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SFD (12489)52195 Avenida Madero 12489 4. rf t P.O..BOX 1504 No. 1289'1 n. Building 52•-195 1: e. -o 78 105 CALLE ESTADO Address LA QUINTA, CALIFORNIA 92253 Owner David.,Pots Miller fe< BUILDING: TYPE CONST. OCC. GRP.' Mailing Address PDQ.:_. Box '722 7-73-202-021 A.P. Number h City Zip• Tel. Lo i3 10 lock 38 La Qu rota, C .. •92253 _ 342-8363 Legal Description . Contractor " 'SFD` , r v -. Project DescriptionR Pacific °. `raki B: r " Address ti Same City Zip Tel.. kt, R State Lic. City r•, & Classif. Lic. # S Ft. No. No. Dw..', B 42538: 1355:. a• 1257 Size ' ' .• Stories Units Arch. Engr.; -+ < ti Designer New ❑ Add ❑,FAlter ❑ Repair ❑ Demolitiori ❑ t Address Tel. Permit. i ncl.udes patio - and wooden fence. 1 v; '3- CityZlp < . State Retaiz2ing walls and/pr- pmb : permits to be" ,, Lic. # - , : , } -obtailled separately. ) LICENSED CONTRACTOR'S DECLARATION I hereby affirm that II am licensed under provisions of Chapter 9 (commencing with Section t r 7000) of Division 3 of the Business and Professions Code, and my license is in full force and:. = _ 5 effect. J, ri S.'. SIGNATURE. DATE ' ., ' - _, ,z OWNER -BUILDER DECLARATIONi y p g Estirrtated Valuation ' , $77, 2 5 000 , .•; I hereby affirm that I am exempt from.the Contractor's License Law for the following - . ,- ' reason: (Sec. 7031.5,Business and. Professions Code: Any city or county which requires a permit to construct, alter, improve, •demolish, or repair any structure, I prior to its issuance also , •s requires the applicant for such permit to file a signed statement that he is licensed pursuant. to - PERMIT ' ' ,ti • 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 bans ' i. _ - ';,"yr f '• for the alleged exemption. Any violation of Section 7031.5 by 'any applicant for a permit •, Plan ChR.'Dep. 250,w00. , subjects the applicant to a civil penalty o/ not more than five hundred dollars.($500). .A ❑ I, as owner of the property, or my employees with wages as their sole compensation,. will Plan Chk. Bal. 73 fv do the work, and the structure is not intended or offered for sale. (Sec. 7044, Buisness and n C Professions Code: The Contractor's- License Law does not I to an owner of property who COf1St: ,w:; 540.5d ds' - PPY P P Y _ t•" builds or improves thereon and who does such work himself or through his own employees, -4- .+ ' 5 provided that* such improvements are not intended or offered for sale. If, however, the building MBCtI. ` 0 ` or improvement is sold within one year of -completion, the owner -builder will have the burden - - t of proving that he did not build or improve'/or the purpose of sale.) EIBCtrICal - t . _ 7 q. s e 1F- ❑ I, as owner of the property, am exclusively contracting with licensed contractors to con- Plumbing 144° . 00 "strucl the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law 1 does not apply to an owner of property who builds or improves thereon; and who contracts /or. .S.M.I. 7. 72 R.- such projects with a contractor(s) licensed pursuant to the Contractor's License Law.) k Grading 2fl . Q O 1 am exempt under Sec. B.,& P.C..for this "reason Driveway Enc. _ .0 ;+k Date Owner Infrastructure _ 1069©. l0 E , Precise Plan.25.00 WORKERS' COMPENSATION DECLARATION hereby affirm that I have a certificate of consent to self -insure, or a certificate of — 1 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. TOTAL 3,066.13 l3 r/ CERTIFICATE OF EXEMPTION FROM ` REMARKS ";. ^7 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 lhp 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. r Date 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 comply with such provisions or this permit shall be deemed revoked. •' _ Minimum Setback'pIStanceS: +.'.3 - e 3`•Front back fir Center ne I - Rear ck fr Pr. Lin CONSTRUCTION LENDING AGENCY Side S t Setback from Center Ln w" • 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.) ; Side S ack fit • P?operty.X _ _ til 1, , Lender's Name _ ` ,R Lender's Address FINAL DATE ' INSPECTOR This is a building permit when properly filled out, signed and validated, and is subject to F • expiration if work thereunder is suspended for 180 days. t ^, I certify that I have read this application and state that the above information is correct. Issued by: 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. ® $ UNITS COLL. AREA 2ND FL. SQ. FT. YARD SPKLR SYSTEM POR. SQ. FT. ® MOB]LEHOME SVC. BAR SINK GAR. SQ. FT. ® POWER OUTLET ROOF DRAINS CAR P. I SQ. FT. DUCT WORK DRAINAGE PIPING WALL SQ. FT. DRINKING FOUNTAIN SO. FT. ® HEATING (FINAL) URINAL ESTIMATED CONSTRUCTION VALUATION $ WATER PIPING NOTE: Not to be used as property tax valuation FLOOR DRAIN MECHANICAL FEES WATER SOFTENER VENT SYSTEM FAN EVAP.COOL HOOD SIGN WASHER(AUTO)(DISH) APPLIANCE DRYER GARBAGE DISPOSAL FURNACE UNIT WALL FLOOR SUSPENDED GRADING cu. yd. $ plus x$ LAUNDRYTRAY AIR HANDLING UNIT CFM FINAL INSP. 16.4 KITCHEN SINK ABSORPTION SYSTEM B.T.U. TEMP USE PERMIT SVC WATER CLOSET' COMPRESSOR HP POLE, TEMIPERM LAVATORY HEATING SYSTEM FORCED GRAVITY AMPERES SERV ENT SHOWER BOILER B.T.U. SO. FT. ® c BATH TUB FIRE ZONE ROOFING SQ. FT. ®c WATER HEATER MAX. HEATER OUTPUT, B.T.U. SQ. FT. RESID ® 11/4 c SEWAGE DISPOSAL SQ.FT.GAR ® 3/ac HOUSE SEWER 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 r SETBACK I GROUND PLUMBING1 LQ UNDERGROUND A.C. UNIT COLL. AREA SLAB GRADE ROUGH PLUMB. BONDING HEATING (ROUGH) STORAGE TANK FORMS SEWER UGH WIRING DUCT WORK ROCK STORAGE FOUND. REINF. / GAS (ROUGH) S METER LOOP HEATING (FINAL) OTHER APPJEQUIP. REINF. STEEL GAS (FINAL) TEMP. POLE 11_1'—C/3 4 GROUT WATER HEATER SERVICE FINAL INSP. BOND BEAM WATER SYSTEM GRADING cu. yd. $ plus x$ _$ LUMBER GR.,/ FINAL INSP. 16.4 FRAMING 12 ^J3(dq FINAL INSP44(" `` C//1 (r ll/J ROOFING 12-- 2_ L -m Tw cr T S / 2-7-1-133 LD [ REMARKS: VENTILATION FIRE ZONE ROOFING FIREPLACE SPARK ARRESTOR 2 GAR. FIREWALL / 2-114/4:2 LATHING MESH INSULATIONISOUND ,r O— f3 FINISH GRADING FINAL INSPECTIONL _Qj ( CERT. OCC. FENCE FINAL INSPECTOR'S SIGNATURESIINITIALS GARDEN WALL FINAL I DESERT SANDS UNIFIED SCHOOL DISTRICT 82-879 Highway 111 i NOTICE: Indio, CA 92201 Document Cannot Be Duplicated 619-775-3500 Date 11/12/93 No. 12526 Owner Name David Miller Type of Permit La Quinta Permit # Log No. 52-195 Street Madero City La Quints Zip 92253 Study Area 112 . APN # Tract # Lot # 0 Square Footage 11257 Type of Development Single Family Residence No. of units 0 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 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 1.65 x 1257 or $ 2,074.05 . have been paid to D.S.U.S.D. for the property listed above and that building permits and/or Certificates of Occupancy for this square footage in this proposed project may now be issued. Fees Paid By David Miller Telephone 564-5823 Name on the check By Dolores A. Ballesteros Superintendent Fee collected /exempted by Tomi Doebereiner Signature lfaLA Q 6. A5 Payment Received w Check No X3839 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 DIXIE ESCROW INSTRUCTIONS ESCR0W OFFICER Diane Binkerd 78-451 Highway 111 • La Quinta, CA 92253 (619) 777-7744 • Fax (619) 777-7745 YOUR CDP'V TO i;ETAI %' ESCROW NO: 1483-D DATE: 10/01/93 Buyer has handed you initial deposit in the amount of . . . . . $, 500.00 Prior to close of escrow, Buyer will deposit the amount of. . . . $ 20,500.00 TOTAL CONSIDERATION . . . . . . . . . . . . . . .. . . $ 21,000.00 and will deliver any additional funds and instruments required from me to enable you to comply with these instructions which you are authorized to use provided instruments have been filed for record on or before 12/01/93, enabling you to procure CLTA Owners or Joint Protection policy of title insurance, with title company liability for the amount of total consideration, on real property described as: As per Legal Description attached hereto and made a part hereof. PROPERTY ADDRESS: vacant land APN-773-2027021, La Quinta, CA 92253 (Not Verified) TITLE TO APPEAR VESTED IN: DAVID ROSS MILLER, a Married Man, as his sole and separate property BUYER TO CHECK ONE OF THE FOLLOWING: ( ) as joint tenants ........................ ( ) as community property ( ) a single woman (never married) .......... ( ) a single man (never married ( ) an unmarried woman (divorced) ........... ( ) an unmarried man (divorced) ( ) -a widow .... ( ) a widower FREE FROM ALL ENCUMBRANCES EXCEPT: (A) Current Installment(s) of general and special county and city taxes, including any special district levies payments of which are included and collected therewith, for the current fiscal year, not delinquent, Including taxes for the ensuing year, if any, a lien but not yet payable. The lien of supplemental taxes, if anyy assessed pursuant to the provisions of Senate B111 813, Statutes of 1983 of the State of California. BUYER Tb PAY ANY SUPPLEMENTAL TAX BILLS ASSESSED AFTER CLOSE OF ESCROW DUE TO THE RECORDING OF THE GRANT DEED FROM SELLER TO BUYER. (B) Covenants, conditions, restrictions, reservations, oil or mineral reservations, rights, rights of way, and easements, now of record, if any. INSTRUCTIONS: 1. PRELIMINARY TITLE REPORT: This escrow is subject to buyers approval of a preliminary title report on the subject property within 5 days of receipt of same. In the event written disapproval of said report is not received within the allotted time said report, shall be deemed approved and_ the satisfaction of this -.-requirement ,--,---.,,-. Prorate as of Close of Escrow - Taxes based on latest tax bill or on amount furnished by title company I/We agree to pay buyers usual charges. Buyer(s) are aware of their responsibility under AB3132 to file a Change of Ownership Statement with the County Recorder at the Close of Escrow. Buyer(s) are further aware that should they fail to file said Statement at the close of escrow, they will be subject to fines and penalties as assessed by the County Recorder. Escrow Holder is released and relieved from any responsibility and/or liability in connection with same. Buyer David Ross Miller The foregoing terms, provisions, conditions and instructions, and those on the reverse side hereof are hereby approved and accepted in their entirety and concurred in by me. I will hand you necessary documents called for on my part to cause title to be shown as above, which you are authorized to deliver when you hold or have caused to be applied funds set forth above within the time as above provided. Pay your. escrow charges, my 'recording fees, charges for evidence of title as called for whether or not this escrow is consummated, except those the buyer agreed to pay. You are hereby authorized to pay bonds, assessments, taxes, and any Liens of record, including prepayment penalties, if any, to show title as called for. Pay•Documentary Transfer Tax on deed as_ required. JAMES J. PATTON, M.D. INC., AMENDED AND RESTATED EMPLOYEES' RETIREMENT TRUST Seller: Seller: James J. Patton, M.D., TRUSTEE Eileen Patton, TRUSTEE 4 /r: 41 DAN RILEY CALVIN C. KAMINSKAS Asslslanl Commissioner c 1 a Sealer. WelAhb & Measures (714) 275.3000 (714) 275.3030 OFFICE OF- AGRICULWRAL COMMISSIONER JAMES O. WALLACE, Commissloner 83-612 Avenue 45 Suite'? Indio, CA 92201 (619) 342-8291 DATE ( (c\ I 3 CASE NO. P c DEVELOPER'S NAME s 1 S , C ° J aS S r -.N. AWRESS s 'F TELEP1IONE: Dear Developer: After reviewing your landscaping plans, all.plant material listed is not. in violation ,ofgilarantine laws governing' the Coachella Valley. If .substitutions do occur and they differ from plant material listed, this office must be notified immediately. Thank.you for protecting and preserving the Coachella Valley's pest -free environment. AVf1cultufbl Comniss oner's Office cc: Indio and Riverside 4080 LEMON S1REE?, ROOM. 19, RIVERSIDE, CALIFORNIA 92501 - FAX (714) 215-3012 144 A; ti" G t I } r t +cid ' -- - - _ .----- P01 r y rk r r.t ir" y'ti ` . yt i` ,(lft .i° gr r • . s • 1'Ilailon..yCervi tate: €identlai tt- •''t'kYYatN,rla..+n x';C'r~..i_. , r - CF -61 is Myfl ` . . } .. .- - •. lits tornt to aaf afy M tpulttnMs of the AdinMlstratlw Cede btl Op at.t,%ut the Information Must be ProMed and postae iresa 4„ q* La+w K f•r e,,. Number F. • c ,i 4 y,i 5srwu d'4yN A ai• ryk• . t t„u • ' ” .. allation CYtlifit la is required to W posted it the buNdlhg alta prior -to thfa iaauan e, of the oceor permit. This form iusbd to meal Mertie rpquhrrt ntti, AN appliance C211"orids hied_ bellow as fine actual equipment installed. Note that . 19nc "arid type,01 the M*hl ici. Installed must be equivalent or better Man oto appliance speptied on the Cattificate of erica (CFktR): TliIs artr its W36r;lts aqunralemt) shall be propend and sighed by the porson(s) assuming overall S b Itry to1ry ihitippBana"_ tallatbn. F g. Gf>ilgned. Nythat u(pment sited in the eat pay above tit)► algrlsture is the actual equipment Installed and equipment "ithe requirerhants d the Appliance Effteikncy Standards. In addition, l have verdied that ipmont u;equivalint to or inori;iflicient-than the equipment apaeilfed on the Cenilinta of Compliance submitted to .gate complianeetele Er»rgy Efiicienq Standands for tesidaMW buHdings. tai• ^Q + M, cy"1,. •7 , i a ~ X54_ i H N s " ,4 `. ;r AY3STEMS y '` ➢r z' y t r' a + iydronic'tiot'I erlMormdipn b anti ed hare. Otho► hydronklacombined hydronic equipment is listed under . Isiating Systerla;°' = . ti P ^a f w , • CE Gttfflid , sr het ul r DisstltttAlon fbueto► Heating Load Riveting uiinnacel z 'filanuf: Mdka { : EHkbnoy Typo and Piping Bofors Over• Equipment im etc lModef Number . ARUE ate Loeatkn &Value Slzln Btuh G e Btuh r Y r r i x C t `rV t t t +at t,;. ti r i• a y '. Equip:+'F ' ^Actisl DiatrlbWon Ouctor Ir pond.,° tYanul. Make t Effkbnay .: Type end .. im etc.Model Nuntbit. SEER Loeatk n It- jalua t fl R YR ,Q J q. Ibingdrisipn hail loss and d sipn heatoWn iWshave been determined using a mat hod: rpy Effteie St " ar and are two of the criteria used for u meat a kd in Section 150(h) of I r aq and selection. Dole MAC Subonvacm (Co. frirM Or:ierlerat COrlriGtOr Or Owner q .NEAnNf3 sYSTe lsi c(' 4Y ; 5•knft t . , 6fiS 1. ' DMOY , External listing z :r n ,Cf C Cartllfadf f tad « y r Tank': Factor or Tank T ysi t tF y'fiAanuf. fllaka its < y ate •Ffnput (kW ; gpaotyi ` Recovery Standbys Inaulatbn U , ate:1, w;','ModalMn!T - - VAWA 64[11t ,+t tis 5 'oto. 8.3 b ' c5.i• i is -77a . (rated rtputs 7S 000 BauArj alietfl slat and heat Ounlp water hertiara. list Energy Fedor, ratar.heatail (rated input 3,75,000 BtAr), ht Rated Input, Rawwary EtWency and Standby Loss. 'witK ttsaOars, list Rated Input send Recovery Efficiency.: , tNa waMr haaga, tat Rated MPut. i HEADSf,, r ,a f,C'+-!;' . Z Yi7 i >f; jiy(•✓r T • ids hulspod"a►p listedan-the Coinmaaon's Otnctory of GRlried FaUcols and Showerheads, >' Subchapter 2; laaction 111 F i Dar pin" Sub0ana'scm (Co' ) or tsrrieral Contr r or Owner S ' S t Dennis S. Wish C.E. Job Number: Miller P.O. Box 1583 Date: 1.1/11/93 La Quinta, California 92253 Description: 52-195 Madero Engineer: Dennis S. WishP.E. I. Balance interior line of shear (from wind loading) at back wall of garage and drag roof diaphragm from kitchen dining area. By inspection wind loads govern over seismic. q s := 16+psf C e := 1.06 C q := 1.3 " I:= 1.0 QypF ESS/pN P:= q s•C e•C q•I P = 22.599 •psf p q co DENNIS S. WISH h parapet = 3.0 ft No. c-041250 CC ERPm h wall9.0 ft L trib = 35.33 . ft + 2 2 5 ft L trib = 29.915 • ft'q @ V P. (h parapet + h 2 l 'L trib V = 5.07 -kips \. / Check Diaphragm Capacity I diaphragm = 36•ft V.: V v = 140:845 •plf Minimum 1/2" OSB (particleboard) I diaphragm sheathing is ok - (not spec'd on drawings) .(same value as 1/2" CDX) secure w/ v diaph - 240 8d (6:12) unblocked Check back wall of garage for shearwall. Lwall.:= 22 -ft V wall V v wall = 230.473 •plf L wall Ok to use 1/2" gyp board both sides (v="125 plf where wind loads govern) V 2.125 if v 250 • if unblocked w/ 5d cooler nails @ 4" o.c. provided P provided = P (drywall screws may be substituted) Required Drag Length V = 20.282 -ft Therefore: extend.wall to roof by V provided providing blocking of top and bottom chord of trusses w/ 2X blocking and sheathing blocking w/ 1/2" CDX plwd w/ 8d (6:6) for full length of wall. Nail roof sheathing w/ boundary nailing at 4" o.c. to blocking below. No additional drag strut required. Dennis S. Wish C.E: Job Number. Miller P.O. Box 1583 Date: 11/11/93 La Quinta, California 92253 Description: 52495 Madero Engineer: Dennis S. WishP.E. Check shear wall for uplift wdl := 15•Psf Mot := V -h wall M of = 45.634 -ftkips 2.L* Z 35 M res := w di• —•ft• tall + 15-psf.h wall' 2 M res = 96.195 •ft•kdps ' Factor of safety against,overturn FS := Mres FS = 2.108. Not holddowns required at this line. of Wood sill connections to concrete foundations: Section 2510 (UBC 1985) (b): Allowable shear values used to connect a wood member to concrete or masonry Are permitted to be determined as one half the tabulated double shear values for a wood member twice the thickness of the member'attached to the concrete or masonry: Assume a 11/2" thick plate and (e) 1/2 diameter anchor bolts: From table 25-F: t := 1.5-2 -in For 2 1/2" member P d2.5 1260.1b For 3 1/2" member: P d3.5 := 1270.1b P (P d2.5 + P d3.5) and P 1.265.103 •1b bolt 2 , bolt — Bolt Spacing: Lplate := 22 -ft N bolts := N bolts = 4.008 P bolt 3 _ L plate S. = 5.489 • ft' " - Summary: use 1/2" dia' anchor bolts N bolts @ S-0" o.c. or use Simpson MAS anchors @ Y-0 o.c. For MAS anchor installations Vmas : = 720 -lb V _ N mas N mas 7.042 V mas S mas L plate S mas = 3.124 • ft . N mas Dennis S. Wish C.E. Job Number. Miller P.O. Box 1583 Date: 11/11/93 La Quinta, California 92253 Description: 52-195 Madero Engineer: Dennis S. WishP.E. Check shear panel at garage front (refer to attached Enercalc shearwall analysis) hparapet 4 f hwall 8 -ft / h V P- 2 .5 ft I h parapet + 2all I V= 2.215 -kips For 2 each 2'-6" shear panels / V : = V v = 442.944 • plf 5 -ft Summary from attached analysis: Use minimum 3/8" CDX (structural II) plywood secured to framing w/ 8d common nails (3:12) all edges blocked. Secure plate to slab w/ minimum 1/2" diameter anchor bolts at 20 o.c. (Three required). Install Simpson HD2A at each end of pier to double 2X studs. - Typical each side of garage'door opening NOTE: DO NOT USE MAS ANCHORS - SHEAR AND UPLIFT EXCEEDS CAPACITY OF THESE ANCHORS. Arch Tech Engineering 'Title :Pacific Trades Const, Structural Engineering Consultant Scope :Garage Shear Panels P.O. Box 1583 Number:Miller La Quinta, California 92253 Misc (619) 564-0884 Dsngr :Dennis Wish PE Date:11-Nov-93 PLYWOOD SHEAR WALL DESIGN & ANALYSIS Page ------------------------------------------------------------------------ DESCRIPTION >> Garage Piers >> Wind governs. ------------------------------- LOADS ---------------------- ----------- LATERAL: #1 : LAT. SHEAR APPLIED TO WALL 443 plf x Length = 1107.5 lbs #2 : LAT. SHEAR APPLIED TO WALL= plf x Length lbs #3 : STRUT FORCE APPLIED TO TOP OF WALL = lbs #4 : STRUT FORCE APPLIED TO TOP OF;WALL lbs #5 : MOMENT APPLIED @ TOP OF WALL = ft-# Load X -Left X -Right VERTICAL: ------ ---- ------ #1 : CONCENTRATED = lbs ft #2 : CONCENTRATED = lbs ft #3 : CONCENTRATED - lbs ft #1 : UNIFORM = plf ft #2 : UNIFORM = plf ft DESIGN DATA PLYWOOD APPLIED TO ONE OR BOTH SIDES ?. . 1,2 --->> 1 Use Simpson HD2A PLYWOOD GRADE: GRADE: STR I:1, STR II:2 --->> 2 3300 lbs NAIL SIZE: SIZE: @ Right 6d, 8d, 10d --->> 8 «-- SHEATHING.THICKNESS:. .3125111, .375", .5011, .594" --->> 0.375 «-- @ 20.9 in o/c or 5/8" Anchor STUD SPACING = 16 in WALL LENGTH = 2.5 ft LEAST DIM. OF END POST = 3.5'in WALL HEIGHT = 7 ft SEIS. FACTOR FOR WALL WT= 0.3 WALL -WEIGHT = 20 psf NOMINAL SILL THICKNESS = 2 Ht/Width Ratio= 2.8 ------------------------------- SUMMARY --------------- ---------------- USE.......... .0.375 in Plywood Applied To --->> 1. Side/s Required Nail Size = 8 d Req'd Nail Spacing = 3 in Req'd Field Spacing= 12.in Shear Wall Capacity = 492 plf x # of Sides 492.00 plf Actual Total Shear = 1212.5 lbs Required = 485.00 plf UPLIFT CHECK Moments about lower: ..Left.. ..Right.. Overturning Moment on Wall 8120 ft-# 8120 Resisting Moment From Vert. Loads 438 ft-# 438 Uplift @ End w/o D.L. reductions = 3073.0 lbs 3073.0 lbs Use Simpson HD2A @ Left Side of Wall : Capacity = 3300 lbs Use Simpson HD2A @ Right Side.of Wall : Capacity.= 3300 lbs Sill Attachment..... Use 1/2" Anchor Bolt @ 20.9 in o/c or 5/8" Anchor Bolt @ 32.6 in o/c or 3/411 Anchor Bolt @ 46.1 in o/c FOOTING DESIGN..... Arch -Tech Engineering Title :Pacific Trades Const', Structural Engineering Consultant Scope' :Garage Shear Panels P.O. Box 1583 'Number•Miller La Quinta,"California 92253 Misc (619),56.4-0884 - Dsngr :Dennis Wish PE'Date;11-Nov-93. PLYWOOD SHEAR WALL DESIGN & ANALYSIS Reinf. Area @ Left = 0.244 in -2 Shear @ Left_ =0K @ Right = 0.520 @ Right OK ------------ ----------- FOOTING DESIGN &.ANALYSTS -------------- --------- FOOTING SIZE LEFT OF WALL _ ft -CONCRETE,WEIGHT = 145 pcf Wall Length = 2.5 ft REBAR COVER 3.5 in RIGHT OF WALL `` = 8 ft. f'c = 2,000 ------- Fy = 40,000 Overall Length _ 10.5 ft MIN. As % = 0.0014 FOOTING WIDTH = 1 ft Total Vert Loads= 2,634 lbs THICKNESS = 18 in --Kern Distance = 1.75 ft Lateral Load Applied Toward ----->>> Left Right Ecc: of resultant @ footing.CL = -4.31 ft 3.24 ft: Soil Presure @ LEFT.Side of Footing = 1,858' psf psf Soil Presure @,RIGHT Side of Footing = psf 874 psf Mn @ Left Face Of Wall = ft-# ft-# Mn @ Right Face Of Wall = 4.3 ft-# 16570.6 ft-# vu/.85 @ 'd' from Left Face Of Wall = psi psi vu/.85'@ 'd' from -Right Face.Of Wall 12.78 psi 5.92 psi Allowable Shear,- = 89.4 psi 89.4 psi Overturning Moment _ 9939 ft-# 9939 ft-# Resisting Moment = 12427 ft-# 15227 ft-#' ...........FACTOR OF SAFETY = 1.25 ft-#- 1.53 i 1/2" OSB APA RATED TO. 1/2" STRICT 11 PLWD W/ 5d'(6:12) UNBLOCKED OVER ENTIRE . ROOF. BOUNDARY NAIL'' TO BLOCKING t W/ 8d ® 4" O.C. THIS WALL- ONLY. MFG- PLATED BN. W/'8d ® 4" O.C- FOR FULL TRUSSES 0 24" O.C. r . LENGTH OF WALL BELOWJr {{ (NA " COX STRUCT II (N) CONT. 2X PLYWOOD NAILED TO SOLID BLK'G (N) 2X BLOCKING W/ FOR FULL LENGTH `• ' `8d NAILS g 6'", O.C. FOR OF WALL FULL ,LENGTH OF WALL BELOW., , c¢pg D 16d COMMON NAILS is 4" O.C. (N) 1/2" GYP BD BOTH T.YP. SIDES SECURED W/ MIN 5d COOLER NAILS OR, ALT: USE SIMPSON DRYWALL' SCREWS a 4" A35F g 24" O.C. '`"O.C_ TYPICAL ENTIRE WALL. « Irl" DIA' AB- Is 5'-0" O.C. OR ' SIMPSON MAS w V-0" O.C. y MU 2 PER,CONTINUOUS MUD BILL PLACED MAX 12" FROM EA END OF SILL - NOT TO EXCEED SPACING AS. NOTED. ESS/0N n oQ?,OF Pacific Trades Development DENNIS S. LNISH C, j Lot 10 Block 58 - NO. C-041250 R 52-195 Madero m «La Quinta, California 2 j- S ENGINEER: DENNIS S. W15H PE CIVIL P.O. BOX 1555 d,T LA OUINTA, GA 92255 (619) 564-0884 P DWG. TITLE: Miller, ' DWG.'No.. DR.. BY:, .D5W DATE: 11/11/141" SIZE - CHKD . BY: D5W APPD . BY: D5W SCALE:' 1'*'=0" • SHT .: I OF: l i F711 Y . - . x x 4 a _ _ Q. ext ., ok OF f Ouinta- Ut*tb inanb afett r to : s This . Certificate issued pursuant to the requirements of Section 306 of the Uniform Building! Code certifying that at the time of issuance this structure was in compliancewith the various. ordinances of the City regulating building construction or use. For the following: BUILDING ADDRESS 52-19 - 5 Avendia Madero Use Classification Single 'Family Dwelling Bldg. Permit No. 12489 Group R3 _Type Construction VN Fire Zone Use Zone. SR - David Ross miller P.O. Box -722 Owner of Building Address La*Quinta, CA _%.2 53 City By. Lonnie Day Date; April .11,-1994 Building Official POST IN A CONSPICUOUS PLACE Y �,�� � .. LUMBER SPECIFICATIONS �,��OIESk TRUSS SPAN 21'- .00' TPI 'SINGLE MEMBER FORCES DH SIZE SPECIE' GRADE MEMBER(S) Q�� �,(� LOAD DURATION INCREASE - 11.25 T 1- -576 8 1- 0 N 1- -718 tv !``� �� SPACED 24.0' O.C. T 2- -1224 8 2- 1146 M 2- 776 TOP CHORDS:'h ".��S hili V�� T 3. -649 8 3- 12117 N 3- -738 2x.4 OF 411 1- 3 LOADING 8 1 0 M 4- 1101 BOTTOM CHORDS: /p� LL( 20.01+DL( 10.0) ON TOP CHORO 30.0 PSIF 2x 4 OF fi 1- 4 Up).G�/ter 'DL ON BOTTOM CHORD - 110.0 PSFe N 5- 10 01 N 6- -718 MESS: 0 3 TOTAL LOAD - 40.0 PSF■ M 7- 8114 2x 4' MF STAND Y- 8 R5 PSF REDUCTION TAKEN ON N 8- -718 MIL80TTON CHORD. AXIAL STRESS ONLY. OFF PANEL SPLICE NOTE: 9 OF CA`LEFT - 735 RIGHT - 735 "' - " .Oft panel point splices are. located ALT. CONO. 25.5' NET SPACING. BEARING AREA REQUIRED (SO. IN) at 1/5 the panel length +/=-S* at SINGLE MEMBER AND. PLATING AS SHOWN. �� JOINT 5 11.18 OF / 1.81 HF either: and of the panel. -11ndIcated. SC FCI INT 9 1.18 OF / 1.811 HF except end pdnels, v O�� -,1 / `O C-1 o .4 o m t P. 31 '95 1z0.29 �\ s ��G�Z EP;; -5x5.1(S)-� C-2.5x4:C 3 C=2.5x4.3 C-2.5x4.3(AS) C-2.5x4.3(NS) C -2:5x4.3 -.wpb ,� �.�• 1. %5e.(S1 � � : :.,+ Q CLI Ba. ,a • 'C I'J -1x2.6 C -2.5x4.3 0. 5 C -2.5x4.3. C -1x2.6 C -2.5x4.3 (AS) C -2.5x4.3 (NS) C -56.1(S) 21-00-00 Scale: 3/8 - JOB NAME' RIOGERUNNER 'PACIFIC' " WARNINGS: General Notes, urdess other,. se noted. FILE* NO.: FR -21-40/34-40.M e'n e'""'I Nm'ne w'r'' bown, conan'cnon of tru"a• r" R""y I &sign to support loads as shown. " i. Buad.r.rW- 10it C-41Wor ettould he.dvWdof an GenerN MOM 2 rgn assumes the top ano bottom chords to be laterally braced at 3'•0 oc and at 12'•0- c- respectively w.nwnQ: b.1 -core trudton commenwi 3 2.4 tmppaacl bridging or lateral bracing recommended where shown . DATE: f / f 3/42 ver 4.4 mrtrpn..ton ...' x t.s .bre er.c rm +t he fnu.ftd whxe .nw.n a Instaaalron of vuss s the resoons body of the respective contractor 4: All beset ace n rviny.mints such n Wnftors.y.nd pem,.nent bracing, . S Design assumes trusses are to be used in a noncorros,ve.ermfonment. nv+t he d--tpned end provided by d-.lpner of corViole .tructun" grad ate for dry eonchlion of use ' REF.: '25- 1 DES. BY:. GN Cwnp.nrv. w•+•••-. no'n.p.nettttthy for such hnNng: 6 Design assumes lug bearing at all supports shown. Shim or wedged (77 tr��+ , CO.I . .. s. No to.d .Mutd W .Wi.d- b ." conpeneM unto Mer .a hnchp .nd necessary . IPUT�US 1. IL.. SED.:. O 3 i 'T • bsr.r.w,n co^•W-u, and -' nn rail•- .Would .ray loede Weiner thin 4.ipn 1 -& M d to a t. tel` �r'y e"�O'�rt 7 pesr n assumes adequate orarna a is proweled 9 g 6 Plates shall be'fowted or. both laces 01 vusS ana.placed so their center - .'"O^'• ,J c i 1 . .. t eomputnn n.. no consul we, .•w ,..cane. ro re.porolbilhy a the lines conc•oe with. pull center lines 9 Digits indicate size of prase m inches ^'•c•""'O w ' Se"^'•r• +•+•rte+ t.eric.-tfort, henda„o. +hlp-M .rad in-rt.lan or co.••po.•.M.. 7.' TW ct-Vz N tU,, e..N-<: to IM hn•nalio••.,on inn, deslpne eel r:Mh 10 For basic des! n values o' :ne Corrtnuuvs °iaw -M•careo w the txef,+ • C see I C B� A R 421' . ' w n.. 1.,... O•,. ,.-�,.... her rap wct+c'in.... p•w t.F£.. rnrrry nr . The cct o lms ON t+rr„ C- f._�.__-_��_ _. �_ __.J"_..�� 2..�...,.. .>.., v ..._n...-..-... r.!••!;N!nl0! IiF! rl c:.l:Pc :r � , .� tl Tlt.'C• •]"f --____._.. _. x LUNGER SPECIFICATIONS u' TRUSS SPAN 21'- 00' �¢ t sih"t • LOAD DUAATION INCREASE - 1.25 + SIZE SPECIE R GRADE MEMBER (S) l 4 SPACED 25 5' 0. C TOP CH . ORDS: ,.. «.. r+o t +c LOADING of BOTTOMCHORDS, LLI 20 OI+OL( 10 0) ON' TOP CHORD - 30.0 PSF 2x 4 OF Ii r.- OL- iON`BOTTOM-CHORD - 10.0 PSFrt' .STAND it AL - LOAD, 40.0 P.SF.tr . 1iEes 2x .4 MF `PSf REDUCTION TAKEN DN a ,:_ r �� i . ��,. '� + 2: d ir,': t� * ar r ,' !• "r BDTTON CHDRO.-,'AXIAL STRESS'ZINLY ES WZLS _ OFF PANEL SPLICE NOTE a h :i x W b Oft panel point SPlicea are locate0 4 +f anal lenat r 0 0thy/,6 et, tir :rr� i, tiC :tJV either`, ens of the ane n r , 3 �' .1 s, i,R , M �� . , n P I'i tlicateo:• r.�.. :W� r:c..>L�1 + 'I. except end n.�,.�e , 0 Pa ala t 'C- Ex,4.C/,.��ri z'r. = ~6;D: � _��t;�n. W�.n��.�'.x "1'`�>,� � �: ;r -� ':xtr• o.LF,'.�k. �'r.{~.' a t �_. t'"�F ,'"',y � .v`' •" %�.��j6�� ..�ix � a • ,c ,'�, o,.�� 'r. 7"4•,�'�°° �x r `t�� y.1�. +c. w .+� �= r-.. � i���k LF'^ ;.-�v kt.+. ,�,,,,\•�,. (1 `j .�r'`'�� Q - ' e "'Z' C i* -t ,art +� �} .o`�{''7!+.e. *t e' tc'� �', rr fir_ •j i.�`' •u\\\- - k �' r;,t , ,r°' r �:wr'"s'.:a? `��a� "�`�''� rx�� tit •',� � ��,. < _ u :1rr "'F >:c r >, "� .w= 'ti"`�;,�d y,.�+,.• % � � � - . r p pit• , „ :v, :� a« .£: PAL r C�1_\F. OF CFO . '~f .-• `!Ftµ..c ...fay. �{.•.. :F - - 12-- ta , -=0.29 6-00-00 ' -3-04-00 " # C-56.1 (S) C -1x2.6 C -2.5x4:3 C-2.5xUINS) C. -1x2.64. C-2.5x4.3(AS) :.,-C 3x4.3 o + 1.75' (S)� o r -N- -2.5x4. % MX2 6+ /C -2.5X'4.3 % /C -5d I,ty> j -2.5 / C -.1x2.6// 3 - Continuous bearing ' 21-00-00 Scale: 3/8' JOB.NANE: RIDGERUNNER 'PACIFIC' wARNINIMS:, General.Notes, unress otnerwrse noted FILE NO.: FR -21-40/34-40A t' p'ad alt G4 0 f Motes OW WIN sh 0' bet. eomtrustto. et trusaea 1 Design to suopo� mads as shown z. auttderand .ivetw.contractor .naaebe, aft Sof an(W w W #Was„. 2 Design assumes t -e top anti bottom chords to be taterany braced at wmmnpa twwn construction conunencea. 3••0 oc and a::2'-0 oc resoecuvety DATE: 1/13/92 ' Ver 4.4 3' 1.3 COr"P1e161011 .lie tnacrrnp + w rstetad arhirm ahoom .. 3 2,4 unppaacCt br dg•ng or lateral bracing recommended 'where shown .. e. Asoar.twro.w.talrgirrh.neerretnearrhper.ryarneperhh,ar,e,aa,Sclrq, _ 4 Instaealion d_ cuss :s the responsibility of the!escecbve contiector. . haat be dd@4p and pho.ldad by dnWw or compote atrrretun. S Design re tassumese conC soared use used m anon-eorroy a em rdrimeru ' REF.: 25-1- DES. -BY: GN eoromrus oaomws rot n.perwwmy, for such mae'm 6 Design assumes fun bear wad Should w 9 rrhg at an•suptwns srtown Shan a.wetlge d S. No , CEImpuTI'us nc. Spptiad w airy eorrnperrrnt unit .n.r an Waeinp and necessary ' .stoners we , c to e. and at notihrr Should any weft pnater than deMpn '7 Deyg a appliedn assumes aoeouaie drainage rs - rovhoeo - - SEG.: Wads pried to ship eenpRate onfif• a s all be toca;ed on bah laces of ouss. and paced so their center haslines concrde win rant center lines .•.uh.cn �.c ..w +...o : ca.0*r. shat.. 293218 • b°npOtrua h- ro central Stier end stawnea of napens nts. for rM 9 Ugds militate size bt plate in inches . . t.arksnon, harndWp, SntPn+nt and wuastWn of conyarnena. t0 . For basic desiggn values of the Computrus Plate. indicated by'Ihe prefix - ' 7. This daegn a horrrrd 69$W Mother martons on was designs wi eonh �C ' see I C B O AIR 421, by the Truss Pate Institute W "6rachnp woad Www& 6WT_ a copy et ' f t The Comouirus Ne: Section Plate �s no,caieo by the Preh. "CN" lite .ankh .al be twmtstse A Cerrrgrtrua upon mown. cesgnator I t8) -no'cates t8 da nalenal is used All others are 20 got ,f+44'.tx '}< LUMBER SPECIfI TIONS TRUSS SPAN 33'- 4.00- TPI SINGLE MEMBER FORCES OH LOAD DURATION'INCREASE' - 1.25_ ' r T f- '-1115 B'1 0 M.1 1222 .' SIZE `. SPECIE GRADE MENBER (S)r # SPACED 24.0' O.C. T' 2- -3166 B 2- 2311 N.2- 1950 (" TOP a ry #. .x 3• =4456 . B- 11. ; •4006 N':3 -1580-':- 2x ! .1 . OF ' /f 1- g a, r ` + LOADING T 4•. -'-4808 '8 4---,,_ 4BS8 • N 4 1128 ' f BOTTOM CHORDS ? x ` 4 �` LL ( 20:01 +OL 1 10'.0) ON TOP CHORD - 30.0 PSF is r T 5• =3978 B 5- r 4680 N=$- 2x 4 OF f 1« ,. 4 1- 7 OL ON BOTTOM CHORD - 5.0 PSF T 6- :-1633 B 6• ;3132 . M' 8• 576 r r NEW ' t U: f .;•L �, ;• TOTAL LOAD - 39.0 PSF 2x 4: MF : STAND 1-12. 14 `{ t 2fi' 4 `.11F STUD f3111111i4. rz'_x'yrtz:��>N,B -88 f r}`' Mi0- -836 N'. OFF PANEL SPLICE' MDTE k r r., tr•^ + ;, w f <r+ t Nl1- 997 Off panel ptllnt• splices are located ` i, ' t ' 4R t •' Y .s f 12-=f77B at 1/5 the panel length +/- 6' at N13- 1914. i either and of the panel indicated, ter^ f r f' z r -� ;< �— `x,: rb • ' 4 �.N14- -1222 .except end panels ,.. n ,� . F.i .. +c^• 1 '• t .. OEESSIp lj x+ .s 1 � . Y `; • { P .sy 2 "rl rFT lr 4,7 ` a i •�-:}� '"r''ti-f:.�•:i .f; '4'' '�r•.+�y'i .-`f e.'#, yk of 945r�, + �� •�- •- �r'Y3... .,.• +ftl_�...�, ' LEFT .1237. „RIGHT.. 1237 ,.5 •� Y,:. s ?i,et,;, yF.+ -t�� ,7,x.2• ,c ,!'.. ..t:.,;,'+t�.�f ` t ::. �jv (� -:� 3"' x'.' x.. i ',-Ks'%, h �..�i 4 / ` C'. \j. 1 ,,• - .4. c "r �ttiw x�k `"'r$;. rl. , S _..�i�.'j � sire: >" ' � . � .s •^ � 4 i. ;•. t ' � � xf�? �� .r � �" 4j . ' ' . 'BEARING AREA REGUIREO _(so..Ira IV.98 13F } -3;- ��.V► 3:0$ M cc JOINT 1$ 7D - C n `rr''r'�- � ':`tT. %-'� '.v°`�. ,. '" r,,.si. :v+ *n#; ++.- r- .y',e:, .EI�.�%3Q��•_� .•.r x4 � •k. � a. _ =1 98 of / 3.0$ HF' .. }�a"....'E-:x. ^*�„'K5, ":... ,. - ..i <-:;A; •� s "�-.. , :i •'=' a y `, ] �t.J _.�["d�� , � W' *_ T-.. x R .i2 L. 4'6R •`>C p�..M� � �:. • �'+ .,yp'• y q .�,.' �.1 �',.,.<�y„xr,, .'' :+ .. »�. i4 �:t''�.5-, •c•r:�#krSS•rf;--. .. �� `\�: ��.. - r ,r .. d'.� y.. z .. .. 'a ,� Tqr� os, • of civE C -2.5x6 (AS) C-5x5.1(SI r-9 Ftrd a r_9 A.vA 911M1 C -2.5x4.3 (NSI C -5x9.4 (S) CN18— M.6 (AS) Scale: 3/16• 35-04-00 ' JOB NAME: RIOGERUNNER PACIFIC' ` wAtaafoa Gertwrwf Notww, unless otherwise notes ' FILE NO.: FR -35=36/24-35 1. Rid sa oe^sn1 M0„' 00 Wor W, O'10A ewnwuettww m tn»eeo. 1 Design to suppon loads as shown. - 2. Dpadex~tor400rdfsctox.hmWboodw, daOaue,,.,Nao,.O.nu WIN ' ~� consfouctfons'a'wn1 2 Design assumes the top aro bottom chords to be laterally braced at . at 2.4 recommended �FOFFssio , S. osngorce .e0 bwe0rp snug i MstelMd -hon shois .. rfYa lateral bracing 3 Impc bridging where'sham . . • 4 tnstaaalion of truss is the rest onsrbnng of the respective contractor AN e. w. t.rrsi bra wetwrrg Nwrrnu eueh r e rwrgorsry trrd,,wnrrwrr ro 0'�r y 5 Design assumes trusses are to be used in a npn�corroswe environment. . LL-) thirst be °ss', will frimided 0► deelpnsr of conF, swetun: Cornprdrus wssums no momrsteony for such OrOcww. and are for 'dry condition" of use 6 Design assumes fug bearing at all supports shown Shun or wedge of . L Mo food should be spptled to"ca porwn until offer en Orw h and C -2.5x6 C-2.50.7 Or C -2.5x7:7 7 Des gn assumes adequate drainage is provided N .5x2.6 be wOptfod to fury conooeerrt. �. Cewwtrus n.. „o compot.wr,�r e1 d os.urrw: no mpwnslDiwty for 1M CampuTrus Inc. rrurUrKlUe�.p • rwG•e1e�o • CO✓UTre fTsrTrrf _ • 2. Dpadex~tor400rdfsctox.hmWboodw, daOaue,,.,Nao,.O.nu WIN ' ~� consfouctfons'a'wn1 2 Design assumes the top aro bottom chords to be laterally braced at . at 2.4 recommended GATE: 1/13/92 Ver 4.4 S. osngorce .e0 bwe0rp snug i MstelMd -hon shois .. rfYa lateral bracing 3 Impc bridging where'sham . . • 4 tnstaaalion of truss is the rest onsrbnng of the respective contractor AN e. w. t.rrsi bra wetwrrg Nwrrnu eueh r e rwrgorsry trrd,,wnrrwrr ro 0'�r y 5 Design assumes trusses are to be used in a npn�corroswe environment. REF.: 25-1 DES. BY: GN thirst be °ss', will frimided 0► deelpnsr of conF, swetun: Cornprdrus wssums no momrsteony for such OrOcww. and are for 'dry condition" of use 6 Design assumes fug bearing at all supports shown Shun or wedge of . L Mo food should be spptled to"ca porwn until offer en Orw h and necessary SED.: hater -n wit tar I- wird w no ttn- Should why towels gnwnr om diel„ 7 Des gn assumes adequate drainage is provided 293216, be wOptfod to fury conooeerrt. �. Cewwtrus n.. „o compot.wr,�r e1 d os.urrw: no mpwnslDiwty for 1M a Rates shall be located on both faces of truss and placed so their center ones coincide with font center Imes ` b hbrkefn. n neunp' shyrrrent end tnsteeetion of cerrponm ee. 7. This devolln h furnished agsel n the wrtlhltons on truss designs sift forth 9 D'' its indicate size of plate in inches 10 -Flu basic des, n values of the Computfus Rate indicated the prefix W. C,. see IC B D RR 4211 try the nuns Pude xmhute ti "S map wood trussm fil"I{•; s copy of 11 The Comoutrus Net Section Plate is indicated by the prep. 'CN'. the - whin -at be bArA had by Compmrus upow reouesi. oesronaia t 181 indcales IB ga material is used All others are 20 ga CampuTrus Inc. rrurUrKlUe�.p • rwG•e1e�o • CO✓UTre fTsrTrrf _ •