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07-0092 (BLCK)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: 07-00060092w.'' Property Address: 1510 AVENIDA CARRANZA APN: '773-125-001-24 -000000- Application description: WALL/FENCE Property Zoning: COVE RESIDENTIAL Application valuation: 3899 Applicant: Td�v 4� VOICE (760) 777-7012 FAX (760) 777-7011 BUILDING & SAFETY DEPARTMENT INSPECTIONS (760) 777-71.53 BUILDING PERMIT Date: 1/10/07 Owner: MULLINS GILDA IMELDA 51510 AVENIDA CARRANZA D d LA QUINTA, CA 92253 -------------------------- JAN 10 2007 Architect or Engineer: Contractor: Owner I Cry OF �q ---------------------------------------------------------------------------L--------------------- LICENSED CONTRACTOR'S DECLARATION WORKER'S COMPENSATION DECLARATION - I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with I hereby affirm under penalty of perjury one of the following declarations: ,Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. _ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided License Class: License No.: - for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Date: Contractor: _ 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 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she 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).: (�) 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, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the 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 or she did not build or improve for the purpose of sale.). (_ 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ( ) I am exempt under Sec. , B.&P.C. for this reason f•- I v -- 0-7 CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: _ Lender's Address: LQPERMIT insurance carrier and policy number are: Carrier Policy Number _ 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' compensation provisions of Section 3700 of the Labor Code, I shall forthwith co ply with s provisions. ff 11 c + .Date: -D?Appl�icant:? t WARNING: FAILURE TO SECURE ORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS 1$100,0001. IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN. SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. . APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this 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 application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 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 county ordinances and state laws relating to building construction, and hereby authorize representatives of this county to enter upon the above-mentioned property fofor..inspecttiioon purpose 0 D�t-t0'V S'gnaturell ApplicantAgent): LQPERMIT Application Number . . . . . 07-00000092 Permit . . . ELEC-MISCELLANEOUS Additional desc . . Permit Fee 17.25 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date 7/09/07 Qty Unit Charge Per Extension BASE FEE 15.00 3.00 .7500 PER ELEC DEVICE/FIXTURE 1ST 20 ---------------------------------------------------------------------------- 2.25 Permit . . . WALL/FENCE PERMIT Additional desc . . Permit Fee . . . . 63.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 3899 Expiration Date 7/09/07 Qty Unit Charge Per Extension BASE FEE 45.00 2.00, 9.0000 THOU BLDG 2,001-25,000 18.00 ---------------------------------------------------------------------------- Special Notes and Comments 117 LF 6' BLOCK WALL Q EXTERIOR SIDE YARD & PORTION OF INTERIOR SIDEYARD. 45 LF 5' BLOCK WALL Q FRONT & PORTION OF INTERIOR'SIDEYARD WITH AUTOGATE. ELECT FOR LIGHTING & GATE. CITY STANDARD. Fee summary Charged Paid Credited ----------------- Due ---------------------------------------- Permit Fee Total 80.25 .00 .00 80.25 Plan Check Total .00 -, .00 .00 .00 Grand Total 80.25 .00 .00 80.25 Bin # r City of La Quinta Building U Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit .# `I L Project Address: 51-510 Ave, Car rayl Zw I Owner's Name: G i LDA /A V L t -11J $ A. P. Number: Address: I_ S 1 A,(?— (a-Vro n zo- Legal Description:City, ST, Zip: � a,i 3 Contractor: 0 W n v'' ( Telephone: — � Address: Project Description: City, ST, Zip: / /17 L Y Telephone: [i/ S L S r Gt/ a-4 1 State Lie. # : City Lie. #: ( T3 E(rc �,.. �4v7a Arch., Engr., Designer: Address: City, ST, Zip: Telephone: State Lie. #: Name of Contact Person: Construction Type: Occupancy: Project type (circle one): New Add'n Alter Repair Demo Sq. Ft.: # Stories: # Units: Telephone # of Contact Person: Estimated Value of Project: APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Recd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Cbeck Balance Energy Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading. plan 2"d Review, ready for corrections/issue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- ''" Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees 77 Total Permit Fees OWNERBUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "Owner/Budder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the City or County. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $200.00 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. If you are an employer, you must register with the State and Federal Government as an employer and you are subject to several obligations include State and Federal income tax withholding, federal social security taxes, worker's compensation insurance, disability insurance costs and unemployment compensation contributions. There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. For more specific information about your obligations under Federal Law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contracts are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "Owner/Builder" building permit, erroneously implying that the property owner is providing his or her own labor 'and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board in your community or at 1020 N. Street, Sacramento, California 95814. Please complete and return the enclosed owner -builder verification form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Very truly yours, CITY OF LA QUINTA DEPT. OF BUILDING AND SAFETY 78-495 Calle Tampico La Quinta, CA 92253 (760) 777-7012 FAX: (760) 777-7011 22 1- ©-07 ER'S SIGNATURE/DATE Sl- 510 14ve- Cx.vrarrz- PROPERTY ADDRESS t)*?— PERMIT NUMBER(S) S�S�o ,De�ants5 1�Uish-PF C 72peW"Z C7 Client Name Coachella Valley Housing Coalition Los Angeles Requirements? No Enter Yes or No Address w Na. m y Job Address c tri �a Description S a d P a m Gravity Load - Material Weights c" Roof Dead Load m(3`•' E oin iJ Concrete Roof Tile 10.00 psf 1t2" Plywood Shrg : 1.50 psf Trusses or Rafter w1 ceiling.: 2.50 psf ------------------ ----------- Roof Insulation R38 Batt : 1.50 Psf ----------- ---------- ------------ ----------------------------- —------ 518" Gypsum Ceiling : 3.20 psf _ ----------- 625 Miscellaneous Loads : 1.30 psf FES 1; REX = 20.00 1700000 e ; ___ K' Deeper__ 875 _____675 psf ...... Wall Dead Load SNd Grade 7_and_Dee—er– _____ 500 co ---------- __ _ 95 --- –625 –625 1400000 6X Members co DENNIS S. 718" Lath and Stucco : 9.00 psf w NO. C-04 Select Structural--------_-------- V2" Plywood Shear: 1.50 Psf EXP 2x6 @ 16" o.c. Studs : 1.63 psf --1500 1200 ----1000 825 R•19 Batt Insulation : 1.00 psf –7 CNQ ------------- Posts 518" Gypsum Wall Board: 2.70 psf ----------- ---------- Miscellaneous Loads : 4.17 psf – 950 --------- 85 – –625 625 _1300000 1600000 #1 '9 EWDL= 20.00 psf Ox Pt Allow Live Loads Root Slope Flat or rise less than 3:12 pitch : 20 psf Rise > 4:12 but < 12:12: 16 psf Rise >12:12: 12 psf Specifications: Wood: vvoou rrammg per vvi.LD uraumg rcui— ivumoer ro Code: 1994 Uniform Building Code Steel: Anchor Bolts - A307, Threaded Rods - SAE 1018, Rebar - fs=40ksi for 43 or less, fs=60 ksi for all other Structural Wide Flange - Fy=36ksi, Structural Tubes - Fy=46 ksi Concrete fc=2,000 psi for all stabs, continuous foundations and spread footings - no inspection required. fc=3,000 psi for all structural grade beams - inspeotion required. • CVHC Plan 1215 3B3B.xls r 0 LL�– °vir w Na. m y or c tri �a Douglas Fir Visually Graded Lumbery S a d P a m H c" F m m m(3`•' E oin iJ to�w 4X-----orLe-----ss------------------------------ ------------------ ----------- -------------------------------------- ----------- ---------- ------------ ----------------------------- —------ ----------------- 2 _and Deeper --- ------- 1450 --------------------------- 1000 95 ----------- 625 1900000 ---------- - – ------- -------_--------_- #1 7_a 12t__!t – 7000 ------------ 95 – 1700000 – __ #2nd ___ K' Deeper__ 875 _____675 .... –....... 95 ...... 1600000 SNd Grade 7_and_Dee—er– _____ 500 _____575 - –325 ---------- __ _ 95 --- –625 –625 1400000 6X Members Select Structural--------_-------- Posts----__----__ 85 1600000 #1 Posts --1500 1200 ----1000 825 ---------- 85 ------625 625 1600000 ---------------------------------•---- ------------- Posts ----- - --- 700 ----- - 475 -------------- 85 ----------- ---------- -------------------------------------- Select Structural ------------- Beams ----- 1600 – 950 --------- 85 – –625 625 _1300000 1600000 #1 Beams 675 M 1600000 #2 Beams ____1350 875 ---- ............. 85 ......625 ------625 1300000 ------------------------------------- Glu=Lam Beams -------------------- -- _-- -----425 ----------- ----- Unbalanced dry use ------ -------- 24F _V3 DF/DF – 2400 1100 ------ ----- 165 _____ 650 ------------ –T 9 Balanced for cont 24F -V8 OF%DF 2400 1100165 650 1800000 - ----------------------------------- or cantilevered ----------------- --------- --------- ......... ---- ....... ��-- �-- vvoou rrammg per vvi.LD uraumg rcui— ivumoer ro Code: 1994 Uniform Building Code Steel: Anchor Bolts - A307, Threaded Rods - SAE 1018, Rebar - fs=40ksi for 43 or less, fs=60 ksi for all other Structural Wide Flange - Fy=36ksi, Structural Tubes - Fy=46 ksi Concrete fc=2,000 psi for all stabs, continuous foundations and spread footings - no inspection required. fc=3,000 psi for all structural grade beams - inspeotion required. • CVHC Plan 1215 3B3B.xls r I ,-D 115, 5.. IlVish'-f .p ms, MOM wl, ND � � - --.1111 3 -ii A. . . . . . . . . . . . ---------------- ----------------------------------------------- --------------- - -------------------- --- -- -----------_ i i- 43.17 21.40 ------------------------ .. . ......... JobNo,� 9815m.�M, EngmeerOySV�1(1a . . . .ir. . . . .-,ir+_} - - i':�'' } -��`� ........ 'W .��gDate,4/13198 A< .. R I N - i +h,{. 1 N f."YXNS N N SW��TimeN,u1742 �s a nr iii s an JO ,.bTttfe: 1215363B' Checked North to South A -B RESIDENCE B -C GARAGE BLOCK -Mmm ms, MOM wl, ND � � - ShearwalfSpacmg (�ft[[t 43.17 21.40 %%. pp'� s% �pyOgC now fi S 1C E UG.S d5S S<Sba A'. fY���1. '. w 'tU : A Y,f� : A �;;Buldm _Geometc BMW. SM'M"." Platelolate_Heigfit_(ft)�% 8.0 8.0 T,o plati, k i f roofs ft)K 5.8 5.8 31.7 21.3A 1.5 20 20 20 20 20 20 20 20 20 20 20 20 • . 20 20 20 20 20 . 20 KIM PooDh 1§ ftfi,5ide'�Roof Eave ft ''1.5 Right,BideRoof,Ea3e:(ft)�y_2rs, 6RenoF WaI1,Dead;load;:(psf) x, Roof Deaf LWd:(psf)s�r�'° °^ : ;_ Left_Canblever < is ra m: sect bo:a. ar;'�,.;,9 . , .. P , .,,,.. . �',��; �s1 4�k 1;Q� "+�zsxr?�?•z� "�,#?xc.�.��."x�r Ce from 0•torl5:feet Table"1S G' 1.06 1.06 1:06, 1.06 1.06 1.06. 1.06 1.06 1.06 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 • 12.6 12.6 12.6 12.6 12.6 12.6 12.6 12.6 12.6 1 1 1� 1 1 1 1 1 1 1.3 1.3' 1.3 1.3 1.3 1.3 1.3 1.3 1.3 i ' Y w • C,e,fromril,5,to�20feet „Table; l6 G ; .<"> Basic Wind pressure qs {psf)` Table�� Accu ` n"Catego '' Tatile;l6rK��<:'s Cq Pressure Coefficient Table 16 H : MYSeismicData , .tea a, ,M, zxxw x�x� x a „a way 4 _jaxe : _ �s ..v. .,: ..,. .;';K. a :,c�`?".�.'1,� +�'' Z, Zone Factor --Table 16 1 , x 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 - $ Il; Occu � Category Table 16 Cume�ncal coefficient specfied in<~�%"; "� Sec6ort:1j628-2-1.':vfa a s �' s 2.75 2.75 2.75 2.75 2:75 2.75 2.75 2.75 2.75 6 6 6 6 6 6 6 6 6 ., M= RwStructural Systems Table 16 N "F Z1C/RwIWd u 0;183e:as1$3 830183 0`783 Q1830:183ys 0:183%0;183" : v nCHSeismicCom" anson�.-`�-.- .. Wind PreCs_sureipli''�.rR �, � ri;:,:� #,s1.9..1'� �?--_7..,1) _ ::.. -S .ywry <��_. :y�qCs , •,>n.�C�,�,>�'��s, 145 iFd -08as 'R§ L5 S44G 9 PA4:�X 4Y9 AG r_ S� �n dP w S K zvx x Goyemi Force 1x Lyn .,g Force ry<�1 „ ; 171 170 X windvinnd,Wind Wind Winch Wind WindWind:Wmd`x CodeAtfow (16d 16" o c) Ibs 4 n 3540 -1765} MFw' x a 4 a "� L� ®RFEE rtrona k1 d x Nai s eq d _ _.; M. . T .,. .... : ^' .. ...,. #r ar %.r! n:,Location'-' '.w . A B C . , .•..'" - ....."' 4 G' ;:5: 'Sir;,: 4uC, s,V 82.1. �„�„�,<,�.,,' �, �,� �.,,�n �,,,�,.: „��;,,�•„�,,,,�,._ �.�,��tu� �t�x . _.�.,�n 116 268 "�. i alp of a S y v F zRMerto a_ tgitied'sAeamall arialyss Reference wa11;0y CdumNLtid and VYa11 Numbei(ie.Wal112' grid l mall 2)?: 4.0 4.0 2.7 4.0 4.0 2.7 Lengffi of Wall #'I�',�,'. twa ^' Lersgth of Wall #2 z �; a110. LenMn 4.0 6.0 gffirbt ,.a�aR::ccnaaancg•.1 u.: •. ;�' €:• nNi-r lerigtlriif-Wall #5 ength of Wall �� >cs< LengthofWall#7��;.����� x Lenges �'� ��` �• _ ofWall #8�; ,� Length of,Wall #19„�,+��•��;��'f' Len "�th'°}af YVall #10 � £x . £);Sfiearviiall:Leii yW- Shear(PIf),. .,.�..�.... < CVHC Plan 1215 3133B.As I t .:e n ms , Wish:' -p> '.: '�:'L.:. :...vT. �. u.:( .. m:.v.:. �.m-:ri.-: ' Residence between 184 - Garage between 283 t z _ 'L`.'" vv�_._c:.t.:•vYe'.t'�.t'3v�.............:ii .i:'/.'� 9815"ec „ � Engines Date, 411 ti _ -3198 r ba1 121b 383B'.,. rT wx...1 - .......... .....-�-:- .��=.... ��'';r^--•�-�T= '` _. r, Yss .,::.. >.�� ..... ... East to West Residence between 184 - Garage between 283 a� 1: 4- 2 3 S �uxs" sse; D.... Sfiearwall Spacing (ft 28.67 21.33 Ptate to plate{Hsi" ht {ft " ' 1}k fit: Nf MV:.y/fo To ate'to peak of roor or para t 8.0 8.0 6.8 6.8 , Draphragm DepU%(ft) i b. :: 43.2 21.3 1.5 1.5 :• r Rsghtsitle;Roof,Eave.(ft); r. ,::=;"•; 1.5 1.5 Extenork,Wall Dead;Load:(ps �Y 20 20 20 20 20 20 20 20 20 v r 'dloa RoofDead;(psf)y=:;,: ,s?'`` 20 20 20 20 20 20 20 20 20 Lett'Cantilever�ss x fit:.V. X �' •; 4w ��. .flap ragm ,Aspest ,. aUo X 0 66 4�ecu a :1 00 X '. +� �� � '� �'° Wind Data .'vd4OM1+'� "_�..•+'A++4'... ...3a .x ..:.. r+. CefriimwQ;o,lS.feet ,Table':•16 G. s'?�s. n q axsx ucxvcx�x:xx s� a uxs ra aw�cusaxxx csa xarX $�S ssx c x x axsaa w a vc cs �:� xysw x� rS..?r... ,, M-5.7•iv.•a}.yN'!A's,%-0S4S.'StN''zGCEbb"'�iU.:'.�r':'.;r?+:i{+Nh•?vc�:C+}krtd}L•eCC{.•+P,F.'`Gv`f 1.06 1.06 1.06 1:06 1.06 1.06 1.06 1.06 1.06 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 w Ce fr k15 to 20 feet Table 16-G :may . Basic Wti3d pressure qs (Psi Table :16F ... ;�,... _.-, ?;,.: 12.6 12.6 12.6 12.6 12.6 12.6, 12.6. 12.6 12.6 . Table,l6 � Occu ajj Category' K'+ 1 1 1 1 1 1 1 1 1 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 t CArPressureCoeffaent Tablel6cFi•. . �..- � ?Seismic Data xr "A `. RM,,;. ZZorie`fadw.-Table 16 1:- x -. 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 1. 1 , 1 1 1 1 1 1 1` � ' 1_:.."_., -.•"scat ' ory_<Tablel6-K x �e�r�l�raeffiaent specfied�n � " 2.75 2.75 2.75 2.75 2.75 2.75. 2.75 2.75 2.75 6 6 6 6 6 6 6 6 6 t Rvv"'��,Stn7ituW Systems Table 16-N 3 1830c�x1?:z8. 3 8- W�indlSetsmicCom arison Wind Pressure a x y1x�,.Asxw3x�asa�a�cax,�s.�rao�cs.aac•n!x tu vu, .... c � SeismicFwce(p�;`: �� ♦.188" .'"9�.�',� Governiri" Foice plf). 188 5,;Mindr� �Wind 4,,.: fid,V Wind. ... � a ? Wind uS Wind�M,Wirid; Wind Wmd� �Dta ra mChord Tension x - Chord�'fenson;M !8b (Ibs) "' r ., �. q•48• ��. �`�`��s ,.���0�3'�,.�.'r����o�....:���t�'-�'���s',1,�`,` � . e a ... ( @ ) Code Allow 16d 16" o.c. Ibsr ,u 2351 X,� MM Nor , x: ttwna 16d Box Nails..R?q .d Faz _.... _< r.":u.i�x:••. xsv e v s b m r _ - _,� , ., , x......., ,. chsL .i::r °�fi:'�'_ :,R��a'a'�wy'F�: iYi�'4�+�r7�Ai3ofi3xt�✓.dd� li�i:�s,;Wai,'c� - _ �}ic4{�o;�s`afi�'�`''��^'--'��v�"' ,`- ?;>. n ocaUon ^; 1 4 2 3 V,SIMFatO idLihe#(0666&Yk,sti.:; A2696r 269fi 2000 X2000xXJIM=, v D�hM m'Shear I s a : > , : x S2 62 s x UP_9,4 „...Wallp air�''�x����.x;'� „.,. •,} kRefertc attaclied,shean2ll;enatysl5� Reference wapDyzColumN(�iC�,an0,Wa11;Numbei(ia�Nel112rgrkf Lengt>ofWalf#1?;`V 4 4" 4 4 Length;ofWall#Zs�x1x LgthofW tl#13." 4 4 4 4 4 4 Lengthxof Wall #4 •- , ub gY E?SheairovallLeri "itis ft` , 2 yUmt Shear (ply` W225:� k225 x� CVHC Plan 1215 383B.As ♦ H T. S - .,r. L{.'__,_ "{ 'u',-�- .L.Sru L P �' �, i : i y �..:--•-:-_'-.v' - .. - per. ..: WaII; 4 A.. ,� y,.,,.• - .y -yW` <a4+';k�':`.'•.y\x 5 F Y'},'. ,,,r$ . .- r, -G�,v � 1�`1-,- 2 3��� �;"4 �� She�ar Number ° . .. .. * =k.� . �'�• Grid 1 Une (D�rection / Column Line , ..L:.::., xs>,; ,,-:..... ,•:...:.,.-, 1.0 1.0 1.0 ' 2.0 2.0 3.0, 3.0 4.0 4.0 4.0 1 2 3 1 2 1 2 1 2 3 Metal Metal Metal Metal Metal Metal Metal 'Metal Metal Metal 8..00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 • 8.00 8.00 - 8.00 8.00 Shearwall Plot Information 2.33' , 2.33 23.67 23.67 28.67 28.67 28.67 Wall;,,Se Fr min N MetalorWgod Heighfxto lateral Load'or Drage Lat re aHeight Plate"toPlate,Height rYn NoteOngORO eOX, rner SuttXcoordtn�te `.� €ndX Cootinate _,- 2.33 2:33 23.67 23.67 28.67 28.67 28.67 21.33 33.83 49.50 2.00 17.33 k 17.33 29.33 50.33 60.50 StaitY�oo di afe.: « "fix; _. X 37.83' 53.50 6.00 21:33 4.00 21.33 33.33 54.33 64.50 4.00 4.00 4.00 4.00• 4.00 4.00 4.00 4.00 4.00 4.00 End�YGoodRate?25.33 S.heanvaNuW dthk?M . < 'Governing Fore Enter 0 85for $e050m:tc 1.00 1.00 1.00 1.00 _1.00 1.00 1.00 1.00 1.00 1.00 Rof DezdjL. d (RI L) plf 20 20 20 20 20 20 20 20 20 20 ' eno��Wal�l ;s plf �� - �3rss 20 20 20 20 20 20, 20 20 20 20 225.00 225.00 225.00 250.00 250.00 250.00 250.00 225.00 225.00 225.00 A'Ired♦Laterat Load,` v �n PPN (. Replacement of additional Dragg K ioadi s)�a�' 1 a r'A ��� • - Ro f or�Floor4Tributary Area fof� resist u .hft,m,feet ,,,• 14.33 14.33 14.33. 12.50 12.50 12.50 12.50 14.33 14.33 14.33 Applied load fpr header at left ofd p� � shearwalL<.jn. unds, ' �s,, . - Applied"load fog header at right�� 4=fix of shearwallgln ounds _ � � �� Sh arwall£1Ratio :• ;:. ,M 3 2 00 2 fl0 .°206 P'UO 2 '. 2:0.0 ..n..... .a ::•.'' ...-. .. ut--.. .�+v--.- +s:. -..,,-. _... L<+.. - .-..: _ a .....:Nt'mv"�f^'�'v-N4 kK'^, 4' ;: �-,3.�. Y/l'v'*LS Total Lateral +Ora I x 4_ . . a . 9°(P f1 .. y� ,- -225.225;; �225� - 250250 .(}Y+,r - `7� 4' 250 �250.<�225 �k ' A b h%• Xv 225 Z25�' VNerght;ofyShearwall in NOW MM OF640D EWE WWJJ NOW WNW 110M lop 3%0 pounds, . . - Vlfe@ hof Roof/Floor above wal! m M``_:tt 3. 3`F{ . r1u � ,,��.� `j`. -Mi'%"!. ! Y "'.9 MORON ����-.:288<a`,i:5:+'FXKS. IN . z°mi. ..,.�. _... ,..?'',r5 i._. .. . .....:....... .... ................ " T- .. .... ........ ,,. - - - -- - ---------------------------------- - - - - ISOturning:Moment:, ft -kips '`'::`3C '• C^''''•^. :.%'i,-.ty :y �. iy - ^v .,'ii!s-'t �SXSV .Yw"iS 1 ti; }i... .. _.. I...W, . 12,: 1? 1,2 13 E,� 1:3� 12 1Z� 12 4 3r. , _, ., , .._> ,.. :, ;;:1;3, ,. k�1_,3i,,. , x --. ........ ..... .. g Moment'at:.Right Side, w, � yt rh �x kkn a - n �4 dt , g Moment at Leff Ll N r4:4W .... • a_. 03 - - - - -- - Is`iiatCorne�?;1 Yes OS Nod 1 0 0 .0 0 1 0 1 0 0 HTT PA PA. PA PA HTT PA HTT PA PA Enter S mpsoc� HD,nPQ oryHTXT 11p1ift�at�,�Right;sideofwall,kin�tbs �n2,324;�''•-2374' 2324 � 2761 2761 2761 2761 2324 2324` 2324 ,�� _ Holddown Required' F R� ,.ar> u wv:,a.,.,,,M..k,an... ....^t,""�i5 H1T74�,{ IHPAHD22 HPAHD22: HPAHD22 liPAHD22 HTTm14� 1iPAHD22 HTT14 HPAHD22 <.,.�• ., r, . .. .... ,�a..,�....... ..., <, .., , ..,,.. ? ..,,K,> RRHD NC -SW er?°1' Yes ONO PA PA PA PA PA PA PA PA PA HTT t Ente Sim.p§on�;HD;.,,PL1`'gi��,HTT� UphftatLeft sde�of wa(I,m 16`�� 2,324' 2324 �232427y61X276127,61 X276#1, 2324 23242324, •'+'2 wta =, z:a -. k f ,„."$+, liolddownRequrred, k,; _ w c +:,w +w-•srNH•t, HPAHD22 HPi1HD22 HPAHD2Z HPAHD22z HFAHD22 HPAliD22F HPAD22, NPAHf722 HRAHD2Z HTaT14,_'; Sole lafexThickness actual 5.in r 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 MAS WAS MAS MAS MAS MAS MAS MAS MAS MAS Di ma ete of Anchor Boft`(in-j ...... Capacity per;bolt•in, pounds �M x r t 975 975,,975' . ;975 ,975 fflffo Total Base Shear of Wall (lbs);; %1,019 - 1;018 1;019 OVI(M „ 1,1199 91;119; x X1;1„19 W1;019" 1,0,19. ..tri � �, .: $pacing'of. Bolts in._lnches�* F 42 _s< 42 g SK42i -' 1�4M M2W WMMMy4M a2 �r'� W`42� `required 2 <�c2 y2 2;5Y 'Rx2'> ass?2:�3x x2262 02, x' .IWnilVum 11 12 13 - 14 15 16 i 17 18 19 20 Shear Wall Number Grid Line (Direction / Column Line A 1 Metal 8.00 8.00 800 4.00 64.50 64.50 4.00 1.00 20 20 307.00 2.00 A 2 Metal 8.00 8.00 8.00 13.50 17.50 64.50 64.50 4.00 1.00 20 20 307.00 2.00 A 3 Metal 8.00 8.00 8.00 24.67 28.67 64.50 64.50 4.00 1.00 20 20 307.00 2.00 B B B C 1 2 3 1 Metal Metal Metal Metal 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 Shearwall Plot Information 3.00 11.00 17.50 2.33 7.00 15.00 21.50 5.00 21.33 21.33 21.33 21.33 21.33 21.33 4.00 4.00 4.00 2.67 1.00 1.00 1.00 1.00 20 20 20 20 20 20 20 20 393.00 393.00 393.00 341.00 2.00 2.00 2.00 2.00 C 2 Metal 8.00 8.00 8.00 21.00 23.67 2.67 1.00 20 20 341.00 r 2.00 Metal 0.00 0.00 0.00 #N/A 0.85 20 20 1.00 1.00 Metal 0.00 0.00 0.00 #N/A 0.85 20 20 1.00 1.00 Wall Section at Grid Line Framing (Metal or Wood) Height to lateral Load or Drag Lateral Unbraced Height Plate to Plate Height Note: Origin in'lower left corner Start X-coordinate End X - Coordinate Start Y -coordinate End Y - Coordinate .. Shearwall Width Governing Force - Enter 0.85 for Seismic and 1.0 for Wind '-- Roof Dead Load (RDL) plf Exterior Wall Dead_ Load (WDL) - If Applied Lateral Load (v,,t in plf) Replacement or -additional Drag load lbs Roof or Floor Tributary Area to resist uplift in 16k Applied load for header at left of shearwall in pounds •• - Applied load for header at right of shearwall in pounds Shearwall Ratio-" ' 2.00'- •_ 2.00- ' ' 2.00. - 7- -2A0. .' . .2.60.. _. 2.00 .2.00., 3.00 3.00 .#NIA *N/A Total Lateral + Drag (plf) 307 .307 ' 307, "': 393'x_ "f39T' ,-,,393-s,. "" 341 341 ." ` #NIA #NIA- Weight of Shearwall in pounds 640 640'- 640 ` 640 ' 640 640 427 427 #NIA #N/A Weigh of Roof/Floor above wall inw p if 40 40"- -40-,,---, ---40-- ".. 40 40- 40• 40 20 20 _. .... -`2 Overturning Moment - ft -kips 15 �� 15 =15 20, 20 = 0 k " 11 11 ` #N/A #N/A - - MAIrt - - Resisting Moment at Right Side. 4.. of Wall in kis2 2 ., -'2 W -2 w-- 2 - Z . 1 __ 1 #N/A-' #NIA Resisting Moment at Left Side of WaIl in kis 2 2 2 2 2 2 ". 1 1 #NIA #N/A Is HD at Corner? 1=Yes O=No 1 HTT 0 HTT 0 HTT 0 HTT 0 HTT 1 HTT 1 HTT 1 HTT 1 HD 1 HD Enter Simpson HD, PA or HTT Uplift at Right side of wall in lbs 4054 4054 4054 7,5262 5262 5262 5123 5123 1 #NIA #NIA Holddown Required HTT14 d-HTT14,., . Ka%..., _ HTT14; , . HTT14 _ HTT14. JHTT14, JHTT14 . I MA I #NIA Is HD at Corner? 1=Yes 0 --No 0 HTT 54 0 HTT 4Q54:_ 1 HTT : 4054-- 0 HTT ._.L262_ ... 0 HTT 5262. , 1 HTT , 5262:_ 1 1 HTT HTT _. 5123 _ w,_5123 1 HD #NIA_ 1 HD #NIA Enter Simpson HD, PA or HTT Uplift at Left side of wall in lbs Holddown Required HTT14 IHTT14 IHTT14 ' IHTT14 IKTT14 IHTT14, IHTT14 IHTT14 I IIIA I #NIA :. r. �... ., - ..T - - 'Soleplate Thickness (actual - in.) 1.5 MAS 1.5 MAS 1.5 MAS 1.5 MAS 1.5 MAS 1.5 MAS 1.5 MAS 1.5 MAS 1.5 MAS 1.5 MAS Diameter of Anchor Bolt (in.) Capacity per bolt in pounds .975" 975,-. -"STS.- "" 975', ':"975"' -=•875 975' _,975 ' -975- - 975 Total Base Shear of Wall (Ibs) 1,347 1,347 1,347 - 1,691 1,691 11,691. 990 990 #N/A #N/A Spacing of Bolts in Inches ..:32- ,: .: , 32,-,,. -_._.32.:. ; 24....,, , . 24,... - .24:... :.,. 24,.. : 24, .. _ ,.NA:... . , NA-. Min Number required 2 2 2 2 2 2. 2 2 NA NA iu 60 50 40 30 20 10 0 -10 -10 =5 Shearwall Layout 11 12 13 _ 10 3 I ( 9 2 1 ( - 14 15 16 5 I � � � I 7 4 I 6 0 17 18 9 0 5 10 15 20 25 30 35 Shear Wall Schedule Shearwall Schedule For The: 1215 3B3B ` •�`- o°— m E °�j w° 1 hZ V.` CV ¢ °_ w y 0 3 ° C rn a y A 40 Qtn — J a m y =m taa U V O W H '" a a ° N 3 `o « y w d A J 3 �, 1°`oa r w a �h N c m 3 v o n C N 1:_ _ Of N 8 iv oa x d= ?to _ t d $ c m 3.g $°w .0 o m m m w ar �c u u _ ~v C W m u o.5 t r �y ° C m— ° v1 Z-- m d Z dM _ LL A E co) iiia o` O t pOpMYyb Z a m a m p v y .1 — a° t y I- w v,v_ w H Nail Spacing P 9 (edge:field) 1 1 1 1 4.00 226 3 Metal 2324 HTT14 1 2324 HPAHD22 1 112 MAS 42 2 2 7116 OSB 1 8d @(6:12)_ 2 1 2 4.00 226 3 Metal 2324 HPAHD22 2324 HPAHD22 1 1/2 MAS" 42 2 2 7/16 OSB 1 8d 6:12 3 1 3 4.00 226 3 Metal 2324 HPAHD22 2324 HPAHD22 1 112 MAS 42 2 2 7/16 OSB 1 8d 6:12) 4 2 1 4.00 250 3 Metal 2761 HPAHD22 2761 HPAHD22 1 112 MAS 32 2 2 7116 OSB 1 8d 46:12 5 2 2 4.00 260 3 Metal 2761 HPAHD22 2761 HPAHD22 1 112 MAS 32 2 2 7116 OSB 1 Bd 6:12 6 3 1 4.00 250 3 Metal 2761 HTT14 2761 HPAHD22 1 1/2 MAS 32 2 2 7116 OSB 1 8d @ 6:12 7 3 2 4.00 250 3 Metal 2761 HPAHD22 2761 HPAHD22 1 112 MAS 32 2 2 7116 OSB 1 8d @ (6:12) 8 4 1 4.00 225 3 Metal 2324 HTT14 2324 HPAHD22 1 112 MAS 42 2 2 7/16 PSB' 1 8d @ 6:12) 9 1 4 2 4.00 225 3 Metal 2324 HPAHD22 2324 HPAHD22 1 1/2 MAS 42 2 2 7116 OSB 1 Sd @ 6:12 10 1 4 3 4.00 225 3 Metal 2324 HPAHD22 2324 HTT14 1 112 MAS 42 2 2 7/16 OSB 18d (� 6:12 11 A I 1 4.00 307 3 Metal 4064 HTT14 4054 HTT14 1 112 MAS 32 2 2 7/16 OSB 1 8d 4:12 12 A 2 4.00 307 3 Metal 4054 HTT14 4054 HTT14 1 1/2 MAS 32 2 2 7/1603B 1 8d g 4:12 13 A 3 4.00 307 3 Metal 4054 HTT14 4054 HTTJ4 1 1/2 MAS 32 2 2 7/16 OSB 1 8d @ 4:12) 14 B 1 4.00 393 3 1 Metal 5262 HTT14 1 5262 HTT 4 1 1/2 MAS 24 2 3 15132 1 8d@ (4:12) 15 B 2 4.00 1 393 3 Metal 5262 HTT14 5262 HTT14 1 112 MAS 24 2 3 15132 1 8d Q 4:12 16 B 3 4.00 1 393 3 Metal 5262 HTT14 5262 HTT14 1 112 MAS 24 2 3 15/32 1 Bd (4:12) 17 C 1 2.67 341 3 Metal 5123 HTT14 5123 HTT14 1 1/2 MAS 24 2 2 7116 OSB 1 8d @ 4:12) 18 C 2 2.67 341 3 Metal 5123 HTT14 5123 HTT14 1 1/2 MAS 24 2 2 7116 O56 1 8d @ 4:12 Dennis S. Wish PE & Associate Confidential Structural Engineering Consultant 54-625 Avenida Bermudas La Quinta, California 92253 760.564.0884 Phone 760.771.3606 Fax Email: wish@cwia.com CLIENT Coachella Valley Housing Coalition Job No PROJECT La Quinta SHEET 1 OF 2 CALCULATION DESCRIPTION: Light Gauge Steel Framing - Bearing Header & Beam design Design headers using double [ channels WCJ with gauge as shown below. Secure channels flange to flange with 20 gauge top and bottom tracks. Constructed in accordance with Nominal section strength per AISI Section C3.1.1 WDL :=20•psf wd1:= WDL•Trib wtl :=wd1+ 0.75 •wll WLL :=16•psf wll := WLL •Trib wd = 688 -plf Trib :_ (0 +1.5 j ft Maximum Truss span bearing to bearing including eave. For Headers X-0" to X-6" using Boxed WCJ 6X20 Gauge section - Worst Case 4. From Steelers, Inc. ICBO ES Report L:=3.75 -ft #4389P dated March 1994 for WCJ section: Applied moment on header Ma :_ A,.-tl•L2 Ma = 1.451.104 -Ib-in Use 20 gauge x 6" deep boxed section pp 8 beam with 20 gauge track on top and 20 gauge track on bottom for headers and beams less than 4'-0" wide. For WCJ section: M wcj := 7690.2 -in-lb and M �ecj = 1.538.104 -lb-in For Headers 44" to 5-6" using Boxed WCJ 8X18 Gauge section - Worst Case L :=5.5•ft 2 From Steelers, Inc. ICBO ES Report Applied moment on header Ma := v�tl L , Ma = 3.122.104 -lb-in #4389P dated March 1994 for WCJ section: 8 Use 18 gauge x 8" deep boxed section beam with 20 gauge track on top and 20 gauge track on bottom for headers 4'-0" to For WCJ section: M wcj :=16190.2•in•lb and M wcj = 3.238.104 •lb•in 5'-6". For Headers 64" to 9-6" using Boxed WCJ 12X16 Gauge section - Worst Case L :=9.5•ft i Applied moment on header Ma := wtl•L , Ma= 9.314.104 -lb-in 8 For WCJ section: MN,c.I :=47980.2•in•lb'and Mwcj = 9.596.104 -lb-in 4/27/98 1 From Steelers, Inc. ICBO ES Report #4389P dated March 1994 for WCJ section: Use 16 gauge x 12" deep boxed section beam with 20 gauge track on top and 20 gauge track on bottom for headers 6'-0" to 9'-6". 54-625 Avenida Bermudas La Quinta, California 92253 ' t el �>�✓ ... ;;:, ►; I::,Sh:;� 760.564.0884 Phone 760.771.3606 Fax Email: Msh@cwia.com Structural Engineering Consultant CLIENT Coachella Valley Housing Coalition Job No PROJECT La Quinta SHEET I OF 2 CALCULATION DESCRIPTION: Light Gauge Steel Framing - Bearing Header & Beam design For Garage Header 16'-O"using Boxed WCJ 12X16 Gauge section - 5'-0" tributary roof load at Worst Case WDL:=20-psf WLL:= 16-psf Trib:=7-ft Maximum including eave. wdl:=WDL-Trib wH:=WLL-Trib N,,,t1:=wdl-F0.75-wH NNtl 224 -plf From Steelers, Inc. ICBO ES Report #4389P dated March 1994 for WCJ section: L:= 16 -ft Use 16 gauge x 12" deep boxed section beam with 20 gauge track on top and 20 wfl-L 2 4 gauge track on bottom for Ggage Headers. Applied moment on header Ma := Ma=8.602-10 -lb-in 8 For WCJ section: Mwcj:=47980-2-in-lb and Mwcj=9.596-10 �Ib in 4/27/98