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SFD 1014877465 Loma Vista 10148 Jim Fleming Mailing BUILDING: TYPE CONST. OCC: GRP. - ` Address 48301 Crestview A.P. Number City Zip Tel. Palm Desert 92260 -340-5096 Legal Description � Contractor Project Description SFB ` tephen jonds Address P. 0. Drawer 4656 'City Palm Debert - +State Zip 92261 Tel.: 346-•3365 Lic.City AClassif. E3 518713 Lic. #Sq. IG 2 Ft. Size 5580 - No.' No. Dw. Stories ''Units .Arch., Engr.,: New ❑ Add ❑ " Alter ❑ Repair ❑ ;Demolition ❑ Designer Address Tel.~' Permit includes block wall - permit for. City t Zip . State Lic.'# pool to be obt,41:ned separately r • LICENSED dONTRACTOR'eiDECLARATION I hereby' affimi'ttiatil7arn_licensed under provisions of Chapter 9 (commencing with Section a Eof Division 3 of the Bu`slyee±ss aria Professions C �e,andjmy license isin full force and ty i d . `.%yUBE • t --•..--.,....._ a `+✓ DATE OWNER -BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for the following reason: (Sec. 7031.5,Business and Professions Code: Any city or county which, requires a permit to construct, atter, improve, demolish; or repair any structure, prior to its issuance also.. the requires e applicant for such permit to file a signed statement that. he is,licensed pursuant to - • the • provisions of the Contractor's License Law„ Chapter 9 (commencing with Section 7000) of -,-f,;Division 3 of the Business and Professions Code, or that.he is exempt therefrom, and the basis for.. the alleged, exemption. Any violation of Section 7031.5 by -'any applicant for a permit. i• 1 subjects the applicant to'a civil penalty of not more than five hundred dollars.(8500). _» O I,as owner of the property, or my employees with wages as their sole compensation, will - 4do: the. work, and the structure is not intended or offered for sale. (Sec. 7044,Buisness and, Professions Code: The Contractor's License Law does not apply to an owner of property who .,; fiuilds or improves � thereon .and who does such work himself or through his own employees, - e provided that such Improvements are not intended or offered for sale. If, however, the building or improvement is sold within on e year of completion, the. owner -builder will have the burden of proving that he did not build or, improve for the purpose of safe.) Est lmated.Valuation 448,518.00- - • • AMOUNT PERMIT -' • ' Plan.Chk. Dep. 253.00 _ Plan Cfik. Bal. 12-30.47 Const.. = 1661 . 00, - . Mech. - - I9I .' SQ ' - Electridal;,` S, `, �� 316 f 0 Plumbing , 5 ' 'w 291.00 O I, as owner, of the property, am exclusively contracting with licensed contractors to con- struct the project.'(Sec. 7044, Business and Professions Coder The Contractor's License Law, ' does not apply to an owner of property, who builds or improves thereon, and who contracts. for such projects with a contractor(s) licensed pursuant to the Contractor's License Law.) I am exempt under Sec: B: ti P.C. for this reason S.M,I• a ` .. 4 . 90. - Grading • a� . 00❑ Driveway Enc. - 20.00'.. Date Owner Infrastructure 6000.00 _ . _ • _ _ Arts in Pu i^ WORKERS' COMPENSATION DECLARATION I hereby affirm that I have a certificate of consent to self -insure, or a certificate of Worker's Compensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.) - -' Policy No. Company rpy is filed with the city. ❑ Certified cophf . - . TOTAL 11147.07 1089-1. 0*1 CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE REMARKS - 1 ` _ _ - r,•,,• EiL4 } .s ... ..ss'!"'e. ✓:dF .li °! .. .(This section need not be completed if the permit is for -one hundred dollars ($100) valualion - or less.) .. , I certify that in the performance of tha work for which this permit is issued, I shall not employ any person in any.manner so as to become subject to the Workers' Compensation' Laws of California. ' Date Owner NOTICE TO APPLICANT. -If, alter making this Certificate of Exemption,. you should become •. subject to the Workers' Compensation provisions of;the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. ZONE: ' • BY: •• Minimum Setback Distances: Minimum Front Setback from CONSTRUCTION LENDING AGENCY ' 1 hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued. (Sec. 3097, Civil Code.) . Lender's Name Lender's Address 'This is a building permit when properly filled out, signed -and validated, and is subject to • expiration it work thereunder is suspended for 180 days. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby, authorize representatives -of this city to enter the -above-. mentioned property for Inspection purposes. Signature of applicant Date Mailing Address " City, State, Zip e er Ine Rear Setback from Rear Prop. Line Side Street Setbackfrom Center Line Side Setback from Property Line .FINAL DATE INSPECTOR Issued by: Date Permit Validated by:' Validation: ` CONSTRUCTION ESTIMATE NO. ELECTRICAL FEES NO. PLUMBING FEES IST FL. SO. FT. ® $ 2ND FL. SQ. FT. @ POR. SO. FT. ® GAR. SO. FT. ® CAR P. SQ. FT. WALL SQ. FT. ® SQ FT ® ESTIMATED CONSTRUCTION VALUATION $ UNITS MOBILEHOME SVC. POWER OUTLET YARD SPKLR SYSTEM BAR SINK ROOF DRAINS DRAINAGE PIPING DRINKING FOUNTAIN. URINAL WATER PIPING NOTE: Not to be used as property tax valuation ROUGH PLUMB. BONDING FLOOR DRAIN MECHANICAL FEES FORMS WATER SOFTENER VENT SYSTEM FAN EVAP.COOL HOOD SIGN WASHER(AUTO)(DISH) APPLIANCE DRYER GARBAGE DISPOSAL FURNACE UNIT WALL FLOOR SUSPENDED OTHER APPJEQUIP. LAUNDRY TRAY AIR HANDLING UNIT CFM GAS (FINAL) TEMP. POLE l 2 KITCHEN SINK ABSORPTION SYSTEM B.T.U. TEMP USE PERMIT SVC WATER CLOSET COMPRESSOR HP POLE, TEMIPERM LAVATORY HEATING SYSTEM FORCED GRAVITY AMPERES SERV ENT SHOWER BOILER. B.T.U. SO. FT. ® c BATH TUB ROOFING `/ l 1 A G SQ. FT. ® c WATER HEATER MAX. HEATER OUTPUT, B.T.U. SO. FT. RESID ® 1 Vi c SEWAGE DISPOSAL SQ.FT.GAR ® 3Vic HOUSE SEWER FIREPLACE (3 _ a h SPARK ARRESTOR GAS PIPING PERMIT FEE PERMIT FEE PERMIT FEE DBL TOTAL FEES MICRO FEE MECH.FEE PL.CK.FEE CONST. FEE ELECT. FEE SMI FEE PLUMB. FEE STRUCTURE I-PCUMBING ELECTRICAL HEATING & AIR COND. SOLAR SETBACK GROUND PLUMBING omwzfi UNDERGROUND A.C. UNIT COLL. AREA SLAB GRADE ROUGH PLUMB. BONDING HEATING (ROUGH) STORAGE TANK FORMS SEWER OR SEPTIC TANK ROUGH WIRING. DUCT WORK ROCK STORAGE FOUND. REINF. GAS (ROUGH) 2 lot METER LOOP HEATING (FINAL) OTHER APPJEQUIP. REINF. STEEL GAS (FINAL) TEMP. POLE l 2 GROUT WATER HEATER SERVICE FINAL INSP. BOND BEAM WATER SYSTEM FINAL INSP. FINAL INSP. GRADING cu. yd. $ plus x$ _$ LUMBER GR. /� /S, FRAMING .,( u vV� (//6 t ROOFING `/ l 1 A G L (A r D�� -f y � vv� — (��1 v✓ IL�//� 1 C`f [ C l T 11A4 --� (1�l��L�� REMARKS: VENTILATION(( FIRE ZONE ROOFING FIREPLACE (3 _ a h SPARK ARRESTOR GAR. FIREWALL LATHING q -mom 3 Q I INSULATIONISOUND 01199f FINIS((H FINARN4 SPECTION CE .00C. FENCE FINAL INSPECTOR'S SIGNATURES11NITIALS GARDEN WALL FINAL DESERT SANDS'UNIFIED SCHOOL DISTRICT 82-879 Highway 111 NOTICE: Indio, CA 92201 Document Cannot Be Duplicated (619) 347-8631 Date 10/11/91 Type of Permit I La Quinta No. ' 10925 Permit # Owner Name Jim Fleming )fig # No. 77465 street Loma Vista city La Quinta zip 92253 Study Area 109 APN # Tract,# 125237 Lot # 40,42 Square Footage 1 Type of Development ISingle Family Residence No. of units Comments jots 40 and 42 formally Tract #14496 under exem ti= 'on approve by Marries Ewart Sq_ Ft_ 5,580_ At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patios/walkways, residential additions under 500 square feet, detached accessory structures or replacement mobilehomes. It has been determined the above-named owner is exempt from paying school fees at this time due to the following , reason: ' ` Under mitigation agreement This certifies that school fatality fees imposed pursuant to Mitigation Agreement M the amount of 628.00 X10 or $ 628.00 have been paid to D.$.U.SM. for the property listed above and that building permits and/or Certificates of Occupancy for this square footage in this proposed project may now be issued. Fees Paid By Stephen Jones Telephone 346,3366 Name on the check By James E. Lively Assistant Superintendent, Business Services - �« �a Fee collected /exempted by Vickie J. Durrett R "` Payment Received Signature: Check No. 2852 Collector: Attach a copy of county or city plan check application form to district copy for all waivers. Embossed Original- Building DeptJApplicant Copy - Applicant/Receipt Copy - Accounting VJ a] RECORDING REQUESTED BY Notary Publle— Ca;ifornla WHEN RECORiIk'0"1lWTH1tO0EE0TANQ' 01.'[Eti 911ISE SHOWN RIVERSIDE COUNTY My Comm. Expires OCT 31,199d AND BELOW MAIL TAX STATEMENT TO: I Neme James Fleming Street. Address 82_851 Ave 45 "i" Indio,Ca. 92201 GO city& State t C W tlC ti a'=�8 -F MAIL TAX STATEMENTS TO q1 Name Street Address SPACE ABOVE THIS LINE FOR RECORDER S UBE SAME AS ABOVE City & State L J TITLE ORDER NO. ESCROW N0. VJ a] CORPORATION GRANT�D_EED THE UNDERSIGNED GRANTOR(S) DECLARE(S) / I DOCUMENTARY TRANSFER TAX is, 389.95 �Z x[ <computed on full value of property convexed,_oc-� ❑ computed on full value less value of liens or encumbrances remaining at time of sale. ❑ unincorporated area -tR city of T.A QIITNTA , AND FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, CITIZENS INVESTMENT CORPORATION, AN OHIO CORPORATION a corporation organized under the laws of the State of hereby GRANTS to James B. Fleming and Roberta Fleming, Husband and Wife as Joint Tenants the following described real property in the City of La Quint& s :. County ofRIVERSIDE , State of California: • a SEE ATTACHED EXHIBIT 'A' . . vk,.. a4 In Witness Whereof, said corporation+ has caused its corporate name and seal to be affixed hereto and this in strument to be executed by its President and Secretary`, s ` thereunto duly authorized. CITIZENS INVESTMENT CORPORATION, AN Dated: —ONTO C RA- ONTOQITIZENS I TMEN TION STATE OF CALIFORNIA r B) R+t ✓��' s 1 Li "�- } SS. �'� President COUNTY OF p) JJ By On /ya y 7 I before, me, the under- fieeretary_ sl ned, a'Notaryu lic in and for said State, personally appeared . LA .a. rut. Pow 8 d 2 S A S known to rjlc to be the President, and a $�. i known to me to be pYAS't' A,;"r Secretary of the Corporation that executed the within Instrument, know to me to be the persons who executed the within Instrument on behalf of the Corporation therein named, and acknowledged to me that such Corporation executed the within Instru- ment pursuant to its by-laws or a resolution of its board of directors. WITNESS m hand and official seal. Name (Typed or Printed) OFFICIAL NOTARY SEAL M,ONTE PSI SANDERS Notary Publle— Ca;ifornla i RIVERSIDE COUNTY My Comm. Expires OCT 31,199d C W tlC ti a'=�8 lh a SPACE ABOVE THIS LINE FOR RECORDER S UBE CORPORATION GRANT�D_EED THE UNDERSIGNED GRANTOR(S) DECLARE(S) / I DOCUMENTARY TRANSFER TAX is, 389.95 �Z x[ <computed on full value of property convexed,_oc-� ❑ computed on full value less value of liens or encumbrances remaining at time of sale. ❑ unincorporated area -tR city of T.A QIITNTA , AND FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, CITIZENS INVESTMENT CORPORATION, AN OHIO CORPORATION a corporation organized under the laws of the State of hereby GRANTS to James B. Fleming and Roberta Fleming, Husband and Wife as Joint Tenants the following described real property in the City of La Quint& s :. County ofRIVERSIDE , State of California: • a SEE ATTACHED EXHIBIT 'A' . . vk,.. a4 In Witness Whereof, said corporation+ has caused its corporate name and seal to be affixed hereto and this in strument to be executed by its President and Secretary`, s ` thereunto duly authorized. CITIZENS INVESTMENT CORPORATION, AN Dated: —ONTO C RA- ONTOQITIZENS I TMEN TION STATE OF CALIFORNIA r B) R+t ✓��' s 1 Li "�- } SS. �'� President COUNTY OF p) JJ By On /ya y 7 I before, me, the under- fieeretary_ sl ned, a'Notaryu lic in and for said State, personally appeared . LA .a. rut. Pow 8 d 2 S A S known to rjlc to be the President, and a $�. i known to me to be pYAS't' A,;"r Secretary of the Corporation that executed the within Instrument, know to me to be the persons who executed the within Instrument on behalf of the Corporation therein named, and acknowledged to me that such Corporation executed the within Instru- ment pursuant to its by-laws or a resolution of its board of directors. WITNESS m hand and official seal. Name (Typed or Printed) MAIL TAX STATEMENTS AS DIRECTED ABOVE. (Thi, un for ofrkhl nwinl zeal) OFFICIAL NOTARY SEAL M,ONTE PSI SANDERS Notary Publle— Ca;ifornla i RIVERSIDE COUNTY My Comm. Expires OCT 31,199d MAIL TAX STATEMENTS AS DIRECTED ABOVE. (Thi, un for ofrkhl nwinl zeal) 4 ' n EDMBIT "Ali PARCEL 1 YLot 42 of Tract No. 25237 111�` f . ,,' 'Jp..R:;.• the City of La Quinta, County of Riverside, state of'California, as per map recorded in Book 228, Pages 95 to 99, inclusive, i -of Maps, in the Office of the County Recorder of said County. RESERVING THEREFROM, for the benefit of Grantor, its successors in interest and others, nonexclusive easements for access, ingress, egress, maintenance, repair, drainage, and for other purposes., all as described in the Declaration referred to below. i J � FUR'IBER RESERVING UNTO GRANTOR, its• successors and - assigns,, together with�'�th4" �'�F right to grant and transfer all ora portion of the same:. A. All previously unreserved oil rights, mineral rights, natural gas rights and rights to all other hydrocarbons by whatever name known, to all geothermal heat and to all products derived from any of the foregoing . (collectively, "Subsurface Resources"); and B. The .perpetual right to drill, mine, 'explore and operate for and`to produce, store and remove any of the Subsurface Resources on or from said Lot, including the right to whipstock or directionally drill and mine from lands other than said Lot,- wells, tunnels and shafts into, through or across the subsurface of said Lot, and to bottom such whipstocked or directionally drilled wells, tunnels and ;shafts within or beyond the exterior limits of said Lot, and to redrill, retunnel, equip, maintain, repair, deepen and operate any such wells or mines, but without the right to drill, mine, explore, operate, produce, store or remove any of the Subsurface Resources through or in the surface or the upper five hundred feet (5001) of the subsurface of said Lot.. PARCEL 2 A nonexclusive easement for ' ingress, egress, over the common area, `as .described in the Declaration of Covenants, Conditions and Restrictions, and Reservation of Easements recorded March 12, 1991 as Instrument No. 82168. PARCEL 3 _ ." • � � t h:+'tib �,��'`r4 �iK�1�F r � `�f,41 �'� l�,�t+ A nonexclusive easement for access -ingress and s=. ingr egress for pedestrian and vehicular purposes over those private streets described as the "PUD Roads" and '"Venture Property Roads," as described in that certain Use Agreement and Grant of Non-exclusive Easements recorded on February 25, 1987 as Instrument No. 52339, in Official Records of Riverside County, California ("Use Agreement"). is : grF 1. General and special real ro taxes for the ori tY�p,�f�t hiY P kY• current fiscal supplemental assessments, if any. year 2. Covenants, conditions and restrictions, easements, reservations, rights' and rights-of-way of.record. Grantee r t -- -- --...� ,,...acceptance,_an3Ereccr-dation--of this -deed -expressly accepts,'- ' Y' covenants'and agrees to be bound by and assume performance of all of the provisions and requirements set forth in the Use Agreement and the Declaration of Covenants, Conditions and Restrictions and Reservation of Easements for The Enclave Mountain Estates ("Declaration") recorded on March 12, 1991 as Instrument No. 82168, in the Official Records of Riverside County, California, which Provisions and requirements are acknowledged to be reasonable, and all of which are incorporated herein by this reference. This grant is expressly conditioned upon the performance of such provisions to be performed by Grantee thereunder. The use,for which the Lot is intended is residential, and the restrictions on its use are fully set forth herein and in the Declaration and the Use Agreement, to which this deed is expressly made subject. RECORDING REQUESTED BY AMD WHEN RECOAbE1I"ifACAF` THi90"TAN LIbEt Dl Eg*ItE SHOWN BELOW MAIL TAX STATEMENT TO: tl Name F James Fleming co 82-851 Ave 45 Addreae Indio,C a.92201 !� city a State tL Neme °I Street Address City a state 1 Q I TITLE ORDER MAIL TAX STATEMENTS TO SAME AS ABOVE ESCROW NO. 5002—IR CORPORATION GRANT DEED THE UNDERSIGNED GRANTOR.(S) DECLARE(S) DOCUMENTARY TRANSFER TAX is �$ 371.25 [computed on full value of property conv�eyed, or ❑ computed: on full _value less value of.liensLJumbrances remaining at time of sale. ❑ unincorporated area Occity of LA 011INTA , AND FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, CITIZENS INVESTMENT CORPORATION, AN OHIO CORPORATION a corporation organized under the laws of the State of hereby GRANTS to James B. Fleming and Roberta Fleming, Husband and Wife as Joint Tenants the following described real property in the City of La Quinta County of RIVERSIDE , State of California: p �> 4 t4 4tfl: SEE ATTACKED EXHIBIT 'A'' j A 4 d K ukr+,,f i .3 r In Witness Whereof, said corporation has caused its corporate name and seal to be affixed hereto andthis'ins strument to be executed by its President and ''''Secretary thereunto duly authorized. CITIZENS INVESTMENT CORPORATION, AN Dated: May 6., 1991 AI�Cg�4MA OHIO CITIZENS INV MENT TI N B STATE OF CALIFORNIAy COUNTY OF— �'J,RiSr,�� SS. By President On , ` °� N o /?9 before me, the under- vCt ea o� ZSecfete+y si ned, a Notary Public in and for said State, personally appeared -s'at lOn LA •Q PI -P ad -e 94 S known to to be 'he _ _ President., and known to me to be Secretary of the Corporation that executed the within Instrument, know to me to be the persons who executed the within Instrument on behalf of the Corporation therein named, and acknowledged to me that such Corporation executed the within -Instru- ment pursuant to its by-laws or a resolution of its board of directors. WITNESS m and and official seal. / Signature Me��'-� Name (Typed or Printed) 4r .,. f��/c�T'"'�:] •fr OFFICIAL NOTARY SEAL MONTE M SANDERS Notary Pu*- _ California RIVCFISIDE COUNTY My Comm. Expiros OC•r aI,I99A cc tv w as � zb a C7) A� z I.. -0, � Cn ~ t 0 c La n � r 3 - a !7C 1m SPACE ABOVE THIS LINE FOR 11CCORDER'$ USE CORPORATION GRANT DEED THE UNDERSIGNED GRANTOR.(S) DECLARE(S) DOCUMENTARY TRANSFER TAX is �$ 371.25 [computed on full value of property conv�eyed, or ❑ computed: on full _value less value of.liensLJumbrances remaining at time of sale. ❑ unincorporated area Occity of LA 011INTA , AND FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, CITIZENS INVESTMENT CORPORATION, AN OHIO CORPORATION a corporation organized under the laws of the State of hereby GRANTS to James B. Fleming and Roberta Fleming, Husband and Wife as Joint Tenants the following described real property in the City of La Quinta County of RIVERSIDE , State of California: p �> 4 t4 4tfl: SEE ATTACKED EXHIBIT 'A'' j A 4 d K ukr+,,f i .3 r In Witness Whereof, said corporation has caused its corporate name and seal to be affixed hereto andthis'ins strument to be executed by its President and ''''Secretary thereunto duly authorized. CITIZENS INVESTMENT CORPORATION, AN Dated: May 6., 1991 AI�Cg�4MA OHIO CITIZENS INV MENT TI N B STATE OF CALIFORNIAy COUNTY OF— �'J,RiSr,�� SS. By President On , ` °� N o /?9 before me, the under- vCt ea o� ZSecfete+y si ned, a Notary Public in and for said State, personally appeared -s'at lOn LA •Q PI -P ad -e 94 S known to to be 'he _ _ President., and known to me to be Secretary of the Corporation that executed the within Instrument, know to me to be the persons who executed the within Instrument on behalf of the Corporation therein named, and acknowledged to me that such Corporation executed the within -Instru- ment pursuant to its by-laws or a resolution of its board of directors. WITNESS m and and official seal. / Signature Me��'-� Name (Typed or Printed) 4r .,. f��/c�T'"'�:] •fr OFFICIAL NOTARY SEAL MONTE M SANDERS Notary Pu*- _ California RIVCFISIDE COUNTY My Comm. Expiros OC•r aI,I99A MAIL TAX STATEMENTS AS DIRECTED ABOVE. IThil arca W of .W n Ml -4 JS q 162883 -'.• i i F �� t ,� tai . � .+°�ii�b y�l rrt+�3 +r t""-sialt fig56tp!�;i�'i • EXHIBIT IIA" . �{ ' iii `+ }� ' !PARCEL 1 '. .'s ; .-„ ` .:i.� ; a y$, 4��,.» �' �,Ynh ia✓�j �*4 ik4, ��. f�' � ' J ' - ..',•.°'-fir ''`1�i� y� kri'. �.� i'j}�,ty� KgS,r1., �. `Lot 40 of Tract No. 25237, in the City'of 'La Quintal' County of Riverside State of California, as per map recorded in Book -228, Pages 95 to 99, inclusive, of Maps, in the Office of the County Recorder of said County. RESERVING THEREFROM, for the benefit of Grantor, its successors in interest and others, nonexclusive easements for -access, ingress,' egress, maintenance, repair, drainage, and for other purposes, all as described in the Declaration referred to' below. FUKIHR RESERVING UNTO GRANTOR its successors and' assigns, with ': �',; : ,� `r� • right to grant and transfer all ora portion of the same: A. All previously unreserved oil rights, mineral rights, natural: gas rights and rights to all other hydrocarbons. by whatever name known, to all geothermal heat .and to all products derived from any of the foregoing (collectively, "Subsurface Resources"); and B. The perpetual right to ,drill, mine, explore -and operate for and to produce, store and remove any of the Subsurface Resources on or from said Lot, including the right to whipstock or directionally drill and mine from lands other than said Lot, wells, tunnels and shafts into, through or across the subsurface of said Lot, and to bottom such whipstocked or directionally drilled wells, tunnels and shafts within or beyond the exterior limits of said Lot, and to redrill, retunnel, equip, maintain, repair, deepen and operate any such wells or mines, but without the right to drill, mine,•explore,. operate, produce, store or remove any of the Subsurface Resources through or in the surface or the upper five hundred feet (5001) of the subsurface of said Lot. PARCEL 2 •�` a �ti A nonexclusive easement for ingress, egress, over the common area, as described in the Declaration of Covenants, Conditions and Restrictions, and Reservation of Easements recorded March 12,-1991 as Instrument No. 82168. PARCEL 3 A nonexclusive easement for access�,'K ingress and egress for pedestrian and, vehicular purposes over those private streets described as .the "PUD Roads" and "Venture Property Roads," as described in that certain Use Agreement and Grant of Non-exclusive Easements recorded on February 25, 1987 as Instrument No. 52339, in Official Records of Riverside County, California ("Use Agreement"). SUBJECT TO • cyy, 1. General and special real property taxes for thecurrent fiscal yearandsupplemental assessments; if any.' 2. , Covenants, conditions and restrictions, easements, reservations, rights and rights -of -gray of. record. Grantee, by acceptance and recordation of this deed _ _ _ .._ . _ . expressly accepts, _ co'Jenants ar�i' agrees` to be: -°bowed by and -assume I performance of all of, ttie provisions and requirements set forth in the Use Agreement and the Declaration of _ Covenants, Conditions and Restrictions and Reservation of - Easements for The Enclave Mountain Estates ("Declaration") recorded on March 12, 1991 as Instrument No. 82165, in the Official Records of Riverside County, California, which provisions and requirements are acknowledged to be reasonable, and all of which ' are incorporated herein by this reference. This grant is expressly conditioned upon the performance of such provisions to be performed by Grantee thereunder. The use for which the Lot is intended is residential, and the restrictions 'on its use are fully set forth herein and in the Declaration and the Use Agreement, to which this deed is expressly made subject. v) a• L-�NNI f� �r R01EX INSULATION SUBI '1T"Tf LHEFT L4tl u / 0( - galLm/A/< SUBMITTED TO; kovee_ Itisw-A_ 1 d pi X0 7` SUBMITTED BY: ADDRESS: 160 0, #-'A8:3 -3 PHONE: 'a8:3- PHONE: DATE JOB TITLE: -/lM OEL4E1V Z/yC7 IUe5 -1311ie-D9_, JOB LOCATION: DESCRIPTiON: CORDEX Attic insulation consists of chemically treated wood/cellulosic fibers blended with dry adhesive to be water activated during the application thru the "N -Line" nozzle. CORDEX Attic insulation is to be applied thru a pneumatic blowing machine in conjunction with the water -control box to regulate air/water/fiber at the proper mix ratios. CORDEX INSULATION COVERAGE CHART CELLULOSE/PNEUMATIC SPRAY APPLICATION UNITED FIBERS recommends that the Insulation be Installed at these minimum thicknesses, maximum coverages, to provide the levels of Insulation thermal resistance (R) shown. R means resistance to heat flow. The higher the R -value, the greater the insulating powers. BLOWING COVERAGE CHART BASED ON SETTLED DENSITY, 26 LB. BALES, Note: For density of 1.25 Ibs.lcu. ft. R -Value at 75°F Minimum Minimum Number of Bales Coverage Minimum Mean Tomperaturs Thickness per 1,000 Square Fest per Weight por (settled Sale Squaro foot To Obtain an Installed InsulatioqSquare Shell Not " Insulation Shall Not Be 2x6 .foists Gross Foot Be Lasa Resistance R of: Less Inches Than: 24OC per Bels Pounds Than. R-38 10.7 In. 38.5 39.6 25.10 1.12 lbs./sq. ft. A-30 8.5 In. 30.0 31.3 31.91 .88 Ibs./sq. ft. A-24 6.8 in. 24.0 25.2 39.70 .70 lbs./sq, ft. R•22 8.2 In. 21.5 22.8 43.81 ,62 lbs./sq. ft. R-19 5.3 In, 1815 19.7 50.68 .55 Ibs.lsq. ft. R•13 3.6 In. 12.7 13.5 73.87 .38 lbs./sq, ft. R•11 3.1 In, 10.9 11.6 86.16 .32 lbs./sq. H. Wall (density 2.1 PPCF) . 2x4 16" OC No Studs R•13 3.5 In, 19.9 L21.9 45.70 .96 lbs./sq. ft. R-20 8.5 In. 31.2 1 34.4 29,09 1 .61 lbe./sq. h. SIDEWALL APPLICATION: When Installed with pneumatic equipment and external spray nozzle the above thermal values may be achieved at the specified coverage and weights. This coverage chart Is based upon a design settling density of 1.25 pcf. for attics and 2.1 pcf, for sidewall applications: Cordex is non -settling by CPSC Shaker Method. The actual coverage will vary and will depend upon job conditions, equip- ment and application techniques, To got the marked R -value, It Is essential that this Insulation be installed properly.: CAUTION TO HELP AVOID FIRE: Keep Insulation at least three Inches away from the sides of recessed light fixtures. Do not place insulation over such fixtures so as to entrap heat. Also keep insulation away from exhaust flues of furnaces, water heaters, space heaters, or other heat -producing devices. To be sure that insulation Is kept away from light fixtures and flues, use bgrrier to permanently maintain clearance around these items Check with local building or fire officials for guidance on installation and barrier requirements. 4280 Iowa St., Unit J 390 E. Ray Road Benicia, CA 94510 UNITED FIBERS Chandler, AZ 85224 707-746-5060 602=963-4551 4i il i. -IE �CDRIDEX SUPPORT SYSTEM: i integral part of the CORDEX System the factory support provided to the intractor. This includes installation of e CORDEX control box and provision the "N -tine" nozzle. Additionally VITED FIBERS will assist in training ;tallation crews both initially and thru ,ntinuous follow-up service with a eld Service Representative. The ORDER demonstration truck illustrates e commitment and opportunity pro - Jed the contractor by assisting In ,ilder presentations and providing Ahe-job training. - . . _ _ _ . . . - _ . . r' . rJ .s le Technical and Sales Staff of UNITED FIBERS will continue working with builders and chitects to provide the contractor with job opportunities thru the expanding recognition id acceptance of CORDEX. OMPLIANCES: •ASTM x'39 •rudo,al Spoc Winton Uso of Motorial, 6ullotln 80 HUDrFHA •IndupunQont Third Purty Laboralory Tostod and Lal y+od with follow-up Inspoction. •rudoral Spocincation Consumor Product Solely Coinmisslon. This product mouls tho arnondod CPSC standard for Ramo rosl,tanco and corrosivonoss of collulosolmulation. •inlornational CoMoronco of Building Officials, W.B.O. Evaluation Roport 0 2833. •;talo of Calllornla Insulation Quality Standards UALITY ASSURANCE: JITED FIBERS maintains a full staff of qualified laboratory personnel and equipment for the continuous assurance of )RDEX quality. In addition to the periodic Inspection by an Independent third party laboratory, the State of California, ,rcau of Home Furnishings also conducts periodic Inspections and testing to assure safety compliance. The laboratory UNITED FIBERS performs continuous standardized test procedures on CORDEX insulation to assure compliance ;h f=ederal and State fire -safety standards, a' the flying buttress 72-757 Fred Waring Drive, N5 Palm Desert, CA 92260 (619) 346-5445 BY QFP_DATE al9L W.O. NO. I I — 1'7 { CKD DATE JOB VLA ) M G ? 7.¢4o 5 tr1 ► �t� PREPAREDTOR: Po' Fox 4(.05<v 39-x- 33C®� 631-p,u G.TIJ L.- . te_I oN LSHEET r Q U I I,'(- U P Poo r 16, Co • 0 P6.r- e rc, : INS>ULAAT10" (,o _ Iq E?& DF�fl I,o�f'JS 13.0 PAF 20, 160112 121-:1 r- o.G, . �'l l5G fi I -'f I✓G�I-� � � c� D�G�t7 Vo�r7� l E5, (2 P�I� ��oFESSIO Po Q U I I,'(- U P Poo r 16, Co • 0 P6.r- PI.'f w 0I INS>ULAAT10" (,o _ DF�fl I,o�f'JS 13.0 PAF 20, 160112 121-:1 r- the flying buttress9 72-757 Fred Waring Drive, BY P DATE 11 W.O. NO. '1 1 " 17 l SHEET Z #5 Palm Desert, CA 92260 CKD DATE JOB,,' PL- 1ItJ& (619):346.'5445 PREPARECITOR: 24" oG V �� LOSS 5 . o r':at✓ �. RW 8 12uj C� OfESS10# � q� g, .P P6 x I,D 2 ( P S- F= �' No. 33446 Exp, 6.30.94 C1v\�• I x <v "C C� 5.o��'I T % PsF `�pQ��Q TE op CA\ ob--( . r--1 IN) co r-1 P, I, u rl 7 x I o p;:ou . 240 0 1('05 t.. S x to t7Fl bF Sk.r--Va) Yi ,,. �1 Eli �� 0 Q- n I±P � w d y 1 .... ....... _._... �� 0 <S // Q- n I±P � w y 1 <S // . 41 .• JOB NUMBER 91-171 4/51 JOB TITLE STEVE JONES PLAN NAME FLEMING DATE 8/28/91 OPERATOR NAME LMM R 1 RAFTERS OVER-ALL LENGTH: 16.00 RCTS AT: .00 16.00 APPLIED LOADS (DOWN +) 66 UNIF LOAD #/LF REACTIONS (UP +): LEFT: 528.0 RIGHT: 528.0 ****** USE NO2 DFL 2X10 A= 13.875 S= 21.391 I= 98.932 FV= 95. E=1700000. DF=1.00 CRIT SHEAR =. 477. AT ,77 1.5*V/(A*FV*DF) _ .54 SPAN MAX MOM = 2112. FT.LBS AT 8.00 FB=1450. M/(FB*S*DF)= .82 DEFL= -.58 AT 8.00 L/240.= .80 R 2 RAFTERS OVER-ALL LENGTH: 23.00 RCTS AT: 1.50 19.50 APPLIED LOADS (DOWN +) 46 UNIF LOAD #/LF REACTIONS (UP +): LEFT: 470.2 RIGHT: 587.8 * * * * * * USE NO2 DFL 2X14 * * * * * * v`�E `Z X 12s c►�' 12° OC. A= 19.875 S= 43.891 I= 290.775 FV= 95. E=1700000. DF=1.00 CRIT SHEAR = 375. AT 18.40 1.5*V/(A*FV*DF) _ .30 LFT CANT MAX MOM = 52. FT.LBS AT 1.50 FB=1434. M/(FB*S*DF)= .01 DEFL= .05 AT .00 L/240.= .08 SPAN MAX MOM = 1698. FT.LBS AT 10.22 FB=1434. M/(FB*S*DF)= .32, fESSIO# DEFL= -.20 AT 10.42 L/240.= .90 PO l�F� RGT CANT MAX MOM = 282. FT.LBS AT 19.50 R, FB= 1434 . M/ (FB*S*'DF) _ .05 No. 33446 DEFL= .11 AT 23.00 L/240. _ .17 Esp.6-3"4 OF C HIP A OVER-ALL LENGTH: 14.00 RCTS AT: .00 14.00 APPLIED LOADS (DOWN +) 238 AT 0 0 AT 14 P'TL LOAD #/LF REACTIONS (UP +): LEFT: 1110.7 RIGHT: 555.3 ****** USE NO1 DFL 4X 8 A= 25.375 S= 30.661 I= 111.148 FV= 95. E=1800000. DF=1.00 CRIT SHEAR = 970. AT .60 1.5*V/(A*FV*DF) _ .60 SPAN MAX MOM = 2992. FT.LBS AT 5.92 FB=1500. M/(FB*S*DF)= .78 DEFL= -.52 AT 6.75 L/240.= .70 VALLEY B OVER-ALL LENGTH: 15.00 RCTS AT: .00 15.00 APPLIED LOADS (DOWN +) 255 AT 0 0 AT 15 P'TL LOAD #/LF REACTIONS (UP +): LEFT: 1275.0 RIGHT: 637.5 ****** USE N01 DFL 4X 8 A= 25.375 S= 30.661 I= 111.148 FV= 95. E=1800000. DF=1.00 CRIT SHEAR = 1124. AT .60 1.5*V/(A*FV*DF).= .70 SPAN MAX MOM = 3681. FT.LBS AT 6.34 FB=1500. M/(FB*S*DF)= 96 DEFL= -.73 AT 7.25 L/240. .75 " No. 33446 Exp. 6.30.94 �c crl, OF HIP C OVER-ALL LENGTH: 18.50• RCTS AT: .00 18.50 APPLIED LOADS (DOWN +) 0 AT 0 361 AT 18.5 P'TL LOAD #/LF REACTIONS (UP +): LEFT: 1113.1 RIGHT: 2226.2 ****** USE N01 DFL 6X10 ****** A= 52.250 S= 82.729 I= 392.964 FV= 85. E=1600000. DF=1.00 CRIT SHEAR = 1946. AT 17.71 1.5*V/(A*FV*DF) _ .66 SPAN MAX MOM = 7926. FT.LBS AT 10.68 FB=1350. M/(FB*S*DF)= .85 DEFL= -.76 AT 9.58 L/240.= .93 VALLEY D OVER-ALL LENGTH: 22.00 RCTS AT: .00 22.00 APPLIED LOADS (DOWN +) 0 AT 0 429 AT 22 P'TL LOAD #,/LF REACTIONS (UP +): LEFT: 1573.0 RIGHT: 3146.0 ****** USE N01 DFL 6X12 ****** A= 63.250 S= 121.229 I= 697.068 FV= 85. E=1600000. DF=1.00 CRIT SHEAR = .2744. AT 21.04 1.5*V/(A*FV*DF) _ .77 SPAN MAX MOM = . 13320. FT.LBS AT 12.70 FB=1350. M/(FB*S*DF)= .98 DEFL=-1.02 AT 11.42 L/240.= 1.10 VALLEY E OVER-ALL LENGTH: 22.00 RCTS AT: .00 11.50 22.00 APPLIED LOADS iDOWN +) 0 AT 0 273 AT 22 P'TL LOAD #/LF REACTIONS (UP +): LEFT: 99.9 MID: 1887.96 RIGHT: 1015.1 ****** USE N01 DFL 6X 6 ****** A= 30.250 S= 27.729 I= 76.255 FV= 85. E=1600000. DF=1.00 CRIT SHEAR = 1101. AT 11.96 1.5*V/(A*FV*DF) _ .64 LFT SPAN MAX MOM = 1996. FT.LBS AT 11.50 FB=1200. M/(FB*S*DF)= .72 DEFL= .04 AT 9.42 L/240. .57 RGT SPAN MAX MOM = 2010. FT.LBS. AT 17.90 FB=1200. M/(FB*S*DF)= .72 DEFL= -.28 AT 17.33 L/240.= .52 VALLEY F OVER-ALL LENGTH: 20.00 RCTS AT: .00 10.00 20.00 APPLIED LOADS (DOWN +) 0 AT 0 273 AT 20 P'TL LOAD #/LF REACTIONS (UP LEFT: 56.9 :MID: 1706.25 }"RIGHT: 966.9 ****** USE N01 DFL 6X 6 ****** A= 30.250 S= 27.729 I= 76.255 FV= 85. E=1600000. DF=1.00 CRIT SHEAR = 1017. AT 10.46 1.5*V/(A*FV*DF) .59 LFT SPAN MAX MOM = 1706. FT.LBS AT 10.00 FB=1200. M/(FB*S*DF)= .62 DEFL= .04 AT 7.50 L/240.= .50 RGT SPAN MAX MOM = . 1830. FT.LBS AT 16.07 FB=1200. M/(FB*S*DF)= .66 �pftsslpb4 DEFL= -.23 AT 15.50 L/240.= .50 �O •�E,R pi,�� No -33446 s EXP. 6.3H4 OF Cl HIP G OVER-ALL LENGTH: 31.00 RCTS AT: .00 5.00 26.00 APPLIED LOADS (DOWN +) 442 AT 0 0 AT 26 P'TL LOAD #/LF' REACTIONS (UP +): LEFT: -709.0 MID: 5620.52 RIGHT: 834.5 ****** USE N01 DFL 6X14 ****** A= 74.250 S= 167.063 I= 1127.672 10.5 FV= 85. E=1600000. DF=1.00 S= 94.172 I= 494.402 CRIT SHEAR = 2523. AT 6.13 1.5*V/(A*FV*DF) _ .60 LFT SPAN MAX MOM = 8716. FT.LBS AT 5.00 CRIT SHEAR FB=1332. M/(FB*S*DF)= .47 _ .98 DEFL= .01 AT 3.00 L/240.= .25 RGT SPAN MAX MOM = 8716. FT.LBS AT 5.00 .19 FB=1332. M/(FB*S*DF)= .47 AT 7.00 DEFL= -.20 AT 16.17 L/240.= 1.05 RGT SPAN RGT CANT MAX MOM = 0. FT.LBS AT 29.83 AT 27.00 FB=1332. M/(FB*S*.DF)= .00 �. DEFL= .16 AT 31.00 L/240.= .`25 QVoES No. 33446 Exp, 6.30.34 HIP H �F iv OVER-ALL LENGTH: 28.50 RCTS AT: .00 15.00 27.00 APPLIED LOADS (DOWN +) 0 AT 0 546 AT 28.5 P'TL LOAD #/LF 5470 AT 28.5 CONC LOAD # REACTIONS (UP +): LEFT: 478.8 MID: 3425.98 RIGHT: 9345.7 ****** USE 24F GLM 5.125X 10.5 ****** A= 53.813 S= 94.172 I= 494.402 FV=165. E=1800000. DF=1.00 CRIT SHEAR = 5808. AT 27.88 1.5*V/(A*FV*DF) _ .98 LFT SPAN MAX MOM = 3595. FT.LBS AT 15.00 FB=2400. M/(FB*S*DIS')= .19 DEFL= -.09 AT 7.00 L/240.= .75 RGT SPAN MAX MOM = 8808. FT.LBS AT 27.00 FB=2400. M/(FB*S*DF)= .47 �. DEFL= .02 AT 24.75 L/240.= .60 RGT CANT MAX MOM = 8808. FT.LBS AT 27.00 FB=2400. M/(FB*S*DF)= .47_ DEFL= -.05 AT 28.50 L/240.= .08 VALLEY J OVER-ALL LENGTH: 17.50 RCTS AT: .00 17.50 APPLIED LOADS (DOWN +) 342 AT 0 0 AT 17.5 P'TL LOAD #/LF REACTIONS (UP +): LEFT: 1995.0 RIGHT: 997.5 ****** USE N01 DFL 6X10 ****** A= 52.250 S= 82.729 I= 392.964 FV= 85. E=1600000. DF=1.00 CRIT SHEAR = 1730. AT .79 1.5*V/(A*FV*DF) _ ,68 SPAN MAX MOM = 6719. FT.LBS. AT 7.39 FB=1350. . M/(FB*S*DF)= .72 DEFL= -.57 AT 8.42 L/240.= .88 1 GLU-LAM OVER -A LENGTH: 37.00 APPLIED L S (DOWN +) 219 REACTIONS (UP + RCTS AT: .00 �� 37 00 UNIF LOAD #/LF LEFT: 4051.5 IGHT: 4051_5` ****** USE 24F M'`, 6.750X 18.0 ****** A=121.500 S= 364.500- = 3280.500 FV=165. E=1800000 IF= 0 CRIT SHEAR = 3 3. AT 1.50 1.5*V/(A*FV*DF) _ SPANMOM = 37476. FT.LBS 18.50 FB=94 M/(FB*S*DF)= .54 DEF22-1.56 AT 18.50 L/240.= 1.85 m /No. 33446 Exp, 6.30.94 OF G B 1 STEEL OVER-ALL LENGTH: 3.7.00 RCTS AT: .00 37.00 APPLIED LOADS (DOWN +) 219 UNIF LOAD #/LF REACTIONS (UP +): LEFT: 4051.5 RIGHT: 4051.5 CRIT SHEAR = 4050. AT .01 SPAN MAX MOM = 37476. FT.LBS AT 18.50 FOR DEFLECTION DIVIDE BY E*I DEFL= -9234.928000. AT 18.50 L/360. 1.23 S- 374760_"-' x I Z" 2 3' 1/V�� x►o�C�p�� B 2 STEEL ' OVER-ALL LENGTH: 40.00 RCTS AT: .00 40.00 APPLIED LOADS (DOWN +) 439 UNIF LOAD #/LF REACTIONS (UP +): LEFT: 8780.0 RIGHT: 8780.0 CRIT SHEAR = 8776. AT .01 SPAN MAX MOM = 87800. FT.LBS AT 20.00 FOR DEFLECTION DIVIDE BY E*I DEFL=-25.286.400.000. AT 20.00 L/360.= 1.33 e.. _ i S- = a7 �� xlz 1S --�G4- x lob r=3/`' E B 1 GLU-LAM 1 OVER-ALL LENGTH: 37.00 RCTS AT: .00 37.00 APPLIED LOADS (DOWN +) 219 UNIF LOAD #/LF REACTIONS (UP +): LEFT: 4051.5 RIGHT: 4051.5 ****** USE 24F GLM 6.750X 19.5 ****** A=131.625 S= 427.781. I= 4170.867 FV=165. E=1800000. DF=1..00 CRIT SHEAR = 3696. AT 1.63 1.5*V/(A*FV*DF) _ .26 SPAN MAX MOM = 37476. FT.LBS AT 18450 FB=2274. M/(FB*S*DF)= .46 DEFL=-1.23 AT 18.50 L/360.= 1.23 B 1 GLU-LAM CAMBER OVER-ALL LENGTH: 37.00 RCTS AT: .00 37.00 APPLIED LOADS (DOWN +) 107 UNIF LOAD #/LF REACTIONS (UP +): LEFT: 1979.5 RIGHT: 1979.5 ****** USE 24F GLM 6.750X 19.5 ****** G = (� A=131.625 S= 427.781 I= 4170.867 FV=165. E=1800000. DF=1.00 CRIT SHEAR = 1807. AT 35.38 1.5*V/(A*FV*DF) _ SPAN MAX MOM = 18310. FT.LBS AT 18.50 FB=2274. M/(FB*S*DF)= .23 DEFL= -.60 AT 18.50 L/360.= 1.23 , �52 (,o) = o q .12 B 2 GLU-LAM OVER-ALL LENGTH: 40..00 ROTS AT: .00 40.00 APPLIED LOADS (DOWN +) 439 UNIF LOAD #/LF REACTIONS (UP.+): LEFT: 8780..0 RIGHT: 8780.0 ****** USE 24F GLM 6.750X 27.0 ****►: A=.182.250 S= 820.12S I= 11071.690 FV=165. E=1800000. DF=1..00 CRIT SHEAR = 7792. AT 2..25 1..S*V/(A*FV*DF) _ SPAN MAX MOM = 87800. FT.L.BS AT 20.00 FB =2193. M/ (FB:*S:*DF) = .59 DEFL=-1.27 AT 20.00 L./360. 1.33 .39 8 2 GLU-LAM CAMBER 'OVER-ALL LENGTH: 40„00 ROTS AT: ,.00 40.00 APPLIED LOADS (DOWN +) 219 UNIF LOAD#/LF REACTIONS (UP +): LEFT: 4380.0 RIGHT: 43BO.0 ****** USE 24F GLM 6.75OX 27.0 ****** A=182.250 S= 820..125 I= 1107.1.690 FV=165., E=1800000., DF=1.00 CRIT SHEAR = 3887. AT 2.,2.5 1.S*V/(A*FV*DF) _ SPAN MAX MOM = 43800. FT.LBS AT 20.00' FB=2.193. M/ (FB*S*DF) = 29 DEFL = -.63 AT 20.00 L/360.= 1.33 c-- i ,� C. Co o . q q_ `5" G 11 = No.33446 Exp, 6.30.4 Civ, �� OF C��i' „19 B 72-�_ STEEL OVER-ALL NGTH: 40.00 RCTS AT: APPLIED LOA (DOWN +) 439 REACTIONS (UP +): LEFT: 8780.0 R T: 80.0 CRIT SHEAR = 8776. AT .01 SPAN MAX M = 87800. FT. L FOR DEFLECT DIVIDE BY E*I DEFL=-25. .400.000. AT 20.00 int? 40.00 UNIF LOAD #/LF AT 20.00 L/ 4 = 12.00 OVER-ALL LENGTH: 13.50 RCTS AT: .00 13.50 APPLIED LOADS (DOWN +)° 410 UNIF LOAD #%LF REACTIONS (UP +): LEFT: 2767.5 RIGHT: 2767.5 ****** USE NO1 DFL 6X10 ****** A= 52.250 S= 82.729 I= 392.964 FV= 85. E=1600000. DF=1.00 CRIT SHEAR = 2443. AT 12.71 1.5*V/(A*FV*DF)'= .83 SPAN MAX MOM = 9340. FT.LBS AT 6.75 FB=1350. M/(FB*S*DF)= 1.00. DEFL= -.49 AT 6.75 L/240.= .68 I rW! OVER-ALL LENGTH: 15.00, RCTS AT: .00' 12.50 APPLIED LOADS ,(DOWN +) 195 UNIF LOAD #/LF 3879 AT 2.5 CONC LOAD # 3879 AT 15 CONC LOAD # REACTIONS (UP +): LEFT: 3497.4 RIGHT: 7185.6 ****** USE N01 DFL 6X14 ****** A= 74.250 S= 167.063 I= 1127.672 FV= 85. E=1600000. DF=1.00 CRIT SHEAR = 4147. AT 1.3.63 1.5*V/(A*FV*DF) _ SPAN MAX MOM = 10307. FT.LBS AT 12.50 FB=1332. M/(FB*S*DF)= .56 DEFL= -.06 AT 4.33 L/240.= .63 RGT CANT MAX MOM = 10307. FT.LBS AT 12.50 FB=1332. M/(FB*S*DF)= .56 DEFL= -.04 AT 15.00 t' r L/240.= .13 9 14/5j B 5 RIDGE OVER-ALL LENGTH: 17.00 RCTS AT: .00 17.00 APPLIED LOADS (DOWN +) 371 UNIF LOAD #/LF REACTIONS (UP.+): LEFT: 3153.5 RIGHT: 3153.5 ****** USE NO1 DFL 6X12 ****** A= 63.250 S= 121.229 I= 697.068 FV= 85. E=1600000. DF=1.00 CRIT SHEAR = 2799. AT 16.04 1.5*V/(A*FV*DF) .78 SPAN MAX MOM = 13402. FT -LBS AT 8.50 FB=1350. M/(FB*S*DF)= .98 DEFL= -.63 AT 8.50 L/240.= .85 B 6 OVER-ALL LENGTH: 12.50 RCTS AT: .00 12.50 APPLIED LOADS (DOWN +) 332 UNIF LOAD #/LF REACTIONS (UP +): LEFT: 2075.0 RIGHT: 2075.0 ****** USE NO1 DFL 6X10 ****** A= 52.250 S= 82.729 I= 392.964 FV= 85. E=1600000. DF=1.00 CRIT SHEAR = 1813. AT 11.71 1.5*V/(A*FV*DF) _ .61 SPAN MAX MOM = 6484. FT.LBS AT 6.25 FB=1350. M/(FB*S*DF)= .70 DEFL= -.29 AT 6..25 L/240. .63 ESSI '"No. 33446 Exp. 6.30.94 c (5/ MWA OVER-ALL LENGTH: 7.00 RCTS AT: .00 7.00 APPLIED LOADS (DOWN +) 254 AT 0 0 AT 7 P'TL LOAD #/LF 555 AT 5 CONC LOAD'# REACTIONS (UP +): LEFT: 751.2 RIGHT: 692.8 ****** USE N01 DFL 6X 6 ****** A= 30.250 S= 27.729 I= 76.255 FV= 85. E=1600000. DF=1.00 CRIT SHEAR = 689. AT 6.54 1.5*V/(A*FV*DF) _ .40 SPAN MAX MOM = 1363. FT.LBS AT 4.24 FB=1200. M/(FB*S*DF)= .49 DEFL= -.10 AT 3.58 L/240.= .35 OVER-ALL LENGTH: 4.50 RCTS AT: .00 4.50 APPLIED LOADS (DOWN +) 215 UNIF LOAD #/LF REACTIONS (UP +); LEFT: 483.8 RIGHT: 483.8 ****** USE N01 DFL 6X 6 ****** A= 30.250 S= 27:;729 I= 76.255 FV= 85. E=1600000. DF=1.00 CRIT SHEAR = 385. AT 4.04 1.5*V/(A*FV*DF) _ .22 SPAN MAX MOM = 544. FT.LBS AT 2.25 FB=1200. M/(FB*S*DF)= .20 DEFL= -.02 AT 2.25 L/240.= .22 t/ No. 33448M111 Exp. 6- E0 .E0 f VC��`�pQ' F*= OVER-ALL LENGTH: 15.00 RCTS AT:. .00 15.00 APPLIED LOADS (DOWN +) 293 UNIF LOAD #/LF REACTIONS (UP +): LEFT: 2197.5 RIGHT: 2197.5 ****** USE NO1 DFL 6X10 ***** A= 52.250 S= 82.729 I= 392.964 FV= 85. E=1600000. DF=1.00 CRIT SHEAR = 1966. AT 14.21 1.5*V/(A*FV*DF).= .66 SPAN MAX MOM = 8241. FT.LBS AT 7.50 FB=1350. M/(FB*S*DF)= .89 DEFL= -.53 AT 7.50 L/240.= .75 OVER-ALL LENGTH: 2.50 RCTS AT: .00 2.50 APPLIED LOADS (DOWN +) 351 UNIF LOAD #/LF REACTIONS (UP +): .LEFT: 438.8 RIGHT: 438.8 ***** USE NO1 DFL 6X 6 ****** A= 30.250 S= 27.729 I= 76.255 FV= 85. E=1600000. DF=1.00 CRIT SHEAR = 278. AT .46 1.5*V/(A*FV*DF) _ .16 SPAN MAX MOM = 274. FT.LBS AT 1.25 FB=1200. M/(FB*S*DF)= .10 DEFL= .00 AT 1.25 L/240.= .13 B 11 OVER-ALL LENGTH: 10.50 RCTS AT: .00 APPLIED LOADS (DOWN +) 332 ' REACTIONS (UP +): LEFT: 1743.0 RIGHT: 1743.0 10.50 UNIF LOAD #/LF ****** USE NO1 DFL 6X 8 ****** A= 41.250 S= 51.563 I= 193.359 FV= 85. E=1600000. DF=1.00 CRIT SHEAR = 1536. AT 9.88 1.5*V/(A*FV*DF) _ SPAN MAX MOM = 4575. FT.LBS AT 5.25 FB=1350. M/(FB*S*DF)= .79 DEFL= -.29 AT 5.25 L/240.= .52 fC i OVER-ALL LENGTH: 3.50 ROTS AT: .00 3.50 APPLIED LOADS (DOWN +) 6652 AT 1 CONC LOAD # REACTIONS (UP +): LEFT: 4751.4 RIGHT: 1900.6 ****** USE N01 DFL 6X14 ****** A= 74.250 S= 167.063 I= 1127.672 FV= 85. E=1600.000. DF=1.00 CRIT SHEAR = .1901. AT 1.13 1.5*V/(A*FV*DF) _ SPAN MAX MOM = 4751. FT.LBS AT 1.00 FB=1332. M/(FB*S*DF)= .26 DEFL= .00 AT 1.58 L/240.= .17 fESSI Exp, 6.30.94 ti .66 MR F B 13 OVER-ALL LENGTH: 4.00 RCTS AT: .00 4.00 APPLIED LOADS (DOWN +) 2854 AT 3 CONC LOAD # REACTIONS (UP +): - LEFT: 713.5 RIGHT: 2140.5 ****** USE NO1 DFL 6X 8 ****** A= 41.250 S= 51.563 I= 193.359 FV= 85. E=1600000. DF=1.00 CRIT SHEAR = 2141. AT 3:38 1.5*V/(A*FV*DF) _ .92. SPAN MAX MOM = 2141. FT.LBS AT 3.00 FB=1350. M/(FB*S*DF)= .37 DEFL= -.01 AT 2.25 L/240.= .20 B 14 OVER-ALL LENGTH: 7.00 RCTS AT: .00 7.00 APPLIED LOADS (DOWN +) 623 UNIF LOAD #/LF REACTIONS (UP +): LEFT: 2180.5 RIGHT: 2180.5 ****** USE N01 DFL 6X 8 ****** A= 41.250 S= 51.563 I= 193.359 FV= 85. E=1600000. DF=1.00 CRIT SHEAR = 1791. AT 6.38 1.5*V/(A*FV*DF) _ .77 SPAN MAX MOM = 3816. FT.LBS AT 3.50 FB=1350. M/(FB*S*DF)= .66 DEFL= -.11 AT 3.50 L/240.=-. .35 SSI zi X0.33446 WA � Exp, 6.3094 � J°p4l cl)j ,g OF CA I Y7 1 ii B 15 OVER-ALL LENGTH: 3.50 RCTS AT: .00 3.50 APPLIED LOADS (DOWN +) 623 UNIF LOAD #/LF REACTIONS (UP +): LEFT: 1090.3 RIGHT: 1090.3 ****** USE N01 DFL 6X 6 ****** A= 30.250 S= 27.729 i= 76.255 FV= 85. E=1600000. DF=1.00 CRIT SHEAR = 805. AT 3.04 1.5*V/(A*FV*DF) _ .47 SPAN MAX MOM = 954. FT.LBS AT 1.75 FB=1200. M/(FB*S*DF)= .34 D.EFL= -.02 AT 1.75 L/240.= .17 OVER-ALL LENGTH: 11.50 RCTS AT: .00 11.50 APPLIED LOADS (DOWN +) 371 UNIF LOAD #/LF REACTIONS (UP +): LEFT: 2133.3 RIGHT: 2133.3 ' ****** USE N01 DFL 6X10***# A= 52.250 S= 82.729 I= 392.964; FV= 85. E=1600000. DF=1.00 CRIT SHEAR = 1840. AT 10.71 1.5*V/(A*FV*DF) _ .62 SPAN MAX MOM = 6133. FT.LBS AT 5.75 FB=1350. M/(FB*S*DF)= .66 DEFL= -.23 AT 5.75 L/240.= .57 NO.33446 rr d EXP. 4r� OF C?��\�C B 17 OVER-ALL LENGTH: 3.50 RCTS AT: .00 3.50 APPLIED LOADS (DO)4N +) 371 UNIF LOAD #/LF REACTIONS (UP +): LEFT: 649.3 RIGHT: 649.3 ****** USE NO1 DFL 6X 6 ****** A= 30.250 S= 27.729 I= 76.255' FV= 85. E=1600000. DF=1.00 CRIT SHEAR = 479. AT 3.04 1.5*V/(A*FV*DF) _ .28 SPAN MAX MOM = 568. FT.LBS AT 1.75 FB=1200. M/(FB*S*DF) .20 DEFL= -.01 AT 1.75 L/240.= .17 I: V'! OVER-ALL LENGTH: 6.50 RCTS AT: .00 6.50 APPLIED LOADS (DOWN +) 371 UNIF LOAD #/LF REACTIONS (UP +): LEFT: 1205.8 RIGHT: 1205.8 **** * USE N01 DFL 6X 6 ****** A= 30.250 S= 27.729 I= 76.255 FV= 85. E=1600000. DF=1.00 CRIT SHEAR = 1036. AT 6.04 1.5*V/(A*FV*DF) _ .60 SPAN MAX MOM = 1959. FT.LBS AT 3.25 FB=1200. M/(FB*S*DF)= .71 DEFL= -.12 AT 3.25 L/240.= .32 No.33446 a Exp. 6.30.64 a/ CI�� OF 0>.�ik OVER-ALL LENGTH: 13.00 RCTS AT: .00 13.00 APPLIED LOADS (DOWN +) 312 UNIF LOAD #/LF REACTIONS (UP +): LEFT: 2028.0 RIGHT: 2028.0 ****** USE N01 DFL 6X10 ****** A= 52.250 S= 82.729 I= 392.964 FV= 85. E=1600000. DF=1.00, CRIT SHEAR = 1781. AT .79 1.5*V/(A*FV*DF) _ .60 SPAN MAX MOM = 6591. FT.LBS AT 6.50 FB=1350. M/(FB*S*DF) .71 DEFL= -.32 AT 6.50 L/240.= .65 B 20 OVER-ALL LENGTH: 6.50 RCTS AT: .00 6.50 APPLIED LOADS (DOWN +) 390 UNIF LOAD #/LF REACTIONS (UP +): LEFT: 1267.5 RIGHT: 1267.5 ****** USE NO1 DFL 6X 6 ****** A= 30.250 S= 27.729 I= 76.255 FV= 85. E=1600000. DF=1.00 CRIT SHEAR = 1089. AT .46 1.5*V/(A*FV*DF) _ .64 SPAN MAX MOM = 2060. FT.LBS AT 3.25 FB=1200. M/(FB*S*DF)= .74 DEFL= -.13 AT 3.25 L/240.= .32 B 21 OVER-ALL LENGTH: 3.50 RCTS AT: .00 3.50 APPLIED LOADS 4DOWN +) 1268 AT 1.75 CONC LOAD # REACTIONS (UP +): LEFT: 634.0 RIGHT: 634.0 ****** USE NOI DFL 6X 6 ***# A= 30.250 S= 27.729 I= 76.255 FV= 85. E=16.00000, DF=1.00 CRIT SHEAR = 634. AT .46 1.5*V/(A*FV*DF) _. SPAN MAX MOM = 1110. FT.LBS AT 1.75 FB=1200. M/(FB*S*DF)= .40 DEFL= -.02 AT 1.75 L/240. .17 OVER-ALL LENGTH: 3.50 RCTS AT: APPLIED LOADS (DOWN +) 408 REACTIONS (UP +): LEFT: 714.0 RIGHT: 714.0 .37 .00 3.50 UNIF LOAD #/LF ******.USE N01 DFL 6X 6 ****** A= 30.250 S= 27.729 I= 76.255 FV= 85. E=1600000. DF=1.00 CRIT SHEAR 527. AT .46 1.5*V/(A*FV*DF) _ SPAN MAX MOM = 625. FT.LBS AT 1.75 FB=1200. M/(FB*S*DF)= .23 DEFL= -.01 AT 1.75 L/240.= .17 .31 B 23 RIDGE OVER-ALL LENGTH: 22.00 RCTS AT: .00 22.00 APPLIED LOADS (DOWN +) 507 UNIF LOAD #/LF REACTIONS (UP +): LEFT: 5577.0 RIGHT: 5577.0 ****** USE 24F GLM 5.125X 18.0 ****** A= 92.250 S= 276.750 I= 2490.750 FV=165. E=1800000. DF=1.00 CRIT SHEAR 4817. AT 1.50 1.5*V/(A*FV*DF) SPAN MAX MOM = 30674. FT.LBS AT 11.00 FB=2294. M/(FB*S*DF)= .58 DEFL= -.60 AT 11.00 L/360. .73 B 23 RIDGE CAMBER OVER-ALL LENGTH: 22.00 RCTS AT: .00 22.00 APPLIED LOADS (DOWN +) 299 UNIF LOAD #/LF REACTIONS (UP +): LEFT: 3289.0 RIGHT: 3289.0 ****** USE 24F GLM 5.125X 18.0 ****** G =3/+Il A= 92.250 S= 276.750 I= 2490.75.0 FV=165. E=1800000. DF=1.00 CRIT SHEAR = 2841. AT 20.50 1.5*V/(A*FV*DF) _ .28 SPAN MAX MOM = 18090. FT.LBS AT 11.00 FB=2294. M/(FB*S*DF)= .34 DEFL= -.35 AT 11.00 L/360.= .73 G' � •� (�n�-� = 1.5 �.3G�') = cam, �3� B 24 OVER-ALL LENGTH,: 24.50 RCTS AT: .00 24.50 APPLIED LOADS (DOWN +) 10029 AT 12.25 CONC LOAD # REACTIONS (UP +); LEFT: 5014.5 RIGHT: 5014.5 ****** USE 24F GLM 6.750X 19.5 ****** A=131.625 S= 427.781 I= 4170.867 FV=165. E=1800000. DF=1.00 CRIT SHEAR = 5015. AT 1.63 1.5*V/(A*FV*DF) _ .35 SPAN MAX MOM = 61428. FT.LBS AT 12.25 FB=2274. M/(FB*S*DF)= .76 DEFL= -.71 AT 12.25 L/360.= -.82 B 24 CAMBER OVER-ALL LENGTH: 24.50 RCTS AT: .00 24.50 APPLIED LOADS (DOWN +) 5015 AT 12.25 CONC LOAD # REACTIONS (UP +): LEFT: 2507.5 RIGHT: 2507.5 ****** USE 24F GLM 6.750X 19.5 A=131.625 S= 427.781 I= 4170.867 FV=165. E=1800000. DF=1.00 CRIT SHEAR = 2508. AT 1.63 1.5*V/(A*FV*DF) .17 SPAN MAX MOM = 30717. FT.LBS AT 12.25 FB=2274. M/(FB*S*DF)= .38 DEFL= -.35 AT 12.25 L/360.= .82 'Ne.33446 $ Exp, 6.39.94 �� 0F t:�� B 25 OVER-ALL LENGTH: 20.50 RCTS AT: .00 20.50 APPLIED LOADS (DOWN +) 410 UNIF LOAD #/LF 5015 AT 11 CONC LOAD # REACTIONS (UP +): LEFT: 6526.5 RIGHT: 6893.5 ***** USE 24F GLM 6.750X 16.5 ****** A=111.375 S= 306.281 I= 2526.820 FV=165. E=1800000. DF=1.00 CRIT SHEAR = 6330. AT 19.13 1.5*V/(A*FV*DF) _ .52 SPAN MAX MOM = 46987. FT.LBS AT 11.00 FB=2317. M/(FB*S*DF)= .79 DEFL= -.70 AT 10.42 L/360.= .'68 G - I" B 25 CAMBER OVER-ALL LENGTH: 20.50 RCTS AT: .00 20.50 APPLIED LOADS (DOWN +) 242 UNIF LOAD #/LF 2958 AT 11 CONC LOAD # REACTIONS (UP +): LEFT: 3851.3 RIGHT: 4067.7 ****** USE',124F GLM ****** A=272.250 S= 748'.688 I= 6176.672 FV=165. E=1800000. DF=1.00 CRIT SHEAR = 3736. AT 19.13 1.5*V/(A*FV*DF) SPAN MAX MOM = 27723. FT.LBS AT 11.00 FB=2317. M/(FB*S*DF)= .19 DEFL= -.17 AT 10.42 L/360.= .68 I .12 % OVER-ALL LENGTH: 9.50 RCTS AT: .00 9.50 APPLIED LOADS (DOWN +) 410 UNIF LOAD #/LF REACTIONS (UP +): LEFT: 1947.5 RIGHT: 1947.5 ****** USE 24F GLM 5.125X 7.5 ***** A= 38.438 S= 48.047 I= 180.176 FV=165. E=1800000. DF=1.00 CRIT SHEAR = 1692. AT 8.88 1.5*V/(A*FV*DF) _ .40 SPAN MAX MOM = 4625. FT.LBS AT 4.75 FB=2400. M/(FB*S*DF) .48 DEFL= -.23 AT 4.75 L/360.= .32 B 26 CAMBER OVER-ALL LENGTH: 9.50 RCTS AT: .00 9.50 APPLIED LOADS (DOWN +) 242 UNIF LOAD #/LF REACTIONS (UP +): LEFT: 1149.5 RIGHT: 1149.5 ****** USE 24F GLM 5.125X 7.5 ****** A= 38.438 S= 48.047 I= 180.176 FV=165. E=1800000. DF=1.00 CRIT SHEAR = 999. AT 8.88 1.5*V/(A*FV*DF) _ .24 SPAN MAX MOM = 2730. FT.LBS AT` 4.75 FB=2400. M/(FB*S*DF)= .28 DEFL= -.14 AT 4.75 L/360.= .32 VNo. 33446 rT OF C B 27 OVER-ALL LENGTH: 8.50 RCTS AT: .00 8.50 APPLIED LOADS (DOWN +) 410 UNIF LOAD #/LF REACTIONS (UP +): LEFT: 1742.5 RIGHT: 1742.5 ****** USE NO1 DFL 6X 8 ****** A= 41.250 S= 51.563 I= 193.359 FV= 85. E=1600000. DF=1.00 CRIT SHEAR = 1487. AT 7.88 1.5*V/(A*FV*DF) = .64'. SPAN MAX MOM = 3703. FT.LBS AT 4.25 FB=1350. M/(FB*S*DF)= .64 DEFL= -.16 AT 4.25 L/240.= .43 OVER-ALL LENGTH: 21.00 RCTS AT: ,00 21.00 APPLIED LOADS (DOWN +) 410 i UNIF LOAD #/LF REACTIONS (UP +): LEFT: 4305.0 RIGHT: 4305.0 ****** USE 24F GLM 5.125X 15.0 ****** A= 76.875 S= 192.188 I= 1441.406 FV=165. E=1800000. DF=1.00 CRIT SHEAR = 3793. AT 19.75 1.5*V/(A*FV*DF) _ .45 SPAN MAX MOM = 22601. FT.LBS AT 10.50 FB=2341. M/(FB*S*DF)= .60 DEFL= -.69 AT 10.50 L/360.= .70 ESS10\O 33446 La c Ezp.6.30-94 )*, OF B 28 CAMBER OVER-ALL LENGTH:' 21.00 RCTS AT: .00 21.00 APPLIED LOADS (DOWN.+) 242 UNIF LOAD #/LF REACTIONS (UP +): LEFT: 2541.0 RIGHT: 2541.0 *** USE 1 GLM 5.125X 15.0 ****** G='��ir-'' A= 76.875 S= 192.188 I= 1441.406 FV=165. E=1800000. DF=1.00 CRIT SHEAR = 2239. AT 19.75 1.5*V/(A*FV*DF) _ .26 SPAN MAX MOM = 13340.- FT.LBS AT 10.50 FB=2341. M/(FB*S*DF)= .36 DEFL= -.41 AT 10.50 L/360.= .70 OVER-ALL LENGTH: 5.00 RCTS AT: .00 5.00 APPLIED LOADS (DOWN +) 293 UNIF LOAD #/LF REACTIONS (UP +): LEFT: 732.5 RIGHT: 732.5 ****** USE NO]. DFL 6X 6 ****** A= 30.250 S= 27.729 I= 76.255 FV= 85. E=1600000. DF=1.00 CRIT SHEAR = 598. AT 4.54 1.5*V/(A*FV*DF) _ .35 SPAN MAX MOM = 916. FT.LBS AT 2.50 FB=1200. M/(FB*S*DF)= .33 DEFL= -.03 AT 2.50 L/240.= .25 B 30 REVISED OVER-ALL LENGTH: 25.00 RCTS AT: .00 25.00 APPLIED LOADS (DOWN +) 390 UNIF LOAD #/LF REACTIONS (UP +): LEFT: 4875.0 RIGHT: 4875.0 ****** USE 24F GLM 5.125X 16.5 A= 84.563 S= 232.547 I= 1918.512 FV=165. E=1800000. DF=1.00 CRIT SHEAR = 4339. AT 1..38 1.5*V/(A*FV*DF) _ .47 SPAN MAX MOM = 30469. FT. L B S AT 12.50 FB=2317. M/(FB*S*DF)- .68 DEFL -.99 AT 12.50 L/240.= 1.25 B 30 CAMBER (REVISED) OVER-ALL LENGTH: 25.00 RCTS AT: .00 25.00 APPLIED LOADS (DOWN +) 230 UNIF LOAD #/LF REACTIONS (UP +): LEFT: 2875.0 RIGHT: 2875.0 ****** USE 24F GLM 5.125X 16.5 ****** A= 84.563 S= 232.547 I= 1918.512 FV=165. E=1800000. DF=1.00 CRIT SHEAR = 2560. AT 23.63 1.5*V/(A*FV*DF).= .28 SPAN MAX MOM = 17969. FT.LBS AT 12.50 FB=2317. M/(FB*S*DF)= .40 DEFL= -.59 AT 12.50 L/240.= 1.25 o,gq" NO. 33446 S OF C R B 30 RIDGE OVER-ALL LENGTH: 18.00 RCTS AT: .00 18.00 APPLIED LOADS.(pOWN +) 390 UNIF LOAD #/LF REACTIONS (UP +): LEFT: 3510.0 RIGHT: 3510.0 ****** USE 24F GLM 5.125X 13.5 ****** G= 3/1+ 14 A= by .185 S= 155.672 I= 1050.785 FV=165. E=1800000. DF=1.00 CRIT SHEAR = 3071. AT 1.13 1.5*V/(A*FV*DF) _ SPAN MAX MOM = 15795. FT.LBS AT 9.00 FB=2369. M/(FB*S*DF)= .51 DEFL= -.49 AT 9.00 L/360.= .60 B 31 .40 OVER-ALL LENGTH:. 13.00 RCTS AT: .00 13.00 APPLIED LOADS (DOWN +) 3510 AT 6.5 CONC LOAD '# REACTIONS (UP +): LEFT: 1755.0 RIGHT: 1755.0 USE 24F GLM 5.125X 10.5 A= 53.813 S= 94.172 I= 494.402 G i12� FV=165. E=1800000. DF=1.00 CRIT SHEAR = 1755. AT .88. 1.5*V/(A*FV*DF) _ .30 SPAN MAX MOM = 11408. FT.LBS AT 6.50 FB=2400. M/(FB*S*DF)= .61 DEFL= -.31 AT 6.50 L/360.= .43 No. 33446 rn Exp, 6-30-94 *� ll JZ f OVER-ALL LENGTH,: 16.00 RCTS AT: .00 16.00 APPLIED LOADS (DOWN +) 429 UNIF LOAD #/LF REACTIONS (UP +): LEFT: 3432.0 RIGHT: 3432.0 ****** USE 24F GLM 5.125X 12.0 ****** A= 61.500 S= 123.000 I= 738.000 FV=165. E=1800000. DF=1.00 CRIT SHEAR = 3003. AT 1.00 1.5*V/(A*FV*DF) _ .44 SPAN MAX MOM = 13728. FT.LBS AT 8.00 FB=2400. M/(FB*S*DF)= .56 DEFL= -.48 AT 8.00 1L/360. .53 B 32 CAMBER OVER-ALL LENGTH: 16.00 RCTS AT: .00 16.00 APPLIED LOADS (DOWN +) 253 UNIF LOAD #/LF REACTIONS (UP +): LEFT: 2024.0 RIGHT: 2024.0 ****** USE 24F GLM 5.125X 12.,,0 ****** G A= 61.500 S= 123.000 I= 738.000 FV=165. E=1800000. DF=1.00 CRIT SHEAR = 1771. AT 1.00 1.5*V/(A*FV*DF) _ .26 SPAN MAX MOM = 8096. FT.LBS AT 8.00 FB=2400. M/(FB*S*DF)= .33 DEFL= -.28 AT 8.00 L/360.= .53 _ 0.424 B 33 OVER-ALL LENGTH: 6.00 RCTS AT: .00 APPLIED LOADS (DOWN +) 312 REACTIONS (UP +): LEFT: 936.0 RIGHT: 936.0 6.00 UNIF LOAD #/LF' ****** USE NO1 DFL 6X 6 ****** A= 30.250 S= 27.729 I= 76.255 FV= 85. E=1600000. DF=1.00 CRIT SHEAR = 793. AT .46 1.5*V/(A*FV*DF) = .46 SPAN MAX MOM = 1404. FT.LBS AT 3.00 FB=1200. M/(FB*S*DF)= .51 DEFL= -.07 AT 3.00 L/240.= .30 B 34 RIDGE OVER-ALL LENGTH: 21.00 RCTS AT: .00 21.00 APPLIED LOADS (DOWN +) 468 UNIF LOAD #/LF REACTIONS (UP +): .LEFT: 4914.0 RIGHT: 4914.0 ****** USE 24F GLM 5.125X 15.0 ****** A= 76.875, S= 192.188 I= 1441.406 FV=165. E=1800000. DF=1.00 CRIT SHEAR = 4329. AT 1.25 1.5*V/(A*FV*DF) _ .51 SPAN MAX MOM = 25799. FT.LBS AT 10.50 FB=2341. M/(FB*S*DF)= .69 DEFL= -.79 AT 10.50 L/240.= 1.05 �J B 34 RIDGE CAMBER OVER-ALL LENGTH: 21.00 RCTS AT: .00 21.00 APPLIED LOADS (DOWN +) 276 UNIF LOAD #/LF REACTIONS (UP +): LEFT: 2898.0 RIGHT: 2898.0 ****** USE 24F GLM 5.125X 15.0 ****** G =3/�U A= 76.875 S= 192.188 I= 1441.406 FV=165., E=1800000. DF=1.00 CRIT SHEAR = 2553. AT 1.25 1.5*V/(A*FV*DF) _ .30 SPAN MAX MOM = 15215. FT.LBS AT 10.50 FB=2341. M/(FB*S*DF)= .41 DEFL= -.47 AT 10.50 L/240.= 1.05 G=I.15C-41")= x_711 B 35 OVER-ALL LENGTH: 20.00 RCTS AT: .00 20.00 APPLIED LOADS (DOWN +) 414 UNIF LOAD #/LF REACTIONS (UP +); LEFT: 4140.0 RIGHT: 4140.0 ****** USE 24F GLM 5.125X 13.5 ****** A= 69.188 S= 155.672 I= 1050.785 FV=165. E=1800000. DF=1.00 CRIT SHEAR = 3674. AT 1.13 1.5*V/(A*FV*DF) = .48 SPAN MAX MOM = 20700. FT.LBS AT 10.00 FB=2369. M/(FB*S*DF)= .67 DEFL -.79 AT 10.00 L/240.= 1.00 Wd 33446 ) ",, Exp, 6.30.64 B 35 CAMBER OVER-ALL LENGTH: 20.00 RCTS AT: .00 20.00 APPLIED LOADS (DOWN +) 198 UNIF LOAD #/LF REACTIONS (UP +): LEFT: 1980.0 RIGHT: 1980.0 ****** USE 24F GLM 5.125X 13.5 A= 69.188 S= 155.672 I= 1050.785 FV=165. E=1800000. DF=1.00 CRIT SHEAR = 1757. AT 1.13 1.5*V/(A*FV*DF) _ SPAN MAX MOM = 9900. FT.LBS AT 10.00 FB=2369. M/(FB*S*DF)= .32 DEFL= -.,38 AT 10.00 L/240.= 1.00 3c1�. OVER-ALL LENGTH: 18.50 RCTS AT: .00 18.50 APPLIED LOADS (DOWN +) 4914 AT 9.25 CONC LOAD # REACTIONS (UP +): LEFT: 2457.0 RIGHT: 2457.0 ****** USE 24F GLM 5.125X 12.0 ****** A= 61.500 S= 123.000 I= 738.000 FV=165. E=1800000. DF=1.00 CRIT SHEAR 2457. AT 1.00 1.5*V/(A*FV*DF) _ SPAN MAX MOM = 22727. FT.LBS AT 9.25 FB=2400. M/(FB*S*DF)= .92 DEFL= -.84 AT 9.25 L/240.= .93 .23. .36 •r til B 36 CAMBER OVER-ALL LENGTH: 18.50 RCTS AT: .00 18.50 APPLIED LOADS (DOWN +) 2898 AT 9.25 CONC LOAD # REACTIONS (UP +): LEFT: 1449.0 RIGHT: 1449.0 ****** USE 24F GLM 5.125X 12.0 ***** G'3/4 A= 61.500 S= 123.000 I= 738.000 FV=165. E=1800000. DF=1.00 CRIT SHEAR = 1449. AT 1.00 1.5*V/(A*FV*DF) _ .21. SPAN MAX MOM = 13403. FT.LBS AT 9.25 FB=2400. M/(FB*S*DF)= .54 DEFL= -.50 AT 9.25 L/240.= .;93 C- 1 p.715 B 37 OVER-ALL LENGTH: 7.00 RCTS AT: .00 7.00 APPLIED LOADS (DOWN +) .7722 AT 3.5 CONC LOAD # REACTIONS (UP +): LEFT: 3861.0 RIGHT: 3861.0 ****** USE 24F GLM 5.125X 9.0 ''/g I2,''�1� A= 46.125 S= 69.188 I= 311.344 FV=165. E=1800000., DF=1.00 .0 CRIT SHEAR = 3861. AT .75 1.5*V/(A*FV*DF) _ .76 SPAN MAX MOM = 13514. FT.LBS AT 3.50 FB=2400. M/(FB*S*DF)= .98 DEFL= -.17 AT 3.50 L/240.= .35 rl R1o.33446 Ettp, 6.30 4 SPF ®: C�d�% �4 B 37 CAMBER OVER-ALL LENGTH: 7.00 RCTS AT: .00 7.00 APPLIED LOADS (DOWN +) 4554 AT 3.5 CONC LOAD # REACTIONS (UP +): LEFT: 2277.0 RIGHT: 2277.0 ****** USE 24F GLM 5.125X 9.0 ****** A= 46.125 S= 69.188 I= 311.344 FV=165. E=1800000. DF=1.00 CRIT SHEAR = 2277. AT .75 1.5*V/(A*FV*DF) _ .45, SPAN MAX MOM = 7970. FT.LBS AT 3.50 FB=2400. M/(FB*S*DF)= .58 DEFL= -.10 AT 3.50 L/240'.= .35 B 38 OVER-ALL LENGTH: 5.50 RCTS AT: .00 5.50 APPLIED LOADS (DOWN +) 78 UNIF LOAD #/LF REACTIONS (UP +): LEFT: 214.5 RIGHT: 214.5 ****** USE N01 DFL 6X 6 *e***** CaX 8 A= 30.250 S= 27.729 I= 76.255 FV= 85. E=1600000. DF=1.00 CRIT SHEAR = 179. AT .46 1.5*V/(A*FV*DF) _ .10 SPAN MAX MOM = 295. FT.LBS AT 2.75 FB=1200. M/(FB*S*DF)= .11 DEFL= -.01 AT 2.75 L/240.= .28 B 39 (REVISED) OVER-ALL LENGTH: 37.00 ROTS AT: .00 .37.00 APPLIED LOADS (DOWN +) 215 UNIF LOAD #/LF 1143 AT 6.5 CONC LOAD # 1143 AT 29.5 CONC LOAD # REACTIONS (UP +): LEFT: 5151.4 RIGHT: 5089.6 ****** USE 24F GLM 6.750X 19.5 *** A=131.625 S= 427.781 I= 41.70.867 FV=165. E=1800000. D.F'=1.00 CRIT SHEAR = 4802. AT 1.63 1.5*V/(A*FV*DF) _ .33 SPAN MAX MOM = 44795. FT.LBS AT .18.65 FB=2274. M/(E'B*S*DF)= .55 i DEFT..,= -1 .51 AT 18.50 .1.,/240. - 1 .85 B 39 CAMBER OVER-ALL LENGTH: 37.00 ROTS AT: .00 37.00 APPLIED LOADS (DOWN +) 127 UNIF LOAD #/LF 1143 AT 6.5 CONC LOAD # 1143 AT 29.5 CONC LOAD # REACTIONS (UP +): LEFT: 3523.4 RIG HT: ,;'161 .6 ****** USE 24F GL�l 6.75OX 19.5 A=131.625 S= 427.781 I= 41.70.867 FV=165. E=1800000. DF=1..00 CRIT SHEAR = 3317. AT 1 . 6:3 1.. 5*\// (A*FV*DF ) _ SPAN MAX MOM = 29738. FT. L,BS AT 18.75 FB=2274. M/(FB*S*DF)= 37 DEFL=-1.01 AT 18.50 L/240.= 1.85 C :_0.00).x= 1.5" .23 Exp, 0 , Zvi B 40 OVER-ALL LENGTH: 7.50 RCTS AT: .00 7.50 APPLIED LOADS (DOWN +) 8780 AT 1 CONC LOAD # 8780 AT 6 CONC LOAD # REACTIONS (UP +): LEFT: 9365.3 RIGHT: 8194.7 ***** USE 24F GLM 6.750X 13.5 ****** A= 91.125 S= 205.031 I= 1383.961 FV=165. E=1800000. DF=1.00 CRIT SHEAR = 8195. AT 6.38 1.5*V/(A*FV*DF) _ .82 SPAN MAX MOM = 12292. FT.LBS AT 6.00 FB=2369. M/(FB*S*DF)= .30 DEFL= -.05 AT 3.83 L/240.= .38. B 41 OVER-ALL LENGTH: 11.50 RCTS AT: .00 11.50 APPLIED LOADS (DOWN +) 429 UNIF LOAD #/LF REACTIONS (UP +): LEFT: 2466.8 RIGHT: 2466.8 ****** USE 24F GLM 5.125X 7.5 A= 38.438 S= 48.047 I= 180.176 G= STb FV=165. E=1800000.•, DF=1.00 CRIT SHEAR = 2199. AT - .63 1.5*JV/(A*FV*DF) _ .52 SPAN MAX MOM 7092. FT.LBS AT 5.75 FB=2400. M/(FB*S*DF)= .74 DEFL= -.52 AT 5.75 L/240.= .57 SSI A0.33446 Up. 6.30.94 a B 41 CAMBER OVER-ALL LENGTH: 11.50 RCTS AT: .00 11.50 APPLIED LOADS (DOWN +) 253 UNIF LOAD #/LF REACTIONS (UP +): LEFT: 1454.8 RIGHT: 1454.8 ***** USE 24F GLM 5.125X 7.5 ***** A= 38.438 S= 48.047 I= 180.176 FV=165. E=1800000. DF=1.00 CRIT SHEAR = 1297. AT .63 1.5*V/(A*FV*DF) _ .31 SPAN MAX MOM = 4182. FT.LBS AT 5.75 FB=2400. M/(FB*S*DF)= .44 DEFL= -.31 AT 5.75 L/240.= .57 B 42 OVER-ALL LENGTH: 13.00 RCTS AT: .00 13.00 APPLIED LOADS (DOWN +) 312 UNIF LOAD #/LF REACTIONS (UP +) LEFT: 2028.0 RIGHT: 2028.0 ****** USE N01 DFL 6X10 ****** ca1_12 A= 52.250 S= 82.729 I= 392.964 FV= 85. E=1600000. DF=1.00 CRIT SHEAR = 1781. AT .79 1.5*V/(A*FV*DF) .60 SPAN MAX MOM = 6591. FT.LBS AT 6.50 FB=1350. M/(FB*S*D.F)= .71 DEFL= -.32 AT 6.50 L/240.= .65 B 43 OVER-ALL LENGTI+: 10.00 RCTS AT: .00 10.00 APPLIED LOADS (DOWN +) 0 AT 0 195 AT 10 P'TL LOAD #/LF REACTIONS (UP +): LEFT: 325.0 RIGHT: 650.0 ****** USE N01 DFL 6X 6.****** OX8 A= 30.250 S= 27.729 I= 76.255 FV= 85. E=1600000. DF=1.00 CRIT SHEAR = 563. AT 9.54 1.5*V/(A*FV*DF) = .33 SPAN MAX MOM = 1251. FT.LBS AT 5.78 FB=1200. M/(FB*S*DF)= .45 DEFL= -.18 AT 5.17 L/240. .50 B 44 OVER-ALL LENGTH: 10.00 RCTS AT: .00 10.00 APPLIED LOADS (DOWN +) 0 AT 0 195 AT 10 P'TL LOAD #/LF REACTIONS (UP +): LEFT: 325.0 RIGHT: 650.0 ****** USE NO1 DFL 6X 6 A= 30.250 S= 27.729 I= 76.255 FV= 85. E=1600000. DF=1.00 CRIT SHEAR = 563. AT 9.54 1.5*V/(A*FV*DF) _ .33' SPAN MAX MOM = 1251. FT.LBS AT 5.78 FB=1200. M/(FB*S*DF)= .45. DEFL= -.18 AT 5.17 L/240. .50 SSI R 0 B` 2 RI )2 0 I: IIW OVER-ALL LENGTH: 5 50 RCTS AT: .00 5.50 APPLIED LOADS (DOWN ) 488 UNIF LOAD #/LF REACTIONS (UP +): LEFT: 1342.0 IGHT: 1342.0 *** USE N01 DFL 6X 6 **** A= 30.250 S= 27 729 I= 76.255 FV= 85. E=160000 DF=1.00 CRIT SHEAR = 1119 AT 5.04 1.5*V/(A*FV*DF) .65 SPAN MAX MOM = 1845. FT.LBS AT 2.75 FB=1200. M/(F *S*DF) .•67 DEFL -.08 AT .75 L/240.= .28 B 46 OVER-ALL LENGTH: 24.00 RCTS AT: .00 24.00 APPLIED LOADS (DOWN ) 1648 AT 11.5 CONC LOAD # 390 UNIF LOAD #/LF REACTIONS (UP +): LEFT: 5538.3 GHT: 5469.7 ****** USE 4F GLM 5.125X 16.5 ****** A= 84.563 S=-232.5 47 I= 1918.512 FV=165. E=180000. DF=1.00 CRIT SHEAR = 5002. AT 1.38 1.5*V/(A*FV*DF) _ .54 SPAN MAX MOM = 37902. FT.LBS AT 11.50 FB=2317. M/(FB* S*DF)= .84 DEFL=-1.08 AT 12.00 L/240.= 1.20 ' Y a B 46 CAMBER OVER-ALL LENGTH: 24.00 RCTS AT: .00 24.00 APPLIED LOADS (DOWN +) 972 AT 11.5 CONC LOAD # 230 1UNIF LOAD #/LF REACTIONS (UP +): LEFT: 3266.3 RIGHT: 3225.8 ***.***.USE 24F GLM 5.125X 16.5 A='84.563 S= 232.547 I= 1918.512 FV=165. E=1800000. DF=1.00 CRIT SHEAR = 2950. AT 1.38 1.5*V/(A*FV*DF) _ .32 - SPAN MAX MOM = 22353. FT.LBS AT 11.50 FB=2317. M/(FB*S*DF)= .50 DEFL= -.64 AT 12.00 L/240.= 1.20 G = 1. C. &44) OVER-ALL LENGTH: 5.50 RCTS AT: .00 5.50 APPLIED LOADS (DOWN +) 234 UNIF LOAD #/LF 3426 AT 2.75 CONC LOAD # REACTIONS (UP +): LEFT: 2356.5 RIGHT: 2356.5 ****** USE N01 DFL 6X 8,.****** CDX12 A= 41.250 S= 51.563 I= 193.359 FV= 85. E=1600000. DF=1.00 CRIT SHEAR = 2210. AT .63 1.5*V/(A*FV*DF) _ .95 SPAN MAX MOM = 5596. FT.LBS AT 2.75 FB=1350. M/(FB*S*DF)= .96 DEFL= -.08 AT 2.75 L/240.= .28 OVER-ALL LENGTH: 7.00 RCTS AT: .00 7.00 APPLIED LOADS (DOWN +) 390 AT 0 0 AT 7 P'TL LOAD #/LF REACTIONS (UP +): LEFT: 910.0 RIGHT: 455.0 ****** USE NO1 DFL 6X 6 ****** A= 30.250 S= 27.729 I= 76.255 FV= 85. E=1600000. DF=1.00 CRIT SHEAR = 737. AT .46 1.5*V/(A*FV*D,F) _ ..43 SPAN MAX MOM = 1226. FT.LBS AT 2.96 FB=1200. M/(FB*S*DF)= .44 DEFL= --.09 AT 3.33 L/240.= .35 B 49 RIDGE i 7 OVER-ALL LENGTH: 16.00 RCTS AT: .00 16.00 APPLIED LOADS (DOWN+) 390 UNIF LOAD #/LF REACTIONS (UP +): LEFT: 3120.0 RIGHT: 3120.0 ****** USE 24F GLM 5.125X 10.5 A= 53.813 S= 94.172 I= 494.402 FV=165. E=1800000. DF=1.00 CRIT SHEAR = 2779. AT .88 1.5*V/(A*FV*DF) _ .47 SPAN MAX MOM = 12480. FT.LBS AT 8.00 FB=2400. M/(FB*S*DF)= .66 DEFL= -.65 AT 8.00 L/240.= .80 B 49 RIDGE CAMBER OVER-ALL LENGTH.: 16.00 RCTS AT: r .00 16.00 APPLIED LOADS (DOWN +) 230 UNIF LOAD #/LF REACTIONS (UP +): LEFT: 1840.0 RIGHT: 1840.0 ****** USE 24F GLM 5.125X 10.5 ****** A= 53.813 S= 94.172 I= 494.402 FV=165. E=1800000. DF=1.00 CRIT SHEAR = 1639. AT 15.13 1.5*V/(A*FV*DF) _ .28 SPAN MAX MOM = 7360. FT.LBS AT 8.00 FB=2400. M/(FB*S*DF)= .39 DEFL= -•.38 AT 8.00 L/240.= .80 mW OVER-ALL LENGTH: 13.00 RCTS AT: .00 13.00 APPLIED LOADS (DOWN +) 3120 AT 6.5 CONC LOAD # REACTIONS (UP +): LEFT: 1560.0 RIGHT: 1560.0 ****** USE 24F GLM 5.125X 9.0 A= 46.125 S= 69.188 I_. 311.344 FV=165. E=1800000. DF=1.00 CRIT SHEAR = 1560. AT .75 1.5*V/(A*FV*DF) _ .31 SPAN MAX MOM = 10140. FT.LBS AT 6.50 FB=2400. M/(FB*S*DF)= .73 DEFL= -.44 AT 6.50 L/240.= .65 B 50 CAMBER OVER-ALL LENGTH: 13.00 RCTS AT: .00 13.00 APPLIED LOADS (DOWN +) - 1840 AT 6.5 CONC LOAD # REACTIONS (UP +): LEFT: 920.0 RIGHT: 920.0 *** USE 24F GLM 5.125X 9.0 **** A= 46.125 S= 69.188 I= 311.344 FV=165. E=1800000. DF=1.00 CRIT SHEAR = 920. AT .75 1.5*V/(A*FV*DF) _ _.18 SPAN MAX MOM = 5980. FT.LBS AT 6.50 FB=2400. M/(FB*S*DF)= .43 DEFL= -.26\. AT 6.50 L/240.'= .65 B 51 OVER-ALL LENGTH: 7.00 RCTS AT: .00 7.00 APPLIED LOADS (DOWN +) 527 UNIF LOAD #/LF REACTIONS (UP +): LEFT: 1844.5 RIGHT: 1844.5 ****** USE N01 DFL 6X 8 ****** A= 41.250 S= 51.563 I= 193.359 FV= 85. E=1600000. DF=1.00 CRIT SHEAR = 1515. AT 6.38 1.5*V/(A*FV*DF) _ .65 SPAN MAX MOM = 3228. FT.LBS AT 3.50 FB=1350. M/(FB*S*DF)= .56 DEFL= -.09 AT 3.50 L/240.= .35 w B 52 (REVISED) OVER-ALI, Ll-:NOIU: 9.00 kCT8 AT: .00 9.00 APPLTED LOADS (D0NN +) 254 UNlF 1.,0AD #/L F � REACTIONS (UP +>� ' LEFT: 1.143.0 RIGH?: I143.0 ****** USE N01 D.FL GX 6 A= 30.250 S= 27.728 I= 76.255 FV= 85. E' =]6U00O0. D1"' =l.O0 CRIT 3nOAR 1.027. AT 1..5*V/(i\*F,V*DF) .GO SPAN MAX MOM 2572. �T.L8S AT 4.50 P8=l2A0. M/(FB*S*DP.03 DGF'L= -.J] AT 4.50 1./140.� .16 CAMBEROVER-A LENG'rH: 20.50 RCTS AT: .00 20.50173 UNIF LOAD #/LF --'- AT '-25 CONC LOAD # . ----: 3210.8 -_ - 32.10.8- 84.561" S= 232 47 I= 91.8.512 FV=165. E=1800 . DF=l.00 AT ]9.|J .32 SPAN M, MOM 238%2. LBS AT 1 FB 3 M/(F8*S*D�)= .5� DEFL= .46 A'f 10.25 L/240.= 1.02 ' ssl 'Aio.Q3448 OF c B 53 (REVISED) OVER-ALL .LENGTH: 7.00 RCTS AT: APPLIED LOADS (DOWN +) 234 REACTIONS (UP'+); LEFT: 819.0 RIGHT: 819.0 +7 00 7.00 UNIF LOAD #/LF ****** USE NO1 DFL 6X 6 ****** A= 30.250 S= 27.729 1:= 76.255 F'V= 85. E=1600000. DF=1.00 CRIT SHEAR = 712. AT .46 1.5*V/(A*FV*DF) _ .42 SPAN MAX MOM = 1 1 :3 3 . T T . LBS AT 3.50 FB=1.200. M/ (FB*S*DF) = 52 DEFL= -.10 AT 3.50 :.,/240.= .35 B 54 OVER-ALL LENGTH: 24.00 ROTS AT: .00 24.00 APPLIED LOADS (DOWN +) 195 UNIF LOAD #/LF REACTIONS (UP +): LEFT: 2340.0 RIGHT: 2340.0 ****** USE 24F GLM 5.125X 12.0 ****** A= 61.500 S= 123.000 1:= 738.000 FV=165. E=.1800000. DF=1.00 CRIT SHEAR = 21.45. AT 1.00 1.5*V/(A*FV*DF) _ .32 SPAN MAX MOM = 14040. FT'.LBS AT 12.00 F'B=2400. M/ (FB*S*DF)= .57 DEFL=-1.10 AT 12.00 L/240.= 1.20 No. 33446 E0, \F OF chi B 54 CAMBER OVER-ALL LENGTH,: 24.00 RCTS AT: .00 24-.00 APPLIED LOADS (DOWN +) 115 UNIF LOAD #/LF REACTIONS (UP +): LEFT: 1380.0 RIGHT: 1380.0 ****** USE 24F GLM 5.125X 12.0 A= 61.500 S= 123.000 I= 738.000 FV=165. E=1800000. DF=1.00 CRIT SHEAR = 1265. AT 1.00 1.5*V/(A*FV*DF) _ .1.9 SPAN MAX MOM = 8280. FT.LBS AT 12.00 FB=2400. M/(FB*S*DF)= .34 DEFL= -.65 AT 12.00 L/240.= 1.20 G 15 C,CoS"�1 0.9754 the flying buttressSHEET 72=757 Fred Waring Drive, N5 gy OP-10 DATEX91 W.O. NO. .°t I - .I % f.. . -.Palm Desert, CA 92260 CKD DATE JOB 5q (619)'346-5445 -_:--- PREPAREDTOR: p.. r?ri„ rrr�: z PZ .5400.. 24��' �� P,r-�o . 2-'��(-'S : "._� ��.._. _,.u1.•, _ .. __ 4' _ 84 CO. X (p -- 4 �o �� pgvp, f .00 Q :�� .I Z Lra-O -- -- :-.. CO.. X <P ... 3Co.°.. SQ . . PD✓�D `�- -'��-`s_:. F.,.w; . f .. �� . �.i ; i ESSIQ�� _. moo@ P0coi E $ fi 0. 33446 fop, -39.94 _ &r 4 OF C/ the flying buttress BY r7 R�' a a DATE ` .i W.O. NO. `� I � 17, �w = SHEET 72-757'Fred .Waring Drive, #5' .__Palm:Desert, CA 92260 ..,_ CKD DATE JOB _._ (619)'346-5445 , PREPARECITOR: ►.A'f�� . � a�'1,`�CS is IO 33� ,c 3 ►' . -s oF- � .31.x.) � �� .� .P•sw x ��K_O., t.3.7..5_=_12.3_.P.t-F . ROOF- 0 Oto 2 l ft- Y, .10) {- 5' = 210 PUP G^oVelRNS (2 18 PsFa-.13Q_ 19up ._ W= Zl!q PLF c;,ovtiRt�� 10 P .w = Z 3 .. 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Palm Desert, CA 92260 (619) 346-5445 CKD _DATE ._ JOB S, P. _ ar POPo o �K$ l �y 0336 Exp, 6-311-94 / 0 J J F - _ n 0 i <1 <Q - as N +NS) dJ a W CiJ VN kDd- Q cfi d- 1 f 0 dJ _ — K d c s Ar rJ ,0 � t•� N � � s -- a _ NIN V1, f4 the flying buttress 72-757 red Waring Drive, U5 BY uy-� DATE aJ q -l— W.O. NO. q I -17 f !� SHEET Palm Desert, CA 92260 CKD ._.__--...DATE .._._._._ JOB S. P. 5� (619) 346-5445 Jl N O 343 M d J � � Q � Q co O V4 4Z QO �4� C(\ ¢Es R. io 0g 3 -- -- i. Eq. 6. 0.9 r" 40 rJ JIj OF ��'� the Flying buttress 72-757 Fred Waring Drive, IIS Palm Desert, CA 92260 (619) 346-5445 /SHEET BY -DATE _`�-1�__. CKD _____.DATE W.O. NO. _ I r 17 JOB 0V E.R Ty 2►J 1 tJ G, L J PREPARED''FOR: r 0,/ X12 -rlJ !Z- N I NG-, O h . P. FoR�.>✓ PL . 14T. I, alv r � Nou�oow� ");5 15�G to 12.5 1 z6o 0 N Pte4-OZ2_ �4-S 2730 l-o� 7 3�oO u cp1-1 lDlb L0 019 1c1-70 to 10111 loa3Io 4 Z10 Lb � uP0� F 12 +41.o -7 13 2 l <F2I o I �.. l Z g S Flo. 33446 1 I S 4 7 i d ► 7. Z'� _7o I X117 Z o"1 U� 1 � 8 259 5 WL' 2364 20 2331 t� 15 • 150.4- ZY14 140 { 'L4 4� gg la I a 2l0l0o H'pp�{3'IDZL zs 31 so io �.S S Ido a4"` 28 1134. Ito 13.E u C�o4 10 C0-7ZO 7,0+` 6 4eI 14 10 15 3 Z 7�0 (-tPin9ro Z z -t�3Z,53 81 to 35 2o1fo to q. <.: 504o H17 A4�cG 3(v 3� Zo I to I o 3 Co' ZO N"070+`i`'`E' 340 N��►a,�Z L 3q ZZ to 17 I� ti 41 4-Z l � 97 43 � 48 4q 1-7 10 (G 2 q 5 l� Pond-D ZL 5v....... 5152,53 1ore7 I0 Go _.-.................... 1779 the flying buttress 72-757 Fred Waring Drive, 115 Palm Desert, CA 92260 (619) 346-5445 BY - DR>° DATE ._. -- _ ... CKD ___DATE W.O. NO. of JOB oV e4Z'(V 6Z0 10 6w SHEET �.� PREPARED FOR: 0�E,,12'(tJ P_N I NCS _—. . P. x H_?44�z Z_ 0 of of , LI f}ot�nowa S5 37g 10 3 0 ►h�D-N�JZZ� 57 23B fa 3 - _. coo 3 o Z f v. f 3 2 -co i -7 "-Z Z 60 1 (o I .' 7 ►� i; s�? Pp 4 A. 0.33446 � 1101 - OF C�\\ OF the flying buttress SHEET -72-757 Fred Warfing Drive, //5BY DATE ' W.O. NO. X1.1 1-7 1 Palm Desert, CA 92260 CKD —DATE JOB (019) 346-5445 PREPAREDFOR: :r- PL:-rwc) PUP I ock a 4' 4ovev. COE, Forz Po Li 5L, u C) 900F .15 k1rWr �-h 114 (__2 p I;f.w Y.) Uj/ loo( cot— �`. 0., ocl' L) OfEsslo No. 6 IV OF t