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SFD (0301-225)77205 Loma Vista 0301-225 OWNER -BUILDER DECLARATION i hereby affirm under penalty of perjury that I am exempt from the Contractor's License Law for the following reason: ( ) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec: 7044, Business & Professionals Code). () I, as owner of the property, am exclusively contracting with licensed gontractors to construct the project (Sec. 7044, Business & Professionals Code). r `1 O I am exe pt under Section B&P.C. /for, this reason ' 'Date t'" Signature of Owner !1s .. / I .9 WORKER'S COMPENSATIONf CLAR TION11" , I hereby affirm under penalty of. perjury one of the `tol owing declarations: ( ) I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor/ Code_for, the: performance of the work for which this per'.mit,is'issued' ( ). I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance 'of 'the work for which this permit is issued. My workers' compensation insurance carrier & policy no. are: Carrier Policy No. , (This section need not be completed if the permit valuation is for $100.00 or less). () I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensatiop"provisions of §ection 3700 O.Lthe Labor Code, l,sh II rthwith comply with those provisions/ Date: i Applicant i / tAerA f/1 !,J(,i s'"' Warning: Failure to secure Workers' Compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to $100,000, in ad&tion,to the cost of compensation, damages as provided for in Section 3706 of the :Labor. Code, interest and attorney's fees. IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on his application. 1. Each person upon whose behalf this application is made & each person`at whose request and for whose benefit work is performed under or pursuant t any permit issued as a result of this,applicaton agrees to, & shall, indemni & hold harmless the City of La Quinta, its officers, agents and employee (D 2. Any permit issued as a result of this application becomes null and void /f work is not commenced within 180 days from date of issuance of su permit, or cessation of work for 180 days will subject permit to cancellati n. I certify that I have read this application and state that the above informatio is correct. I agree to comply with,all+City, and State laws relating to the build g construction, and hereby authorize representatives of this City to enter: upon the above-mentioned property for, inspection purposes Si nature Owner/A ent t t' Jy rlr- f Dfate g n,. ( 9 ) na -BUILDING PERMIT PERMIT# VALUATION. LOT 030-1-2215 TRACT DATE A ' !' T i_- JOB SITE % ADDRESS APN OWNER CONTRACTOR/DESIGNER/EN (NEER ➢:M 015WRO i OR , 97034 USE OF PERMIT j f C ' W oCc v p' ..t ry rc n 4,3Jti r di G WP 4"Ai8 SF eS , / .W 1 ? JIT.i,I •!LNIT e4d; J:'. i GwQ J T :,i+itY..J.i LE: ' 73 Wl"iL S, POOL. 0k, SON& 2001 CDC CUSTOM? CO1• UTRUCTION 4'Nmm BY PORCHIPATIO '760.00 Sri CARAWCARPORT 1?7110:0 B1< 991". 19f ATZI) CCk r",8.., OF CONSTRUCTION CONSTRUCTIONFRI101-000.418-000 SIA181$9 PLA:NCHECE; FES 101_000-4.1 11P-11..5 $1,40"7:83 FK& DEPOSIT 101-000=4394318 .$1,000.00 M= iANI Wiz, ME 101-000.4.21-000 $194.50 MINCIMic"AlF'RE 101.000.4ZO-000 W8.60 PLUMB= M v 01-x-41 %+-OOP xt't°lFOM .fi,10TIOW YETK - MOM 101-000-24 1-000 MAD DIE)PEE $m,0n- DEV'E1.OPE-11 I1~4PM-1 FEE 52,4010,0 ART 1141yLfBL1C'r3LAG c1 • IMML 2170-000-445-000 aa<S9d.sa >a slip. -ToTA-.. C aaftuw. ON AW 1) o..41; afrtcx. `kO Ct L PPRiYdl;f MFS ]WENOW MAR 2 6 1003 CIN OF LA ITO INTA FINANCE DEPT ; . fir....,- -..._. RECEIPT DATE//', / r BY DATE FIUALED INSPECTO INSPECTION RECORD OPERATION DATE INSPECTOR OPERATION DATE INSPECTOR BUILDING APPROVALS MECHANICAL APPROVALS Set Backs — —p Underground Ducts — 3 Forms & Footings Ducts Slab Grade Return Air Steel Combustion Air Roof Deck _ G_ Exhaust Fans O.K.toWrap d Framing F.A.U. Compressor Insulation Vents Fireplace P.L. Grills Fireplace T.O. Fans & Controls Party Wall Insulation Condensate Lines Party Wall Firewall Exterior Lath Drywall - Int. Lath Final Final POOLS - SPAS BLOCKWALL APPROVALS steel Set Backs Electric Bond Footings Main Drain Bond Beam Approval to Cover Equipment Location Underground Electric Underground Plbg. Test Final Gas Piping PLUMBING APPROVALS Gas Test Electric Final Waste Lines 2i0 Heater Final Water Piping Plumbing Final Plumbing Top Out Equipment Enclosure Shower Pans O.K. for Finish Plaster Sewer Lateral Pool Cover Sewer Connection Encapsulation Gas Piping Gas Test Appliances Final COMMENTS: . j, t/N 6 d1Z(1GX% G04V- S/ZW 400 S77iG'GILI .A6.- 77,00- Final Utility Notice (Gas) ELECTRICAL APPROVALSy, ,, Temp. Power Pole Underground Conduit Rough Wiring Low Voltage Wiring Fixtures Main Service Sub Panels Exterior Receptacles G.F.I. Smoke Detectors Temp. Use of Power Final Utility Notice (Perm) O• T CERTIFICATE OF COMPLIANCE JF Desert Sands Unified School District es'^moo 47950 Dune Palms Road Q BERMUDA DUNES O Date 3/17/03 La Quinta, CA 92253 RANCHO MIRAGE d No. 24227 (760) 771-8515 d INDIAN ESERs PALM DESERT y LAQUINTA' NDIO y O Owner Jon Harnish APN # 658-200-010 Address 77205 Loma Vista Jurisdiction La Quinta City La Quinta Zip 92253 Permit# Tract # Study Area Type Single Family Residence No. of Units 1 Lot # No. Street S.F. Lot # No. Street S.F. Unit,11 77205 Loma Vista 4748 Unit 6 Unit 2 Unit 7 Unit 3 Unit 8 Unit 4 Unit 9 Unit 5 Unit 10 Comments 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 (spaces that do not contain facilities for living, sleeping, cooking, eating or sanitation) or replacement mobile homes. It has been determined that 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 Education Code Section 17620 and Government Code 65995 Et Seq. in the amount of $2.14 X 4,748 S.F. or $10,160.72 have been paid 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 CC/Pacific Northwest Bank -Adam. Booth Check No. 1428685 Name on the check Telephone 760-341-1515 Funding Residential' By Dr. Doris Wilson Superintendent " Fee collected /exempted by Sharon MCGilvrey $10,160.72 $0.00 Payment Recd Ovet/Under Signature c ., NOTICE: Pursuant to Government Code Section 66020(d)(1), this will serve to notify you that the 90 -day approval period in which you may protest the fees or other payment identified above will begin to run from the date on which the building or installation permit for this project is issued, or from the date on which those amounts are paid to the District(s) or to another public entity authorized to collect them on the District('s) behalf, whichever is earlier. NOTICE: This Document NOT VALID if Duplicated Embossed Original - Building Department/Applicant Copy - Applicant/Receipt . Copy - Accounting 2-4 1 '1 Ar.1 FROtd ELE--_`Tkd-Ljr4L1Pel iTEd 7i b Load Calculations for Jon & Kristi Harnish Lot 22, The Enclave., La Quinta Total square feet 4,748 General lighting load 4,748 @ 3.volt-amperes 14,244 Appliance 1.0ads 2 - 20a small appliance circuits @ 1,500VA each 3,000 VA Ircuit 1 - laundry circuit 1,500 VA I - washer @ 1:500 1,500 VA 1 - dryer @ 3,500 3,500 VA 3 - garage door openers @ 800VA 2,400 VA 1 - wine cooler 1,600 VA 2 - refrigerator/freezer @ 1,800VA 3,600 VA -1 - oven/microwave combo 7,500 VA I - single oven 4,500 VA 1 - icemaker 400 VA 2 _' Linder -counter refrigerators 800 VA 2 - dishwashers 2,400 VA 2 - garbage disposals @ 350 each 700 VA Total appliance load 33,400 VA 47,644 General lighting &Appliance 1s1 10,000 g 100% 10,000 VA Remaining @ 40% _1 5058 VA HVAC loads Zone 1 5,940 Zone 2 4,020 Zone 3 9,700 Zone 4 9,700 Zone 5 4,020 Subtotal HVAC Pool and 'spa load. Landscape lighting load 88,938 divided by 240 = 370 amps Requires 400 amp service _40'058 VA 45,058 VI -k 5.940 VA 4,020 VA 9,700 -VA 9,700 VA. 4,020 VA 33,380. VA 33,380 VA 26,000 VA 4,500 VA 30,500 VA 30,500 VA TOTAL 88 938 VA CITY. OF LA QUINTA BUILDING & SAFETY DEPT., APPROVE® FOR CONSTRU TION DATE By P. L Designer: Client. Structural Calculations FOR THE HARNISH RESIDENCE - A CUSTOM HOUSE AT THE ENCLAVE MOUNTAIN ESTATES, LOT 22 77-205 LOMA VISTA LA QUINTA, CA. job ' # 4046 12/12/2002 CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION ADAM J. BOOTH ADAM J. BOOTH NASRALLAH NICHOLAS ABOUFADEL Z? eB iP SS/Ony l a - v"I0CAsf. i s No. C 05a, - Exp .,% p dD IGE 5 RAYMOND FRANGIE STRUCTURAL CONSULT 44100 MONTEREY AVE., SUITE 201C, PALM DESERT, CA. 92260 PHONE (760) 836-1000 FAX (760) 836-0856 4 .. - •"T_ I J DEIN, CRITERIA cDz ROOF LOAD -AT 4 TO 12 SLOPE: ROOF D,L., . = 24.00 psf ROOF ' L. L, = 16.00 psf TOTAL " = 40.00 psf ROOF LOAD AT 0.25 TO 12 SLOPE ROOF D.L. = 20:00 psf ROOF L.L. = 20.00 psf TOTAL = 40,00 psf, EXTERIOR WALLS = 15.00 psf INTERIOR WALLS = 10.00 psf SEISMIC ZONE 4 FAULT TYPE A Na = 1.00 APPROXIMATE 12 km TO FAULT _SOIL PROFILE TYPE Sd SEISMIC COEFFICINT .Ca = 0,44Na STRUCTURAL SYSTEM R = 4.5 SEISMIC FACTOR = (2.5 x 0,44 x 1.00 x.1.00 )/{ 1.4 x 4.5) = 0.175W. SEE CALCULATIONS FOR p FACTOR. WIND EXPOSURE C WIND SPEED 70 h MAXIMUM HEIGHT 15 ft WIND FACTOR 17.36 psf MAXIMUM HEIGHT 20 ft WIND FACTOR 18.51 psf MAXIMUM HEIGHT 25 ft WIND FACTOR 19.49 psf SOIL BEARING„ PRESSURE , 1500 psf (soils report by Sladden engineering) 1997 UNIFORM BUILDING CODE' PAGE JOB NO.: p DATE BEAM #1 -.DROP RIDGE ABOVE GREAT ROOM BEAM LENGTH 0.00 24.00 SUPPORTS .00 24.00 APPLIED LOADS : ----- UNI F LOAD = 480 =X2312) +2o PLF REACTIONS LEFT:. 5760.0 RIGHT: 5760.0 SECTION PROPERTIES: A = 84.563 IN**2 FV=165. PSI ------------------- S = 232.547 IN**3 E =1800000. PSI I = 1918.512 IN**4 DF=1.00 ANALYSIS: CRITICAL SHEAR = 5100. LBS @ 1.38 --------- FV= 165. __> 1.5*V/(A*FV*DF) _ .55 ** SPAN MAX MOM.= 34560. FT -LBS @ 12.00 FT FB=2317. ==> M/(FB*S*DF)= .77 DEFLECTION= -1.04 @ 12.00 (L/240.- 1.20) +------------------------+ USE 24F GLB 5.125X 16.5 --------------- 2 DROP BM AT REAR -OF GREAT BEAM LENGTH 0.00 13.00 SUPPORTS .00 13.00 APPLIED LOADS POINT LOAD = 5760 AT 7.5 : e --law LBS UNIF LOAD = 100 )-tzo PLF REACTIONS LEFT: 3086.9 RIGHT: 3973.1 SECTION PROPERTIES: A = 61.500 IN**2 FV=165. PSI ------------------- S = 123.000 IN**3 E =1800000. PSI I = 738.000 IN**4 DF=1.00 ANALYSIS: CRITICAL SHEAR= 3873. LBS @ 12.00 --------- FV= 165. __> 1.5*V/(A*FV*DF) .57 ** SPAN MAX MOM.= 20339. FT -LBS @ 7.50 FT FB=2400. ==> M/(FB*S*DF)= .83 DEFLECTION=, -.38 @ 6.75 (L/240.= 65) + - - - ----- - - - - -- _ JUSE'24F GLB 5.125X 12.0 v 0/ 4 +------------ - - - - -+ USE N01 DFL 6X 81 +-----------------+ 2+ DROP BM. LEFT OF GREAT ROOM BEAM LENGTH 0.00 20.00 SUPPORTS .00, ----------------------20 00 APPLIED LOADS --------------- POINT LOAD = 2805 AT 13 LBS UNIF LOAD = 380 PLF REACTIONS LEFT: 4781.8 RIGHT: 5623.3 SECTION PROPERTIES: A = 76.875 IN**2 FV=165. PSI ------------------- S = 192.188 IN**3 E =1800000. PSI I = 1441.406 IN**4 DF=1.25 ANALYSIS: CRITICAL SHEAR = 5148. LBS @ 18:75 --------- FV= 165. __> 1.5*V/(A*FV*DF) _ .49 ** SPAN MAX MOM.= 30086. FT -LBS @ 12.58 FT FB=2341. '__> M/ (FB*S*DF) _ '.64 .64 DEFLECTION= -.80 @ 10.25 (L/240.= 1.00) +=-----------------------+ - JUSE 24F GLB 5.125X 15.01 +------------------ -----+ PAGE JOB NO.: DATE 3 HDR AT BAR BEAM LENGTH 0.00 8.50 SUPPORTS .00 --------------------- 8.50 APPLIED LOADS --------------- UNIF LOAD = 660 PLF REACTIONS LEFT: 2805.0 RIGHT: 2805.0 SECTION PROPERTIES: A = 41.250 IN**2 FV='85. PSI ------------------- S = 51.563 IN**3 E =1600000. PSI I = 193.359 IN**4 DF=1.00 ANALYSIS: CRITICAL SHEAR = 2393. LBS @ .63 --------- FV= 85. __> 1.5*V/(A*FV*DF) _ 1.02 ** SPAN MAX MOM.= 5961. FT -LBS. @ 4.25 FT FB=1350. __> M/(FB*S*DF)= 1.03 DEFLECTION= -.25 @ 4.25 (L/240.= .43) +------------ - - - - -+ USE N01 DFL 6X 81 +-----------------+ 2+ DROP BM. LEFT OF GREAT ROOM BEAM LENGTH 0.00 20.00 SUPPORTS .00, ----------------------20 00 APPLIED LOADS --------------- POINT LOAD = 2805 AT 13 LBS UNIF LOAD = 380 PLF REACTIONS LEFT: 4781.8 RIGHT: 5623.3 SECTION PROPERTIES: A = 76.875 IN**2 FV=165. PSI ------------------- S = 192.188 IN**3 E =1800000. PSI I = 1441.406 IN**4 DF=1.25 ANALYSIS: CRITICAL SHEAR = 5148. LBS @ 18:75 --------- FV= 165. __> 1.5*V/(A*FV*DF) _ .49 ** SPAN MAX MOM.= 30086. FT -LBS @ 12.58 FT FB=2341. '__> M/ (FB*S*DF) _ '.64 .64 DEFLECTION= -.80 @ 10.25 (L/240.= 1.00) +=-----------------------+ - JUSE 24F GLB 5.125X 15.01 +------------------ -----+ PAGE JOB NO. DATE L BEAM#5 HDR AT FRONT OF GREAT BEAM LENGTH 0.00 6.l- --------------------------------=------------- ---------------------------------------------- SUPPORTS .00 6.qd - APPLIED LOADS D - POINT LOAD = 5760 AT 3 ;?1344-t LBS UNIF LOAD = 150 = 1 o ( k3) +Zo PLF REACTIONS LEFT: 334,.0 RIGHT: 33".0 SECTION PROPERTIES: A = 63.250 IN**2 FV= 85. PSI ------------------- S = 121.229 IN**3 E =1600000. PSI I = 697.068 IN**4 DF=1.00 ANALYSIS: CRITICAL SHEAR = 3186. LBS @ .96 --------- FV= 85. ==> 1.5*V/(A*FV*DF) _ .89 ** SPAN MAX MOM.= 9315. FT -LBS @ 3.00 FT FB=1350. ==> M/(FB*S*DF)= .68 DEFLECTION= -.04 @ 3.00 (L/240'.= .30) +------=----------+ USE NO2 DFL 6X12 ------------------- 6 ----------- -----+ 6 DROP BM OUTSIDE OF GREET BEAM LENGTH 0.00 10.00 ---------------------==----------------------- ---------------------------------------------- SUPPORTS .00 10.00 APPLIED LOADS --------------- UNIF LOAD = 220 0(1 \ t2 V PLF REACTIONS LEFT: 1100.01 RIGHT: 1100.0 SECTION PROPERTIES: A = 30.250 IN**2 FV= 85. PSI --------------------- S = 27.729 IIS**3 E =1600000. PSI I = 76.255 IN**4 PF=1.00 ANALYSIS: CRITICAL SHEAR = 999. LBS, @ 9.54 -------- FV= 85. ==> 1.5*V/(A*FV*DF) _ .58 ** SPAN MAX MOM.= 2750. FT -LBS @ 5.00 FT. FB=1200. ==> M/(FB*S*DF)= .90 DEFLECTION= -.41 @ 5.00 (L/240.= .50) -USE N01. DFL 6X 61 +-----------------+ o/t PAGE JOB NO.: DATE T 4 -tom, BEAM #7- HDR AT LEFT OF GALLERY BEAM LENGTH 0.00 10.00 ---------------------------------------------- SUPPORTS .00 10.00 APPLIED LOADS-: `l UN IF LOAD -----850 { y, ti t2 -ft 5 -0 PLF REACTIONS LEFT.: 4250.0 RIGHT: 4250.0 SECTION PROPERTIES: A = 63.250 IN**2 FV= 85. PSI -------------------- S = 121.229 IN**3 E =1600000. PSI I = 697.068 IN**4 DF=1.00 ANALYSIS: CRITICAL'SHEAR = 3435. LBS @ 9.04 -------- FV= 85. ==> 1.5*V/(A*FV*DF) .96 ** SPAN - MAX MOM.= 10625. FT -LBS @ 5.00 FT FB=1350. ==> M/(FB*S*DF)= .78 DEFLECTION= -.17 @ 5.00 (L/240.= .50) +-----------------+ USE NO2 DFL 6X12 +----------=------+ 8 DROP BM OUTSIDE OF GALLERY BEAM LENGTH 0.00 10.00 SUPPORTS .00 10.00 APPLIED LOADS --------------- ll UNIF LOAD = 340 = : v( tO +2. PLF REACTIONS LEFT: 1700.0 RIGHT: 1700.0 SECTION PROPERTIES: A = 41.250 IN**2 FV= 85. PSI ------------------- S = 51.563 IN**3 E =1600000. PSI I = 193.359 IN**4 DF=1.00 ANALYSIS: CRITICAL SHEAR 1488. LBS @ 9.38 --------- FV= 85. __> 1.5*V/(A*FV*DF) _ .64 ** SPAN MAX MOM.= 4250. FT -LBS @ 5.00 FT. FB=1350. ==> M/(FB*S*DF)= .73 DEFLECTION= -.25 @ 5.00 (L/240.= .50) IUSE N01 DFL 6X 81 +-----------------+ PAGE _I JOB NO.: DATE (BEAM #9 -RIDGE ABOVE GUEST BEAM LENGTH 0.00 18.00 ---------------------------------------------- SUPPORTS .00 18.00 APPLIED LOADS UNIF LOAD = 380 -1 J q J rv PLF REACTIONS LEFT: 3420.0 RIGHT: 3420.0 SECTION PROPERTIES: A 61.500 IN**2 FV=165. PSI ------------------- S = 123.000 IN**3 E =1800000. PSI I = 738.000 IN**4 DF=1.00 ANALYSIS: CRITICAL SHEAR = 3.040. LBS @ 1.00 --------- FV= 165. ==> 1.5*V/(A*FV*DF) _ .45 ** SPAN MAX MOM.= 15390. FT -LBS @ 9.00 FT FB=2400. ==> M/(FB*S*DF)= .63 DEFLECTION= -.68 @ 9.00 (L/240.= 90) +------------------------+ IUSE 24F GLB 5.125X 12.01 or 10 HDR AT GUEST FIREPLCE BEAM LENGTH 0.00 6.00 SUPPORTS .00 4.00 APPLIED LOADS --------------- POINT LOAD = 3420 AT 1.5 - i M_ LBS UNIF LOAD = 150 PLF REACTIONS LEFT: . 0 RIGHT: l,f649. 0 SECTION PROPERTIES: A 41.250 IN**2 FV= 85. PSI ------------------- S = 51.563 IN**3 E =1600000. PSI I = 193.359 IN**4 DF=1.00 ANALYSIS: CRITICAL SHEAR = 1841. LBS @ .63 --------- FV 85. ==> 1.5*V/(A*FV*DF) _ .79 ** SPAN MAX MOM.= 2734. FT -LBS @ 1.50 FT FB=1350.. ==> M/(FB*S*DF)= .47 DEFLECTION= -.01 @ 1.50 (L/240.= .15) +---------------- IUSE N01 DFL 6X +-----------------+ PAGE JOB NO.: DATE 11HDR AT SIDE OF BDRM-4 BEAM LENGTH 0.00 11.50 ---------------------------------------------- SUPPORTS .00 11.50 APPLIED LOADS UNIF LOAD = 300 : Lf J (1+1 ) - I:s'kV-t AD I L.- PLF REACTIONS LEFT: 1725.0 RIGHT: 1725.0 ------------ SECTION PROPERTIES: A = 41.250 IN**2 FV= 85. PSI ------------------- S = 51.563 IN**3 E =1600000. PSI . I = 193.359 IN**4 DF=1.00 ANALYSIS: CRITICAL SHEAR = 1538. LBS @ .63. ------ FV= 85. __> 1.5*V/(A*FV*DF) _ .66 ** SPAN MAX MOM.= 4959. FT -LBS @ 5.75 FT FB=1350. ==> M/(FB*S*DF)= .85 DEFLECTION= -.38 @ 5.75 (L/240.= .57) +------------ - - - - -+ JUSE N01 DFL 6X 81 +-----------------+ 12 BM OUTSIDE GUEST BEAM LENGTH 0.00 14.00 SUPPORTS .00 14.00 APPLIED LOADS --------------- UNIF LOAD = 140 PLF REACTIONS LEFT: 980.0 RIGHT: 980.0 SECTION PROPERTIES: A = 41.250 IN**2 FV= 85. PSI ------------------- S = 51.563 IN**3 E =1600000. PSI I = 193.359 IN**4 DF=1.00 ANALYSIS: CRITICAL SHEAR = 893. LBS @ 13.38 --------- FV= 85. ==> 1.5*V/(A*FV*DF) _ .38 ** SPAN MAX MOM.= 3430. FT -LBS @ 7.00 FT FB=1350. ==> M/(FB*S*DF)= .59 DEFLECTION= -.39 @ 7.00 (L/240.= .70) +-----------------+l USE N01 DFL 6X ! -----------------+ PAGE JOB NO. DATE HDR FRONT OF MORNING ROOM BEAM LENGTH 0.00 11.50 SUPPORTS 00 11.50 APPLIED LOADS ---------------- POINT LOAD = LBS UNIF LOAD = 100 PLF REACTIONS-: LEFT: 1415.0 RIGHT: 1415.0 SECTION PROPERTIES: A = 52.250 IN**2 FV= 85. PSI ---------=--------- S =82.729 IN**3 E =1600000. PSI I = 392.964 IN**4 DF=1.00 ANALYSIS: CRITICAL SHEAR = 1336. LBS @ .79 --------- FV= 85. __> 1.5*V/(A*FV*DF) _ .45 ** SPAN MAX MOM.= 6483. FT -LBS @ 5.75 FT FB=1350.==>.M/(FB*S*DF)= .70 DEFLECTION= -.21 @ 5.75 (L/240.= '.57) +-----------------+ USE N01 DFL 6X10 +-----------------+ 14 RIDGE BM. AT ENTRY TOWER BEAM LENGTH 0.00 15.00 ---------------------------------------------- SUPPORTS .00 15.00 APPLIED LOADS --------------- UNIF LOAD = 240 c}.pK (l�y , ,v PLF REACTIONS LEFT: 1800.0 RIGHT: 1800.0 SECTION PROPERTIES: A.= 39.375 IN**2 FV= 95. PSI ------------------- S = 73.828 IN**3 E =1700000. PSI I = 415.283 IN**4 DF=1.00 ANALYSIS: CRITICAL SHEAR = 1575. LBS @ .94 --------- FV= 95. ==> 1.5*V/(A*FV*DF) _ .63 ** SPAN MAX MOM.= 6750. FT -LBS @ 7.50 FT FB=1250. ==> M/(FB*S*DF)= .88 DEFLECTION= -.39 @ 7.50 (L/240.= .75) 1USE NO2 DFL 4X121 +-----------------+ _ PAGE JOB NO. DATE : t yf da 16 HDR REAR OF STUDY BEAM LENGTH.0.00 9.25 SUPPORTS .00 9.25 APPLIED LOADS --------------- UNIF LOAD = 545 -40-Y_ Zf z Z.. , PLF REACTIONS LEFT: 2520.6 RIGHT: 2520.6 SECTION PROPERTIES: A = 52.250 IN**2 FV= 85. PSI ------------------- S = 82.729 IN**3 E =1600000. PSI I = 392.964 IN**4 DF=1.00 ANALYSIS: CRITICAL SHEAR = 2089. LBS @ .79 ------- FV= 85. ==> 1.5*V/(A*FV*DF) _ .71 ** SPAN MAX MOM.= 5829. FT -LBS @ 4.63 FT FB=1350. ==> M/(FB*S*DF)= .63 DEFLECTION= -.14 @ 4.63 (L/240.= .46) +-----------------+ USE N01 DFL 6X10 +-----------------+ 15 TYP. HDR FRONT AND REAR OF ENTRY TOWER BEAM LENGTH 0.00 6.50 SUPPORTS .00 6.50 APPLIED LOADS --------------- POINT LOAD = 1800 AT 3.25 P LBS UNIF LOAD = 100 !S G • -Q PLF REACTIONS LEFT: 1225.0 RIGHT: 1225.0 SECTION PROPERTIES: A = 41.250 IN**2 FV= 85. PSI S = 51.563 IN**3 E =1600000. PSI I = 193.359 IN**4 DF=1".00 ANALYSIS: CRITICAL SHEAR 1163. LBS @ .63 -------- FV= 85. ==> 1.5*V/(A*FV*DF) .50 ** SPAN MAX MOM.= 3453. FT -LBS @ 3.25 FT FB=1350. ==> M/ (FB*S*DF) = .60 DEFLECTION -.07 @ 3.25 (L/240.= .32) +-----------------+ :USE N01 DFL 6X 81 +-----------------t PAGE )3 -J-0 JOB NO. l Do DATE 17 HDR FRONT OF STUDY BEAM LENGTH 0.00 7.25 SUPPORTS 00 7.25 APPLIED LOADS UNIF LOAD = 480 .4 0 )P t 1(-)Y- -tb - `. PLF REACTIONS LEFT: 1740.0 RIGHT: 1740.0 SECTION PROPERTIES: A = 32.375 IN**2 FV= 95. PSI ------------------- S = 49.911 IN**3 E =1700000. PSI I = 230.841 IN**4 DF=1.00 ANALYSIS: CRITICAL SHEAR = 1370. LBS @ .77 ------- FV= 95. __> 1.5*V/(A*FV*DF) _ .67 ** SPAN MAX MOM.= 3154. FT -LBS @ 3.63 FT FB=1250. __> M/(FB*S*DF)= .61 DEFLECTION= -.08 @ 3.63 (L/240.= .36) +-----------------+ USE NO2 DFL 4X10 +------------- ---+ 18 HDR FRONT OF STUDY BEAM LENGTH 0.00 6.25 SUPPORTS .00 6.25 APPLIED LOADS UNIF LOAD = 480 AoJz.0V, 4 PLF REACTIONS : LEFT: 1500.0 RIGHT: 1500.0 SECTION PROPERTIES: A = 25.375 IN**2 FV= 95. PSI ------------------- S = 30.661 IN**3 E =1700000. PSI I = 111.148 IN**4 DF=1.00 ANALYSIS: CRITICAL SHEAR- 1210. LBS @ .60 FV= . 95. / (A FV DF) .75 ** SPAN MAX MOM.= 2344. FT -LBS @ 3.13 FT FB=1250. __> M/(FB*S*DF)= .73 DEFLECTION= -.09 @ 3.13 (L/240.= .31) +-------------- -+ USE NO2 DFL 4X 81 +-----------------+ PAGE JOB NO.: DATE VD 19 FL. BM. AT GALLERY # 2 - BEAM LENGTH 0.00 0 SUPPORTS .00 .004-'l APPLIED LOADS --------------- UNIF LOAD = 1130`L D PLF REACTIONS LEFT: r5.0 RIGHT: 0 SECTION PROPERTIES: A = 61.500 IN**2 FV=165. PSI ------------------- S = 123.000 IN**3 E =1800000. PSI I = 738..000 IN**4 DF=1.00 ANALYSIS: CRITICAL SHEAR = 5085. LBS @ 1.00 --------- FV= 165. ==> 1.5*V/(A*FV*DF) _ .75 ** SPAN MAX MOM.= 17091. FT -LBS @ 5.50 FT FB=2400. ==> M/(FB*S*DF) .69 DEFLECTION= -.28 @ 5.50 (L/240.= .55) +------------------------+ IUSE 24F GLB 5.125X 12.01 Q 20 HDR RIGHT OF BDRM # 2 AND #3 BEAM LENGTH 0.00 6.75 SUPPORTS .00 6.75 APPLIED LOADS --------------- UNIF LOAD = 1000 PLF REACTIONS LEFT: 3375.0 RIGHT: 3375.0 SECTION PROPERTIES: A = 52.250 IN**2 FV= 85. PSI ------------------- - = S 82.729 IN**3 E =1600000. PSI I = 392.964 IN**4. DF=1.00 ANALYSIS: CRITICAL SHEAR = 2583. LBS @ .79 ------ FV= 85. ==> 1.5*V/(A*FV*DF) _ .87 ** SPAN MAX MOM.= 5695. FT -LBS @ 3..38 FT FB=1350. ==> M/(FB*S*DF)= .61 DEFLECTION= -.07 @ 3.38 (L/240.= .'34) +-----------------+ USE N01 DFL 6X10 +------------------ , .4 % lv rc- PAGE : 6-) IL JOB NO.: dD DATE 21 TYP. HDR AT LEFT ELEVATION BEAM LENGTH 0.00 5.25 SUPPORTS 00 5.25 APPLIED LOADS.: --------------- UNIF LOAD = 1000 PLF REACTIONS LEFT: 2625.0 RIGHT: 2625.0 SECTION PROPERTIES: A = 41.250 IN**2 FV= 85. PSI -------------------- S = 51.563 IN**3 E =1600000. PSI I = 193.359 fN**4 DF=1.00 ANALYSIS: CRITICAL SHEAR = 2000: LBS @ 4.63 --------- FV= 85.. __> 1.5*V/(A*FV*DF) _ .86 ** SPAN MAX MOM.= 3445. FT -LBS @ 2.63 FT FB=1350. __> M/(FB*S*DF)= .59 DEFLECTION= -.06 @ 2.6.3 (L/240.= .26) +-----------------+ USE N01 DFL 6X 81 +-----------------+ LATERAL ANALYSIS 09 C)gi SECTION #1 LONGITUDINAL I L l 'V 4 WIND PRESSURE, P = Ce Cq qs Iw 10.00 FT PLATE HEIGHT = 18.5 FT ROOF HEIGHT = 18.51 FT P = 1.13 (1.3)(12.6)= 250 PLF WIND LOAD = 18.51x 18.5 -10.00/2) DESIGN BASE SHEAR, V = 2.5 Ca I W / R, I = 1 • :Ca = .44 Na Na = 1 175W V = 2.5X.44XW/1.4X4.5= 263 PLF SEISMIC LOAD = 0.175 x 24x48 + 15x2x7 + 10.00x2x7 = 263 PLF ' SEISMIC GOVERNS= 82 PLF RODF DIAPHRAGM V =263 30 /2( 48 12 O.0 USE: 15/32" CDX RATED UNBLKD 24/0 W/8d COMMON NAILS AT 6", 6"' 617 LBS CHORD FORCE = 263(30)(30) / 8 48 = SPLICE W/ 16d SINKER NAILS AT 16" 0/C (STANDARD CONS TR UC TION) SECTION # 2 LONGITUDINAL WIND PRESSURE, P = Ce Cq qs Iw 10.00 FT PLATE HEIGHT. = 14 FT ROOF HEIGHT = 17.36 PSE P = 1.06 1.3 12.6 = 156 PLF WIND LOAD — 17.36x 14.00 - 10.00/2 = DESIGN BASE SHEAR, V = 2. S Ca 1 W / R, 1=1 Ca = .44 Na Na = I 175 W V= 2.5 X.44XW11.4X4.5 SEISMIC LOAD — 0 175 x ((24x20) + (15x2x5) + (IOx2x5)) _. 128PLF 156 PLF WIND GOVERNS = 74 PLF ROOF DIAPHRAGM V = 156(l USE: 15/32" CDX RATED UNBLKD 24/0 W/8d COMMON NAILS AT 6", 6"31 "O -C LBS CHORD FORCE = 156 l7 17 / 8 18 SPLICE WITH 16d SINKER NAILS @ 16 0. C. S.v-L s SECTION # 1 TRANSVERSE WIND..PRESSURE, P = Ce Cq qs Iw PLATE HEIGHT = 10.00 FT ROOF HEIGHT = 18.5 FT P = 1,13(1.3)(12,6) = 18 S1FT WIND LOAD = 18.51x ( 18.5 - 14.00/2 = 213 PLF DESIGNBASE SHEAR, V = 2.5 Ca I W I R, 1=1 Ca =.44 Na Na = 1 V = 2.5X.44XW/1.4X4.5 = .175W SEISMIC LOAD = 0.175 x ((24x28)(15x2x7)+ (10.00x2x7)) = 179 PLF WIND GOVERNS = 213 PLF ROOFDIAPHRAGM V =213(26) / 2(28) = 99 PLF USE: 15/32" CDX RATED UNBLKD 24/0 W/8d COMMON NAILS.AT 6", 6", 12"O.0 CHORD FORCE = 213(26)(26)/ 8(28) _ 642 LBS SPLICE (8) 16d SINKER NAILS PER TOP PLATE SPLICE SECTION # 2 TRANSVERSE WIND PRESSURE, P = 'Ce Cq qs Iw ' PLATE HEIGHT= 10.00 FT ROOF HEIGHT = 15 FT P = 1.06(1.3)(12.6) = 17.36 PSF WIND LOAD = 17.36x ( 15.00 - 10.00/2 = 174 PLF 1 DESIGN BASE SHEAR, V = 2.5 Ca I W / R, 1=1 Ca = .44 Na Na = 1 V= 2.5 X.44 X W / 1.4 X 4.5 = .175W SEISMIC LOAD = 0.175 x (f24x24)(15x2x5) ±(IOx2x5)) _ 145 PLF WIND GOVERNS = - 174 PLF ROOF DIAPHRAGM V = 174(24) 12L24) = 87 PLF USE: 15/32''CDX RATED UNBLKD 24/0 W/8d COMMON NAILS AT 6 ", 6 ", 12 "0. C CHORD FORCE = 174(24)(24) / 8(24) = 522LBS SPLICE W/ 16d SINKER NAILS AT 16" O/C (STANDARD CONSTR UCTI019 LATERAL ANALYSIS T SHEAR WALL #1L 'J- @ RIGHT OF GREAT ROOM - SEISMIC LOAD x o A, 4700 LBS MAX, DRAG LOAD = 3572 LBS USE "CONT. PLYW OD TYPE 10ABOVOPENING" '"';j 5" r-- - () 5 g A M. ! '. p SHEAR WALL #2L t' t. %C, 1. l 0 . y . sD- . @LEFT OF GREAT ROOM. SEISMIC LOAD = 235(32/2)= 3760 LBS USE SIMPSON STRONG WALL, (3) SW24-8 .t,. USE "CONT. PLYWOOD TYPE SHEAR WALL #3L @ RIGHT OF KItC4,JEN„ SEISMIC LOAD = 20Q7/2)(1/2) - d r 1789 LBS USE SHEAR WALL TYP 10 USE 518” DIAMETE , 12 " LONXA OR BOLTS AT 48 " 0. C MAX. DRAG LOA= 716LBS USE (8) 16d VVkER NAILS PER TOP PLAXSPLICE MAXI _ LIFT = - 2230 LBS USE SIMPSON HPAHD22 AT EACH END OF PANEL SHEAR WALL # 4L @ LEFT OF GALLERY SEISMIC LOAD = 263(39/2)(1/21= 2565 LBS SHEAR WALL LENGTH = 8 FT SHEAR WALL TYPE, 2565/8 = 321 PLF USE SHEAR WALL TYPE 11 USE 5/8" DIAMETER * 12" LONG ANCHOR BOLTS AT 32" O.C. MAX. DRAG LOAD'= 1025 LBS - USE (10)16d SINKER NAILS PER TOP PLATE SPLICE. MAXIMUM UPLIFT = ' 490 LBS USE SIMPSON HPAHD22 AT EXT: END AND HPA35 AT INT. END OF PANEL LATERAL ANALYSIS SHEAR WALL #5L @ RIGHT OF DIN. TOTAL LOAD= 263(39/2 1/3 USE SIMPSON STRONG WALL 32- r V allowable = MAXIMUM DRAG LOAD = USE "CONT. PLYWOOD E 10ABO OP NG" - { , SHEAR WALL #61, @ LEFT OF FOYER SEISMIC LOAD = 263(39/2)(1/3) _ 1710 LBS USE SIMPSON STRONG WALL, (2) SWe8 1-x --c 'V(allowable) = 1610+1610 = 3220 LBS MAXIMUMDRAG_LOAD = _ _ _ 1923 LBS USE ."CONT. PLYWOOD TYPE 10 ABOVE OPENING" SHEAR WALL #7L @ RIGHT OF MASTER BEDROOM SEISMIC LOAD = 263(32/2) = f 4208 LBS USE - ryt l` .`` c = 1 •fi b MAXIMUM DRAG LOAD = 923 LBS " E 10 BOVE tv f bvfi 12'` A .6,e SHEAR WALL #8L @ SIDE OF HIS / RS & BFip" ROOM-2 QFTCTv r T (IAn= ZI9R/ll/ )7 r D 3rlZAtC WALL Lr ri = 14.Jt04-0r 1 = SHEAR WALL T E 6 /26.5 = 288 PLF USE SHEAR WALL OT11 5/8" DIAMETER, 2" G LTS MAX. DRAG LO — 1600 LBS USE (16)16d SIN NAIL PER TOP PLATE LICE. MAXIMUM UPL F = 1320 LBS USE SIMPSON 35AT EACH END OF THE PANEL. 02 go , g LATERAL ANALYSIS SHEAR WALL #9L 2 (7u, RIGHT OF GARAGE SEISMIC LOAD = 263(58/2) = 7627 LBS SHEAR WALL LENGTH = 12'-0"+12`-0"= 24 FT . SHEAR -WALL TYPE, 7627/24 = 318 PLF USE SHEAR WALL TYPE 11 USE 518 " DIAMETER 12 " LONG ANCHOR BOLTS AT 32 "0. C. MAX. DRAG LOAD _ 1900 LBS USE "CONT. SHEAR TR USS ABOVE PLATE" MAXIMUM UPLIFT = 2288 LBS USE SIMPSON HPA35 AT EACH END OF PANEL. SHEAR WALL #IOL @ GARAGE OPENING SEISMIC LOAD = 263(28/2) = 3682 LBS USE SINGLE,WALL GARAGE PORTALS, (SW22 8-4)+(SW22 8-#+(SW16 84 V(allowable)== 1245+1995+1995 = 5235 LBS MAXIMUM DRAG LOAD = _ _ _ 1923LBS USE "CONT. PLYWOOD TYPE 10 ABOVE OPENING"' SHEAR•WALL #11L I w @ LEFT OF ENTRY SEISMIC. LOAD = 12815/2) = 960 LBS USE SIMPSON STRONG WALL SW24-9 V(allowable) = 1585 LBS" MAXIMUM DRAG LOAD = 475LBS USE "CONT. PLYWOOD TYPE 10 ABOVE OPENING" SHEAR WALL #12L @ RIGHT OF ENTRY SEISMIC LOAD = 128 17/2 = USE SIMPSON STRONG WA LN V(Allnwahla) = USE "CONT. -PLYWOOD AYOVE OPENINGS" SHEAR WALL #13L LEFT OF BATH_ 4 SEISMIC FORCE,' 128(1/2)(16/2) _ .512 LBS LATERAL ANALYSIS SHEAR WALL LENGTH = 3 FT+3 FT = 6 FT SHEAR WALL TYPE, 512/6 = 86 PLF USE SHEAR WALL TYPE 10 USE 518 " DIAMETER 12" LONG ANCHOR BOLTS AT 48 " 0. C. MAX. DRAG LOAD = 170 LBS USE CONT. "PLYWOOD TYPE 10 ABOVE OPENING" MAXIMUM UPLIFT = 775 LBS USE SIMPSON HPAHD22 AT EACH END OF EACH PANEL. SHEAR WALL #14L @ RIGHT OF BATH 4 / BEDROOM 4 WIND FORCE, 156(24/2) = 1872 LBS SHEAR WALL LENGTH = 6 FT SHEAR WALL TYPE, 1872/6 = 312 PLF USE SHEAR WALL TYPE 11 USE 518" DIAMETER 12" LONG ANCHOR BOLTS AT 32 "0. C: MAX. DRAG LOAD = 1080 LBS USE (10)16d SINKER NAILS PER TOP PLATE SPLICE. MAXIMUM UPLIFT = 3120 LBS USE SIMPSON HPA35 AT EACH END OF PANEL. SHEAR WALL #15L (a LEFT OF BEDROOM 4 WIND FORCE, 156(18/2) = 1410 LBS SHEAR WALL LENGTH = 3 FT + 4 FT = 7 FT SHEAR WALL TYPE, 1410/7 = 202 PLF USE SHEAR WALL TYPE 10 USE 518 " DIAMETER 12 " LONG ANCHOR BOLTS AT 48 " 0. C. MAX. DRAG LOAD '= 550 LBS USE 16d SINKER NAILS AT 16 " 0. C. (STANDARD CONSTR UCTION) MAXIMUM UPLIFT = 2020 LBS USE SIMPSON HPAHD22 AT EACH END OF EACH PANEL. HIM Ful VL(: ;e( lu;z Id:llj LATERAL ANALYSI R WALL #lT F*()N'T OF GREET Ll -3 26/2 M2m=A_Q.__ J SHRA&,V_Al__l LENGTH, - J6 'JFT 2769 LBS 12 FT S AR),VAUL_TYPE, 2769/12 231 PLF USE SHEAR WA L L TkPE.1 0 USE 518" DIAMETEN, 12" LONG ANCHOR BOLn. A T 48 0. C. MAX. DRAG M2,60 7 16 LB USE (8) 1 6d siNKER Ar,4 ILS PER Top PLA rispLICE LIPLIFT _2230 LB L USE SIMPSON'HPAHD22 AT EACH END Ole .EACH PANEL WALL #2T it -EAR -OF GREAT )MM LOA - 213(48/2) 5 112 LBS tl5LSlMMA*#-9 T R W5 M14 M%j WTV Ar%jE.:L==ii P + MAXI M DRAG LOAD 3.00Q LBS USE ""CONT PLYWOOD TYPE 10 A. OPENING" MUMWALL#3T 4-r - 1, L 6, @-1 RGNT OF DINING -OeA VAC LOAD-= 213(34/2) :SHEAR WALL LENGTH I IFT 2WALL TYPE, 3621 /1-1 329'PLF USE SHEAR WALL TYPE I1 USE: 5/3" DIAMETER, 1211 LANG ANCHOR BOLTS AT 32"O.C. DRAG. LOAD USE: (I 2) I 6d SINKER NAILS PER TOP PLATE SPLICE. 'MAXM.M UPLIFT - 3290 LBS USE- SIMPSON 11PA 35 AT EACH END OF ME PANEL. 0 crici reit uc - cf uc ac. 4zl :SHR :WAT,L #4T -QAD_= 17a(38/2A= ___.. _.--- --•-' :,. • .. — WALL L.I✓NC7TFT.= _..._ — . ..... ._ _. ..._ .._ 3:iU6-L.LiS _..... 20 FT .......... 20=- _ r _—_— —.1.66 PL E BAR wALL TYPE .l U % US.E -(16)1 d ,SINKERS PER TOP . LA ' SPLICE IN IET—--------- --' 166QIU 5'IMPSON HPA3S ATE' 'REND MUAA #sr 1'OF"A o ''Si1,0AD = l 7 2 — _------- - -- -- 2-6 a` &A A_'LLLENGTH = k4±5). _— . .-- 9 FST -M PLF $E SHEAR WALL TYPE 12, *&-V*';DIAMETER '. 12" LONG ANCHOR.RO•L.TSA.T jX' O.C. 2 ►'Sl LOAD 1.6d PF.R TOP PL. SPLICE Pi 17 AT EACH END OF PANEL, ;LMI',S'CJN. :: • fho 22 - WALL #6T LE ATL LOAD = (3)(230 k/2) AL JINal 42 F'r .•. 'V-S.E.-SHEAR WALL TYPE "i.ES18"' DIArNF.TER I2" 1:ON(i.ANCHOR BOLT,SA73O.C. 121.9 La U:fj2)'6d PER TOP PL. SPLICE ! PLIFT __----_- , ...- 460 LBS :J1 IP•. SUN HPAHD,2,2 ,AT .F,ACH END OF PANEL. LATERAL ANALYSIS SHEAR WALL #7T SEISMG LOAD = (230)1 tj ('I r -lo I Lir-k- V)e Ac; Ite- IdgM WALL TYPh, 10621-1-:0 z,4i rir USE SHEAR WALL TYPE - 10 USE MAX, MAG LOAD 1219 LBS USE (12)."16d PER TOP PL. SPLICE gdxj". UPLIFT 2140 USE SIMPSON ffPAHD22 AT EACH END OF PANEL. &UARiVALL#8T 0 REAR;QF ENTRY Uig ND LOAD = I'211) — ------ L704 _[M .11,5FT USE SH44)? WALL TYPE 10 =.S18! DIAMETER 12" LONG ANCHOR B OL M, A T 48 0.0 W& DkAGL QAD 1219 LBS :... USE (I 2).16d PER TOP PL. SPLICE 4"MMUM UPLIFT = ....7480 L OB SIMPSDAr MPAHb22 ATA40H END OF PANEL. SULARVALL Q FRNTRYONT,O' L WIND LOAD = 213(10/2)+174(13 /2) 2196 LBS SHEAR WALL LENGTH m 11.5 FT SHEAR WALL ME, 2196/11 5191 LB SH44B WALL TYPE 10 USE 1/8R BOLn- A T48 U. U :',DIAMETER 12" LONG ANCHO kAX, 12RAG LOAD = 219 LBS SAT USE ]6d,51NKEP- 16 0. C. (STANDARD CONSTRUCTION) UCTION) mAjamu YpFT a 1910 LBS USE SIMPAbN HPA 35 AT EACH END OF PANEL. )LATERAL ANALYSIS Ori rue Val- ci tic 4.r ll, .*1-v2 s, WIND 06D- FT ' SAAR WAf LENGTH = _ -- - -- --- fi';js•tz NVALL TYPE. 2196/11.5 = __^ —11.5 -, 191 LB `USE SHEAR WALL TYPE 10 USE SB" DIAMETER 12 " LONG ANCHOR BOLTS AT 48 " O. C. . M6X. 12&AG LO _ ---- - '--- -- -219 LBS '..(ISE 16d SINKF.RSAT 16" 0. C. (STANDA.Rn CONSTRUCTION) ALtxzmum UPLIFT- 19 D L -` : USE SIMPSON HPA35 AT EACH END OF PA NFL WEAR WALL 01IT ,FR T. MND LOAD. 213( $ 2) =-------- lyl7 LBS — HEAR). LEI?j = (2)3: FT WI GT' F SHE WALL TYPE 1917/6 _ -- _— 318 USE SHEAR WALL TYPE 11 USE' S18" DIAMETER 12 " LONG ANCHOR .BOLLS AT 32 " O, C. ::: wj; ,, RA►G LQ = - _. _— ._..--- -- . . .. 761 LBS. USE 16d SINKERS AT 16" O.C- (STANDARD CONSTRUCTION) vii U LIF . _ , — 3189 -LBS :- • ` • USE HPAHD22 HOLDOWN AT•,EACH END OF EACH PANEL s, r .. .. . ...._........, •,...,.>l::raw . Raaii itroFiL' : iW ,ei a EL SI e,yi4 QJfldJ i 'i ::t 1F C r mf. fr To specify your title block on Tit1e : Job # DDate: 8:15PM, 22 FEB 03 these five lines, use the SETTINGS Description ption main menu selection, choose the Printing & Title Block tab, and ent Scope your title block information. Rev: 550100 Page 1 user: icw-os048s8.Ver 5.5.o.25sep-2001 Steel Column (c)1983.2001 ENERCALC Engineering Software Description S.W.#2 front of morning room General information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Steel Section WBX21 Fy 36.00 ksi X -X Sidesway : Sway Allowed Duration Factor 1.330 Y -Y Sidesway : Sway Allowed Column Height 8.000 ft Elastic Modulus 29,000.00 ksi End Fixity Fix -Free X -X Unbraced 8.000 ft Kxx 2.000 Live & Short Term Loads Combined Y -Y Unbraced 8.000 ft Kyy 2.000 Loads 21.60 ksi 28.73 ksi Axial Load... 21:60 ksi 21.60 ksi Dead Load 0.10 k 21.60 ksi Ecc. for X -X Axis Moments 0.000 in Live Load 0.10 k 0.00 ksi Ecc. for Y -Y Axis Moments 0.000 in Short Tenn Load k 21.11 ksi Fb:yy : Allow [F1-6] Point lateral Loads... DL LL ST Height Along Y -Y (strong axis moments) Fb:yy : Allow [F1-7] & [F1-8] 4.000 k 8.000 ft Along X -X ( y moments ) 27.00 ksi k ft Column Design OK Section: W8X21, Height = 8.O0ft, Axial Loads: DL = 0.10, LL = 0.10, ST = 0.00k, Ecc. = 0.000in Unbraced Lengths: X -X = 8.00ft, Y -Y = 8.00ft Combined Stress Ratios Dead Live DL + LL DL + ST + (LL if Chosen) AISC Formula H1 -1 AISC Formula H1 - 2 AISC Formula H1 - 3 0.0025 0.0025 0.0051 0.7387 XX Axis : Fa calc'd per 1.5-2, K*Ur > Cc XX Axis : I Beam, Major Axis, UrT < (102,000 ` Cb / Fy)".5, Fb = 0.6 Fy (1 XX Axis : I Beam, Major Axis, Fb using 1.5-7 Governs, Fb = 12,000 Cb Af / YY Axis : Fa calc'd per 1.5-2, K`Ur > Cc YY Axis : I Beam. Minor Axis. Passes 1.5.1.4.1 Para 2. Fb = 0.75 Fv Stresses Allowable & Actual Stresses Dead Live DL + LL DL + Short Fa: Allowable 6.42 ksi 6.42 ksi 6.42 ksi 8.55 ksi fa : Actual 0.02 ksi 0.02 ksi 0.03 ksi 0.03 ksi Fb:xx : Allow [F1-6] 21.60 ksi 21.60 ksi 21.60 ksi 28.73 ksi Fb:xx: Allow [F1-7] & [F1-8] 21:60 ksi 21.60 ksi 21.60 ksi 28.73 ksi fb : xx Actual 0.00 ksi 0.00 ksi 0.00 ksi 21.11 ksi Fb:yy : Allow [F1-6] 27.00 ksi 27.00 ksi 27.00 ksi 35.91 ksi Fb:yy : Allow [F1-7] & [F1-8] 27.00 ksi 27.00 ksi 27.00 ksi 35.91 ksi fb : yy Actual 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi Analysis values F'ex : DL+LL. 49,518 psi Cm:x DL+LL 0.85 Cb:x DL+LL 1.75 F'ey : DL+LL 6,425 psi Cm:y DL+LL 0.85 Cb:y DL+LL 1.75 F'ex : DL+LL+ST 65,859 psi Cm:x DL+LL+ST 0.85 Cb:x DL+LL+ST 1.00 F'ey : DL+LL+ST 8,545 psi Cm:y DL+LL+ST 0.85 Cb:y DL+LL+ST 1.75 Max X -X Axis Deflection -0.540 in at 8.000 ft Max Y -Y Axis Deflection 0.000 in at 0.000 ft To specify your title block on Title : Dsgnr .lob # Date: 8:15PM, 22 FEB 03 these five lines, use the SETTINGS Deescription : - main menu selection, choose the . Printing & Title Block tab, and ent Scope: your title block information. • • Rev ssoloo . User. KW-0604868. Ver 5.5.0. 25-Sep-2001 Steel Column, Page 2 (c)1983 2001 ENERCALC Engineering Software Description S.W.#2 front of morning room Section Properties W8X21 Depth 8.28 in Weight 20.92 #/ft I-roc 75.30 in4 Width 5.270 in Area 6.16 in2 I-YY 9.77 in4 Web Thick 0.250 in Rt 1.410 in S-roc 18.188 in3 Flange Thickness 0.400 in S-YY 3.708 in3 r-roc 3.496 in r-YY 1.259 in y y specify our title block on Title : Job # To s P y Dsgnr: Date: 8:17PM, 22 FEB 03 these five lines, use the SETTINGS Description main menu selection, choose the Printing & Title Block tab, and ent Scope: your title block information. , Rev o,00 pole Embedment in Soil Page 1 • User. KW060-4868, Ver 5.5.0.25 -Sep -2001 (c)1983.2001 ENERCALC Engineering Software Description sm. #2 front of morning room General Information - Allow Passive 300.00 pcf Applied Loads... Max Passive 1,500.00 psf Point Load 2,000.00 lbs Load duration factor 1.330 distance from base 8.000 ft Pole is Rectangular Width 30.000 in Distributed Load 0.00 #/ft No Surface Restraint distance to top 3.000 ft distance to bottom 0.000 ft Summary Moments @ Surface... Point load 16,000.00 -.ft- Total Moment 16,000.00 ft - Distributed load 0.00 Total Lateral 2,000.00 lbs ` Without Surface Restraint... Required Depth 5.132 ft Press @ 113 Embed... Actual 698.25 psf ' Allowable 682.57 psf 12''Ot KAH 6? r 4---. Of V -M -'A C4, - t j Q "- P.O. BOX 1504 No. 1©82 BI6i;ld ng 77-205 Loma. Vist'a 78-105 CALLE ESTADO Address LA QUINTA,'CALIFORNIA 92253 Owner Mailing Ohio .Citizens Investment Corp-. BUILDING: TYPE CONST: OCC: GRP. Address 77-350 A -version Pernand® A.P. Number 631"'810`°010 - City — Zip Tel. L Quinta 92253 Legal Description Loi ? '"T 25 37 Contractor. Project Description Cons r';t tion Trailer Rancho Capistrano Dev. Corp. , Address _. P'. 'Oa Box 980 City Zip'" Tel.: ` LaOuinta 92253 564-9,705 State Lic. City 7" & Classif. 597975 Lic. # 1596 Sq. Ft. 3 ° x .20' ' No. • No. Dw. : Size - • •- - -Stories • Units Arch., Engr.; - Designer New ❑ Add ❑ Alter ❑ Repair ❑ Demolitiori'O 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 7000) of Division bitthe Business chid Professions Code, and my license is in full force and effect.' .'e:Edcl lf:Ci SIGNATURE DATE •' _ _ OWNER -BUILDER DECLARATION Estimated VfllUatlOn 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 :requires the applicant for such permit.to rile a signed statement that he is licensed pursuant to PERMIT - AMOUNT 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 Plan Chk- Dep. subjects the applicant to'a civil penalty of not more than rive hundred dollars ($500). . ❑ I, as owner of the property, or my employees with wages as their sole compensation, will: , Plan Chk. Bal. do the work, and the structure is not intended or offered for sale. (Sec: 7044,-Buisness and Const. _ 20T. LIf Professions Code: The Contractor's License Lawdoes not apply, to an owner of property who builds or improves thereon and who does such work himself or through his own employees, Mech provided that' such improvements are .not intended or offered for sale. If, however, -.the, building . - Q or improvementis sold within one year. of completion, the owner -builder will have the burden Electrical of proving that he did not build or Improve for the purpose of sale.) i I, as owner of the property, am exclusively contracting with licensed contractors to coo- Plumbing ; • r 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' S.M.I:. l f such projects. with a contractor(s) licensed pursuant to the Contractor's License Law.) _ S C1I am.exempt under Sec. B. & P.C. for this reason Grading' t Driveway Enc. Date • Owner Infrastructure a • WORKERS' COMPENSATION DECLARATION' l hereby affirm'that I `have a certificate of consent to self -insure, of a certificate of Worker's Compensation Insurance, or a'certified copy thereof. (Sec. 3800, Labor Code.) , - - PoCy No. 4 :Company- dCopy is filed with the city. ❑ Certified copy is hereby furnished. _ TOTAL Z U U. U V - CERTIFICATE OF EXEMPTION FROM REMARKS 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. l , Date' 'L_'Owner NOTICE TO APPLICANT: If, after making this Certificate of Exemption'. you should become • .ZONE: • 'BY:,- ' subject to the Workers' Compensation .provisions of the Labor Code, you must forthwith'- Minimum Setback Distances: - comply with such provisions or this permit shall be deemed revoked. - . . Front Setback from Center Line Rear.Setback from Rear Prop. Line CONSTRUCTION LENDING AGENCY Side Street Setback from Center Line Ihereby affirm that there.is a construction lending agency for the performance of the work for which this permit is issued. (Sec. 3097, Civil Code.) Side Setback from Property' Line Lender's Name ' Lender's Address FINAL DATE INSPECTOR 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. Issued by: Date - lPefmit 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. Validated by: Signature of applicant Date Mailing Address Validation: City, State,, Zip CONSTRUCTION ESTIMATE NO: ELECTRICAL FEES NO. PLUMBING FEES 1ST FL. SQ. FT. ® $ 2ND FL. SQ. FT. ® POR. SQ. FT. ® GAR. SO. FT. ® CAR P. SQ. FT. WALL SQ. FT. ® SO FT ® ESTIMATED CONSTRUCTION VALUATION $ UNITS MOBILEHOME SVC. POWER OUTLET YARD SPKLR SYSTEM o. , BAR SINK ROOF DRAINS DRAINAGE PIPING DRINKING FOUNTAIN. URINAL WATER PIPING NOTE: Not to be used as property tax valuation FLOOR DRAIN MECHANICAL FEES HEATING (ROUGH) WATER SOFTENER VENT SYSTEM FAN EVAP.COOL HOOD SIGN WASHER(AUTO)(DISH) APPLIANCE DRYER DUCT WORK GARBAGE DISPOSAL FURNACE UNIT WALL FLOOR SUSPENDED LAUNDRY TRAY AIR HANDLING UNIT CFM HEATING (FINAL) 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. SQ. FT. ® c BATH TUB BOND BEAM SQ. FT. ® c WATER HEATER MAX. HEATER OUTPUT, B.T.U. SQ. FT. RESID ® 11/4 c SEWAGE DISPOSAL LUMBER GR. SQ.FT.GAR ® 3/ac HOUSE SEWER FINAL INSP. ROOFING 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 PLUMBING UNDERGROUND A.C. UNIT COLL, AREA SLAB GRADE ROUGH PLUMB. BONDING HEATING (ROUGH) STORAGE TANK FORMS SEWER OR SEPTIC TANK ROUGH WIRING. DUCT WORK ROCKSTORAGE FOUND. REINF. GAS (ROUGH) METER LOOP HEATING (FINAL) OTHER APP./EQUIP. REINF. STEEL GAS (FINAL) TEMP. POLE :5— G GROUT WATER HEATER SERVICE FINAL INSP. BOND BEAM WATER SYSTEM FINAL INSP. GRADING cu. yd. $ —Plus—X$—=$ LUMBER GR. FRAMING FINAL INSP. ROOFING REMARKS: VENTILATION FIRE ZONE ROOFING: FIREPLACE SPARK ARRESTOR GAR. FIREWALL LATHING MESH INSULATIONISOUND FINISH GRADING FINAL INSPECTIO CERT. OCC. FENCE FINAL INSPECTOR'S SIGNATURESIINITIALS GARDEN WALL FINAL • IOU - P.O. BOX 1504 APPLICATION ONLY, B*TidRing 78-105 CALLE-ESTADO b` \ Address, 77-205 Loma Vista LA QUINTA, CALIFORNIA 92253 Owner Ohio Citizens Investment Co r7a BUILDING: TYPE CONS'\ OCC. GRP. Mailing 77-350 Avenion Fernando Address A.P. Number 631-810-010 City Laquirita 72253 Zip Tel. Legal Description Lot 22 TT 25237 /on Cul-uh_ Contractor Project Description sack of Rancho Capistrano Dev. Corp.,er1f(a visuarii Construction Trailer Address P.O. Box 5980 City Zip Tel. La quinta 92253 564-07 State Lic. City & Classif. s97975 Lic. # 1696 Arch., Engr., Designer Address Tel. City^ I Zip I State Lic. # LICENSED' CONTRACTOR'S DECL,IRATION I hereby affirm°that I am licenseZnder provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Businesg and Professions Code, and m 'license is in full force and effect. / /y I OWNER -BUILDER DECLARATION I hereby affirm that 1 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 rile a signed statement that.he is licensed pursuant to the provisions o/ the Contractor's License Law, Chapter 9 (comment"mg with Section 7000) o! 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 penalty of not more than five hundred dollars ($500). 17 1, 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. I!, 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.) IV, 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.) 17 I am exempt under Sec. B. &*P'C- for this reason Or r Date Owne ✓ 1 / 7 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 ep6i5i_tis!o one hundred dollars ($100) valuation or less.) I certify that in the performancefof thpe work for which this permit is issued,,/) shall not employany person in any In Hoer>so as to become subje t to the ,Workers' Compensation Laws of California. Date Owner NOTICE TO APPLICANT: Iff,,Nafter making this Certificate of Exemption you should become subject to the Workers' Compensation prowstons o! the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. CONSTRUCTION LENDING AGENCY 1 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 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 ateMailing Address City, State, Zip BUILDING DIVISION Sq. Ft. 8x 20' No. No. Dw. Size Stories Units New ❑ Add ❑ Alter ❑ Repair ❑ Demolitio&O i Estimated Valuation PERMIT AMOUNT Plan Chk. Dep. Plan Chk. Bal. Const. z U U. U 11 Mech. Electrical Plumbing S.M.I. Grading Driveway Enc. Infrastructure TOTAL 4i le U U• U 0 REMARKS AArz,fon4 A Q(197 I)A—+i A --Q? 1 fl CASH _ i TOTAL i 200100 ZONE: BY: Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line Side Street Setback from 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 1ST FL. SO. FT. @ $ 2ND FL. SO. FT. @ POR. x SO. FT. @ GAR. SO. FT. @ CAR P. SO. FT. @ WALL SO. FT. @ SO. 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 BONDING FLOOR DRAIN MECHANICAL FEES FORMS WATER SOFTENER VENT SYSTEM FAN EVAP.000L HOOD SIGN WASH ER(AUTO)(DISH) APPLIANCE DRYER GAS (ROUGH) GARBAGE DISPOSAL FURNACE UNIT WALL FLOOR SUSPENDED OTHER APP./EQUIP. LAUNDRYTRAY AIR HANDLING UNIT CFM TEMP. POLE 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 SO. FT. @ c WATER HEATER MAX. HEATER OUTPUT, B.T.U. SO. FT. RESID @ 1'A c SEWAGE DISPOSAL SO.FT.GAR @ 31ac HOUSE SEWER REMARKS: VENTILATION 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 R AIR COND. SOLAR SETBACK GROUND PLUMBING 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) METER LOOP HEATING (FINAL) OTHER APP./EQUIP. REINF. STEEL GAS (FINAL) TEMP. POLE GROUT WATER HEATER SERVICE FINAL INSP. BOND BEAM WATER SYSTEM GRADING cu. yd. g 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 CERT. OCC. FENCE FINAL INSPECTOR'S SIGNATURESIINITIALS GARDEN WALL FINAL