA 95928 Chico, California 95926 Phone... 916/345-1461 Phone... (916) 894-8466 / 246-9522 License. Signed. .Ab gned.. YMF,e�r"4 ate ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. ate MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title.......... The Beckett Addition Date........ 07/05/95 P t Add 99 A rojec ress........ mes Drive Chico Documentation Author... Marty Runnells Company ................ Energy Calculation Svcs. Telephone .............. (916) 894-8466 / 246-9522 Compliance Method...... MICROPAS4 by Enercomp, Inc. Climate Zone........... 11 Field Check/ Date MICROPAS4 v4.02 File-95144ADD Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Svcs. Run -1200 SF Addition Lowrise residential buildings subject to the Standards must contain thesel:;' measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into 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. BUILDING ENVELOPE MEASURES Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation.. 150(b): Loose fill insulation manufacturers labeled R -Value. �`�`'� *150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). ✓ *150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. N/e 150(i): Slab edge insulation - water -absorption rate no greater �— than 0.30-., water vapor transmission rate no greater than 2.0 perm/inch. N A 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. ✓ 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. ✓ 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. NLA 150(f): Special infiltration barrier installed to comply with Sec. 151 meets CEC quality standards. N� 150(e): Installation of Fireplaces, Decorative Gas Appliances and gas logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project Title.......... The Beckett Addition Date........ 07/05/95 MICROPAS4 v4.02 File-95144ADD Wth-CTZ11S92 Program -FORM MF -3.R User#-MP1333 User -Energy Calculation Svcs. Run -1200 SF Addition SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. V 150(1): Setback thermostat on all applicable heating systems.g/ 150(j): Pipe and Tank insulation 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater). 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 55 degrees insulated. 5. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC sections 1002 and 1004; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch; weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System installed with: a. At least 36 inches pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spa. 3. Pool system has directional inlets and a circulation pump time switch. N/A 115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no continuously burning pilot light (Exception: Non -electrical cooking appliance with pilot < 150 Btu/hr.). N q LIGHTING MEASURES Design- Enforce- er ment 150(k): 40 lumens/watt or greater for general lighting in kitchens and rooms with water closets; and recessed ceiling fixtures IC (insulation cover) approved. ✓ COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... The Beckett Addition Date........ 07/05/95 Pro'ect Address 99 Ames D ........ rive Chico Documentation Author... Marty Runnells Company ................ Energy Calculation Svcs. Telephone .............. (916) 894-8466 / 246-9522 Compliance Method...... MICROPAS4 by Enercomp, Inc. Climate Zone........... 11 Field Check/ Date MICROPAS4 v4.02 File-95144ADD Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Svcs. Run -1200 SF Addition MICROPAS4 ENERGY USE SUMMARY Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating.......... 11.63 13.15 -1.52 Space Cooling.......... 9.07 7.00 2.07 Water Heating.......... 16.52 16.52 0.00 Total 37.22 36.67 0.55 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Footprint Area ............. Ground Floor Area.......... Slab -On -Grade Area......... Glazing Percentage......... Average Ceiling Height..... 1200 sf Single Family Detached Addition Alone Front Facing 180 deg (S) 1 1 ReducedYear Slab On Grade 1 Special 9600 cf 1200 sf 1200 sf 1200 sf 12.9 % of FA 8 ft BUILDING ZONE INFORMATION (Package D) Floor # of Vent Special Area Volume Dwell Cond- - Thermostat Height Vent Area Zone Type (sf) (cf) Units itioned Type (ft) (sf) ADDITION Residence 1200 9600 1.00 Yes Setback 8.0 n/a COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... The Beckett Addition Date........ 07/05/95 MICROPAS4 v4.02 File-95144ADD Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Svcs. Run -1200 SF Addition OPAQUE SURFACES U- Insul Act Solar Form 3 Location/ value R-val Azm Tilt Gains Reference Comments 0.065 Area Surface (sf) ADDITION - New 1 Wall 133 2 Wall 272 3 Wall 222 4 Door 18 OPAQUE SURFACES U- Insul Act Solar Form 3 Location/ value R-val Azm Tilt Gains Reference Comments 0.065 R-19 270 90 Yes None 0.065 R-19 0 90 Yes None 0.065 R-19 90 90 No None 0.330 R-0 90 90 No None es Type PERIMETER LOSSES Azm Length Surface (ft) ADDITION - New 5 SlabEdge 110 6 SlabEdge 2 7 SlabEdge 28 LEFT BACK TO GARAGE TO GARAGE F2 Insul Solar Factor R-val Gains Location/Comments 0.720 R-0 No TO EXTERIOR 0.550 R-0 No TO GARAGE 0.500 R-0 No TO GARAGE FENESTRATION SURFACES ADDITION - New 1 Window # of 6.67 Vent 6 2 Window SC SC Interior 6 Area Pan- Frame Open U- Act 4 Glass Int Shading/ Surface (sf) es Type Type value Azm Tlt Only Shade Description ADDITION - New 1 Window 53.4 2 Metal Slider 0.770 270 90 0.88 0.78 Drapes.Std 2 Window 53.4 2 Metal Slider 0.770 270 90 0.88 0.78 Drapes.Std 3 Window 24.0 2 Metal Slider 0.940 0 90 0.88 0.78 Drapes.Std 4 Window 24.0 2 Metal Slider 0.940 0 90 0.88 0.78 Drapes.Std OVERHANGS AND SIDE FINS Window- Overhang Left Fin Right Fin - Area Left Rght Surface (sf) Hght Wdth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght ADDITION - New 1 Window 53.4 6.67 n/a 6 2 Window 53.4 6.67 n/a 6 3 Window 24.0 3 n/a 12 4 Window 24.0 3 n/a 12 Mass Type 1.5 n/a n/a 1.5 n/a n/a 1.5 n/a n/a 1.5 n/a n/a THERMAL MASS n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a Area Thick Heat Conduct- Surface (sf) (in) Cap ivity R -value Location/Comments ADDITION - New 1 SlabOnGrade 76 4.0 28.0 0.98 R-0.0 BATH/MECH 2 SlabOnGrade 1124 4.0 28.0 0.98 R-2.0 TYPICAL 3 BelowGrade 320 8.0 21.0 0.59 R-2 RETAINING WALL COMPUTER METHOD4SUMMARY Page.3 C -2R Project Title.......... The Beckett Addition Date........ 07/05/95 MICROPAS4 v4.02 File-95144ADD Wth-CTZ11S92 Program -FORM C-21\1. User#-MP1333 User -Energy Calculation Svcs. Run -1200 SF Addition v System Type ADDITION Gas ACSplit Tank Tyne HVAC SYSTEMS Minimum Duct Duct Duct Efficiency Location R -value Efficiency 0.780 AFUE Crawlspace R-4.2 0.830 10.00 SEER Crawlspace R-4.2 0.860 WATERHEATING SYSTEMS Number Tank in Energy Size Heater Type Distributibn Type System Factor (gal) Water Heater to meet minimum CEC Standards SPECIAL FEATURES/REMARKS The retaining wall, modelled as thermal mass, is assumed to have an average R-2 covering. The North facing 6o4o windows are shown as having a U -value equivelant to that of a dual pane window installed in 1989. Ductwork is shown to have the same value as duct installed in a crawlspace. This is a worst case scenario. It cannot be modelled as duct in conditioned space due to the location of the return air; however, it is not attic duct because the majority is not installed in the attic. External Insulation R -value HVAC SIZING Page 1 HVAC Project Title.......... The Beckett Addition Date........ 07/05/95 P t Add 99 A D J_ ro�ec ess........ mes rive Chico Documentation Author... Marty Runnells Company ................ Energy Calculation Svcs. Telephone .............. (916) 894-8466 / 246-9522 Compliance Method...... MICROPAS4 by Enercomp, Inc. Climate Zone........... 11 MICROPAS4 v4.02 File-95144ADD Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Svcs. Run -1200 SF Addition GENERAL INFORMATION Floor Area ................. 1200 sf Volume ..................... 9600 cf Front Orientation.......... Front Facing 180 deg (S) Sizing Location............ CHICO EXP STA Latitude ................... 39.7 degrees Winter Outside Design...... 27 F Winter Inside Design....... 70 F Summer Outside Design...... 102 F Summer Inside Design....... 78 F Summer Range ............... 37 F Interior Shading Used...... Yes Exterior Shading Used...... Yes Overhang Shading Used...... Yes Latent Load Fraction....... 0.20 HEATING AND COOLING LOAD SUMMARY Description Opaque Conduction and Solar...... Glazing Conduction ............... Glazing Solar .................... Infiltration ..................... Internal Gain .................... Ducts............................ Sensible Load .................... Latent Load ..........:........... Minimum Total Load Heating Cooling (Btuh) (Btuh) Building Permit Plan Check Date Field Check/ Date MICROPAS4 v4.02 File-95144ADD Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Svcs. Run -1200 SF Addition GENERAL INFORMATION Floor Area ................. 1200 sf Volume ..................... 9600 cf Front Orientation.......... Front Facing 180 deg (S) Sizing Location............ CHICO EXP STA Latitude ................... 39.7 degrees Winter Outside Design...... 27 F Winter Inside Design....... 70 F Summer Outside Design...... 102 F Summer Inside Design....... 78 F Summer Range ............... 37 F Interior Shading Used...... Yes Exterior Shading Used...... Yes Overhang Shading Used...... Yes Latent Load Fraction....... 0.20 HEATING AND COOLING LOAD SUMMARY Description Opaque Conduction and Solar...... Glazing Conduction ............... Glazing Solar .................... Infiltration ..................... Internal Gain .................... Ducts............................ Sensible Load .................... Latent Load ..........:........... Minimum Total Load Heating Cooling (Btuh) (Btuh) 6063 880 5476 3057 n/a 3592 6071 1995 n/a 2100 1761 581 19371 12205 n/a 2441 19371 14645 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 selecting the HVAC equipment. r:1 i� //- tl(/ -/64 AP# CDF FIRE SAFE REQUIREMENTS qis -l3z7 �_ r V7 4 (_L PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. 00 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards [ ] 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other app-,rte-iant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [ ] 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. [ ] 2. The length of ver':i^tel curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [ ] 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [ ] 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. [ ] 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of:2--, AP # PERMIT # NAME [ ] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but ' less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [ ] 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates [ ] 1. Gate entrances shall be at least two feet wider than the roadway it serves. [ ] 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [ ] 3. Where a one-way road with a single traffic lane, provides entrance, a 50. foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. 06 1. All parcels 1 acre and larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from 411 property lines and/or the center of the road. 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. [�] 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and -fuel modification shall be completed prior to completion of road construction ;,r fi_ral inspection of a building permit. Page 2 of 3 4,04 ��, 41/-116 AP # 9s l 3 2_7 /&Gc�A7r' bat L PERMIT # 14AME Other Requirements [ ] If Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves [ ] If. Buildincq Setback is Less Than 15 Feet Choose any 3 of the following: - Metal or no doors on side toward property line with insuffi- cient'setback - Class A or B roof with enclosed -eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed 10% of wall area toward property. line with insufficient setback - Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials Date -Signature Page 3 of 3 CDF FIRE SAFE REQUIREMENTS 10 410 to C/s -0 z 7 y�c� T AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County. Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by.Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. 00 1272'.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and'to assure continued avail- ability, access and utilization of the defensible space provided for in these standards., annual maintenance must be provide for by the land owner. Driveway Standards [ J 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other app-,rte:iant-structureswhich supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. [ ] 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [ ] 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. [ ] 2. The length of ver`:i^tel curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall -be not less than 100 feet. [ ] 1273.05 Turnarounds. If required, will .-have a minimum turning radius of 40 feet from the center of the road. [A 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. [ ] 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length.. Page 1 of: 2.-. AP # PERMIT # NAME [ ] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be,provided no more than 400 feet apart. [ ] 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates [ ] 1. Gate entrances shall be at least two feet wider than the roadway it serves. [ ) 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [ ] 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. 1.. All parcels l acre and larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from ul7 property lines and/or the center of the road. [ ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. [�] 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local -jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction :,r fi_ial inspection of a building permit. Page -2 of 3 AP # PERMIT # NAME Other Requirements [ ] If Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves [ ] If Building Setback is Less Than 15 Feet Choose any 3 of the following: - Metal or no doors on side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed _0%- of wall area toward property line with insufficient setback - Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials s Date Signature Page 3 of 3 e / ' 4088-88B,P,E,M �U&o ;r Ice) f� ms's PERMIT NO. PERMIT EXPIRES /J U2/ ✓ ��" ��,�,� OWNER GENE & BARBARA CAMP 'CONTR. OWNER ASSESSOR PARCEL 11-41-.166 wsle� LOCATION 99 Alm Bluff Dr., Chico co P/1 CD 01tier P-144 ao 'u f ,7jcr(1 Temp. Power Pole Called PG&E Gm Elec. Service Tz(!!P3as Service "� u jj ' o�✓L Called PG&E JOB FINALED (Date) Signature O -y O. s = OK 0 = Not OK - = Not Applicable = Not Ready' - MOBILE HOMES ` MISCELLANEOUS d Date 'MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special. MH Support -Sketch N 3. Sewer; Location=Test- Fall -C/O-Concrete 4. Water; Locatiori=Test-Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 6. Gas; Location -Test -Wrap: / P1 ft. / /"Nat. or/ P'L"ft./ /"LPG 7. Utility Clearance Card -131 Date Card -81 Date Card -131 Date Card -131 Date Date MOBILEHOME 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 Date r* DECKS, COVERS,CARPORTS,GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements �. �. 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists-Decking-Bracing=Stairs-Rails j 4. Wood 'Awn:;.: Posts- Beam s-Rftrs.-Connec.- C Shthg.-Rfg.-Bracing I 5.- Alum. Awn.; Columns-Connections-Splice-Decal!�Enclosures 6. Carports; Windows -Doors 7. Elec. 8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 'Card -131 Date Card -131 Date Card -:B1 Date Card -131 Date Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 6. Water; MH Test -Regulator -Connector 2. Soils; Compaction -Structure Stability 7. Water and Sewer Connected -C/O to Grade -HD Approval 3. Pool Structure; Steel -Connections -Thickness - 8. Gas and Electricity Tagged Dead Men -Lining 9. Exits; Insp.-Sketch 4. Elec.; Receptacles and Lighting, Distances-GFI-" 10. Cert. of Occupancy 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater Card -131 Date Card -131 Date 8. Elec.;Ground ing; Equip. w/5' -circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panel boards- Ins. to Main in Conduit Card -B1 Date Card -B1 Date 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Card -B1 Date Card -B1 Date Card -131 Date Card -61 Date = OK 0 = Not OK �. - = Not Applicable = Not Ready RESIDENTIAL„(Single and Duplex)' Date UND OOR (PI s) OK except #'sem /l Date AM N'G (Continued) oog-Set s; -Ease ts- - e gers-Post Caps -Anchors -Connectors tg., Main;a Ele rnd.-/ /” Ftg. DepthI -RitF. Ties -P i o rqhiWeRp tg., Garage; Se+Fs I -/l /" Ftg, Depth pl ce Ties or Type A Flue -Fireplace Throat Clearance t , Porches &•Decks; Soil -/ /"Ft 4 is Access; Size & Romex Protection -Draft Stop -Ins. Baffles /�3 temwalls, Main; -Bloc - 4 . BOK. Windows or Exiting Doors -Sill Hgt. & Dimensions toalls, Garage outs- ra 5 Garage Fire Protection Framing . ab; Steel -Wrap perty Line Firewall & Openings /17� irepl a Ftg.- e i2.Ext. Doors -One T -Check Garage -3rd story, 2 exits 970.W.V.; Fall -Fittings -Test -2 way C/O -Sewer Test G 53S airs; Width -Headroom is Run -Landing -Fire Protection 10)(f3as Pipe; Size -Anchors M. P wood on Roof Overhang -Attic Vents -Rafter Outriggers 112Uater Pipe; Test -Anchors -Regulator -Service Test . Siding -Nailing Veneer 12?(Electric; Underground o Mesh -Drip Screed -Fd. Vents-Underflr. Access 13�Plenums & Ducts; Clearance-Material-Supprt-Ins. laz' Area -Glass Protection -Skylights -Plastic 14 irders-Sills-Anchor Bolts -Joists -Vents -Cripples ear Wa4K,-Na' -B s 154nsulationIns lation-Walls-Clg. f• O -t// e. Z�,rA JV a filtration-Walls-Wndws Card -131 Da -f�and-B1, Date fi Card -B1 Date rd-S"ate Card-B1Date B-Card-BJC! Car Date Card -61 Date Date JOUMBING (Permit) OK exce t #'s Water Ht. Vent -Access ombustion)Air-Baffle Date FIN (Plans) OK except #'s 1Q-49'ater Pipe; Test & Anchors -Nail Protection. xy8teps-Door & Sidelight Protection -Landings W.V.; Test-Fttngs & Anchors -Nail Protection ke Detector > h Shower Pan; Test, First Floor -Tub Access urnace; Vents -Clearance -Comb. Air -Connector - I I ion Tub & Shower, 2nd Floor -Tub Access Gas Pipe; Size & Anchors oom Exiting bK I. Bath Fixtures & Tubess.-spw- I Trim & Subp • B ker Sizes- a Is Card -B1 Dat - '��� Card -61 Date fd s Card -131 Date Card -131 Date . eg-FiEgglace a"%t"e; earaaces H 69 e . Outlets at Wood Panel nt & Ert/ 7 i . Fi t, & Appliance; Grnd. -Air Gap -Cooking Clearance Date EL TRICAL (Permit) OK except #'s Transformer Clearance -1 7 e utlets & Receptacles at Kit. Counter Elec. Receptacles Spacing -Lights & Switches at Doors 7 arage Fire Door; Swing -Landing -CI xes & No. of Conductors -Stapled omex Installed Close to Edge of Studs & C.J. Wtr. Htr.; Vgps I a ce- Co ector Fleef n E ip. Ground made up ech. Fasteners- on g 2 Appliance Circuts in Kitchen &Conductor Size/G.F.I. Ib., lec. & Mech. Equip. Listed for Location 2Mubfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / /ga.'ec. Cu or Al Receptacles in Garage; (G.F.I.)-Romex Protec. in Attic 11 Yes ange Circ. 161 ga.©or AI -Oven Circ. / '% ga. or Ai.-t�ylation-Feem-Looked Insulated Neutral Yes No 7 uard Rails & Deck Construction -Post Caps rvice-Riser Conductors & Gr6ufdfMain Disconnect n. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor_, ❑ Yes 31[Equip. Clearances Panels-Motors-Mech. Equip. Planters ❑ Yes owing in Drive es ❑ No; Walks s ❑ No; Yes a� 3MIothes Closet Light -Shower Light -Spa Light 33 Smoke Detector h: St n• Rrn r, F' h . Card -81 Dated Card -B1 Date 82. A.C. Unit; Disconnect, Electrical, Plumbing Card -131 Da Card -B1 Date en4s�C6oQe-EieofrPlf7-A-pTpliaaFirepf'�Clee-to Opening - Date ME ANICAL (Permit) OK except #'s 84. Water Well; isc nne , A.C. Ducts Insulation & Support ; G. .. Recede-U+3dergronnrt e • Fan; Exhaust above insulation ntilation throughout House 36 ndensate Drain & Overflow; Size & Grade 8X--M-ass Protection Furnace-Veat�-Access-Co ir- eturn Air Ven 115 outlet ctions Platform if Furnace in Attic Ga st-Meters afar & Sewer Connected -C/O 4e-fr'ad val nergy Compfierti a Certificate-Oth ertificates Card-B1,,gj2 Card -B Dater-J,� yCard-B1 Date. Date Card -B1 Date 9-2. Reefing GeF44GWa Od Card -81 Dat 1-Z" and -B1 Date Card -131 Date =t"jf (5 Card -131 Date Date FR fNG (Plans) OK except #'s ills, Proper Material & Anchors 4VXails Studs -Nailing, Spacing & Bracing -Plates -Sound Card -B1 Date Card -B1 Date Comments at Final: 4 • aring Walls over Girders & Floor Nailing ft Stop in Walls (rat proof) re Stops; Furred Ceilings -Stairs -Chases -Tub Header & Beam -Size & Bearing (NOTE: An entry must be made each time you visit job site) �g COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS . ' .. . _ 196 Memorial Way, Chico — Phone: 891-2751 r do 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE - y `r OWE R PERMIT NO i 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 you completed. If have an p y y question pertaining to this .., matte or need additional explanation, please contact this office immediately. eq r 4E'06£ ;e -z ti 41-4 ' c� it�f i �✓ kt G G Ls ze, 110& loe 1910010'G 1 Q A i Gli f; Inspector. Date I' .'� COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS / 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 53$-7541 L 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE C r glal UwNtzH 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 atter, need additional planation/,, please contact this office mediately. J V e - .r. > L ! C/" 1 U. K ?Inspector EJ 1� �o— r Date ° `�. 41 r COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 s 7 County Center Drive, Oroville — Phone: 538-75p1(/`7/}'� 747 Elliott Road, Paradise— Phone: 872-6307 (, Z' CORRECTION NOTICE VNn 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 workis completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. O " I 13 Inspector Date Y COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive. Oroville — Phone: 538-7541 747 Elliott -Road, Paradise— Phone: 87246307 CORRECTION NOTICE Ifl"i At yo � zi-, VNER /j 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 workAs completed. If you have any question pertaining to this matter, need additional explanation, please contact this office immediately. ZZ r4� 44Y A" � 2, 2- 1'j X?/r 7 A"'Cl Inspector Date PREMIER PLASTERING, INC. 557 Rustic Lane Paradise, CA 95969 (91 6 ) 877-5004 December 14, 1989 Gene Camp 99 Alm Bluff Drive Chico, CA 95928 Dear Gene: This letter will verify that the hearth on the fireplace at 99 Alm Bluff Drive, Chico, was done according to codes of standard practices, and is.3/4 of an inch thick. Si cerely, FLOYD ALEXANDER President of Premier Plastering, Inc. FA3/j 1 da Owner: 17�u f L1 /% Permit No. E N E R G Y C' E RTI F"I C A T ION 99 Alm Bluff Drive, Chico' Ca. LOCATION A.P. No. DESCRIPTION OF INSULATION ROOF Material Brand Name Thickness(inches) Thermal Resistance (R Value) EXTERIOR WALL Material Fiberglass batts Brand Name Owens-Corning Thickness(inches) 6 1/411 Thermal Resistance(R Value) R19 CEILING Batt or Blanket Type Fiberglass batts Brand Name Owens-Corning Thickness(inches) 12" Thermal Resistance(R Value)R38 Loose Fill Type ___ _- Brand Name F �-~ Minimum Thicknesi(Inches) Number of Bags Wt. per bag lb. Area covered(ft.' j Thermal Resistance(R Value) FLOOR, ELEVATED Material Fiberglass batts Thickness(inches) 6 1/4" FLOOR, SLAB Material Thickness(inches) Width(inches) FOUNDATION WALL Material Thickness(inches) Brand Name Owens-Corning Thermal Resistance(R Value) Rig Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) I hereby certify that the above insulation was installed in the above building in conformance with the State of California Energy Requirements. Loerke.Insulation Co. 499150 ZFINAME/OWNER STATE CONTRACTORS LICENSE NO. L June 2. 1989 SIGNAT E OF INSTALLA ONATPPLICATOR DATE I hereby certify the above insulation and all required items as shown on the Building Department approved plans and attachments 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. FIRM /0 (Please print) STAT'9 CONTRACTORS LICENSEE NO. TURE OF QE.NERAL ONTRACTOR OWNER DATE THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING. January 1984 CE / M CONFORMANCE /HE UNDERSIGNED MA NUFA A C TURER HEREB Y CER TIF/ES that the products identified below and on attached sheets Nos. are marked with the Collective Mark of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (RITC) and were manufactured in conformance with applicable provisions of American National Standard ANSUAITC A190.1-1983; $tr ctural lued Laminated Timber, and that such manufacture has been at our plant in Sunss�iome, 0 , which plant has a quality control system approved by the Inspection Bureau of the AOE1=RICAN INSTITUTE OF TIMBER CONSTRUCTION and inspected periodically by such Bureau. The manufacture of these members complies with the.manufacturing and fabricating provisions of Chapter 25 of .the Uniform Building Code. Joe NAME: Keller Lumber Sales, Inc. JOB LOCATION. Redding, CA CUSTOMER'S ORDER NO. P O 1403 _ DATE_ 2-14-89 MFGR'S ORDER NO 24F -V4. WP Glue. Arch App. Indv Wrap COMPANY 5375-A American Laminators TITLE Quality Control ADDRESS POB 99, Swisshome, OR DATE 2-23-89 AI TC HEREB Y CERTIFIES that the said company at its said plant is licensed by the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION to use the AITC Collective 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 .planuis periodiFally 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 of complying w&v...2pplicable manufacturing and testing provisions of said Standard in respect of products manufactured 'at said plant. Conformance with the Standard in respect of any specific or particular product is the sole responsibility of the manufacturer; AITC's guarantee hereunder being that the said company is qualified to produce a product meeting the said Standard and that its plant is periodically inspected and verified by the AITC Inspection Bureau. AITC FORM IBCA AITC Certificate No. 50855 A AMERICAN. INSTITUTE OF TIMBER CONSTRUCTION © 1983 AMERICAN INSTITUTE OF TIMEIER CONSTRUCTION [" %3TE'0F TIMI Ati U z C E R ill, F I'C.'AT E OF '"ICI.NSEE CONFORMANCE /HE UNDERSIGNED MA NUFA C TURER HEREB Y CER TIF/ES 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 applicable provisions of American National Standard ANSI/AITC A190.1-1983, Structural Glued Laminated Timber, and that such manufacture has been at our plant in Drain, OR , which plant has a quality control system approved by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION and inspected periodically by such Bureau. The manufacture of these members complies• with the manufacturing and fabricating, provisions_.of,; _ Chapter'25 otihe Uniform Building Code: JOB NAME: Keller 1junhar Sales for qrtock --- JOB LOCATION: Redding, CA -'--_--- CUSTOMER'S ORDER NO. PO#1192 - --DATE' 1 19,r09 MFGR'S ORDER NO. 5235-D 24F -V4., WP GRie, Arch App,..gt Ingdv Wrap SIGNATURE �-�'��-^�'� x j�i i.,��• COMPANY DUCO-LaM TITLEQuality Control ADDRESS POB 297, Drain, OR DATE 01-30-89 ,AITC HEREB Y CERTIFIES ,-.-hat the said company at its said plant is licensed by the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION to. use the AITC Collective 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_per.iodcally 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 of complying with 'applicable manufacturing and testing. provisions of said Standard in respect of products manufactured. at. said plant. Conformance with the Standard in respect of any specific or particular product is the sole responsibility of the manufacturer; AITC's guarantee hereunder being that the said company is qualified to produce a product meeting the said Standard and that its plant is periodically inspected and -verified by the AITC Inspection Bureau. AITC Certificate No. u7, 51 8A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION AITC FORM IBCA �0 1983 AMERICAN INSTITUTE OF TIMBER CONSTRUCTION CERG1'I E OF t ,W ;•,;; �\��T�;OF TIME. ' LF z ac n i CONFORMANCE /HE UNDERSIGNED MA NUFA C TURER HEREB Y CER TIF/ES 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 applicable provisions of American National Standard ANSI/AITC A190.1-1983, Structural Glued Laminated Timber, and that such manufacture has been at our plant in_ fir$ _AR , which plant has a quality control system - approved by the Inspection Bureau'of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION and inspected periodically.by such -Bureau.. . The manufacture of these members complies with the manufacturing and fabricating provisions of Chapter 25 of the Uniform Building Code. JOB NAME: Keller Lumber Sales for S JOB LOCATION: Redding, CA CUSTOMER'S ORDER NO 867 DATE 12-6-88 MFGR'S ORDER NO. 5059—D 24F -V4, WP Glue, Arch App, /eAndy Wrap. SIGNATURE C L ..�"1 � �' COMPANY DuCO—Lalli TITLEQuality Control ADDRESS POB 297, Drain, OR DATE 12-15-88 AI TC HEREB Y CERTIFIES that the said company at its said plant is licensed by the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION to use the AITC Collective Mark in respect of products which comply with applicable p0 -'visions 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 of complying with .:applicable manufacturing and testing provisions of said Standard in respect of products manufactured;at said plant. Conformance with the Standard in respect of any specific or particular product is the sole responsibility of the manufacturer; AITC's guarantee hereunder being that the said company is qualified to produce a product meeting the said Standard and that its plant is periodically inspected and verified by the AITC Inspection Bureau. AITC FORM IBCA AITC Certificate No. 50610 610 A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION RECEIVED DEC 1 9.1988.. KELLER LBR. SALES !e) 1983 AMERICAN INSTITUTE OF TIMBER CONSTRUCTION TO Buildinct Department FROM: Environmental Health SUBJECT: Sanitation Clearance NOTE *"* C9 S itarian Date oo�ner Location AP# Plan Approved for: Sewage Disposal Water Supply Hold final for: Water Supply I Final clearance O.R. for: Water Supply _ Clearance for bedroom mobile home. Other NOTE *"* C9 S itarian Date i I,V/ ASSESSOR PARC I_ O ER OWNER'S MAILIN i CONTRACTOR'S p W N V'-,. CONTRACTOR'S CONSTRUCTION LEND R'S MAILI ARCHITECT OR ARCHITECT OR BUILDING ADDR COUNTY OF BUTTE - DEPfARTMENT OF PUBLIC WORKS PER IT NO. 7 County Center Drive - Oroville, Californi,4-95965 - Telephone: 916/538-7541 APPLICATIGN AND PERMIT 000 NUMBER zo ING rz-3 BUILDING PERMIT ^i TELEPHONE SQ. FT. OCC. BUILDING V ATION )Ar aro— C)OL `d 95350 J ADDRESS ! `�rS 70 o & �S9 25' ? a o ME TELEPHONE9&0 _ D O ILING ADDRESS I NEER'S MAILING ADDRESS LOT NO. I 88 SUBDIVISION —171,4f 171, ! 4USE OF STRUCTURE SF Duplex❑ Mobilehome❑ Other TYPE OF WORK New Zddition ❑ Remodel ❑ Utilities ❑ Describe work: Installation❑ Other ❑ Permit Fee 2 ;3/z- _)- 6 p 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. ,%`!22't!� Classification f' �] I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. 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 s id County in consequee , e of the granting of this permit. X'.,?wZ (��.-� 1 Date Signature of Applicant — Ownera 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. Receipt No. �1 O�����I_3 f2�i WNITE-D.P.W., YELLOW-ASBES30R. P -INSPECTOR, GOLDENROD -APPLICANT I i Contractor Fireplace 1,4405 L a. -i--) MECHANICAL PERMIT ELECTRICAL PERMIT Filing Fee UNKNOWN Total Valuation $ "' 10.00 d, 0-0 Main service EA. ADD'L 100 AMP Filing Fee 1 T. NEW CONSDWELLING m OR ADDNS. ( ACC. BLD /� 10.00 �a�"r . Permit Fee $ , ED LICENSE NO. Plan Checking Fee $ 6 . �S Energy Plan Checking Fee $ Temporary service 10.00 Penalty $ Misc. Wiring 15.00 Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 a a 0 v c:-) Solar or heat pump water heater 20.00 PARCEL MA OC► Water piping 5.00 t ­v Each qas water heater or vent 5.00 or o Gas piping system 1 - 5 outlets 5.00 6-V Building sewer 5.00 p- a SPECIFY Mobile Home S I G I W 0.00ea Installation❑ Other ❑ Permit Fee 2 ;3/z- _)- 6 p 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. ,%`!22't!� Classification f' �] I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. 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 s id County in consequee , e of the granting of this permit. X'.,?wZ (��.-� 1 Date Signature of Applicant — Ownera 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. Receipt No. �1 O�����I_3 f2�i WNITE-D.P.W., YELLOW-ASBES30R. P -INSPECTOR, GOLDENROD -APPLICANT I i Contractor - MECHANICAL PERMIT ELECTRICAL PERMIT Filing Fee 10.00 Main service 10000 AMP V OR LESS 10 10.00 d, 0-0 Main service EA. ADD'L 100 AMP 2.50 A -S y T. NEW CONSDWELLING m OR ADDNS. ( ACC. BLD /� 'I2�Sgft �a�"r . NEW CONSTR. MUI TI.QUTLET NON.RESID BRANCH CIRC ITS 2.50 ea (POWER POWER APPARATUS &) OUTLET CIR. EX. OCcup(OUTLETS OR FIXTURES - eL92ALI 30FIXED t APLNS. Ex. Occup. OUTLETSP(RESID )REA.Y 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 I Permit Fee S / W LF , hAtF Contractor MECHANICAL PERMIT Filing Fee 1 10.00 Heating Idd ad O fs•O a &A.+ - Cooling 3= Hood 3.00 Ventilation Permit Fee Contractor Mobile Home Installation Fee $ Energy Inspection Fee TOTAL PERMIT FEE 5-] ,� )COUP. CONST.TYPE SCNOQC' FLOG PARCE PD ND This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. D ECT OF PUBLIC WORKS (`� By Date - Ob ~ P MIT EXPIRES Date COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BU.ILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, Cf,LIFORNIA 95965 - TELEPHONE: 916/538-7541 ; PERMIT APPLICATION DATA SHEET J Permit No. OWNER _ 6->f0ti -e ('01 M 4 A. P. No. l4 Proposed Building Use 6c& 5— 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 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 .. Complete engineered plans and calcs, with wet signature on plans .FI'i —&Z 5. Energy Design Compliance and supporting documentation ......... 6. Statement of Intent for Non -Heated and AC Buildings .............. 7. Engineered truss details and layout in duplicate (required prior to plan check) 8. Mobilehome installation data including manufacturer's installation Instructions •.. ees of $ 3C� Rdd,t,}'k 40-i;l ..P�..�t�..... �`��!i .... _-Y _ 10. Chico Urban Area fees paid .................... ,(�..�.4M!i ............ 11. Park fees paid ............................ paid b2 l��t� n School District fees aid ................. �-Z _ E r_ Sanitation approval from �¢�. r -Le g) Health Department ... 14. City of Chico plumbing permit ...................................... 15. Plot plan and business license approval from City of (see City for other requirements) 16. Planning approval for (A) Use: (B) Parking: ......... 17 Im rovementc ma be re wired P Y q 18. Driveway permit (construction approval required prior to occupancy) ... 19. Pre -Inspection for required ..... Pre-Inspec. request to Building Inspector (Date)- 20. Contractor's license information (No., Name Style, Classification) ....... 21. Certificate of Workmans Compensation Insurance .................... 22. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ........ :�23. Recorded copy of Agricultural Acknowledgment Statement ............ 24. Letter of signature authorization ..................................... 25. '26. - t Wllerfyou issue the permit, process as follows: a-il to owner. Mail to contractor. Telephone�Fq 9 B15 QJ and hold for pickup at office. Deliver w/inspector. � Other Olt 10f s Applicant Date .2-,51 Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted pfiorr t9(pe�mit,i.sjonce: (Circle new item not checked babove). 1. Index permit for above items N 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phone---nail—counter by date— Contractor, designer, ow er s advised of above required data by_phone_mall_cou by date — Plans checked by Date Plans approved by Date .Sets of plans on hold in Copy—DPW File cabinet AP folder *6.r�s.-o`°'a-t �. •5`�s:..»1�7i ��..�,.�;.'h`nx +. Y•"7x, •> v.:.., an�r+.6,:.sn..i; 'J.:. .x^..::r- ,.. ..'t ,9�:r., . tii'._ r.. '. ,, 4 BUTTE COUNT.Y.SCHOOLS DEVELOPMENTFEECERTIFICATION FORM (One Form p(:fr Building) A. P. Number `"(�"" (V Building Department No. I School District City Q County Jurisdiction Property Owner C°N� �Ai gdlDcC�0-� Project Location/Address 9'9 �,� A,DIZ r Subdivision Lot Number Residential Development: Sq. Footage 07� # of Living MHI Addition (Group R) Units Commercial/Industrial: Sq. R, Addition (Inc I -P, Ttage pding Exterior ed Areas) Building Dep tment Representative f °� Date. l �4 District Id No. 0,4; Cc) ! jn '�� (a School District certifies that Q_ �' 3 (Applicant Name) (Phone Number) Street ,.Address (City) (State) (Zip Code) has complied with the requirements of Resolution No. 3 4� -Aa by the payment of $ c�D , representing Qq/7,Ssquare feet. / Scho l District Rei5VesentVtive lbatef PAID BY CHECK NO. REMARKS: BANK NO PAID BY CASH iA white -applicant, yellow -building department, pink -school district SCHOOL . FEE (5/88) P . COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Oroville,.CA 95965 Phone: 916-538-7541 OWNER -BUILDER VERIFICATION Attention Property Owner: An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information.at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or 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: p Name Ew l2 • ,� Address City Phone Contractors License No. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name -J I A - Address City Phone Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Nameif ess Phone Type of Work ) -�7 ' Signed: Property Owner Social Security Iftr6beW Date L1� i 2 Q A NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. O 11 it If C-1 If I it Q., 11 if R fln If - if I CC it it if =3 Qf cc I H aj i E Lill I U; It r5 it mu il L I QL !! ci ii it 5- 3 Z r-co� . . . . . . .-T 0, L 1 IN .D C', n C, if 1-- -4 1 if > H it H . . . . . . . iN it H jx !j > W if H H 1 17-5. z I :D C-1 0 it H 'T .0 Z Y -j f@»¢ r@$ IT '3 r "N C 4 kr, rr- Z i $ 3 _j I: i it -i R 1 I 3 3 -3 3 a= 3 3 3 3 3 3 0 0 0 0 0 0 0 0 10 0 Of 0 aj — -C "C T" -0 _0 'a -0 73 _0 -0 it 2i: ru Lij 74- a a 3 3 :H: 3& if C-4 P) V -3 M0—C, > --o | 00 it UO it I Llj 11 4j if L- it D Lu 11 41 11 1 u w H • 0 If L !21 U ;I r, if S T R U C T U R A L C A L C U L A T.I O N S F 0 R CAMP RESIDENCE GENE & BARBARA CAMP 99 ALM BLUFF DRIVE CHICO, .CA .95928 CALCULATIONS ARE IN COMPLIANCE WITH THE 1985 EDITION OF THE UBC AND'ARE CONSISTENT WITH THE SUBMITTED PLANS. SIGNEDLTC.—I" " - DATE FRANK L. TYUKOS, RCE 32434 F' L T ENGINEERING 5790 CLARK ROAD PARADISE, CA 95969' (916) 872-0254 BY -_.L G/ SU9JECT"!�vC /f Cr _ �iC S _. SHEET NO.__.`_.._.OF._...._q..__ _.......DATE - Lv ...:.__._.. _ .. ,�Y/�. �l CHKD.BY_..... _....... .__.DATE .... .... _............ .....0 /4 �......�Lt �® CE_......_ JOB NO..__...L.-i.... ?�.._.... ..-_._ ............................................. _..... _........... ........... ----------- ------- _---- _----- L, T ENGINEERING 5790 CLARK RD. PARADISE, CA 95969 is 1 JS) 472-0254 Pis/c'.cJ �o .f 77-0 sTrD.;-- y U G L s /6, D its F— ��Z Pr'Tcry JOG 91. r. -- (,ss GG m ¢D, O PS't" Ile erl-Z!5�, S'rvcc0 L alve t -;e — Zx g r-�ex /'Ii z;em-.s - C7 r= ' Z/ =lza PS/ Sreo,�4" - Tim awe- egpa4c -{ 307/ vv}�rs zr' ce CO Sip 4 F j CO f6.9 O ZZ OO J /S�'✓-Y� �O 4d�n.5� S�J�10 �C8' S�ssn�� � J� S�ssn� ------ TT� .._.._.'ON HOf--------------_...__....-..................._....._._.:..._....-.......- _............_ ........----- ---- 31V0._..........-- ---- AH'O�lH7 6�+ _ 3O -_ _ ON 133Fi5 SyQLr�''%%%�173PHf1S CV/ ' 31Va _.._-.,1H BY-.-_ G ._..DATE._T-...yi'"--.. SUBJECT �Gr..:._.. ..S.._ ............:_.._ SHEET3L.._- CHKO. BY . ........... DATE ........................... _........... ................ ................................ ................................ ...................... _. JOB NO. T Zr' B s /2• � _ • yg 3�.37x •Opf'r 1.Z .r Z = /��3 � �•zf SPP s p 37-136 49 -3. so TySsE3 Z,�s F 6'X ro 4,x /2 s a gs Z&77 -W. 9 o r� /2 L o" 6X Cf' ore Pl- K /-,5() Gtr _ , D3`f x/fit 3. (i) - . 63 rc� d 9�zl.2�� L k 14-- vs E- 45x /a ax -�x /Z BY G/..._...._.DATE.-_`�// SUBJECT.../ GT'...._ LGS..-.. _ _ .._. SHEET NO. _.�t_._.OF 3 . ~CHKD.E+Y...................... DATE ._...... _.......... _. ..................................................................._............._..............._........._..- -...__. JOB / Ole D/' x '3 x 1p riz = . 261c D/6 x 3 'r `f. 7r , Z S. ,c S�z-e- cr C 5 7 / BEAM DESCRIPTION: RB -2 OVERALL BEAM LENGTH (FEW....... 20 DISTANCE TO LEFT SUPPORT (FT).... 6.5 DISTANCE TO RIGHT SUPPORT (FT)... 20 (DISTANCE MEASURED FROM LEFT END) ' LOADIN8S ` LOAD DESCRIPTION: DL + LL ' UNIFORM LOAD ON LEFT CANTILEVER (PLF)........ 650�� UNIFORM LOAD ON CENTER SPAN (PLF)............ 6504 POINT LOAD ON TIP OF LEFT CANTILEVER (LBS)... LOAD CALCULATIONS ��^°~ � REACTIONS: -"� � � ' 40 LEFT SUPPORT = 10,356 POUNDS. RIGHT SUPPORT = 3,134 POUNDS. ^'� �". ` MAXIMUM MOMENTS AND SHEARS: DESCRIPTION MOMENT('#) SHEAR(#) LEFT SIDE'OF LEFT -SUPPORT _16,916 �4,715 RIGHT SIDE OF LEFT SUPPORT -10,916 5,641 LEFT SIDE OF RIGHT SUPPORT 0 -3,134 RIGHT SIDE OF RIGHT SUPPORT 0 0 CENTER SPAN AT . 8.68 FEET FROM LEFT. SUPPORT -7,557 0 MATERIAL_PROPERTIES ELASTIC MODULUS (MEGA PSI)....... 1.5 ALLOWABLE BENDING STRESS (PSI)... 1300 �^ ALLOWABLE HORIZ. SHEAR (PSI)..... 85 ALLOWABLE OVERSTRESS (%)........ . 25 ^^ MAXIMUM ALLOWABLE STRESS (PSI)... 1625� MAXIMUM ALLOWABLE SHEAR (PSI).... 106.25 SECTION_PROPERTIES ' FOR A 5.5 X 13.5 : BENDING STRESS (PSI).. . . . . . ~ 1j 231 SHEAR STRESS (PSI)........ 101 y 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 0.5 FEET. ' - ` MAXIMUM DEFLECTIONS: ' DEFL. (INCHES) POSIT. (FT) _ TIP OF LEFT CANTILEVER 0.24 0.00 CENTER SPAN . 0.09 14.93 '^ DEFLECTION FACTOR = CENTER SPAN 7 MAXIMUM -DEFLECTION= 1784.23 LOADINGS LOAD DESCRIPTION: DL + LL @ CANT..ONLY ` UNIFORM LOAD ON LEFT CANTILEVER (PLF)........ 650 UNIFORM LOAD ON CENTER SPAN (PLF)............ 350 POINT LOAD ON TIP OF LEFT CANTILEVER (LBS)... 490 . 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 0.5 FEET. � MAXIMUM DEFLECTIONS: DEFL. (INCHES) POSIT. (FT) TIP OF LEFT CANTILEVER' 0.4 ��. 0.00 CENTER SPAN —0.0e/ 10.00 DEFLECTION FACTOR .= CENTER SPAN / MAXIMUM DEFLECTION= -2730.96 ` - y BEAM DESCRIPTION: RB -2 ' OVERALL BEAM LENGTH (FEET)....... 20 DISTANCE TO LEFT SUPPORT (FT):... 6.5 DISTANCE TO RIGHT SUPPORT (FT)... 20 (DISTANCE MEASURED FROM LEFT END) LOADINGS LOAD DESCRIPTIONk DL + LL UNIFORM LOAD ON LEFT CANTILEVER (PLF)........ 650 UNIFORM LOAD ON CENTER SPAN (PLF)............ 650 POINT LOAD ON TIP OF LEFT CANTILEVER (LBS)... 490 MATERIAL PROPERTIES ELASTIC MODULUS (MEGA PSI)....... in ALLOWABLE BENDING STRESS (PSI)... 2400 ALLOWABLE HORIZ. SHEAR (PSI)..... 165 ALLOWABLE OVERSTRESS (%)......... 25 MAXIMUM ALLOWABLE.STRESS (PSI)... 3000 MAXIMUM ALLOWABLE SHEAR (PSI).... 206.25 ' ` ` SECTION PROPERTIES FOR A 5.125 X '12 : BENDING STRESS (PSI)........ 1,650 SHEAR STRESS (PSI)........ 122 ` ` 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 0.5 FEET. MAXIMUM DEFLECTIONS: DEFL. (INCHES) POSIT. (FT) TIP OF LEFT CANTILEVER 0.32 0.00 CENTER SPAN 0.12 � 14.93 _ DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 1313.64 E m�^ BY ... .....SUBJECT ...(T VGG .._...._._.... __. SHEET _CHKD.BY..... ............. DATE ........... .......... .......................... .......................... ................... .............................................. JOB NO.__...._�¢3I S'rs %�h' o� /,�vrr E's oe �c�,� ✓o�srs of /2. f'/�" ��'�f>vs O O O 76 i N B -- 15, �' _ • 7Dx �' x � ��' = 2 � i�3 Exp' 3 -7 OK s � 74,E �3 - . iZ)x. l 3D• 6cf /,v� /Z =�� 0,pr zf- . BY ... ... ........ DATE SUBJECT -4:7/ .. . ............. 77 ........... r--ff- 4, 9 ..... . ...... SHEET NO. OF CHKO. BY ... . .............. DATE ..... ................ . ................ .... . ... . .. . .............. .......................................... .... ... ............ . .... JOB NO. -2A 01,0, 7 �* .,91,0 x Z �GL = , O�Ox �7 J'f �) . � . � �j Z:L r Zbe- - /=/3 -,Ff> PSG = /o.�� 1,901,3 7-, 5�tl. /=,3 - � gt-w- �Ne-ar' /2, r"/z I BEAM DESCRIPTION: FB -2A OVERALL BEAM LENGTH (FEET)....... 16 DISTANCE TO LEFT SUPPORT (FT).... 6 ` DISTANCE TO RIGHT SUPPORT (FT)... 10 (DISTANCE MEASURED FROM LEFT END) OADINGS LOAD DESCRIPTION: DL + LL UNIFORM LOAD ON CENTER SPAN {PLF)............ 720 UNIFORM LOAD ON RIGHT CANTILEVER (PLF)....... 670 POINT LOAD ON TIP OF RIGHT CANTILEVER (LBS).. 0 POINT LOADS: DISTANCE FROM LEFT END LOAD IN POUNDS. 0.00 3,160.00 LOAD_CALCULATIONS REACTIONS: LEFT SUPPORT = 5,554 POUNDS. RIGHT SUPPORT = 8,826 POUNDS. MAXIMUM MOMENTS AND SHEARS: DESCRIPTION LEFT SIDE OF LEFT SUPPORT RIGHT SIDE OF LEFT SUPPORT LEFT SIDE OF RIGHT SUPPORT RIGHT GIDE OF RIGHT SUPPORT CENTER SPAN AT ' 3.33 FEET FROM LEFT SUPPORT MATERIAL_PROPERTIES MOMENT('#) SHEAR(#) 0 0 0 2,394 -12,060 -4,806 -12,060 4,020 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 13.5 : ^ / BENDING STRESS (PSI),....... 878 SHEAR STRESS (PSI)........ 83 DEF LE+=:TIONS BASED ON NO. OF MATRIX POINTS USED IN THE REAL._ MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAN MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0. 4 FEET. MAXIMUM DEFL.Ei=TIONS DEFL. is tNCHES) POSIT. (FT) C=ENTER SPAN 0.02 5.21 TIF' OF RIGHT C ANT I L.EVER 0.16 16.0(-') DEFLECTION FACTOR CENTER SPAN MAXIMUM DEFLECTION= 5731.03 tiATEI�: I AI__ F'��:OF'EF:T I ES ELASTIC MODULUS ( MEGA PSI) ....... 1.8 ALLOWABLE BENDING STRESS (PSI) ... 2400 ALLOWABLE HOR I Z . SHEAF:: (PSI)c.... i. 65 ALLOWABLE OVERSTRESS (%) .......... i MAXIMUM ALLOWABLE STRESS (PSI)... 2400 MAXIMUM ALLOWABLE SHEAR (PSI).... 165 SE giN!`d PROPERTIES FOR A 5.125 X 10.5 . BENDING STRESS RESS cPSII ........ 1,537 SHEAF-: STRESS (PSI) ........ 116 DEFM T I N9 LASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT -APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0.4 FEET. OW i r! /s ..moo MAXIMUM DEFLECT I ONS o DEFL. (INCHES) POSIT. (FT:) CENTER PAN 0. 0`1 3. `: 1 TIP OF RIGHT CANTILEVER 0.33 16.E 0 DEFLECTION FACTOR - CENTER SPAN i MAXIMUM DEFLECTION= 2827.04 - .. < is ... .. . BEAM DESCRIPTION: FB -23 OVERALL BEAM LENGTH (FEET)....... 16 DISTANCE TO LEFT SUPPORT (FT).... 0' ` DISTANCE TO RIGHT SUPPORT (FT)... 10 (DISTANCE MEASURED FROMLEFT END) LOAD DESCRIPTION: DL + LL UNIFORM LOAD ON CENTER SPAN (PLF)............ 720 UNIFORM LOAD ON RIGHT CANTILEVER (PLF)....... 670 POINT LOAD ON TIP OF RIGHT CANTILEVER (LBS).. 0 POINT LOADS: DISTANCE FROM LEFT END LOAD IN POUNDS. 3.50 10,360.00 LOAD_CALCULATIONS REACTIONS: ` LEFT SUPPORT = 9,128 POUNDS. RIGHT SUPPORT = 12,452 POUNDS. MAXIMUM MOMENTS AND SHEARS: DESCRIPTION MOMENT('#) SHEAR(#) LEFT SIDE OF LEFT SUPPORT 0 0 RIGHT SIDE OF LEFT SUPPORT 0 9,128 LEFT SIDE OF RIGHT SUPPORT -12,060 -8,432 RIGHT SIDE OF RIGHT SUPPORT -12,060 4,020 CENTER SPAN AT 3.50 FEET FROM LEFT SUPPORT -21,538 6,608 TO -3,752 MATEKAL_PROPERTIES ELASTIC MODULUS (MEGA PSI)....... 1.8 ALLOWABLE BENDING STRESS (PSI)... 2400 ALLOWABLE HORIZ. SHEAR (PSI)..... f65 ALLOWABLE OVERSTRESS (%)......... 0 MAXIMUM -ALLOWABLE STRESS (PSI)... 2400 MAXIMUM ALLOWABLE SHEAR (PSI).... 165 FOR A 5.125 X 15 : BENDING STRESS (PSI)........ 1,763 SHEAR STRESS (PSI)........ 102 y ^ /3� &�e— ^ �»� DEFLECTIONS BASED ON NO. OF MATRIX POINTS USED. IN THE REAL MOMENT APPROXIMATIONS, THE'ACCURACY OF THE CENTER BEAM MAXIMUII DEFLECTION POSITION ' IS PLUS OR MINUS 0.4 FEET. MAX IMUM DER-ECTIONS. ' ' DBFL. (INCHES) POSIT. (FT) CENTER SPAN � 0.14 4.68 TIP OF RIGHT CANTILEVR —0.10 16.00 DEFLECTION FACTOR CENTER SPAN / MAXIMUM DEFLECTION= 855.52 � � � = , �9 2,�� SECTION_PROPERTIES ' FOR A '6.75 X 12 : BENDING STRESS (PSI)........ 2,040 SHEAR STRESS (PSI;... .... 156 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 0.4 FEET. MAXIMUM DEFLECTIONS: ' DEFL.(INCHES) POSIT. (FT) ' CENTER SPAN 0.21 4.68 TIP OF RIGHT CANTILEVER —0.15 6.00 / DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 576.9*i 49 ` ^ / . BEAM DESCRIPTION: FB -3 OVERALL BEAM LENGTH (FEET)....... 18 DISTANCE TO LEFT SUPPORT (FT).... 6- DISTANCE TO RIGHT SUPPORT(FT)... 12 (DISTANCE MEASURED FROM LEFT END) LOADINGS LOAD DESCRIPTION: DL + LL UNIFORM LOAD ON CENTER SPAN (PLF)............ 780 UNIFORM LOAD ON RIGHT CANTILEVER (PLF)...... . 750 POINT LOAD ON TIP OF RIGHT CANTILEVER (LBS).. 0 LOAD_CALCULATIONS REACTIONS: LEFT SUPPORT = 3,555 POUNDS. RIGHT SUPPORT 10,305 POUNDS. ` MAXIMUM MOMENTS AND SHEARS: DESCRIPTION MOMENT('#) LEFT SIDE OF LEFT SUPPORT 0 RIGHT SIDE OF LEFT SUPPORT 0 LEFT SIDE OF RIGHT SUPPORT —13,500 RIGHT SIDE OF RIGHT SUPPORT —13°500 CENTER SPAN AT 4.56 FEET FROM LEFT SUPPORT —8,101 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 PR�PERTIES FOR A 5.125 X 12 : BENDING STRESS (PSI)........ 1,317 SHEAR STRESS (PSI)z....... 123 SHEAR (#) 0 ' 3,555 —5,805 4,500 x o 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 0.45 FEET. MAXIMUM DEFLECTIONS: DEFL. (INCHES) POSIT. (FT) CENTER SPAN 0.12 5.24 TIP OF RI6HTCANTILEVER 0.14 18.00 DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 1203.75 LOADINGS ' ' � LOAD DESCRIPTION: -DL + LL @ BACKSPAN ONLY �c UNIFORM LOAD ON CENTER SPAN (PLF) . . . . . . . . ' . . . 780 UNIFORM LOAD LOAD ON RIGHT CANTILEVER (PLF) . . . . . . . 150 POINT LOAD ON TIP OF RIGHT CANTILEVER (LBS) .. 0 -' ~ REACTIONS: LEFT SUPPORT = 4,455 POUNDS. RIGHT SUPPORT = 5,805 POUNDS. MAXIMUM MOMENTS AND SHEARS: DESCRIPTION MOMENT('#) LEFT SIDE OF LEFT SUPPORT 0 RIGHT SIDE OF LEFT SUPPORT 0 LEFT SIDE OF RIGHT SUPPORT �2,700 RIGHT SIDE OF RIGHT SUPPORT -2,700 CENTER SPAN AT 5.71 FEET FROM LEFT SUPPORT -12,722 S -7.0 . -Am SHEAR (#) 0 4,455 -4,905 900 x mom ttjbva DEFLECTIONS 1 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 0.45 FEET. MAXIMUM DEFLECTIONS: DEFL. (INCHES) POSIT. (FT) CENTER SPAN 0.24 5.99 TIP OF RIGHT CANTILEVER -0.32 18.00 ' - DEFLECTION FACTOR = CENTER -SPAN / MAXIMUMDEFLECTION=—<595.30 ' - �`� «^^''3�� - _ ' ' ' ' ' ' - y /�~-P�,�/' � � BEAM DESCRIPTION: FB -4 OVERALL BEAM LENGTH (FEET)26 DISTANCE TO LEFT SUPPORT (FT).... 0 DISTANCE TO RIGHT SUPPORT (FT)... 20 (DISTANCE'MEASURED FROM LEFT END) LOADINGS LOAD DESCRIPTION: DL+ LL UNIFORM LOAD ON CENTER SPAN (PLF)............ 780 UNIFORM LOAD ON RIGHT CANTILEVER (PLF)....... 750 POINT LOAD ON TIP OF RIGHT CANTILEVER (LBS).. 0 LOAD_CALCULATIONS REACTIONS: LEFT SUPPORT = 7,125 POUNDS. RIGHT SUPPORT = 12,975 POUNDS. ` MAXIMUM MOMENTS AND SHEARS: DESCRIPTION MOMENT('#) LEFT SIDE OF LEFT SUPPORT 0 RIGHTSIDE OF LEFT SUPPORT 0 LEFT SIDE OF RIGHT SUPPORT -13,500 RIGHT SIDE OF RIGHT SUPPORT -13,500 CENTER SPAN Al - T9.13 9.13FEET FROM LEFT SUPPORT -32,542 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 6.75 X 15 BENDING STRESS (PSI)........ 1,581 SHEAR STRESS (PSI)........ 111 SHEAR (#) 0 7,125 -8,475 4,500 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 0.65 FEET. MAXIMUM DEFLECTIONS: D&L. (INCHES) POSIT. (FT) CENTER SPAN 0.65 9.11 TIP OF RIGHT CANTILEVER -0.46 26.00 ' DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 368.31 LOADINGS LOAD DESCRIPTION: DL + LL @ BACKSPAN ONLY UNIFORM LOAD ON CENTER SPAN (PLF)............ 780 UNIFORM LOAD ON RIGHT CANTILEVER (PLF).....,. 150 POINT LOAD ON TIP OF RIGHT CANTILEVER (LBS).. 0 LOAD_CALCULATIONS REACTIONS: LEFT SUPPORT = 7,665 POUNDS. RIGHT SUPPORT = 8,835 POUNDS. MAXIMUM MOMENTS AND SHEARS DESCRIPTION MOMENT(,#> SHEAR(#) LEFT SIDE OF LEFT SUPPORT 0 0 RIGHT SIDI OF LEFT SUPPORT 0 7,665 LEFTSIDE OF RIGHT SUPPORT -2,700 -7,935 RIGHT SIDE OF RIGHT SUPPORT -2,700. 900 CENTER SPAN AT 9.83 FEET FROM LEFT SUPPORT -37,662 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 0.65 FEET. MAXIMUM DEFLECTIONS: DEFL. (INCHES) POSIT. (FT) CENTER SPAN 0.79 9.99 TIP OF RIGHT CANTILEVER -0.72 26.00 ' DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 305.06 OADINGS LOAD DESCRIPTION: DL ONLY UNIFORM LOAD ON CENTER SPAN, (PLF)...........^ 180 - UNIFORM LOAD ON RIGHT CANTILEVER (PLF)....... 150 POINT LOAD ON TIP OF RIGHT CANTILEVER (LBS).. 0 LOAD_CALCULATIONS ` ^ REACTIONS: ` LEFT SUPPORT = 1,665 POUNDS. RIGHT SUPPORT = 2,835 POUNDS. MAXIMUM MOMENTS AND SHEARS: DESCRIPTION 9.38 MOMENT('#) SHEAR(#) LEFT SIDE OF LEFT SUPPORT 26.00 0 0 RIGHT SIDE OF LEFT SUPP`RT 0 ' 1,665 LEFT SfDE OF RIGHT SUPPORT -2,700 -1,935 RIGHT SIDE OF RIGHT SUPPORT -2,700 900 CENTER SPAN AT `' 9.25 FEET FROM LEFT SUPPORT -7,701 0 FOR A 6.75 X 15 : BENDING STRESS (PSI)........ 1,581 SHEAR STRESS (PSI)........ 111 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 0.65 FEET. MAXIMUM DEFLECTIONS: DEFL. (INCHES) POSIT. (FT) CENTER SPAN 0.16 9.38 TIP OF RIGHT CANTILEVER -0.12 26.00 DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 1544.39 � Olt VIP 17- � � `' BY ..... .. CAT .._Y CHr,D. BY ............. 0 ATE ........................ T.................................. ................. .............................. ....................................... . ......................................................................................... JOB NO . .............. e ...................... ................... .......... ........... ............................................... Af> C*,Ir zz; 20 Z. Irr-I le Viz. 97 ivy ?0ox zo 3 ArKIO. Ole x A6. alp_ f,,=7 A -c 7,40 -K =L 6 14 �crV,< , 72 /Z 7 Al sa, /I a �f Q� SUBJECT.... o BY .-._..� :___-_.__..... DAtE . .. ....._............. ...... ............ SHEET NO. OF GiiKD. BY...___.._--...._. DATE -•------•---•-•---• . JOB NO. SSS 6 . "P/ax 3p AC /Z x � � _ tel• /� /N? �x /D � _ . �/ ,� �6' -.79� x 1. c�_ ZAP• 3� /,v? Dd' � 436�-r1r �,& — // .0 �DG 1 14s '12 g -- leJ , 4/f✓ e (7 FL z) .7 . 49z0 = /Z 7/ 0,0e,e 7. �' 4-, o0�P ,er— 10 G /i go S�CZ�S- 73 7 Zg �y'�J•i BEAM DESCRIPTION: FB -9 OVERALL BEAM LENGTH (FEET).,..... 20 DISTANCE TO LEFT SUPPORT (FT).... V' � DISTANCE TO RIGHT SUPPORT (FT)... 20 (DISTANCE MEASURED FROM LEFT END) ` ' ` LOADIN8S LOAD DESCRIPTION: DL + LL UNIFORM LOAD ON CENTER SPAN (PLK)............ 390 POINT LOADS: DISTANCE FROM LEFT END LOAD IN POUNDS. 10.00 1,920.00 ' LOAD_CALCULATIONS REACTIONS: LEFT SUPPORT = ' 4,860 POUNDS.- RIGHT OUNDS.RIGHT SUPPORT = 4,860 POUNDS. ` MAXIMUM MOMENTS AND SHEARS: DESCRIPTION MOMENT('#) LEFT SIDE OF LEFT SUPPORT 0 RIGHT SIDE OF LEFT SUPPORT ' 0 LEFT SIDE OF RIGHT SUPPORT 0 RIGHT SIDE OF RIGHT SUPPORT 0 CENTER SPAN AT 10.00 FEET FROM LEFT SUPPORT _29,100 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_P��PERTIES FOR A 5.125 X 15 : BENDING STRESS (PSI)........ 1,863 SHEAR STRESS (PSI)........ - 85 ^ SHEAR Q) 0 4,860 -4,860 0 960 TO ' -960 DEFLECTIONS BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPRDXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0 FEET. ` MAXIMUM DEFLECTIONS: ' DEFL. (INCHES) POSIT. (FT) CENTER SPAN- 0.76 10.00 DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 317.29 LOADINGS LOAD DESCRIPTION: DL ONLY UNIFORM LOAD ON CENTER SPAN (PLF)............ 210 POINT LOADS: ` ' . ' DISTANCE FROM LEFT END LOAD IN POUNDS. ' 10.00 1,620.00- DEFLECTIONS �� �� BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF � &� THE CENTER CENTER BEAM MAXIMUM DEFLECTION POSITION "~ IS.PLUS OR MINUS 0 FEET. - MAXIMUM DEFLECTIONS: DEFL (INCHES) POSIT (FT) ^ ^ ~T CENTER SPAN 0. 47 10.00 «~^ 0r4 DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 507.73 & K � � v m�~�v�r��. �/_^~ »�0A� ' . � BEAM DESCRIPTION: FB- 11 OVERALL BEAM LENGTH (FEET)....... 18 DISTANCE TO LEFT SUPPORT (FT)�... 0 DISTANCE TO RIGHT SUPPORT (FT>...` 12 {DISTANCE MEASURED FROM LEFT END) LOADINGS LOAD DESCRIPTION- DL + LL ' UNIFORM LOAD ON CENTER SPAN (PLF)............. 313 UNIFORM LOAD ON RIGHT CANTILEVER (PLF)....... 313 POINT LOAD ON TIP OF RIGHT CANTILEVER (LBS).. 0 LOAD _CALCULATIONS REACTIONS: LEFT SUPPORT = 1,409 POUNDS. RIGHT SUPPORT = 4,226 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 CENTERSPAN AT 4.50 FEET FROM LEFT SUPPORT MATERIAL PROPERTIES - MOMENT('#) SHEAR(W) 0 0 0 1,409 -5,634 -2,348 -5,634 1,878 -3,169 0 ELASTIC MODULUS (ME6A,PSI)....... 1.7 ALLOWABLE BENDING STRESS {PSI)... 1250 ALLOWABLE HORIZ. SHEAR (pSI)..... 95 ALLOWABLE OVERSTRESS (%)......... 0 MAXIMUM ALLOWABLE STRESS (PSI)... 1250 MAXIMUM ALLOWABLE SHEAR (PSI).... 95 ~ SECTION_PROPERTIES FOR A 3.5 X 11.25 : BENDING STRESS (PSI)........ 916 SHEAR STRESS(PSI)........ 78 DEFLECTIONS BASED ON'NO� OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATTONS,,THE ACCURACY OF: THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0.45 FEET. MAXIMUM DEFLECTIONS: ` - DEFL. (INCHES) POSIT. (FT) CENTER SPAN 0.09 5.24 TIP OF RIGHT CANTILEVER 0.12 18.00 DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 1677.98 - ` BEAM DESCRIPTION: FB -12 ' OVERALL BEAM LEN8TH'(FEET)....... 12 DISTANCE TO LEFT SUPPORT (FT).... 0 DISTANCE TO RIGHT SUPPORT (FT)... 6 (DISTANCE MEASURED FROM LEFT END) . LOAD�N8S ' LOAD DESCRIPTION: DL + LL UNIFORM LOAD ON CENTER SPAN (PLF)..........500 UNIFORM LOAD ON RIGHT CANTILEVER (PLF).... ;.. 380 POINT LOAD ON TIP OF RIGHT CANTILEVER (LBS).. 0 LOAD_CALCULATIONS REACTIONS: ` LEFT SUPPORT = 360 POUNDS. RIGHT SUPPORT = 4,920 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 0.72 FEET FROM LEFT SUPPORT ' MOMENT('#) SHEAR(#) 0 0 0 360 —6,840 —2,640 —6,840 2,280 —130 0 Z,4 ev,,= ?C? MATERIAL PROPERTIES ELASTIC MODULUS (MEGA PSI)....... 1.7 ALLOWABLE BENDING STRESS (PSI)... 1250 ALLOWABLE HORIZ. SHEAR (PSI)..... 95 ALLOWABLE OVERSTRESS (%)......... 0 MAXIMUM ALLOWABLE STRFSS (PSI)... 1250 MAXIMUM ALLOWABLE SHEAR (PSI).... 95 SECTION_PROPERTIES FOR A 3.5 X 11.25 : BENDING STRESS (PSI)........ 1,112 SHEAR STRESS (PSI)........ 83 DEFLECTIONS - ' - -- ` � #7 - 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 0.3 FEET. MAXIMUM DEFLECTIONS: ` DEFL. (INCHES) POSIT. (FT) CENTER SPAN -0.02 4.12 TIP OF RIGHT CANTILEVER 0.29 12.00 DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= -3808.46 LOADINGS LOAD DESCRIPTION: DL + LL @ CANT. ONLY UNIFORM LOAD ON CENTER SPAN (PLF)............ 120 UNIFORM LOAD ON RIGHT CANTILEVER (PLF).... ..v 380 POINT LOAD ON TIP OF RIGHT CANTILEVER (LBS).. 0 LOAD_CALCULATIONS REACTIONS: LEFT SUPPORT = -780 POUNDS. RIGHT SUPPORT = 3,780 POUNDS. . MATERIAL PROPERTIES ELASTIC MODULUS (MEGA PSI)....... 1.7. ALLOWABLE BENDING STRESS (PSI) ... 1250 ALLOWABLE HOF' I Z . SHEAF: (PSI) ..... 95 ALLOWABLE OVERSTRESS (%) ...... , , o 0 MAXIMUM ALLOWABLE STRESS (PSI) ... 1250 MAXIMUM ALLOWABLE SHEAF: (PSI).... 95 SECT I L�1_F'�'0�''EI�'T I ES FOR A 3.5 X 11.25 5 BENDING STRESS (PSI)........ 1,112 SHEAF: STRESS (PSI). .. 3 DEFLECTIONS BASED ON NO. OF MATRIX.POINTS USED IN THE REAL MOMENT APPROX I MAT I ONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLEi=TION POSITION IS PLUS OR MINUS' 0. 0 FEET. MAXIMUM DEFLECTIONS: DEFL. ( INCHES) POSIT. (FT) CENTER SPAN —0.03 3.60 TIP OF RIGHT CANTILEVER 0.34 12. Oo DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= -2129.96 TT. � DATE .._6 _� SUBJECT..... v T_..._.`�'�...G��_5......__ SHEET NO. —Z 7OF _ 3 CHKD. BY _... _........... -DATE ..... .................. ............... _.......... ........ ........... ..................... •............ _...... ......... ..... — .... .... --_ JOB NO. P �� _ �• _ �, Apr Zx • 20x /gd"x / fd` �� r cogs _ ------------------- ,4= - 73 ci3O= /V =,D,/-DxZ 7,7 G©�✓r. �'. �� ��ovF- Off, BY_. Lr__....DATE.-C/& SUBJECT_ ...G�. 77.---C.-•-- CHKD. BY -_._...._:DATE ....................... :.._.._..._._.._- - - _..._.... - --•--_....-- --- ---- --- 1,3 Ti's . 3-- P SHEET NO. JOB NO. G S. /3 t, Se9<6 t . 0�3�x /Ox /c%—= /d.03 0.03 f < O fOx /.3.��, O/Or. c�) x �f 77x zj// v°r% 3i S %� `l. (r �r �D�T, /Z x �je . — ©. pit . BY _LT ._.... DATE ._� SUB JECT...iC� '.._.:�C s._..:.___ SHEET NO. z.l CHKO. BY _.................. DATE�........ _.... _...._...._............_.........._.__......_ . ___......_.:.-...... - ---- --- - - _ _ JOB'NO..- 3 ._ C&rvc, (se v, %�,m c F-) CoGaNNs &_ - Liv6-, � Ir 7z .7z, 3� Tv %/f-7"Cff 4--'&72-777 CDG CC COG. C' S PROJECT : CAMP RESIDENCE JOB NO. : 8431 DATE : 6/1988 CALCIS BY : FLT SUBJECT: CMU RETAINING - BEARING WALL -------------- ______________ WALL DESIGN: ------------- ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (FEET): YIELD STRENGTH REINF. (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): ULTIMATE COMPRESSIVE -STRENGTH OF CMU (PSI):' SPECIAL INSPECTION REQUIRED: ALLOW. COMPRESSIVE STRESS OF CMU - Fm (PSI): GRAVITY LOAD. --DEAD LOAD (KIP) ` - LIVE LOAD (KIP) ' OVERALL HEIGHT OF THE WALL - Hw (`.EET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL n T(INCHES): GROUTED SOLID - WEIGHT OFGROUT (PCF): SLENDERNESS RATIO h/t; AVERAGE WEIGHT OF WALL (PSF): TOTAL EARTH PRESSURE - Fhr (KIP): REACTION @ TOP OF WALL - Rt (KIP): REACTION @ BOTTOM OF WALL - Rb (KIP): HEIGHT OF '0' SHEAR - Ho (FEET): MOMENT - Mw (FT -KIP): AREA REINF. (IN^2) 'd'(IN) SIZE & SPA (IN) 0.120 9.29 #5 @ 31 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 .. .SHEET �. �ET30� � OF LEVEL 30 0 40 2000 ' 1500 NO 250.00 0.2Z . 10.5 � 9 � � � 11.6 135`* ^ 11 < 25 133 1.22 ' 0.35 0.87 6.31 1.63 MIN. VERTICAL REINF. - .13 % (IN^2): 0.181 MIN. HORIZONTAL REINF. - .07 % (IN^2): 0.097 DESIGN REINF. - VERTICAL: # - HORIZ NTAL #5 @ 32 (OR� U EFFECTIVE RATIO OF REINF. - p: 0.0017 v MODULAR RATIO - n: 40.0- ` COEFFICIENT - k: 0.305 ACTUAL RATIO OF DISTANCE - j: 0.808 COEFFICIENT - 2/kj: 7.304 ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI): 138.37 < 250.00 ACTUAL TENSIONAL STRESS OF REINF. - fs (KSI): 10.11 < 20.00 COMBINED'STRESSES @ WALL: 0.65` 01.0 - FLT 1.0 - FLT ENGINEERING PROJECT : CAMP RESIDENCE 5790 CLARK ROAD JOB NO. : 8431 PARADISE, CA DATE : 6/ 1'388 (916)..q72-0254 CALCIS BY : FLT SHEET 3/ OF, 3�T FOOTING DESIGN: ----------------- DENSITY OF SOIL (PCF)- 100 DENSITY OF C ONS= ERIE' c: PC F) : 150 ALLOW. SOIL BEARING PRESSURE ( FSF) :•mac)�c_ ALLOW. LATERAL BEARING PRESSURE (PSF): 250 FRIC=TION i=OEFFICIENT — F c : C-).35 BEARING PRESSURE REDUC T I ON ( PSF) : 150 NET. ALLOW. BEARING PRESSURE ( FSF) : 1850 PRELIM. FOOTINi3-._—. WID•TH (INi_HES), 8.33- 18.33- DEPTH DEPTH (INCHES): 6.06 DESIGN FOOTING -7 WIDTH isINCHES): .2c_i . 0o — DEPTH (INCHES): E3. i 0 i TOTAL PRAV I TY' LOAD — Pv (KIP) : 3.01 ' INCREASE OF ALLOW. SOIL PRESSUR0 (%) : 0.0 ACTUAL SOIL_ PRESSURE — 0 ( FSF) : 1805 <: 200i � SLIDING RESISTANi=E = Fr (KIP) : 0.90 > 0.87 BY _. ...... DATE -_.� .. SUBJECT ..... + GHKD.BY-.__..._.._....DATE ... ............ ...... - ............. -............... ................. ...... _....... -- ----- --- -- --- -- SHEETNO.._.OF. JOB NO. N706 147xop� C�!,v (rx /r/?z t FIL f o x clo 34 f ZerK f , x x �x 2J3 V". 790 . /740x ?� . za �}� �►:� -- ,�rz = , i �f' c (Z �)�30 = ., lam/ �� ._ ��x', � /,�r�� . �O/Ap 21? < 0.,v sl6 e�X72_5�e • — ids _ /%¢�x /Z/30 ep A-7- �rf 7,70 ev 3 3 2 VD x zo_ _. . ST��aT C�r'Lcs y .__......QATE._..-• -..--.._... SUBJECT....._...__ .................. ._------'-__..___. _--•.---_--..__._.._ SHEET NO. CHKD. BY__.. . ..... DATE .- ... ................ :... _.......... -.... ...................................... ..... _..._._.._ __ __-- . JOB NO.--- ,�-.S' 7P. Ile Ta �,�17-ff�, i�LY• s rc 7ZI ,F=EE ry Sm_. _ : /g¢x /Z x 1P•d��• �3 = Z, tP0 ° .. -• Z % o .c, 7�rG�rj' ,SoGTs ,�/f� � l�1T• T� � d/� � r — _ /SGf 8 �' • 6�i'�r/, 33 -r /2 .r �/ g• �3 a 12 6&5- T* fv r��© v°. d' — /D. Cox /D TVlo STr/ ,8 �Z�CCJ� .S�/L G /��U /�/tf ✓ �/ 'led, 6 6 0 e-, BY L�_...DATE_ 7-�Q_.. SUBJECT_.... ���_ G�'s __•�.._— SHEET NO. `3¢.OF_.39 • CHKD.BY_.................. DATE _................ ___...._:...:..:.:_:.................... _ ..... ..... _...... _ JOB NO.. ( `3�----- Fe- sD00, !.J �/,� • — G%YJ ,?�-�-c�-�o,cJ � Tom – �t = ,.�f'�/ -73 woe C�,C-. of �A l .g . _ (10/0 t //3,00c m . �c qor K < 7412P 'C r 233'�j/ T - C = , 3.iX 2c 2.'t3 �-- -97 62.3 '. qPx 30 LUt:�r� o� �i,¢Phr. -��lP .�vP/�� C/ry — ✓o�sJ's' � /6' o a, f-./4. (66?x 30 /Z f . 0�� x /Z X 36)13v �� = 3.7-/6�c Orr SHEET NO. 13OF JOB----- 71eG� .5-7' 6Z/ r ✓OIX7- Tf> 4�///tJ -D 4&7-7$77f Srf,� Gt%Ls i Gf�P, �z �� �{ • � — CZ /z6� 2 = 6'30 � Sz ,63x/Z/ 3Z3 = Z3.� d S,- 1= �?F/ -7 2- /�7-,T2 K �� - /`f•fZ,30 =.`f�� � — �Z ���-Y. —/O� G� � �iZ E.S. /4-J- /,rZ. �r6 /K -- � arc , /-7,0 x 0,9 DATE ... SUBJECT-- GHKD. BY ................... DATE ................... _... .................:. .... ............... _............................. ........... -................ _......... -- SHEET NO. 13OF JOB----- 71eG� .5-7' 6Z/ r ✓OIX7- Tf> 4�///tJ -D 4&7-7$77f Srf,� Gt%Ls i Gf�P, �z �� �{ • � — CZ /z6� 2 = 6'30 � Sz ,63x/Z/ 3Z3 = Z3.� d S,- 1= �?F/ -7 2- /�7-,T2 K �� - /`f•fZ,30 =.`f�� � — �Z ���-Y. —/O� G� � �iZ E.S. /4-J- /,rZ. �r6 /K -- � arc , /-7,0 x 0,9 Tc SCIBJECT........... /........................ Y... GGS�__..-. SHEET NO. �p OF � CHKD. BY _......--.......... DATE .... ................ _........................... .................................................. -............... .... --_..__....__. JOB r %l,� yx.�Z/x 32 j�9irc 3 r �l�T- _ • 7rr7x 6 /0.. r=t/6 /.p %c s- 3, 70 �2i2 „ er / Cap V.-- ............... ...... ... DATE.,�L7� 6/�d' �1AlJ", c�rGcs S 3 BY_....---.....-.. SUBJEG7...:.......'......_GT .............._............._...._-�--•--�....._...__.._._...._._ .,HEETNQ..__.� d..QF._-..._ ...-- CHKD.BY........... _....._.DATE...__................. ............................... ......................... ........... ................... ---..-- ... ,...- -..._ JOB NO.. ---._.._..-j ---..__... LST :/%.AFL yS /_Vl. / /Z//, or .= /�f �� /,r)-,2 < 02.97 MCC!- �s � ` FLT ENGINEERING PROJECT : CAMP RESIDENCE 5790 CLARK ROAD JOB NO. : 84A PARADISE, CA ` DATE : 6/1988 (916) 872-0254 - ` CALCIS BY : FLT ' SHEET ?� OF 7,9 SUBJECT: CONCRETE RETAINING - BEARING WALL --------------------- ________ WALL DESIGN: ------------' ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 0, YIELD STRENGTH REINF. (KSI): 40 � ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LO D _nEAD LOAD (KIP) 0.22 - LIVE LOAD (KIP) 0.91 OVERALL HEIGH OF THE WALL - Hw (FEET): 10.5 . OVERALL HEIGHT'OF THE SOIL - Hr (FEET): 9 . � THICKNESS OF WALL - T (INCHES): 8 COEFFICIENT 1.46 TOTAL EARTH PRESSURE - Fhr (KIP): 1.22 ~ '{ � REACTION @ TOP OF WALL - Rt (KIP): 0.35 . REACTION @ BOTTOM O. WALL - Rb (KIP):' 087 HEIGHT OF 10' SHEAR 0 Ho (FEET): ' ' 6.31 ' MOMENT - Mw (FT -KIP): 1.63 AREA REINF. (IN^2\ 'dl(IN) SIYE & SPA (IN) ----------- 0.196.. 0.196 . 5.69 #5 @ _________ 19 . . _ . MIN VERTICAL REINF 15 % (IN^2): ` . 0 144 MIN. HORIZONTAL REINF. - .25 % (IN -2): 0.240 F. DESIGN REINF - VERTICAL: ��� --- ° ~ u,m-x- ~.�. ~~ � � - HORIZONTAL. ^~ �� <.�� COMBINED !TRESSES @ WALL 0.36 < 1.0 -�- ~'~ ' FLT ENGINEERING PROJECT a CAMP RESIDENCE 5790 CLARK: ROAD JOB NO. a 8431 PARADISE, CA DATE . 6/1988 (916) 872-02'54 C:ALC ' S BY e • FLT SHEET OF" 27 FOOTING DESIGN. DENSITY O1= SOIL (PCF): 100 DENSITY OF i_ OIC CERTE, (P' F) : 150 ALLOW. SOIL BEARING PRESSURE iRE (PSF) o 2000 ALLOW. LATERAL BEARING PRESSURE (PSF" ): :`,`_ 0 FRICTION COEFFICIENT — Fc: 0.35 BEARING PRESSURE REDUCTION (PSF) : 150 NET. ALLOW. BEARING PRESSURE (PSF) a 185o J PRELIM. FOOTING - WIDTH .( INC=HES) 0 16. oI —,DEPTH Q NC:HES) e ?.61 DESIGN FOOTING*— WIDTH Q NC:HES) e 20. 00 — DEPTH (INCHES): TOTAL GRAVITY . LOAD . — Pv (KIP): 2.80 INCREASE OF ALLOW.. SOIL PRESSURE 0): a 0,c i ACTUAL SOIL PRESSURE — 0 (PSF) a 1678 < 2000 SLIDING RES I STANCE. — Fr (KIP): 0. 8S < 0.87 — CONC ..• SLAB jI? G.T_.._0ATE._6L..BC:5F SUBJECT. p,:!:-rTx//v/1vs ifl'QGG, !vp SHE'cTNO. --Y—OF—/-- _ / _.OFT/_- 0 CHKO. BY .......... ...... DATE _.._.._............. ... /�.-OO/� SUPPD/eT 0�r�IL S JOB NO. oe C.4M� �2Fs/O�.VCE ro S�8 �PGY. CDX G E�C/FT� OF RFT•4/.v/•c,/6 k/�LG SLR. SyT G R//'1 ✓O/ST OR t3G.0 G S/�`lPSON rf .�S .¢�/ChiO�P AS 04 r_T "'--4 AF "/O/STS C° /6 o.c, a /2 CHU #1,41-1- NI � - S c sr o• c, /VOR/Z, � r OR _ �PE,efO�Pi4TED —S E /S o • �, ffOR/Z D •4/�/ f'/PE TO 10.4111-/45t/7, P4-4CEO /N 2 CU. =71GN, I -T, 1 S'.¢NOY 6'�i4 VEL a 3 C6E,41C' `t • 0 aowEe_s To .AWr// vERJ"..WALL ��/N� GONC, FOO/�S/G /ti� 'x CONT, /% BEY /c%T`E AOO NOT UNT/G THE TfVE 1'40010 /f�o fiG G SHe,4,e . !S/.�FG [. S /S COMPG ETFO, 7,41L..:=-= --- F L7 Ma1- EENUM 5790 CLARK RD., PARADISE, CA. 95969 (916) 872-0254 i BY........ ................ DATE ..... `..1..... " CHKD. BY ... _................. DATE ........................ SUBJECppT /��.. `'._G�f%7/�"/! G ..GG�S. SHEET NOc.......!...:.....QOF...... ..._/. C-�...... JO NO....-l..1._.3�.. F L Y ENG'INEERING 5790 CLARK RD. PARADISE, CA 95969 (916) 872-0254 4qpp N m 'vfiG TD %Z-d�� o'3 8�' D 0/0 .9"491G Tw Crt ccs ,s y SGT �l�v� ��,vy� c/©4 7 7 K.ea 6�0Pr� /rdr7Y G. r�rg- c O/= /= /1' r7,�C fir«. -367- c:?-�P' D h' -r,) r W-4>6-�Z 77Y,=-- C 0Ao�&-*! eq Svc T- mo=o �rot� c�; /7.�/ 'Frr, 33 Xzg a)2- ,DX'/x(0,S7,c233,x2) I =. 0 0 l g6x'p. rx /Zf t.Z. I- Le x e'yz = 2ZOxI've =,PIP� I BY.........l---.--.`�.`.............. DATE ....� .. SUBJECT -45:% Gl..!... GG�/�i/�/ C..D�/.i SHEET NO... --.-r-. ...OF .-_.../.......... OCHKD.BY......................DATE.......................................... -................................................................................. ............................ JOB .._F_r •. -/... ._...... _............................................................................................................................. ................................................. -.......................... ......-%y.....�.G..................--- !. 720 2e7x /Z -S ZOx, e7x 27,r W77 ��/`f6x ��f .23�x d't� zzox/7 ()/ZZd -- lea -71 47 vac�3GG�S c/6-2 2 Tri A!� ./l& -7:r co 4:�-ot�jtio T?, ���iv�' f'T � oF_CNrtr,v�y, Use 1p S- 3 _ = d'. Z 3 K�//. al= 7�-/x57' s -t-7-- o� Gas �GT" a°9 BY....... ..................... DATE ...................... SUBJECT...... ........._..... .....................( G............................S,_ SHEET NO ............. CFi K D. BY ... .................. DATE ........................................ .................................................................................................................. JOS NO.. ._.........-�..r -- .. .. ................................................................................. _............................................................................................... .Cr...........1........... Grt,� -e1x Zx/r33 /STS /r i�p i,Cj" C�/ri�, ..%� VC��C%iir �"!t! Fr✓ -V��. �?i r�� ��OG/ �- �Z• s� = 2 2. d' ' Zx /0 & 45'a,,, r o�� ✓o��s� �IZID s To Ox V �oGTS /� 6•G. o� `T%' ry 4 6 c° ZOp.a. BY........1.A-= ..... DATE.. ./ SUBJECTSHEET NOC.��.../...._.OF ....... ...... CHKD. BY..._- ............... DATE ..................................................................._......................._..............._...... - - - - --...4_.. JOB NO..._1 �!_. 1.. ._...................... ..................._.._......_. - ----------•-•-.. r � Zx �s /2 IrQ, f , /fix �' /�•3� 'c . LOQ V,, _ , D x (1.33 ,1 '.7 t, D/D�c .X Z ZS `, ... . s� rnifL C, 2. G �z sez�w Go u> e Z-&v&- �a�G .� , O��x (��'t3� t O�Ox (/�t�z� t, 0/�X ��P � Zx 9•,T� 91, - �TU,d .�' G /moo 'G- , -- � o. Z • ��ic l 3.3 .Q 3. � f c _ • 0xA33�7, r75, c'o. cJT O,rJ i>' FLT ENGINEERING PROJECT a CAMP RESIDENCE 5790 CLARK WOAD JOB NO. o 9-8431-1 PARADISE, CA DATE ® 1/1989 (91 E) 872-0254 CALF S BY o FLT SHEET Ci� OF 7 SUBJECT: CONCRETE RETAINING — BEARING WALL WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF)o 30 SURCHARGE ( FEET) c:0i 0# WHEEL _LOAD 1 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI) : 2000 GRAVITY LOAD — DEAD LOAD (KIP) 0. 10 — LIVE LOAD (KIP) 0.00 OVERALL HEIGHT OF THE WALL — Hw (FEET): OVERALL HEIGHT OF THE SOIL — Hr (FEET): 7 THICKNESS OF WALL — T (INCHES): E COEFFICIENT — a o 1.4E TOTAL EARTH PRESSURE — Fhr WIP) e 0.74 REACTION @ TOP OF WALL — Rt (KIP): 0.29 REACTION @ BOTTOM OF WALL — Rb (KIP): 0.45 HEIGHT OF 101 SHEAR — Ho ( FEET) a 3.37 MOMENT — Mw (FT—KIP): 0.55 AREA REINF. (IN"2) 9d9(IN) SIZE & SPA (IN) ------------------------------------------------ 0.099 ray 3.75 #4 @ 24.1 MIN. VERTICAL REINF. — .15 % (IN"2): MIN. HORIZONTAL REINF. — .25 % (IN"•2)a DESIGN REINF. — VERTICAL: 44 @ 24 — HORIZONTAL® #4. @ 13 COMBINED STRESSES @ WALL 0.109 0. 18() 0.26 < 1.0 PROJECT -: CAMP RESIDENT=E JOB NO. : 9-8401-1 DATE : 1 / T189 CALCIS BY : FLT FOOTING DESIGN_ - DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT - Fc: BEARING PRESSURE REDUCTION (PSF): NET. ALLOW. BLARING PRESSURE (PSP): PRELIM. FOOTING - WIDTH (INCHES): - DEPTH (INCHES): 100 150 2000 200 0.35 150 1850 5.19 8.66 DESIGN FOOTING - WIDTH (INCHES): 14.00 DEPTH (INCHES): 6.00 TOTAL GRAVITY LOAD - Pv (KIP): i � . 87 INCREASE WALLOW. SOIL PRESSURE (%): .0.0 ACTUAL SOIL PRESSURE = O (PSF): 746 < 2000 SLIDING RESISTANCE - Fr (KIP): SLAB REINFORCEMENT: ------------------- REINF @ TOP OF WALL (BAR #): MAX. HORIZONTAL SPAN OF WALL (FEET): DESIGN HORIZONTAL SPAN (FEET): SLAB THICKNESS (INCHES): SLAB WIDTH REQUIRED (FEET): DESIGN AREA OF SLAB REINF. (IN-2/LF) : ALLOW. TENSILE STRESS OF REINF. (KSI): LENGTH OF DOWELS (INCHES): FLT ENGINEERING* 5790 CLARK ROAD PARADISE, CA ( 916) 872-0254 SHEET & OF 7 0.40 < 0.45 - INCREASE F0j' , /z it 4 5.77 4 4 16.33 0. 01-D 24 19.71 BY ......... DATE ...... Ile? SUBJECT.. -07;L- -7 --------- - - ........... ............ . ............................ ........................... . ............ SHEET NO. --:.:-..OF ............ CHKD. BY ...................... DATE ....................... ............................................... . ............................................ . .. . .......... .................... JOB NO. -2-710-tlt- . . ................................................................................. ............................................. ........................................................... .. ............... . ... . . ..................... . . .......... ..... 2L A 33 Z. Jp i, 0 .7. 26 :3 - =� V', /2 Z. SP6 l/� 3 "/,07770' so zc ZZ 2. /4. 4.9e.,—rr �oo .,Sods RESIDENTIAL PLAN CHECKING GUIDE 7/85 (S.F., DUPLEX & MISC. ONLY) Bldg. Permit # 41 d OWNER �0.�� A.P. # //- -yl &4 GENERAL Zoning requirements: (sideyards Valuation. 3/ Plans signed by designer. 4. Energy Design and Compliance. JZ Existing violations on property. PLOT PLAN and number of permitted living units). 1 omplete parcel size and dimensions. 2�etbacks, sideyards, easements, etc. �3�ther buildings or structures. ,rading, fills, drainage. ' /Flood hazard. kSpecial conditions on creation map or compliance document. FLOOR PLAN lv---�C-omplete to scale plan with dimensions. a��&equired windows for light and ventilation (Sec. 1205). 3✓ Required windows for second exit (Sec. 1204). -4-.--'Skylights (Chapter 34 & Sec. 5207). 51-1� Human impact glass (Sec. 5406). 6,"�-Required room sizes, ceiling heights (Sec. 1207). 7tel'-G.F.C.I.'s in baths, garage and exterior outlets (Article 210-8). 8� Light fixtures, switches, receptacles, and exterior receptacles for echanical equipment. maintenance of 9✓. Locations of water heater, heating and cooling equipment, other electrical or gas � //equipment, and plumbing fixtures. l Garage firewall, door size, and closer (Sec. 503(d)(3)). 11! - 3'0" exterior exit door (Sec. 3304(e)). 1 fireplace and wood stove location. 1(3/ Smoke detectors (Sec. 1210). STRUCTURAL DETAILS 1V -"'Foundation plan complete enough:to construct building. 2 oor construction details complete enough:to construct building. 3,. Elevations and wall construction details complete enough to construct building. 41.-5�oof construction details complete enough to construct building. /5 Fireplace construction details and calcs if necessary. Sufficient data and details to satisfy energy requirements (State Law) (Form 1). MISCELLANEOUS ITEMS TO LOOK OUT FOR Yom Exposure I plywood on exposed locations and overhangs. V�tairway details: landings, rise and run, head clearance, handrails (Sec. 3306). 3Guardrail details (Sec. 1711 & 3306(j)). .4.— Brick or stone veneer (Chapter 30) . ,5 --Exterior plaster - weep screeds (Sec. 4706). Proper roof pitch for roof covering (Chapter 32). ,, Rafter ties or bearing ridge beam. CC-rry� RESIDENTIAL PLAN CHECKING GUIDE (CONT D) 7/85 MISCELLANEOUS ITEMS TO LOOK OUT FOR (CONT'D) 8! Garage door or porch header sizes. 9,� Adequate bracing. 10GLiving area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. tel-= —To exits on three-story dwellings (Sec. 3303 & see Mezannines 1716). M Attic access and ventilation (Sec. 3205). 13,.-'­bnderfloor access and ventilation (Sec. 2516). 06stoves, clearances, alcoves & 1 -hour shafts. 1%5/. ombustion air for fuel burning appliances. lft<�Noise requirements on duplexes. �de-be soils - special foundation design. 1� Retaining walls requiring design. I-•�t1-nusual shape, size or split level house requiring lateral design. Eli w �..SSCS y VqS, - 35os� S=2S" NR GTSac_r. G ............................... �i BY ..._._ ..................._. DATE .... ............. SU9JECT......_.............._.............._.._.._ .. _. _ ..._. SHEET NO........ .-0 ._.�_. CHKD. BY ........... .......... DATE ..................... .. ............... .................... .............. _.......................... _........... -............. ... ...._.........._ JOB 0 .S'ys.r� o� /,�vrs �s oe �coD,� ✓orsrs of /2 Fr/f" s�.fc]s t�osTs Cl) n n n n n a Or - 17-) 12- 70 0�r l Sz 2= = 3. � 6' //% � l/S E' 6"x a� ,f3 ��} .moi " /1 BY.__20.5L __.._. DATE _?.ITT_. SUBJECT." ' C,T _ G G- /�%O�S SHEET NO. _._z OF CHKD.BY.....__.._......_.DATE ............ .... _....... ................. ...._-....__.._..._.................._........................._.......---._......--- JOB NO.._.._....k...%_ 1.---_-_ Zy 407716 -,es a4�s / O3 6 • L � 6'9 � �6 � I 2o/ ZOO i Y fIRi";,Ge m ,Ben's sv�Py 2o'%_vssEs f�/x • o/= 6-.X /2 ;�e7=e�e) � /2/. Z4-Le, Z/. ¢v i , OD222 X /GoOsc 697.07 /,s / Certificate of Compliance: Residential Climate Zone 11 netl,.J� Project Title 1TY 4 Building P it Project Address WWChecked By / Date Documentatlon Author Telephone Enforoment Agency Use Only BUILDING DATA Glass Area % Glass a4fy 10.3 Conditioned Floor Area Number of Stories 1_ East Slab/Raised Floor Number of .Units South t2_ [ mangle Family Detached (SFD) [ ] Addition Alone West JA ,f 3 [ ] Single Family Attached (SFA) [ ] Existing Building Skylight O p [ ] Multi -Family (MF) [ ] Existing -Plus -Addition Total 0 23, BUILDING SHELL INSULATION Component Insulation _. L.ocation/Comments Type R -Value (attic, to garage, typical, etc.) Wau...... ........ Wall..... Roof ............. Roof ............ Floor ............. � Floor. .. Slab— GLAZING ___ Shading Devices Glazing Area Glass Type Interior Exterior Overhang Framing Type Otientarinn _..:. - (cf% fahntw dnn14L1i /..tit-. LC�J ♦ i_t_�--�--- f North— North- East East ( ) South ( ) — SouthWest West- •wl - Skylight....... THERMAL MASS - 'type/Covering - .- Area Thickness (stab/exposed. tile, etc.) Of) (inches) Locadon/Description (kitchen. bath etc ) ■ys ! HVAC SYSTEMS Minimum Duct Type (furnace.* Efficiency Location Duct Output Manufacturer / Model # conditioner, heat pump) (SE, SSEEER,HSPF) (attic, etc.) R -Value (BBtuh) - (or approved equal) F-4rap" e- —%S moo' S• 2 _901S9 Maximum Furnace Heating Output: fo 2 Btuh HOT WATER SYSTEMS Tank Manufacturer/Model # System Type (storage gas, etc.) Capacity (or approved equal) Special Feature(s) 54 -brut ! SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) 3 .. Mandatory Measures Checklist: Residential MF -1R' NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the oomPliance approach used Items marked with an asterisk (•) may be superseded by mon: 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. DESCRIPTION DESIGNER ENFORCEMENT Building Envelope Measures • §2.5352(a): Minimum ceiling insulation R-19 weighted average. 62.5352(b): Loose fill insulation manufacturer's labeled R -Value. 12-5352(c): Minimum wall insulation in framed walls R-1 I weighted average (does nes 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 pemtfuich. §2-5311: Insulation specified or installed meets California Energy Commission (CEC) quality standards. Indicate type and form, §2.5352(1): Vapor barriers mandatory in Climate Zones 14 and 16 only. §2.5317: Infiltration/Exfrltration Controls - - a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Doors and windows certified. c. Doors and windows weatherstripped; all joints and penetrations caulked and staled •° 12.5352(e): Special infiltration barrier installed to comply with §2-5351 meets CEC quality standards. 12.5352(d): Installation of Fireplaces 1. Masonry and factory -bunt fireplaces have: _ a. Tight fitting. closeable metal or glass door b. Outside au intake with damper and control e. Flue damper and control 2. No continuous burning gas pilots allowed. HVAC and Plumbing System Measures i §2-5352(8) and 2-5303: Space eonditloNng equipment sliIng: attach akuladons. 12-5352(h) and 2-5315: Setback thermostat on all applicable heating systems. 12-5316(a): Ducts constructed. installed and insulated per Chapter 10. 1976IIMC §2.5316(b): Exhaust systems have damper controls. §2-5314(c): Gas-fued space heating equipment has intermittent ignition devices. ;- §2-5314: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. ' t 12.5352(i): Water heater insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater); fins 5 feet of pipes closest to tank insulated (R-3 or greater). J T.•Y r ! §2.5312(Excep6on 1): Pipe insulation on steam and steam condensate return & recirculating _ i . piping. r -- ' - - - -i.: ! §2-53I8(d): Swimming Pool Heating 1. System has: ' a On/oft switch on heater. b. Weatherproof instruction plate on heater, e. Plumbed to allow for solar. i 2. 75 percent thermal efficiency. 3. Pool cover. 4. Time clock. 5. Directional water inlcL . Lighting and Appliance Measures §2.53520): Lighting - 25 lumens/watt or greater for general lighting in kitchens and bathrooms. §2.5314(c): Gas fired appliances equipped with intermittent ignition devices. 12.5314(a): Refrigerators• refrigerator -freezers• freezers and fluorescent lamp ballasts certified by the CEC. Indicate make and model number. 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 I of the California Administrative code. This certif tate has been signed by the individual with overall design responsibility and the building owner. who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. Designer Building Owne NartK: Nttrrte Tuk/Fimt: Titk/Fum. –_ i Addnt:as: Address: - Cl 4 f e M f /� / u Telephone Tekphone: / 6 — 9 5--3 5-10 (signature) (date) (signature) (date) Documentation Author Enforcement Agency Name: Name: 7 idc/Firrw Acencr- Address: Telephom- 1. Ceiling Insulation 2. Wall Insulation 444 Number of stories -46 R -value One Two Three R-0 -103 -49 -32 R-19 -8 -4 -2 R-30 -2 .1 -1 R-38 0 0 0 U -value 2 ' 1 R-19 0.50 -176 -84 -54 0.30 -102 -49 .-32 0.10 -26 -13 -8 ` 0.08 -18 -9 -6 . 0.06 -11 -5 -4 0.04 -4 -2 -1 0.02 4 2 1 0.00 11 5 3 2. Wall Insulation 444 -70 -46 Single- Single - -58 -38 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 -1 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. Raiissed Floor Insulation 12 r - Insulation in Floor - - - 25 Number of stories -14 R -value One Two Three R-0 -17 -8 -5 R-11 -3 -2 -1 R-19 0 0 0 R-30 3 1 1 U -value 0.60. 444 -70 -46 0.50 -120 -58 -38 0.40 -95 -46 30 0.30 -69 -34 -22 0.20 -43 -21 -14 0.10 -17 -8 -5 0.08 -11 -6 -4 - 0.06 -6 -3 -2 0.04 -1 0 0 0.02 4 2 1 0.00 10 5 3 Controlled Ventilation Crawlspace -14 -48 Number of stories -64 R -value One Two Three R-0 -11 -7 -5 R-5 4 -4 3 R-11 -2 .2 .2 R-19 -1 -2 .2 4. Slab Edge Insulation 4 --- -90 Number of Stories -26 R -value One Two Three ' R-0 0 0 0 ' R-5 8 5 2 R-7 8 6 3 F2 factor 29 -58 -20 0.90 -4 3 -1 0.80 -1 -1 0 0.70 2 2 1 0.60 6 4 2 0.50 9 6 3 0.40 12 8 4 5. Infiltration (Air Leakage) SpecificaWn Points Sea Wwd 0 6. Glass Heat Loss Total -14 -48 -69 -64 U -value 16 Percent -42 " Effective Percent Glass .51 to .41 to .31 to 0.30 or Glass Single Double .60 .50 .40 less 50-!1 North -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 -03 -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 i 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) -14 -48 -69 -64 na 16 -12 -42 " Effective Percent Glass -55 V - (percent glias x SC) r Effective - - 12 -8 %Glass North East South West Skylight 18 5 1 4 1 na 16 4 2 5 1 . na 14 4 2 5 1 na._ 1 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 1 -1 -2 -1 -9 3 0 A 2 1 3 2 0 0 1 0 3 ; 1 -1 -1 -1 -1 2 0 .1 -2 -4 -2 0 na = not allowed 7 9 9 10 IB. Shading (Shade Closed) Effective Percent Glass (Percent SIM X SQ Effectim %Class Norih East South West Skylight 18 -14 -48 -69 -64 na 16 -12 -42 -59 -55 na 14 -10 -35 -50 -46 na 12 -8 -29 -40 -37 na 11 -7 -26 -36 -33 na 10 -6 -23 31 -29 -74 9 -5 -20 -27 -25 -65 8 -5 -17 -23 -21•. -56 7 -4 -14 -19 -18 -47 6 3 -11 -15 -14 -38 5 .2 -9 -11 -10 -30 4 -1 -6 -8 -7 -23 3 0 -4 -5 -4 -16 2 1 -1 -2 -1 -9 1 1 1 1 1 -4 0 2 3 4 3 0 na - not allowed 9. Interior Thermal Mass Interior 11. Heating System i Slab Floor Raised Floor Mass a Stories (assumes ducts In attic) (assumes ducts In attic) Stories Sum of 1-6 /CFA One Two Three One Two Three 0.0 -8 -5 -4 -2 -1 -1 0.1 -8 -5 -3 -1 0 0 0.3 -7 -4 -20 Efrective SE or HSPF r 1 1 0.5 -6 -3 .1 1 1 2 0.7 -5 -2 -1 1 2 2 0.9 -5 -1 0 2 3 • 3 1.1 -4 -1 1 3 4 4 1.3 -3 0 2 3 4 5 1.5 -3 1 2 4 5 5 2.0 -1 2 4 5 6 7 2.5 0 3 5 7 7 8 3.0 1 4 6 8 8 9 3.5 2 5 7 9 9 10 4.0 3 6 8 9 10 10 4.5 3 7 8 10 11 11 5.0 4 7 9 11 12 12 5.5 5 8 9 11 12 12 6.0 5 8 10 12. 13 13 6.5 6 9 10 12 13 13 7.0 6 9 11 13 13 14 7.5 6 10 11 13 14 14 8.0 7 10 11 13 14 14 8.5 7 10 12 13 14 .15 10. Exterior Wall Thermal Mass Exterior Single- :. Single - Wall Family Family Multi Mass Detached Attached Family 0.00 0 0 .0 0.20 3 2 1 0.40 5 4 3 0.60 8 6 4 0.80 10 8 5 1.00 13 10 7 E 1.20 13 12 8 1.40 12 13 9 1.60 10 13 t 1.80 10 12 12 2.00 10 11 13 11. Heating System i SCORE CARD- SEER SE or HSPF a Measures (assumes ducts In attic) (assumes ducts In attic) air Sum of 1-6 = _ 3 . dl(V S� R -value [38] 25 or -24 to -14 to -4 to _ +6 t' 16 or SE HSPF less -15 75 +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 .-9 Efrective SE or HSPF r (SE or HSPF x duct efndency) ` Effective -25 or -24 to -14 to -4 +6 b 16 or SE HSPF less -15 -5 +5 +15 more 0.30 2.75 -73 -64 56 �47 -38 -30 na 3.41 -45 -39 -34 -29 -24 -18 0.40 3.67 -34 -30 -26 -22 -18 -14 0.50 4.58 -10 -9 -8 -7 -5 -4 0.56 5.13 0 0 0 0 0 0 0.60 5.50 5 5 4 3 3 2 1 0.70 6.42 17 15 13 11 9 7 0.80 7.33 25 22 19 16 13 10 0.90 8.25 32 28 24 20 17 13 1.00 9.17 37 32 28 24 19 15 Zonal Control Adjustment System Type 3 2 Resistance 10 9 7 6 4 3 Other 6 5 4 3 2 2 12. Cooling System Interior Mass/CFA TYPE I MSS Climate Gone 11 SCORE CARD- SEER /0.3 - - Measures -- - (assumes ducts In attic) air or = _ 3 . dl(V S� R -value [38] Sum of 7.10 2. Wall Insulation Rig _ or -25 or -24to -14 to -41D +6 to 16 or SEER less -15 -5 +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 13.0 20 17 14 12_ 9 6 5.3 10% Effective SEER 0.4 0.6 0.8 (SEER x dud of iclency) 1.4 1.6 1.9 Sum of 7-10 2.3 2.5 Effective -25 or -24 to -14%o! .4 to +610 16 or SEER less -15 -5 +5 +15 more 5.0 -30 -25 -21 -17 -13 .9 6.0 -12 -11 -9 -7 -6 -4 6.6 -5 4 -4 3 ...2 3.3 -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 1 12.0 30 26 22 18 14 9 13.0 1 33 29 24 20 15 10 i Zonal Control Adjustment 3.8 4 4.3 10 8 7 6 4 3' 5.7 No Cooling System Installed 0.9 =.-Stories 1.3 1.5 1.7 1.9 21 One ` -5 -4 -4 -3 .2 .2 Two +; 3 3 2 2 2 1 1' - Single -Family Detached and Attached 5.7 5.9 6.1 Unit Size (sQ 0.9 Water 1.4 1199 1200 1700 2200 2700 Heater Credit or .I to to to or _Type. Type less 1699 2199 2699 more SG None 0 0 A. 0 0 or Solar 12 8 6 5. 4 HP HWR 8 5 4 3 3 4.4 WSB 5 3 3 2 2 5.9 POU _8 5 4 3 3 _ SE None -37 -24 -18 -15 -12 - Solar -1 -1 -1 0 0 4.7 HWR -18 -12 -9 -7 -6 6.1 WSB... -25 -16 -12 -10 -8 _ POU 48 _12 -9 _7 -6 IG None -5 -3 -2 -2 .2 . S Solar 7 5 .4 3 2 64 POU 3 2 1 1 1 IE None 4 -19 -14 -11 -9 3.8 Solar 8 5 4 3 3 5.3 POU -10 -6 -5 -4 -3 80% Multi -Family (individual units) 1.6 1.8 2 2.2 n (6 26 2.8 Water 3.3 699 700 1200 1700 2or Heater Credit or b to o 5.8 Type Type less 1199 1699 2199 more SG None 0 0 0 0 0 or Solar 14 7 5 4 3 HP HWR 9 5 3 2 2 63 WSB 9 4 3 2 2 2.2 POU 9 5 3 2 2 SE None -45 -23 -15 -11 -9 5.1 Solar 2 1 1 0 0 66 HWR -23 -12 -8 -6 -5 2.5 WSB -25 -13 -8 -6 -5 _QOU _23 -12 -8 3 -5 IG None -8 4 -3 -2 1 -2 6.7 Solar 6 3 2 1 1 _ POU 1_0 3.2 0 0 0 IE None �30 -15 -10 -8 -6 5.5 Solar 18 9 6 4 4 7 POU -8 -4 -3 -2 .2 Interior Mass/CFA TYPE I MSS Climate Gone 11 SCORE CARD- Eff. % Glass /0.3 - - Measures -- - 1. Ceiling Insulation air or = _ 3 . dl(V S� R -value [38] U -value 10.0301 M 2. Wall Insulation Rig _ or _ I R -value [I1] -.y U -value [0.098] 3. Raised Floor Insulation 11' ' -or " R -value [ 19] --- U -value [0.037] ; 4. ,Slab Edge Insulation 11.7 utMc•..11 Ic. cy. e.d .t_et or 10.3 R -value 101 F2 factor [0.77] - 5.:..Inf[ltration . _ Ctnwlnr� X t TYPE 1 MASS WIMC 4.2, ie: exposed Blab) X • 29 = 3��� p X = O 0% 5% 109'. 15% 20% 2S% 3011. 36% 40% 45% 50% 55% 60% 694A 70% 75% 80% 85% 90% 95% 100% 105% 110% 115% 120% 125` 011. 0 0.2 0.4 0.6 0.8 1.1 1.3 1.5 1.7 1.8 2.1 23 2.S 2.7 2.9 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.8 S 5.3 10% 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.9 21 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.7 4 4.2 4.4 4.6 4.8 5 5.2 5.4 20% 0.3 0.6 0.8 1 1.2 1.4 1.6 1.8 2 2.2 24 27 29 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.8 5 5.2 5.4 56 30% 0.5 0.7 0.9 1.1 1.4 1.6 1.8 2 2.2 24 26 2.8 3 3.2 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 5.8 - 4011. 0.7 0.9 1.1 1.3 1.5 1.7 1.9 22 24 26 2.8 3 3.2 3.4 3.6 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9 50% 0.9 1.1 1.3 1.5 1.7 1.9 21 23 2.5 21 3 3.2 3.4 3.8 3.8 4 42 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 55% 0.9 t.t 1.4 1.6 1.9 2 2.2 24 2.6 28 3 3.2 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 5.9 6 6.2 60% 1 1.2 1.4 1.7 1.9 21 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 S 5.2 5.4 5.6 5.9 6.1 63 65% 1.1 1.3 1.5 1.7 1.9 2.2 2.4 2.6 2.8 3 3.2 3.4 3.6 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.4 70% 1.2 1.4 1.6 1.8 2 2.2 25 27 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.6 4.9 S 5.2 5.4 5.6 58 6 6.2 64 75% 1.3 1.5 1.7 1.9 21 2.3 25 2.7 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 80% 1.4 1.6 1.8 2 2.2 2.4 26 2.8 3 3.3 3.S 3.1 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 2.9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 S 5.2 54 5.6 5.9 6.1 63 65 67 90%' 1.5 1.7 2 2.2 2.4 26 2.8 3 3.2 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 5.1 53 5.5 5.7 5.9 6.2 6.4 66 68 95% 1.6 1.8 2 2.2 2.5 2.7 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.6 4.6 S 5.2 5.4 5.6 5.8 6 6.2 6.4 6.7 6.9 100% 1.7 1.9 21 2.3 2.5 28 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 28 3 3.3 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 7 110% 1.9 2.1 2.3 2.5 2.7 29 9.1 3.3 3.6 3.8 4 4.2 4.4 4.6 4.8 S 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 5.9 6.2 6.4 6.6 6.8 7 7.2 120% 2 2.3 2.5 2.7 29 3.1 3.3 ' 3.S 3.7 3.9 4.1 4.4 4.6 4.8 S 5.2 5.4 5.6 58 6 6.2 6.5 6.7 6.9 7.1 7.3 1259E 2.1 2.3 25 2.8 3 3.2 3.! 3.8 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 6.7 7 7.2 7.4 rolnt system summary: Climate Gone 11 SCORE CARD- Eff. % Glass /0.3 - - Measures -- - 1. Ceiling Insulation air or = _ 3 . dl(V S� R -value [38] U -value 10.0301 M 2. Wall Insulation Rig _ or _ I R -value [I1] -.y U -value [0.098] 3. Raised Floor Insulation 11' ' -or " R -value [ 19] --- U -value [0.037] ; 4. ,Slab Edge Insulation SC or 10.3 R -value 101 F2 factor [0.77] - 5.:..Inf[ltration . _ Ctnwlnr� X 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 ,.Sal- Type [double] U -value [0.651 % Total Glass [ 16] % Glass _ SC .. _ Eff. % Glass /0.3 X .77 = 7.93 t Al, S x = _ 3 . dl(V S� 3.9 X = 3. o43 z 3 X = y.Ogl O X = o % Glass SC Eff. % Glass 10.3 X d 71e y V X S.1 x S.3 X • 29 = 3��� p X = O TYPE 1 MASS AREA = �$ InteriorNnss/CFA COND. FLOOR AREA TYPE 2 MASS AREA _ $ ND. FLUOR AREA Exterior Wall Mass s- X .33 = • 1ST SE or HSPF Duct Efficiency [0.78] Effective SE or [0.7116.6] HSPF [0.56/5.15] ci, O X -11(o -7•7y SEER [9.5] Duct Efficiency [0.74] Effective SEER [7.031 SG ? Type [SG] Credit [none] Point Scores _+2- tl �. Point Total. f5 -+60 ) r) t Su7-10 tJ`m Point Total. f5 - -r € ti 1 iH IS I! TED. ALL c I -_r `rT£. _FttES. UNLESS Q ERH E II CETTIERML S OF PLATES 5?ALL CQINCIOE RIT? NE E0. 07!!75 SA? -LL BE TIi1NI jltrQ RL PCRTE.i FULLT ESxELREII ISE 7OP-LIOAO 15• ASSUdEC- TII . 9F CATERREt'T- BT THE FLO R OR HOOF SNERINING 'VIE EOTTOt ft CPO IS PSSUIIEQ TO BE LRT£RALLT NRCED if A RIGID CRTENIAL 75 RITAuiza OIAECILI= It. YIHEF rp Ci. 1kE 4OTTop C11CROIS TU OE _ZRALLt-ARACEG NT 45 MIT ETCEEIIT-3rr To -a- D.C.:a Ill OE I NESM.,A YIPRRTION. HIiICII I5 COMIG i TII At friA1tIN: - r lT{IO TD MilaT=_ [C!{.�LORO-, spq?jTIG'4 TN-z'It UOLi--..7n STRONGIIiGM—ft.IGGINCr_'.r.. F�ECGCtEr.UB AST r Y G II An - TO, fQ.4 f?LL fLIIO:c a AttS C7Ek T_ ^E +tI'C 15 0µ0•s- FOR ALL O A ITf R-I.T LITTERA+_ ,IPCES`-tS Tit Ex It r,—EO TIT OTHET?S. FOR RPOIT1OWIL Ufli•t.1s4I9111 C3 �a:}fTTI'.i tiN1s►STRLs !l1Nt4PtL 8:{TPGt.iGr : KEFER !lir a !4'st.° ,rE£IFI£31IONG Ft1R hElflt. PLATE CR.111;ECIER Yi P.ALUL mo tfi=ES. ICT-;Bfx. uI TI{E TkUjS:.ILR L !US''.11UTE+. itiEAE CCUP11S115AItAT E-XIS7 T4-',KEfiHll;r f-AD?zR kFLtTbrF-' EEARL3 llkilr IHTEAItfta BzsT,':BtT:- LNrrjzmS. C �fIILEVEBa..AND '1115 M ORCIi-:VF IRE ;i;95S Ts• - = i s. ;t nO?Lis Jit,, 1N1LAl MR. IT I5 TNt t EaPOt:ST;TLFTT 41 UTIIElTS 10T CERTAIN ii fiZ 'T4E OE...C`i L QA+ O Oil ITlIw OTUiHITIG: ET 9R ESC Lit T!{ At -It Dg;a Li17RO:; IlIKSEG &T HE- SISU"t E AND ait£ L1YE It"'Ll fir TAE 'LtlM BULLDI3 G IMUE lS tt7�.?OF`Ti:AL [E i tiL RECG>+DS. - 014 LU.-IBEI ti Ct L _ 16.00- * C: 0 . 4/ L2l8S: CHOR �. :.. _ • t _ c_ v_ �: 1TE r F - .. � t_.?t � I .l 1i�' D' . �Es` _ TRUS CENTE - TILE EitS 1, t a Eti-7 b.._ t •�- sRAc FI EL SYSTEMS tREY IITLL .-. -.: . _ TRU5ML St. 3 CIIR QPTII' ASLGHQECQtPA n R G 4 LflPtGcEI - -r € ti 1 iH IS I! TED. ALL c I -_r `rT£. _FttES. UNLESS Q ERH E II CETTIERML S OF PLATES 5?ALL CQINCIOE RIT? NE E0. 07!!75 SA? -LL BE TIi1NI jltrQ RL PCRTE.i FULLT ESxELREII ISE 7OP-LIOAO 15• ASSUdEC- TII . 9F CATERREt'T- BT THE FLO R OR HOOF SNERINING 'VIE EOTTOt ft CPO IS PSSUIIEQ TO BE LRT£RALLT NRCED if A RIGID CRTENIAL 75 RITAuiza OIAECILI= It. YIHEF rp Ci. 1kE 4OTTop C11CROIS TU OE _ZRALLt-ARACEG NT 45 MIT ETCEEIIT-3rr To -a- D.C.:a Ill OE I NESM.,A YIPRRTION. HIiICII I5 COMIG i TII At friA1tIN: - r lT{IO TD MilaT=_ [C!{.�LORO-, spq?jTIG'4 TN-z'It UOLi--..7n STRONGIIiGM—ft.IGGINCr_'.r.. F�ECGCtEr.UB AST r Y G II An - TO, fQ.4 f?LL fLIIO:c a AttS C7Ek T_ ^E +tI'C 15 0µ0•s- FOR ALL O A ITf R-I.T LITTERA+_ ,IPCES`-tS Tit Ex It r,—EO TIT OTHET?S. FOR RPOIT1OWIL Ufli•t.1s4I9111 C3 �a:}fTTI'.i tiN1s►STRLs !l1Nt4PtL 8:{TPGt.iGr : KEFER !lir a !4'st.° ,rE£IFI£31IONG Ft1R hElflt. PLATE CR.111;ECIER Yi P.ALUL mo tfi=ES. ICT-;Bfx. uI TI{E TkUjS:.ILR L !US''.11UTE+. itiEAE CCUP11S115AItAT E-XIS7 T4-',KEfiHll;r f-AD?zR kFLtTbrF-' EEARL3 llkilr IHTEAItfta BzsT,':BtT:- LNrrjzmS. C �fIILEVEBa..AND '1115 M ORCIi-:VF IRE ;i;95S Ts• - = i s. ;t nO?Lis Jit,, 1N1LAl MR. 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