Loading...
HomeMy WebLinkAbout041-470-109144-89 f� G@LD.BEACH AVIATION CO. 3845 Lime Saddle Rd. Paradise, CA 9596.9 41-47-- - 2627 91B,, P, E� DUFFY, Jack, v 3845-1 is -e—_ 041-4770- 92-4316 BPER C DUFFY; Jack-- - ever - 3845 Lime ver"3845-Lime Saddle, Orovlle new sf ' ars '70� A { l Vks ,,' J i !f TO Building Department FROM: Environmental'Health' SUBJECT: Sanitation Clearance �a- G - Owner Location AP# _ • _ Water supply �%�e`• / Plan Approved for: Sewaqe Disposal ii Water Supply_ Hold final for: Water Supply Final clearance O.K. for: bedroom mobile home. Other Clearaince for _ NOTE Date Sanitarian. COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (916) 538-75 1 I AGRICULTURAL BUIL[ING EXEMPTION PERMIT PERM T N Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticulutral products. This structure shall not be a place of human habitation or a place of employment where agricultural products are, processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NjO. Z ON Lbl.13, PARCEL P.D. ROOFIN OWNER PHONE NO. V I. ✓ OWNER'S ADDRESS 3943 7f S LOCATION OF BUILDING USE OF BUILDING l'&x z '16Q 5-72; SIZE OF STRUCTURE } O ' x �/ = Z Gz S� 6 SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME d� STEEL CONCRETE OTHER (Specify) TYPE OF SIDING ROOF COVERING FLOOR TYPE, _ „� L/f /y O _ !k! e'rl. /04 meA,7 ! — ESTIMATED COST OF CONSTRUCTION $ AG Buildings shall comply with the building front, side, and rear yard requirements of the applicable Cov_nty Ordinances as follows ----f t�-+ 4 REAR FRONT .� - SIDES � Z AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. I declare under penalty of perjury that the building will be used as stated above and the proposed use conforms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Department of Public Works and will obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Date �� �� 0 Signature of Owner A A Permit Fee - $25.00 The above described AG Building is exempt from a building permit. Receipt No. ��� l Director of Public Works By Date White - DPW, Yellow - Assessor, Pink - B. I., Goldenrod - Applicant FLOOD PARCEL P.D. ROOFIN ISSUE V I. ✓ Director of Public Works By Date White - DPW, Yellow - Assessor, Pink - B. I., Goldenrod - Applicant SCHEDULE C The land referred to herein js described as follows: All that certain real property situate in the County of Butte, State of California, described as follows: All that portion of the following described property lying East of the Easterly line of Silvera Court, formerly Oroville-Peutz Road, from Oroville via Pentz to Magalia, and West of the Westerly line of Lime Saddle Road (formerly Nelson Bar Road,) of the following described property: The Southwest quarter of the Northeast quarter; the South half of the Southeast quarter of the Northwest quarter; the East half of the Southwest quarter; the Northeast quarter of the Northwest quarter of the Southeast quarter; the Southeast quarter of the Southwest quarter of the Southeast quarter and the West half of the West half of the Southeast quarter, all in Section 7, Township 21 North, Range 4 East, M.D.B. &.M. EXCEPTING THEREFROM all that portion -and being more particularly described as follows: BEING a port ion_of'Section 7, Township 21 North, Range 4 East, M.D.B. & M., and more particularly described as follows: BEGINNING at a point in the North line of the.Southeast quarter, of the Southeast quarter, of the Northwest quarter of said Section 7, said Point of Beginning bears South 880.45' 55" West, 72.00 feet from the Northeast corner of said Southeast quarter of the Southeast quarter, of the Northwest quarter of said Section 7; thence from said Point of Beginning along the North line thereof, South 880 45' 55, West, 100.70 feet to a point on the Easterly right-of-way line of Silv.era Court,(formerly Oroville-Peutz Bond Highway from Oroville via Pentz to Magalia), said point being on the are of a 380.00 foot radius curve concave to the Northwest; a tangent at said point bears South 110 32' 41" West; thence along said Easterly right-of-way and said curve through a central angle of 120 55' 28", an arc distance of 85.72 feet; thence South 240 28' 09" West 189.02 feet; thence along the arc of a 520.00 foot radius curve concave to the Northeast through a central -angle of 740 22 3411, an arc distance of 675.02 feet; thence leaving said right-of- way, North 330 44' 30" East, 112.43 feet;. thence North 140 42' 01" West, 224.80 feet; thence North 220 24' 43" East, 199.96 feet; thence North 360 46' 24" East, 180.41 feet; thence North 180 00' 00" West 200.00 feet;'thence North 570 50' 55" West, 71.84 feet to the Point of Beginning. ALSO EXCEPTING therefrom all that portion described as follows: BEING a portion of the Northeast quarter of Section 7, Township 21 North, Range 4 East-, M.D.B. & M., and more particularly described as follows: continued rtion of the Northwest -quarter of the Southwest quarter All that po of the Northeast.qua,rter of said Section 3 lying Westerly of the .., Nelson Bar Road; as said road i.;described in deed from J. G. Curtis to the County of Butte, dated August 6, 1925, and recorded August 10, 1925, in Book 195 of Deeds, at page 306, Official Records of Butte County, California. ALSO EXCEPTING THEREFROM, all that portion as described in Deed to the County of Butte, recorded June 51 1973 in Book 1840 of Butte County Official. Records, at page 152. AP No. 041-470-094 C7.77 om P Ex. r ,� 6c-' 7.6 d 35.79AIC N NNS' 1 RS101-9 PM 77-86 !299.94 , 1146.89 Iwo r' \ 41 39.95 C.5l 37.29 AC. 89 \ O 1 N 32.66AC. 90 PM 82 29 ! /9/'� v1 0 33.7 867.39 3 a1 1 P/M44-79 4 I 2 X35.05 AC. E� 98. W 13 IPM -7-8.62- 23 51.48 AC. O 6 C. g i qo0 r i 470-01 69 l 1294.2 2� 0.9 72 74 ' 15 1.934e 71 X70 ti /4;' 4ie — !$4" • 94 cc' ` 27.86 AC �� 1 i 76 49.94 Ac I i3 1 B f 1.1`6 %036.06 1981.36 66 co 55.25 Ac902 00 7 :711 CALIF PM 73 -345 �0.0/ Ac. o � 1374.15 796.45 % - 1 — ---- rfiis me.p rl� ' sUyvav of the lard depicied 4x'03 \ �y ,y, hereon. "cu : hi:i!!: :poi! rF,l ; s� u pose other than:'a t �parcel Jr ra*(-' expresslycall d : disclainis ao- oss oru�: nava which may result Born reiianc� o.. lair; r ap.. . �,. k 1 r'l F� -r 1 � "•��''� +1 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 .». PERMIT AP'LICATION DATA SHEET Permit No. OWNERS �, >� v A. P..No. Proposed Building Use (0 Building Inspector v Date�Z At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . .................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans........ 3. Complete plans in duplicate/triplicate, signed by preparer of plans .. 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions....................................................... 10. Fees of $ ........................ 11. Chico Urban Area fees paid ....................................... 12. Park fees paid ......................... ................ _ .... 13. School District fees paid ............. . 14. Sanitation approval from Health Department 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: 18. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required Pre-Inspec. request to Building Inspector (Date) 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................. 23. Owner -Builder Verification (Given to owner ❑, Mail to owner o) ..... 24. Recorded copy of Agricultural Acknowledgment Statement ......... 25. Letter of signature authorization ................................... 26. 27. When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone 7t—�c/Qq and hold for pickup at office. Deliver w/inspector. Other f �4-- �C-1f7-.'73 Applicant }' U. a e -75'- Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phone--naiI—counter by ..date Contractor, designer, owner, was advised of above required data by—phone —ma II—counter by date Plans checked by Date Plans approved by Date Sets of plans on hold in . File cabinet AP folder Copy—DPW NOT COMPARED WITH ORIGINAL DOCUMENT - Resolution BE IT. RESOLVED • AND ORDERED that_' the, Chairman of' thee Board- of Supervisors, be.. and_ isr; hereby authorized. and. directed.: -to � execute. an-- agreement, . on: behalf: -of -the -County ofButte•relating..to reclassification. of:zoning.with: GOLD BEACH AVIATION - and. to do and perform-. everything necessary to: carry. out the- purpose- of this resolution. PASSED AND ADOPTED by the Butte- County Board. of Supervisors on the 29th day of January 199 1, by the following vote: AYES: Supervisors McInturf, Campbell, McLaughlin, Fulton and.Chair,Dolan NOES: None ABSENT: None NOT VOTING: n� FEB B 91-005044 _.,)ANE_ DOLAN ,CHAIRMAN Butte ounty Board. of Supervisors BUTTE. COUNTY RECORDER ATTEST: ..RAND H,. Chief Administrative - Officer and. Clerk. o ard: BY L qy'f, f -r*1 t _ CONDITIONAL ZONING AGREEMENT THIS AGREEMENT made- this t day of De. , 194' 0, by and between "First Party as identified in item (a) ' of Exhibit 1 of this Agreement,- and the COUNTY OF BUTTE, a.' political subdivision of the- State of California, herein called "Second Party". W I' T N E'S S`E T: -H WHEREAS, First- Party is the- owner of - real . property, herein called. the- "Property", situated. in the County of Butte, which Property. is • described. in: Item (f) of Exhibit I of this Agreement; and_ WHEREAS; the Property is now, zoned.- as - specified . in ` Item, (b) of Exhibit 1; and. WHEREAS, First Party has: applied. for a:_ reclassification of zoning of the Property pursuant to which application the Property is being reclassified. from its present classification to the classification or classifications specified. in Item (c) of Exhibit 1; and. WHEREAS; public hearings have- been held upon said application before. the Board of Supervisors of the' County. of Butte, State of .. California, and after having considered the matter presented, it has been determined that certain conditions to the zoning reclassification of said real property must be imposed so as not to - create any problems inimical to the health, safety and the general welfare of the County of Butte. NOW, THEREFORE, IT ' IS MUTUALLY UNDERSTOOD AND AGREED that inasmuch as the reclassification specified in Item (c) of Exhibit 1 is being granted, the • said reclassification shall , be subject to the conditions specified in the following paragraphs: 1. That Exhibit 1, as completed and. attached hereto, is incorporated . into and made- a part of this Agreement with the same force and effect as if fully set forth herein. 2.. That First Party shall construct and comply with all the following conditions: 2a. A deed restriction barring further division of the two parcels to be created. 2b. Only one new, residence- shall be placed on the site, and loca �y as to create a.clustered effect with the existing structures. 2c. Payment of County deer range mitigation fees. �� � I -•f �E Pio Pos � /19/; C.Ast QST yogic- �� G, I� 2d. Conformance to fencing standards as presented. to the County by the Department of Fish and Game. 3. In the event First Party, any successor in interest of First Party, or any person in possession of the property described in Item (f) of Exhibit I violates or fails to perform any of the conditions of this Agreement within thirty (30) days after notice thereof as provided in Paragraph 5, the Board of Supervisors of - Second Partymay instruct the County Counsel of Second Party to institute- legal proceedings to enforce, the provisions of this Agreement: The Board_ of Supervisors of Second. Party may also initiate proceedings to rezone- the property to the- classification specified in Item (b) of Exhibit I.or-any other -suitable classification... 4., Notice- of violation of, provisions.. of- this Agreement- shallbe- • sent_ to First- Party, at_. the- address --specific_- in- Item.. (d) of* Ekhibit 1 and.' to the,- street- address- of- the= property • described- in Item- (d) of Exhibit 1. Any. subsequent: title-- holder; any. lien- holder;, or- party; in • possession of the- property -- shall also receive-., notice_ of such violation at an address other than as specified. in Item (d) of Exhibit 1 by filing with the Clerk of the Board of Supervisors of Second Party the address to which the notice is. to be sent, with reference to this Agreement and the REsolution authorizing its execution. 5. In the event suit is brought by the County Counsel of Second. Party to enforce any of the provisions of this Agreement, First Party agreesto' pay to Second Party a reasonable sum to be fixed by the Court as attorney's fees. 6 -. Each and every one of the provisions of this agreement herein contained shall ind and insure to the benefit of the successor in interest of each and. every party hereto, in the same manner as . if they had herein been expressly named. IN WITNESS WHEREOF, the parties hereto have executed this Agreement. the - day and. year first above -written. 10 M STATE OF CALIFORNIA)ss. COUNTY OFr- On -lpe-- . i �.. ,� \a before me. the undersigned, a Notary Public in and for said State, personally appeared proved to me on the a basis of satisfactory evidence) to be the persons who executed the within instrument as Of the President n-.8---weiapt, on behalf of C7 C—D ��PrC_rt P�y t P1 --n O t,--) the corporation therein named, and acknowledged to me that such corporation executed the within instrument pursuantto its ■• Cy(�THIA A- COLLOT •'I tax , o-� Board of by-laws or a resolution of its board of directors s` NOTARY PUBLJC.CAUFORNIA V i=1 JAN N Z9 1991 Butte Courcy WITNESS my hand official seal ■a' Od, 30,1992` 21 tip J Mry.Cattab^ � 121 �,tatatata����t���as����ta�ta�tta�td Signature `✓ (This area for official notarial seal) VVA# �77 DI)AT Ig I . P?6 S , old 7a BY/cd A1e7"J Gu OIN4T Ho u & IF Ncr ��IiMlTTEO Tay comolwrloN& OF Retame (;7mi.tsAome)v �NE2E D �D GUEST'444�(4sc COM*rZi No PlFiZM%T Io NF(,E N � a of � ReQD OMie.c �-7�'7u6 93 �P�PossD Ke�.�s� A#j gut(r. ov6R*(e*) gcock ST�tcc�Tu �,e� BUT rjo7m �F GREST 449-asi; off- f9 �; r 7 D A f &f -s -r f/31l, � �3 FF6 Permi.t•. Applicant:: JESSEP= t�)NP<2Ds Permit; No`., X3-788 A -P.. No,._o36-15`+—007 Date:-- Th-L-- ame=:, The• above-- cefe:renc:e:d' building plans. we•re� reviewed! by^ this: ofEi-ce- Pr:o.vide! ad.ditlonal_ in:£ormatiom and/or. make- revisions: to: plarrs, spec:i£ications!,• and* calcmLations_ as, follows: �c 14iL C� Z O w rw INUZ c, rn � N mum �- 3d C.�ru NC IIJs��o►J 1- • , ��� � ¢� �Dt�. c-►•�bY Com p�t,k�u�. rE yom wish to: discuss any- requ:.rememts,. you: nay- contact me at (9=L6) 53*8=-?54.L hetwe:e-n_ 3':.0 0: PM! a;nd: 5:.0 0: PM-?,, Wanday} th.rougii:: F'rid.'aye.. COUNTY OF BUTTE - DEPARTMENTOF PUBLIC WORKS 7 County Center Drive - Orovill(L C�.41ifol°jnia 95965 - Telephone: 916/538-7541 APPLICATFON SND PERMIT PERMIT NO. 92-4316 ASSESSOR PARCEL NUMBER 041-470-106 ZONING FRIO BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION 3068 R 165,672 OWNER'S MAILING ADDRESS 3845OROVILLE. CA 95965 2649 UNE 79,470 CONTRACTOR'S NAME UNKNOWN TELEPHONE 601 M 10,818 CONTRACTOR'S MAILING ADDRESS 186 C 93 0 120 1 302 Fireplace"Ait 3 4 500 . CONSTRUCTION LENDER NONE UNKNOWN Total Valuation $ 262971 LENDER'S MAILING ADDRESS Filing Fee g $ 15.00 Permit Fee $ 1168.00 ARCHITECT OR ENGINEER NONE LICENSE NO. Plan Checking Fee $ 584.00 Ener Plan Checking Fee Energy g $ $ 20.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 3845 LIME SADDLE ROAD OROVILLE Permit fee $ 1787.00 PLUMBING PERMIT Filing Fee 15.00 Each Trap 131 5-00i 65.00 Solar or heat pump water heater 1 20.00 LOT NO. 2 SUBDIVISION NAME PARCEL MAP 125-40 Water piping 7.00 7,00 Each vias water heater or vent 7.00 7,00 USE OF STRUCTURE SFX1 Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S I G I W @ 15.00 TYPE OF WORK New Ik] Addition ❑ Remodel D. Utilities ❑ Installation❑ Other ❑ Describe work: IBR (+ UNFINISHED) _ Permit Fee $ 114.00 Contractor ELECTRICAL PERMIT FilingFee 15.00 Main service 200A OR LESS 18.50 18.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service 200A TO IOOOA) 37.50 I NEW CONST. / DWELLING OCCUR.&) OR ADONIS. l ACC. BLDGS. r 3.6asq.ft. 128.40 NEW CONSTR ULTI.OUT LET NON.RESID BRANCH CIRC ITS @ 5.00 POWER APPARATUS &) (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20 1 761 Ex. Occup. OUTLETS (RESID .)OR EA.) I 3.00 Temporary service 15.00 15,00 Mobile Home Facilities 15.00 Misc. Wiring g '15.00 Permit Fee $ 176.90 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 Vf Consent to Self -Insure. shall not employ any person in any manner so as to become subject L� ' to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FilingFee 15.00 Heating 9.00 DUAL PAK Cooling g 4T 16.50 Hood 6.50 6.50 Ventilation 4 14.50 1 18.00 permit Fee $ 65.00 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, inde fy and keep harmless the County of Butte against all li 'e ,udg ent , c sts, an expens s which may in any way accrue agains s Co my n on quen a th nting of this permit. X q,� Date Si nature o Applicant - Owner❑ Contractor ElAgent n oSH i of ruc u estoverr3gstoriesoin heagvfattions over 5'0" deep and demolition or construct- Mobile Home Installation Fee S Energy Inspection Fee $ 40.00 occ CONST TYPE TOTAL FEE $ 2182.90 HAz DFEES IMP FLOOD CDF PARCEL PD HO ISSUE This permit is hereby issued under the sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date applicable provi- � resolutions to do have been paid. WORKS -Date Receipt No. 122897 - 662.25// WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT r �.:++w+`!i'aKt{rt.rr�r..�+^t��l". n`ti.�.z `•��yi�77.w7. f4.f r}"i'T.y�ati.,;;.-rpl-lYt.t(�y"'�tib,��1'�yfef}NY',�.�-'yr1'l� '�'...: "c-ty.', r.�n,; .Y.. -+'a.. , .', .. ��• .. CO3 UNTY OF BUTTE.,- PARTMEN,T QF"R.UBLIC W0" BUILDING DIVISION �k• r. 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 TELEPHONE (916) 538-7541 <, PERMIT -APPLICATION DATA SHEET OWNER�i v 1 A. No. �` 4/7Proposed Building Use T Building Inspect Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted . ........................................ 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3. Complete plans, 3/4 sets, signed by preparer of plans . ..................... . 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............ . 5Hazardous Material Form . .................................. . e7. Energy Design Compliance and supporting documentation . ............, SI .... . Statement of Intent for Non -Heated and A/C Buildings . ................ Engineered truss details and layout in duplicate (required prior to plan check). .... / 7- Mobilehome factur r' i stallat'on nstructions, 2 sets. ........... Fees of . /P�0 !.(p�........................... 1. Impact fees as shown on attached schedule . .............................. 12. California Department of Forestry plan approval/fees. ....................... . T_ Flood elevation letter (100 year flood ;, / lifornia Engineer . ................. . 14. Sanitation and plot plan approval (J Health Department . ............. GAF 15. City of Chico plumbing permit . ........................................ . 16. Plot plan and business license appro rom City of Biggs/Gridley. „..�� ........ . a 17. Planning approval for (A) Use: (B),Parking: FIS 10 . ........ 18 Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). . Qp8'% Pre -Inspection reques- � 20. Pre -inspection for required. .. to Building inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22 Certificate of Workmans Compensation Insurance . .......................... Owner -Builder Verification (Given to owner , Mail to owner ). .......... . _,_24,.,Recorded copy of Agricultural AcM led eme tatement. ................ Letter of signature authorization. !t!...... F�G�i . ................ 26. Copy of recorded deed of parcel creation and 60 right of way o a public road. .... . 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access. "..............:..................... . 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. P st..................................................... 33. 34. When issue the mi , pr l Telephon Other Parcel Creatio Acreage as follows: Ma id hold for pickup at 7 Mail to contractor. _ office Delivgr with inspector. Date Copy of Haz-Mat form sent Health Dept. Fire De 't. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following dataum st be submitted prior to permit issuance: ( ircle neitem not hecke abov 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone —mail Counter by _ Date .Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder . `3 Copy - Department of Public Works COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORSS — BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 — TELEPHONE (916)5387541 ?ROPOSED BUILDING USE A.P. N0. DATE �; 2- Z/� Z� REC. # DATE REC 1. chool Distric Fees/* �l/w / /5 �(paid at District Office) ........................... -2 Sheriff Fees, (paid at Building Department) Residential ......... 3�a _ unit amt. Commercial(per sq.f t.) X =$ sq.ft. amt. 3. Urban Area Fees (paid at Building Department Residential (per unit) X. =$ T units amt. Commerical(per sq -ft.) X. _$ sq.ft. amt. 4. Recreation District Fees I (paid at District Office) ........................... 5. Drainage District Fees ` (Contact Land Development) „ 6. Other 7. Other At time of permit application, I was advised the above fees are required. to be paid prior �o issuance of the permit. .kPPLICA DATE 1 F RESIDENTIAL PLAN CHECKING GUIDE 8/91 (S.F., - DUPL�X & MISC. ONLY) Bldg. Permit # Yom' 14•i� OWNER A.P. #1 7= O l Plan Checker 'LS GENERAL PV ning requirements: (sideyards and number of permitted living units). luation.ans signed by designer.oper description of work on application.'isting violations on property. ems on data sheet. (W.C., fees, Health', Developer Fees, License law, etc). Recorded notice of violation. PLOT PLAN mplete parcel size and dimensions. T Setbacks, sideyards, easements, etc ther buildings orstructures. ding, fills, drainage. a Flood hazard. e ;-Sp raciall conditions on creation map, (noise, CDF, fire sprinklers, non-comb- ustible, and foundations). �EAU & FAS road setback. -8-7'-Building or utilities across lot lines (Record form). _ FLOOR PLAN Complete to scale plan with `dimensions Required windows. -for light and.ventilation-(Sec. 1205). Required windows for second exit `(Sec. 1204),.-- Skylights 204).— Skylights (Chapter 34 & Sec. 5207). Human impact glass,, (Sze..j5406) .' . Required.room.sizes, ceiling height`s "(Sec.71207). GFCIs in baths,.garage,,kitchen,'and exterior outlets (Article -210-8). Light fixtures, switches,'receptacles, and exterior receptacles for main- tenance of mechanical equipment. Locations of water heater, heating and cooling equipment, other electrical or gas equipment. �. . Garage firewall., door size,-and,.cioser,(Sec 503(d)(3)). Je 1 - 3'0" exterior exit• door (sec. 3304; (f). , .; Fireplace and wood stove location, alcoves, -and'�clearance. Smoke detectors (Sec. 12'10).,,-, . Plumbing fixtures, water closet*,clearancesvand,shower size. STRUCTURAL.DETAILS a }, Standard bracing or'engineered'design (Table 25V)'- ' Unusual shape, size, or split level house requiring lateral design. "Clerestory requiring balloon'.framing and/or=engineering. - i Three story building requiring engineered calculations and plans. D.: Foundation plan complete enough to construct building. - 6. Floor construction details complete enoughtito_'construct building. Elevations and wall construction details complete enough' to construct building 8. Roof construction details complete enough to construct building. Fireplace construction details and calcs if necessary. - 10. Rafter ties or bearing ridge beam. 11. Garage door or porch header'siies.. ., t -P2— Stud 'heights.' =~' .43.Adobe soils special`foundation design. 14. Retaining walls requiring design: 4 15. Special Inspection required: t� ; a � % 8/91 RESIDENTIAL•?LAN`RECKING GUIDE MISCELLANEOUS'ITEMS TO LOOK OUT FOR Stairway details: landings, rise and run, head clearance, handrails (Sec. 3306). Guardrail details (Sec. 1711 & 3306(j). Brick or stone veneer (Chapter 30). Exterior plaster - weep screeds (Sec. 4706). Proper roof pitch for roof convering (Chapter 32). Roof covering type - (fire hazard). Foam insulation - protection. 36" halls and stairways. Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. Two exits on three-story dwellings (sec. 3303 & see Mezannines - 1716). . Attic access and ventilation (Sec. 3205). 1 nderf loor access and ventilation (Sec. 2516). . Combustion air for fuel burning appliances - L.P.G. . Noise requirements on duplexes. 15. Energy design. Flashing at all exterior openings. ®� OF responsible area requirements. 4�' Tom• requirements. mo > 157 5 dePi� `yY%�z' • i utte Count BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY.CENTER DRIVE - OROVILLE. CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 538-2140 4 ' Jack Duffy DATE: May 19, 1993 3845 Lime Saddle Oroville, CA 95965 i RE: Proposed Residence Dear Mr. Duffy: A.P: 041-470-016 B.P.# 92-4316 With reference to the above subject, attached is: [XX] Plan check list [ ] Red marked calculations [ ] Red .marked plans Other: ACTION REQUIRED: [ACX ] Comply with plan check list [ ] Resubmit plans with revisions as required [ ] Resubmit calculations with revisions as required. Remarks: If you should have any questions, please call (916) 538-7541, between 3:00 & 5:00. cc: John Randall Very truly yours, . ,., JohrY H ry Plan"Check Permit A li-cant:Duffy'Permit J PP -Jack 92-4316 , A.P. No. 041-470-106 Date: May 19, 1993 The above referenced plans were reviewed by this office. The following items are still required prior to permit issuance. 1- Apply for fire sprinkler permit per Parcel Map requirement. 2. Show location of P.G. & E. easement on plot plan. 3.. Pay Water Tender and deer mitigation fees per Parcel Maps. 4. Plans must show a footing under linen closet wall which supports roof trusses. 5.. Clarify 5'."1/8' x 14 glulam beam at living room. No such size is available. 6. Energy compliance is inadequate. Provide a computor analysis which demon- strates compliance. 7: Provide support for rafters at the right side of the foyer. 8. The exisiting guest house requires a building permit if constructed after February 1, 1962. The property°owner must sustantiate the date of construc- tion, and obtain a building permit if built after said.date. J 9r. Clarify setback at truss TRC1. 10. Refer to permit application data, sheet for additional information. Be advised that the building permit application expires on 12/15/93. -r 'GT CHKD. BY ... _...... ....DATE ._.--...__... SUBJECT SHEET NO..-----.. OF - ........... JfldIM. _DATE —............. .......... • --- ---- _ — ---- _Dv .. ,.............. L� 1e F L T ENGINEERING 5790 CLARK RD. PARADISE, CA 95969 (916) 872-0254 -r /-iv 1F / Q�pf ESS/1pN� mac; y rn No. 3 Or CAS Q�\� 3),r /fix 4,0 (70 POP— ' /Z:27s,4, a. x'," O. P� y�vovo — P.4 v s P,�oDlJCT Ste, /7-y' 7- ' /- 9p-? - A t% 5OG77r -- ,�.5'Tiy � <3O7J �%lvis,y� re -27 IP rCo 4vTwC0UNTY APPRO ED ✓Rfl - s ���93 �-r A LT .... -aY ----•--......._....------DA TE...... ---L ......... SUBJECT ..: ___...................... - ................... ---- ........... .. SHEET PIO..._-..-:_OF...._----•-- f ZD Z/ GHKD. BY ........_._.-._. DATE ....... ............... .. _..... ................. ` _---- ................, - -------._.._... ................. JOB NO; - ...- - -- -- -- - - -- --........ ............................ ........................ ............ _............................... .............................................................. --.._..:._..-:......_..-.. -- ------ �vGr�6� QTS ��f-GL J'p s E- l��3lG',cJ�D %l'S •� .4.,' 77,L GotcJ� C.�,v�'7Ltvb',:0 �•�A/�/g�.� � �c�15� �z`���r.� �,�F- �D�av�r�- �� - T,�IS ,�3��. ' —. •S'E'c- �c�c''/¢� C�IT��/yf � �h'�"�`r• / — f� r�Cfl�� � . C fisc s � . Gam/ w77,.G �%iv. ��� ,D/s'Z�9-�cc - Dvr-s�v� >�itc�; ��v ��c� — . - • Z " Ap G/rG7vi�l. '_. 101 �• /• — S'E�- j�Gt�g �lS'T.¢,�%GE /oE?�vf 1s fix, 17' --- ' 7 � f ,OvT laF v� /JPp. rb Logo%c�ys f' J�%'r��Ts ffP�Z�vi� 3 � . ST�r�Gr, � novs Ila, HY - -t•F `^ L _._ . SUBJECT - ----..._ - -- --- --- - SHEET NO.._..,- --.. - DATE ._:. Cf9KD. Bt!' --------..DATE .:..:................. - •-------._..: ...._..._ __:_.- " .._--•- ----•-•---•--_... - JOB NO. 2/ /r Zxl c� 4r—, - ww @..D'Zl6x 1123 .� 1, _' J`�: /•rte 3 ,�. l�' 33 { 71 Z// 10 YZ 3 l.Zf`x J,33 G kG' j, 30,E lI 33 _ IV /Z e Siv t ���•�, 1.��-c�l � —�Z�c 6 v,� 6-�6 ...�iG.S ... -- ....... SHEET NO. �_`� __. OF ._.../6 . SUBJECT.SG/ BY.--- _. BY-----• -._---..RATE DATE - -1 . �Z_ ........... xHKD. BSf ...-------..._... DATE ----• ................ ' .............. ....................... -................................... ............ - ................ JOB AVO... -_:..._Z© ZI- --- .. S � /,vy Srv,,os � G1�i_•c��otu, �S'rvos TO � =Z�c, —Zx �- - Giarc�y� ;z�ir. %vrZ70 . 14/ _/O•�L>x �J- f �� +l% _ �% �S'� -i���' Loo F1 e 14 01 Fq-x 2 , oz ¢ � o� z z 7e �- L oma . pop 14z r) x r = 3d s, - X.3 Zc%J 2r 64 Lr DATE _?/ ._._ 3�p2 SST acs BY.. _.-..--••--•---...-...-.. SU2JECT..----_.._..-_..-•-----._._..-----`•---_...._..___. SHEET NO. -_ OF --•----._- DATE._..... . ........ ......... - - - - --.._. -- - --..._.:._..._..-- ---.:_......._.._. JOB NO. ---- /vd,?L_ e 11411 1�l )27 — ft�'�S'viyE � S7 S /.A) �'Tvr> �%.hGG: c✓�GDX o,c-) 6ic /.3/0less Z 10L -� � � _ 3� - 3. ! X z — ZQ � ,--• �s's'v�/� � 6 x lZ C�a,c�% �'`z', 6Y---- ----- ,.�._-:.DATE. ------•-_... SUBJECT -- - ------ _.- __._...._..._.- _. SHEETNO...--_-0F._.------ �F>HKD. S ...--- �_ DATE ...._....... _..... ...-•---------......................--'-.--....-- •---.-.-..._.... ------ _.. _ JOB NO. _..__.• ZOZ/ � --......... r-...... ......... .:................. .......... -•• :--.............. ... .............. :..... _........................................ ......... _-........... ---.. - - --- /o. 10 6n1Z��3o,--l;J3 - //2:/a f,�s ax /0 f o 3 31P -t. 5t �-S'Q . ALI PDJ'Cfj' /779 .6,, . f o1'7- Z 3 1-r//=.,/�— /3,��12 _ �'��.�-� �/�,, a:Z3.�Po�'�-mss /�'�:17/,v3. • r = 3. Pox /Z111.3 Ia9 I'Ll -D4 1: Svc = -D/zx z9`z t, o/Ox dj: ADL , O/Z x z9 t CJ/D/eZr- a /.Pl 1-x q04 ;q04 /DX /D, r/Z = OF, 6g X BY..� __--__.._.......DATE.--- ---•-_-- SUBJECT..._-.._.._......._-- GHKD. Btl' - - ........ DATE.-___..... .... ............... __....- -- - .:........._-:-_..._...:__..._.__ SHEET NO.._OF _zl!�- JOB NO.-- BY_ --•--_:_._----.._,..._-DATE --._. _------- SUBJECT .-----.._.......... ......__.._.. -_.-. �.-.----•--.._ SHEET NO. -_ OF-_.--•- JOB NO. _ 6.0 3 130. //. dam- Zx 3. 0-- S. ¢� K 3:6./D x/Z/6Gx X1,33. _/O.73iv3 %ey 'ex �. ILI" e C rl', Af/ 10 x Ir -6 x . ��o. Ts la -le x LCF�4'7r-�I oll= /� f0x-Z;as — 4 7,9 A-V Cf = , Sox pox , Z�"� � 3.1. /'•' /349 DL - Ae s ��� � — �¢scv;Y� � �z X 9 x O lD �v�`f -,4•,� , Comer.; /-�S' l76 t LL z CO3Z,e t.,O/OX Zo,-,AVX /01x �?rZ ell 7rx �G') Z �ti J�S CSP, ��� � — �� _ � �� f� _ �, /� K— �•— �� .�, v S • - � ° SGT ��� �r,����r. �-�� s �o - 16 . DATE ........_.... ..... SUBJECT ..... - .... -..... - ..... ...... -- - :.....--- -- -- -- -- - -.. SHEET C:HKD. By: ................. DATE .......--- .------- -- ZO L .......................... ................. ._................................ JOB NO. Fid' - • . u,�� _ � , / T'� 1.4``K Z @ , �" pfi - �x ��✓� 30 � Prrs r cozvs�s . ?ex rhA>CF - /pG, ¢'rx.Z.r-= li/34ec1- Zg-3.0 9o�iv? 4 1/e; 2 — 1-f _L_1_. �. — G[�DL = , /�P7- : , D/O x //�2 �� - Z .ac ,.2�2 x /D, Z� f . �'� ✓D, Z f = /a�. 3�j'/'e' QrT Zgz /O.21 f, VT (Z�Z3t�3�, Z7IZ t - pG f Ce)G — f _ 36, 0 t , x ; Z¢Z.x 6 x /v. 2F - .?7 ,?I' l 700. COGGZTQZ-'S -Z —L = ..3 x J • /i//c �33,�(= /D, cT>�jl O�%x 3 ... .......................... GGS .................... SHEET CHKC. Z3,Y..... _............... CYC T c _..................... ............... ........................................ ..................... ....... _............... ..-.._..................... jo8 No...........z--O 2.C_.-- Cvrv!✓ , D/� 5174-,dS TO CfoL_s ,+� Z,,� em &p/777, 6 SSG/CS B 6-774-), PP.0 TS - ,aa TC& TD Rz S7 Ca�.v � t�osrs j -o 6x /Z w�STGz/� JJ �ovr�F- -4 2x rel -fir �� �IiST �U �O,�Ti�G ice¢/q7'c� L`3�`/LtJ`ST6L/� 7;4 Z- I �-/`1Es - ///l.�y' /`t. — asF e {Oosr-r & rw,- IYO 1`�i1-rsJcz.�� Grp%}fD d'�4 LT. '0,�6�,.�Z J ��� "cD,� E.{ , .�/,� E• Gv� d�� � ��/Z. �,covlDE•2�f" c� 6 x /Z To Gx � f drr -,fT li �,vO,�FG�'3S/J e -&'S' /,C,;'sc 6 ST�J�S ,SCF 6x6' 1�aS� orrr ,vol j�GOD� D//�Pt�, - `��¢ �G,D'r T �Ct , t✓�/OcL e 6�/D� Ts a,�Ee-� s Tel To,- Z�- �GorJT. ... _-.......... .................. ....... .------- ---.-_._.....__.-- SHEETNO... OF.----- CHKD. S4 ................... DATE ..... --...-_._ _ - - =--. .... _-----.: J08" NO..--- Z_, 14, 1�odTJ�y'. �,�rio 13.t-sE .i %zX 7,x ''Fy-�,J• Of T� _1 Zv4f_cI>. 1--,!n • ,�DG,�'�. `J�I� dv/�¢ ?�7 L• • SGL - G� : (/ //pb�p .��c Ems' S. �d�//�E �.t�- /t'OD L . Z�c 1�-•�• �OI.SlT //% G/.�J� leJ/�j-�'L z�. �� r,�•�%,. f-/cacJ.c�, To �x ToP� " ' �GY, TO �/l1 ✓� .— /D� -. G��f=P'�itGll�'. -- G'�o =. D�x 13.3 �. /Z�� z G %ate /- I%D.L /D� m • e- ry /Z//y ✓,j i�r ✓ ry SGT �PIZ GGS AY_-__------•------•--nATE.... ....._ .... SUBJECT... ._:......_.-_-._...__ .--- - - __- SHEET NO._--/3__.CF'--:-/­_-_ ZO•ZI CHKD.8'Y_._... _GATE..:`- :.-:._.. _._..... ._.-..._ .............:..._... ..-._.....-.__._....-.. - - - JOB NO.. --- -.__�_ . Z,14. 4V,,f4L �'LOo ,� -=- � � t 3.73 - �,33 Zpzo UsEb. Y�Zx4,�gqrv�s 1�-oOPs ��t'T��• /6c� s � 9 0 .G, i¢ -.S ,��7��� • � - Si�l--� 7 d • s /.��5'P';v dJD f�I� Br sT9 421VX Zo/z • ,�oo� �c-,Q. w,t-� - 4/ ly - (.eG-lJLr�•fJ /�S �-OGG6zT0.� — - BEAM DESC.RIPTIOhde 13LULAM @, INTEF.f SHEAF:'. +,WALL. OVERALL BEAM LENGTH (FEET), i'3 D I STANCE TO LEFT SUPP0F'T (FT DISTANCE TO . F: I i�HT SUPPORT _(FT)—i. V9 } (D I. STANCE- MEASURED , FF'OM LEFT -END). LOADINGS LOAD DESCF'IPTIONe DL + LL . UNIFORM LOAD . ON CENTER SPAN (F'LF) .• ....., ....... 1120, LOAD CALCULATIONS REACT I ONS.,* _ 10,V 640 FOUNDS. LEFT. SUPPORT V. 2 /7, OZ /V, F' I GHT SUPPORT= i i � 9 640 POUNDS. MAXIMUM MOMENTS AND. SHEARSn + ' ` DESCF: I PT I ON' MOMERI'T (" #-Y SHEAF' ( # _ LEFT -SIDE OF LEFT SUPPORT C) c_a RIGHT SIDE OF LEFT SUPPORT i � i t;, E,4(_; LEFT SIDE OF RIGHT SUPPORT i i -1 C. 9 Glc ' RIGHT SIDE OF RIGHT, SUPPORT C) CENTER SPAN AT 3.5 C r FEET FROM LEFT' SUPPOF:T —Sir, 540- ' MATERIAL PF'OPEF'T IES ELAST I i_: ,MODULUS (MEGA F'S I ). ,. a . e - 1 . 8 ' ALLOWABLE ,' BENDING STRESS (PS.I) ... 'X.'400: r ALLOWABLE HOF' I Z .. SHEAF'. (PSI) ... e . 165 ..ALLOWABLE' OVERSTRESS (V),-. •MAXIMUM ALLOWABLE STRESS., (PSI) .•, '2'4 C-) � ^ MAX I MUK ALLOWABLE SHEAF: '(PS I) o .. e 165: SECT I ON_PR'OPERT I ES FO,F', A. `,. 15 { 19>•5 . me O,2> , 6�¢ X /p.D BEIUD I hdG STRESS (F'S I) o .. ... 1 9 'D.i i SHEAF; STRESS .(PS i r . ...... 1 C 7-7 Ar DEFLE_ T T OILS BASED ON F NO. OF 111ATR I X POINTS'-USED I N' THE REAL MOMENT APPROX I MAT I ONS, THE Ai=a=:UF'AC -,OF . . THE .CENTER BEAM MAXIMUM DEFLECTION POSITION IS FLUS OR MINUS c FEET MAXIMUM DEFLEi_TIONSa DEFLe (INiHES) , POSIT. (F,T? i_ ENTER SPAN o.58. 583 9.50 DEFLECTION. FAC=TOR CENTER SPAN / MAXI.MUM DEFLEi_TION= 394.95 LOAD I NGS: LOAD DESCRIPTION DL ONLY UNIFORM LOAD ON is ENTER SPAN (PLF) ... ... 46i ) LOAD CALCULATIONS REACTIONS LEFT SUPPORT -_ 4,370 POUNDS', RIGHT SUPPORT = 4,370 POUNDS. MAXIMUM MOMENTS AND SHEARS„' DESCR I PT I ON MOMENT'( 9 W) SHEAR(W) LEFT S I LSE OF LEFT SUPPORT i � ` 0 RIGHT SIDE OF LEFT SUF'F'OF:T ): 4, 370 LEFT SIDE OF R,I GHT SUPPORT c?. —4,37o Rl 13HT S I DE OF R I GHT SUPPORT CENTER-SPAN AT 9.5o i FEET FROM LEFT SUPPORT—'�i � 9 75e c_r DEF LECT I OPUS BASED ON NO. OF. MATRIX POI NTS USED I N THE REAL MOMENT APPROXIMATIONS, THE ACi_:UF:Ai=Y OF. THE i_ENTER BEAM MAXIMUM .DEFLECTION .POSITION. IS FLUS OF: MINUS i)' FEET..'' MAXIMUM DEFLECTIONSo DEFIL c: I Ni HES POSIT. (FT` . i_:ENTER SPAN ii,._'4 ':.: 5 DEFLECTION FACTOR -CENTER SPAN i MAXI MUM DEFLECT I ON=SB F;1 ,.,F ,_ . y s Z7� ,, SGT' �z S'r�c�: � • 9Y -- ----....... DATE ...._g/.........SUBJECT..,__ ._... ..... - - - -- - - ------.._ .._._.._..._. SKEET NO. /6 - OF .-- HKD. BY:....._._..._.... DATE ._._......--.::._._._.._..----------------_:....--------... .............. ..... JOB NO.: 72 'C- /'/ 7-90 C06t1i' �fC� � GCJ�GG �.�IP�LE ZX �17�I�S Ar . c, !7/LT7 F-GP/l.� �oLT %� �Gl`,�,So�tJ) - • �%sF � �T�-�S o� �G _ ZO�OPS/ �= 3263 (j G 30 to-so". •soy t•oo� 38:7. G 30 �4? FT X 273 Las 7/ t/R171 —G 73 x/93 ' 3or ,o► 20 f�sSun��O fi ' �(R ul,+a - wl ry T d NO 0.0EN/N6 5 16, +fC� .f{ • '•:: r :'.kelt=r.:::;:: � !7, ., .u''k��7s,l.i • r�:3;1.,+�,'`�rl:.o;?i°r;�.: ;�i;�. ,}; : I ;.. 1 •. Ate ;ie'� ..:i: � it �.. - '�• /G _R .77 }r! .p); •`:.. � . iii _ :� u::.:`�' � •C�' i.i. �.: ``It: T:y' ••i. F!1_,,.' ye;;�K,�/",;�_ ,`�T'','•.�a..a:P''iQ :':fi;''.'r .,,�y.. .f,•F .. i - •�:': .:,, •tr:.• ® EPS -; ou ..... ...... .ifj .. �4 ,.c a •( 1 o« H ec : '!".k'tP.."'T7J�:aAP'_'Tr• 7S� '.5e.:i:yn}iMIW.•hww'. �. :�;afi�r:?.Ni7.`F:a�.w'4f.Sn.+./t�G:�tl*�t"S�#ti.-...k'.Lsl �s'74" �',�MRr �'-��v4Y. .. ' � - - • '' ===<<<<A.C.E.S Version 5.7>>>>===========[ 118359 ]============<<<<TROJAN>>>>=== Customer : RANDALL-DUFFY Wed Dec 30 15:42:02 1992 Project #: RAN-DUF Truss -ID TRA Family # 31 - Span 24-8 Quantity 1, Top,P 1&H 12 FORCES - LOAD CASE #1 REACTIONS - SIZE AP IES INC. 1-2==1207 5-6= 539 2-7= 82 1=-990 5.50 ��N ��,� Y 2-3=-603 6-7= 1072 2-6=-608 5=-850 8.00 ti 3-4= 0 7-1= 1072 3-6=,370 4-5=-236• 3-5=-788 99 9 DEC 3.1 1992• Cl +. i 9lF OF. CAt.* PLATE OFFSETS (X=LEFTY=TOP):[j6=3,2], I2-0 I 8-8 16-8 24-8 8-8 8-0 ► 8-0 t 1 5X8 3 1X4 4 i r EXPosE 3X5 8-8 I 16-8 I 24-8 8-8 8-0 8-0 L. HL TO PK:18-7-1:0 LEFT HEIGHT:0=4-2SPA` N:24 8---\' RISE:8-8-2 RIGHT HEIGHT,:8-8-2 LOADING (PSF) MAX STRESSES' " " MINIMUM -GRADE OF LUMBER L -D TOP 3-4=0.984 TOP CHORD:2 4 No.1 .91 DF -L TOP 20 10 'BOTT 7-1=0.79.7-• BOT CHORD.-2*4 No.2 91 DF -L BOTT 0 5 DEFL.@7=0.05'< L/360, WEBS :2*4 STUD 91•DF-L ------------------------------------------------------- SPACING SPACING : 24,:0 in. - o,. c. REPETITIVE STRESSES NOT USED NO. ,OF -MEMBERS LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE t 1 1.15 1.15 UNIFORM 1- 4= 60 5-'1= 10 _ 2 1.15 1.15 UNIFORM 1- 4= 20 5- 1= 30 WEB 4-5; 2-6; 3-5 BRACED-at-l-/-2-POINTS-AS-SHOWN-ABOVE, Note:Use lx!'4 0 2x3 Cont.Bracing conn,-N/2=8d-naa_ls,or T_br_ace-of-;sarr size and grade con ow w/1'0d'hai-1 6 -in --------- 0 o c t �PL`ATES ARE=BEMAX'20-180,114 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL'(-EXCEP-T_AS.SHOWN) a i PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, UBC-ICBO,TPI 11 -91 TOP"`CHW BRACING @ 24" O.C. .UNLES:SI R:IG1DLY SHEATHED,BOTTOM-C-HOR- �CO�NTLN.U.OU.SLY=BRACED,.a@_�1-0�0'.�0_._C•.�UNLESS-RIGID-LY SHEATHED_./'I;ATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR -ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH .IS' ALWAYS- REQ:D) REFEF. TO TPI PUBLICATION 'HIB -91 BRACING WOOD TRUSSES C.M14ENTARY AND RECOMMENDATION;'ANP CONSULT QUALIFIED BUILDING'DESIGNE k.>kti3�;.' , �"''.zrsS�.:�...u. :siPi.• •ry;_ , h.�7�a.1 a s <, , y i SPAN:7-0-13 RISE:3-10-8 RIGHT HEIGHT:3-10-81 LOADING (PSF) ===<<<<A.C.E.S Version 5.7>>>>=__________[ 118360 ]======='_====<<<<TROJAN>>>>=== Customer : RANDALL=DUFFY TOP CHORD:2*4 Wed Dec 30 15:42:12 1992 Project #: RAN-DUF Truss ID : TRA -CAP Family # 20� Span 7-0-13 Quantity : ------------------------------------------- 1 Top Pitch 6. 12 ------------------------------- FORCES - LOAD CASE 111 REACTIONS - SIZE APPROVE USTRIES INC. ' 1-2= 0 3-1= 0 2-3=-201 1=-300 3=-234 5.50 8.00 p� Q� REFER TO STANDARC PI66VBAC�Y DETAIL FOR CN,.:�-- EIEC 9 1 1992 • CIwv �OFCAt� 1X4 9 r-7-----0—-1-3---\ 3X4• '7=0=1-3— L. HL TO PK:7-10-13 LEFT HEIGHT:0-4-2 SPAN:7-0-13 RISE:3-10-8 RIGHT HEIGHT:3-10-81 LOADING (PSF) ---------------- MAX STRESSES MINIMUM GRADE OF -LUMBER s L D TOP 1-2=0.883 TOP CHORD:2*4 No.2 91 DF -L j TOP 20 10 BOTT 3-1=0.442 BOT CHORD:2*4 No.2 91 DF -L BOTT 0 5 DEFL. < L/360 WEBS :2*4 STUD 91 DF -L ----------------------------------------- SPACING,: 24.0 in. o. c. REPETITIVE STRESSES NOT USED NO. OF MEMBERS = 1 LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER. PLATE TYPE 1 , 1.15 1.15 UNIFORM 1- 2= 60 3- 1= 10 2 1.15 1.15 UNIFORM 1- 2= 20 3- 1= 30 PLATES ARE BEMAX 20-180,114 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETR I CALLY (EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, UBC-ICBO,TPI-91 TOP -CHORD BRACING @ 24" O.C. UNLESSRIGIDT.Y-,,S-H-FA-T=H,Fn__'unTTr)M runAn Dr�.yV114V yr "ZO Mr.Mzr,x,), wtt!:.,KL RI✓QU1REU, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ,D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION, AND CONSULT QUALIFIED BUILDING DESIGNER. r ;...a` �'l.s'j,�_3E."-�!_:.ai...c.Ct.^.1."..n`i��,'£9+ru.1G..c.. 'r5h,,•�YifMk'`1 �t.+�u✓�::s•�•�e:Yl}.44: i . .. r 16-0 22-6 29-0 3x4 � ===<<<<A.C.E.S Version 5.7>>>>===========[.118361 ]============<<<<TROJAN>>>>=== L. HL TO PK:17-10-11 Customer : RANDALL-DUFFY Wed Dec 30 15:42:25 1992 Project #: RAN-DUF Truss ID TRB Family # sp cial Span : 29-0 Quantity :'1 MAX STRESSES To Pitch 6.712 Seat cut : 0-5-8 TOP 6-7=0.881 TOP CHORD:2*4 Bo pitch 4./12 � FORCES - LOAD CASE #1 REACTIONS - SIZE BOT CHORD:2*4 APPROVE IES INC. 1-2=-1121 9-10= 0 2-14= 1727.' 8-10= 1033 1=-1145 5.50 STUD 91 DF-L Q 2-3--1931 10-11= 712 3-14=-502 9-1005 5.50 REPETITIVE STRESSES NOT USED 3-4=-2286 11-12= 1934 3-13= 325 PANEL(PLF) / JOINTS(LBS) 4-5=-2052 12-13= 2156 4-13='-128 5-6=-1542 13-14= 1821 4-12=-216 C C-1 6-7=-1372 14-1= 0 5-12= 1379�9' N:. 19 7-8=-675 5-11=-1442 D E C < 1 1992 9 8-9=-973 6-11= 462 , 1 7-11= 893 '9 7-10=-943 PLATE OFFSETS (X=LEFT,Y=TOP):[j5=4,1.5],[j10=2,1.5],[jl2=3,2].[jl4=3,1.5], OF CAL* a ' .2.0 5-0 9-3 14-6 16-0 22-6 29-0` 5-0 4-3 5-3 1-6 6-6 6-6 3' 5X5 3X4 3X6 3X6 6 . 1 ` lb 7' fXPo5F. O W /NQ 3X4_5-0 9-3 14-6 16-0 22-6 29-0 3x4 5-0 4-3 5-3 1-6 6-6 6-6 L. HL TO PK:17-10-11 INTERNAL RISE:4-8-3- LEFT HEIGHT:1-8-2------_S,PAN�2-9_0_�__----RISE_9_8_2-----_-RIGHT HEIGHT:9-8-2 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 6-7=0.881 TOP CHORD:2*4 No.2 91 DF -L TOP 20 10 BOTT 11-12=0.599 BOT CHORD:2*4 No.2 91 DF -L BOTT 0 5 DEFL.@12=0.14 < L/360 WEBS :2*4 STUD 91 DF-L ---------------------------------------------- ySPACING 24.0 ------------------ in. o. c. REPETITIVE STRESSES NOT USED NO. OF MEMBERS = 1' LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE. 1 1.15 1.15 UNIFORM 2- 8= 60 9- 1= 10 2 1.15 1.15 UNIFORM 2- 8= 20 9- 1= 30 WEB 879; 7-10 BRACED at 1/2 POINTS_AS=SHOWN-ABOVE Note: -Use lx4Tor'2X3TCont.Bracing conn.«/2-8d_nai-1s;or T-br_ace.o.f same_s.ize-and grade_conn. to nar_r_a_+ face_v/,10d nails 6 i� IPL-RTES-ARE-BEMAX-20-180;114-MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, UBC-ICBO,TPI-91 TOZ. C-HORD—BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED; BOTTOM CHORD '' CCONTINUOUSLY_BRACED_,,,.@.,a1;0'�.• 0O:=SUNC-.-LESS RIGIDLY_ SHEATHED'._I;ATERAL—'� BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN. ABOVE'. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'D)• REFER TO TPI PUBLICATION HIB=91 BRACING WOOD TRUSSES C(WMENTARY AND RECOMMENDATION, AND CONSULT QUALIFIED BUILDING DESIGNER: 3 �_� REFER TO STANDARD PIGGrBACk DETAIL. FOR CONNECTION 6 BRACIN.0 REQUIREMENTS.. DEC 3 1 J992 II - o 5-5-11 °Fcnt*o�'\� 1-6 5X5 3 7114 • 3X4 9 3x4 7-10-3 13-0 7-10-3 L. HL TO PK:12-10-5 `" R. HLTO PK :1-8-2 ===<<<<A.C.E.S Version 5.7>>>>===========[ SRAN:'1"3=`0-1 118362 )============<<<<TROJAN>>>>=== Customer : RANDALL-DUFFY MAX STRESSES MINIMUM GRADE Wed Dec 30 15:42:39 1992 Projec#: RAN-DUF t Truss ID TRB-CAP Family # 1: spcial Span : 13-0 Quantity : 1 Top Pitch 6.7712 FORCES - LOAD CASE N1 REACTIONS - SIZE APPROINDUSTRIES INC. 1-2=-494 5-6= 88 2-6=-293 1=-507 5.50 QROFC$$jp 2-3=-321 6-1= 437 3-6= 372 5=-442 5.50 3-4= 0 3-5=-386 - LUMBER PLATE TYPE ,Q�O�G 4-5=41 1. 1.15 1.15 UNIFORM 1- 4= 60 5- 1= 10 3 �_� REFER TO STANDARD PIGGrBACk DETAIL. FOR CONNECTION 6 BRACIN.0 REQUIREMENTS.. DEC 3 1 J992 II - o 5-5-11 °Fcnt*o�'\� 1-6 5X5 3 7114 • 3X4 9 3x4 7-10-3 13-0 7-10-3 L. HL TO PK:12-10-5 `" R. HLTO PK :1-8-2 LEFT HEIGHT:0-4-2 SRAN:'1"3=`0-1 RISE:6-1-2 RIGHT , HEIGHT:5-4-2 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 20 10 TOP 1-2=0.476 TOP CHORD:2*4 No.2 91 DF -L BOTT 6-1=0.498 BOT'CHORD:2*4 No.2.91 DF -L BOTT 0 5 DEFL.@6=0.01 < L/360 WEBS :2*4 STUD 91 DF -L REPETITIVE STRESSES NOT USED SPACING • 24.0 NO. OF MEMBERS in. o. c. = 1 LOADING STRESS INCREASE LOADING PANEL(PLF)./ JOINTS(LBS) LUMBER PLATE TYPE 1. 1.15 1.15 UNIFORM 1- 4= 60 5- 1= 10 2 .1.15 1.15 UNIFORM 1- 4= 20 5- 1= 30 i PLATES ARE BEMAX 20-180,114 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) I PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, UBC-ICBO,TPI-91 CTOP CHORD BRACING.,@. -.,,24' 0=`C'—UNLESS'`RIGID`LY"SHEATHED BOTrTOM._CHORD ONTINUOU"SL'Y SRACE"D-@-1_()! 0p n r__ T_MTT.r.cc_nT�T.n.., �.,n ;,c,., . __�-' . BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE yAS1SHOWN1ABOVEL�FOR ksp 1-J ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COITMIENTARY AND RECOMMENDATION, AND CONSULT QUALIFIED BUILDING DESIGNER. 'E..i�i^': •�7r� ��"'zr'�+i. i+ �'� rS%.T�`�M� .. A�`.,n +rb: tl..v'�' . .- z. ,�' - � . i ===<<<<A.C.E.S Customer Version,5.7>>>>===__======[ RANDALL-DUFFY 118357 ]-_==========<<<<TROJAN>>>>=== Project : #: RAN-DUF- Truss ID : TRC3-6 Wed Dec�30 15:41:30 11992 'al Seat : 085-8 Quantity 1 Family # sp To Pitch 6.%12 cut MAX STRESSES MINIMUM GRADE OF LUMBER TOP 20 15 TOP 6-7=0.704 BOTT 18-1=0.971 ----__ Bo pi 3./12 TOP CHORD 1-2=-4470 BOTTOM CHORD 11-12= 4058 WEBS REACTIONS - SIZE 2-18=-166 8-14= 790 :1=-1454 5.50 AP TRIES INC. 2-3=-4224 12-13= 3778 3-18= 1033 8-13= 856 11=-1454 5.50 in. o C. 3-4=-3367 13714= 3001 3-17=-1141 9=13=-1141 4-5=-3673 14-15= 3620 4-17= 859 9-12= 1033 Z C 5-6=-3673 15-16= 3897 4-16= 821 10-12=-166 6-7=-3897 7-8=-3620 16-17= 3001 17-18= 3778 5-16=-270 DEC 6-16=-274 , F aa� 1 8-9=-3367 _ 18-1= 4058 6-15=-128 9-10=-4224 10-11=-4470 7-15= 327 t C1Vy� Q, PLATE OFFSETS 7-14=-445 (X=LEFT,Y=TOP):[j3=3,1.5],[j4=4,3.5],[jB=4,3.5],[j9=2,1.5],[jl2=4,2],[,jl3=3,1.5],[jl7=2, 2-0 4-6 -0 IQ -0 14-6 19-0 - 24-0 4-6 -6 2-0 4-6 4-6• 5-0- BRACE=TOP-CHORD`FROM-M gMTO JT: -8- §'4 -IH -�J-C. 3X715X7 18 11 1 5X8'3X5 (18 GA) 8X8 3X5 3 1X4 3X4 5, 6 28-0 3Q-0 3-6 38- 4-0 2-0 -6 44 8X8 3X4 1 � 3X5 • 0 2X3.WEDGE 16 3x8 4 D 15 14 13 12 WOO 3X4 3X45X8 11 3X5(18 GA) 2X3 WEDGE 8-0 iQ-0 , 14-6 , 19-0 24-0 ,28-0 3Q-0 38-0 8-0 2-0 4-6 4-6 5-0 4-0 2-0 , 8-0 L. HL TO PK:11-2-3 LEFT HEIGHT:0-4-2 INTERNAL RISE:1-10-10 R. HL TO PK :11-2-3 SPAN:38-0 RISE:6'-4-2' i - I FAA. MAX STRESSES MINIMUM GRADE OF LUMBER 2X3.WEDGE 16 3x8 4 D 15 14 13 12 WOO 3X4 3X45X8 11 3X5(18 GA) 2X3 WEDGE 8-0 iQ-0 , 14-6 , 19-0 24-0 ,28-0 3Q-0 38-0 8-0 2-0 4-6 4-6 5-0 4-0 2-0 , 8-0 L. HL TO PK:11-2-3 LEFT HEIGHT:0-4-2 INTERNAL RISE:1-10-10 R. HL TO PK :11-2-3 SPAN:38-0 RISE:6'-4-2' RIGHT HEIGHT:0-4-2 LOADING (PSF) L D MAX STRESSES MINIMUM GRADE OF LUMBER TOP 20 15 TOP 6-7=0.704 BOTT 18-1=0.971 TOP CHORD:2*4 BOT CHORD:2*4 N0.2,91 DF -L N0.2 91 BOTT DEFL.@15=0.52-<-L/360--WEBS :2*4- DF -L STUD 91 DF -L STR.INC.: LUMB = 1.15 PLATE 1.15 REPETITIVE STRESSES NOT USED SPACING 24.0 in. o C. NOTE: PROVIDE FOR 0.54 IN.' HORIZONTAL DISPLACEMENT AT ONE BEARING NO. OF MEMBERS = 1 LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.15 1.15 - UNIFORM 1-11= 60 11- 1= 10 t , PLATES ARE BEMAX 20-180,114 18-180,114 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS.SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, UBC-ICBO,TPI'91 -T-OR-CHORD"BRACING-@"-2-911 -O. c :--UNLESS'RIGIDLY SHEATHED, BOTTOM _CHORD CONTINUOUS, LYYBRACED @10`'-0"" 0_._C.�.U14LESS=•RIGIDLY-SHEATHED"'I;ATERAL BRACING -OF -WEB -MEMBERS; WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION; AND CONSULT QUALIFIED BUILDING DESIGNED a..x �_•:,i4=?��r,°i�.ttri:�:+�,.iA:►iw+"i..._:�"'�.D����".-'.�^fC�.i'�m.',.s t.. s _ r �. ===<<<<A.C.E.S Version 5.7>>>>===========[ 118355 ]============<<<<TROJAN>>>>=== Customer RANDALL-DUFFY Wed Dec 30 15:40:47 1992 Project # : RAN-DUF T-russ,.,IDI..",:---TRC-1 Family # sp c'al Span 38-0 Quantity 3" Top Pitch 6.12 Seat'cut 0-5-8 Bot pitch 3./12 TOP CHORD BOTTOM CHORD' WEBS REACT_IONS-z—S.IZE �' APPROVED F F S INC. 1-2--11205 10-11; 10137 2-18=-111 7-13=-14301 3263 5.50 .0 N ' 2-3=-11487 11-12= 10172 2-17= 388 B-13= 3465 10=-3263 5.50 G 3-4=-13365 12-13= 10256 3-17= 3193 8-12= 3193 rG 4-5=-14931 13-14= 13365 3-16= 3465 9-12= 388 / �T •5-6=-14931 14-15= 14931 4-16=-1430 9-11=-111 q 6-7=-14931 15-16= 13365 4-15= 1744 D E C .� 7 1992 - 9 7-8=-13365 16-17= 10256 , 5-15=-660 8-9=-11487 • 17-18= 10172 5-14= 0 - 9-10=-11205 18-1= 10137 6-14=-660 ` CIV1 PLATE OFFSETS (X=LEFT,Y=TOP):[j3=4?215],[jB44,2.5],[jl2=3,2.5],[jl7=3,2.5], 9lFCF CAL1EOa�\� 2-0 4-0 8-0 12-4-13 16-9=10 21-2-6 25-7-3 30-0 34-0 ,.38-0 2-0 4-0 4-0 4-4-13 4-4-13 4-4-13 4-4-13 4-4-13 4-0 4-0 6X8 4X5 05 3X4 05 6X8 3 4 5 6 7 8 05 I 4-0 8-0 12-4-13 16-9-10 21-2-6 25-7-3 30-0 34-0 138-0 4-0 ,4-0 4-4-13 4-4-13 4-4-13 4-4-13 4-4-13 4-0 4-0 L. HL TO PK:8-11-5 RISE:1-10-10 R. HL TO PK 8-11-5 LEFT HEIGHT:0-4-2 ____.,,,INTERNAL SPAN:38-0 "'"� RISE A-4-2 RIGHT HEIGHT:0-4-2 - _____------------------------------------------------ ____________________________----------------------------------------- LOADING (PSF) MAX STRESSES MINIMUM GRADE OF.LUMBER L D TOP 4-5=0.735 .TOP CHORD:2*4 N0.2 91.DF-L TOP 20 10 -BOTT 14-15=0.860 BOT CHORD:2*4 No.1 91 DF -L BOTT 0 5 DEFL.@14=0.70 < L/360 WEBS :2*4 STUD 91 DF -L STR.INC.: LUMB = 1.15 PLATE = 1.15 SPACING 24.0 in. o. c. REPETITIVE STRESSES NOT -USED NO. OF MEMBERS = 3 - NOTE: PROVIDE FOR 0.61 IN. HORIZONTAL DISPLACEMENT AT ONE BEARING LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE e 1 1.15 1.15 - UNIFORM 1- 3= 60 3- 8= 150 8-10= 60 10-12= 10 12-17= 25 - 17- 1= 10 CONCENTRATED 12= 654 17= 654 4- 3;MEMBERS-NAILED-TOGETHER WITH 16d NAILS 12 in. o.c. or 10d NAILS 10 in. o.c.(CHORD AND WEBS), FROM EACH -FACE` PLAT ES`ARE BEMAX-20-1807.1-1-CMANUFACTURED FROM ASTM'A 446 -GRD A GALVANIZED-STEE C(EXCEPT-AS-SHOWN)- = PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMIETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, UBC-ICBO,TPI-91 T -OP -CHORD BRACING,,,,@_24-'-O..C- DNLES.S_RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED-@-.10"'0""'`O?`CUNLESS-RI GIDL.Y�SHEATH"ED � LA-T-ER7�L BRAGI-N.G_OF_WEB-MEMBERS; WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING, (WHICH IS ALWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES 0.6MMENTARY AND RECOMMENDATION. -AND CONSULT OiJAT,TFTF.n RI1TT,nTwC nFrTGNTPV' ;8'4+9_ �(�r.8�1itsw::,tiMaZtw'.'++.:�Sev,Fr::air`•a. •+1��'�-....^rl^a:8i. +ft:'.:;� .- .�." •- - t •. ===<<<<A.C.E.S Version 5.7>>>>===========[ 118358 ]============<<<<TROJAN>�>>>=== Customer.: RANDALL-DUFFY Wed Dec 30 15:41:48 1992 Project #: RAN-DUF Truss ID TRD Family # sp cial Span 19-0 Quantity 1� Topp Pitch 6.7/12 Seat cut 0-5-8 --------------------------- Bot pitch 3./12 FORCES - LOAD CASE #1 REACTIONS - SIZE APPR RIES IN_C. 1-2--1845 6-7- 0 2-8=-434 2-3=-1337 7-8= 1232 3-8= 785 1=-792 6=-652 5.50 3.50N �O Q��0M; 3-4=-287 8-1= 1677 3-7=-1135 4-5=-287 4-7=-21 O 5-6=-635 5-7= 480 DEC ,� a 19 p r ., .j992 4> CIV1l �P PLATE OFFSETS (X=LEFT,Y=TOP):[j3=3,1.5],[j8=3, 2], �rF OF CAUL .2-0 I 4-9-8 9-7 15-6 19-0 4-9-8 4-9-8 5-11 3-6 ` • 3 5X5 4 K4 S i 3X4 9-7 15-6 19-0 9-7 5-11 3-6 , L. HL TO'PK:17-3-15 INTERNAL RISE:2-3-6 R. HL TO PK :3-10=15 LEFT HEIGHT:0-4-2 0--SP.AR.:_%_-0__" RISE:8-1-2 RIGHT HEIGHT:6-4-2 LOADING • (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER• L D TOP 2-3=0.601 TOP CHORD:2*4 No.2 91 DF -L TOP 20 10 BOTT 8-1=0.893BOT CHORD:2*4 No.1 91 DF -L•• BOTT 0 5 •DEFL.@8=0.08 < L/360 WEBS :2*4 STUD 91 DF-L -------------------------------------------------------------------------------- SPACING • 24.0'in. o. • c. • REPETITIVE STRESSES NOT USED NO. OF MEMBERS = 1 LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 • 1.15 1.15 UNIFORM 1- 5= 60 6- 1= 10 2 1.15 1.15 UNIFORM I-'5= 20 6- 1= 30 WEB 3-7 BRACED at .1/2-POINTS-AS=SHOWN ABOVE Note:Use 1x4 o 2x3 Cont.Bracing conn.w/2-Bd nails,or T --brace of same sizeand grade conn—to--narrow-face;w/-IOd nails 6 in._o._c. PLAT ES-ARE-BEMAX-20=180;114`MANUFACTURED-FROM-ASTM-A_446_GR D-A_GALVANIZED ISTEEL(-EXCEPT -AS `SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, UBC-ICBO,TPI-91 TOP CHORD BRACING@� 24_0. C . UNLESS RIGIDLY SHEATHED_,; BOT:TOM_CHOR D BRACING, - _ � - �. CONTINUOUSLY BRACED @;10"0"=0'C.[UNLESS-RIGID-L-Y S-HEATHED:IiATERP:L- BRACING OF WEB MEMBERS; WHERE"REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEIVDORARY BRACING (WHICH IS ALWAYS REQ'D), REFER TO TPI PUBLICATION.HZB-91 BRACING WOOD TRUSSES C MMENTARY AND RECOMMENDATION, AND CONSULT QUALIFIED BUILDING DESIGNS µcE, 3X4 9-7 4-5 L. HL TO PK: 15-7-13 INTERNAL RISE•3-0-8 LEFT HEIGHT:0-4-2 S RISE:7-4-2 --- RIGHT-HEIGHT:5-8-2 LOADII3G L(PSFD) MAX ST E SBS MINIMUM GRADE. OF LUMBER TOP �! - =V - 584 TOP CHORD: Z"4 N0.2 9'i Dr'—r+ TOP 20 10 BOTT 6-1=0 792 BOT CHORD:2*4 N0.2 91 DF -L, 30TT 0 10 -DEFL_@6_0_05_<-L/360-_-WEBS ----_2*4-- STUD -9I-DF_L STR.INC . LUMS = 1.15 PLATE - 1.15 -SPACING --24 0'in o. c. REPETITIVE STRESSES USED NO. OF MEMBERS 1 PLATE* ARC OV.^X ZO—�90.ii'► w►NUFACTUQSO rQCM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SH") PLATE MUST BE INSTALLED ON SACK FACE OF JOINT. SYMMETRICALLY (EXCEPT AS SH MJN)DESIGN CONFORMS WITH NDS DESIGN SPECS. usc-ICBO.TPI-91_^ a 3RACiRv '�C� WHERE L•���Ljj• AA,E AS S%CWN ABOVE FOR AODIT:ONA: it?vL` _—r. AN: -EDIT^:AAAY 3RACING iWHTCR iS AT -WAYS REQ'D) • REFTR T4 97 3-�: 3AAr;xG 44: TRUSSES C:KwLlq,ARY AND aECCCIEDP'A:J2t, A�. :^•xS:.T ::A__I_Z:-SCID:NG DESIGNER. JRY 13 '93 11;32 FROM MITEK INDUSTRIES TO 18632321 PROE.005 Y - A.C.E.S Version 5.7>>>>'-===-==-===[ --Customer 119680 ]============<<<<TROJAN>>>>=== Tue Jan 12 16:24:44 1993 CustomerRANDALL Truss ID T? -D-1 Fammpily # sp 'al #• RAN Projectspam 14—� OuantitY �, BOt Pitch. 1 C4.12 P-------1-- ' Seat cut ^—-_�---`_'----�_ ONS -SIZE REACTIONS —TOP REACTI5.50 -- — APPROVED FGR MITEK INDUSTRIES INC. CHORD BOTTOM CHORD WEBS 1-2,-1.734 5-6= 953 _2-6=-636 5=-;45 2-3=-1007 6-1■ 1610 3-62 864 �QFGSSJp • 3-4: 0 3=5=-1132 q�53-i28 Q C. Fy JAN t 3 1993 .PLATE OFFSETS (X-LEPT.Y-rOP)s�j3a3.1.5],(j6=3.27. 14 y.h t,Avt' 4-9-8 4-9-8. 1X4 3X5 µcE, 3X4 9-7 4-5 L. HL TO PK: 15-7-13 INTERNAL RISE•3-0-8 LEFT HEIGHT:0-4-2 S RISE:7-4-2 --- RIGHT-HEIGHT:5-8-2 LOADII3G L(PSFD) MAX ST E SBS MINIMUM GRADE. OF LUMBER TOP �! - =V - 584 TOP CHORD: Z"4 N0.2 9'i Dr'—r+ TOP 20 10 BOTT 6-1=0 792 BOT CHORD:2*4 N0.2 91 DF -L, 30TT 0 10 -DEFL_@6_0_05_<-L/360-_-WEBS ----_2*4-- STUD -9I-DF_L STR.INC . LUMS = 1.15 PLATE - 1.15 -SPACING --24 0'in o. c. REPETITIVE STRESSES USED NO. OF MEMBERS 1 PLATE* ARC OV.^X ZO—�90.ii'► w►NUFACTUQSO rQCM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SH") PLATE MUST BE INSTALLED ON SACK FACE OF JOINT. SYMMETRICALLY (EXCEPT AS SH MJN)DESIGN CONFORMS WITH NDS DESIGN SPECS. usc-ICBO.TPI-91_^ a 3RACiRv '�C� WHERE L•���Ljj• AA,E AS S%CWN ABOVE FOR AODIT:ONA: it?vL` _—r. AN: -EDIT^:AAAY 3RACING iWHTCR iS AT -WAYS REQ'D) • REFTR T4 97 3-�: 3AAr;xG 44: TRUSSES C:KwLlq,ARY AND aECCCIEDP'A:J2t, A�. :^•xS:.T ::A__I_Z:-SCID:NG DESIGNER. 7AN 13 '93 11:32 FROM MITEK INDUSTRIES TO 18652321 PAGE.007 Version 5.7>>>>=_--___-___� �- 1�96a� 1___m__------<<<<1`1;tO.7AN>>>>aa- Tue Jan 12 16:24.:54 1993 Customer RANDALL customer #: RAND Truss ID' : TRD-.2 Family # sp cial p 12-0 Quantity : 1 To Pitch.: 6.712 Seat cutBo? =-pitch ===4=/12 =a REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC - TQP CNORDCHORD BOTTOM CHORD WEBS 3-0- 30a 2-6--860 6-12 1201 3-6= 572 5.-465 3.50 2-3=-535 3-4e 0 PLATE OFFSETS (XsLEFT,YeTOP):(j6=3.2]. `e LA0 • _ 4.9'8 4vg�� Z -g I X.4 .4 3X4 2X4 3X4 j. 9-7 Z -S L HL TO PK:13-5 INTERNAL 915E:3 -0-e _ RIGHT HEIGHT:4-0-2 LEFT HEIGHT:0-4-2 ---RISE:6_4-2_____ -_'--_----_-_'- r MINIMUM GRADE OF LUMBER MAX STRESSES -+ LOADING (PSF) TOP 1-2=0.516 TOP CHORD:2* 4 No.Z 91 DF -L L` D BOTT 6-1=0.714 BOT CHORD:2*4 No.Z 91 OF -L 130TT Q 10 TOP 20 10 DEFL.@6=0.02 < L/360 WEBS :2*4 STUD 91 DF -L STR INC LUMB =_ 1_ 15 PLATE =•1.1`3 sPACZNG 24.0 In- v. c-. REPETITIVE STRESSES USED NO..OF MEMBERS 1 PLATES ARE SEMAX 20-180.114 MANUFACTURED FROM ASTM A 446 GRO A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST 9E INSTALLED ON EACH FACE'OF JOINT. SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS. UBC-IC8O.TPI-91 .Me `A isiY�tm '�: f�D. Au ae er.,->❖er Aaove. rc . A221=NAL : - �.A.:-.�. ►�: -�"=moi;.,:: �acin6 (>71RCA :S AtkA:S AD) REFER '0 '.P: PL3L::A:':S H:?-?:-a:?c::.G woo :BOSSES COM4it::ay AY ANO RECO!>t'2NLA:.:S- A.w BCL2 CCaL:.:�: 8'v:dO:%G C85.C::SR. ­'7AN 13 '93 11:33. FROM MITEK INDUSTRIES TO 18652321 PAGE.008 11968=<<<<TROJAN)>>>= <<A.C.E.S Version '5.7>>>>=_-__-__-__[ 2 ]===-=Tue Jan 12 16.25:03 1993 Customer : RANDALL Truss ID TRD-3 Family # 219 Project #• R0_ Quantity : I� To Pitch 6:V, 1 $pan Q -S—$ Ho pitch 4 Seat .-----_- cut _REACTIQNS - 522E APPROVP-11—_— — yj�t15TRIES INC. TOP CHORD BOTTOM CHORD WEBS 1=-545 5.50 yf r�`"N 1-2•-1037 4-S7 966 2-5= 82 4=_.i85 3.50 961 � 2-4m-923 a a-`'�y�1I 3-4•-146 5-0 - ' 1X4. ti 5-O S-4 L HL TO PK:11-2-3 INTERNAL RISE:3-1 RIGHT HEIGHT:2=3-2' LEFT HEIGHT:0-4-2 1`'---RISE_5-4_2___ -MINIMUM-GRADE-OF-LUMBER LOADING L(PSF� MAX STRESSES Q Top CHORD:2*4 No.2 91 DF -L TOP 20 10 B8T 4-J=V�37 HOT CHORD:2''4 No 2 91 DF DEFL. WEBS :2*4 STUD 91 DF -L BO_T@5=0.04 < L/360_T 0 10 SPACING : 24.0 in 4.•c. STR INC LOMB = 1.15 PLATE = 1.15 N0..0F MEMBERS 1 REPETITIVE STRESSES USED PLATES ARE BEMAX 20-180.114 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS S1{41M? ,PLATE-PMOT ee I"TAILVO ON EACH RACC OF JOINT. SvMMETRICALLY(EXCEPT AS SHOMN)DESIGN CONFORMS WITH NOS DESIGN SPECS. U8C-IC8O.TPI-91 BiL1..1C5 E 24.aTrtnel�L7 BRACING O s -s �L-_-9LiS. WHERE ns7� -ate, . AAE AS SH Oil -YOR AOD:T:ONj1+ PS'mN.NENT AND T 00 .4y °AC OO (WHICH IS ALWAYS RE0'01 AD -ER TO T2: 7C3-:CA7::N H:a-?i SAA__NG MOOD .2"SSeS COMUTARY AND' EpC=0MfDA."Cti. A1D-.`;SULi QUA:.: ::D BUiLOING DESIGNER. w -• .. t Count u to LAND OF NATURAL WEALTH AND BEAUT ' BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 538-2.140 John Randall DATE: January 11,1993 5439 Black Olive. Dr. Paradise, CA 95969 RE:. Proposed Residence Dear Mr. Randall:' A.P: 041-470-094 B.P.# 92-4316 With.reference to the above subject, attached is: [XX3 Plan check list [ ] Red marked caltulations [ ] Red marked plans. Other:' ACTION REQUIRED: [XXX] Comply with plan checklist [ ] Resubmit plans with revisions as required [ ] Resubmit calculations with revisions as required. Remarks: If you should have any questions, please call (916) 538-7541, between'3:00 &,5:00. cc: Jack Duffy Very truly,yours, P.O. Box 946 Oroville, CA -95968 / rA' I John.__• n"ry Plan Check Engineer .,,Permit Applicant: Gold Beach Aviation Permit No. 92-4316 A. P. No. 041-470-094 Date: January 1.1, 1993 The above referenced building plans-were reviewed by this office. VThe building plans were revised to the extent that the previously submitted engineering must be re-evaluated by the engineer. 2. ProvL ised plot plan to scale showing the location of the easements.. Accothe Planning Department, zoning conditions-require that the new resilocated on the 10 acre parcel. The submitted' plot plan shows i acr parcel. Contact Tom Lapt at Butte County Planning Depart- ment. ��- {� L✓P�7. 3%� c�!`-. 4. Provide truss details and make corrections per telephone conversation with Linda Sexton on January 8, 1993. C • W ELT ENGINEER ING SUBJE)'.T- COIV)=:.. i= ANT Z LEVET` FETA i hl i t�li� + WALLS c ''ai; U L_AF'k:: ROAD FARAD I SE, =:A . . BY FLT DATE: 3/'9'JOB N0-2'C)21-A FF:OJEi T e JOHN RANDALL /ENV I F:ONMENTAL• DES I i31V y . SHEET I OF 13 543'x- BLAi k:: OL I VE-;,,.DF:I VE., •'F'AF:AD I SE, i_ A : 9596:6 -DESIG3-N i_:F:ITERIAa r STUD . WALL, F:OOF .AND' FLO.OF: - ARE SUF.•'F'OF:TED BY. CON)= F:E'f•E' CANT I LEVET' FETA I N I NG, WALL FOUNDAT I ONS.' _ i_ ODE . 1988 UB)_ ' SUF'EF:I MF'OSED LOADS:_ MIN. DL' = o (-)1(-)• f3+8) ' _ . 1'1 k:i I. MAX. LL 16 15 ` + , t; i I? :, c 1 5'-._� .) + .X71 s_) .. ('7-1-�,j .) J LOADING PER ABOVE IS CI : I T I i= AL FOR BOTH '= BEAT: I NG (I Ni- :LLJUCS `UL+LL :), ' AND SLIDINGF:ESISTANGE (MIN. UL ONLY' h MAX. 'LL - ROOF LL + ADDs L' ROOF DL _+ ADDJ L WALL DL t �CDo� DG tGL i_ ALF=' S PROVIDED FOR. A'. : '3' -S" H I i3H WALL' - -- SHEETS - - & 3 B...5HII=AFI WALL - SHEETS 4 °:' S' 8?'--C_,,,. HIGH WALL - -SHEETS' E:, o 7 D. 89 =i)" HI13H WALL, - SHEETS `" 8 E. 9 HIGH WALL - SHEETS 1,C); Il. & 1: = . i_ ONSTF:UCT I ON • DETA I L• - SHEET j. 3 MATERIALS. C:ONi=:F:ETE - ULTIMATE i= OMF'F:ESS. STRENGTH - t 9 _ _ i � )i) F'S I �d ._8 DA'I'S 9 RE I NF.ORC I NF, - ' ASTM - AE 15, GRADE 4C) 9 ALLOWABLE ,SOIL BEARING, PRESSURE.'- 15(-)()' F'SF,. ....ALLOWABLE .LATERAL BF:F:ii. PRESSURE - ' .,oO• F'SF - t FLT ENG I I1dEER I Nig ' PROJECT JOHN RANDALL, : � e 56790 . !_i_AFT:: JOB NO. ?O '1 — A °.. s� :. •ROAD PARADISE, .!=:A 31 „ .. DATE. . /'=!'x' ('�1E:? !_AL!_ 9 S BY e FLT. '. c SHEET Z OF /3 SUBJECT. CONCRETE !_ANTI LEVET' BETA IN I NG WAL L a WALL DES IN: ALL CAL!_ULATIONS ARE- IN-.UNITS/LN.,FT. GRADE SLOPE RATIO., LEVEL_ . SOIL EQUIVALENT FLUID PRESSURE (: PSF,) e Si? _ SURCHARGE (FEET-) e i � , YIELD STRENGTH REINF'. (F:::SI:? ULT I MATE -!= OMPRESS I VE STREN!iTH 'OFA•!=:ON!_ FETE. (PS I �' a !?� ?i 13RAV I TY LOAD — DEAD LOAD 0 IP.).. — L I VE - LOAD-: (k:: I P)"". OVERALL` HE I'!BHT OF THE –WALL, — JA FEET? OVERALL HEI!�HT'OF THE SOIL — Hr'.•(.FEET:)-' '.'' : THICKNESS OF •WALL . �`, TOP (INCHES? e _ . 2 , — -BOT . (I N!.:HES :; v �;' . !_OEFF I !_: I ENT i -TOTAL EARTH PRESSURE = Fw (k:: I F'? e -.0.14 MOMENT.' — Mw.• ( F'T—I :: I F`? o • c i . 1 � ` ' AREA REINF. ( IN''" ) ' d(IN) . SIZE a, SPA ('IP.I) -------,------ --- --- ---.----------------------- MIN. VEF'TT!=:AL REINF. — '.15 % s:'I .0.1.44 MIN. HORIZONTAL RE INF. — 25 % (IN"? ).; 0. 24- 0 DESIGN 'REINF. —' VERTI!_ALe #5 .@. = HORI ZONTAL.::.; #5 @ 1 r . COMBINED STRESSES @ WALL. 0. . i ?5 .: 1. i ? ` FLT ENGINEERING) PROJECT :-JOHN F::ANDALL 5790 CLARK ROAD JOB NO. 1 202i — A PARADISES. CA DATE . 3/1992. _ (916). 872-0254 i=ALi=',S BY o FLT SHEET -3 Or l3 'FOOTING DESIGNe DENSITY OF SOIL (Pi_ l- i, e 100 DENSITY OF "a=ONi=ERTE isPi=F i e 150' OVERTURNING RATIO --MIN: .,:1.-5 — MAX: 2e ALLOW. -SOIL BEARING PRESSURE (PSF 7e" 150 ) ALLOW. LATERAL BEAT: I NG .PRESSURE (PSF ): 200 " F.F'Ii=TION COEFFICIENT — F.. .o da6.3 5 DESIGN FOOTING DEPTH ( INS= HES) : 1' DESIGN FOOTING WIDTH — HEEL ( I Ni= HES A S — TOE , (I NCQS) -. 8 . FOOTING KEY - DEPTH & WIDTH (I Na= HES ) v i s = BAK: i TO BACK " OF WALL (INCHES): a= . " :c_a TOTAL..WIDTH. OF. FOOTING ,.c: INCHES? a . '24, OVERTURNING FORCE - :Fo (KIP)IT '0.24 OVERTURNING MOMANT .— Mo (FT K I P a a A132 TOTAL RESIST NO WEIGHT - W (KIP): RESISTING MOMENT — Mr OFT—KIP): .1.09 OV§RTURNINq F'ATIO - SF, 3.42 " NETMOMENT - Mn (FT—K I P Y: �0.77 -EC ENTRICITY— e (FEET? e ECCENTRIC MOMENT — Ml (FT -K I P I : FOOTING AREA — A f (FT:.:.. i c 2.00 SEi=TION MODULUS — S (FVS:a a 0.1 S7 SOIL PRESSURES —', DL ONLY _ — SF't ` PSF y, e 7Ei a: i a a "< 15i �c — SPIE ,(PPF): 200.00 > Q SOIL PRESSURES = ADDED . LL - SFT (PSF) 1420.00 < 1100 = SPh9 (PSF)v .. 660.00 :. o SLIDING RESISTANCE — Fr' (K!P ; o.44 ;~ 0.24. •FOOTING — TOE! EARTH PWSSUF'E C TOE - Fv (KIP)! i � ; 88 MAX. MOMENT .L . TOE - Mt c: FT—K I F' i e, 0.20 AREA F'EINF. (INn2) "d4 (.IN:a." SIZE °< SPA (IN; 84 69 ##5 032.1 DESIGN .TOE REINF. e FLT ENIM I NEEF: I Nim .'PROJECT JOHN IT:ANDALL. . F` 5790 , i=:LAF:k:: 1='OAD JOB NO. mss?._ 1. — r, 1='AF:AD I SE DATE . ID .1 :91::1-7 ., .r (91 r._•.' I✓%._ -f )_LJ t CALF." 9 S. BY -e FLT . SHEET E ',OF /3 SUBJECT - CONCRETE. CANTILEVET: FETA I N I NG WALL' WALL DESIGN: ' ------------ ALL .l'ALCULAT-IONS ARE, L.N. UNITS/LN. FT.. GRADE SLOPE RATIO- `� r � LEVEL , `•SOIL EC?U LVALENT :F. -LU I D PRESSURE (PSF) '. 00 SUF;CHAF:I]JE (FEET)-. t ) YIELD STRENGTH, RE I 1\1F . 0::'S I:a e 4i ) ULTIMATE COMPRESSIVE STRENGTH OF . i=:0Ni :RETE CPS I :a e '200C) GRAV.I TY LOAD.— DEAD 4LOAD C F`: I P :a ;., . ' e 1.1 LIVE . LOAD (K' I P' o .1 . 3' OVERALL HEIGHT OF THE WALL. H (FEET). 5 — 'OVERALL HE I GHT OF THE 'SOIL -- Hr. (FEET): ' 4.5 TH I Ck::NESS OF -WALL- - TOP- ( INCHES) a S, . -:.BOTTOM' (INCHES) e b , i=OEFFI)=:IENT, - ,a e 1.-46 TOTAL EARTH, PRESSURE =.. Fw k.' I P) e 0.30 ? MOMENT — Mw (FT -1 -::',IP)-.- F' i), 46 AREA REINF o C.[N``' ? _ldl C.;I114) SIZE & SPA CIN _ -MIN. VERTICAL REINF. _ .15 J.144 t .MINo HORIZONTALF:E:[I�IF. {- e25 % i IN"':y,e: -),4C> DESItiN REINF.,, - VERTIi=AL: #5 @ 24 r — HORIZONTAL: #5 @- 15,`r , COMBINED STRESSES @ WALL:' 0.12 1'2 1 o i) FLT EN13I NEED' I N? PROJECTe JOHN .R:ANDALL 5GLARF'. I=:OAD JOB NO. 27, C?'=1 PA'RADISE9 �_A DATE 3 1•,,,3, .. ('�16) 57�—ci:'4 Y.5 BY a ' FLT `. SHEET OF %3 ' FOOT I N?. DES I GN: + DENSITY OF SOIL t:F'CF`; A00 DENSITY OF i=ON?=ER:TE (P :F)_e 150 r � OVERTURN I NG RATIO = MIN. 1. 5 2.5 ALLOW. SO.I L . BEAR I Nim PRESSURE (F'SF) - 15CY ALLOW. LATERAL, BEAR: I NG. PRESSURE . (PSF) jc:; . FR'IC:TT.ON �_OEFFIi= TENT — F�_ c " i;, S5 .' y -DESIGN FOOTING DEPTH CINCHES): 1 DESIGN FOOTING. WIDTH' — HEEL '('IN?=HES) :' 8 4 — TOE (.INi=HES)o 1� FOOTING I.:::EY = DEPT H� & WIDTH (I NCHES) e G " - BA?= k' TO - BAC OF WALL (I Ni=:HES) e 1' �. TOTAL WIDTH OF' .FOOT I Nim ­ (INCHES'". �8 OVERTURNINGFORCE - F (k::IF) e o.45 OVERTURNING MOMENT — Mc- (FT—F::: I F') - TOTAL . R:ES I ST I NG WE I i3HT — W (.k:: I F') e ^ 1 .. 5� � , RESISTING I ST I Nim MOMENT — I.1r (FT=[:::I P:i : - '. OVERTURN I NG RATIO — :SF 2.24 k NET MOMENT — Mn, (FT—k:' I F') e a EC?=ENTR'IC=ITY - e .(FEET) o - ci, S7 - E—CENTRIC MOMENT • _ I`1ec'FT—V-* I F':) e • . 49 ' FOOT I Nim AREA — A f is FT`''C) e _ . + . SO SEC -:TION -MODULUS — .S (FT `S.) o 0. 1311 , n SOIL PR'ESSUR'ES ° — DL ONLY — SF't C F'SF ), o 1C J88.72 -': .150 ' t — SPh (PSF). .. 3.4' SOIL PRESSURES. — ADDED ' LL'` — SPt s (: PSF) e ` 1411. 99 15i Vii; . SF'h 9 (F'SF) a 851 .58 i ,SLIDING RESISTANCE — Fr -.(KIP')- e o. E8 :> 0.45 FOOTING — TOE: � +, EARTH PR'ESSUR'E @ TOE - .Fv 0.`.I P. a 1 . '?q MAX . MOMENT .0 TOE - Mt ( FT—k; I F') a . 0 e JE i AREA R'EINF:. (1N"`2 ' dl (IN'. SIZE & SPA (ZN)• ` 0. i;44 8.69 #J. C8 .. 85 DES I GN : i"OE RE I NF. � � 1# C �4 � FLT ENG I NEER I Nim" PROJECT . o JOHN RANDALL 5"7'q(_) i_ LARk* ROAD JOB ta0. 'r:a 1 * -, A F'Af='AD I SE } . - C. ' DATE 7,54 CALL: s' S BY o ELT . - SHEET 6 ' OF' SUBJECT T c CONCRETE 'i= ANT I LEVET. RETAINING WALL WALL DESIGN: ALL AL�=ULATIONS ARE IN .UNITS/LN. FTa C: GRADE SLOPE RATIO'. LEVEL SOIL .EQUIVALENT FLUID PRESSURE (F'SF) " SUR. HARGE '('FEET),-. i s YIELD STRENGTH REINF. Ck*SI :a e 40 ULTIMATE ;_ OMF'RESS I VE STRENGTH OF . C:ONC= RETE <' (PSI) a 2 ii ai � GRAVITY LOAD - DEAD'_ LOAD <k::IF'? a .11 — LIVE LOAD Ck::IF' o - 1..3' OVERALL HEIGHT OF 'THE. WALL. = H" '( FEET"-) .6.5 OVERALL HEIGHT 'OF -THE .SOIL —,Hr. (FEET), 6 TH I Gh':NESS OF WALL — TOT'.. ( I Ni :HES ? a S —. BOTTOM-. INCC":HES) o `. 8 i=OEFFIC IENT -.. a e 6 1.46 1"OTAL .EARTH PRESSURE _ ,Fw,F' i a. i). 54 MOMENT — -t'Iw CTT—.f`'IF':a,o i.ia8 AREA REINF. ( IN'' -2)' s dr CI N) SI".'_E & SPA (IN.) . ------------------------------------------------- MIN. VERTICAL .REINF.. — .15 % C IN 2`re Q. 144 MI"N. HORIZONTAL REINF. .' 5 % (IN`'':' ? e .0-40 DESIGN — VERTICAL hd#5 @4 -" HORIZONTAL-. :I#5` @ 15 i=:OMB I NED STRESSES @ WALLe FLT ENG I NEER I Nim . PROJEC,T : JOHN RANDALL 5790 i_:LAF`:,. ROAD. JOB -ND. yt �' 1 A PARADISE, t_ A • DATE 3,! 1';'��;_ t''� 16:� 87�—i?254 i= ALi-:9 S BY : FLT SHEET OF FOOTING DESIGN --------------- DENSITY OF SOI L (Pt -:F) : 10 Cr DENSITY OF t=_ ONi=ERTE (F't=F? : 15(-) OVERTURNING RATIO — MIN: 1.5 e — MAX: .5 :ALLOW.. SOIL BEARING PRESSURE (PSF) : 150c -i . ALLOW. LATERAL -BEARING' PRESSURE (PSF) : 2i �0' . FRICTION t_OEFFIi=IENT — 'F 0.35 DESIGN. FOOTING DEPTH (I NI—­.HES) 12 DES 113N FOOT I N13 . W I DTH — HEEL, (I NGHES) 7 TOE (INC=HES) : _ -18 . FOOT I NCS •t -:EY — DEPTH & W I DTH (I NF,HES) : 14. — BAC. [::: TO BAi- K. OF WALL ('IN,--:HES): 1 TOTAL WIDTH OF FOOTING (I NICHES) : 38 • OVEF:TUF:NINC� FOF:C=E — F� t;};:IF') : ca. 74 , OVERTURNING MOMENT — Mc l ('F'T—[:.-IP) 1 . 7 TOTAL_ RESISTING WEIC3,HT — W 0, 2.04 RES IST I NG4 MOMENT - Mr. (FT—KIP) : 4..07 OVERTURNINCS RATIO - SF. , ` 2.37 NET. MOMENT — Mn Et_ t_ ENTR`Li= I TY — .e -('FEET): • i . 43 . EC C-:ENTR I C-: MOMENT — . Me .t: FT -F.:: I F') : t � e 88 FOOT I NC3 AREA — A f (FT'') : .• 3. `17 SE T LON MODULUS — S (F l"`'`3) : 1.67 ` SOIL PRESSURED — DL ONLY — SF't (PPF. :: 11`67. 49, 15C ) — -SPh (PSF) : 1 iC, qty . 0 SOIL PRESSURES •`— ADDED LL — SPt I (PSF :). ' . 1386. 88.15(ii � ,. SPh I-, (PSF):. 733 4. 69 > SLIDING—RESISTANC=E- — Fr 0`:1F'): ' 1.:18 0.74: FOOT.ING.'- TOE: . EARTH, PRESSURE rd 'TOE '— Fv Ck::'IF') : 1.85 , • MAX'.' MOMENT C TOE = Mt (FT—f:' I P-) :.4 '• 1:. 8 y AREA REINF. • (IN''`'_) 1-d'' t:Ira) �SIZE &' SPA. (IN:f t? 2.8. 6'5 @ ' 3 DES 1 RN TOE RE I NF. #5 c ._ ,e FLT ENG I NEER I NG F'F:OJECT.. o JOHN RANDALL 57'�ir I=LAF:k:: ROAD JOB NO. 2 C.27, 1 — A PARADISE, .A DATE (91G? 87 i=:AL'i=:S BY " v FLT SHEET cf OF /3 SUBJECT.' CONCRETE CANTILEVER RETAINING WALL. WALL DESIGN° , ALL i=AU ULATIONS ARE IN UNITS/LN'. FT. GRADE SLOPE FIAT 10 o� LEVEL _ SOIL. EQUIVALENT FLUID PRESSURE ' T PSF) e 3c SUF:�- HARGE (FEET' 'e i) YIELD STRENGTH R'EI NF . t: k::S I 40 ' ULTIMATE. COMPRESSIVE STRENGTH- OF i_ OnU_ RETE- (PS I) : 20c ii � GRAV I TY LOAD.— DEAD LOAD 0::' I P i e = *LIVE LOAD -0. IF' i"; 1 . -12 . OVERALL HEIGHT OF THE WALL - H,(FEET?e 8 OVERALL HEIGHT, OF THE SOIL — Hr (FEET' 7.5 TH I Ck::NESS OF WALL 7 TOP. (INC — BOTTOM• (INl,HES:) e 8 i_OEFFii=::IE T — a. o .1. 4E ' TOTAL EARTH PRESSURE — Fw (KIP)'., i a . 84 ' MOMENT — Mw (FT-h::IP) e' . 11� AREA REI'NF. (I N-`-,2-,) '.d IN) SIZE .?c SPA (IN) o..•_'5,_; .5.-69 .. #5 C 14..7- 4.'7'I1IN. 111 N.VERTICAL REINF. — .15 % (IN -"2) o 0.144 MIN. HORIZONTAL 'RE INF. — .25 % .X.IN''' ? e 0.24C) DESIGN RE I NF . — VERT I C AL"e @ .1 `HORIZONTAL- #5 C 15 ._'COMB I NED STRESSES @ WALL: C). 46 :;. L. 0 . HE I i'HT FROM TOP, OF. THE WALL.— H' (FEET). 6 e 5 y HE I G'HT FROM TOP -OF THE SOIL — Hr's (FEET).. 6 TH I i= [::'NESS OF'' WALL_ — BOTTOM'S ('.,I NC --HES 9' TOTAL EARTH PRESSURE.— Fw2 c %`IP?'o i).54 ' MOMENT @ ' Hw2..— Mw,--,, (FT — k:'I P 1 e 1.08 ' AREA REINF. (IN'' 7. I'd 9 (IN?. t STZE I& IN?C SPA (IN'.)------------- C1'S() `• r .5. 69 45. .@ 8. 7 DESIGN .REINF. — .4'EF'TI;=ALa ,I#5 @ *24 _ FLT ENGINEERING PROJECT : JOHN RANDALL 5799 CLARK ROAD - JOB -NO. v 2021 1 — . A PARADISE, CA DATE . 0.' IQ92 ( 916) 872-0254 iAU 5 S BY . .FLT"SHEET % OF /3 FOOTING -DESIGN:' DENSITY OF SOIL (FCF)v 100 DENSITY OF CON=ERTE (PCF' : 150 OVERTURNING RATIO — MIN: 1.5 - - MAX: 2.5 ALLOW e SOIL BEAT: I NG PRESSURE C PSF) : 1500 ALLOW . ' LATERAL BEARING PRESSUREA PSF ? e 2i 0 FRICTION COEFFICIENT -. Fo: s=).35' DESIGN FOOTING DEPTH.(INCHES): 1 DESIGN FOOTING WIDTH — HEEL A I LACHES) : 12 - TOE (INi_HES):8 FOOTING ,KEY — DEPTH . q,. WIDTH. (I LACHES) r 20 — BACK TO BACK:: OF WALL (INCHES) : 1' TOTAL WIDTH OF FOOT.ING-(INCHES):.- 4S OVERTURNING FORCE — F� � (K I A : 1.08 OVERTURNING MOMENT - M� � (F TAI P :. 3.07 TOTAL RESISTI'NG WEIGHT —.W (KIP): 2.68 RESISTING MOMENT — Mr (FT—K I F') : 7.15 y OVERTURNING RATIO - SF. 2.33 NET MOMENT -- Mn (F T -K I F') : ECCENTRICITY — e (FEET).: 0.47 Ei= i= ENTF: I i= MOMENT -- Me OPT—KIP)- FT—KIF'):FOOTING FOOTINGAREA — . , f (FT"2) : ''COO SECTION MODULUS - S (FT''"0 ).:. 2.67 SOIL PRESSURES — DL ONLY — SPt .(F'SF) .' 1 A5.23 < 1500 .. — SPh (FSF) : 193.10 > ci SOIL PRESSURES .— ADDED LL - `SPt 9 (PSF) : , , 1145.20 <; 1500, - SF'h'9(PSF): 85w.1�� ;: ii SLIDING RES I STANCE —:Fr (KIP A 1.65 > 1.. 08 , FOOTING — TOE:., ` EARTH PRESSURE C . TOE " — Fv JK I F') : ', -. 2.02 MAX. MOMENT @ ,TOE — Mt '.(FT—k:: I F') : 2abl ARK REINF. ('IN'`'S) sd4 51N) SIZE & SPA CIN 0 . 205 8. 613 #5 c 18.1 _ .. DESIGN TOE RE I NF.:: Ik5 C 12" - FLT ENGI NEER I N� F'F:OJE�= "f JOHhd [T::ANDALL 5 '790 -C ,k:: ROAD JOS NO. 027, 1 — A FARADISE, CA DAl-E d/ 1991 C:ALi S BY FLT SHEET A9 OF /3. SUSJEC= T . _ i=:ONI= FETE • i_ ANT I LEVET:. RETAINING WALL ---------------------- ------------- WALL DES I f3,N: ,•� , i ALL i=AL�=ULATIONSARE IN UNITS!L'N. FT. SRAL'E SLOPE RATIO: y LEVET_ SOIL EQUIVALENT . FLUID PRESSURE .4. PSF:; " SUF'i_ HAR�_E �: FEE'1 :? r t,. c i YIELD STRENGTH REINF. t: k:'S I 40 - UL'T'IMATE �--OMPRESS I VE STRENGTH 'OF i- ONi=:F:ETE C'F.'S I ? ; i;c:;i; liRAV I TY LOAD • DEAD. LOAD (k. I — LIVE. LOAD, --0-'. IF'' 1.3'2 . ." OVERALL HL-"" I GHT• OF ;THE WALL —..H .,'( FEET :i e 9. 5 ms. OVERALL HE -I GH T ' OF THE SOIL'. -' Hr' -('FEET' e _ T I C:k::NESS OF_ WALL . = 'TOP (INCHES". e S _ — BOTTOM. is INC.-HES)a 8 i_:OEFF I C. I ENT a �. 1.46 ,TOTAL EARTH PRESSURE — .Fw. k:: I F'-) : -1 MOMENT - 11w i F'T'—F i F' :? e . 65 AREA F'.EINIF. ,INsds (IN? SIZE:& SPA (IN) + -------------------------------- l).43?• 5.69 4*5 @ -------- 8.,5 ' MIN. VERTI'i AL REINF. — . 15" % (IN --2) . C). 14:4 - L MIN. HORIZONTAL REINF. .25 7 (IN -2' O.' 4C; DESIGN REINF. -• VERTIF:AL. #5 @ S — HORIZONTAL., #5 @ ,15 OMS I NED STRESSES C WALL a . 7Q C? HEIGHT FROM TOF'r OF THE WALL .— H22 (FEET). • : 6.5 HEIGHT FROM .TOT' . OF THE SOIL'.- Hr :: C FEE1 :? e L E I I .k`NESS OF WALL — BOTTOM' (I NCHES) e S. 001 TOTAL EARTH PRESSURE — Fw27'c: k:: I F:? `e 0.54 MOMENT @. Hwy = 1`��w� CF T —[: I P 7 e i o•i �S AREA REINF. CIN`' -':i. M'd.' (IN:i' 'SIZE°- --------------------------=---- --= '---=------- SP.A_.(11,0. k i;o 13i; 5. 69#c. @ --� ZF3e 7 - DES1131N REINF. —•VET:TIC=AL1 #5 @. .24. FLT ENGINEERING PROJECT.o JOHN RANDALL 5790 CVARK ROAD JOB NO! . 2021 - A PARADISE;, CA TATE . 3/1992 (91E? S72-0254 i_:ALCI S BY e FLT' SHEET // ,-OF /3 FOOTING DESIGNv . DENSITY OF SOIL (Pi= F) 0 ' DENSITY OF - cbNi= ERTE ( PCF Q 150 " OVERTURNING RATIO — MIN: 1.5 — MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PIF). 1500 ALLOW . LATERAL BEARING PRESSURE . (PSM 200 FM:ICTION COEFFICIENT - Fc o . 0.'35 DESIGN FOOTING DEPTH (INCHES): 12 DESIGN. FOOTING _WIDTH — HEEL (I N= HES) e 18 — TOE (I Ni= HES) e 30 FOOT I NG F: EY — DEPTH ..n: WIDTH (INi=HES)o .:6 . — , BAS=K TO BAS= k::OF WALL (I Ni= HES) e 1 TOTAL W I DTH OF ' FOOTING (INCHES): 56 .OVERTURNING FORCE — Fp ' is k I q . 1.50 OVERTURNING MOMENT — r•'IW (FT—KIP): 5. � C) TOTAL RESI•S T ING WEIGHT - W !KIP): 5.81 RESISiING MOMENT - Mr (FT—KIP)e 11.74 OVERTURNING RATIO - SF 2.35 NET MOMENT — 111.1 . (FT—K I P) e 6.74' ECCENTRICITY — e (FEET )• ° 57 0.57 ECCENTRIC MOMENT — Me (FT—KIP): 2_16 FOOTING AREA — A t (FT" _) : 4.67 'SECTION MODULUS­ — S (FT�35 e 3.63 SOIL F RESSURES — DL. ONLY — SPt (PSF) -. 1411.45 is i < 1500 — SPEC ?PSF) e 223.20 . 0 SOIL PRESSURES '—'ADDED.LL - SPt' (PSF) e. 1512.41 < 1 500 - SPh y (PSF) e 687.89 ::> i SLIDING RESISTANi=E — Fr C IP): 2.34 :: 1.50 FOOT I NG - TOE: • EARTH PRESSURE L TOE:— Fv (KIP): 3.23 MAX . MOMENT @ TOE — Mt (FT—QP): 4.06 AREA REINF. (IN'`•' ) -WIN) (IN) SIZE & SPA (IN) . 31 'D 8. 691 # S @ 1 1.. 7 D E SA N TOE r- Q = a *5 ,L 8 FLT ENGINEERING PROJECT e JOHN F::ANDALLL 5'7'D! i ' i= LARV-:: F:OH% ' JOB NO e � �U'� FARAD I SEE, FA DA1-E ; l 1i 'ter c:916:i g ..—�;:=04 ' CAL--ISSBY e . FLT SHEET /Z OF �3 FOOTIN13 — HEEL:- UNIFORM WEIGHT L HEEL '— Wv c:F'LF? 0 1.G5t;, c=;ir •WEIGHT DUE TO InF:ADE SLOPE — Wq c: F'SF:; o i; , c ii r F'F:ESS o L F:EAF: FACE OF WALL- SFf.: :_F'SF? o E,i;S e i. S s MAX., I`10MENl" cd HEEL - :I`lh c' FT—k: I F' :i e . o.44 AREA F:EINF. c: IN( ,- :i g ds c: IN) SIZE ?- SPA (IN) — 0.031 - '3 e E'J #.5 C 120.14 DESIGN HEEL RE I NF. :1*5 @ ,. S`, _DATE _=L.92 _ SUBJECT. C�frt/T/C iL COIVC&gffr SHEET NO. /3 OF '6KD..BY DATE _ ;ef:7, / 1141S AA41_ COAIST. I>E7,4/1� NO, 202/ - ff ✓• 2.4,V�,4LL ENl//�rL IBES/G// I-A,<AD/SE C,4. SUf�ie/M>�OSEZ7 G0.4AS Pie �S'HEEj' / �/,�//S.�1 GLADE - GEI�EG i FESS/py � 2 N jNo. 32 4. ►�*, ate/ a CIVI glFOF CAUE��� J f�3`9Z O C4, ---,4R b • QC Ole CONC.. SL,4B. ,I _ ,eS1 Ni 8 e - �es �V (A"HeAue y a8 a /V.4LL til/r !72 'TMD/M~De L- �4 ?Lc" 24" -8a f2�r - 8� - ZL Oa Set¢ *s e/-f'#see2 /_�05 3 .. -5, O° - C :,c 6 a u Ir r/ /¢' A? /2' /9' ,3 � 2" a— D 8 Lo E 9� 6b 42u. u a 26� /8a /c4' Ji 4� 8rr 8d 4-#S #S -e32 2—#5 NOTES 2, G,41"' 110W/Z, /8 'OC 30'4.4,e p/,4 . AVAI, TO VAYG/GHT /N e CU,FT n� M n O= L cT C G`�]C�O[�{� ]C CG�DM. 60a4T/01VS. 5790 CLARK RD.., PARADISE, :CA'. 98969(916) 872-0254; FLT'ENGINEERIN3 F'F;OJEi .T: JOHN RANDALL. 57':4(-)i=LARK:. ROAD JOB iU0 . _s }' 1 — B FARAD I SC 9 i_ A DATE ; / 199 16:? 87 -�: _5 # C., AL 9.S BY .e FLT SHEET /' OF 3 SUBJECT. i_ ONC= FETE RETAINING — BEAR.I N13 WALL WALL DESI13N ------------ ALL i—AL_ULATIONS. ARE IN UNITS/LN. FT. GF'ADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE CPSF?o 30 SURi= HARG,E c: FEET? :c ii �i �# WHEEL LOAD 1 YIELD STRENGTH REINF, t k:'S I )e 4 ULTIMATE i_ OMPRESS I VE STRENGTH ' OF" i_ON RETE (PSI'): 200 GRAVITY LOAD —'DEAD LOAD 0::*1 P:? C). i;i? - LIVE LOAD 0-"I P) Q.i? ? OVERALL HE I G3,HT OF THE WALL — Hw (FEET* `7. 5 OVERALL HEI13HT OF THE SOIL — Hr (FEET')e 8.17 THICK:NESS OF WALL.— T (INi=HES) . 8 COEFF I C I ENT — a e 1. 46 TOTAL-EARTH PRESSURE — FMr c::::I Pie REACTION L TOP, OF WALL — Rt c K: I P) > 0.. 3E REAL=TION @ BOTTOM OF WALL.— Rb c:K:IF':; o. Q.64 HEIGHT ' OF l o l SHEAF: — Ho ( FEET :i e 4.25 1110MENT =` Mw c: FT—.k:: I•F':? e AREA REI.NF. IN2? 9 dp (IN) SIZE ° SPA (IN) MIN. VERTICAL REINF. — . 15. %, (IN ''.. ) e ci. 144 .. MIN. HORIZONTAL REINF.— .' 5 % C I N"21? e 0.24c) DESIGN REINF. —VERTICAL.- #5 @ 224 — HORIZONTAL: #5 @ 15 41072F, �'o usT . �or�.v�77O.v�1' /ry'.tJ 8Y ALT � PROJECT : JOHN RANDALL JOB NO. 2021 - B ' DATE : 3/1992 ' - CALCIS BY : FLT ` ` FOOTIN8DESIGN: _______________ . FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET 0F.3 ' DENSITYOF SOIL (PCF): 100 � _ DENSITY OFCONCERTE (PCF): 150 ALLOW. SOIL BEARING PRESSURE (PSF): ' ` 1500� ' ALLOW. LATERAL BEARING PRESSURE (PSF): � .200 ` ` FRICTION COEFFICIENT - Fc: ' 0.35 BEARING PRESSURE REDUCTION (PSF): NET. ALLOW. BEARING PRESSURE (PSF): ' 1500 ` ' PRELIM. FOOTING - WIDTH<INCHES)i 8.23 - DEPT�f (INCHES): 6.00' ' DESIGN FOOTING - WIDTH (INCHES): 24.00 DEPTH (INCHES): 24.00 TOTAL GRAVITY LOAD - Pv (KIP) : ` ° i. 89 ' . INCREASE l]F ALLOW. SOIL PRESSURE (%) i 20.0 ACTUAL SOIL PRESSURE - Q (P8F): 947 <1800 . ^ SLIDING RESISTANCE - Fr (KIP)- 1>40 > 0. 64 ' LAB REINFORCEMENT: -------_----------- ' REINF @ TOP OF WALL (BAN #):' . 5 MAX. HORIZONTAL SPAN Or WALL (FEET)g : 7. 90 ' DESIGN -HORIZONTAL SPAN(FEET): 4 SLAB THICKNESS (INCHES):' ' ' 4 ' C��,_ �� SLAB WIDTH REQUIRED (FEET) : ' . 20. 77 --' �x�� �~"'r' ' DESIGN AREA OF -SLAB REINF. ( IN^2/LF) : 0. 029 ALLOW TENSILE STRESS OF RE�NF (KSI): ' . , 24 ------~ / OF DOWELS (INCHES): .LENGTH' ` � 25.07 Of ��x��7*�� ��f^ ��/�^�,f��e= ��� ' �� 7�~� To- �~�;�~���+���� J��.��� �� , -, / A- A- �J_�� /|Jw�P 17. -_ . . � 3 ' ;QA '~ ' ^f- . /|vr-/__ 3 ' V/ ' _ O'S ' ' eY „ ALT care 3 9� sua�ecT. TYf SHE=- NO.. 3 OF 3 toe No. 202/-B ✓, R.4-ND�fL G FNV/� G. IBES/G// R�R�D /SE Lo 1111AI 30 O� BAND H�.4LL �E%,cli�.TO SGB IN � �COl/C , SGi4B . A r See .VOTE 10 - - 2 CG E,4e . . f� - d _ o ^. CONT ,34 i,V, 100weGS TO eATCEN YeRr fi(IALL REASI,= - 01`7 /0/,/,f . • 2¢ °� G,4? SPC /CE 2� `�H/N. . 1`70"1.4?_.A-7-/01V Dif=T�4/L. =RCVZO f S,y0)e1 IG o/ "CO,c/c. W,,QL G e11V7-ZG Tye CONC. 0/11"� S11 -14a /S C61R&D. LLQ. MaDREEMOM 5790 Cl ARK RD., PARADISE: CA. 95969 (916) 872-0254 FLT ENGINEERING PF:O,JEI_ T e JOHty ,RANDALL_ .57'��; a_LAFT:' ROAD JOB NO. .c=? 1 — i_ PAF:AD I SE, a_A DATE . O % 199 CD 16) 872—i) 54 i_AL : 9 S BY d FLT - SHEET OF: _¢ _ SUBJEC*T : " i_ONa_F:ETE i_ANTI LEVEE - F:ETA I N I Nim WALL ----------------- WALL DES I GN ------------ ,ALL CALCULATIONS ARE IN UNITS/LN. .FT. • - a3:ADE SLOPE .RATIO: LEVEL SO IL EQUIVALENT FLUID PRESSURE ( PSF � e �o SUFa_HAFaE (FEET.'),: FOOTINim 1. 5, —�— YIELD STRENGTH F:E I NF o 0::'S I :a e 40 ULTIMATE a_OMPRESS I VE STF:EN�aTH OF CONC RETE (F'S I) .v _ c_?oC? GF:AV I TY LOAD — DEAD LOAD 0::'I F') e . 1 1 - LIVE LOAD (k::IP) e 1.3' OVERALL. -HEIGHT OF THE WALL'-.-- H (FEET)- FEET)eOVERALL OVERALL- HEIGHT. OF THE SOIL — Hr- (FEET-) a 10. 5 TH I a=:k;NESS OF' WALT_ — TOP (I NCHES) o r 8 BOTTOM: (IN1_HES:) a 12-1 COEFF I C T ENT .— a . ; . 1. 46 _ TOTAL EARTH PRESSURE , - Fw (k; I F') 1. 65 MOMENT - I`1w (FT—k:: I F') o' 5. 7'�� AREA F:EINF. (IN`': -_2:) ' ' d9 ( IN) SIZE & SPA ,t:IN'') - ------------------------------------------------- • n 0.4c?8 D.69 .1#5. C 9. 100001 MIN....VEF:TIi=AL F:EIiVF. — . 15 .% ( IN'••- ) e 0.18C) MIN. HOF:I ZONTAL •F:EINF. — ..-5 % (IN'``i.2:i e 0, 300 DESIGN F:EINF...—. VERTIi_AL-. #5 @ 8 — HORIZONTAL: #5 C 15.' COMBINED STRESSES C WALL: o.44 .::: 1 : o HE I GiHT. FROM TOP `OF THE WALL —..H2 (F E E T,') e 5. .5 HE I-GHT FROM TOP OF THE SOIL = `Hr 2 (FEET).". G. 5 TI -I I i_k::NESS OF. WALL — ' BOTTOM'S { I M_ HES) e 1 c . 3' TOTAL .EARTH PRESSURE+ — T Fw'� c; f::: I F' o.63 MOMENT C H ' - Mw'' ( FT—k:: I F') e 1.37 AREA REINF. is INs d° (IN) SIZE SPA ------------- 0_117 B e i ic_?. #k5 C-31.8 :. DES I 13N F:E I NF e — VEF:T T i_AL_ c #�' C '4 r FLT EN+G WEER I N+G PRO.JE+=T . .JOHN .RANDALL � 57'4i +=:LARK: F:OAD , JOB i d0 0' . _C ?' i. - +_ FARAD I SE 9 + A DAlE . !1'�'v'.= (.n1F�' -37:._—� X54 ALC S ' B`Y FLT •SHEET' 7 . OF �f 'SHEET' FOOTING DES.I+GNe . DENSITY OF SOIL (F'+_ F ),e 1 C) C DENSITY OF += ONi_ EF:TE ( PCF )-.e - 15c i OVERTURNING RATIO — MIN: — MAX- -,5 ALLOW. SOIL BEARING PRESSURE CPS F :? e i 1500 ALLOW.' LATERALBEAR I NG F'F:ESSURE (PSF ) FRICTION +__:OEFF I.+_ I ENT 0.335 DESIGN .FOOTING DEPTH c: I NCHES) a 's .1' DESIGN FOOTING' WIDTH — HEEL (I NCHES)-: "24 — TOE (I N+_ HES ?.a :36 ` FOOTING' E .- DEPTI--I ,°: WIDTH (IN=HES)o 8 -: BAl :--:: TO BACk*- OF WALL (IN=HES:? e :?�# ". TOTAL WIDTH OF FOOTING' (INCHES): 72 OVERTURNING FORCE--* F6 (K: I P ).e '' 1.96 ". OVERTURN I N+G MOMENT' — I�,_ .. (FT—k:: I F') o j ?,, 6i ? TO1-AL RESISTING WEIGHT — W '(k::IP) e 31 RESISTINiG MOMENT ..— Mr- (FT—I•:::IP:) e. .., .'U. 71 -OVERTURNING F:A7` 10 - SF 2.72- .72NET NETMOMENT — Mn (FT —K: I F' ) e 1 i. ECCENTRICITY' — e (FEET) ;' .123. c�., j J E CENTRIC.' MOMENT —..Me (FTi N::_IP) - :` 2. 81 , FOOTING AF:EA —.'Af (Fl"22)a r 6.i>c;;. SE+_T.ION MODULUS. - S (FT``3:; SOIL PRESSURES- DL ONLY '= . SF't (F'SF) s 1353.29 15c ii) ' — SPh (RSF) e 415. 9) 0 SOIL PF.ESSURES ADDED LL --,SFT . (PSF) 0 14ES.'29 1500 r — SPFi 9 C F'SF) e 745.90 i t SLIDING .RESISTAN+ E — Fr(k:TF') e 2.97 1.98 ' FOOT I N+G' -- TOE: .Cd . EARTH PRESSURE TOE - Fv c: E:I P) o 5.85 MAX., MOMENT° 'L TOE — Mt • ( FT—f.: I F') e 5. 7 AREA REINF. <IluC'TN) 'SIZE R_:. SPA, (LN:; + -------------- C 449 8. 6'G , #5 L 8. 3 DESIGN TOE REINF. e #5 (d 8' FLT, ENi�LNEEF:IIVi PROJECT,, a 'JO!-lig! F:At�lll_ALL 57•: o CLAF:F:: ROAD JOB I�10.0 F f�F'AD T SE, i.:A -DATE. - . Ji V:J'- CALF -."S BY FLT t SHEER OF � • FOOTING HEEL" 'UN •I FORM WEIGHT L HEEL - Wv ( F'LF i ' WEIGHT 'DUE TO GRADE SLOPE - Wq ; C F'SF ? t -PRESS. @ REAR FACE OF ' WALL- - .SF`f ('PSF) - � 7'x:5. 37 MAX. -MOMENT L HEEL - Mfg (FT -k:: I P) : , , 0.92 f AREA F:EINF. (IN.y.� Ydl (IN' SIZE °, SPA. t.IN:;. ti, i�ES 9.E'i #5 @ 57.4 ' DES I GN HEEL . RE I NF.,:,. #S C 32 a 16 tit _ .t '{ •� •. .. 3190 C'4NT /GE'2 CONCR�T� SHED' 'BY ..:......._..... GATE. L-1._.... SUBJECT.(`"_ POR..._. JOB NO .............................. - - J - ✓. A!AVDA41 FN!//ZG DES1Cx1 P�R�DiSE Com, ,. Sl1PE,2lC1POSET, LOiP•DS SER .SHEET �/ �� l , E - � G ErEG • .. - �5 � I5 o.G HOS/Z. � � it/�4 LL p ;v: / u JW • -PA7'UeA-' 'b Llv • `V GR•f DF �` N I NIP fl��k 7iT �p30 4ESS/pN A LSP Ilya 2.. rOR GES/6N C.P/TER/Q ce �, z uj �EPER..TO_.S/EFT/_.• _ __ _.-. _ _ _....No. 32 m Civi T S ` , 9TFOF CAL�F��� 3 >�OY/DEP�i2i-= JRA TSD � �/ 3/92 D�2.�/l✓ P/PF Tb -r�xYL/6NT GP D�lc/ �OC•C �//�. U-' LIV LN IINN OPT/ON.4� 4JC,4T/ONS• 5790 CLARK RD., PARADISE. CA. 95969 (916) 872-0254 ' FLT AGI NEEP: I Nim SUBJECT: TYP I CAL RES I DENT I AL FOUNDAT IONS 5790 ' CLARK ROAD PARADISE, CA BY. FLT DATE: 5/9t JOB NO. i 1089 — 1 'PROJECT: JOHN RANDALL / ENVIROMENTAL.DESIGN SHEET 1.. OF 8 5 #3'3 , BLACK- OLIVE DR I VE, PARADISE, CA :'35' 6'3 STUD WALL, FLOOR &"ROOF ARE SUP'P'ORTED BY CONC. RETAINING—SEARING WALL, FOUNDATIONS. C=ONCRETE WALLS ARE SUPPORTED C TOP BY CONCRETE SLAB AND ' AT- THE BOTTOM .. BY A CONTINUOUS FOOTI Nim . CODE 1988 UBC SUPERIMPOSED WADS: MIN. DL� .910 x. (3+8) = 11 k:/1 MAX. LL = .030 16 +,016A 'QS -3j` +..cilia k 8.. 650 :% 6 = ..99 k:/l LOADING PER ABOVE IS CRITICAL FOR `BOTH BEARING C I Ni :LUDES ' DL+LL ? AND. SLIDING. RESISTANCE CMIN. DL ONLY;; MAX. LL - ROOF SNOW +'ADD'L�ROOF DL +-ADDIL WALL DL '+ FLOOR DL+LL SURCHARGE OF 2000# WHEEL: LOAD C' APPP:OX . M 3 9 FROW WALL . :': O/.6'''' _ . 05 k..SF .-- 1 9 SURi :H. CALL' S.. RROV I DED FOR e A. 4'-0" HIGH WALL - SHEETS .2 & -3 B. 6' —0" ..HIGH WALL — ' SHEETS 4 ° 5 C ,-BY-0" HIGH WALL - SHEETS 6.&'7 CONSTRUCTION DETAIL - SHEET .'8 MATERIALSa. CONCRETE —' ULTIMATE COMPRESS ; STRENGTWO f1p 2000 PSI @ 28 DAYS, s RE I NFORC INi3 . = ASTM. A615; GRADE 40.7 WELDED WIRE MESH ' ' ASTM A185,. E::E — W1 ; 4 x W1,4 ALLOWABLE SOIL, BEARING, PRESSURE — 150 i - PSF, ALLOWABLE LATERAL DAG! PRESSURE. 260 PSF a � FLT. ENG I NEER.I NG PROJECT a JOHN, RANDALL 57'ji) CLAR:k:: ROAD JOB NO., . 1089 - 1F'AR:AD I SE 9 CA DATE :. 5/ 1991 (9 16) 87 _-0'254 CALi_' S By' :.. FLT SHEET Z OF, -SUBJECT",CONCRETE RETE RET..A I N I N3 .—.BEARING WALL WALL . DESIGN a ALL ' CALCULATIONS ARE IN UNITS/LN.. FT. GRADE SLOPE -RAT 1O: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF) : 3o SURCHARGE (FEET). 2000# Vic?# WHEEL`. LOAD" 1 YIELD STRENGTH REINF. [;`S I) : 4o ULTIMATE. COMPRESSIVE STRENGTH -OF CONCRETE (F'S 1'): viii GRAVITY LOAD — DEAD LOAD c: E :I F'') O. 11. — L.IVE LOAD (k:IF'). i�e9 OVERALL HEIGHT OF THE WALL - Hw (FEET) : - 4 OVERALL HEIGHT .OF THE SOIL - Hr (FEET): 4.67 TH I i_ k"NESS OF WALL ` — T (INCHES): E COEFF I`i_ I ENT — a TOTAL EARTH PRESSURE — ,Fhr 0%.'I P) a c:)e,S3 REACTION @' TOP OF. WALL —..Rt ( K I F') : i �, 13 • REAi=TION .@. BOTTOM OF WALL — . Rb c: k:: IP) : .. O. 20 HEIGHT OF 101 SHEAR - Ho .(FEET:): _.24 MOMENT -. Mw (TT—F.::I F') :. Cy •1 E AREA REINF. ( IN"-'�') ' d' (IN) ' SIZE .'°: SPA (IN) 0.0 9. ^..75 44 @ 81.4 MIN. VERTICAL REINF., - : 15 ./ c:IN ._) : ire 108 MIN. HORIZONTAL REINF. - .'25 % (IN'-.' :) : i). le(:) DESIGN RE.I NF . = VERT I CAL: #4 @ 24 — HORIZONTAL: #4 @ _13 . COMBINED STRESSES @ WALL • FLT ENGINEERING PROJECT: JOHN F:ANDALL 57'ji? • i_ LAFT:' ROAD JOB NO. '1 c i89 — 1 PARAD I SE -y CA DATE : 5/1991— ' ('� 16) .87'x—c i' 54 CALG'S BY : FLT SHEET OF r : FOOTING DESIGN:. , ---------------- -------------DENSITY DENSITY OF SOIL (PCF): 100 DENSITY OF, CONI :ERTE (PCF) : .15C) ALLOW. SOIL -BEARING. PRESSURE (PSF) : 15001. ALLOW. LATERAL BEATING - PRESSURE" (PSF):• 20 FRICTION COEFFICIENT — Ft--: ` (Y.35 3S s BEARING PRESSURE. REDUCTION (PSF) : � 0: NET.. ALLOW. BEARING PRESSURE C. PSF) : � ' 1500 PRELIM. FOOTING - WIDTH 12.75 — DEPTH (INCHES): 6.0 DESIGN FOOTING — WIDTH (INCHES):15,00 ` — DEPTH ( I NCHES) : r, 8.00 TOTAL GRAVITY LOAD'— Pv (k I F') : 1.70 INCREASE OF ALLOW. SOIL PRESSORE- (%) : o.(-) A,__:TUAL SO I L . PRESSURE - 0 (PSF) : 13G0 :: 15i �i � SLIDING RESISTANCE• - Fr (K1P) : ci, 38 :: 0. 20. SLAB REINFORCEMENT: F:E I NF C TOF' . OF WALL (BAF: 4 MAX. HORIZONTAL SPAN OF WALL (FEET): B. 65 DES I GN , HOF: I ZONTAL' SPAN (FEET).. 4 ' SLAB . TH I Ck::NESS (INCHES) :' SLAB W I DTH 'RECU I RED (*FEET)- '. 7.27 - .' 7•DESIGN.AREA DESIGN -AREA OF SLAB. REINF. (IN='2/•LF) : 0— 029 ALLOW. TENSILE STRESS OF REINF. (F::SI): .4 LENGTH OF DOWELS. (INCHES): .8.78 FLT ENGINEERING PROJECT : JOHN F'ANDALL5799 AFT 'Cl ROAD, : JOB IVO.. 1 o89 -.1 PAF'AD I SE, i_ A -� DATE •5/1991 16) 87'x: -i ' 54 ' ,i :AL=:' S BY, : .FLT SHEET.. ¢ OF SUBJECT: ► ONS RETE RETAINING.—BEARING WALL WALL DESIGN: ------------ --------.ALL ALLCALCULATIONS ARE IN UNITS/Lid. FT. 3RADE:SLOPE RAT 10.. _ LEVEL SOIL EQUIVALENT ):' FLUID PRESSURE (PSF 30: SURCHARGE ( FEET) :: 20005# WHEEL LOAD -1 YIELD STRENGTH REINF. (KSI): 40 - ULT I MATE. COMPRESSIVE STRENGTH., OF CONCRETE .,(F'S.I ' o 2o ac i GRAVITY LOAD . - DEAD LOAD' '(F:; T F') ' : r i a , i. 1 - LIVE LOAD 0 --::IF' ia° yy OVERALL HEIGHT OF.THE WALL,;- Hw (FEET): 6 OVERALL HE I GHT OF THE.SO I L - Hr ('FEET): 6.67 . THICKNESS OF WALL' - - T ( INCHES) : 6 COEFFICIENT - a . 1 ..46 TOTAL EARTH PRESSURE - Fh,r ( k::I F') : c:a o E7 REACTION @ TOP OF WALL Rt (KIP' §o.25 REACT I ON. @ BOTTOM' OF WALL - Rb ('KIP):'. 0.42 _HEIGHT OF 161 SHEAR - Ho , (FEET)i. MOMENT 7'Mw (FT-F`I.P) :.' AREA REINF. (IN''2) 9d' IN)'' SIZE & SPA (IN) '--=------------------------------=--------------- ► 0 -;923.75 #4 @ �G. MIN. VERTICAL REINF. = .-15 % ( LN,"- ) : (a, 1ci8 MIN. HORIZONTAL- REINF.. - .'225 % (IN -.` 22) - J. 18ci DESIGN REINF: -'VERTICAL: #4 : @* -.-'4 ' - HORIZONTAL: ., #4 @ 13 =:OMBINED STRESSES @ WALL < 1. i_a �0.227 • FLT, ENGINEERING - PROJECT : 'JOHN RANDALL .1 .: 57'3 i l_ LAF:k:: ROAD.' JOB No..- 10 89 —, FARAD I SE, .' i=A DATE `,1. 1'91C 916:) 87'�—c'�5�1 CALCIS BY: .FLT. fi SHEET OF_� FOOTING DESIGN: ---------------- ---------------'DENSI.TY 'DENSITYOF SO I L (PCF) : � 100 . DENSITY OF.* GONi_ ERTE •(P :F) •: 150 ALLOW, SOIL • BEARI Nf3 PRESSURE (F'SF )': 15C )0 �. . ' ALLOW, 'LATERAL.BEARING PRESSURE (PS F FRICTION COEFF I i=: I ENT — F-:.-- ,, o.35 BEAR,I Nim PRESSURE REDU)= T I ON. • (F'SF ): ; ..,o . NET. ALLOW. .BEARING ,PRESSURE _ (F'SF ):. 1500 z' PRELIM. ~FOOTING'— WIDTH (INCHES): 'DEPTH 14:3 — (INCHES):.- YDESI3*N F1,00 ^ ' FO'OTLNG =— WIDTH (INi=HES)':: 18. oO ` t — DEPTH '(.INCHES): 14. c ii) j. TOTAL GRAVITY LOAD — F'v , c: k: I F') : 2.j 5 INC=REASE OF -ALLOW.SOIL PRESSURE .t:%?.; 3.3 ACTUAL SOIL RRESSURE = L_-.1- is F'SF') : 14O 1, .,' 1550 '. . SLIDING :RESISTANCE = Fr Cf::IF':) : 0.,68-- C 42'. 14. ' SLAB F'E I NFORi= EMENT a RE I NF @ TOP OF WALL ( BAF , #.): MAX. HORIZONTAL SPAN • OF WALL. ( FEET) •:. `S , 1 DESIGN HOF' I ZONTAL SPAN ('FEET-.):' 4-1 SLAB THI�_k::NESS (INi=HE:S7: SLAL� WIDTH F:EGlU I RED ( FEET) ;.'1 S. DESIGN AREA OF SLAB REINF. (IN'`2/LF.): o.(--)29, ' ALLOW e , TENSILE STRESS OF F1E I NF . (f -::S I :� :4 ' LENGTH .OF DOWELS (INCHES): 17.05 ' t , . FLT ENGINEERING PROJECT e JOHN F:ANDALL _ 579c i F LAFT:*. ROAD JOB NO. 1089 i89 — 1 FARAD I SE, CA , DATE 5/ 1991 i'54 (9 1 E) '872-0254 CALC'. S BY .. FLT SHEET 6 OF .� . SUBJECT: CONCRETE RETAINING — BEAR INig WALL WALL DESIGN: ALL CALCULATIONS ARE IN UNITS/LN.'-FTe GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE ( F'SF) : 3C SUF'i=:HAF'13E �: FEET )' : � �c i� i# WHEEL LOAD 1 YIELD STRENGTH REINF. 0;`S I) : 40 ULTIMATE 1_'OMF'F:ESS I VE . STRENGTH OF CONCRETE �: F'S I) : �mi m 13RAV I TY" -LOAD — DEAD LOAD k:: I F') 0..1 1 — tIVE LOAD <F.:IP? 0.99 OVERALL HEIGHT OF THE WALL -' Hw ('FEET) : 8 OVERALL HEI 13HT OF -THE SOIL — Hr : ('FEET'):: 8.67 TH I Ck::NESS OF WALL' — T (INCHES) : 6 COEFFICIENT — a : 1.4E TOTAL EARTH PRESSURE - Fhr 0%` I F') : 1.13 REACTION @ TOP OF WALL — Rt 0::: I P : ` . 0..41 REACTION C BOTTOM OF WALL — F:b r F::I F') HEIGHT OF 101 SHEAF: — H� � (FEET:)--' 4: 54.'- 4:MOMENT MOMENT- Mw (FT—KIP).- 1.14 AREA REINF. ( IN` 2) SIZE & SPA CIN) c ) . 2O8 3.75. #4 @ 11.5 MIN. VERTICAL REINF. — ..15 ✓. (IN'' -'2) : 0. 108 MIN. HORIZONTAL REINF.--, .25 % (IN•'`2 ).: c?. 18o ' DESIGN. REINF. — VERTICAL: #4 @ ' 11 — HORIZONTAL": #4 @ 13, COMBINED STRESSES @ WALL: o.57 `'. 1 .. c i ` FLT EN�� I NEEF: I NG PROJECT JOHN _RANDALL� 5790 CLAR. ROAD JOB NO .. ] c_i8'�"— 1 PARADISE, CA DATE 5/ 1991 (9 161 372-0254 7'2-0 54 CALC* =ALC'. S BY. FLT SHEET % 'OF FOOTING DESIGN: DENSITY OF. SOIL c: PCF) : 1(-)o :. DENSITY OF CONQ—EF:TE 'c: P :F) :; 150 ALLOW: SOIL BEARING 'PRESSURE,'(:FSF);:. 15oo - + ALLOW. LATERAL BEAR I NG * PRESSURE :,i �o FRICTION -. Fc: -COEFFICIENT. BEARING PRESSURE REDUCTION • c: PSF 5 : c i" NET. ALLOW . BEAR I Nim PRESSURE•c: PSF: ' 1500 PRELIM. FOOTING.— W I DTH ' ("I NCHES) : 15.'3O ' — DEPTH ( I Ni= HES) : ` • 15.6E .' DESIGN' FOOTING— WIDTH (:INCHES:) c 1.8. cic =. DEI='TH �c:INCHES:�`, •'ci,}i�c:i TOTAL GRAVITY .LOAD :— P'v 0::'I PJ ,x.51 INC REASE OF ALLOW'. SOIL PRESSURE c: %) a 1 3 . _ ACTUAL SOIL PRESSURE — .0 c: PSF :i o 1 F, 7 22 17i �i � .. SLIDING RESISTANCE — .Fr c.F:IF') : 1.709 Q. 7' uSLAB "REINFORCEMENT. , ------------------- F:E I NF @ TOP OF WALL (BAR # :i : 4 MAX. HORIZONTAL SPAN OF WALL (FEET),-, 4.84 DESIGN HORIZONTAL SPAN (FEET):' 4. SLAB TH I CF --`NESS (INCHES): -SLAB WIDTH REOU I RED . C FEET) DESIGN AREA OF SLAB. REINF.' (_.IN-2/LF.) : cj, 029 ALLOW. TENSILE STRESS . OF 'RE I NF . C F :S I Y- ' 24''. LENGTH, OF.DOWELS (INCHES)`: '� 28.. C)-� DATE..-:O�' RG SUIEGT--TYP�C/¢COit/C.2CT�„ SHEET u0 ..--.. OF..4_.: DATE..-:-.- ._. .....=0IJNOi4T/ONS.:-_..f�R-_..... Boa No, ✓, O.4C 4 ' dwVIiF' . 4 , Q�pf ESSIpNq � G � L OA D//!G PFle ' yco 24 4 m sf9l CIV CAL\F� /O -0 piWAI 4f AW4 L A, PERT, fV�fLL �'E/iVP. /NTO /D�/O CvR15 — -fB o , c. "X x ; 24ae/4. 51B,1 .30`8 C. OR BEND !�/s{L �eE/,tlF TO SZ143 See Allo %e d4, Q co /3 m.G, HOre/Z x 'X yeRT, — 6'01W,407 c5O . L I- 2 AcG E,ae ,.467E To ��'&" � � I I 1 BAC�F/GG - -d: 1V4TU)"1- %4 NJ �NJ 3 e 'Awl y, a � a a co N . . / DOWELS TO i'1ATCf1 BERT, WA4.G Re/A F� OPT/O1ML ) /S u� .GAP SPL/Ge -2¢' x1m - ,G: =iPOI//DF S'HO�1lvG Dom: CONG. A44Z4 61,lvr14 Tf1E CONC. Ori SG.4,8 1S CUSPED. L�9P HO�e/z: •,ems/N�. /8 �'�J/it/. ' 5790 IF LT � OMMEWQ � D., PARADISE; CA. 95%9 (916) 872-0254 r _ i COW.. T ICBO Evaluation Service Inc. J n A subsidiary corporation of the International Conference EVALUATION REPORT Copyright© 1991 ICBo Evaluation Service, Inc. Filing Category: FASTENERS --Concrete and Masonry Anchors (066) KWIK BOLT -II AND POST NUT KWIK BOLT -11 HILTI,INC. 5400 SOUTH 122ND EAST AVENUE TULSA, OKLAHOMA 74146 I. Subject: Kwik Bolt -II and Post Nut Kwik Bolt -II II. Description: A.'Kwik Bolt -Il: Kwik Bott-II (KB -II) concrete anchors consist of a stud, wedge, nut and washer. The stud is manufactured from either a carbon or stainless steel material. The carbon steel Kwik Bolt II stud is made from AISI 1038 or from AISI 1144 materials. The wedge is made of AISI 1010 steel. All carbon steel components are zinc plated. Each component of the stainless steel Kwik Bolt -II is made from either AISI 304 or AISI 316 material. The stud consists of a high-strength steel rod threaded atthe upper end. The tapered mandrel has an increasing diameter toward the anchor base and is enclosed by a three -section wedge which freely moves around the mandrel. In the vertical direction, the wedge movement is restrained by the mandrel taper at the bottom and by a collar at the top of the mandrel. When subjected to torque, the wedge is forced against the wall of the pre- drilled hole to provide the anchorage. Allowable tension and shear values in normal -weight concrete are tabulated in Tables Nos. I I and I I I forthe car- bon steel and stainless steel anchors, respectively. Allowable tension and shear values for lightweight concrete are shown in Table No. VI. B. Post Nut Kwik Bolt -II: Post Nut Kwik Bolt -11 concrete anchors consist of either a carbon (AISI 1144) or stainless (Type 304) steel stud and post nut. The stud threaded end is fabricated to accept a threaded post nut whose outside. diameter is equal to the nominal diameter of the stud. The post nut has a countersunk head configuration.Allowable tension and shear values in 3,000 psi normal -weight concrete for carbon and stainless anchors are tdbulated in Table No. IV. C. Installation: 1. Kwik Bolt -11 anchor is installed in concrete with a prem drilled hole of approximately the same size as the nominal bolt diameter. The drilled holes must exceed the depth of anchor embedment by at least two anchor diameters to permit overdriving of anchors and provide a dust free area. The anchor is hammered into the predrilled hole until at least six threads are belowthe surface. The nut is then tightened againstthe washer until the torque values specified in Table No. I are attained. Minimum embedment depths, edge and spacing requirements are set forth in Table No. I -A. 2. The Post Nut Kwik Bolt -11 anchor is installed in a predrilled hole in con- crete approximately the same size as the nominal bolt diameter. The drilled holes must exceed the depth of anchor embedment by approximately two anchor diameters to permit overdriving and provide a dust free area. The oT Building Officials Report No. 4627 May, 1991 .anchor is tapped into the hole until the post nut head touches the material to be fastened. The post nut is then loosened by two complete turns and the anchor tapped again until the post nut is again in contact with fastened material. The post nut is then tightened. D. Special Inspection: Where special inspection is required, com- pliance with Section 306 of the code is necessary. The special inspector must be on the jobsite continuously during anchor installation to verify an- chor type, anchor dimensions, concrete type, concrete compressive strength, predrilled hole dimensions, anchor spacing, edge distances, slab thickness, anchor embedment and tightening torque. E. 1990 Accumulative Supplement to the U.B.C.: This report is unaf- fected by the Supplement. F. Identification: The anchors are identified in the field by dimensional characteristics and packaging. The packaging label indicates the man- ufacturer's name. and address and the size and type of anchor: A length identification code letter is stamped on the threaded end of the bolt. See length identification system, Table No. V. III. Evidence Submitter: Descriptive data; tension and shear tests Findings IV. Findings: That the concrete anchors described in this report com- ply with the 1988 Uniform Building Code, subject to the following condi- tions: 1. Allowable shear. and tension values are limited by Tables Nos. II through IV, 2. Minimum embedment, spacing and edge distances, and other installation details are as set forth in Tables Nos. I and I -A. 3. Allowable loads for anchors subjected to combined shear and tension forces are be determined by the.ratio of the actual shear to the allowable.shear plus the ratio of the actual tension to the allowable tension not exceeding 1.00. 4. Anchors are not.subjected to vibratory or shock loads such as supports for reciprocating engines or crane rails unless adequa- cy is determined by tests and approved by the local building offi- cial. 5. Allowable loads are not increased for duration of loads such as wind or seismic forces. 6. Expansion anchors are installed in holes predrilled with a Hilti carbide -tipped drill bit, manufactured by Hiiti, Inc. This report is subject to re-examination in one year. Evaluation reports of ICBG Evaluation Service, Inc., are issued solely to provide information to Class A members of ICBG, utilizing the code upon which the report is based Evaluation reports are not to be construed as representing aesthetics or any other attributes not soecifually addressed nor as an endorsement or recommen- dation for use of the subject report. This report is based upon independent tests or other technical data submitted by the applicant. The ICBG Evaluation Service, Inc.. technical staff has reviewed the test results and/or other data, but does not possess test facilities to make an independent verification. There is no warranry by ICBG Evaluation Service, Inc.. express or implied, as to arty '`Finding" or other matter in the report or as to any product covered by the report. This disclaimer includes, but is not limited to, merchantability. Page 1 of 4 P Page 2 of 4 CM DC TL D IE TABLE NO. 1—INSTALLATION SPECIFICATION' Report No. 4627 .. SETTING DETAILS ANCHOR SIZE KS41 I KB-IIKB41 KB41 - 14 inch "nch 1/2 inch We inch KB•11 I L4 inch .KB41 t Inch BD = D drill bit size = anchor diameter (Inches) 1 '/- 3/s 'iz 5/s 3/4 1 E depth of embedment (minimum/standard) (Inches) i 1,/8 2 15Js �.2t/2 21/4 17T, 23/4 i 4 1311- 43J- 14t2 6 i DC wedge clearance hole (Inches) 5/16 7116 9!16 .1 1/16 I 13116 I 11/8 L anchor length (minimtix) (Inches) 131- . 4112 121/a 7 231- i. 31/2 1 10 . 412 .12 . 6 12 TL thread length std./extra thread length (Inches) 3/4 3 71s 4 111-" 4 1'h 41/z 1112 4'2 211- 4'/2 M installation : Stainless Steel torque (ft. -lbs.) :.Carbon Steel. : min. E guide values :.std. E 4 20 30 ( 4 20 30 7 ?5 45 75 75 95' 150 I 150 225 .200 200 350 BMT thin. base material thickness (Inches) - 3' or 1.3 x Embed. depth whichever is ereater 41/2 41/2 ''[fuse details are for the KB -II anchor. Refer to the evaluation report for additional Post Nut anchor informarion. TABLE NO. I -A .ANCHOR SPACING AND EDGE DISTANCE REQUIREMENTS1-ZI4-5 - DESCRIPTION ANCHOR SIZE 14 inch I ata inch 1 112 inch-- sle inch' 3/4 Inch 1 inch EMBEDMENT • minimum/standard (Inches) 1111s 1 2 1518 12th_ 1 2'/- 3112 23/4 1 4 31/- 43/- 41/21 6 i AS spacing required to obtain maximum workingload (Inches) i 3 3' i 44- 1 ='!2 1 6 1 6 .. 1 71/z 71h_ 9 1 9 1 12' 12 ASmin minimum allowable spacing between anchors (Inches) 11x2 1'12 211.1 2114 1 3 1 3 33/- 133/4 f 41/2 41/2 6 6 ED edge distance required to obtain Shear maximum working load (Inches). Tension 1 331x 1}1- 33/8 3 14718 2'/2 4118 33/4 1 63/4 33/s 1 631-. 51/4 8'/- 4118 1 8114 6 93/- 47/8 93/4 71/a 131/_ 63/4 113'2 9 EDmin minimum allowable edge i Shear distance (Inches) Tension 13/4 I l/x i 131- , 2 2112 ! 51x 2 V { '1!•. - 33/8 711_ 33la 1 31, i 4'18 173/ 4'Ix j _ 47/8 31A 14718 i dile 6314 ( ' i2 -63/- 6 i 'When using EDmin and the load is shear, reduce the working load by -50 percent. 2 When using EDmin and the load is tension, reduce the working load by 20 percent. )For AS and. ED of anchors with actual embedments ber veen.the fisted embedmems. use the linear interpolation.. ' For AS and ED of anchors with embedments greater than the deepest embedment listed. use the value for the deepest embedment shown in the table. )Data in this table and the footnotes apply to all anchors covered in this report. *� Page 3 of 4 TABLE NO. II -KB -II CARBON STEEL ALLOWABLE TENSION AND SHEAR VALUES (In Pounds)"," Report No. 4627 ANCHOR DIA. (inches) DEPTH EMBED. (Inches) f'e = 2000 psi Tension Whh' Without' Sp. Insp. Sp. Insp. Shear f'� = 3000 psi I Tension With= Without" Sp. Insp. Sp. Insp. Shear f', = 4000 psi Tension I With' Without' Sp. Insp. Sp. Insp. Shear I f" = 6060 psi Tension With' Without' Sp. insp. Sp. Insp. Shear 1/4 .11/8 250 125 400 310 155 400 360 180 400 440 220 400 1/4 1 2 525 265 400 550 280 400 590 295 400 625 315 400 '/4 I 33/4 625 315 400 625 315 1 400 625 315 400 625 315 400 3/8 15/8 500 1 250 925 615 310 1 975 710 355 1,025 800 I 400 1.025 3/8 21/2 1,125 565 1,100 1,210 605 1,100 1,290 645 1.100 1,450 725 IJ00 3/8 4'/4 1,250. 625 1.100 1,300 650 1,100 1.350 675 1,100 1.450 725 1,100 1/2 21/4 1,100 550 1.810 , 1,1230 615 1.840 1.365 680 1.840 1.625 815 1,840 1/7 31/2 1.750 875 1,840 - 2,000 1,000 1,840 2250 1,125 1.840 2.625 1.315 1.840 1/1 6 _ 1,950•. 975 1.840. 2,165 1,080 1,840 2.375 1,190 1.840 2.625 1,315 1,840 5/8 23/4 1,500 750 2,875 1,750 875 2,875 2,000 1,000 2.875 2.500 1.250 2.875 3/8 4 2,250 1,125 3.125 2,670 1.335 3.125 3,090 1,545 3,125 3.925 1.465 3,125 5/8 7 3,000 1500 3.125 3.250 1,625 3.125 3,500 1,750 3.125 3,925 1,965 3.125 3/4 31/e 1.850 925 3,875 2,175 1.090 3,875 2500 1.250 3.875 3,000 1.500 3,875 3/4 43/4 2,750 1,375 4.225 3,875 1.940 4.225 4,500 2,250 4.225 5.500 2,750 4.225 3/4 8 - 3,750. 1,875 4.225 4,625 2.315. 4.225 5500 2350 4,225 5.925 2,965 I 4,225 1 4'/� 3,125 1.565 6,625 3.800 1,900 7,125 4.375 2.190 7,625 5.250 2.625 8.625 1 6 5.000 2.500 8.625 5,815 2.910 8,625 6.625 3.315 8,625 8.250 --j 4,125 8,625 1 9 6,250 3.125 8.625 7.190 3595 8.625 8,125 4,065 8,625 10.000 5,000 8.625 'The tabulated tension and shear values are for anchors installed in stone -aggregate concrete having the compressive strength at the time of installation. Concrete aggregate must comply with U.B.0 Standard No. 26-2. 27nese tension values are only applicable when the anchors are installed with special inspection as set forth in Section 306 of the code. 3These tension values are only applicable when the anchors are installed without special inspection as set forth in Section 306 of the code. -The tabulated values are for anchors installed a minimum of 12 anchor diameters on center for 100 percent efficiency. Spacing may be reduced to 6 anchor diameters provided the values are reduced 50 percent. Linear interpolation may be used for intermediate spacings. TABLE NO. III-AISI 304 AND 316 STAINLESS STEEL KB -II ALLOWABLE TENSION AND SHEAR VALUES (In Pounds)t'4 'The tabulated tension and shear values are for anchors installed in stone -aggregate concrete having the compressive strength at the time of installation. Concrete aggregate must comply with U.B.C. Standard No. 26-2. =These tension values are only applicable when the anchors are installed with special inspection as set forth in Section 306 of the code. -'These tension values are only applicable when the anchors are installed without special inspection as set forth in Section 306 of the code. The tabulated values are for anchors installed a minimum of 12 anchor diameters on center for 100 percent efficiency. Spacing may be reduced to 6 anchor diameters provided the values are reduced 50 percent. Linear interpolation may be used for intermediate spacings. /'r = 2000 psi f', = 3000 psi 1'� = 4000 psi f', = 6000 psi ANCHOR DIA. (Inches) DEPTH EMBED. (Inches) Tension With' Without" Sp. Insp. Sp. Insp. Shear Tension With2 Without' Sp. Insp. Sp. Insp. Shear Tension With Without' Sp. Insp. Sp. Insp. Shear Tension With= Without' Sp. Insp. Sp. Insp. Shear 1'/8 300 150 525 315 156 540 325 165 550 350 175 550 2 440 220 550 520 260 550 520 260 550 520 260 550 '%4 33/4 520 260 550 520 I 260 550 520 260 550 520 260 550 3/8 15/8 400 200 825 460 230 950 515 260 ( 1,075 1 625 315 1.150 3/8 21/2 875 440 1250 1.025 515 1.150 1,175 590 1,250 1.350 I 675 1.250 3/8 41/4 1.000 500 1.250 1.250 625 1.250 1,350 675 1,250 1,350 675 1.250 V2 2'/4 7 800 400 1,700 1,000 500 1,740 1,200 600 1.775 1,250 625 2.085 31/2 1,250 625 2.085 1.625 815 2.085 2.000 1.000 2.085 2.250 1,125 2.085 6 1,375 690 2.085 1,765 880 2,085 2.150 1.075 2,085 2550 1,275 2.085 5/g 23/4 1.175 590 1625 1.500 750 2.875 1.700 850 3,125 I 1.800 900 3.125 5!s 4 1,750 875 3.125 2.250 1.125 3,125 2.750 1.375 3.125 3.000 I 1-500 3.125 5/8 7 2.250 1,125 3,125 2,825 1,415 3,125 3025 1,715 3.125 3.425 1,715 3.125 3/4 31/4 1,450 725 - 2.700 1,825 915 3,100 2,200 1,100 3,500 2,450 1,225 4500 3/4 43/4 2,350 I 1,175 4,225 3.050 1.525 4.365 3,625 1.8.15 4500 4,375 2,190 4500 3/4 8 2,750 1.375 4.500 31625 1.815 - 4,500 4.250 2,125 4,500 4.800 2.400 I 4.500 t 41/, 2.925 1.465 5.700 3.625 1.815 6.350 4.325 2.165 7,000 4.500 2.250 7,000 1 6 4.125 2.065 7,000 I 6.000 I 3.000 7.000 6.750 3.375 7,000 I 6.875 3.440 7.000 I 9 5.250 ( 2.625 7.000 7.500 j 3.750 7,000 8.800 4.400 I 7.000 8.800 4.400 7.000 'The tabulated tension and shear values are for anchors installed in stone -aggregate concrete having the compressive strength at the time of installation. Concrete aggregate must comply with U.B.C. Standard No. 26-2. =These tension values are only applicable when the anchors are installed with special inspection as set forth in Section 306 of the code. -'These tension values are only applicable when the anchors are installed without special inspection as set forth in Section 306 of the code. The tabulated values are for anchors installed a minimum of 12 anchor diameters on center for 100 percent efficiency. Spacing may be reduced to 6 anchor diameters provided the values are reduced 50 percent. Linear interpolation may be used for intermediate spacings. y �P*e 4 of 4 Report No. 4627 TABLE NO. IV—POST NUT KB -11 ALLOWABLE TENSION AND SHEAR VALUES (In Pounds)'.' 'The tabulated tension and shear values are for anchors installed in stone -aggregate concrete having the compressive strength at the time of installation. Concrete aggregate must comply with U.B.C. Standard No. 26-2. '-These tension values are only applicable when the anchors are installed with special inspection as set forth in Section 306 of the code. ;These tension values are only applicable when the anchors are installed without special inspection as ser forth, in Section 306 of the code. 'The tabulated values are for anchors installed a minimum of 12 anchor diameters on center for 100 percent efficiency. Spacing may be reduced to 6 anchor diameters provided the values are reduced'. 50 percent. Linear, interpolation may be used for intermediate spacings. TABLE NO. V—LENGTH IDENTIFICATION SYSTEM ' STAMP OWANCHOR A B C+ D E - _ 3000 psi ( P O- R S T I U V W X Y' Z Length Tensionc 11/2 2 21/2 3 _'3'/2 ANCHOR MINIMUM DEPTH 9 9'/2 10 11 12 WltnouP ofanchor DIAMETER/MATERIAL OF EMBEDMENT WIth2 Special I Special (Inches), •(Inches) Inspection Inspection. Shear Carbon Steel I'/8 I' 420 I 210 330 lf$ Stainless Steel 11/8 450 I 225 470 3/; Carbon Steel - , I5/8 760 (., 380 - ._ 100 .3/8 Stainless Steel IS/8 830 . ( .415 - L250 'The tabulated tension and shear values are for anchors installed in stone -aggregate concrete having the compressive strength at the time of installation. Concrete aggregate must comply with U.B.C. Standard No. 26-2. '-These tension values are only applicable when the anchors are installed with special inspection as set forth in Section 306 of the code. ;These tension values are only applicable when the anchors are installed without special inspection as ser forth, in Section 306 of the code. 'The tabulated values are for anchors installed a minimum of 12 anchor diameters on center for 100 percent efficiency. Spacing may be reduced to 6 anchor diameters provided the values are reduced'. 50 percent. Linear, interpolation may be used for intermediate spacings. TABLE NO. V—LENGTH IDENTIFICATION SYSTEM ' STAMP OWANCHOR A B C+ D E F G H- I- J K L M 'N O ( P O- R S T I U V W X Y' Z Length From 11/2 2 21/2 3 _'3'/2 4 41/2 5 5112 6 61/2 7 • 71/2 8 81/2, 9 9'/2 10 11 12 13 14 15 .-16 17 18 ofanchor . (Iriches) I Up to 2 21/2 3 3112 4' 41/2 5 51/2 6 61/2, 7 7112 8 81/2 9 - 9112 10 11 12 l3 14 13 . 16 IJ 18 19 but no[ including TABLE NO. VI—KWIK BOLT II CARBON STEEL ALLOWABLE TENSION AND SHEAR IN LIGHTWEIGHT EXPANDED SHALE-AGGREGATE.CONCRETE1•4 'The tabulated tension and shear values are for anchors installed in lightweight expanded shale -aggregate concrete having the compressive strength at the time of insialla- dom. Concrete aeoregate must comply with U:B.C: Standard No. 26-3. '-These tension values are only applicable when the anchors are installed without special inspection as set forth in Section 306 of the code. ''These tension values are only applicable when the anchors are installed with special inspection as set forth in Section 306 of the code. 'The tabulated values are for anchors installed a minimum of 12 anchor diameters on center for 100 percent efficiency. Spacing may be reduced to 6 anchor diameters . provided the values are reduced 50 percent. Linear interpolation may be used for intermediate spacings. �. . i TENSION'(Lbs.) "TENSION (Lbs.) TENSION (Lbs.) TENSION (Lbs.) WITHOUT SPECIAL WITH SPECIAL WITHOUT SPECIAL- WITH SPECIAL SHEAR (Pounds) INSPECTION= INSPECTION' INSPECTION' - INSPECTION' ANCHOR SOLE. EMBEDMENT - (Inches) DEPTH (Inches) I TORQUE (Ft. -Lb.) /'� a 2000 psi f', = 2000 psi - f', = 4000 psi 1/< II/8 4 400 _ 105 �' '_10 180 360 2 5 400 150 I 300. 22.5 450 3/8 I5%8 15 755 190 380 310 625 2 tH- 15 - 1.100 315 630 485 975 112 • -2'/c 25 1.370 340. 685. ; 550 1.100 31/2 30 1.840 500 1.000, 800 1.600 5/8 23/. 65 2.480 555 I'110 785 1.575 75 3.125 82_5 1650 1.150 2.300 3/4 31/ 135 3.170 770 1.545 1.100 2 X00 < . 43/,; I50 4.li5 1.100 2.2001,625 3.250 'The tabulated tension and shear values are for anchors installed in lightweight expanded shale -aggregate concrete having the compressive strength at the time of insialla- dom. Concrete aeoregate must comply with U:B.C: Standard No. 26-3. '-These tension values are only applicable when the anchors are installed without special inspection as set forth in Section 306 of the code. ''These tension values are only applicable when the anchors are installed with special inspection as set forth in Section 306 of the code. 'The tabulated values are for anchors installed a minimum of 12 anchor diameters on center for 100 percent efficiency. Spacing may be reduced to 6 anchor diameters . provided the values are reduced 50 percent. Linear interpolation may be used for intermediate spacings. �. . i TENSION'(Lbs.) "TENSION (Lbs.) TENSION (Lbs.) TENSION (Lbs.) WITHOUT SPECIAL WITH SPECIAL WITHOUT SPECIAL- WITH SPECIAL SHEAR (Pounds) INSPECTION= INSPECTION' INSPECTION' - INSPECTION' ANCHOR SOLE. EMBEDMENT - (Inches) DEPTH (Inches) I TORQUE (Ft. -Lb.) /'� a 2000 psi f', = 2000 psi - f', = 4000 psi 1/< II/8 4 400 _ 105 �' '_10 180 360 2 5 400 150 I 300. 22.5 450 3/8 I5%8 15 755 190 380 310 625 2 tH- 15 - 1.100 315 630 485 975 112 • -2'/c 25 1.370 340. 685. ; 550 1.100 31/2 30 1.840 500 1.000, 800 1.600 5/8 23/. 65 2.480 555 I'110 785 1.575 75 3.125 82_5 1650 1.150 2.300 3/4 31/ 135 3.170 770 1.545 1.100 2 X00 < . 43/,; I50 4.li5 1.100 2.2001,625 3.250 0ROVILLE, CALIFORNIA GENERAL CLAIM CLAIMANT: ��� �1:41,( OyU GAJ ADDRESS: CITY & STATE: ��— % �-L_ 95 y� CJ IMPORTANT: DATE OF CLAIM: �2—%s—3EE INSTRUCTIONS ON REVERSE SIDE SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODSOR SERVICES DATE DESCRIPTION OF CLAIM (DESCRIBE FULLY TO AVOID DELAY) AMOUNT C3 - /vtJ - v `'. lJ �.�� / et ` ACIS2 C.LJ TOTAL I, the undersigned, declare under pens�tyoferjury that the services o articles claimed be pertortne or slivered, �th th e claim !s true and correct/afstated.'Dated this......... .......... .....day of ..:.......... 161rlt. ..iQ )�1 -'Calif. ............. / ignature of Claimant I, the undersigned, hereby, certify that, to the best of my knowledge, the services o arficle.4Xpecified above have been performed or de- livered and that there is a Budget Appropriation O or Specific Board Approval E] (Ch cko for the same. Dated this .................................... day of ............................. 19......, at .............................. . Calif.......................................................... Department Head or Authorized Deputy Dept. E=p, Code Code PAYABLE FROM F UN D DO NOT WRITE BELOW THIS LINE _ AUDITOR'S USE ONLY DEPT. & SUB. PROJ. SUB. OBJ. CLAIM NO. INV. NO., INV. DATE ENCUMB. GROSS AMT. INSTRUCTIONS to CLAIMANTS All claims against the county must be itemized, giving dates and character of service rendered or work performed, quantities, de- scription and unit prices of articles furnished or delivered. Claims must be certified by the claimant and submitted to the De- partment head for approval. Upon approval the Department head will forward claim to County Auditor for payment procedure.. Do not file with the County Auditor first. Claims should be presented to officials for approval immediately upon completion of services requested or material ordered. Claims are paid every Tuesday; however, .same must be approved by officials and in Auditor's office before preceeding Wednesday noon. Compliance with above will expedite payment of claim, failure to do so may delay payment considerably. COUNTY OF BU`fTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965- Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO.. &a-2-9 ASSESSOR PARCEL UMBER - 'i' -• � 41-47-9 1 Otp ZONINb FR10 BUILDING PERMIT OWNER JACK DUFFY TELEPHONE 877-4429 SO. FT.. OCC. BUILDING VALUATION R OWNER'S MAILING ADDRESS PO BOX 946 OROVILLE 95965 546 M 9,828 1, CONTRACTOR'S NAME OWNER TELEPHONE 14* 1 3� C '+ -1 CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER - NONE UNKNOWN Total VaIUatlOn $ f Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEERLICENSE JOHN RANDALL �77 " 55 7- NO. Plan Checking Fee $ Energy Plan Checking Fee $ 15.0 ARCHITECT OR ENGINEER'S MAILING ADDRESS 5439 BLACK OLIVE DR PARADISE Penalty $ BUILDING3845 LIME SADDLE RD PARADISE Permit tee $ . PLUMBING RMIT Filing Fee 10.00 Each Trap V 9 20 2.00 40.00 Solar or heat pqTp.iter heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP .Water piping 5.00 5.00 Each qas water h ter or vent 5.00 5.00 i USE OF STRUCTURE SF39 Duplex❑ Mobilehome❑ Other SPECIFY Gas piping Isys 1 - 5 outlets 5.00 5.00 ui ding sew 5.00 5.00 M 'le Home S G W 0.00 ea TYPE OF WORK New Addition& Remodel❑/ UtilitiesUtilities[]Installation❑ Other Des ribe work: I1IZPi� q- 9D ewk P it Fee $ 70.00 tractor ELECTRICAL PERMIT Filing Fee 10.00 ain service 100 AMP ORSLESS 10.00 10.00 in service EA. ADD'L 100 AMP 2.50 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (Check One): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification. El 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) UL1, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. OR AODNS. t ( DWELLING OCCU ACC. BLDGS. /z¢sgft0 NON.RESID R BRANCH CIRCTITS 2.50 ea ' POWER APPARATUS a SINGLE OUTLET CIR. ) Ex. Occu Occup(OUTLETS OR FIXTURES 20 ® 50C SALO 30 FIXED Ex. Occup. OUTLETS P(RESID,)REA./ 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. �yirin 9 15.00 Permit Fee $ 0 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. K� I shall not employ any person in any manner so as to become subject Yom'• to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed.revoked. Contractor 119.90 MECHANICAL PERMIT FiIingFee 10.00 Heating 2 -SPLIT Cooling g -727.0107 Hood. 3.00 Ventilation J.UUJ _17.00 permit Fee $ 92,00 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. e to save, indemnify and keep harmless the County of Butte against I Iii Iie udgme costs, and expenses which may in any way accrue alCo ty .n c sequ e o e granting of this permit. 7 -Z9 c�/ %� Date - 9 ignitors f Applicant - Owner ElContractor E]Agent n OSH permit is required for excavations over 5'0" deep and demolition or construct- io ructures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE - 3�°�' TOTAL FE ru HAZ. CUA-1PARK SCHL F CDF PAR PD i HD• ISSUE. 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. DIRECTOR OF PUBLIC WORKS By Date PERMIT EXPIRES Date Receipt No. 96,283-A 52 7r, WHITE-O.P.W., YELL A PINK -INSPECTOR, GOLDENROD -APPLICANT i COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 PeRMITAPPLICATION DATA SHEET 6) 1 It/�ft Permit N'o. OWNER l I�Pt P� Proposed Building Use Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: y DATE RECEIVED APPROVED 1. All items have been submitted . .................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans ........ omplete plans in duplicate/triplicate, signed by preparer. of plan;§,:- omplete engineered plans and calcs, with wet signature on plans 5. Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to plan checkr,-1_4�_ 9. Mobilehome installation datdincluding manufacturer's installation instructions...C- `d 10. Fees of $ , .�..i Q , (��7....................... I 11. Chico Urban Area fees paid ....................................... 12. Park, -f If 13' F 1 �� 8 of strict fees paid . �...... Sanitation approval from Ha th Q artm 15. City of Chico plumbing permit ......................... 16. Plot plan and business license approval from City of� \ (see City for other requirements) U 17. Planning approval for (A) Use: (B) Parking:-� \D . 1 °. Improvements may be required. Contact Land Developme tri \Section DPW —tom 19., Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required Pre-Inspec. request to Building Inspector (Date) 21. Contractors license information (No., Name Style, Classification) ... Certificate of Workmans Compensation Insurance .................. Owner -Builder Verification' (Given to owner ❑, Mail to owner o) ..... 24.E Recorded copy of Agricultural Acknowledgment Statement ......... 25. Letter of signature authorization ........... ................. . 2 P,C• Lc gT When you ' sue the_permit, process as follows: Mai"r. Mail to cont ct�r. Telephone d hold for pic atffice. Deliver w/inspector. Otherl�` Appl ica' -Date '� r Copy of Hdz-Mat form sent Health Dept. Ire Dept. Air Pollution Date Copy of plans sent Health Dept. Fi e D� �. Other Date The following data must be submitted r'or to permit-ri s' � rice: 1. Index permit for above%%� e �� 3'" _ •2. Additional items require Contractor, esi Contractor, desj Plan By c-hecI(ed�ab�ov� a 4r,-7 n owner, was advised of above required data by_ one---naiI—counter by date ner, owner, was advised of above required data by—phone _mail—counter by date )y 4�� Date Plans approved by Date _ '-'Sets of plans on hold 2in� File cabinet AP folder Copy—DPW lt;,< 4 %1/3 4 /y 3 f- SZ COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. lid 2^7-c�i ASSESSOR PARCEL NUMBER /%� -� ZONIN•G//n /'-- In BUILDING PERMIT OWNER TELEPHONE 2 SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILI G ADDRESS ro. ix�x <:11(0)LLQ CA&�-q. CONTRACTOR'S NA E_ ' all TELEPHONE /'. V 7 -5 775 CONTRAG OR'S MAILING ADDRESS Fireplace 0 CONSTRUCTION LENDER A� Vv� tV L UNKNOWN Total Valuation $.faw Filing Fee $ 10,� LENDER'S MAILING ADDRESS Permit Fee $ , ARCHITECT ORE GINEER ►.i —1-2iz.t-., P,CJt_ LICENSE NO. Plan Checking Fee $ , Ener Plan Checkin Fee gy g $ r ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ sulL ING, ADD Ss 1 �A Permit fee PLUMBING PERMIT Filing Fee 10.00 _ Each Trap 2.00 zoo Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 1 0 Q USE OF STRUCTURE SF Duplex❑ Mobilehome❑ Other ' l SPECIFY Gas piping system 1 - 5 outlets 5.00 1 0 0 Building sewer 5.00 Mobile Home S I G I W 10.00ea TYPE OF WORK New ❑ Addition Remodel[:] UtiJi y Installation❑ Other ❑ Describe work: 7L/�1T�7�/ Permit Fee $ , Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 11001 OR LESS 100 AMP OR LESS 10.00 ,pp�� V! Main service EA, ADD'L 100 AMP 2.50 ,2, <!;v CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification. F1I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ i am exempt under Sec. , Business and Professions Code for this reason NEW CONST. ( DWELLING OCCUP.8i) OR ADONS. ACC. BLDGS. 2+h¢sgft a i NEW CC NSTR ULTI-OUTLET NON-RESID BRANCH CIRC ITS 2.50 ea POWER APPARATUS e ) (SINGLE OUTLET CIR.120 0 Ex. Occup(OUTLETS OR FIXTUREBAl9 S AL@30 30¢ FIXED Ex. OCCup. OUTLETS P(RESID )REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.0 Misc. byirin 15.00 9 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 ing C-er- s oolin g r0� ,Ci d Hood 3.00 Ventilation t2 I 4B .n b p permit Fee ; Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilitI gm' cos nd exp nses which may in any way accrue against said o V9A onse uen of th gr g of this permit. Signature �Appll_ii�., — Owner❑ Contractor ❑ Agent An OSHAmt ,uired For excavations ov r 5'0" deep and demolition or construct- ion of tr tures ostories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Q! occ CONST TYPE TOTAL FEE S $ HAZ CUA I PARK SCHL FLo CDF PAR I PD HD. I . I i I ISSUE This permit is hereby issued unaer sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC BY PERMIT EXPIRES Date the applicable resolutions fees have been WORKS Date provi- to do paid. Rec,VP04T_--452 / S7 'NNITC-O.P.W., YELLOW-ASeC790 R, PINx-IN9PEC OR, GOLDENROD -APPLICANT RESIDENTIAL PLAN CHECKING GUIDE (S.F., DUPLEX & MISC. ONLY) OWNER J GENERAL CNPuiS �EGV . (1 --TV' 1VcrT PVT 11.J TZeTvtwS lcloning requirements: (sideyards and number 2! Valuation. ans signed by designer. Proper description of work on applicaticn. fisting violations on property. Bldg. Perci(t # Z(V27- AeP. # L�f Plan Checker` IZ-1-7 of permitted living units). 8/91 Items on data sheet. (W.C., fees, Health, Developer Fees., License law, etc). -7---Recorded nat-i-Ee of violation PLOT PLAN Ftbplete parcel Jsize and dimensions. acks, sideyards, easements etc. y , 3VOther buildings or'structures'. ding, fills, drainage. Flood hazard. Special conditions on creation map, (noise, ustible, and foundations). 7. PVkIU & FAS road setback. CDF, fire -sprinklers, non -comb - 8. Buikding or utilities across lot lines (Record form). " FLOOR PLAN 1�� , omplete to scale plan with dimensions. 2'/ Required.,windows for light and ventilation '(Sec. 1205). ' ' 3. Rea uired'windows'fors econd exit (Sec. 1204). r. ,.. .4--Sic-ylights (Chapter 34 & Sec. 5207). S. Human impact glass (Sec. 5406). 6. Required room sizes, ceiling heights (Sec. 1207). 1 ` 7. GFCIs in baths, garage, kitchen, and.exterior out (Article 210-8). 8. Light fixtures, switches, receptacle's „ and exterior receptacles for main- tenance gf,mechanical'equipment.' 9. Locations of water.'heaier,-heat ng,and cooling.,equipment, other,electrical or gas .equipment. 10. Garage firewall,:door`'size,;"and'dl ser _(Sec.;,.503(<d)(3),).'. 11. 1 - 3'0" exterior exit door (sec. 3,304 (f) . 12. Fireplace and wood stove location,`alcoves,Z.:and clearance. 13. Smoke detectors (Sec. 1210). 14. Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS tandard bracing or engineered design (Table 25V) nusual shape, size, or -split level house requirin lateral design. Clerestory requiring balloon framing and/or engineering. story building requiring engineered calculations and plans. v5Foundation plan complete enough to construct building. CrENpt� y z� Floor construction details complete enough to construct building. '7. Elevations and wall construction details complete enough to construct building SV -'Roof construction details complete enough to construct building. 1(3.-�Rafter ties or bearing ridge beam. 1f - Garage door or porch header sizes. 2 Stud heights. Adobe soils.- special foundation design. 14. Retaining walls requiring design. especial Inspection required. \ r 8/91 RESIDENTIAL PLAN CHECKING GUIDE MISCELLANEOUS ITEMS'TO LOOK OUT FOR 1. -Stairway details: landings, rise, . and' run, head clearance, handrails (Sec. 3306). 2. Guardrail details (Sec. 1711 & 3306(j). 3. Brick or stone veneer (Chapter 30). —4-i—E-xter-i-ar plaster - weep screeds (Sec. 4706). A, ---Proper roof pitch for roof convering (Chapter 32). &--'Roof covering type - (fire hazard). 7. Foam insulation - protection. 8. 36" halls and stairways. 9. Living area over garage -complete 1 -hour separation required on garage side including supporting walls and posts, etc. 10. Two exits on three-story dwellings (sec. 3303 & see Mezannines - 1716). 11. Attic access and ventilation (Sec. 3205). 12. Underfloor access and ventilation (Sec. 2516). 13. Combustion air for fuel burning appliances - L.P.G. requirements. �b4. Noise requirements on duplexes. 15. Energy design. 16. Flashing at all exterior openings. 17 —CD. -responsible area requirements. %/ T�7 5#,FET C E� 7,A -S) (._ A -ST S 1 DE / ►�i%E5"� SPECIFICATIONS 1. CONCRETE — f'c=2000 PSI © 28 DAYS 2. REINFORCING — ASTM A615, GRADE 40 MIN 3. BLOCK,— GRADE N, f'm= > 500 PSI @ 28 D_ S. 4. GROUT f'c=2000 PSI @ 28 DAYS 5. MORTAR — TYPE S, 1800 PSI ® 28 DAY 6. LAP SPLICES — 20" MINIMUM THIS IS A 'FREESTANDING 'RETAINING WA -DESIGNED TO SUPPORT LEVEL BACKFILL ONLY, WIT NO' SURCHARGE. BACKFILL TO BE NON—EXPANSIVE, GRANULAIZ MATERIAL. PROVIDE FOR DRAINAGE BEHIND WALL ,BY PIPE OR WEEP HOLES THROUGH WALL. ///PERFORATED DRAIN 8X8X16 CMU FULLY GROUTE`n #4 ® 32" 0. C. HORI� #4 @ 24" 0. C. VER DOWELS TO MATCH VERT REINF UNDISTURBED SOI. 1 4/ CONT. IN FO0TING 3" CLR N 0" MAX 12" %TG KEY FOR F 2'— 8" OR LESS '✓ OTHER HEIGHTS OR CONDITIONS REQUIRE ENGINEERING REINFORCED CONCRETE BLOCK RETAINING WALL ° OATS sauE: 314, v -(r DATE: ?/91 BUTTE COUNTY BUILDING DEPARTMENT DWG: WALL3 SHT 1 OF 1 Divinq pop�'►'1 `ee)c V P//"//q i Mandatory Measures Checklist: Residential MF -111 NOTE: Lowrise residential buildings subject to the Standards must contain these 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. DESCRIPTION Building Envelope Measures * §2-5352(a): Minimum ceiling insulation R-19 weighted average. §2-5352(b): Loose fill insulation manufacturer's labeled R -Value. * §2-5352(c): Minimum wall insulation in framed walls R -I 1 weighted average (does not apply to exterior mass walls). §2-5352(k): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. §2-5311: Insulation specified or installed meets California Energy Commission (CEC) quality standards. Indicate type and form. §2-5352(f): Vapor barriers mandatory in Climate Zones 14 and 16 only. §2-5317: Infiltration/Exfiltration Controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Doors and windows certified. c. Doors and windows weatherstripped; all joints and penetrations caulked and sealed. §2-5352(e): Special infiltration barrier installed to comply with §2-5351 meets CEC quality standards. §2-5352(d): Installation of Fireplaces 1. Masonry and factory -built fireplaces have: a. Tight fitting, closeable metal or glass door b. Outside air intake wi$ damper and control c. Flue damper and control.. 2. No continuous burning gas pilots allowed. HVAC and Plumbing System Measures §2-5352(g) and 2-5303: Space conditioning equipment sizing: attach calculations. §2-5352(h) and 2-5315: Setback thermostat on all applicable heating systems. * §2-5316(a): Ducts constructed, installed and insulated per Chapter 10, 1976 UMC. §2-5316(b): Exhaust systems have damper controls. §2-5314(c): Gas-fired space heating equipment has intermittent ignition devices. §2-5314: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. §2-5352(1): Water heater insulation blanket (R-12 or greater) for storage and backgp� tanks for solar water heating systems (first 5 feet of pipes closest to tank insulated (R-3' or greater): §2-5312(Excep6on I): Pipe insulation on steam and steam condensate return & recirculating. piping. §2-5318(d): Swimming Pool Heating 1. System has: a. On/off switch on heater. b. Weatherproof instruction plate on heater. c. Plumbed to allow for solar. 2. 75 percent thermal efficiency. 3. Pool cover. 4. Time clock. 5. Directional water inlet. Lighting and Appliance Measures §2-53520): Lighting - 25 lumens/1A•att or greater for general lighting in kitchens and bathrooms. §2-5314(c): Gas fired appliances equipped with intermittent ignition devices. §2-5314(a): Refrigerators, refrigerator-fr&zt:rs. fiUzers :ln - fluorescent lamp ballasts certified by the CEC. Indicate make and model number. Revised July 1990 DESIGNER I ENFORCESIE\T L x -x x -x -x 6Cyclone ,Fence J '.. IkBordering .Lake Oroville oc (DePt_Of Parks & Recreation) — fisting Ranch House ' 1: AC i •- J. #4r* ..•� ,. XVI Nffe �fe Co• Reirni„g Came; . PUC 2 AUG 2 8 14�� I. C�Iowlls, caul Certificate of Compliance: Residential Climate Zone 11 Project Title But'ldms Pemtit N Project Addreas Caedced By / Dau Documentation Author Telephone Fldotoement Agency Use Only Glass BUILDING DATA North East 5 VT Con e+e�-Fto6r Number of Stories Sha ,Number of ,Units _� _ _ . South West 1 e amity Detached ( [ ] Addition Alone (] Single Family Attached (SFA) (] Existing Building Skylight Total [ ] Multi -Family (MF) (] Existing -Plus -Addition BUII,DING SHELL INSULATION Component Insulation LocafnrVComments Type, R -Value (Suic..to guage, r CL etr.) Wall .............. / Wall .............. Roof ............. Roof ............. _ Floor ............. Floor ............. Slab Edge..... GLAZING Shading Devices Glazing Area Glass Type Interior Exterior Overhang Framing Type Orientation (sf) (single. double) (701ler blind. etc.) (Shadescreen. etc.) (yea no) (ntaal/wood) Noah ( ) North ( ) East ( ) East ( ) South Sou Eh ( ) West ( ) West ( ) Skylight....... THERMAL MASS Type/Covering Area Thickness (,lab/exposed, tile, etc.) (Sp (inches) location/Description (kitchm bath. etc.) HVAC SYSTEMS Minimum. Duct Type (fur ince, air . -Efficiency Location Duct Output Manufacturer / Model # conditioner. heat pump) (SE, SEER.HSPF) (attic. etc.) R -Value (Btuh) (or approved equal) Maxim Furnace Heating Output: Btuh 'urn HOT WATER SYSTEMS Tank Manufacturer/Model # System Type (storage gas. etc.) Capacity (or approved equal) Special Feature(s) SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) Mandatory Measures Checklist: Residential MF -1R NOTE: Lowrise residential buildings subject to the Standard$ must contain these otcarttrea regwdkaa of the compliance approach used. Items marked with an asterisk (•) may be superseded by $$fare -_ -_eat eomplranoe negtwemenis listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents. the Jeatua noted w0 be considered by all parties as binding minimum component performance speafr Lion• for the mandatory measures whether they arc shown elsewhere in the documents or on this checklist only. DESCR1Pf10N DESIGNER ENFORCEMENT Building Envelope Measures • §2.5352(a): Minimum ceiling insulation R-19weighted average. §2.5352(b): Loose rail insulation manufacturer's labeled R -Value. §2.5352(c): Minimum wall insulation in fumed walls R -I 1 weighted average (does not apply to exterior mass walls). 62.5352(ky Slab -edge insulation - water absorption rate no greater than 0.3%. water vapor transmission rate no greater than 2.0 permhnch. 12.5311: Insulation specified or installed meets California ErKW Commission (CEC) quality standards. Indicate type and form. §2.5352(f): Vapor barriers mandatory in Climate Innes 14 and 16 only. §2.5317: Infiltration/Exfiltration Controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Doors and windows certified. c. Doors and windows weathersnripped: all joins and penetrmims sulked and sealed 62.5352(e): Special infiltration barrier installed to comply with 02-5351 meets CEC quality standards - §2 -5352(d): Installation of Fireplaces 1. Masonry and factory -built fireplaces have L Tight fitting• closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. HVAC and Plumbing System Measures 62-5352(8) and 2-5303: Space conditioning equipment siring: attach calculations. §2.5352(h) and 2-5315: Setback thermostat on all applicable heating systems. • §2.5316(a): Ducts constructed. installed and insulated per Chapter 10, 1976 UMC. §2-5316(b): Exhaust systems have damper controls. §2.5314(c): Gas -fund span: heating equipment has intermittent ignition devices. 62.5314: {•NAC equipment, water heaters, showerheads and fauces, certified by the CEC. §2.5352(1): Water heater insulation blanket (R-12 or greater) or combined interim/exterior insulation (R-16 or greater): fru 5 feet of pipes closest to tank insulated (R-3 or greater). §2.5312(Exception 1): Pipe insulation on steam and seam condensate return At recirculating piping. §2-5318(d): Swimming Pool Heating 1. System has: a. Or4off switch on heater. b. Weatherproof instruction plate on heater. c. Plumbed to allow for solar. 2. 75 percent thermal efficiency. ' 3. Pool cover. 4. Time clock. 5. Directional water inaet- Lighting and Appliance Measures §2.5352(j): Lighting - 25 lumens/watt or greater for general fighting in kitchens and bathrooms. 62.5314(c): Gas fired appliances equipped with intermittent ignition devices. 62.5314(x): Refrigerators, refrigerator -freezers, freezers and fluorescent lamp ballasts certified by the CEC. Indicate make and model number. COMPLIANCE STATEMENT This certificate of compliance list the binding features and performance specifications needed to comply with Title 24, Chapter 2-53 and Title 20, Qiapter2. Subdtspter4. Article 1 of the California Administrative code. This certificate has beat signed by the individual with overall design respotisibility, and the building owner. who shall retain a copy of it and transmit the certificate many subsequent purdtaser of the building. Designer Name: TuleiF,m$: Address: tr Name: TitkJFum Address: Building Owner Namc . TitkJFum: Address: Tekphonc (date) (signature) (date) Enforcement Agency Name: Acaw7 Telepham L. Ceiling Insulation 3. Raised Floor Insulation Number of stories -70 R•value One Two Three R-0 -103 49 •32 R-19 -8 -4 .2 R-30 .2 .1 .1 R38 0 0 0 U -value 0.08 -11 -6 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 5 13 27 -52 Z. Wall Insulation -9 -2 6 ^- Single- Single - -49 -15 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 15 22 37 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 8 12 17 3. Raised Floor Insulation 0.60 Insulation in Floor -70 -46 Number of stories -120 R -value One Two Three 8-0 -17 -8 -5 R-11 -3 .2 -1 R-19 0 0 0 R-30 3 1 1 U -value -8 -5 0.60 -144 -70 -46 0.50 -120 -58 38 0.40 -95 -46 30 0.30 39 -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 -4 3 -1 Number of stories -1 R -value One Two Three R-0 -11 -7 -5 R-5 -4 -4 3 R-11 -2' -2 -2 R-19 -.1 -2 -2 ►. Slab Edge Insulation 40 ' - Number of Stories -14 R -value one, Two Three • R-0 0 0 0 R-5 8 5 2 R-7 8 6 .3 F2 factor 0.90 -4 3 -1 0.80 -1 -1 0 0.70 2 2 1 0.60 6 4 2 0.50 9 6 3 0.40 12 8 4 S. Infiltration (Air Leakage) Specification Points Stuldard 0 6. Glass Heat Loss Total Exterior Wall Slab Floor Effective Percent Glass 'U -value %Glass North Percent South West .51 to .41 to .31 to 0.30 or Glass Single Double .60 .50 .40 leas 50 -121 -53 -39 -24 -10 4 40 -90 37 -26 -14 3 8 35 -75 -29 -19 -9 1 10 30 -61 -21 -13 -4 4 12 29 -58 -20 -12 -3 5 12 28 -55 -18 -10 -2 5 13 27 -52 -17 -9 -2 6 ^- 13 26 -49 -15 -8 -1 7 14 25 -46 -14 -7 0 7 14 24 -43 -12 -5 1 8 14 23 -40 -11 -4 2 8 15 22 37 -9 3 3 9 15 21 34 -7 .2 4 10 15 20 31 -6 0 5 10 16 19 -29 -4 1 6 11 16 18 -26 -3 2 7 12 16 17 -23 -1 3 8 12 17 16 -20 0 4 9 13 17 15 -17 1 6 10 14 17 14 -14 3 7 10 14 18 13 -12 4 8 11 15 18 12 -9 6 9 12 15 19 11 -6 7 10 13 16 19 10 3 9 11 14 17 19 9 -1 10 13 15 17 20 8 2 12 14 16 18 20 7. Shading (Shade Open) ERatdve Percent Glass (pere"t =lass x SC) Effective Exterior Wall Slab Floor Effective Percent Glass Mass %Glass North East South West Skylight 18 5 1 4 1 na 16 4 2 5 1 na 14 4 2 5 1 na 12 3 3 5 2 na` 11 3 3 5 2 na 10 2 3 5 2 1 9 2 3 5 2 2 8 2 3. 5 2 2 7 1 3 4 2 2 6 1 3 4 2 3 5 1 2 4 2 3 4 0 2 3 1 3 3 0 1 2 1 3 2 0 0 1 0 3 1 -1 -1 -1 .1 2 0 -1 -2 -4 .2 0 na = not allowed -16 2 1 -1 IB. Sbading (Shade Closed) Exterior Wall Slab Floor Effective Percent Glass Mass SEER (per�osrtt 81aaa x SC) Family Effecin %Glace NoM Eed Sculh Wast SIqW - 18 -14 -4 -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 ria 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 almeti - 8 9 10 9. Interior Thermal Mass Interior Exterior Wall Slab Floor Raised Floor Mass SEER Stories Family Mule Stories Deta W 1CFA One Two Three One Two Three 0.0 -8 -5 -4 .2 -1 .1 0.1 -8 .5 3 -1 0 0 0.3 -7 -4 -2 0 1 1 0.5 -6 -3 -1 1 1 2 0.7 -5 -2 -1 1 2 2 0.9 -5 -1 0 2 3 3 1.1 -4 -1 1 3 4 4 1.3 -3 0 2 3 4 5 1.5 -3 1 2 4 5 5 2.0 -1 2 4 5 6 7 25 0 3 5 7 7 8 3.0 1 4 6 8 8 9 3.5 2 5 7 9 9 10 4.0 3 6 8 9 10 10 4.5 3 '-7- 8 10 -11 11" 5.0 4 7 9 11 12 12 5.5 5 8 9 11 12 12 6.0 5 8 10 12 13 13 6.5 6 9 10 12 13 13 7.0 6 9 11 13 13 14 7.5 6 10 11 13 14 14 8.0 7 10 11 13 14 14 8.5 7 10 12 13 14 15 10. Exterior Wall Thermal Mass Exterior Wall SuVle.. Single - 16 or SEER Family Family Mule Mass Deta W Attached Family 0.00 0 0 0 0.20 3 2 1 0.40. 5 4 3 0.60 8 6 .4 0.80 1.00 10 13 8 10 5 7 1.20 13 12 8 1.40 12 13 9 1.60 10 13 11- 1.80 10 12 12 200 10 11 13 11. Heating System SE or HSPF (assumes duds In attic) Zonal Control Adjustment System Type Resistance 10 9 7 6 4 3 Other 6 5 4 3 2 2 12. Cooling Syst"m SEER (assume; ducts In AMC) Sun of 7-10 -25 or -24 to A4 b .4 b Sum of 14 16 or SEER lees -15 ; .6 -25 or .24 to -14 to .4 to +6 to 16 or SE HSPF less -15 -5 +5 +15 more 0.72 6.60 0 0 0 0 0 0 0.75 6.88 3 3 3 2 2 1 0.80 7.33. 8 7 6 5 4 3 0.85 7.79 13 11 10 8 7 5 0.90 8.25 17 15 13 11 9 7 0.95 8.71 __20 is--' 15_. 13 11 8 17 14 12 tiv Effece SE or HSPF 6 . 3 (SE or HSPF x duct eMdency) 10% Effective -2S. or -24 to -14 to 4 to +6 b 16 or SE HSPF less --15 -b +5 415 more 37 0.30 2.75 -73 -64 -56 -47 -38 -30- na 3.41 -45 -39 -34 -29 -24 -18 0.40 3.67 -34 30 -26 -22- -18 -14 0.50 4.58 -10 -9 -8 -7 -5 -4 0.56 5.13 0 0 0 0 0 0 0.60 5.50 5 5 4 3 3 2 0.70 6.42 17 15 13 11 9 7 0.80 7.33 25 22 19 16 13 10 0.90 8.25 32 28 24 20 17 13 1.00 9.17 37 32 28 24 19 15 Zonal Control Adjustment System Type Resistance 10 9 7 6 4 3 Other 6 5 4 3 2 2 12. Cooling Syst"m SEER (assume; ducts In AMC) Sun of 7-10 Zonal Control Adjustment 10 8 7 6 4 3 No Coolin; System Installed -Stories -25 or -24 to A4 b .4 b +6 to 16 or SEER lees -15 ; .6 +5 +15 more 8.0 .14 -12 .10 -8 .6 -4 8.5 -9 -7 -6 -5 -4 -3 8.9 -5 •4 -4 -3 -2 -2 9.0 -4 3 -3 -2 -2 -1 9.5 0 0 0 0 0 0 10.0 4 3 3 2 2 1 10.5 7 6 5 4 3 2 11.0 10 9 7 6 4 3 12.0 15 13 11 9 7 5 13.0 20 17 14 12 9 . 6 . 3 2 Efreove SEER 10% POU 8 (SEER xduct cMdener) 3 •3 _ SE S4,.n of 7-10 37 -24 Effective -25 or -24 b -1410 -4b +6b 16 or SEER less -15 d +S +15 more 5.0 -30 -25 -21 -17 -13 .9 6.0 -12 -11• -9 -7 3 -4 6.6 -5 -4 -4 3 -2 .2 7.0 0 0 0 0 0 0 8.0 9 8 6 5 4 3 9.0 16 14 12 9 7 5 10.0 22 19 16 13 10 7 11.0 26 23 19 15 12 8 12.0 30 26 22 18 14. 9 13.0 33 29 24 20 15 10 Zonal Control Adjustment 10 8 7 6 4 3 No Coolin; System Installed -Stories One -5 -4 -4 -3 -2 .2 Two + 3 3 .. 2 2 2 1 Single-Famlly Detached and Attached . rr►s :sus Unit Size isQ Water ;199 12M 1700 2200 2700 Heater Uedit or -9 to to to -or Type Type less; j 1699 2199 2699 more SG None '0 `- 0 0. 0 0 or Solar 12 " 8 6 5 4 - _HP HP -HWR 8 5 4 3 3 WSB 5 3 3 2 2 10% POU 8 5 4 3 •3 _ SE None 37 -24 -18 -15 -12 00% Solar -1 .1 -1 0 0 0.6 -HWR -18 -12 -9 -7 -6- 21 WSB..: -25 -16 -12 -10' -8 3.8 POU -1-8 __12 -9 ' -7 -6 IG None .: -S 3 -2 -2 -2 1 Solar 7 5- •4 3 2 2.5 POU .3 _ 2 1 1 1 IE None •28 -19 14 -11 -9 54 Solar 8 5 14 3 3 1.4 POU -10 ' -6 -5 -4 -3 29 Multi-Famih (Individual units) 3.3 3.5 ' 3.9 4.1 4.3 4.5 Water S = 700U* 1200 30% 2200 Heater Credit or b b 10 or Type Type Ica "go 1699 210 more SG None 0 0 -- 0 0 0 or Solar 14 7 5 4 3 HP HWR 1.5 5 3 2 2 26 .__9 WSB 9 4 3 2' 2 3.8 POU 9 5 3 2 2 SE Now 45 -23 -15 .11 -9 1.3 Solar 2 1 1 0 0 27 HWR -23 -12 -8 -6 '-5 42 WSB -25 -13 -8 3 .5 5.7 5.9 6.1 SS% -8 3 1.4 IG Norw:. Solar.(_ -8 8 -4 3 3 2 �12-5 3 - 1 0 2 ' 0 1POU 0 4.1 E None ,- 30 -15 -10 -8 6 5.8 Solar = 18 9 6 4 4 1.7 POU , -8 -4 -3 -2 .2 Point System Summary: Climate Zone 11 SCORE CARD 1. Ceiling Insulation 2. Wall Insulation 3. Raised Floor Insulation 4. Slab Edge Insulation S. Infiltration 6. Glass Heat Loss 7. Shading (Shade Open) a. North b. East c. South d. West e. Skylight 8. Shading (Shade Closed) a._ North. b. East c. South d. West e. Skylight 9. Interior Thermal Mass 10. Exterior -Wall Mass 11. Heating System Zonal Control? ( Y / N ) 12. Cooling System Zonal Control? ( Y / N ) 13. Water Heating Measures Or R - J U -value [0.030] F4 Or R -v/ e[ 1) U -value [0.098] 7t Or R -value 19) U -value [0.037] or R -value [0] F2 factor [0.77) Standard _c_ . eS Type [double] U -value [0.65] 96 Total Glass [ 16) % GSC Eff. % Glass X X X Point Scores Y 0 0 _ p- _I Sum 1.6 % GLiss SC Eff. % Glass X -A./7 X = �� X - `1 X = TYPE 1 MASS AREA = B interiorMasyCFA COND. FLOOR AREA TYPE 2 MASS AREA a $ Exterior Wall Mau D . R A REAX SE or HSPF Duct Efficiency [0.78] Effective SE or [0.72/6.6] HSPF [O.S6/5.1S] X = SEER [9-5) Duct Efficiency [0.74] Effective SEER [7.031 5(0 Type [SGJ Credit [none) l-3 Sura 7-10 Point Total: �� Interior Mass/CFA . rr►s :sus It'Y�unc-�.il 1 e•n•t.a •Iml l TYPE 1 MASS (UI14C 6 4.2, is: exposed slab) 0% 6% 10% 15% 20% 25% 30% 35% 40% 459. 50% 55% 80% 66x 70% 1% 60% 85% 00% 05% 100% 105% 110% 115% 120% 1251 0% 0 0.2 0.4 0.6 0.6 1.1 1.3 1.5 1.7 1.9 21 23 2.5 2.7 29 32 3.4 3.8 3.8 4 4.2 4.4 4.6 4.6 5 53 10% 0.2 0.4 0.6 0.8 1 1.2 to 1.6 1.9 21 23 2.5 2.7 2.9 9.1 3.3 3.S 3.7 4 4.2 4.4 4.6 4.8 5 5.2 54 20% 0.3 0.6 0.8 1 1.2 1.4 1.6 1.8 2 22 24 27 29 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.8 S 5.2 5.4 56 30% O.S 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 3A 4.1 4.3 4.5 4.7 4.9 5.1 5.3 S.6 So 40% 0.7 0.9 1.1 1.3 1.5 1.7 1.9 22 24 26 2.6 3 3.2 3.4 3.5 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 27 3 32 3.4 3.6 toe 4 42 4.4 4.6 4.8 S.1 5.3 5.5 5.7 5.9 6.1 SS% 0.9 1.1 1.4 IS 1.8 2 2.2 24 2.6 28 3 32 3.5 3.7 3.0 4.1 4.3 4.S 4.7 4.9 5.1 5.3 5.6 5.8 6 6.2 60% 1 12 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 5 S.2 S.4 5.6 5.9 6.1 63 65% 1.1 1.3 1.5 1.7 1.9 22 24 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 64 70% 1.2 1.4 1.6 1A 2 22 2S 27 2.9 21 3.3 9S 3.7 3.9 4.1 4.3 4.6 4.8 S 5.2 5.4 5.6 S8 6 6.2 64 75% 1.3 1S 1.7 1.9 21 23 25 27 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.8 5.1 5.3 S.S 5.7 5.9 6.1 6.3 6.5 6o% 1.4 1.6 1.8 2 22 2.4 26 2.8 3 3.3 3.5 3.7 3.0_ 4.1 4.3 4.5 - 4.7 4.0 5.1 5.4 5.6 5.8 6 6.2 64 66 65% 1.4 1.7 1.9 2.1 2.3 25 2.7 2.9 3.1 3.3 3.5 3.6 4 4.2 4.4 4.6 4.6 3 S2 54 5.6 5.9 L.1 6.3 SS 67 90%' 1.S 1.7 2 2.2 24 26 2.8 3 3.2 3.4 3.6 toe 4.1 4.3 4.5 4.7 4.9 5.1 53 S.S 5.7 5.9 6.2 6.4 66 68 95% 1.6 1.8 2 22 25 27 2.9 3.1 33 3.5 3.7 3.9 4.1 4.3 4.6 4.8 5 5.2 S.4 5.6 5.6 6 6.2 6.4 6.7 6.9 100% 1.7 1.9 21 2.3 25 26 3 3.2 3.4 3.5 toe 4 4.2 4.4 4.6 4.9 5.1 5.3 5.5 5.7 5.9 6.1 8.3 6.5 6.7 7 105% 1.8 2 2.2 2.4 2.6 26 3 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.4 So 5.8 6 6.2 6.4 6.6 68 7 110% 1.9 21 2.3 2.5 27 29 3.1 3.3 3.6 3.8 4 4.2 4.4 4.6 4.8 5 52 5.4 5.7 5.9 6.1 6.3 6.5 6.7 69 7.1 115% 2 22 2.4 2.6 2.8 3 3.2 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.0 5.1 5.3 S.S 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 3.5 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 73 126% 21 2.3 25 2.8 3 3.2 9.4 3.6 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 6.7 7 7.2 7.4 Point System Summary: Climate Zone 11 SCORE CARD 1. Ceiling Insulation 2. Wall Insulation 3. Raised Floor Insulation 4. Slab Edge Insulation S. Infiltration 6. Glass Heat Loss 7. Shading (Shade Open) a. North b. East c. South d. West e. Skylight 8. Shading (Shade Closed) a._ North. b. East c. South d. West e. Skylight 9. Interior Thermal Mass 10. Exterior -Wall Mass 11. Heating System Zonal Control? ( Y / N ) 12. Cooling System Zonal Control? ( Y / N ) 13. Water Heating Measures Or R - J U -value [0.030] F4 Or R -v/ e[ 1) U -value [0.098] 7t Or R -value 19) U -value [0.037] or R -value [0] F2 factor [0.77) Standard _c_ . eS Type [double] U -value [0.65] 96 Total Glass [ 16) % GSC Eff. % Glass X X X Point Scores Y 0 0 _ p- _I Sum 1.6 % GLiss SC Eff. % Glass X -A./7 X = �� X - `1 X = TYPE 1 MASS AREA = B interiorMasyCFA COND. FLOOR AREA TYPE 2 MASS AREA a $ Exterior Wall Mau D . R A REAX SE or HSPF Duct Efficiency [0.78] Effective SE or [0.72/6.6] HSPF [O.S6/5.1S] X = SEER [9-5) Duct Efficiency [0.74] Effective SEER [7.031 5(0 Type [SGJ Credit [none) l-3 Sura 7-10 Point Total: ��