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9908-162 (SFD)LICENSED CONTRACTOR DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. License # Lic. Class Exp. bate IZ 506812, / B Cl0 03/31/2( Dated Signature`of Contractor OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that.1 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 4 contractors to'construct the --project (Seca 7044, Business, -A Professionals Code) O _I am'exempt under Section B&P.C. for this -reason Date Signature of Owner WORKER'S:COMPENSATION DECLARATION' I hereby- affirm under penalty of `perjury one of the following declarations: O I'have and will.maintain,a certificate of consent to,self-insure for workers' compensation, as pro`videdfor by. Section 3700. of the Labor Code; for the performance.of the work for which this permit is issued, ( ) I fieve and will. maintalnIworkers' compensation insurance, as required by Section 3700 of the LaborCode; for the performance.of the work.for which this permit is issued. My workerscompensation insurance carrier& policy no. are: Camer STATE FUND 'Policy No: 229-0016607 (This section need not be completed if the permit valuation is. for $100.00 or less). O I certify that in the performance of the work for which this permit,is. issued, I shall, not empl oy 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' compensation provisions of Section 3700 of the Labor ode hall forthwjth comply'with ttya�e proy�s+on& Date Applicant 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 addition 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 to any permit issued as a result of this applicators agrees"to, &•shall, indemnity & hold harmless the City of La Quinta, its officers, agents and employees. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is Correct. I agree to comply with all City, and State laws relating to the building constr Ion, and hereby authorize representatives of this City to enter upon above-mentioned property for inspection purposes. Signature (Owner/Agent) !a DaZ-�x?_ -4 F-i Lf BUILDING PERMIT PERMIT# DATE VALUATION LOT 9908-162 TRACT O L. $2309463.70 JOB SITE ADDRESS APN 51-382 CALLS PALOMA 749�UIXY 061 OWNER CONTRACTOR /DESIGNER / EN (NEER BRUCE 8c SANDY SWAN BETTER BUILDING CO. 78-725 LAFONDA#1 78 -725 -AVE. LA FONDA,, #1 LA QUINTA CA 92253 LA QUINTA CA 92253 (760)564-2651 CBL4 1423 USE OF PERMIT _ SINGLE FAMILY.DWELLING SFD - PERMIT DOES NOT INCLUDE BLOCK WALL OR POOL. -TRACT. CONSTRUCTION 3,925,00,317 . PORCH/PATIO- 266:00 SF GIARAGIE/CARPORT 704.00 SF ESTEVIATED COST ,OF.COIVSTRIICTTOPI 230;463.70 `= PERMIT FEE SUMNURY 1 CONSTRUCTION FEE 101-000-418-000 $1,098.00 PLAN CHECK FEE 101-000-439-31$ $932:19 MECHANICAL FEE 101-000-421-000 $130,50' ELECTRICAL FEE 101-000-420-000 $259.46 PLUMBING# FEE 101-000-419-000 $198.50 STRONQ LOTION. FEE • RESID 101-000=241-000 2105 :GRADING FEE 101-000-423.000 $20.00 DEVELOPER IMPACT FEE $1,91:1'7.00 PRECISE PLAN 101-000441-345 $100;00 ART IN PUBLIC PLACES • RESIL 701-000-255-000 1326.16 FEE DEPOSIT 101-000-439-318 4250.00 SUB -TOTAL CONSTRUCTION AND PLAN CHECK $4,994.86 LESS PRE -PAID FEES -$250.00 TOTAL PE= F 'EES DUE NOW $4,744,86 RECEIPT BY DATE FINALED INSPECTOR 3 .0 INSPECTION RECORD ERATION I DATE I INSPECTOR OPERATION DATE INSPECTOR BUILDING APPROVALS MECHANICAL APPROVALS Set Backs Underground Ducts Forms & Footings UO( Ducts Slab Grade Return Air Steel Combustion Air . Roof Deck — -O Exhaust Fans O.K. to Wrap F.A.U. Framing Compressor Insulation _Lrl Vents Fireplace P.L. Grills - Fireplace T.O. Fans 8 Controls Party Wall Insulation Condensate Lines Party Wall Firewall Exterior Lath Drywall - Int. Lath Final Final ?/ POOLS - SPAS BLOCKWALL A PROVALS 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 / Heater Final Water Piping ffl L010 I 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: Final Utility Notice (Gas) ELECTRICAL APPROVALS 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) 9rd C Desert Sands Unified School District 47-950 Dune Palms Road Notice: La Quinta, CA 92253 Document Cannot Be Duplicated 760-771-8515 Date 3/22/01 No. 21786 CERTIFICATE OF COMPLIANCE APN # 769-142-004 Jurisdiction La Quinta Owner NameBruce & Sandy Swan No. 51-382 Street Calle Paloma city La Quinta Zip 92253 Tract # Type of Development Comments Lot # Permit # 9908-162 Log # Study Area Square Footage 3925 Single Family Residence No. of Units 1 ved a cashier's check in the amount of $8,046.00 and .25 cents cash. At the present time, the. Desert Sands Unified School District does not collect fees on garages/carports, covered patios/walkways, residential additions under 500 square feet, detached accessory structures or replacement mobilehomes. It has been determined the above-named owner is exempt from paying school fees at this time due to the following reason: EXEMPTION NOT APPLICABLE This certifies that school facility fees imposed pursuant to Government Code 53080 in the amount of 2.05 X 3,925 or $ 8,046.25 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 / Valley Independent Bank - Bruce Swan Telephone 760-564-2651 Name on the check By Dr. Doris Wilson Superintendent Fee collected /exemp ed by Annette Barlow Signature W o Payment Received Check No. 242903 $8,046.25 VOTICE: Pursuant of Assembly Bill 3081 (CHAP 549, STATS. 1998) 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 sssued or on which they are paid to the District(s) or to another public entity authorized to :ollect them on the Distdct('s)(s') behalf, whichever is earlier. 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 ,y..-r'CT'^'yY'-�' � R... •-,.•.....,,r -f:,�- �ar-- �._. - . S .� -.'.-- ..,.-. ., o-•� -• 1' •--,• • � wy..e=►►..x .r- `''- _ �. P.O. BOX 1504 APPLICATION ONLY Building. 78-495 CALLE TAMPICO Address j �'► � Lt -t. UAt,4 LA OUINTA, CALIFORNIA 92253 Owner ! Ti o C. a- `I � EJC ✓J. Mailing BUILDING: TYPE CONST. OCC. GRP. �a F Address° / i0. A.P. Number LQr wC1 0`C ". ,' , r�c�n •a Ci y Zip Tel."• Legal Description y a Contractor,j Project Description Address I City Zip Tel.. I State Lic. City 8 Classif. Lic. # Sq. Ft. No. No. Dw. Arch., Engr., ? Size Stories Units Designer New ❑ Add ❑ Alter ❑ Repair ❑ Demolition ❑ Address Tel. G e City Zip State Lic. If LICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am licensed under provisions of. Chapter 9 (commencing with Section 7000) 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 Contractors License Law for the following reason: (Sec. 7031.5,Business and Professions Code: Any city or county which requires a permit to construct, after, improve, demolish, or repair any structure; prior to Its issuance also . , requires the applicant for such permit to fila 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 Coda, 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). I] 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 1 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 contractors) licensed pursuant to the Contractor's License Law.) I']`I am exempt under Sec. B. 8 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 M 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 fhe'permit is for one hundred dollars ($100) valuation 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. 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 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 sof this city to enter the above- mentioned property for inspection purposes. av Signature of applicant Date Mailing Address City, State, Zip Itimated Valuation PERMIT Plan Chk. Dep. Plan Chk. Bal. Const. Mech. Electrical Plumbing S.M.I. Grading Driveway Enc. Infrastructure UI TOTAL REMARKS AMOUNT f 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: WHITE = FINANCE YELLOW = APPLICANT PINK = BUILDING DIVISION RECORDING REQUESTED BY. AND WHEN RECORDED MAIL THIS DEED AND,IIIICESS OTHERWISE SHOWN BELOW MAIL TAX STATEMENT TO: Bruce Swan _7F 7-25 LaFonda #1 strt Addresees LaQuinta, Ca. 92253 City State MAIL TAX STATEMENTS TO Name grantee, same as the 'above Street Address City & State TITI r nanca wn 83503-B Fqr.1161161 Un 3190' IR LINE_ F_0,R_'RECORDER'S..USE SPACE ABOVE.TKIALIN GRANT, :DEED THE, UNDERSIGNED 'GRANTOR.(S) DECLARE.($)..., b6cuMENTARYTRANSFER, TAX is-*-'$ 13.20 0,dompotOcl on'full valu6.6f. pelciperty:,conveyed, or C 0':compultedon full value less value of liens or encumbrances remaining at time of sale. 0 unincorporated area pity 01'� Qot AND r a FOR A VALUABLE CONSIDERATION, receipt of which is'.h'ereby acknowledged, X JOE W. STEMMER,- JR. AND-VICKY L. STEMMER,.''Husband and Wife hereby GRANT(s) to, BRUCE SWAN AND SANDRA SWAN,. Husband' and W11 e a's Joint Tenants the following descri'6ed real _property in. the County of` -Riverside' State of California: Lot 181 of THE DESERT,C I LUB TRACT UNIT 5, asshown by Map on file`in Book 21 page 61 and 62, of Maps,Rec6rds. of Riverside County, California. LJC%t=U EFULUCLLY J../ L .7 U .7 STATE OF CALIFERNIA SS. COUNTY OF we r5�lse: On this of r .��!Jn theye.ar'19L before me, the undeM'fo',s fined, a Notary Public in and r aid State, personally appeared. �vo �­ (or proved to me on the basis of alctory'-bvid.ence) to be the, person whose name subscribed to the within instrument, and acknowledged'to mejhat' he .,.executed it. WITNESS my hand and.official seal,. Signature i NOTARY PUBLIC IN -AND . FO R.SAID STAT W. STEMERi-JR. VICK E. !OFFjCIALtEAL. IRENE E. RING E, Lie. CALIFORNia pRI14C PAL, OFFICE IN RSME Se 14, 1"0 (This area for official notarial seal) NO .0) % LINE_ F_0,R_'RECORDER'S..USE SPACE ABOVE.TKIALIN GRANT, :DEED THE, UNDERSIGNED 'GRANTOR.(S) DECLARE.($)..., b6cuMENTARYTRANSFER, TAX is-*-'$ 13.20 0,dompotOcl on'full valu6.6f. pelciperty:,conveyed, or C 0':compultedon full value less value of liens or encumbrances remaining at time of sale. 0 unincorporated area pity 01'� Qot AND r a FOR A VALUABLE CONSIDERATION, receipt of which is'.h'ereby acknowledged, X JOE W. STEMMER,- JR. AND-VICKY L. STEMMER,.''Husband and Wife hereby GRANT(s) to, BRUCE SWAN AND SANDRA SWAN,. Husband' and W11 e a's Joint Tenants the following descri'6ed real _property in. the County of` -Riverside' State of California: Lot 181 of THE DESERT,C I LUB TRACT UNIT 5, asshown by Map on file`in Book 21 page 61 and 62, of Maps,Rec6rds. of Riverside County, California. LJC%t=U EFULUCLLY J../ L .7 U .7 STATE OF CALIFERNIA SS. COUNTY OF we r5�lse: On this of r .��!Jn theye.ar'19L before me, the undeM'fo',s fined, a Notary Public in and r aid State, personally appeared. �vo �­ (or proved to me on the basis of alctory'-bvid.ence) to be the, person whose name subscribed to the within instrument, and acknowledged'to mejhat' he .,.executed it. WITNESS my hand and.official seal,. Signature i NOTARY PUBLIC IN -AND . FO R.SAID STAT W. STEMERi-JR. VICK E. !OFFjCIALtEAL. IRENE E. RING E, Lie. CALIFORNia pRI14C PAL, OFFICE IN RSME Se 14, 1"0 (This area for official notarial seal) NO • - , 70=SOL A- •. • T6ttADIGQ ,.�/ l -I �('�.V r T,0 5�/ %LAA_ I -A ;QUWTA, CA 92253 '� m 1766)177-7075, �� OF T7�� 656 L- CO� APPLICATION g,�, T�b To S FLOOD .PLAIN DEVELOPMENT•PERMIT` BUILDING SITE LOCATION, ' .FLOOD20NE,•AO•-DEPTH I COMMUNITY- PANEL NUMBER © 080709.0005 B - ��� ' •.r Map. Revised: .'8/19/1991 ?..a' APPLICANT INFORMATION SECTION _ APPLICANT NAME APPLICANT ADDRESS ' [''�/, (MAILING ADDRESS, NOT THE BUILDING SREI DAYTIME TELEPHONE,NO INSTRUCTIONS 1. A Flood Plain:Development Permit, is,required by LQMC;Section 8:1.1 04009. The Applicant should complete the Applicant Information portion:of this:appl'ication and`submit it to.the Engineering Den�rtment along with the =± required documentation noted hereon`at the same time the Precise Gtading Plan is submitted to' the Building and X .' Safety Department for plan checking. Documentation required for STEP.1 OF 2 APPROVAL poor to"receiving clearance for Building Permit issuance • Copy of the, proposed Precise Grading Plan for review and approval containing all information required by the checklist 'shown.on the back 6t this application: ' . r)OriirnA lt8tion required for:STEP 2 OF 2 APPROVAL prior to receiving, Flood Plain De velopment-Permit.approval. Note, this approval occurs after forms for the•lowesthabitable floorage set and befc a the Building`,(k Safety Department authorizes foundation construction • Submit a completed FEMA 'Elevation Certificate form to the Engineering- Department. • Submit 9596 relative density soils compaction certification -to the Engineering''Department. STEP 1 OF 2 APPROVAL STEP 2 OF 2 APPROVAL The Precise Grading Plan submitted for this�applici iion`has been All requiiements have been.sati 0'60. This Flood Plain reviewed and"found'to contam:all data required'tasatipfy the Deyelopmen' tPerrnit is -approved. requirements of. LOMC' 8:1.1 The;propoaed"dvrelling is eligible to receive a building,permii upon satisfying all.other Building & Safety Departmert requirements. AU R NATURE ,TE •AUTHORIZED'sIONATURE DATE �a L+uirrta:Fi>�neeri 'Department La Quintatrigineering.Department •i�'�,,tt�����`-fix ,.Fi q4 + 4�t� •T ., F090 �}�JtiY Y: h REV -1? ` -.. };n�n��e1'w. -.• . - 11/88 ;'`-4 M a y 3. 19 911 8: 4 5 P WR T&9-5644202 N 0, 1 'r, 9 2 01/p , .;• •. R£P'6RT OF "FIELD COMP 10 SIM, TESTEn FOR; BRUCE SWAN �. PROJECT. 51;-36ZxCTaL.I• .�PALOMA BETTER BUILDERS Room'.QU LA�INTA,- 'CA 78-895 SAGfMR0 LA 4UINTA, CA :92253' , DATE: ,: April. 09, 2001; .oUR R£PORTWO.: 073=10106-2 TEST DATA: (1) Fin* silty send. OPT. MOIST. = 12:0& — T MAMMUM y COMMENTS' - TEST TEST aQILiD tA8 �Y, * WATER wET I I D[RC!'NT I gpec . 9.0V Min N0. DLrTH ELEVATION 1 • N Ips ER EN ,comnw s; i p6NGRY pcNBnY - C(WAcIM _ 113.0 i r 7.2 i 11S 9r 10B_ 1 l 95.7 :1 - A I_-��.. t 2 8" i FG 1 ! 113.0, 8.a j 111,.3' 108.4 95.9 it A — ----1 y3�8" I FG -- Lip 1 1 -13 - 0 "7 1 ' 1 304`: Z 92.2 i - A -�- -- --------� 4 i 81, 'FG 1 •'113.0 'f.7 120.3 j :111.7 96.8 �1 - A TEST LOCATION; Building pad, 1 NLP COr7Er , ... . -. .... ,, .. ., _... _ z' 8W corner :.- i E2� corner. 3 4 SE corner. NOTIES TESTS PF� FO ED pER ASTM 02922`55,6ASTM D301i•96 •COIYAIlFA►YS I. F1LL (pg7ERtAL r ES, COMFLY�M1RiN Sp�CIFICAl10NS DEN t3iTtE8 8H0 Lha.per CuDie foot - = KxIIaL =t , RC ��C,OMPAC ON DOES NOT COMPLY WATFR CONTENT�2rCensofse0 piDf XImUm tl�Y !, ME C UFiSE C ' R RE IF PE RCENT;CDNtPgqc.T7oN ere S�ggq, density aDlailleC on Sample IntlitA�O tr/ . ` 5.I CBr1ENT „ D., MOt R IFICATTON5 sol ID number; - . • ` 0. OTHER_ E. MO t; P TI * (1} A6�'M.I�-3557, Pro.�edure A. ` TEST INSTRumem: ' a r STMfDARD COUNT 'M: D: REMARKS: PSi 'did not monitor .the materia].- placeineYit. ADJUS'�ITDATA M: D: r Respectfully I3ubmkted, TECHNICIMT! Vinnie te. Souza PA2fenronal Sallee IndvstHas, Inc. T WME TEST REW-YS A"6V OWV TO?ft ircc+R,s ►QCATONB NoIEO'Aw WY "T RPFESENT ANY OT WR LOCiATOMo• OR EAVATO1dO, ' mvwRYaNOY "VT ScAoRaoiom.e7CCsrwPULL. VorAmm trurmw Pewassmer vROPS&SOW&rEWKEIMMMMMS,wC. . Psr`Teesµ3g Prototilft2l Sen'iCe Industries, Inc, 42-240 dman Way. Suhe C • Pa1rn-Q9wk. CA 82Z1V •' WS 7W341:67'g0 • Pax 7601341.5794 ' �� try f •-- - FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires July 31, 2002 ELEVATION CERTIFICATE Important; Read the instructions o l pages 1 - 5 - SECTION A -PROPERTY OWNER INFORMATION ti- For Insurance Company'iJse: BUSQ OWNER'S NAME Policy Number �CSwarj BUIL , NG STREET ADDRESS (Including Ap1�.Unil,, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number I- n 'c) mac- t I t } 0.,1 (j VIA z I 1. CITY STATE ZIP CODE ROPERTY DES RIPTION (Lot a d rock Number; Taz P ce] Number, a al Description, etc e) - oa UI DIN esiden ial, Non-residential, Addition, Accessory, etc. Use comments section if necessary.) LATITUDE/LONGITUDE � µ(O}PTI�O�NAL) HORIZONTAL D/,+iJM: SOURCE: j_J GPS (Type:) { ##l° = ##f' -'##.##' or tY .MMnYf0 Lj NAD 1927 j_{ NAD 1983. Lj USGS Quad Map j_J Other: t —SECTION B -FLOOD INSURANCE RATE MAP (FIRM)` INFORMATION B1. NFIP COMMUNITY h1Atv1E 8 COMMUNITY NUMBER B2.' N NAME, 77E U b -i o ) fes tC B4. MAP AND PANEL B5. SUFFIX 86r FIRM INDEX87NE(. FIRM PANEL 88. FLOOD B9. BASE FLOOD ELEVATION(S) NUMBER DATE EFF CT VE/REVISED DATE Z ) (Zone AO, use depth of flooding) o®off 13 � B10. Indicate the'source of the Base Flood Elevation (BFE) data or base ood depth entered in 69. j_j FIS ProfileFiRM j_j Community Determined j_J Other (Describe: ) B11. Indicate the elevation datum used for the BFE in B9Xj NGVD 1929 J_J. NAVD 1988 ' L_j Other (Describe: ) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or otherwise protected area (OPA)? J—J Yes J—J No Designation Date: SECTION C -.BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: J�Construcfion Drawings-,,., .I' jBuitding Undef Construction' J_jFinished Construction Anew Elevation Certificate will be required when construction of the building;is complete: C2. Building Diagram Number (Select the building diagrain most. similar to the building for which this certificate is being completed -see pages 4 and 5. If no diagram accurately represents the'building, provide a skelch,or photooraph,) 't C3. Elevations - Zones Ai -A30, AE, AH, A� (with BFE), VE, V1 -V30. V (with BFE). AR, AR/A,.AR/AE,'AR/A1-A30, AR/AH, AR/AO Complete Items C3a-i below according to the building diagram specified in llem,C2+ State the datum used. If the datum is different from the datum used for the BFE in Section. 8, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area:of Section D or Section G, as appropriate, to document the datum conversion. Datum Conversion/Comments Elevation reference mark used Does the elevation reference mark used appe O a) Top -of bottom floor (including basement or enclosure)" : _ ft.(m) O b) Top of next higher floor fl.(m) a O c) Bottom of lowest horizontal structural member (V zones only) O d) Attached garage (top of slab). _ ft.(m) E 9 ❑ e) Lowest elevation of machinery=and/or equipment servicing the building E O f) Lowest adjacent grade (LAG) _ ft.(m) z O g) Highest adjacent grade (HAG) _ ft.(m) . ' O h) No. of permanent openings (flood vents) within 1.0 ff.' of LAG r O i) Total area of all permanent openings (flood vents) in C3h sq. in. (sq. cm) SECTION D - SURVEYOR%ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by aland surveyor, engineer, orarchitect authorized bylaw to certify elevation information. I certify that the informalion in SectionsA, B, and C on this,certificate represents my best efiorls.to inler'ret the data available. 1 understand that any tatse statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. c TITLE ` , COMPANY ME. , y Vl .L.l -- 1Z� �1 Qp ADD SS �C . _ STA IP ODL w' ) VY (\° . Un ..tom A d ,1 /A -r Pr- % -r,^r L 'ORTANT: In these spaces, copy, the corT_esponding�informationfrom Section A: For Insurance Company Use: LDINGCS 1REE2ADD�R�ESS (I�Guding ApI:, Unit, ile, d/or 81dg. No) OR P.O. ROUTE AND BOX NO. Policy Number J I J Y STATE ZIP CODE Company NAIC Number SECTION D 2SURVEYOR;;ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED)' )y both sides of this Elevation Certificate for 6) community official, (2) insurance agenUcompany, and:(3) building owner. LAMENTS v o Check here if attachments. SECTION E - BUILDING ELEVATION INFORMATION -(SURVEY NOT REQUIRED) FOR'ZONES,AO and A (WITHOUT BFE) :ones AO and A (without BFE), complete Items E 1 through E3. ,elf fhe Elevation Certificate is intended for use as supporting informalion COMA or LOMR-F, Section C must.be'complefed. ' 3uildin Dia Number g ram g 1 (Select the building diagram most simda'r to the building for which this "certificate is being completed – >ee pages 4 and 5. if no diagram accurately represents the building, provide a sketch or photog4aph.) -he lop of the bottom floor (iricludin '.basement or enclosure) of the building is ft 1 '1 J—Jhin•( it 1_J above or J_J belovr check one) the highest adjacent grade. =or Zone AO only: If no flood depth number, is available, is the to of the,bott m floor elevated in accordance with the community's ;i loodplain management ordinance? 1_1 Yes .I ..- J No . I. Unknown. Theaocal officialmust• 6ertify this information in Section G. SECTION F ., PROPERTY,,•OWNER (OR,OWNER'S,REPRES.ENTATIVE) CERTIFICATION property owner or owner's authorized representative who completes Sections ' B, and i=• for Zone A (withoul a FEMH-issued or - lmunily-issued BFE) or Zone AOslsliqn here.; NIA" ,..i j J Checr, here i. ail2chmena SECTION G-.COMMUNITY'INFC,RriAATION (OPTIONAL) local oliicial v✓ho is authorized by lavJ or ordinance to administer tiie community's floodplain managemeQ-tordinance can complete ions A, B, C (or E), and G of this.Elevalion Certificate. Check the applicable box(es) and Sion beloi4+.• Ttie int )rmalion in Section C was. taken from'olher documentation that has been signed and embossed by a licensed surveyor, engineer, Dr architect who,is authorized by state or local law,to ceriify elevation information. (indicale.the source and date of the elevation data in .he Comments area below.) A community official completed Section E for a building located in.Zone A (withoul a FEMA -issued or communily-issued BFE) or Zone AO. The following information (Items G7 .G6) is provided for community flood Ola i`n,manag ement purposes. PERMIT NUMBER G_ 2 DATE PERMIT ISSUED G3. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED This `permit has been issued `for.1_J New. Construction L_J Subst8nlia1 Improvement Elevation of as -built lowest floor (including basement) of the building is: _ fi.(m) Datum: BFE or (in Zone AO) depth of flooding of the building site is: _ ft.(in) Datum: CAL OFFICIAL'S NAME TITLE IMMUNITY NAME TELEPHONE-`;, 3NATURE DATE Y � )I%A)\lEIVTS J - J Cheri: here i1 attachment_ Certificate of Occupancy City of La. Quinta Buildn r9► `anal Safe tY -Dep artm ent T, his . Certif cafe issued pursuant to ahe requirements of'�Sectioii 109 of the Uniform Bui/ding .:Code, certifying t: at, at the time of issuance, this structure was in:•coinp/iance_ with the variousordinances of t/i6 City=regu%sting bui/ding construction or use: For the fo/%wing. :.BU1LD1.N'G- AD.DRES'S::,: 51-382. CALLE PALOMA Use' Classification: SINGLET` FAMILY DWELLING 131d9Permit`'No.:. '9908-162 . Occupancy Group: A-3- Type of Construction: VN :' Land Use Zone: RL Owner of�Building . BRUCE. & SANDY'SWAN Address: 78-725 LA FONDA #9 City: LA QUINTA, CA 92253 "By: RICHARD KIRKLAND Date: 05-07-02 Building Official POST IN A CONSPICUOUS PLACE Structural Calculations 19 October 1999 City of La Quinta Department of Building and Safety 78495 Calle Tampico La Quinta, CA 92253 Project: Single Family Residence Mr. Bruce tan• Calle Paloma Re: Plan Check Correction Items To Whom It May Concern: I _have been contacted by the:subject project's owner, Mr: Bruce Swan; to review: specific items in the plan check review of the. project noted: First; clarification was requested of t I size. :and the` length of various conventional framing ' braced wall elements.. I have directed the: project's plan preparer to make all necessary= clarifications with regards to this, item.on•the framing andfoundation plans, herewith attached I believetall� of the areas°in question have been suitably -addressed.;. Second, Jhe plan checker requested jushif�eation of the structural stud height of 13'6" at the family room%living ,room area: .The uniform Building Code specifies:;:that .structural stud heights may not exceed 1.0' without laterally::Ipr ing;the<weak axis;of the studs `I have`instructed Mr: Swan that the interior face of all of the' 13'6" height studs have applied ,to them a layer of 3/8" CDX'plywood'or 3%i3" QSB;board running from the bottom of the sill plates.to the top of the top plates. The, structural .panels thus applied shall'be nailed with 8d nails at 6" and 12" mc. respectively=for,,edge and field nailing., This shall provide'the necessaryp;lateral bracing for the excessive height studs as. requested. If you have any further questions regarding this or any.other matter with regard to the subject project; please feel free to contactme. Sincerely, GAt ea �.9 ivi 4 C \ 9 , p Eti 44 •�Alti d fes. Charles D. Garland Architect 10/31/01 i I i 35-325 Date Palm 'Drive, Suite 151J- Cathedral City, CA 92234 - Phone/Fax: (760) 324-7146 i gTuesday, October 19, 199909:46 2 Charles D _Garland, Architect Page 1 of 1 CHAR LESk� D:f GARLAND: C11991Architecture infenors,` Space and Land Planning structural Calculations 19 October 1999 City of La Quinta Department of Building and Safety' . 75-495 Calle Tampico <� La Quinta, CA 92253 Project: Single.Family Residence, Mr. Bruce `Swan Calle. Paloma ` Re: Plan Check Correction Items To Whom It May Concern: I have been contacted by the subject project's :owner, Mr. Bruce -Swan, to,review.specific items in the plan check review'of the -project rioted._.First clarification was requested of�the size :and the length of various conventional framing braced'wall. elements :I:have directed -the projects plan preparer to' make all necessary clarifications with Pega'rds,to this.item on the framing an&foundation Olansz herewith; attached: •I believedall of the areas in question have been suitably addressed: 'Second, the plan -checker requested justification of the structuralstud height of 13'6" at.the family room/living room area: Th0Aihiform Building Code specifies that structural stud heights may not exceed 10"without= laterally bracing the weak axis.'of 'the studs. I have instructed Mr-; SWah.that the interior face of all of the 13'6" height -studs have -applied to,them a; layer. of 3/8 CDX plywood -or 3/8""0SB. boa[d running from the bottom of the sillplates.to the top•of'the•top plates. The structural panels -thus applied shall be nailed with 8d nails at 6" and 12" o.c. respectively fog edge; and' field nailing ;:rThis,shall.provide:the necessary lateral`bracing for the excessive height studs as requested` 9 u Ifyou have any furtherquestions regarding this or any"other matter with regard to the. subject project, please feel free to contact me: `. Sincerely, ���ED:AaCy 0 Charles D: Garland Architect * v No.c»9ei o fo/31/01 NJ . , E%DwrE. . •• 9�OF CA`�0� . 35-325 Date Palm`brive, Suite'151 J- Cathedral City, CA y92234,,= Phone/Fax: (760)'324-7146 .VC ` 1998 CALIFORNIA BUILDING CODE TABLE 23 -IV -B # a ` TABLE 23 -IV -C-2 TABLE 23=1V=B ' SIZE :HEIGHT,AND SPACING OF WOOD -STUDS .isted heights are_distances.between-points-of.lateral.suppon-placed; perpendicular to the plane of the wall. Increases in unsupported height are permitted -where justified b an anal si . A!" - ha not a use 'm ex error walls. 4 � � l� 3 .w }i R F ,:I's, �'t” 4ca.y � i -0s r � �• � y } �., ,,TABLE•23-IV-C.11-BRA WALL' PANELS k 414, S �. �,i • "�a% ',.�71fr.'"CONSTRUCTIONME7HOl]',•:r;;t!SY. ?+�S.tT..�t. ' s :.BEARING W,A,LL ' NONBEARINGWALLS n STUD SIZE . Laterally Unsuported Stud Helg� (feet) .[ Supporting Ceiling Only SuRR los oofand Celllng uPP!ogrs,sp oofadd Calling Laterally Unsported Stud Hel �• .. � Sp- t;c ien's(Inches) (Inch Spacing (inches) x 25.4 for mm x„304.8 for mm - 3 - ,' x 25.4'for mm _ - t� _ ' z 3114.8 for mm x 25.4 for m m 1.2x3210 4 5, F ,7 a -y'8 •-., 16 2. 2 x 4 10 24 16 — ')4 24 3. 3 x 4 10 24 24 ' . 16 14 24 4. 2 x 5 10 24 24 �' _ _ — 16 24 5. 2 x 6 10 24 24 '"- w, 16 20 24 .isted heights are_distances.between-points-of.lateral.suppon-placed; perpendicular to the plane of the wall. Increases in unsupported height are permitted -where justified b an anal si . A!" - ha not a use 'm ex error walls. 4 � � l� 3 .w }i R F ,:I's, �'t” 4ca.y � i -0s r � �• � y } �., ,,TABLE•23-IV-C.11-BRA WALL' PANELS k 414, S �. �,i • "�a% ',.�71fr.'"CONSTRUCTIONME7HOl]',•:r;;t!SY. ?+�S.tT..�t. 'This table specifies minimum requirements for braced panels which form interior or exterior braced wall lines. 2See Section 2320.11.3 for full description:- 3See Section 2320.11.4 for alternate braced panel requirement. `[Building length is the dimension parallel to'the braced Wall length. 5Gypsum wallboardapplied to supports at 16 inehes (406 mm) on center. l - 61'ot permitted, for bracing cripple walls in'Seismic Zone 4. See Section`23201'1.5. ' ?The required lengths shall be doubled for gypsum board applied to only one face of a braced wall panel: • t / TABLE 23-IV-C-2—CRIPPLE WALL'BRACING s .v AMOUNT OFCRIPPLE WALL .BRACINGr,2 SEISMIC ZONE - CONDITION -`"x25.4for mm S, 4 BRACED 'PANEL LOCATION AND 3/g" wood structural, panel with 8d at 6"/'12" nailing on 60 percent of wall length minimum Two story above cripple wall 3/g" wood structural panel with 8d at4"/12 •' nailing on 50 percent of wall length minimum or s 3/g" wood structural panel with^8d at 6"/12" nailing on 75 percent of wall length minimum 3 SEISMIC ZONE CONDITION'' ; d J j1 2 3 '; 4 5, ;,. 6 ,7 a -y'8 •-., �. LENGTH4 0, 1 and 2A One:sto'ry, top of two or + X X X `" X , X = . X' ' X y X Each end and not more than 25 ' three story a - : - . 'i ; ', * :feet (7620 mm) on center First story of two story or .. X' X X " X X X X X r second story of, three story ; First story of three story X X X X5 X X. X 2B, 3 and 4 One story,460 of two X' X X X X" X6 X Each'end and not more than 25 story or three.story 5: t ` feet (7620 nim) on center " First story of two story or X X . X` XS X ,X6 X Each end and not more than 25 second of three story feet (7620 mm) on center but not less'than 25% of building length? First story of three story -X ' `,X .. X -X5 X X6 X Each end and not more than 25 feet (7620 mm) on center but not less than 40% of building length? 'This table specifies minimum requirements for braced panels which form interior or exterior braced wall lines. 2See Section 2320.11.3 for full description:- 3See Section 2320.11.4 for alternate braced panel requirement. `[Building length is the dimension parallel to'the braced Wall length. 5Gypsum wallboardapplied to supports at 16 inehes (406 mm) on center. l - 61'ot permitted, for bracing cripple walls in'Seismic Zone 4. See Section`23201'1.5. ' ?The required lengths shall be doubled for gypsum board applied to only one face of a braced wall panel: • t / TABLE 23-IV-C-2—CRIPPLE WALL'BRACING s .v (Braced panel length shall be at least two timesthe height of the cripple wall', but not less than48 inches (1219. hiin . 2AII panels along a wall shall be nearly equal in length and shall be;neaily equally' spaced.iilong tFie length of the wall. . • � s SY r s.' ,. t. a ._ ,.,,n•, 7... ":.r`. u`c •::- ,.- ; .:..'�'�_ ,:;?.. -• .' r_ „-�..2 f.tl.:i -. ,- ; 2-305 sN t! AMOUNT OFCRIPPLE WALL .BRACINGr,2 SEISMIC ZONE - CONDITION -`"x25.4for mm S, 4 One story above cripple wall 3/g" wood structural, panel with 8d at 6"/'12" nailing on 60 percent of wall length minimum Two story above cripple wall 3/g" wood structural panel with 8d at4"/12 •' nailing on 50 percent of wall length minimum or s 3/g" wood structural panel with^8d at 6"/12" nailing on 75 percent of wall length minimum 3 One story above cripple wall 3/8" wood structural panel with:8d at 61/12" nailing' on 40 percent of wall length minimum 0, 1 and 2 One story above cripple wall 3/811,•wood structural;panel with 8d'atb"/,12; nailing on 30 percent of Wall length minimum 0, 1, 2 and.3 Two story above cripple wall r 3/8" wood stnictoraI panel with 8d at 4"M" 'nailing on 40 peicentof wall length minimum 3/g" .wood structural'panel with 8d at 6"/12" nailing on -60 percent of wall length minimum (Braced panel length shall be at least two timesthe height of the cripple wall', but not less than48 inches (1219. hiin . 2AII panels along a wall shall be nearly equal in length and shall be;neaily equally' spaced.iilong tFie length of the wall. . • � s SY r s.' ,. t. a ._ ,.,,n•, 7... ":.r`. u`c •::- ,.- ; .:..'�'�_ ,:;?.. -• .' r_ „-�..2 f.tl.:i -. ,- ; 2-305 sN t! P.O. BOX .1504 78-495 CALLT :TAM`P.ICO LA QUINTA, CALIFORNIA 922`53. , August 20, 1999 (7.60) 777-7000 (TDD) (760) 777-1227 Mr. & Mrs. Bruce Swan 78-725 La Fonda #1 La Quinta; CA.,'92253 (760) 564=2651 RE: 51-382 Calle Parma -,E T Dear Mr. & Mr's. Swan, 1 • � {��� ,,, a 8i On 7/1,5/99 Mr. Butler performed a cursory' review for the,plan check iiiiii tted'for 51 382 Calle Paloma. ;A`plan check correction notice (attached)-was`issued to explaiil that the plans submitted did not'confo'to the requirements for conventional construction' and no, structural calculations -were submitted:."-; The re -submitted plan check package received:on 8/16/99 has not°addressed;the minimum requirements for 9 -plan- check submittal andis`incomplete: Please,ensizre that allcomponents of .. P'. onventional construction or compleig structural calculation's are.included'to complete your plan :V"A check. I have left- a message at the °phone number provided on the application. understanding your message that.you are out°of town untill August 31s-I`have called the'Design Consultant',Gabriel Lujan, leaving a message, for hirri.in hopes to facilitateyour plancheek: I am unable to perform a plan check at this time Please collect your .plans acid resubmit your plan check package when complete. If 'you have, any questions, or if°I may.be of any assistance, please call 777-7027. Thain: you.. vf- Sincerely, E.t raniel Crawf rd r. Building Inspector Il 1�'�'� �'"rs-:..`.4:s,-±k - .ti:,'x.::_.�.�3�;i�"a'^3�j Yr'�f �3�'--m+�n'.g.P .. �•+.�aU�-,�"'�'�rii�g,,»2 y��t.,k .. �� ?n'Sic,,.�x.....»,:�'�?�'�.•f'y'i`��,rab,�.'l'�R'.��,.'�5`4�?iad:"�:'t.3'X�3^.'3St..'»sc....^�4'�£.".'.� JOVEN ENGINEERING Mr. &,Mrs. BruceSwan. Job U 386 P.O. Box 819 : 51-382 Calle4ialoma by JV Desert Hot Springs, `California 92240 La Ownta. CA Date 02/01/2000 Phone {760) 329-4373 FAX (760)32972221 Plan Check'No. 9908462 Sheet of > ver. 11/9/97 'Machine: Desert; Hot_Spriiigs.• . work dir = 386 > wk4 Filespec:' C:\REAL\SPACE\00\385\STUDWALL.WK4' filespec = studwall StudWall Stud wall for axial, bending, and combined stresses. Try : 2x6 Grade: No:2 Allowable bending Fb = 875 Dead Load: 17.0 psf Wind Pressure. P=CeCgQsl Tributary to wall: 14:00 ft Ce = ' 1.23 Stud spacing: 1.33 ft Cq„= 1.3 Height of.wall: 13.50 ft ' Qs = 12.6 psf Thickness of stud •41[50 in I = 1.0 Width of stud: 5.50 in P = 20.1 psf Area of stud: 8.25 .in' 2 Sx of stud: 7.56 in"3 Allowable bending Fb = 875 psi Allowable comp. Fc = 1430 psi Modulus of elasticity E = 1600 ksi Lateral force = 20.1 psf WIND'GOVERNS Bending analysis:.. OK P = 316.5 # DL! SPACING *TRIB W = 26.8. #/ft LATERAL*SPACING M�= 610.4 ft # ', w*L-2/8 f b = 968.6 psi (M*12NSx F'b = 1512:9 psi FB'Cd*Cf*Cr 0.640 fbx/Fb Combined stress analysis: OK Fcex = Fce = 553 psi 0.69 < = 1 Seismic force on wall Fp=ZICpWp Z' . 0.4 1.0 Cp _. 0.75. WP .15:0,psf Fp = .4.5. psf Modificaiioii Factors: Cd _ 1•:33. Load duration factor Cf = 1:30. Size factor, 1.3 for 2x6, 1.5 for 2x4, bending only Cr --:1 1.00 Repetitive member factor Axial analysis: OK Ac = ' 38,4 psi (le/d)x.= 29.5 Fc" = 1901.9 psi Fce.=.- '553.3 psi Fce/Fc*.= 0.2909 (1+Fce/Fc*)/2c =0.8068 Stud spacing: -. Cp' = 0.27081. F'c = 515.0 psi (fc/Fc)-2+(1/(1-fc/Fcex))(fbx/Fbx) <= 1.0 See also eq. 3.9-3, pg. 16, NDS.1991 . Try : 2x6 Grade: No.2 Allowable bending Fb = 875 Dead Load: 17.0 psf Wind Pressure P=CeCgQsl Tributary to wall: 14.00 ft, Ce = 1..23 Stud spacing: 1.33 ft Cq = 1.3 Height of wall: 15.75 ft Qs = 12.6 psi ' Thickness of stud - 1.50 in • 11.0 Width of stud: 5:50 in P = 20.1 psf Area of stud: 8.25 in'2 Sx of stud: 7.56 in'3 Allowable bending Fb = 875 psi Allowable comp. Fc = 1 1430 Ipsi Modulus of elasticity E _ 1600 ksi Lateral force = 20.1 psf WIND GOVERNS Bending analysis: OK P = 316.5 # DL* SPACING *TRIB- w = 26.8 #/ft LATERAL*SPACING M = 830.9 ft # w*L'2/8 f b = 1318.4 psi (M*12)/Sx Fib = 1512.9 psi FB*Cd•Cf*Cr 0.871 fbx/Fb See also eq. 3.7-1, pg. 14, NDS 1991 Cp '= (1'+F6e/Fc)/2c-(((1,+Fce/Fc)/2c)-2 - (Fce/Fc)/c)' 1/2 Use 2x6 No.2,studs at .16"o.c. for walls 13'-6" high. • n: o•G04�t8* Seismic force on wall Fp=ZICpWp, cmc. Z ,0.41 4 1 1.0 Cp 0.75 0 WP = 15.0 psf Fl =. 4.5 psf:. f. Modification,Factors: Cd = 1.33 Load duration. factor Cf = 1.30 JSiz6 factor, 1.3 for 2x6, 1.5 for 2x4, bending only Cr = 1.00 Repetitive member factor Axial analysis: OK f c = 38.4 psi (le/d)x = - 34.4 Fc* = 4 1901.9 psi Fce = . •466.5. psi Fce/Fc`= 0.2137 r (1+Fce/Fc*)/2c.= 0.7586 Cp =.•0.2033" F`c = 386.7 psi. Combined stress analysis: OK Fcex = Fee = 406 psi See also eq. 3.9-3, pg. 16, 1VDS 1.991 0.97 <= 1.00(fc/Fc)'2+(1/(1-fc/Fcex))((bx/Fbx),,<= 1.0 See also eq. 3.7-1, pg. 14, NDS 1991 Cp = (1 +Fce/Fc)/2c-(((1 +Fce/Fc)/2c)-2 - (Fce/Fc)/c)' 1/2 Use 2x6No!-2-studs at 16"o.c. for walls 15'-9" high. 1 -5D, SM250 :SJ3D 1 ST/ -55[i FIN REGION :SA[]THFRN P H 0 x y0y I..i l �J V t•4 ro 0 H on rn ra m ro 0 W b Ce to VD VD I 0 0 9 TABLE V Notes: 1. Spans shown are simple spans. 2- Spans shown are 'horizontal' clear spans. 3. The 20 psl nun -snow live loads have been reduced to 16 psf for slopes of 4:12 and greaEer. deduce spans T-0' for slopes greater than 8:12. Maklmum roof slope is 12:12. 4. Maximum deiJection is limited to U1 8D under total load and U240 under rive load. 5. Spans are Wsed on 1 3/4' exterior reactions without web s0lfeners. U. All roof joists to be sloped 114' per foot minlmum. Roof Span Table for Live DeadSJ-i50. StrucJoist Sloped 8112 and Less SJ -350 SJ -550 Load Load , 9 1/2' 11 7/8" 14" 16 117/8' 14' 16" 11 7/8' 14° 16" (psi) (psf) 9 1/2' 1,11, 77/B4 Nan -Snow 20 15 22'- 6" 27- D° 23'- 8' 28'- 4' 32'- 4' ST- 0" 30'- 6' 34'- 9" 3fi'- 0" 34'-10' 36'- 0" 361-00 1259b; - 20 2D 21'- 3" 25'- 7° 20- 4' 26'-10" 30'- 8' 34'-1" 28'-10" 32'-10' 36'- 0" 33'- 0" 36'- 0" 36'-. 0' 25_ _17.,_.._ 20'- 5" 24'-.fi:. ,21'- 5". 25'- 8°_ 29'- 4' .. 32`- B% 27'-1:$° 31'- T. 35'- 0'f 31'-17" 35'-11' 361- 0' -Snow' 0 7 1� 8"� X3`.:8 q - 2 L 9�` - .B 8' �3$ 1 «. _ '•' ': - 50 17 1T- 6' 21'- 1" 1$'-5" 22'- i" 25'-311-2T-11"23-9:'• I " 1 ■ 27- 1 1 ■ 3D- 1 1 ' 27- 2 1 " 30-11 1 11 34- 3 -Non-Snow 20. 20'- 5" 24'- 6" '2i'- 5'. 25'- 8' 29'- 4" 32'- 8'2T- 8" `31'- 6'_ 35'- 0' 31'= 7" 35'-11" 36'- 0" e 125% 20 20 191- 4" 23'- 2' 1 20'- 3' 24'- 4' 2T- 90 30'-.1.1' ,26'= 2', -..29'-10'. 33'- 1' 29'=11' 34'• 0' 36'- 0"' ,• 25 �. r 77, ._ 16.'=6" 22'..2' �_..; �.� ;: � 11 0 19-5w 1 • 23-s3 1 " 26 '7-` 1 ■f 29 71 1 :25-0';28-6,: 1 II 1 • I n 28-7 1 ■ 32-7' f 11 36-0 'snow _ .31-9" - � - _ • ; - .. 50• - . 17 - - 1 _ v 15-11 1.. ■ 18-5 � '. .t. .n. .16-'8 1 °" 20= 0 i ■ 22- 2 . 1 u 22- 8 - r ■ 21 - 6 ` r -.r 23-'f1 1 e 25-11'-- C' n 23- 9 1 e 28= 0 1 u- 29=fi {Jori=Snow 20 15. 19'- 2' 23'- 0' 20'- 1" 24'- 2" 27'-7- 30'- B" 26'- W-1 29-7- 32'-11` 29'- B" 33'- 9' 36% 0- ,.=125+ - = 20 20 18'- 1' 21'- 9' 19'- 0" 22'-10' 26'- 1' 29'- 0" 24= 7' 28'- 0" 31'- 1" 28'- 1" 31'-11 ° 35'- 5' 25 17- 17'- 4' 20'-10' IB - 3° 27'-10' .25'- 0' 27'- 5'' '23% 6' 2F'-10' 29'- 7" .26'-11"' 30'- 7°• 33'-1i" t: ;Snow _ I ._ - • - e ; . 50 17 15'- 5' 15'- 811-8- 18'-.11" 18'-71 ` '19'- 8" 14'- T 21'- 9' . 22'- fi' 19'- 9" 24'-y7' 241- 7" 20 15 17'- 9' `Non -Snow 21'- 4' 1 B'- 8°_ 22'- 4" 25'- 7' 28'- 5" 24'- 1- 2T- 5' 30'- 6- 271- 6" 31'- 3' 34'- Bu '.125% 1 20 20 16'- 9" 201- 2" 171- 7° . , 2-1'- 2° 24'- 2' 261 11 ° 22'- 9' 25-11 `. 28'-10" 26'- 0" 29'- 7 32'-10' 25 17 16'- 1" 18'- 911, 16'-10" 2V- 3" _ 22'-,7` 23'- 6' . 21%9'. 24'- 4" 26'-.:4' 24'- 7" .28'- 4' 30'- 6" Snow 1'=.5" 1 i�4;.--: • - — 2 - 7"., ' X27'` 2- 2 220 50 15'- 1' 15'- 1" 151- 1' 17 121- 1 12'- 4" 13 = 5' 15'-10' 18'- 0" 18'- 0" 15'-10" _1,1 191- 8' 19'- 8" Notes: 1. Spans shown are simple spans. 2- Spans shown are 'horizontal' clear spans. 3. The 20 psl nun -snow live loads have been reduced to 16 psf for slopes of 4:12 and greaEer. deduce spans T-0' for slopes greater than 8:12. Maklmum roof slope is 12:12. 4. Maximum deiJection is limited to U1 8D under total load and U240 under rive load. 5. Spans are Wsed on 1 3/4' exterior reactions without web s0lfeners. U. All roof joists to be sloped 114' per foot minlmum. ,,7 N HA"I'.257.2000 12:30PH 1110.936 P.:::,, 4 5. The table extension above plie applies to joists wid web stiffeners at interior supports or joists without web.stiff eners when supports are a minimum of 5 1/4' wide' Web 4015i 3edes1"Notat Stiffener Depths and Nailing Schedule '-,StIffene'-r'- Nails SJ -150 91/2-'&'11 7W 1/2* x 2 5/16".1 4-8d (clinched) SJ -250 4 W i ..X2:41.J8ff;J'A- t-5-6d.(cIinchPCI) SJ -350 0 117/8" 1' x'2.5/1 V. 4-8d 14n & 1161, Floor Spans TABLE IV Dead Live Load = 10 Load = 40 psf pst (12 psf (W SJ -b50) 9trucJoist U480 • 0 -CENTERSAACIAfO IM77 JoistSimple Span Multiple Span Depth 12"0/c 16"o/c" .19.2"old 24`01C 121161c 16nd/c 19.2"olc 24"o/c 9 1/2" 17- 0" 15-7', 14'- 9" 13-104 18!- 81, 17'=:0" 16'- 1" 191-01, 11 7/8" 20'- 4" 18'- 811 117'- 7" IS'- 6" 22'-.3" 20'. 4" 19'-'3- 41 9 112.1 17'- 9" 16'-,311 1:51 ' 141-411 ",'Aw-'sn 17" 9- - 16.-9. 151-81, SJ -250 11 7/8" 21'. 3" 191-51, 161- 4" 171. in 23'm 2" 21'- 2" 20'.: 00 14" 24'- 2" 22'- 1 201-10" 19'- 6" 26'. 5" 24'-'2 T-4211.-, 01,19 1", 161, 261-11, 24'-- 61- 93'- 2-. .21' 0". -i 29'- 5" 117/8" -021-811 20'- 8" I9l.'6.1 18'w. 2' 24,-9,, 22--.7' 211-30 SJ_ -$50 14' 25'- 91' 23-- Su 221. 211 201-13" •-28'-2" 25'-81. 24'- 2 16" 281,710 '261 1 24". 7", 221-11u 31'-'3u 28'- 64 11 718" 25'- 7 23'- 4, 22'- 0" 20'�16" 26' - On 251- 6" 24'- 00 22'- 4" 14" 291-11 264-611 24'-11' 23!.;'3" 31'-1.0" 27'- 3' 251-51. 161) 3Z.- 31, .29'-4-1 2T. 611 25'- 99.- 35-- 3" 32'-:i" 30'- 24 - Notes: Joislo.with Web Stiffe hers attached, at interior supports ON - CENTER SPACING 1. Spans we based on glue -nailed sheathing. Jaw Multiple Span Adhesive shall comply with specification Depth 112"old 16"alc --19.2nok24./c .a AFG-01 of the American Plywood '-9 1/2" Association. L 5 Al 117/811 17'- 511 2. Reduce 1 , I— 4"', 91121 spans 10" for nailed sheathing only. . .: ' "P 11 718" 181-81, 140 22'- 9" 20'- 4" 3. Spans are based on clear distance 0.'SJ7250 1,6126'-J on 251- 4" 20'- 41' between supports. Outermost spans In 1:1718"' multiple span applications shall be at least 40% of adjacent span. 14' 22'- 7" 161. 26'-10" 23'- 5" 4. Spans are based an 13/4" exterior reactions 11. 7/8' without %veb stiffeners and 3 1/2" Interior reactions without web stiffeners, 261- 9"' 5. The table extension above plie applies to joists wid web stiffeners at interior supports or joists without web.stiff eners when supports are a minimum of 5 1/4' wide' Web 4015i 3edes1"Notat Stiffener Depths and Nailing Schedule '-,StIffene'-r'- Nails SJ -150 91/2-'&'11 7W 1/2* x 2 5/16".1 4-8d (clinched) SJ -250 4 W i ..X2:41.J8ff;J'A- t-5-6d.(cIinchPCI) SJ -350 0 117/8" 1' x'2.5/1 V. 4-8d 14n & 1161, 11 x 2 5/1 6"1 5-8d SJ -550 P- M.9'•. --4' ik4-10d' - 412 X'. - " *' � Notes& 1. Use plywood or OSB rated sheathing with face grain parallel to long axis of the stiffener. 2. Use solidsawn Construction Grade or better. 05-25-00 12:21 TO:HOME DEPOT #6630 FROM: P03 fIHY'. �5. �UUt'r 1�: cyPfl 110. 9 6 P. /4 . TABLE- Joist Sarlea Joist Depth (inches) Allowable Moment (4-lbe) Max. slioar & Max. End Reactlon For 4" Long Bearing •n Mex..bpd Reaction 'For 1 3/4' " Bearing s•- Properties Max. Intermediate` Reaction (lbs) No Web With We Stlifenars. Stlifanersm Nall Only EI (x 10rj Gluo-Netted EI (x 10) K (x 10') SJ.150 9 Ti2' .' "� 27.7p 1125 `�, • �" 975're+1 r '�' 1950 '. �? i 2440. 1 E.:.' 164 :196 " '4.94 A. ( . 6V%/_ ,;Me , 3710 .. 14 5 1x976 ' 1950 2�141 .121 10" 8" 8" -GH /2' 3260 1125 '. 1060 2120 2570 190 222 4.94 SJ -250 " 151117lS'B :4360: r �»14;Ar -A2120 570 ' ".1♦u326 ' i'376 6.18 8'.0- 1.N' `•1l''r; 1 .5360:t t PAn (A15S0� y, •7110G0,: r;: '.'gin Q120 .,. `f,42570;4.: :'4485 :' 5541. 7.28 . 9 1/2" 16" 6300 15508 1060 2120, 2570. 667 767. 8.32 117/8" 5050 1425 1250 2500 2950 407 459 6.18 SJ -050 314";• 'rrt;1-6-20-0-711. 1$50 :rl !•y250'.' 1•'r Q0..,:; ;2950,:.d' .'� 600 •d671 7:28 16" 7300 1550 1 1250 2500 2950 822 914 8.32 7'-6' 11 7/8" 7750 1750 1400 3375 . -38,90 606 660 7.18 SJ -550 1'-0" 530' . t1'�trA50 . 40a • _, 8375,x' 3850; ;t t' 49i'888 4'. 1,1'.962' .' 8.47 '. 1 131- " 16" 11200 1750 1400 3375,. 3850 1209 1305 10'-0' Notes SJ -350 14" 1'-60 3'-0" 1. Glue-na)led S values are for 12' oc spacing and Increase dor wider jdst 5pactng. Glue -nailed EI values Apply to floor use only. 2. Both bending and shear deformations shall be considered when computing 'dellacdons. For bonding doflection, use atandard engineering formulae. For shear deflection use 8x bending moment/K. EXAMPLE: Unlsormly distributed load on a SIMplp span Joist Deflection = Swl 1384EI + SWK - 5wl'/384E) + wrIK w = uniform load In pounds per lineal Inch I . MIMING span In Inchea Duct Hole length frarn t4ble. t Span Table Vacuo Note 2 (MUn. orargnce) Center of tale. TABLE III 3. The allowable moment shear and reatxlons are for normal duration loading and can be Increased In uml-dence with the coda for load duration. 4. Moment values shown are for non-ropetitive use. For Joist spacing of 24' o.c. or less, values may be Increased 4%. 6. 1 3/4a minimum bearing requlrod at Joist ends. 3112" minimum bearing required at Intermediate supports. e. Option - 51141 bearing without web atiffanara. 7. Design properties limited to untreated, dry conditions of use and Assume lateral support full length of the compression flange. TABLE II Duct Hole Chart Maximum duct hole len th JO tat Series Joist Depth JUIST 12 SPA 1 16 ING 19.2 24 SJ -150 All Depths 12" B" ' 6" 6" SJ -250 9 1/2" & 11 7/8' 14!,& 16' 13" 9" 9" B" 8" 8" 8" 8" SJ-3fi0 AII.De the 12" 10" 10" 10" SJ -550 All Depths 1 .121 10" 8" 8" NOtAS% A. Do not cut Or damage-rlengea. Do not overcut cernars of holes. B. Full depth rectangular holes shelf be located at center of span. C. A full depth rectangular hole Is only allowed In longest span of multiple span Joists. D. This table Is valid for residential spans that meet the floor span tables In this product Quids. Contact Willamette Industries for other oppllcetione. E. Other holes are not allowed within three Iffnes the duct hole length specified in table. R Allowable depth of hob Is depth of web minus 1/44. ROUND HOLE CHART Minimum distance from face of nearest support to center of hole. JOIST HOLE DIAMETER SERIES DEPTH 3• 40 51 s° 61/4" 7' 0" 85/81, 9" 10" 10 3/4' 12' 12314 SJ -150 9112" 2'-6" 3'-60 4'.-6" 5'-6" 6'-0' 117/8° 1'-6" 2'-6" 3'-6" '-6" 4'-61, 5'-6' 6'-6" 8'.0- 9 1/2" T-0" 4'-0"5'-0" 6'-6" T-0' -250 117/8" 2'-0" 3'-0" W-0" 5'-0" 5'-6- 6'-6" 8'-0" 9'-6" 14" . 1'-0" 1'-0" T-0" T-6" 4'-0- 4'-6' 6'-0' 7'-0' 7'-6' 9'-0' 111-6" 16" 1'-0" 1'-0" 1 1'-0" T-6, '-0' 1 5'-0" 5'-6" 1 7'.00 ' 101-6" 1 131- " 117/8" 3'-6' 4'-6" 5'-6° 7'-0' T-6' 8'-6' 10'-0' 11'-6" SJ -350 14" 1'-60 3'-0" 4'-0° 5'-s- 6'-0" 6'-6' 8'-0' 9'-0" 10'-0" 11'-6" 13'-6" 16' 1'-0° 1'-Q" 1'-6" .31-0' •~3'-61' '-Q' 6'-6a T-6" 81 -Oa a '-0" 134-60 151-o" 117/8" 2'-6" 4'-6" 6'-0" 7'-6' 8'-0" 9'-6' 11'-0° 12'-6" SJ -550 14" 2'-0" 3'-6" 4'-6" 6'-0' 6'-6" 8'-0' 10'-0' 11'-0" 11'-6" 13'-6' 15'-6" 16" 1'-0" 1'-0" 2'-0' T-6' 4'-0" 5'-6' 7'-0" 8'-61' 9'-0" 11'-6' 13'-01, 1 16'-0" 1 18'-0" ,.vadau-y-I ryes . 2. The tlaer distance between holes must equal or exceed twice the dlamataIr of the largeal, hole, or three times the longest side of a ram angular hole. 3. Except as noW In A and 8 above, a 2' diameter hole is permitted to pe.drllled anywhere. 4. The longest side of a rectangular hole shall riot exceed three-fourths of the allowable round hole diameter. S. This table is applicable only for uniformly loaded StruoJoiat designed using the roof and floor span tables In this Product Guide. Contactwmamette Industries for other applications. 6. Outermost spans of multiple apen applications shall be at least 40% of the adjacent span. 05-25-00 12:20 TO:HOME DEPOT #6630 FROM: P®2