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SFD (13389)53600 Avenida Madero 13389 P.O. BOX 1504 Building 53-600 .Ave. Madero 78-105 CALLE ESTADO Address LA QUINTA, CALIFORNIA 92253 wwlici Zeke Coronel Mailing P.O. HOWL 1238 Address City Zip Tel. La Qu.inta, Ca 92.253 554-4604 Con tCSscaviofiei Construction Aid: . SOX 1238 Ci zip Tel., 564-4604 State Lic. City & Classif. B 634981 Lic. # 2261 Arch., Engr., Designer Address Tel. City Zip State Lic. # LICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 70 OO) of Division 3 of the Business and Professions Code, and my license is in full force and effect. SIGNATURE DATE OWNER -BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for the following reason: (Sec. 7031.5,Susiness 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 thathe 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 penalty of not more than five hundred dollars ($500). - ❑ 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.) ❑ 1, 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.) ❑ 1 am exempt under Sec. B. 6 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 ❑ Copy 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 sof this city to enter the above- mentioned property for inspection purposes. Signature of applicant Date Mailing Address City, State, Zip No. IL3389 BUILDING: TYPE CONST. OCC: GRP A.P. Number 774-103-005 Legal Description Lot 20 Block 193 Project Description 5FD Sq. Ft. 1284 No. Size Stories No. Dw. Units New ❑ Add ❑ Alter ❑ Repair ❑ 'Demolition ❑ Permit does not include Flock wall lattice patio, or pool. Propane via 1Estlmateo valuation *78,893.00 PERMIT Plan Chk. Dep. Plan Chk. Bal. Const. Mech. Electrical Plumbing .S.M.1. Grading Driveway Enc. Infrastructure Precise Pan TOTAL REMARKS . AMOUNT ryy/ } 221.00 545.00 62.00 119.32 144}.00 7.89 20.00 .00 1,736.83 25.00 ZONE: BY: Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line r Side Street Setback from Center Line Side Setback from Property Line FINAL DATE ' v IN/ PECTO--NA _%_1__ Issued by: Date Permit V In JI Validated by: 2 10n I'I r Validation: CONSTRUCTION ESTIMATE NO. ELECTRICAL FEES NO. PLUMBING FEES IST FL. SQ. FT. g $ UNITS SLAB GRADE ROUGH PLUMB. YARD SPKLR SYSTEM 2ND FL. SQ. FT. STORAGE TANK FORMS SEWER MOBILEHOME SVC. BAR SINK POR. SQ. FT. p ROCK STORAGE FOUND. REINF. GAR. SQ. FT. ® POWER OUTLET ROOF DRAINS HEATING (FINAL) OTHER APPIEQUIP. DRAINAGE PIPING CAR P. SQ. FT. ® Z —27.GJ ! TEMP. POLEif WALL SQ. FT. DRINKING FOUNTAIN SQ. FT. ® URINAL ESTIMATED CONSTRUCTION VALUATION $ WATER PIPING NOTE: Not to be used as property tax valuation FLOOR DRAIN MECHANICAL FEES WATER SOFTENER VENT SYSTEM FAN EVAP.000L HOOD SIGN WASHER(AUTO)(DISH) APPLIANCE DRYER GARBAGE DISPOSAL FURNACE UNIT WALL FLOOR SUSPENDED LAUNDRY TRAY AIR HANDLING UNIT CFM KITCHEN SINK ABSORPTION SYSTEM B.T.U. TEMP USE PERMIT SVC WATER CLOSET' COMPRESSOR HP POLE, TEM/PERM LAVATORY HEATING SYSTEM FORCED GRAVITY AMPERES SERV ENT SHOWER BOILER B.T.U. SO. FT. ® c _ ___ BATH TUB SQ. FT. ® c WATER HEATER MAX. HEATER OUTPUT, B.T.U. SQ. FT. RESID ® 1+/. c SEWAGE DISPOSAL SQ.FT.GAR ® 3/ac HOUSE SEWER MESH 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 GROUND PLUMBIN -t/ [ DUNDERGROUND A.C. UNIT COLL. AREA SLAB GRADE ROUGH PLUMB. BONDING HEATING (ROUGH) STORAGE TANK FORMS SEWER ROUGH WIRING DUCT WORK ROCK STORAGE FOUND. REINF. GAS,(ROUGH) q l 11 METER LOOP HEATING (FINAL) OTHER APPIEQUIP. REINF. STEEL z GAS (FINAL) Z —27.GJ ! TEMP. POLEif GROUT WATER HEATER SERVICE FINAL INSP. BOND BEAM WATER SYSTEM GRADING CU. yd. $ —Plus—X$—=$ LUMBER GR. FINAL INSP. `z3— C 7 FRAMING 'C S l FINAL INSP. ROOFING S REMARKS: VENTILATION FIRE ZONE ROOFING FIREPLACE SPARK ARRESTOR GAR. FIREWALL 5— -31 ( / f LATHING = 3 —w Lp MESH INSULATIONISOUND — FINISH GRADING FINAL INSPECTION CERT. OCC. FENCE FINAL INSPECTOR'S SIGNATURES/INITIALS GARDEN WALL FINAL DESERT,. SANDS UNIFIED SCHOOL DISTRICT y $2-879 Highway 111 NOTICE: Indio CA 92201 - Document Cannot Be Duplicated • 619-775-3500' Date 4/19/94 ' ` Type of Permit La Quinta No. 12776' Permit 4t ,Log " Owner Name, Zeke Coronel • No. 53600 Street Avenida Madero r Cit Uinta y Zi : r y La Q p 92253 Study Area. APN #' Tract # Lot # 0 Square Footage 11280 'Type of DeVelopment.1 Development.Single Family Residence' No. of units' "Comments At the.presentrtirrie, the Desert -Sands Unified School"District does,not collect fees on i garages/carports, covered patios/walkways,'residential additions under 500 square feet, detached accessory structures or replacement nn6, ehomes. It has been determined the above-named"owner is,exempt from paying school fees -at this time due to.the ' following "reason: , EXEMPTION NOT APPLICABLE This certifies that school facility fees imposed pursuant to Government Code 53080 in the. amount of 1:65 x ' 1280` or $ 2,112.00 p, have been paid to D:S.U.S.D. for . r 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. Zeke Coronel Telephone 564-4604 Name on .the check By Dolores A.`Ballesteros` ? - : `• ♦. ' ' Superintendent Fee collected /exempted by Vickie J. -Durrett _ ' x••'_c i . Payment Received,' 2,, Signature ', Check No. 3550 , t Collector: Attach a copy of county,or city plan check application'form to district copy for all waivers. Embossed Original' Building Dept.,/Applicant Copy -Applicant/Receipt Copy -Accounting.. ' CALVIN C. KAMINSKAS i + . DAN RILEY Assistant Commissioner c ' e Sealer, Weights & Measures (714) 275.3000 • ' (714'"175.3030 OFFICE OF AGRICULTURAL COMMISSIONER JAMES O. WALLACE. Commissioner 83-612 Avenue 45 Suite 7 Indio, CA 92201 (619) 342-8291 • DATE 2 ( .CASE NO.- DEVELOPER'S O. DEVELOPER'S NAME t Co soh e ( Co K s < < ADDRESS: 'SOX l2 3,? C'4- f Z 2-,S3 TELEPIIONE t 6 1© o Qui Dear Developer:.. After reviewing your landscaping plans, all plant material listed is not in violation of quarantine laws governing,the Coachella Valley. If substitutions do occur and they differ from plant material listed,•this office must be notified imnediatelt'. Thank you for protecting and preserving the Coachella Valley's pest -free environment. Agr cultural Comnission s Office cc: Indio and.Riverside 4080 LEMON STREET, ROOM 19, RIVERSIDE, CALIFORNIA 92501 — FAX (714) 275-.3012 HNk-1b-y4 FRI 9:18 DIXIE ESCROW LQ Order Nd, 2007472 Escrow No. 1904-D Loan No. WHEN RECORDED MAIL TO.: tSEQUIEL CORONEL P.O. BOX 1238, LA QUINTA, CA 92253 FAX NO. 6197771745 P.02 wn RECORDED APRIL; 13; =1994"--t INSTRUMENT NO; RIVERSIDE COUNTY;- CALIFORNIA MAIL TAX STATE'NIENTS '110: DOCUNJENTA.RY RANSE'ER TAX S.......15...4.0 .............................:........ ....XComputed on the oonsideration. or ORvalue of properly conveyed; SAME AS ABOVE ...... Computed on the consideration or value less lietts or encumbrances remaining attimo.of sate. THE UNDERSIGNED GRANTOR Signature of Aeclaratit or Agent determ,inirng tax Firm•Name APN# 774103-005-9 GRAFT DEED FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, DOROTHY V. POWERS, A WIDOW h :re -by G RANT(S) to , ESEQUTEL CORONEL, A SINGLE I -IAN the real property in the City Of LA QUINTA. RIVERSIDE t -- . _-. —, County of A ` State,- ofi California, de.scribcd as LOT 20 OF BLOCK 193 OF SANTA CARMELITA AT VALE LA-QUINTA, UNIT NO. 19,•AS SHOWN BY. MAP ON FILE IN BOOK 19 PAGE 3!+ OF MAPS, RECORDS—OF RIVERSME COUNTY, CALTFOR.NIA. -, "Date(iAPRIL.:1. 1994 /Z/A } . DOROTHV..PO IJRS r. STATE OF C,Al,llRN(A C'UUNTY OF[IJ ISi personally appeared 6d —)(U'IIL . V tiers<mally known to .mc (or, provcd to nm on the basis of satisfactory evidence) to be [tic persott(s) whose name(s) is/are subscribed to the mithin. instrument acid acknowlcdbed to mo that he/she/they-executed the same in hMicr/their authorized capacity(ies), and that by his/her/their signa- ture(s) on the instrument the person(s) or the entityyin-ehar('b which the nersonfsl acted. executed the instrumc'> t , t ROTHY V—. —V JERS,` TRUSTEE ' 1.. MICHELE J. HARTSHORN z COMM. 067344 `z i ' ,' t Notory public Californio COUNTY ••. RIVERSIDE _111N 07.1996 'p r ,' - • CALVIN C. KAMINSKAS r DAN RILEY Sealer. Welghls & Measures Assblanl Commissloner (714) 275-3000,' (714) 275.030 OFFICE OF `AGRICULTURAL -;COMMISSIONER JAMES O. WALLACE, Commissloner 83=63:2 Avenue, 45 Suite.7 Indio, CA .92201 (619) 342-8291 DATE CASE 'NO.c ©a a DEVELOPER'S NAHE: Ce opt2 C1PL ADDRESS= ' Tor®X l2 TELEPIIONEs 5.3 Dear Developers After reviewing your landscaping plans,"a]_1 plant material listed is not in violation of quarantine laws governing the'Coachella Valley.- If substitutions do occur and they differ from plant material listed, this office must be notified immediately. Thank you for protecting and preserving -.the Coachella.Valley's pest -free environment. } Agr cultural Comnissio s Office cc: Indio and Riverside a. 4080 LEMON STREET, ROOM W. RIVERSIDE, •CALIFORNIA 92501 — FAX (714) 275.3012 if 111 Aq - of -Al 41 OF ft 14a.. (Quint a oafet n ---This Certificate issued pursuant to the requirements of Section 306 of -the Uniform Building! '.Code certifying that at the time -of issuance this structure was in compliance with the various. ordinances of the City regulating building, construction or use. For the following: BUILDING ADDRESS 53-600 Ave. Madero Use Classification Single Family Dwelling Bldg. Permit No. 13389L ------ Group R3 Type Construction VN' —Fire Zone Use Zone SR Owner of Building Zeke'Coronel Address P. 0. Box 1238 City La Quintal CA 92253 BLonnie Day' y: ' Date; June 24 1994 Building Official - POST IN A CONSPICUOUS PLACIE 1. E psi 1000 e CAL Wt' -ST ENGINEERING 1050 1700000 CIVIL AND STRUCTURAL ENGINEERING 1800000 81-159 DURANGO DR. 301 TESCONI 1100. INDIO, CA. SANTA ROSA, CA. 92201 95042 619-342-9695 707-544-2322 VERTICAL LOAD DESIGN DESIGN DATA: LUMBER: DOUGLAS FIR -LARCH GRADE SIZE Fb psi Fv psi #2 2"-4"THICK 1650 95 2"-4"WIDE #2. 2"-4"THICK 1450 95 !P& WIDER #1 2"-4"THICK 1500 95 5"& WIDER #1. BEAMS & 1300 85 STRINGERS #1 BEAMS & 1550. 85 DENSE STRINGERS SELECT. BEAMS & 1600 85 STRUCTURAL STRINGERS GLU-LAM BEAMS: 24F -V3 DF/DF Fb--2400 psi Fv=165psi E=1700000psi SIMPLE POSTS: JOB_ SHEET NO. f OF CALCULATED BY CHECKED BY SCALE Fc psi E psi 1000 1700000 1050 1700000 1250 1800000 925 1600000. 1100. 1700000 1100 1600000 24F -V8 DF/DF. Fb--2400 psi Fv=165psi E=1800000psi CANTILEVER #1 DOUGLAS FIR -LARCH SIZE Fb psi Fv psi Fc psi . E psi 6X 1200 85 1000 1600000 4X 1750 95 1250 1800000 -- FOUNDATION WALLS: ASTM GRADE C-90 NORMAL WEIGHT MASONRY BLOCK Fm --1500 psi REINFORCING STEEL: GRADE 40- Fy=40 ksi • •t a. CAL WEST ENGINEERING CIVIL AND STRUCTURAL ENGINEERING JOB 81-159 DURANGO DR. SHEET NO. OF INDIO, CA. CALCULATED BY 9220,1 CHECKED BY 619-342-9695 SCALE VERTICAL LOADS: ROOF: TYPICAL'(PITCHED) DEAD LOAD: 1/2"PLYWOOD 1.50, TILE 10.00 INSULATION 1.00 2X TRUSSES @ 24" 3.20 1/2" DRYWALL 2.50 MISC. 0.80 TOTAL 19.00 P.S.F. LIVE LOAD: LESS THAN 200 S.F T.A 16.00 P.S..F. 201-600 S.F. T.A. -. 14.00 P.S.F. GREATER THAN 600 S.F. T.A. 12.00 P.S.F. LATERAL LOADS: WIND: 70 M.P.H. EXPOSURE C p=CeCggsI=(1.06)(1.3)(12.6)(1.0)=17.36 P.S.F. STRUCTURE SEISMIC: (ZIC/Rw)W=(((.4)(1.0)(2.75))/6)W=.183W 1991 U.B.C. Coil West Engineering Job No. 81-159 Durango DR.. Sheet No. 3 Of Indio, Ca. Calculated By Date 92201 Checked By Date Phone 1 (619) 342-9695 H w J -2 4 wldl will i ")o P_Idl - = USE ( . ` 'YI q w2dl = w2ll - --- _9// 2 = _ - : ----- e211 - - xz- S , 1(.' Sc - w3dl ' w311 ---- - - - e3dl = x2f-_ Rdl. Rdl- w4dl P4dl_- X4f RII - PH = w4ll = P411 = 4wldl = 2 2 O t .'Pldl XI - "Jw2 will 2G Lt = U`p USE I DF' L `1'X¢ w2dl = w211 _ / e2dl = __ _ ► 1 6 re211 - X2= S - Sc w3dl = - P3di = X';- 3 = w311 _ P311._ . Rdl- Pdl= w4dl = _ e4dl = X _ RII = PH= w4ll - P411 - 1 2wldl 4 will ---- - - - ilP_2dl-_ USE l CF -L w2d- w2ll - - --- a telll_.. _ --- -= lL l- P211 - S - 41 Sc- w3dl = w311 e3n Paadl ' IL x - Pdl= Pdl= w4dl = P4dl' X4, PH= RII = w4ll - = P411 ' „,, J- 4 wldl - = 32 .eldl X1 - will = s USE .41 DF -L- 4yL USE w2dl= _. P211 = E'.3. X2 - S - Sc - = w311 Pdi -2-----P-311 = Rdl- Pdl= w4dl = P4dI = X4= RII RII = w4ll - = P411 = M J ' .2 4 widl - _ = 3 ! Pldl - XI - will ' ' w2dl = _Ill... G F dl = X2= USE w2ll = w3dl - e3dl = X*' - S - to Sc - w311 _—.. - - --- _ P_311 - - 12d1- Pdl= w4dl = ---- P-4dl = X4-- ;211 - RII = w4ll = = P411 = 1 w2 4wlldl E -'! l 'G PIdl em._s a XI= -- .1 USE 1 p L LX l I w2dl w211 2d = X = X2= w2ll - — P3di S - Sc w311 Rdl- ' Rdl- w4dl - P4 - X4 PH Ril - w411 = - P41111 - -, .2 4 wldl - - ? . / idl Xl - will - - G. •1 s USE +1 DEL w2dl ' - 2d1 ' tS P211' X2= 1 wadi P3di = X - S - Sc - w311 P311 Rd- Pdl- w4dl - P X4. RII - ;211P441111 II - w4ll = - ' Cal West Engineering Job No. 81-159 Durango DR. Sheet No. 4 Of Indio, Co. Calculated By Date 92201. Checked By Date Phone 1 (619) 342-9695 • 1. " wldl — —11T 2v will = -tis eldl - it ell]. _ xi - USE -Ir 112F-L, +X,'l' w2dl= w2ll - _ _ - i lE2dl = - X2= = — w3dl - --—l P211 S Sc- W311-= = e311 _ Rdl- Rdl- w4dl - = P4d1 - X4 RII = RRII = w4ll = = P411 = mr W1 wldl = will Pill - USE I (`'L }X w2dl = W211 - 2dl - _ e211 X2= w3dl = _-- S. - Sc - w311 =X - -- - ------ e311. Rdi- Rdl- w4dl = e4= X4 PH- PH= w411 - = P41111 - 17 4 1 wldl __ will - Pldl .. so p -L x w2dl = W21d _s =- P-2dl _ X USE.. I 3 _.._ _ s ._._ P3dl X_ S - S Sc - w311 - _ --_-.-. _ P_311 Rdl- Rdl- w4d1 = = e_4dl = X4 RII - RII = w411 - = P411 - W2 ,4 wldl - ZO = 2 eldl - Xl - J will. = 3 a i L - zs r pill s - USE I Df -L w2dl - w211 - _ 5t •. . 2dl = = 2 e21L - X2= w3d1 = 23dl = X' _ S - 6 Sc = W311 - P311 = Rdl- Rdl= w4dl = P4.-dl = X4- R11 = RII = w4li =' = P411 - ", IR •2 4 QD widl - dl - Xl - s sl WIII w2dl = 3z P2dl_= X2= USE w2il Z5 e21.1 wadi - = P3dl = x _ S - 3 Sc - W311 - e311. - Rd - Rdl= w4dl = = P dl - X4 RII - RII = w411 - = P411 - R W2 4 wldl -PIdl - Z ] 2 z - 2, - til •9 sC USE + 1 PF L X '!i w2dl a w2il - _ n16i )1. _ a (i j Ldi. e211__ X - wadi_ _ e3dl - X3- S - g Sc - w311 ._ e311. - Rdl- Rdl- w4dl - P4d1 - X4 RII - RII - w4il = = P411 = 0 ", IR .2 4 widl _ Ride X11- a_. will - eW 9 w2dl - a e2d] - X2= . USE w2li = P21L - – w3dl - _ P3dl = X S Sc- W311 - P311 Rdl-- Rdl- w4dl - P4dl - X4 RII = RII a w411 = - P411 - Line 1 Title -Line 2 Scope Line 3 Number: Line 4 Misc. Line 5 ---------------------------------------------------------------- Dsngr ;. Date:21-Nov-93 --------------------------- TIM_B E ------------------------------------=------ R B E A M D E I G N Page 5 Description » » 1 2 3 4 5 - DESIGN DATA -- -----1-----.----2-----I`----3--- --I----4-----I----5-----I-- TIMBER SECTION --- --- ___ _-_ -__ ....Depth in in 13.25 3.5 3.5 5.5 7.25 ..Width 3.5 3.5 3.5 3.5 3.5 Le: Unsupp ft Fb - Allow psi 1,500 1,500 1,500 1,500 1,500 Fv - Allow psi 95 95 95 95 95. E ksi 1700 1700 1700 1700 1700 LOAD DUR. FACTOR 1.25 1.25 1.25 1.25 1.25 Stress Ratio->> 0.465 0.501 0.403 0.589 0.693 -- CENTER SPAN -- -----OK---------OK-----=---OK---------OK---------OK------- SPAN LENGTH ft 16.00 3.00 .4.00 4.00 6.00 UNIFORM DL plf 134 229 209 324 324 LL plf 96 176 16 256 256 PARTIAL. DL plf LL plf X -Left ft X -Right ft POINT... DL # LL # X -Dist. ft DL # LL # X -Dist. ft DL # LL # X -Dist. ft DL # LL # X -Dist. ft -- CANT. SPAN --- -----1----- ----2-----I----3-----I----4-----.I----5-----I-- SPAN LENGTH ft PARTIAL DL plf LL. plf X -Left ft X -Right ft POINT... DL # LL # X -Dist. ft DL # LL # X -Dist. ft ---- RESULTS ---- -------- ---I------- ------------------------ I----------I-- Mmax @ Cntr in -k 88.32 5.47 5..40 13.92 31.32 X -Dist. ft 8.00 1:50 .2.00 2.00 3.00 _Moment @ Rt in -k REACTIONS... Left: Dead # 1,072 344 418 648 972, Live # 768 264 32 512 768' Right: Dead # 1,072 344 418: 648' 972 Live # 768 264. 32 512 768 -.---. STRESSES --- -----1-----I----2---------3-----I----4-----I----5----- -- Fb... Allow psi 1,854 1,875 1,875 1,875 1,875 Actual psi 862 765 75.6 789 1,021 Line 1 Title Line 2 Scope Line 3 Number: Line 4 Misc Line 5 Dsngr w Date:21-Nov-93 -------------_---_--__T I M B -------- ------------- E-R-----B-E-A_M__- D E - S I G N ------ Page Fv....Allow psi' 119 119• ----------=--- 119 119 -- 119 Actual Psi 52 60 47 70 82 -- DEFLECTIONS-- ------=----I----------I-=-----=--I----------I----------I-- CENTER... Dead Load X -Dist. in ft -0.171 -0.020 -0.057 -0'.023 -0.050 DL.Ratio 8.-0 1,12.1 1.5 1,834 2.0 848 2.0 2,122 3.0 1,440 Live Load in -0:123 -0.015 -0.004 -0.018 -0.040 .X -Dist. ft 8.0 1.5 2.0 2.0 3.0 LL Ratio 1,.5.65 2,386 11.,073 2,686 1,823 Total Def1.. in -0.294 -0..035 -0.061 -0..040 -0.090 X -Dist. ft 8.0 1.5 2.0 2.0 3.0 Total Ratio 653 1,037 787 1,185 804 CANTILEVER... Dead Load in DL Ratio Live Load in LL Ratio Total Defl. in Total Ratio Line 1 75-I-----2-90-I-------- 210. Title : ------ 75--1-- 5.00 'Line.2 2.00 3.00 Scope : 1,620 810 Line 3 972: 810 Number: 640 32 Line 4 640 -----1----- ----2-- Misc ---- Line 5 1,875I 1,875 Dsngr ------------------------- Date:21-Nov-93 1,178 1,233 406 --T I M B ------------------------------------------------- E R B E A M D E S I G N Page % Description >> -- DESIGN DATA -- -----1----- ---- 2-----I ---- 3-•----I----4 ----- ---15-----I-- TIMBER.SECTION --- --- --- --- Depth :***Width in in 11.25 5.5 3.5 5.5 5•.5 Le: Unsupp ft 3.5 3.5 3.5 3.5 3.5 Fb - Allow psi 1,500 1,500 1,500 1,500 1,500 Fv - Allow psi 95 95 95 95 95 E ksi 1700. 1700 1700 1700 1700 LOAD DUR. FACTOR 1.25 1.25 1.25 1.25 1.25 Stress Ratio->> 0.757 0.774 0.217 0.974 0.774 -- CENTER SPAN -- -----OK---------OK----=----OK---------OK---------OK------- SPAN LENGTH ft 10.00 5_00 4.00 6.00 5.00 UNIFORM DL plf 324• 324 105 324 324 LL PARTIAL DL plf plf 256..256 16 256 256 LL plf X -Left ft X -Right ft POINT... DL # LL # X -Dist. ft DL # •LL # X -Dist. ft DL # LL # X -Dist. ft DL- L"LL LL #. X -Dist. ft -- CANT. SPAN ---- ---2-----I-- SPAN LENGTH ft PARTIAL -DL plf LL plf X -Left ft X -Right ft POINT.... DL # LL # X -Dist. ft DL # LL #, X -Dist. ft' ---- RESULTS - Mmax @ Cntr in -k. X -Dist. ft Moment @ Rt in -k REACTIONS... Left: Dead # Live # Right: Dead # Live- # ---- STRESSES Fb , Allow psi Actual psi -----87 00-I----21 75-I-----2-90-I-------- 210. - 32-I ------ 75--1-- 5.00 2.50. 2.00 3.00 2.50 1,620. 810 210. 972 810 1,280 640 32 768 640" 1,620 810 210 972: 810 1,,280 640 32 168 640 -----1----- ----2-- - ----3-----I---- ---- 1,875 1,875I 1,875 1,875 11875 1,178 1,233 406 1,,77.5. 1,1233 Line 1 Title :. ` Line 2 Scope Line 3 Number: Line 4 Misc Line 5 Dsngr --------------------------- Date:21-Nov-93 -------------------------------- TIM B E R B E A M D E S I G N Page Fv... Allow. psi p 119 119 119 119 --- -119 Actual - DEFLECTIONS psi -- -----------I----------I---=------I---- 90 92 25 116 92 CENTER... ------I----------I-- Dead Load X -Dist. in ft -0.103 -0.055. -0.028 -0.115 -0.055 DL Ratio 5.0 1,162 2.5 1,086 2.0 1,687 3.0 629 2.5 1,.086 Live Load X -Dist." in ft -0.082, -0.044 -0.004 -0.090 -0. 044044 LL Ratio 5.0 1,471 2.5 1,375 2.0 .11,073 3.0 796 1.,375 Total Defl. X -Dist. in ft -0.185. -0..099 -0.033 -0.205 -0.099 Total Ratio 5.0 649 2.5 607 2.0 1,464 3.0 351 2.5 607 CANTILEVER:.. Dead Load in DL Ratio Live Load in LL Ratio Total Defl. in Total. Ratio _ Line 1 PARTIAL 486 Title._ 768 .Line 2 1,309 Scope 486 Line 3 768 Number: 979 Line 4 Misc 1,875 Line'5 -..------------------------------------------------------------ 1,875. Dsngr Date:21-Nov-93 ----------T-I-M-B_E-R__-_-B- EAM' D E S I G N Page. Description, - -- ----------=--------------- 1'1 12 13 - DESIGN DATA -- -----1-----I----2- ---- I'----3----- I ---- 4-----I----5----- -- TIMBER SECTION --- --- ------ ....Depth in 7..25 3.5 11.25 ..Width in. 3.5 3.5 3.5 Le': Unsupp ft Fb:- Allow psi 1,500 1,500 1,500 Fv - Allow psi 95 95 . 95 E ksi 1700 1700 1700 LOAD DUR..FACTOR 1.25 1.25 1.25 Stress Ratio->> 0.693 0.718 0.820 -- CENTER SPAN -- -----OK---------OK---------OK---------OK---------OK------- SPAN LENGTH ft 6.00 3.00 8.00 4.00: 6.00 UNIFORM DL plf 324 324 .229 324 324 LL plf 256 256 176 256 256 PARTIAL DL plf LL plf X -Left ft X -Right ft POINT... DL # 1,045 LL # 880. X -Dist. ft 2.50 DL # LL # X -Dist. ft DL # LL # X -Dist. ft DL # LL # X -Dist. ft - CANT -SPAN --- ----- -----I-- 3-----------5SPAN LENGTH ft DL plf LL plf X -Left ft X -Right ft POINT... DL # LL # X -Dist. . ft DL # LL # X -Dist. ft --- RESULTS Mmax @ Cntr in -k X -Dist. ft Moment @ Rt in -k REACTIONS... Left: Dead # Live # Right: Dead # Live # ---= STRESSES - Fb... Allow psi Actual psi ----------------==------=--------------------------- -- 31 32 7.8.3 73.12 3.00 1.50 2.51 ..972 486 1,634 768 384 1,309 972 486 1;243 768 384 979 -----1-------=-2---------3----=----4-----I----S----= -- 1,875 11875 1,875. 1,021 .11096 990 Line 1 Title : Line 2 Scope : Line 3 Number: Line. 4 Mise Line 5 Dsngr Date:21-Nov-93 --------T_I M B E ---------------------------------=----------- R B E A ---- ----------------- M D -E S I G N Page/0 Fv,... Allow psi -. 119 119 119 Actual psi 82 85 97 -- DEFLECTIONS -- - CENTER... Dead Load' -in -0.050 -0.028 -0.052 X -Dist. ft .3.0 1.5 3.8 DL, Ratio 1;440 1,296 1,837 ,Live Load in -0.040 -0.022 X -Dist. ft 3.0 1.5 .-0.042 3.8 LL Ratio 1,823 1,640 2,296 Total Defl. in -0.090 -0.050 =0.094 X -Dist. ft 3.0 1.5 3.8 Total Ratio 804 724 1,021 CANTILEVER... Dead Load in DL Ratio Live Load in LL Ratio Total Defl. in Total Ratio Cal West Engineering Job No. '81-159 Durango DR. Sheet No. II Of Indio, Ca. Calculated, By Date 92201 Checked By Date Phone (619) 342-9695 CIA . 2 I ; i . . . -- 1 . . . . . . . . . . v . . . . Line 1 Title : Line 2 Scope : Line 3 Line 4 Number: Line 5 Misc --------------------------------------------------Z Dsngr : Date:22-Nov-93 -- COLUMN ------------------------------------------ DESIGN - Page 1 DESCRIPTION >> ------_--- DESIGN -DATA RECTANGULAR Columns... ---------- -------- ALLOWABLE STRESSES - Depth (Parll Y -Y)= 5.50 in Fc : PARALLEL Fb : BENDING = 1,050 = 1,450 psi Width (Parll X -X)= ...Is Size Nominal ? 1.50 in LOAD DURATION FACTOR - 1.33 psi - N y/n E : ELASTIC.MODULUS =1700000 psi or -- CIRCULAR DIAMETER = in UNBRACED LENGTHS :.Le = ke * Lu X -X AXIS (axial) = 16 ft TOTAL COLUMN HT. = 16 ft X -X AXIS (bending) _ ft -------------- LOADS ------------------ Axial Load Dead Live Short ..Eccentricity = _- in (from38Depth"3centerlinejbs Transverse Moment Side Load = 13,332 in -lbs' ....Dist From CL = _ lbs ....Dist From Base ------------------------- _ ft CALCULATED Eguivalent Load @.Mid -Ht = MOMENTS Side Load Moment = in-# Max_ Design Moment -------------------------- = 13,332 in-# Use : SUMMARY ------------------------------- Axial Stresses... DL+LL DL+LL+ST DL+ST ------- -------- ------- Actual Allowable = 8.5 8.5 4.6 psi Bending S.tresses... = 418.5 418.5 418.5 psi Actual Allowable = 1762.9. 1762.9 psi = 1450.0 1928.5 1928.5 psi INTERACTION EQUATION VALUE = 0.020 0.938 0.927 <=1 OK ---(Note: LDF considered in interaction value, which must be < --------------------------------------------------- --------------- ALLOWABLE BENDING &.AXIAL STRESSES ------------ AXIAL: Actual Fc:Allowable: X -X • k L- 1_00--- u / d - 34.•91 X -X Axis = 418 psi Y -Y k Lu / d .Y -Y Axis = 1,050 psi Max. Allow. kLu/d = 50.0 K 23.4 Min. Allow. kLu/d = 11.0 FLEXUAL: C -f: (12/d)".111 = C -s: (Le d/b"2)".5 = ----------------- fc : Compressive. F'c: It J= (L/d-11)/(K-11) 1.00 F'c : = 418 psi F'c * Load Dur Factor = 418 (LDF.Unused if k Lu/d > IK') 'F'bx : = 1,450 psi F'bx : Allow * LDF = 1,929 psi INTERACTION ANALYSIS -------------------------- DL+LL DL+LL+ST DL+ST 8.5 8.5 4.6 psi, ` 418.5 418.5 418.5 psi = 1.000 1.000 1.000 fbx Flexural = 1762.9. 1762.9 psi F'bx: it = 1,450 1,929 1,929 Line 1 Title Line 2 Scope Line 3 Number: Line 4 Misc Line 5 Dsngr Date:22-Nov-93 ------------- ------ ------------------ ------TIMBER COLUMN bESIGN Page 13 ------------------------------------------ e-: Eccentricity = in d Depth = 5.5 5.5 5.5 in Interaction Equation = 0.020 0.938 0.927 fc/F'c + fb / (F'b - J*fc) --------------------- Cal West Engineering Job No. 81=159 Durango 'DQ. Sheet No. Of Indio, Ca. Calculated By Date 92201 Checked By Date Phone (619) 342.-9695 . . . . . . . . . . lell3 . : = X07 0o.*q'i'2"1* 16' 2 17/2 U 1)6;* ...... . . ....... . 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I I••., 1:1 I ', ''(j 1 OOL lrII:-r. h r• ,f \C_ I I .I'I II l`i II 'il ,U (• I • .:r .. f ! rl+tl .I . ' , \I.1W. V.rI tT —II II lJ i _ . .. I, j i :r A. - 1) ;i rte'-iT.'._ tLL'Y f Q1 :L:1''".:..+Vl:: .t11.):,L!fi L3i9L" T7 ::ii• i.•!:tr' 4.1'Lu Ls t.. .L: Cal West Engineering Job No. 81-159 Durango DR. Sheet No. Ra Of Indio, 'CO. Calculated By Date 92201 Checked By Date Phone (619) 342-9695 )CIS . ..... lz T. - 7. Cat West Engineering , Job `°No. r 81-159 Durango DR. Sheet No 17 } Of'° Indio, Ca. Calculated By Date. 92201 Checked By Date ` Phone (619) 342-9695 U LO Ln O a - - cn J - U U q p ;: J N N • .y CAL WEST ENGINEERING CIVIL AND STRUCTURAL ENGINEERING 81-159 DURANGO DR. INDIO, CA. 92201 619-342-9695 WALL PANEL STABILITY: WALL WEIGHT p.s.f. =Q= ZIC/Rw = Mot=((P/TL)dh+(ZIC/Rw)Qdh"2/2) #ft. _ UNIFORM.LOAD #/ft. _ pl # _ xl ft. _ p2 # _ x2 ft. _ p3 # _ x3 ft. _ Mr=(wd"2/2+plxl+p2x2+p3x3+Qhd"2/2) #ft. _ F.S.O.T. _ T=C=[(Mot-2/3Mr)/d] # _ WALL NO.------------------------ P=l FORCE INTO LINE # 3 -TOTAL PANEL LENGTH ALONG LINE -ft. =TLPANEL LENGTH ft. =d= PANEL HEIGHT ft. =hh/dWALL UNIT SHEAR #/ft.=P/(TL)+(ZIC/Rw)h =v= WALL PANEL STABILITY: WALL WEIGHT p.s.f. =Q= ZIC/Rw Mot=((P/TL)dh+(ZIC/Rw)Qdh"2/2) #ft.UNIFORM LOAD #/ft.pl #xl ft.P2 #x2.ft.P3x3 ft.Mr=(wd"2/2+plxl+p2x2+p3x3+Qhd"2/2) #ft.F,.S.O.T.T=C=[(Mot-2/3Mr)/d] # USE------------ 12 = SINGLE STORY 933876 SHEAR WALL ANALYSIS WALL NO.------------------------ & 2 FORCE INTO.LINE # C =0 N622 TOTAL PANEL LENGTH ALONG LINE ft. =TL= 6.00 PANEL LENGTH ft. =d= 3.00 PANEL HEIGHT ft. =h= 7.00 h/d 29.00,..L.- 2.33 WALL UNIT SHEAR #/ft.=P/(TL)+(ZIC/Rw)h =v= 452 WALL PANEL STABILITY: WALL WEIGHT p.s.f. =Q= ZIC/Rw = Mot=((P/TL)dh+(ZIC/Rw)Qdh"2/2) #ft. _ UNIFORM.LOAD #/ft. _ pl # _ xl ft. _ p2 # _ x2 ft. _ p3 # _ x3 ft. _ Mr=(wd"2/2+plxl+p2x2+p3x3+Qhd"2/2) #ft. _ F.S.O.T. _ T=C=[(Mot-2/3Mr)/d] # _ WALL NO.------------------------ P=l FORCE INTO LINE # 3 -TOTAL PANEL LENGTH ALONG LINE -ft. =TLPANEL LENGTH ft. =d= PANEL HEIGHT ft. =hh/dWALL UNIT SHEAR #/ft.=P/(TL)+(ZIC/Rw)h =v= WALL PANEL STABILITY: WALL WEIGHT p.s.f. =Q= ZIC/Rw Mot=((P/TL)dh+(ZIC/Rw)Qdh"2/2) #ft.UNIFORM LOAD #/ft.pl #xl ft.P2 #x2.ft.P3x3 ft.Mr=(wd"2/2+plxl+p2x2+p3x3+Qhd"2/2) #ft.F,.S.O.T.T=C=[(Mot-2/3Mr)/d] # USE------------ 12 = 0.183 933876 0 0 0 0 0 0 720 •0.08 HOLDOWNS REQUIRED 2953 USE---------------- 3223 29.00,..L.- 1.7.00 .8.00' 0.47 . 129 USE--------------- 12 0.183 . 209 0. 0 0: ' L 0 0 _ :, 44072.5.. .:.::::. " 2.70 NO HOLDOWNS REQUIRED . N/A NO HOLDOWNSREQUIRE {S} r SINGLE -STORY SHEAR WALL ANALYSIS WALL NO.------------------------ 4-&11123 & 5 FORCE INTO LINE # 3 = - 223 TOTAL PANEL LENGTH ALONG LINE ft. =TL= 29.00 PANEL LENGTH ft. =d= 6.00 PANEL HEIGHT ft. h/d =h= 13.00 = 2.17 WALL UNIT SHEAR #/ft.=P/(TL)+(ZIC/Rw)h =v=140 USE---------------- WALL PANEL STABILITY.: WALL WEIGHT p.s.f. =Q= 12 ZIC Rw .183 09782 Mot/((P/TL)dh+(ZIC/Rw)Qdh"2/2) #ft. = UNIFORM LOAD #/ft. = 0. . p l # = 0 ... xl ft. 0 p2 # _ 0 x2 ft. = 0 P3 # = 0 x3 ft. _ 0 Mr=(wd"2/2+plxl+p2x2+p3x3+Qhd"2/2) #ft. = 2808 F.S.O.T. = 0.29 HOLDOWNS REQUIRED T=C=[(Mot-2/3Mr)/d] # = 1318 USE--------=------- WALL NO.----------------------- FORCE INTO LINE # A = = 3360 TOTAL PANEL LENGTH -ALONG LINE.ft. =TL=" 8.00 PANEL LENGTH ft. =d= 8.00 PANEL HEIGHT ft. =h= 8.00 h/d _. 1.00 G WALL UNIT SHEAR #/ft.=P/(TL)+(ZIC/Rw)h =v= 438 USE WALL -PANEL STABILITY: WALL WEIGHT •p . s . f .' =Q= 12 - ZIC Rw _0.183 . Mot/((P/TL)dh+(ZIC/Rw)Qdh"2/2) #ft. = 27442 UNIFORM.LOAD #/ft. = 304 pl # _ .0 X1 ft. P2 # _ 0 ' x2 ft. _ 0 '- P3. # x3 ft. - 0 I = 0 r Mr=(wd"2/2+plxl+p2x2+p3x3+Qhd"2/2) #ft. = 12800 F.S.O.T. = 0.47 HOLDOWNS REQUIRED . T=C=[(Mot-2/3Mr)/d] # = 2364 USE--------------- _ J la.r i .. - .. .. - .. .. - ... ... _... i CAL WEST ENGINEERING JOB CIVIL AND STRUCTURAL ENGINEERING SHEET NO. p OF .81-159 DURANGO DR. CALCULATED BY INDIO, CA. CHECKED BY 92201 SCALE 619-342-9695' SINGLE STORY SHEAR WALL ANALYSIS WALLNO ------------------------- FORCE INTO -LINE # 1 = _ TOTAL PANEL LENGTH ALONG LINE ft. =TL= PANEL LENGTH ft. =d= PANEL HEIGHT ft. =h= h/d WALL UNIT SHEAR #/ft.=P/(TL)+(ZIC/Rw)h =v= WALL PANEL STABILITY: WALL WEIGHT p..s.f. =Q= ZIC/Rw = Mot=((P/TL)dh+(ZIC/Rw)Qdh"2/2) #ft. _ UNIFORM -LOAD #/ft. _ pl # _ xl ft. _ P2 # _ x2 ft. _ p3 # _ x3 ft. _ Mr=(wdA2/2+plxl+p2x2+p3x3+Qhd"2/2) #ft. _ F.S.O.T. _ T=C=[(Mot-2/3Mr)/d] # _ WALLNO -------------------------- FORCE INTO LINE # A Z - TOTAL PANEL LENGTH ALONG LINE -ft. =TL= PANEL * LENGTH ft.. =d= PANEL HEIGHT ft. =h= h/d WALL UNIT SHEAR #/ft.=P/(TL)+(ZIC/Rw)h =v= WALL -PANEL STABILITY: WALL WEIGHT-p.s.f. =Q= ZIC/Rw = Mot=((P/TL)dh+(ZIC/Rw)QdhA2/2) #ft. _ UNIFORM LOAD #/ft. _ Pl # _ xl ft. _ p2 # _ x2 ft.,_ P3 # - x3 ft Mr=(wdA2/2+plxl+p2x2+p3x3+Qhd"2/2) #ft. _ F.S.O.T. _ T=C=[(Mot-2/3Mr)/d] # 2299 21.00 8.00 10.00 .1.25 131 USE ---------------- 12 0.183 9636 0 0 0 0 0 0 0 3840 0.40 HOLDOWNS REQUIRED 885 USE---------------- ' 2299 21.00 8.00 14.00 1.75 '140 USE---------------- 12 0.183 13983. 0 . 0 '' 0 n 0. s 0 5376 0.38 HOLDOWNS REQUIRED :1300 USE--------------- 1.y i CAL WEST ENGINEERING CIVIL AND STRUCTURAL ENGINEERING 81-159 DURANGO DR. INDIO,, CA. 92201 619-342-9695 SINGLE STORY SHEAR WALL ANALYSIS WALL NO.------------------------ ( FORCE INTO LINE # 2 5522 TOTAL PANEL LENGTH .ALONG LINE ft. =TL= 15.00 PANEL LENGTH ft. =d= 9.00 PANEL HEIGHT ft. =h= 8.00 h/d = 0.89. WALL UNIT SHEAR #/ft.=P/(TL)+(ZIC/Rw)h =,v= 386 USE -AL ----------- WALL PANEL STABILITY: WALL WEIGHT p.s.f. =Q= 12 ZIC/Rw = 0.183 Mot=((P/TL)dh+(ZIC/Rw)Qdh"2/2) #ft. = 27138 UNIFORM,LOAD #/ft. = 209 P1 # _ p xl ft. = 0 p2 # = o x2 ft. = 0 p3 # = 0 x3 ft. 0 :. Mr=(wd"2/2+plxl+p2x2+p3x3+Qhd"2/2) #ft. 1235.2.5 F.S.O.T. = 0.46 HOLDOWNS REQUIRED T=C=[(Mot-2/3Mr)/d]' # = 2100 USE ---------------- WALL NO. FORCE INTO LINE # 2 = = 5522 TOTAL PANEL LENGTH ALONG LINE -ft. =TL= 15.00 PANEL LENGTH ft. =d= 6.00 PANEL HEIGHT'ft. h/d =h= - 8.00 1.33 WALL -UNIT SHEAR #_/ft.=P/(TL)+(ZIC/Rw)h =v= 386 USE- --------=------ WALL•PANEL STABILITY: WALL WEIGHT . p . s . f . ' _Q_ 12 ZIC Rw .183 Mot/((P/TL)dh+(ZIC/Rw)Qdh"2/2.) #ft. _ 18092 UNIFORM LOAD #/ft. = 209 . 0 P2 # - 0 x2 ft. _ 0 - . x3. 0 3 ft . = 0 Mr= wdA2 2+ lx1+ / ) ( / P P2x2+p3x3+Qhd 2 2 #ft. = 5490 F.S.O.T. = 0.30 'HOLDOWNS REQUIRED T=C=[(Mot-2/3Mr)/d] # = 2405 -USE---------------- a CAL WEST ENGINEERING CIVIL AND STRUCTURAL ENGINEERING 81-159 DURANGO DR. INDIO, CA. 92201 619-342-9695 SINGLE STORY SHEAR WALL'ANALYSIS WALL NO.------------------------ FORCE INTO LINE # 11 .5 TOTAL PANEL LENGTH ALONG LINE ft. =TL= .PANEL LENGTH ft. =d= PANEL HEIGHT ft. =h= h/d = WALL UNIT SHEAR #/ft.=P/(TL)+(ZIC/Rw)h =v= WALL PANEL STABILITY: WALL WEIGHT p.s.f. =Q= ZIC/Rw = Mot=((P/TL)dh+(ZIC/Rw)Qdh"2/2) #ft. _ UNIFORM LOAD #/ft. _ pl # _ xl ft. _ p2 # _ x2 ft. _ p3 # _ x3 ft. _ Mr=(wd"2/2+plxl+p2x2+p3x3+Qhd"2/2) #ft. _ F.S.O.T. _ T=C=[(Mot-2/3Mr)/d] # _ 5622 13.00 13.00 8.00 0.62 G 450 USE---- ----------- 12 0.183 45890 K' h1 304 0 0 c 0 a ,i ;i Ya 0 0 - 0 33800 0.74 HOLDOWNS REQUIRED .. 1797 USE ---------- ------ K' h1 c a ,i ;i Ya - a NON-BEARING HEADERS BEARING HEADERS NOT.SPECIFIED SPAN (FT.SIZE SIZE SPAN (FT.) SIZE SIZE 4X WALL_ 6X WALL 4X WALL 6X WALL 4 4X4 6X6 0-3 4X4 6X6 6 4X6 6X6 OVER 3 TO -6 4X6 6X6 8 4X8 6X8 OVER 6 TO 8 4X8 6X8 10 4X10. 6X10 OVER 8 TO 10 4X10 6X10 WALL STUD SCHEDULE: TYPICAL EXTERIOR TO 10' MAX - 2X4 NO.2 DF -L @16" O/C EXTERIOR OVER 10'TO 12' MAX - 2X4 NO.1 DF -L @16" 0/C EXTERIOR OVER 12'TO 16' MAX - 2X6 NO.2 DL -L @24" O/C NOTES:. 1. USE DOUBLE TRIMMERS FOR OPENINGS" 6FT.•09,''GREATER 2. REFER TO SHEET S-1 FOR GRADES AND SPECIES OF FRAMING LUMBER 3. REFER TO SHEET S-1 FOR SHEAR WALL SCHEDULE 4. REFER TO SHEET S-1 FOR CEILING FRAMING 5. REFER TO SHEETS S-1 & S-2 FOR GENERAL NOTES AND FRAMING DETAILS 6. 6X,BEAMS MAY BE SUBSTITUTED FOR 4X BEAMS WHEN THE SAME NOMINAL. - DEPTH IS USED AT CONTRACTOR'S OPTION 7. SEE TOP PLATE SPLICE DETAIL ON SHEET 5-2. TOP PLATES SHALL BE CONTINUOUS OVER ALL BEAMS AND HEADERS U'.N.O. 8. GENERAL CONTRACTOR SHALL PROVIDE ENGINEER OF RECORD TWO SETS.OF ENGINEERED TRUSS DRAWINGS, AND LAYOUT KEYED TO THE DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. 9. ALL EXTERIOR WALLS SHALL BE SHEATHED WITH'3/8" C.D.X. PLYWOOD WITH NAILING PER SHEAR'PANEL TYPE A 'U.N.O. SEE S-1 FOR SHEAR PANEL SCHEDULE. 11. THE TRUSS MANUFACTURER SHALL VERIFY THE TRUSS CONFIGURATIONS WITH THE GENERAL CONTRACTOR. 12. THE TRUSS MANUFACTURER SHALL DESIGN THE TRUSSES FOR THE FOLLOWING. LOADS: DL=19 P.S.F. LL=16 P.S.F. 13. THE TRUSS MANUFACTURER SHALL BE ACCOUNT FOR ANY ADDITIONAL LOADS THAT RESULT FROM STUCCOED SOFFITS, HUNG ARCHES OR SOFFITS.' 14. BEAMS MAY NOT BE TAPERED OR NOTCHED WITHOUT ENGINEER'S APPROVAL. ROOF SHEATHING: 1/2" C.D.X. P.I.I. 24/0 W/10d @ 6" O/C BOUNDARY AND SUPPORTED EDGES, 12" O/C FIELD. PROVIDE BLOCKING AT ALL PANEL EDGES W/ 6" EDGE NAILING AT LOCATIONS. INDICATED ON THE PLAN. PROVIDE BOUNDARY NAILING ALONG ALL MEMBERS DESIGNATED AS DRAG♦:MEMBERS. I ! { ` i I I I i {3rd l 1. 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