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13472 (BLCK)44 X 1504 52-105 Ave. Vallejo 7&105CA�EESTADO No. ����2 j Building � Address LA QUINTA, CALIFORNIA 92253 Owner Leonard. 14eier Mailing Address 77-029 Iroquois Cit3y Zi Tel. ndian delis, CSA 92214 345-7266 Contractor VA. VOR. Construction Address S�*Re Zip I Tel.: State Lic. I City & Classif. 639960. Lic. # —Arch:, Engr., Designer Address Tel. ". City Zip State r Lic: # ^� LICENSED CONTRACTOR'S'DECLARATION I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section ,,000) of Division"3 oftheBusiness and Professions; Code,, -and my license is in full force:and effect. OWNER-BUILDEWDECLARATION 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, alter, improve, demolish, or repair any structure,, prior to its issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law, Chapter 9. (commencing with Section 7000) of 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 subjects the applicant to a civil penafly of not more than five hundred dollars ($500). O I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Buisness and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he did not build or improve for the purpose of sale.) ❑ I, as owner of the property, am exclusively contracting with licensed contractors to con- struct the project. (Sec. 7044, Business and Professions Code: 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.) 0 1 am exempt under Sec. B. & P.C. for this reason Date Owner 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 ®� is filed with the city. ❑ Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed if the permit is for one hundred dollars ($100) valuation or less.) I certify that in the performance of thg 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, after 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. CONSTRUCTION LENDING AGENCY I 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 if 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 BUILDING: TYPE CONST. OCC. GRP. A.P. Number Legal Description Project Description 10' of 6' high block " wall ZONE: BY:- Minimum Y:_Minimum Setback Distances: Front Setback from CentePtin Rear Setback from Rear Prop. Line ff Side Street Setback from Center Line f Side Setback from Property Line FINAL DATE INSPECTOR Issued by: Date Permit Validated by: Validation: i!: Sq. Ft. 2964 No. Size Stories No. Dw. Units New ❑ Add ❑ Alter ❑ Repair ❑ Demolition ❑ Estimated Valuation $250.00 PERMIT AMOUNT Plan Chk. Dep. Plan Chk. Bal. Const. 15 1 U0 Mech. - Electrical Plumbing .S.M.I. Grading Driveway Enc. Infrastructure TOTAL REMARKS m nY 0 4 1994 U11 ZONE: BY:- Minimum Y:_Minimum Setback Distances: Front Setback from CentePtin Rear Setback from Rear Prop. Line ff Side Street Setback from Center Line f Side Setback from Property Line FINAL DATE INSPECTOR Issued by: Date Permit Validated by: Validation: i!: CONSTRUCTION ESTIMATE NO. ELECTRICAL FEES NO. PLUMBING FEEfo'.� - - 1ST FL. SQ. FT. @ $ UNITS SLAB GRADE ROUGH PLUMB. BONDING YARD SPKLR SYSTEM 2ND FL. SQ. FT. @ FORMS SEWER OR SEFTIC TANK ROUGH WIRING MOBILEHOME SVC. BAR SINK POR. Sp. FT. @ GAS (ROUGH) METER LOOP HEATING (FINAL) POWER OUTLET - ROOF DRAINS GAR. SQ. FT. @ TEMP. POLE GROUT DRAINAGE PIPING CARP. SQ. FT. @ FINAL INSP. WALL SQ. FT. @ WATER SYSTEM DRINKING FOUNTAIN. GRADING cu. yd. $ plus x$ _$ URINAL SQ FT @ FINAL INSP. FRAMING ESTIMATED CONSTRUCTION VALUATION $ WATER PIPING NOTE: Not to be used as property tax valuation FLOOR DRAIN MECHANICAL FEES WATER SOFTENER VENT SYSTEM FAN EVAP.COOL HOOD SIGN WASHER(AUTO)(DISH) APPLIANCE DRYER FIRE ZONE ROOFING GARBAGE DISPOSAL FURNACE UNIT WALL FLOOR SUSPENDED FIREPLACE LAUNDRY TRAY AIR HANDLING UNIT CFM 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 SO. FT. @ c WATER HEATER MAX. HEATER OUTPUT, B.T.U. SQ. FT. RESID @ 1+/a c SEWAGE DISPOSAL SQ.FT.GAR @ 3/ac HOUSE SEWER FINAL INSPECTION r V 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 PLUMBING ELECTRICAL HEATING & AIR COND. SOLAR SETBACK _5--i( [ �Q GROUND PLUM'31NG UNDERGROUND A.C. UNIT COLL. AREA SLAB GRADE ROUGH PLUMB. BONDING HEATING (ROUGH) STORAGE TANK FORMS SEWER OR SEFTIC TANK ROUGH WIRING DUCT WORK ROCKSTORAGE FOUND. REINF. GAS (ROUGH) METER LOOP HEATING (FINAL) OTHER APPJEQUIP. REINF. STEEL GAS (FINAL) TEMP. POLE GROUT WATER HEATER SERVICE FINAL INSP. BOND BEAM s—�LIL� WATER SYSTEM GRADING cu. yd. $ plus x$ _$ LUMBER GR. FINAL INSP. FRAMING FINAL INSP. ROOFING REMARKS: VENTILATION FIRE ZONE ROOFING FIREPLACE SPARK ARRESTOR GAR. FIREWALL LATHING MESH INSULATIONISOUND FINISH GRADING FINAL INSPECTION r V CERT. OCC. FENCE FINAL INSPECTOR'S SIGNAFURESIINITIALS GARDEN WALL FINAL 'r DESERT SANDS UNIFIED SCHOOL DISTRICT: 82- 879 Highway 111 x • ` NOTICE ' • • Indio" CA 92201 Document Cannot Be Du 1'icated „ . P , 6i9-'775-3500` t' Date 4/6/94»` ".• r V� Type of Permit l FLa Quints: No. 12759 Permit # 7-1 Owner 'Name Leonard Meier L - Log 4 No. 52105 Street Avenida Vallejo .City La Quints Zip 92253 Study Area 113 APN # Tract # Lot # 0 Square Footage 1227 ;Type of Development Single Family Residence No. of units'„ ` Comments At the present, time. 'the Desert ,Sands Unified School'District does not collect fees on t garages /carports, covered p'atios'/walkways, ons un 500 square feet, -detached accessory.structures,or replacement mobilehomes. It, has been determined - the above-narned'owner is exempt from paying school fees at this. time due to the 'r- following rfollowing reason: - rt EXEMPTION NOT APPLICABLE This certifies that school facility fees imposed pursuant to Government Code 53080 ' in the amount,of 1.65 x 1-227 or $:'2,024:55 ` have.been'paid to D.S.U.S.D. 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. k :' Fees Paid By` MVH',Construction '. Telephone.' 345=7266• Name on the check' F' By* Dolores A. Ballesteros �r Superintendent' Fee collected /exempted by Vickie j. Durrett , W ` 1 ,. Payment Received Signature ck>) No 1502 - j •t'ltiY '.. rq ' Collector: Attach a copy of county or city plan.check_application form to districE opy for all :Na�,vers.:y ' Embossed Original, Building Dept /Applicant Copy _ Applicant/Receipt Copy Q;ct Vh'ting" - • �i Sale' Escrow lnatr°"`°na FORESITE ESCROW. INC. Escrow Number .. ' DPyI i.CP wi 1 1 ;am�nn 41-995 BOARDWALK, SUITE G-2 _ Escrow Gflicer - Ma rrh 1 7, 1994 PALM DESERT, CA 92211-5110 Date (619)773.5333 , FAX (619) 773-9289 Buyer has deposited $500.00 into escrow, and buyer P aid outside of Escrow will further hand you sufficient funds to comply through Escrow with all instructions herein, prior to close of escrow � brances of Record of Record and will deliver to you any instruments which this escrow. requires shall be executed by me, all of which you are ncumbrances instructed to use Provided on or before April 18, 1994 you hold a policy of title insurance with the usual title company's exceptions, with a liability equal to the total considerationsherein covering onsideration Lot 5, Block 77 of Unit No. 10, Santa Carmelita at Vale La Quinta �i As per map recorded in book 18 pages) 70 Of maps in the office of the County Recorder Of Riverside County, Calit. (Memo: Property Address: none – vacant lot – APN ,773-222-016 showing title vested in: Leonard M. Meier and Barbara Meier, husband and wife as joint tenants. ) ' FREE FROM ENCUMBRANCES EXCEPT ONLY THE ITEMS NUMBERED BELOW: (1) General and Special taxes for the fiscal year 19-94_, 19 95 , which are not delinquent as of close Of escrow (2) The lien of supplemental lazes, if any, assessed pursuant to Chapter 498, Statutes of 1983, Of the State of California (3) Bonds/Assessments: None - - (4) Covenants, conditions, restrictions, reservations,. rights, rights of way, easements; and the EXCEPTION OR RESERVATION OF WATER, OIL, GAS, MINERALS, CARBONS, HYDROCARBONS OR KINDRED SUBSTANCES ON OR UNDER SAID LAND, now of record, if any. INSTRUCTIONS: A) Buyer will pay all cash for subject property. B) Buyer and seller will each pay their normal escrow fee. Seller to pay for owner's policy of title insurance, transfer tax and recording fees as required. Buyer to pay for recording fee I grant deed. C) Bonds or assessments -that are a lien as of the close of escrow will be paid current by seller as of the closing date; payments that are not yet due will be assumed by buyer. DJ AS A MATTER OF RECORD ONLY WITH WHICH ESCROW HOLDER IS NOT TO BE CONCERNED: 1) Buyer and seller have initialled the Liquidated Damages Provision of the "Lots and Land Purchase Contract and Receipt for Deposit" dated March 10, 1994, and have initialled Items 15 A, B, C, D, E,!'F S G of said deposit receipt. 2) Landmark Real Estate Co. is. the agent of both the buyer and the seller. All parties signing this agreement hereby acknowledge receipt of a copy of these instructions. ' Prorate taxes based on latest available lax bill,as.of close Of escrow Prorate insurance handed you as of n/a or, buyer will hand you new insurance at his option. Prorate Homeowner's Association dues as of n/a Prorate interest on loans of record as of n/a Prorate rents and adjust deposits as ofn/a 'I based on rent statements handed you. Any rents in arrears are to be disregarded in your prorations. Credit seller and debit buyer the amount of impounds, if any, as disclosed by beneficiary statements from the holders of the'loans of record. VWe agree to pay escrow fees and charges as charged. FORESITE ESCROW, INC. IS LICENSED BY THE DEPARTNIENT OF CORPORATIONS, STATE OF CALIFORNIA, LICENSE #963 1355. EACH PARTY SIGNING THESE INSTRUCTIONS HAS READ THE ADDITIONAL PqOW CONDITIONS AND INSTRUCTIONS ON THE REVERSE SIDE HEREOF AND APPROVES, ACCEPTS AND AGREES TO BF,BOUND THEREBY AS TH GH HE.AEVEP.°E SIDS HEREOF APPEARED OVER THEIR SIGNATURES. i rd M. Meier v — , a � yrrarere Barbara The foregoing terms, Provisions' , conditio and instructions, and those on the reverse side hereof are hereby approved and accepted in their entirety and concurred in by me., I will hand you necessary documents call for on my part to cause title to be shown as above, which you are authorized to deliver when you hold or have causod to be applied funds set forth above within the time as a provided. Pay your escrow charges, my recording lees, charges for evidence of title as called for whether or not this escrow is consummated, except those the buyer agreed to pay. You are hereby authorized to pay bonds, assessments, lazes, and any liens of record, including prepayment penalties,;: it any, to show title as called for. Pay Documentary transfer, tax on deed as required. - Pay commission as follows S to - Der separate instruction y to Seller's Signature _ Seller's Sidney Roberta Billing, Trustee Phone F'E 1 , ,r =D _ CD ^ 1T. J c!'1 CSD ' n i t i o =D _ =««A".C.E..S Version 5.7»"»======[ '0014.67 ]=======««A.C.HOUSTON-INDI»»-= Customer P1220 Tue Apr 12 12:55:50 199 .'Project #: MVHCONST Truss ID .: A Family # special Span 36-0 Quantity : R Top Pitch : 4./12 Seat cut -:'0-3-8 Bo pitch : 2./12y. TOP CHORD_ BOTTOM -CHORD.. WEBS -REACTIONS - SIZE 1-2=-6478 11=.12= 6181 2-20=-79. 7-15=-578` 1==1469' 2-3=-6434 '12-13.= 5945' 3-20= 270 7-14= 915' : "11=-1469, . '"3.50 ~ " 3-4=-6182 '13-14 5339..' 3-19=-261. •8-14=-428' 4=5=-5551'",'. ,14-15= 4634 4-19= 725 :8-13= 725 .5-6==4818 15-16=.3888. 4-18=-428 9=13=-261 6-7=-4818 1.6-17= 3888. 5-18-- 915 9-12= 270 , 7r8=-5551 17-18=.4634 5-17=-578 10-12=-79 8=9=-6182 18-197- 5339" 6-17= 1052. 9-10=-6434. 19-20= 5945 6-16='1329 '10-11==6478- 20-1="6181 6-15= 1052 PLATE."OFFSETS (X=LEFT,Y=TOP):Cj4=3,33,Cj6=4,23,Cj8=3,33,Cj15=4,1.53,Cj16=4,2.53,Cj17-2,1.53, .2-G 3-7=3 7-2-6 XG-9-10 1a. -O 21-7-3 28_9-10 6-0 2-0 - - '.7-:-3-.3-773-1-3 -7-3 -7-3 3-7-3 3-7-3 3-7-3 �-7- 3x4" 3x4. 5x6 5 7 5x6 3x4 4 8 3x4 1 . 5x4 3 -__ - 1.5x4 -__ TWO -3x8 2 - =_� — __— --_ _ - � 1� TSO -3x8 17 19..... 3x 3'x(tr' �4 13 '?i .20 " 3x4 3x4' 12 ' 3x4.. 3x4 3x4 3x4 0-3-8 " 13-9 14-4713 25=2-6' 32-4-13 3-7-3 7=2-6 " g-9-10 -IF-1 •0 21-7-3' 28-9-10 136-0 .3-7-3.3-.7-3 -7-3 77-3 -7 3-7-3"3-7-3 3-7'-3 3-7-3 3-7-3' . L HL ..TO-' PIC :10-11-11 INTERNAL `R ISE :2-11-7 R . HL. TO PIC :10-11-11 LEFT. HEIGHT.:O-0=15 SPAM: 36-0. . > RISE.:6-3-15 RIGHT .HEIGHT:'0-3-15 ------------------------------------------------------------------------------- LOADING (PSF). MAX STRESSES '.MINIMUM GRADE OF LUMBER L DD TOP 2-3=0.715 TOP CHORD:2*4 1650f1.5E MRL SPF TOP"'. " 16', 1"4 BOTT 11-12=0.958' BOT-CHORD:2*4 1650f.1.5E MRL SPF BOTT 0 7'. DEFL.016=0.77 < L/240 WEBS :2*4 STUD GR DF -L ------------------------------------------------------------------------------ '•STR.INC.: LUMB ='1.25. PLATE = 1.25 SPACING 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF -MEMBERS = 1 NOTE: PROVIDE,FOR 0:87 IN..HORIZONTAL DISPLACEMENT AT ONE BEARING PROVIDE 2*4 CONTINUOUS BRACING AT BOTTOM CHORD NOT EXCEEDING 10' •O:C.-'OVER DROPPED BOTTOM CHORD AREAS WHERE CEILING IS NOT APPLIED. ''PLATES ARE MITEK M20 -149,109 -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 THIS,DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. ==c«<DRAWING>>>>===_========[" 001468 Customer P1220 Tue Apr 12 12:56:07 199• Project #:.MVHCONST Truss-ID AG Family # : 120 :. Span . : 36-0 ---Quantity -1 To Pitch : 4./12 Seat cut : 0-3-8--__--_--_----_Bo--pitch : 2. 12 ________________________________________--------------t. ------------------------------ NOTES: 1.-Gable'studs spaced at 16 inches o. c. 2 -Brace vertical studs in accordance with standardggable ,end detail -3 -Continuous bearing .provided along entire bottom cFiord" 4 -Provide 1X4 plates at each end of gable.stud unless otherwise noted �2-EA 67-18-14 , .12-5-7 , 18-0 , 23'-6-9 �.. ��-1-'2 36-0 6-10-14 :5-6_9.. 5-6-9 5-6-.9. 5-6-9 6-1O-14 3 _ _ _ 2 _ _ 6 3 -- 6 316 7 B ; 9-8-2 18-0 26_3=1436-0 9-8-e 8-3-1,q 8-3-14 9-8-2 L. HL. TO. PH:18-11-l1 INTERNAL RISR:2-11-7 R. HL TO-PH :10-11-11 LEFT HEIGHT:0=3-15 SPAN:36-0 RISE:6-3-15 RICHT HEIGHT:0-3-15 ------------------------------------------------------------------------------- LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L DD TOP CHORD:2*4 -1650f1.5E MRL SPF TOP 16 14 BOT CHORD:2*4 1650f1.5E MRL SPF BOTT 0 7. DEFL.@0=0.00.< L/240 WEBS :2*4 STUD GR DF-L --------------------------------------=---------------------------------------- ------------------------------------------------------------------------------- STR.INC..: LUMB = 1.25 PLATE = 1.25 .SPACING • 24.0 in. o. c. REPETITIVE STRESSES USED .NO-.-.OF-MEMBERS = 1 PLATES'ARE MIT EK M20-149,109 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWNY PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, UBC-ICBO,TPI-91 THIS DESIGN IS FOR:TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. ==««A.C.E.S Version 5.7>>>>======[ 001466)=======<<<<A.C.HOUSTON-INDI>>»==: Customer P1220' Tue Apr 12 12:55:33 199. Project #: MVHCONST Truss ID : B Family # : special Span .::36-0. Quantity : 6 To Pitch : 4./12 Seat cut : 0-3-8 Bot pitch : 2./12 � ------------------------------------------------------------------------------- -------------------------------------------------------------------------------- TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE' 1-2=-6478' 11-12= 6181 2-20=-79 7-15=-578 1=-1469 3.50 2-3=-6434 12-13= 5945 3-20= 276 7-14= 915 11=-1469 3.50 3-4=-6182 : 13-94= 5339 3-19==261 .. 8-14=-428 4=5=-5551 .,14-15=:4634 4-19= 725 .8-13= 725 5-6=-4818 15=16=•3888 > 4-18=-428 9-13=-261 6=7=-4818 16-17= 3888 5-18= 915 9-12= 270 . 7=8=-5551 17-18=..4634..' 5-17=-578 10-12=-79 8-9=-6182 18-19= 5339 .6-17= 1052 9-10=-6434;'19-20= 5945 6-16= 1329 •10-11=-6478: 20-1= 6181 6-15= 1052 PLATE OFFSETS (X=LEFT Y=TOP):Cj4=3,33,Cj6=4,23,Cj8=3,33,Cj15=4,1.53,Cj16=4,2.53,Cj17=2,1.5], 2-0 3-7-3 7-2-6 0-9-10 18-0 21-7-3 28-9-10 6-O 2-10 3-77-3 3-7-3 3-7-3 -7-3 3-7-.3- 3-•7-3 3-7-3 9-7-3 3-7-3 3-7-3 6x8 3x4 6. 3x4 5x6 5 _ 7 5x6 3x4. 4 =_- ' _ 8 3x4 1 �x4 3 =-- 9 1.5x4 2=�=_+—----Y�- ---- i Two_3x8 = r�_ — —_ __$ TWO-3x8 1 ---� �`=� 11 16 . 19 15 18 .3x6 6x8. 3x� 14... 13 ® " 2� 3x4': 3x4 12 3x4 3x4 3x4 3x4 1474-13 .25-2-6 32-4-13 3-7-3 -9-10 18-9 2�-7--0 3=7-3..3_7=3 -7-3 -7-3 -777-313--7 -3 3-7-3 3-.7- 3-7-3 L'. '.HL TO PH.: 19-11-.4.1. INTERNAL R18E:2-1.1-7.. R. HL TO PH :10-11-11 LEFT HEIGHT:0-3-15. SPAM :36-0 RISE.:.6-3=15 RIGHT HEIGHT:0-3-15 ------------------------------------------------------------------------------ LOADING (.PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 2-3=0:715 TOP CHORD:2*4 1650f1.5E MRL SPF TOP 16 14 BOTT 11-12=0.958 BOT CHORD:2*4 1650f1.5E MRL SPF BOTT 0 •T. DEFL.@16=0.77 < L/240 WEBS :2*4 STUD GR DF-L --------------------------------========---------------------------------------- STR:INC.:.LUMB.= •1:25 PLATE = 1.25 SPACING : 24.0 in. o. c. :.REPETITIVE STRESSES USED' NO. OF MEMBERS = 1 NOTE: PROVIDE FOR 0.87 IN. HORIZONTAL DISPLACEMENT ATONE BEARING PROVIDE 2*4 CONTINUOUS BRACING AT BOTTOM CHORD NOT-EXCEEDING 10' O.C. OVER DROPPED BOTTOM CHORD AREAS WHERE CEILING IS NOT APPLIED. PLATES.ARE,-MITEK M20-149,109 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 THIS 6ESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. _==<'«<A. C. E'. S Version 5.7>>>>===.===[ 00,1465 " ] =======««A. C . HOUSTON-INDI»»= Customer " : P1220Tue Apr 12" 12:55:09 19'3� Project #: MVHCON"ST"." Truss ID C Family # : 211 span.. 36-0 Quantity., " 4 To Pitch"" 4 /12 Seat cut Bo pitch 2 /12 =_____________________________ TOP CHORD BOTTOM CHORD WEBS REACTIONS -'SIZE 1-2=-3561 1.1-12=6200 2-21 49 7-15=-"177 " 1=-1469 3.50 2-3=-3246. 12-13=,6207. 2-20=-291 8-15=-862 ". 11=-1469 3.50 13-14=""5826" 3-20= 144 8-14= 305 4-5=-2470 " " -" 14-15= 51"11 3-19-7431 :. 9-14=-717 5-6=-2062.. 15-16= •13 4-19=,292 9-13= 126 6-7=-4443 16-17= 0 4=187-537 10-13=7376," 7-8--4453 ": 17-18= 2343 5-18= 432: 10-12= 16 " 8-9==5314 18-19= 2722: 5-17647" 15-17=.3408 9-10=.=6057":: 19-20= 3079 6-17=-2233"" 10-11=-6492 20.21= 3355 6-15 "4700. . 21-1= 3355 PLATE"OFFSETS, (X=LEFT,-TOP):Cj3=3,33,Ej6=6,21,1 j9=3,3]"1[j15=8;63,[)•17=413.57,: 270 3.=7-3 "i-3-6 -9.-3 �..:: -18-@ -2�-@ 24-9 38-0 32-10- " 36-0 3-0 3-7-3 3-7"-3 3-7-"3 -'�-3. -7-3 .:` 4_0 4-0. 4-0. 4-0 1..5x4" .:. • 0x12"• 3x4 .:6 7 3x4 3x4", 5, 5x6 " 4 _ ___$- - =z-_ 8 5x6 3x4 :..3 _ _�_= - --__ 9 3x4 3"x6+4x6 2_--_ 4x12+3x1 10x16 14+13 :21. " 20 1�." 18 17 " -16 x4 : 3x4_ 115x4 '1: 5x4" 3"x4 3x4" 3x4: 1. 5x4 ®-3-8 7_6 n 14-4-13, 3-7-3" 7-2 6 ,10- -.1� 18"=0 -20_0.,24-0 28-0 32-0 36-0 3-7-3 3 -?=3 -7-3 -7-3" '7-3." =O 4-0 4-0 4-0 L. HL TO "PH "1H=1.1-1 IHTERHAL ' R"ISIS: 2=7-7 R - HL TO PH :18-ii-il LEFT HE IGH"T': H-3-15 ,SPAN :36_0 : R"ISE :6-3-15 RIGHT HEIGHT : H-3-15 LOADING(PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 9-.10=0".791 TOP CHORD:2*4 1650f1.5E MRL SPF TOP 16 •14 BOTT 12-13=0.973 BOT'"CHORD:2*4 1650f1.5E MRL SPF .WTT • " 0 7" DEFL.@14=0".60 <,":L/240 WEBS :2*4 STUD GR DF -L --------------------------------------------------- --------------------------_ STR.INC..: "LUMB. 1'.25. PLATE" = 1.25 SPACING 24.0 in. o. c. REPETITIVE STRESSES'"USED NO. OF.MEMBERS = 1 NOTE: PROVIDE FOR 0.63 IN. HORIZONTAL DISPLACEMENT.AT.ONE BEARING CHORD,: 15-16 TO 'BE 2*4 STUD"GR DF -L WEB: 6""-15";:15-17"TO BE'2*4 1650f1.5E MRL.SPF " WEB.6-17 BRACED:at"1/2.POINTS AS SHOWN ABOVE PROVIDE'2*4.CONTINUOUS BRACING.AT BOTTOM"CHORD NOT"EXCEEDING 10' O.C. OVER.DROPPED BOTTOM.CHORD AREAS WHERE CEILING IS NOT APPLIED. Note:Use 1x4 or 2x3 Cont:Bracing conn.w/2-8d nails,or T -brace of same size and grade conn. to narrow face w/10d nails 6 in. o.c. PLATES ARE MITEK M20-149,109 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 THIS DESIGN IS FOR TRUSS'FABRICATIO.N ONLY.FOR.PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. PLATES ARE.MIT.EK M20=149,109 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 THIS.DESIGN IS F.OR'TRUSS.`FABRICATION ONLY.FOR PERMANENT ANDJEMPORARY BRACING(WHICH IS ALWAYS.REQD)CONSULT BLDG ARCHITECT OR ENGINEER. ==««A. C . E.. S Version 5.7»>>.======[ 001463 ]=======««A. C . HOUSTON-INDI»»== .`'Customer *.-P1220 Tue Apr 12 12:54:42 1§9 Project..#: MVHCONST. Truss ID D. Family # : 108 Span'. 36-0 Quantity 8 Top Pitch : 4./12 ---------- __----------- .:------ ___-__________________________�_ TOP CHORD BOTTOM CHORD .. WEBS REACTIONS — SIZE 1-2=,=3260` )4;i 3082 , . 2-10==373 1=-1469 3.50 2-3=-2937' 8-9= 25411. ' 3-10=-`430, 7=-1469 3.50 •3-4=-2062 .9-10= 2541. 3-9=-720• 4-5=-2062 10-1= 3082: 4-9= 961 5-6==2937 5=9=-720: . 6-7=?3260. 5-8= 430 6-8F-373 . .. . PLATE OFFSETS (X=LEFT, Y=TOP):Ej2=3,31,Cj6=3,33,Ej9=4,2], 12.-� 6-6-8 12-3-4 '18-0 23-8-12 29-5-0 36-0 12-01 '-6-8 5—€B-13 5-8-12 - 5=8-12, 5-8-13 6-6-8 5x6- 3x4 x63xd4 `4. 3 x4 _ _ ' ..5x6 3 z 5. 5x6 6 3x6+4x6 ' i-= --=-__`r ---�_� 4x6+3x6 = - _-- 7 .10 9 . 8 3x4 5x8 3x4 9_4-14 18-0 26-7-2; 36-0 97'4-14 8=7-s . 8-.7'-2 9-4-14 L-. 'HL .TO R. HL TO PH :18-11-ii ST .HE IGH ' : H=3-15 SPAN :36:-H . R ISE N-3-15 RIGHT HEIGHT : 0-3-15 LOADING•- (.PSF) MAX STRESSES " MINIMUM GRADE OF LUMBER L TOP 1-2=0.511 TOP CHORD:2*4 1650f1.5E MRL SPF TOP 16 14- BOTT.10-1=0.686 BOT CHORD:2*4 1650f1.5E MRL SPF' .-BOTT' 0 7.' DEFL.@9=0.21..< L/240 WEBS. :2*4 STUD GR DF-L --------------------------r---------------------------------------------------- S.TR:INC.: LUMB =:1.25 PLATE = 1`..25. _ SPACING 24.0 in. o. c. . REPETITIVE STRESSES...USED NO. OF MEMBERS = 1 WEB 3-9;.5-9 BRACED at 1/2 'POINTS AS SHOWN.ABOVE Note:Use 1x4.o� 43.-Cont.Bracing conn.w/2-Bd nails,or T-brace of same size -and grade conn. to narrow face w/10d nails 6 in. o.c. PLATES .ARE MITEK M20-149,109 MANUFACTURED FROM ASTM A446 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 THIS DESIGN IS FOR TRUSSFABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER.