Loading...
AR (0008-293)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 <Professibnals Code, and my License is in full force and effect. License #- Lic. Class Exp. Date Date Signature of Contractor OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's License Law for the following reason: �l�') 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 contractors to construct the project (Sec. 7044, Business & Professionals Code). () I am exempt under Section ; B&P.C. for this reason S'Date :j t + . 3 - Signature of Owner P"l,1 WORKER'S COMPENSATION DECLARATION a I hereby affirm under penalty ,of perjury one of the following declarations: ( ) I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ( ) I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier & policy no. are: Carrier Policy No. (This section need not be completed if the permit valuation is for $100.00 or less). a () I certify that in the performance of the work for which this permit is issued, I hall 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 comply with those provisions. Date: ` , "' Applicant t Warning: Failure to secure Workers' Compensation coverage is 'unlawful and shall subject an employer to criminal penalties and civil fines up tc $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 applicaton agrees to, & shall, indemnify & 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 980 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 construction, and hereby authorize representatives of this City to enter upon the above-mentioned property for inspection purposes. Signature (Owner/Agent) Date# L BUILDING PERMIT PERMIT# DATEf �. } VALUATION LOT TRACT %, f✓ Vr° 'ti'f A_'.611 FS 'PI 7 T11't `i JOB SITE APN ADDRESS -391.AWNWAXWETW ZA OWNER CONTRACTOR / DESIGNER / EN INEER UpiM, I)FIZU C3•t MINI,SUM 12.591 AVEIRD&M- MOO& i C.A. 92253 C : s Cal USE OF PERMIT ) F71 I3Y. W.)OM ADVITICYNI AS P.%R APP1>,ti+VYD PI ANS (YAN ,Y - -------------- - .ADDITION 341.00 SP PERMIT MIT SMAURV I'a,AN Cf.19CK FET 103.000.439-318 $12'3,W C(INS9'R'UCT1.013 FTM 101-(30Cl-•L181000 $191'..00 14L�C.HANIC.A1dREM 101.00-421.000 $19,50 _ 101-0y>�{'i9�•-420-ow ��rr�5.75 �Zq qqtx y�T77[[l��i((IC���j41AA;;a}}��YZ+F, PTIUM :JLA' O FRE 01 -010-419-000 7JJrN S1'R.MG M09`IMI les 4 RiySl,l:i 101 -000 -241 -NO $1.35 01IJUDDR3 PIM 101-000.423.000 $20.0 C 0.1 P51J�I,C �a Tk YJC��" CpI� .A PLAN CHECK $4,.6.90 � ► . LFW PRE -PAID IV M3 $0,00 o Mmrtrims IvArE HOW $416M RECEIPT v; DATE BY DATE FINALED INSPECTOR INSPECTION RECORD ' OPERATION DATE INSPECTOR OPERATION DATE INSPECTOR BUILDING APPROVALS MECHANICAL APPROVALS Set Backs :v . Underground Ducts Forms & Footings Ducts -- Slab Grade Return Air Steel Combustion Air Roof Deck Exhaust Fans O.K. to Wrap F.A.U. Framing Compressor Insulation Vents Fireplace P.L. Grills Fireplace T.O. Fans & Controls Party Wall Insulation Condensate Lines Party Wali Firewall Exterior Lath Drywall - Int. Lath Final Final POOLS - SPAS BLOCKWALL APPROVALS steel Set Backs Electric Bond Footings Main Drain Bond Beam Approval to Cover Equipment Location Underground Electric Underground Pibg. Test Final Gas Piping PLUMBING APPROVALS Gas Test Electric Final Waste Lines/� Water Piping ( 3' Heater Final Plumbing Final Plumbing Top Out Equipment Enclosure :f 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) Notice: Document Cannot Be Duplicated Date 10/2/00 No. 21046 Owner NameUriel Perez Desert Sands Unified School District 47-950 Dune Palms Road La Quinta, CA 92253 760-771-8515 CERTIFICATE OF COMPLIANCE APN # 773-272-017 Jurisdiction La Quinta Permit # 0008-293 No. 52-391 Street Avenida Mendoza City La Quinta zip 92253 Tract # Lot # 6 Type of Development Residential Addition Comments Addition is a bedroom. Log # Study Area Square Footage 341 No. of Units 1 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: Residential Addition 500 Sq Feet or Less EXEMPT This certifies that school facility fees imposed pursuant to Government Code 53080 in the amount of 0.00 X 341 or $ 0.00 the property listed above and that building permits and/or Certificates of Occupancy for this square footage in this proposed project maynow be issued Fees Paid By N/A - Maria Perez �TolephoW 760-564-6800 Name on the check By Dr. Doris Wilson Superintendent Fee collected /exempted by Annette Barlow Exempt $0.00 Check No. N/A Signature �" �" IOTICE: Pursuant of Assembly Bill 3081 (CHAP 549, STATS. 1996) this will serve to notify you that the 90 -day approval period in which you may protest the fees or other payment identified Dove 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 District('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 /n CITY OF LA QUINTA SUB-CONTRACT913 LIST / JOB ADDRESS SZ ����'C ��� ERMIT NUMBER �DD�-�93 OWNER ���'C ercy BUILDER This form shall be posted on the job with the Building Inspection Card at all times in a conspicuous place. Only persons appearing on this list or their employees are authorized to work on this job. Any changes to this list must be approved by the Building Division prior to commencement of work. Failure to comply will result in a stoppage of work and/or the voidance of building permit. For each applicable trade, all information requested below must be completed by applicant. "Un File" is not an acceptable response. Trade/ Classification Contractor - . State Contractor's License - Workers Compensation Insurance City Business License Company Name Classification (e.g. A, B, C-8) License Number (xxxxxx) Exp. Date (xx/xx/xx) Carrier Name (e.g. State Fund, CalComp) Policy Number (Format Varies) Exp. Date (xx/xx/xx) License Number (xxxx) Exp. Date fxx/xx/xx) EARTHWORK (C-12) 1 CONCRETE (C-8).:... FRAMING IC; -5) bL STRUCT STEEL IC -51) C) MASONRY (C-29) PLUMBING IC=361 LATH; PLASTER (C=35I :i DRYWALL (C-9) .:.::: HVAC..IC-20)'.-:":-` . ELECTRICALIC=101, Rod40 SHEET METAL (C431:;:; FLOORING IC�151 �� GLAZING fC 171 ' g, INSULATION;(C 2), b PAINTING CERAMIC TILE (C-54) .; ,:.:. CABINETS:IC81 FENCING W-431 _. . LANDAPING CAPING (C 27) _ ..�:... ::. . ... ....; POOL IC -53) :, OWNER/BUILDER 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/ Builder" 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 including 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 Adminstration). 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 contractors 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, - c � ' v �' ., _ . CITY OF LA QUINTA DEPT. OF BUILDING AND SAFETY 78-495 Calle Tampico La Quinta, CA 92253 (760)777-7012 FAX: 760) 777-7011 OWNER'S SIGNATU E/DA �=PIi;©PER�AD>�I�ESS PERMIT NUMBER(s) 07/21/2000 07:03 17063417996 DONCO ELECTRIC INC ]=CPaICAI. IDAD 0910 UTIONS L��,��gft living floor area @ 3w. Sam Four appliance circuits @*15O0w. ea. - 'Two Laundry -circuits -0 15o0w. ea.- Range/oven at nameplate rating - Dishwasher at nameplate rating • Cloths dryer At -nameplate rating • Total w. of all other -fixed' appliances, garbage disposal, etc. riot including above mentioned appliances or A.C./Heating unit. Total gross watts First 10, 000,' wQ, j. 1-00t • Remainder .8 404'- Either 04• Either apace heating or 100% Of A.C., (.2000/ton rated) whiohevas has the greatest demand, including 66% ot.heating load - Set load in watts PAGE 03 Not load in Aspi - __ eS _113a watts - s 240 volts 8ervioe etwp�rage rating (net asperage Zovo load max. of 60t of service rating) 1/®a ?&O 4MIP r_ 6j is 6rs1,.4 p t o 6-1-3. C ��� PLAN CHECK CORRECTIONS DATE 21712000 JOB ADDRESS: 52-391 Avenida Mendoza CONTRACTOR: Owner/Builder PLAN CHECKED BY: Daniel P. Crawford Jr. Dear Mr. Perez, 77W- S_ A K PERMIT #. TBD w, Please address the following plan check corrections. Respond in writing to each correction in the space provided below to the location and response for each correction. Thankyou. vide Planning Department Signature to approve 2'-8" setback approval for continuing a 1knoconformityof a required side yard set back. Approval should address the following. 7-7-7 7/ C�/,Gtai�Nc1 Q�lc�/Uv req ed egress forkexist ng a room;s,;Yequired. penings are not permitted less titan 3 , fee. m the property line per. 1998 California Building Code (Table S-A). Egress not provided at this time but will be required. When provided, side'yard is the only option available as plan is drawn, this will be addressed in detail separate correction. GJ' -X4IW,-W -�205• !•s/OI�G / - Z ,rlejWA9-IAA fib Roof over hang will encroach within 3.5 feet of the property line and roof will drain into �� Gyrh?z SNT. /) ; '`' rteig ring lot.' ,�gp/� d✓c?Lt+'G? /��iK. 'Z! o ,Qco/.14rAyr !� ,a�/,acENr Tb elzo/oea-TY ra ex, lan preparer shall provide his or her name and phone number on each sheet, and is required t y eaeh�sheet. N/vf i3 ,Ar✓��r� VW � "T �<Specify on plans that all construction shall comply with the 1998 California Building, bing, Mechanical and Electrical Codes 7l/urr- ,4i21:;V_� ca rovide north arrow on site plan. Identify rear and side yard set backs to building. @.S*r. rovide means of emergency escape from bedroom 2. The escape opening shall have a f mlum net clear opening of 5.7 sq ft: The minimum net clear opening height shall be 24" The minimum net clear opening shall be 20". All escape windows shall have a finished sill height not more that 44" above the door. A means of egress is an exit system that provides a continuous, - u ed and undiminished path of exit travel from the bedroom to a public way. ° ° /JiJt-.l ,0008, � _4Hr 2� �JRN 02 k.W J Ae&Z-0 o -a Provide natural light source with an area on not less than one-tenth of the floor area bedroom two. ,�; . � ^LwWoom At 2 AS /15-59, jco ; �v 7-# _' //. S S� . =r, ' A` lvpz,./ ,a/L /rem 4, Sr /S � �-,�5�? � �,�v.✓ p�y,��3 `�= rovide natural ventilation by means ofan op ng with an area of not less than one twentieth o efloor area bedroom two. -4, 75 1-1W /7ZMf A4f I--AoVM*rSr ea e;uC W1,,r&_A170A1 -eJO41i Provide attic ventilation calculations minimum 111300 a• ;;j;;Y*_-'&j4' &1AA1 7-,0 rg WMAI "W -in each sleeping room and at aPWhV EXW4%U 1oc din Ihe;.c*rriaX "7 ach e� room. 9 p C51), *47= rovide required tv and telephone 7�ler o o �m). ote on plan roof assembly shall be. class. "A minimum. Provide shingle ICBO number. ecify 28 gauge minimum galvanized valley flashing. rovide 22"x 30" minimum attic access. Required for all. attic space with 30" height. ait'er_nafive. Vhow AIC register for master bedroom, note minimum 4.2 insulation for ducting. Note on Tans hot water heater to be strapped, at top and bottom third. No 2- Iqoterequired combustion air for hot water heater compartment. ro yiqte, access qY ,,,kUa eLyia means 9fg?pinimum,24'�-dqo No,door size Pr e -7 S199te size of existing electrical, service. ffless.ihanZOO amps providi.load :W6Wions...I6OW Gruit> ROW JWX ZmoMj .5 iiie7w fft Pa I I w ay, t 967't e4i * /4 -0 W4 Note 4quIreTe?ectIrEEa out V cee rslX,4'4, �-o �e 1412/» e -,-r So"'17 2 Note on plans bathroom receptacle outlet shall be supplied by at least one 20 -ampere branch circ 't. Note on plans that such circuit shall have no other outlets. X- 6' ort-Pwr, 2 IF Provide GF1 circuit for spa tub, access for spa tub and ICBO number for spa tub. 'ol Eoxten&5-18'� sill bolts 7" minimum into concrete foundation. Cta. x3­116"Wi�ach anehoi*`b_OIt.`-*&-�, �,A rovide'square pla 2"' J Specify headeesizes-onfrqmingpla?e at master bedroom window and*0F.W#tqtfi.4LaW. im fiwWand boundary nail. 2: Specify on the framing plan the minimum length of all shearwalls. SPFG /F iE'77 �� _9�i 2 Provide detail for HP 22 and key to plan Tib ote 26 gauge weep screed at plate line. Call out 2 x 6 wall stud for R-21 insulation proposed on Title -24. . SFF NvT�' 3 C' -f ie hv".'""it-I�r��C- �cf /ni�ad,r•.��e " " � �` . vt3F �{/ /// 4 ,SC %I%/. /J�S� • ` J V (�7 Please note and respond to any red -marked items noted on plans. Please return all red -marked documents with resubmittal to facilitate recheckprocess and provide an itemized written response to each item on this list with resubmittal in the spaces provided. Please incorporate requested corrections into plan sets, reprint, and resubmit two complete plan sets. Additional corrections may be requested upon further review. Ifyou have any question please call 777- 7027. Thank you. a4-� 70 O Please return: 1. Structural Engineering (2) 2. Two corrected plan sets 3. Red -marked plans and correction list with comments requested. 4. Title.24, two copies , t Sincer y, Daniel P.ACrawfoJr. Building Inspector 11 id- Qev s a- Fr- - � a 1 S� ��r: •r-� 2�i�-��i,v s ,gym �— A-10 �-urz- /�/ , ✓ , S . y ' 11 s 7JS ENGINEERING SERVICES INC. 350 S. MILLI KEN, SUITE A ONTARIO, CALIFORNIA 91761 PHONE ( 909 ) 974 4150 FAX: ( 909 ) 974 4153 STRUCTURAL CALCULATIONS 1. Verical Load Resisting Systems 1.1. Basic Loads 1.2. Roof Rafters 2. Lateral Load Resisting Systems 2.1.Check Roof Diaphragm N -S Direction E -W Direction QFESS 2.2.Check Roof Diaphragm N -S Direction "' y `' '�S 800 2.3. Check Shear Walls - ,`Q 2.4.Check Shear Walls E -W Direction 'I �o. 54869 3. Check Foundation Exp. MAY 0 9 2000 JAN 2 0 2000 Page Number : 2 Designed By: 2.J.S.ENGINEERING SERVICES INC. Job # 11685-0 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P. E. PHONE .(909) 974-4150 Date 1-19-2000 Reference: Perez Residence < Patrick Treadway > Description: Wood Stud Residential Building 1. CHECK VERTICAL LOAD RESISTING SYSTEMS 1.Basic Loads DESIGN CRITERIA This building was designed using the criteria listed below. Capacity for loads greater than these or for load combinations other than shown below is specifically neither intended nor implied. 1.1.1. Dead Load Roof pDL = 10.0 lb2 ROOF f t . Shingles = 5.0 psf Sheeting : 1/2" Plywood = 2.0 psf Rafters @ 24" = 2.0 psf Misc. = 1.0 psf 10.0 psf 1.1.2. Live Load PLL = 20 lb2 Refer To Table No. 16-C Of UBC 1997 ROOF ft. 1.1.3. Wind Load q = 12.60 lb s ft? C = 1.06 e I = 1 Refer To Table No. 16-F,G,H Of UBC 1997 - 70. MPH - Exposure C From Table No. 16-G Of UBC 1997 ( Average Height Of The Building : 10.0 ft ) Importance Factor pWL= q Ce I = 13.35 lb2 ft 1.1.4. Seismic Load Seismic Zone 4 - Ca = 0.44 Na = 0.57 Na = 1.3 R = 6.5 - As Given In Table 16-Q Of UBC 1997 - As Given In Table 16-S Of UBC 1997 - As Given In Table 16-N Of UBC 1997 Page Number : 3 i Designed By: Janos Boros P.E. Z.J.S.ENGINEERING SERVICES INC. 350 S.Milliken,#A.ONTARIO,Ca91761 PHONE (909) 974-4150 I Job # 11685-0 Date 1-19-2000 Reference: Perez Description: Wood Residence < Patrick Treadway > Stud Residential Building DOUGLAS FIR -LARCH - Dry Use 1.2. Check Roof Joist Summary: 1.50 IN x 3.50 IN x 9.25 FT (Actual 9.378 FT) @ 24.00 O.C. / #2 - DOUGLAS FIR -LARCH - Dry Use Section Adequate By: 11.0% Controlling Factor: Section Modulus / Depth Required 3.32 In Deflections: Dead Load: DLD= 0.12 IN Live Load: LLD= 0.24 IN = L/362 Total Load: TLD= 0.37 IN = L/240 Rafter End Loads and Reactions: LOADS: RXNS: Upper Live Load: 66 PLF 132 LB Upper Dead Load: 33 PLF 67 LB Upper Total Load: 100 PLF 199 LB Lower Live Load: 116 PLF 233 LB Lower Dead Load: 59 PLF 118 LB Lower Total Load: 175 PLF 351 LB Upper Equiv. Tributary Width: UTWeq= 3.675 FT Lower Equiv. Tributary Width: LTWeq= 5.982 FT Rafter Data: Interior Span: L= 7.25 FT Cantilever Span: CS1= 2.0 FT Live Load Deflect. Criteria: L/ 240 Total Load Deflect. Criteria: L/" 180 Rafter Spacing: SPC= 24.00 IN O.C. Rafter Loads: Roof Live Load: LL= 20 PSF Roof Dead Load: DL= 10 PSF Rafter Pitch: RP= 2.00 : 12 Rafter Unbraced Length: Lu= 7.2 FT Roof Duration Factor: Cd= 1.15 Slope Adjusted Spans And Loads: Interior Span: Ladj= 7.4 FT Cantilever Span: CSladj= 2.0 FT Rafter Live Load: wL= 39 PLF Roof Loaded Area: RLA= 15 SF Roof Live Load Method: 1 Page Number : 4 Designed By: wD= Z.J.S.ENGINEERING SERVICES INC. Job # 11685-0 Rafter Total Load: wT= 350 S.Milliken,#A.ONTARIO,Ca91761 PLF Janos Boros P.E. PHONE (909) 974-4150 Date 1-19-2000 Reference: Perez Residence < Patrick Treadway > Description: Wood Stud Residential Building Rafter Dead Load: wD= 20 PLF Rafter Total Load: wT= 59 PLF Properties For: #2- DOUGLAS FIR -LARCH Bending Stress: Fb= 875 PSI Shear Stress: Fv= 95 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties Fb' (Tension): Fb'= 1636 PSI Adjustment Factors: Cd=1.15 C1=0.94 Cf=1.50 Cr=1.15 Fv': Fv'= 109 PSI Adjustment Factors: Cd=1.15 Design Requirements: Maximum Moment(Interior Span): Mcent= 376 FT -LB At Location(From Upper Support): X= 3.581 FT Moment At Cantilever: Mcant= 121 FT -LB Maximum Shear: Vmax= 232 LB Shear At Peak: Vpeak= 210 LB Required Cantilever Depth: D(cant)= 1.88 IN Comparisons With Required Sections: Section Modulus: Sreq= 2.8 IN3 S= 3.0 IN3 Area: Areq= 3.2 IN2 A= 5.2 IN2 Moment of Inertia: Ireq= 4.1 IN4 Page Number : 5 2. LATERAL LOAD RESISTING SYSTEMS Ridge = 9'26 Designed By: Janos Boros P.E. Z* J.S.ENGINEERING SERVICES INC. 350 S.Milliken,#A.ONTARIO,Ca9l761 PHONE (909) 974-4150 Job # 11685-0 Date 1-19-2000 Description: Wood Stud Residential Building - 2ave Height - Low Side ' 2. LATERAL LOAD RESISTING SYSTEMS Ridge = 9'26 ft . Eave = 8'D ft - 2ave Height - Low Side ' Length = 26'0 ft - Length Of The Building Block Critical Width = 14'5 ft - Length Of The Building Block Critical ZO� DIAPHRAGM P r/7/y///[I Ridge Eava SHEAR WALL|| 2_ T // 2' � .H +x / I Bay 21CbokRoot Diaphragm Find Total Exposed Area At The End Of The Entire Building At Each Side : �ave + Ridge width z � = | | = 62 20 ft T [ J --��-- 'Total Wind Load At Each Side Cq = 1.3 Refer To Table No. 16-H Of UBC 1997 P T g ° = C p_L r � = 1'Q8 kips P � P = = 0.54 kips « Total At Eave Page Number : 6 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 11685-0 350 S.Mi11iken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 1-19-2000 Reference: Perez Residence < Patrick Treadway > Description: Wood Stud Residential Building Check For Seismic ROOF DIAPHRAGM P i ' I ' T ij Ridge Eave SHEAR WALL (!'•i - �' Width iI Ilii I M 2 H IR RT I Bay Find Total Seismic Load At Each Side Of The Building pWALL 6.0 lb 2 Dead Load of Interior Wall; ft. 2.5 psf framing, 2.0 psf plywood, 1.5 Misc. END + INTERIOR + END Eave + Ridge 3 Ca 1 PT R [ PDL Length + 3 pWALL 2 I Width = 0.8 kips ROOF J Seismic Govern ! PT = 0.8 kips Roof Shear Length 30 lb < 270 lb For 15/32" Plywood w/8d @ 6" ft. ft. Page Number : 7 Designed By: 2.J.S.ENGINEERING SERVICES INC. Job # 11685-0 350 S.Mi11iken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 1-19-2000 Reference: Perez Residence < Patrick Treadway > Description: Wood Stud Residential Building 2.2.Check Roof Diaphragm : N -S Direction Find Total Exposed Area At The Side Of The Building Block At Each End AT = Ridge Length = 119.0 ft Total Wind Load At Each End Cq = 1.3 Refer To Table No. 16-H Of UBC 1997 PT = Cq pWL AT = 2.05 kips P T/2lb Roof Shear = 82 lb < 270 t For 15/32" Plywood w 8d @ 6" 12' ft. ft. Check For Seismic PT = 0.80 kips See Above Roof Shear PT = 66. lb < 270 lb For 15/32" Plywood w 8d @ 6" 12S ft. ft. 2.3.Check Shear Walls : E -W Direction Bay = 4.0 ft - Total Length of Critical Shear Walls Find Total Exposed Area At The End Of The Building At Each Side A - Eave + 2 Ridge width = 62.2 ft T [ 2 Total Wind Load At Each Side Cq = 1.3 Refer To Table No. 16-H Of UBC 1997 PT = Cq pWL AT = 1.07 kips Wall ShearBay = 268. lb < 380 lb For 15/32" Plywood w/ 8d @ 4" ft. ft. Page Number : 8 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 11685-0 350 S.Mi11iken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 1-19-2000 Reference: Perez Residence < Patrick Treadway > Description: Wood Stud Residential Building 11 Check For Seismic Find Total Seismic Load At Each Side Of The Building 6.0 lb Dead Load of Interior Wall; pWALL f t . 2.5 psf framing, 2.0 psf plywood, 1.5 Mi sc. / END 3 Ca Eave Width PT R [ pDL Length + 2 pWALL 2 ] 2 = 0.58 kips ROOF Wall ShearBay = 145. lb < 380 lb For 15/32" Plywood w/ 8d @ 4" ft. ft. 2.4.Check Shear Walls : N -S Direction Bay = 4.0 ft - Total Length of Critical Shear Walls Ridge Length = C g 2 ] e2gth = 59.50 ft2 Total Wind Load At Each End : Cq = 1.3 Refer To Table No. 16-H Of UBC 1997 PT = C pWL AT = 1.02 kips Wall Shear Ba = 257. lb < 380 lb For 15/32" Plywood w/ 8d @ 4" y ft. ft. Check For Seismic PT = 0.58 kips See Above Wall Shear Bay = 145. lb < 460 lb For 15/32" Plywood w IOd @ 4" ft. ft. Page Number : 9 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 11685-0 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 1-19-2000 Reference: Perez Residence < Patrick Treadway > Description: Wood Stud Residential Building 3. CHECK FOUNDATION = 150. Lb - Specific Weight Of Concrete c Ft3 1000. Lb - Min. Soil Pressure ps Ft2 PL = 100. Lb - Min. Lateral Bearing Pressure L Ft2 p = 130. Lb - Min. Lateral Sliding Resistance F Ft2 3.1 Contionuous Footing Below Walls : Exterior Use : 1'-0" Wide x I'-0" Deep Continuous Concrete Footing r = 1.0 ft [ Width Of The Footing ) Width wDL+LL pDL + PLL 2 + ROOF ROOF ( wall: 10 sf ) Eave = 297 lb. < r p s = 1000. Lb OK ft. Ft 2