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RER (10-1087)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: -i'10-00001087 Property Address: 78665 AVENIDA NARANJA . APN: 770-106-002-114 -000000- Application description: REMODEL - RESIDENTIAL Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 2369 Applicant: O�+NG'1'Z Tiht 4 4 Q" Architect or Enginee pwNM, 4 BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Owner: OBRIEN SEAN PHELAN 78665 AVENIDA NARANJA LA QUINTA, CA 92253 Contractor: Owner VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 1/24/11 ------------------------------------------------------------------------------------------------- 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: _ 1 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 insurance carrier and policy number are: I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the Carrier Policy Number following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to _ I certify that, in the performance of the rk f r which this permit is issued, I shall not employ any construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the person in any manner so as to bec e j to the workers' compensation laws of California, permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State and agree that, if I should beco bi to t workers' compensation provisions of Section License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that a or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by 3700 of the Labor Code, I sh it comp) I with those provisions. applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: Date: ApplicantL ( I I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and - the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The WARNING: FAILURE TO SECURE WORKERS' COMPENSATIO VERAGE IS UNLAWFUL, AND SHALL Contractors' State License Law does not apply to an owner of property who builds or improves thereon, SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINE ,TO ONE HUNDRED THOUSAND and who does the work himself or herself through his or her own employees, provided that the DOLLARS 1$100,0001. IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN improvements are not intended or offered for sale. If, however, the building or improvement is sold within SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. 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 con r e projects with a-contractor(s) licensed pursuant to the Contractors' State License Law.l. (_ 1 I am exempj under Sec. , B.&P.C. for thiira K Date: Owner: CONSTRUCTION LENDING-90ENCY 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 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 id ' ..irk is not commenced within 180 days from date of issuance of such permit, or cessa ' f wo for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above infor atio ' corr . I ag a to comply with all city and county ordinances and state laws relating to building const r tion he autho a representatives of this crty /yo�un y to a ter upon the above-mentioned propefor in con r ose . Dat J" `� _ I Signature (Applicant or Agent): OK - .10 Application Number . . . . . 10-00001087 ------ Structure Information 63SF GARAGE CONV/RES-3/CLASS•A [ENG] ----- Other struct info . . ---------------------------------------------------------------------------- . . . CODE EDITION 2007/2008 Permit BUILDING PERMIT INV FEE Additional desc . . Permit Fee . . . . 108.00 Plan Check Fee 35.10 Issue Date . . . . Valuation . . . . 2369 Expiration Date 7/23/11 Qty Unit Charge Per Extension BASE FEE 90.00 1.00 18.0000 ---------------------------------------------------------------------------- THOU BLDG 2,001-25,000 18.00 Permit ELECT - ADD/ALT/REM INV FEE Additional desc . Permit Fee . . . . 34.41 Plan Check Fee 4.30 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 7/23/11 Qty Unit Charge Per Extension BASE FEE 30.00 63.00 .0700 -----------------------------------------7---------------------------------- ELEC NEW RES - 1 OR 2 FAMILY 4.41 Permit MECHANICAL INV FEE Additional desc . Permit Fee . . . . 52.00 Plan Check Fee 6.50 Issue Date . . . Valuation 0 Expiration Date 7/23/11 Qty Unit Charge Per Extension BASE FEE 30.00 1.00 9.0000 EA MECH VENT INST/ DUCT ALT 9.00 1.00 13.0000 ---------------------------------------------------------------------------- EA MECH VENT FAN 13.00 Permit PLUMBING INV FEE Additional desc . . Permit Fee . . . . 72.00 Plan Check Fee 9.00 Issue Date . . . . Valuation . . . . 0 Expiration Date . 7/23/11 Qty Unit Charge Per Extension BASE FEE 30.00 3.00 12.0000 EA PLB FIXTURE 36.00 LQPERMIT Application Number . . . . . 10-00001087 Permit PLUMBING INV FEE Qty Unit Charge Per Extension 1.00 6.0000 EA PLB WATER INST/ALT/REP 6.00 ----------------------------------------------------------- Special Notes and Comments ---------------- 63SF GARAGE CONVERSION FOR ADDITIONAL BATHROOM/VB/RES-3/CLASS A [ENGINEERED] ***INVESTIGATION FEE ASSESSED PER 2007 CALIFORNIA BUILDING CODE APPENDIX CHAPTER 1 §108.6 FOR WORK COMMENCING BEFORE PERMIT ISSUANCE*** 2007/2008 CALIFORNIA BUILDING CODES. January 24, 2011 11:30:25 AM AORTEGA ---------------------------------------------------------------------------- Other_Fees . . . . . . . . . BLDG STDS ADMIN (SB1473) 1.00 ENERGY REVIEW FEE 3.51 STRONG MOTION (SMI) - RES .50 Fee summary Charged Paid -------------------- Credited -------------------- Due ----------------- Permit Fee Total 266.41 .00 .00 266.41 Plan Check Total 54.90 .00 .00 54.90 Other Fee Total 5.01 .00 .00 5.01 Grand Total 326.32 .00 .00 326.32 LQPERMIT Bin # to ��• Qy of La Qu►nta Building 8r Safety Dlvhion P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # Q Project Address:%Ak" ASOwner's Name: 0• ; A. P. Number: Address: Legal Description: City, ST, Zip: GA Contractor: _ hone Telep ;-4 03�— � Address: Project Description: City, ST, Zip: Telephone: State Lic. # : s Mnt £y a nf: City Lic. #: 63 Arch., Engr., Designer. Address: City, ST, Zip: Telephone: ;:� 9 • ' Construction Type: Occupancy: Project type (circle one): New Add'n Alter Repair Demo Sq. Ft.: Ip'� #Stories: #Units: State Lic. #: Name of Contact Person: Telephone # of Contact Person: �L� - 3�' Z Estimated Value of Project: LfQ ®(), APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Rec'd TRACKING PERMIT FEES Plan Sets Pian Check submitted %6 Item Amount Structural Caics. Reviewed, ready for corrections //a Plan Check Deposit Truss Cates. Called Contact Person ® p Plan Check Balance. Tide 24 Calcs.e Plans picked up 10 Construction �1I5• `/a �i- Flood plain plan Plans resubmitted Mechanical Grading plan god Review, ready for orr ctio ssue 7� Electrical �•� Subcontactor List Called Contact Person ` Plumbing Grant Deed Plans picked up I/1;- S.M.L , H.O.A. Approval Plans resubmitted Grading r' IN HOUSE:- 7nd Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A,LP,P, Pub. Wks. Appr Date of permit issue I7w 4 r.0 School Fees 2 Total Permit Fees tj rw-lu - 1J5 l�-K► �esW�jkBf>IKq� ►2 ���,a,� — lJS�stiwRfc, 71-780 San Jacinto Dr. Ste. E2; Rancho Mirage, Ca. 92270 ph. (760) 83478860 fax (760) 834-8861 Letter of Transmittal To: City of La Quinta Today's Date: 1-20-11 78-495 Calle Tampico City Due Date: 1-13-11 La Quinta, CA 92253 Project Address: 78-665 Avenida Naranja Attn: Phillip Plan Check #: 10-1087 Submittal: ❑ 1St ❑ 4th ® 2nd ❑ 5th ❑ 3`d ❑ Other: We are forwarding: Includes: # Of Copies: El El ® 1 ® 1 ® 2 ® By Messenger Descriptions: Structural Plans Structural Calculations Truss Calculations Soils Report Structural Comment List Redlined Structural Plans Redlined Structural Calcs Redlined Truss Calcs Redlined Soils Reports Comments: Structural content is aparovable. If. you have any questions please call. This Material Sent for: ❑ Your Files ❑ Your Review ❑ Checking Other: ❑ By: John W. Thompson Rancho Mirage Office: ® (760) 834-8860 Other: ❑ ❑ By Mail (Fed Ex or UPS) Includes: # Of Copies: ❑ Your Pickup Descriptions: Revised Structural Plans Revised Struct. Calcs Revised Truss 11 Revised Soils Report Approved Structural Plans El Approved Structural Calcs El Approved Truss Calcs Approved Soils Report El Other: ® Per Your Request ❑ Approval ❑ At the request of: P.O. Box 1504. LA QUINTA, CALIFORNIA 92247-1504 7$-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT PROPERTY O'WNER'S PACKAGE (760) 777-7012 FAX (760) 777-7011 Disclosures & Forms for Owner -Builders Applying for Construction Permits LAMMAT! NOTICE TO iPgOPERTY OWNEg 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 at We are providing you with an Owner -Builder Acknowledgment and Information Verification Form to make you aware of your responsibilities and possible risk you may incur by having this permit.isstied in. your name as the Owner -Builder. We will not Issue a building permit until you -(rave read, initialed your. understanding of each -provision, signed, and returned this form to us at our official address indicated. An agent of the owner cannot execute this'.notice unless you, the property owner, obtain the prior approval of the permitting authority. OZ'S ACROWWLEDO NST AND VE)El;'IFIICATION OF UWOPJ", I N 11CUONS: Bead and initial esachstatement below twsignify you understand or verify this information. . I understand a frequent practice of unlicensed persons is to have the property owner obtain an "Owner -Builder" building permit that erroneously implies that the property owner is providing his. or her own labor and material persona y. I, as an Owner -Builder, may be held liable and subject to serious financial risk for any injuries sustained by an unlicensed person and his or her employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an Owner -Builder and am aware of the limits of my insurance coverage for injuries to workers 'on my property. c I understand building permits are not required to be signed by property owners unless they are responsible for the construction and are not hiring a licensed Contractor to assume this responsibility. 1 understand as an "Owner -Builder" I am the responsible party of record on the permit. I understand that I may protect myself from potential financial risk by hiring a licensed Contractor and having the permit filed in his or her name instead of my o I understand Contractors are required by law to be licensed and bonded in California and to list their license numbers on permits and contracts. I understand if I employ or otherwise engage any persons, other than California licensed Contractors, and the total value of my construction is at least five hundred dollars' ($500), including labor and materials, I may be considered an "employer" pn&r state and federal law. __4U I understand if I am considered an "employer" under state and federal law, I must register with the state and federal government, withhold payroll taxes, provide workers' compensation disability insurance, and contribute to unemployment compensation for each "employee." I also understand my failure to abide by these laws may subject me to serious financial s understand under California Contractors' State License Law, an Owner -Builder who builds single-family residential structures cannot .legally build them with the -intent to offer them for sale, unless all work is performed by licensed subcontractors and the number of structures does not exceed four* within any calendar year, or all of the work is performed under contract with a licensed general building Contractor. A&I understand as an Owner -Builder if I .sell the property for which this permit is issued, I may be held liable for any financial or personal. C onnes sustained. by any subsequent owners) that result from any latent construction defects in the o anship or materials. I understand I may obtain more information regarding my obligations as an "employer" from the Internal Revenue S rvice, a United States Small Business Administration, the California Department of Benefit Payments, and the California Division of Industrial Accidents. I also understand I may contact the California Contractors' State License Board (CSLB) at I- 10$Pl-CSLB (2752) or www.csib.ca.gov for more information about licensed contractors. I am aware of and consent to an Owner -Builder building permit applied for in my name, and understand that I am the 'egally and �cially, res nstble . for propose construction activity at the following address: ^�Ilc Lig— J.M .„ .. - -� I agree that, as the party legally and financially responsible for this proposed construction activity, .I will abide by all �e laws and requirements that govern Owner -Builders as well as employers. 2�- 1 agree to notify the issuer of this. form immediately of any additions; deletions, or changes to any of the information I have provided on this form. Licensed contractors are regulated by laws designed to protect the public. If you contract with someone who does not have a license,. the Contractors' State License Board may be unable to assistyou with any finaneial. loss you may sustain as a result of a complaint. Your only remedy against unlicensed Contractors may be in'eivil court. It is also important for you to: understand that -if an unlicensed. Contractor or employee of that individual or firm is injured while working on your property; you may be held hable for damages. If you obtain a permit as Owner -Builder and wish to hire Contractors, you will be r€spowible.for verifying whether, or not those Contractors are properly licensed and the status of their workers' compensation insurance coverage. Before a building permit can be issued, this form must be completed and signed by the property owner and returned to the agency responsible for issttiug ilre;p r Note: A copy of tfre property owner's dkiver's lkgnset form: notadcati'en•, or other verification acceptable to the ager a . to be presented when the permit is issued to verifY the property owner's signature. gignature of property owner Date: Note: The following Authorization Form is required to be completed by the property owner only when designating an agent of the property owner to apply for a construction permit for the Owner -Builder. AUTHORIZATION OF AGENT TO ACT ON PROPERTY OWNER'S BEHALF Excluding the Notice to Property, Owner, the execution of which I understand is my personal responsibility, I hereby authorize the following person(s) to act as, my ageat(s) to apply for, sign, and fila the documents necessary to obtain an Owner -Builder Permit for my project. Scope of Construction Project (or Description of Work): Project Location' or Address: Name of Authorized Agent: Address of Authorized Agent: Tel No I declare under penalty of perjury that I am the property owner for the address listed above and I personally filled out the above information and certify its accuracy. Note: A copy of the owner's driver's license, form notarization, or other verification acceptable. to the agency is required to be presented when the permit is issued to verify the property owner's signature.. Property Owner's Signature: Date: Dennis S. Wish, PE California Professional Engineer Structural Engineering Consultant 54625 Avenida Bermudas La Quinta, CA. 92253 Atten: A. J. Ortega (Counter Technician — Plan Check) City of La Quinta, Department of Building and Safety Job: Bathroom Addition, 78-665 Avenida Naranja Submitted by Client — Sean O'Brien . Re: Plan Check # 10-1087 January 19, 2011 (Revised) iv -1061 0 FF Me CITY O LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE I B�_ First, let me apologize for the delay in submitting this letter. I was hospitalized requiring major surgery and am currently recovering. Mr. O'Brien obtained the entire structural analysis for my job number 9557 for Double D Construction (Dave_Dietrich and his son). The information I needed was summarized on sheet 4 of 7 of the QLat structural analysis dated 8-2-1995. The following summarizes the seismic and wind criteria used in the design of the O'Brien Residence. • The 1991-97 Uniform Build Code (aka; California Building Code) was used in the design of this home. • The seismic base shear assumed Seismic Zone 4 conservatively and was taken as 0.187 Wd or 18.7% of the weight of the structure. The actual base shear indicated on the analysis is 17.5 kips parallel to grid line Y and distributed over grid lines A through F. The shear in grid line C is 5.6 kips and is the shear under consideration as noted on the cover sheet of the analysis. o QLatTM by Lateral Pro Software was created by the same company that provided programing for metal press plate wood trusses used by local truss manufacturers. The software was also created by the developer who wrote TJ Beam for Weyerhaeuser's software. In 1995 Simpson Strong -Tie TM hired me to work with Lateral Pro in the development of the software to specify Simpson's mechanical connectors. QLat was used in the design of design of this home as a test basis for Simpson. o Located in Boulder Colorado, Lateral Pro used designed this home conservatively. The lateral base was assumed to be 18.7% of the weight of the structure while local design criteria was often taken as 13.3% Wd or 3.98 Kips (1.62 Kips less than the actual force assumed in the analysis). Lateral wind load controls when using an 80 mph (16.4 psf) in an unenclosedREC"IVF'1D (1.3) structure using Exposure B (1.04) is assumed (as Lateral Pro had in this JAN 2 0 2011 Page 1• BY' O'Brien Compliance Report design). The wind force in each direction calculated to be 22.2 kips (distributed from grid line A to F). The lateral wind load for an 80 mph wind in Line C calculates as 4.23 Kips. o La Quinta's required a minimum 70 mph (12.6 psf) wind force. Using a 70 mph wind in Exposure B the length of the 380-plf shear walls calculates as 11.13 feet+ rThe actual length of wall is 16 feet with the window approximately 3' to 4'-0" in width. Wind loads continue to govern, but the actual lateral load to this line of shear is 1.62 kips less than the Lateral Pro calculated shear. Shear walls are 15/32" Struct I plywood w/ 8d common nails at 4:12 o.c. Allowable shear is rated at 380 plf (see shear wall schedule in the structural analysis). With an actual shear capacity of 4,230 pounds the required sheathing is 5'-0" shorter than actually provided. The window is located within the center of one of the plywood shear walls. Shear is closer to zero in the center of a panel where the moment is highest. Since the shear approaches zero in the center of the panel the need to brace the opening is not as critical as that location where the shear or uplift approaches the maximum. The QLatTM design is conservative and is higher than, the loads generally used by engineers in the Coachella Valley. It is my professional opinion that the placement of the window is acceptable. I have reviewed the analysis and distribution of shear carefully and have compared the actual shear to the allowable I have used for most other homes I've designed (for a 70 -mph wind load). I have also considered the use of 15/32" plywood (a five-ply panel) with 8d common nails and the difference over 3/8" panels should a panel be crushed in nailing. The five ply panel allows for damage in one of the ply's while 3/8" panels are not so forgiving. If the panel edge was crushed on a four -ply panel, I would require the sheathing to be removed and replaced. Inasmuch as the faces of the panels were not visible, I believe the five-ply panel offers a factor of safety for what we cannot see. Therefore, I approve of the installation of the window in the new bathroom. Please feel free to contact me with any questions you may have. I am returning the original analysis provided by Mr. O'Brien. Thank you for allowing me to represent your. engineering needs. ADDENDUM (1/5/2011): A 2.6 -foot door was also added at grid line 4. The Vact = 6.423 Kips and with a 15/32" 5 -ply shear wall (one side w/ 8d@6:12 Common Nails) the required length required is 24.7 -feet. The actual length provided is equal to (9 -ft + 8.5 -ft + 8 -ft) equals' 25.5 -feet. Considering the difference in wind speed is 12.6-psf/16.4-psf * (6.423 -Kips) = 4.93 -kips. Lact=25.5-ft — 2.33 -ft = 23.17 -ft and Vact = 23.17 -ft * 260-plf = 6024 -lbs or 6.024 -kips >> 4.93 -kips. Therefore, the capacity of the actual length of shear wall is 1.094 -kips greater than the allowable. Page 2 O'Brien Compliance Report In summary, the capacity of shear walls provided is 1.094 -kips greater than the capacity of the shear walls allowed by the revised wind load (taken at 70 -mph). Finally, I was unable to verify the use of additional Simpson HPAHD22 hold-downs at each side of the new door. However, if we assume the wall to be designed according to the provisions of AWC's perforated shear wall design, the use of hold-downs may be omitted as the entire length of the shear wall (17.5 -ft) would be considered one complete wall and the use of hold-downs at each end of the 17.5 -ft wall would be adequate. In addition, the weight of the roof trusses from the main structure from grid line 1 to 4 would provide sufficient dead load to resist uplift on the 17.5 -ft shear walls. It is my professional opinion that the installation of the door in the existing 17.5 -ft shear wall is allowed and the full length of the wall (17.5 -ft) is considered adequate as a perforated shear wall. Addendum II (1/19/11) — Visual confirmation of existing construction, erection of non- bearing walls, and headers; Bill Albers (spelling of name to be confirmed) is a friend of Sean O'Brien and a contractor. He was asked to assist in exposing the headers above the exterior window and door (between the garage and house) and to confirm how the non-bearing walls that were located either parallel or perpendicular to the roof trusses attached to the ceiling. The concern was that the top of the non-bearing walls had at least %2 -inch clearance to the bottom of the trusses as noted in conventional construction provisions. The existing walls of the garage and common wall to the home was constructed of 2x4 studs rather than 6x framing as originally thought. The garage is 20 -feet from 16 -foot garage door header to the rear wall and the width of the garage is 30 -feet on the interior face of wall. The trusses bear on the garage header and the common wall at the back of the garage where the new door between the bathroom and the home was constructed. It is assumed that.the flat roof trusses in the home also bear on this .wall as the length of the trusses is shorter in the direction (assumed North -to -South based on the drawing convention). The header above the door is a 4x12 DF — much larger than required for the width of the opening (32 -inches). The header above the window (a non-bearing wall) is a 4x6 DF header and the width of the window is 36 -inches. The headers are more than sufficient for the loads and width of opening. It is assumed but not confirmed that the headers are a #2 grade lumber. A 2 -inch by 3/4" hat channel was used on each side of the double top plate of the wall to make the connection to the bottom of the trusses. The top plate of each wall came up to the face of the '/2 -inch Gypsum board ceiling. The gypsum finish was not removed and the Hat channel was secured to the bottom of the trusses perpendicular to the wall with fasteners at each truss through the gypsum wall board. The Hat channel allows the wall to move vertically but restrains the wall from lateral movement. The spacing of the trusses was confirmed to be 24 -inch on center. Page 3 O'Brien Compliance Report I asked the contractor to expose the sill plate of each of the interior walls to expose the connection of the plate to the foundation. Non-bearing walls require only a Power Actuated Fastener (PAF) of a minimum 0.145" concrete nail. The size and spacing of the fasteners can be confirmed by the city inspectors as per the requirements of prescriptive conventional construction (per the latest International Residential Code). After confirming the size of the headers and the allowable clearance between the top of the non-bearing walls and the bottom of trusses it is my professional opinion that all work inspected and confirmed is in compliance with the minimum standards of the Residential Building Code and the size of headers used is greater than the minimum size required using the prescriptive methods of conventional construction for a roof with a minimum 20-psf Live Load and 20-psf Dead Load. Therefore, I _find the structural concerns to be in compliance with the building code. The remainder of the work not covered by this report should comply with the conventional construction provisions published by the city of La Quinta and indicated in the latest International Residential Building Code. The exposures shall remain for the city of La Quinta Building Inspectors to confirm compliance with the code for any and all non-structural issues that the city may have for the work recently completed. Please feel free to contact me with any questions you may have related to this project. Sincerel nis S. Wish, PE 1250 Exp. 03/31/2011 Page 4 /QIpFESS/0N� vj DENNIS S. WISH 2 NO.C•041250 m dRf EXP go 3&IL \P OFCAI.\F�Q� Prescriptive Certificate of Compliance: CF -1R ADD Residential Additions Pae 1 of 5 Site Address: Enforce nt Age ce I D te: al oiD Tag/ Assembly Name ID' or T z Framing Thickness, Material Spacing, and SizeZ of Other3 Framed Continuous JA4 Proposed U- JA4 Table Cavity Insulation Assembly Assembly factor° Numbers R-va 6 R -Value Cell Value' U -facto? General Information Project Name �✓� —� Climate Zone # # of Stories Building Type Single Family 0 Multi Family Circlea Fr nt Orientation: N, E, <W r Degree Conditioned FI r Area of Addition (CFA): New Addition Size: Less a 0 r equal to 1000 ft Do not use this orm for additions greater than 1000 A NOTE: For Alterations to an existing home, submit a completed CF -IR -ALT Form. Exception: Existing HVACs stems that are re laced or altered to serve the addition may be included on the CF -1R -ADD Form PRESCRIPTIVE ENVELOPE REQUIREMENTS FOR ADDITIONS For standard wood and assemblies meeting the Cavity R -value only. • For 100 f? additions; the Proposed values must be equal or greater than the Standard column or when indicated when using Package D, "Pkg D ". Enter values in the shaded Proposed Columns. • For less than 1,000 ft1 additions must comply with "Pkg D" requirements unless indicated in the Standard Column. To meet "Pkg D" minimum —energy compliance reo ruirements, see RCMA errdix'$, �F l'5q or §152(b) in the RCM. Enter values in the shaded Proposed Columns. Size of Addition ft or less Less than 1,000 ft' Component Standard/-,Proosed Com ent Standard Pio sed Comment Ceiling Insulation R-1,9 Minimu Pkg D Table 151-C Wall Insulation R,'13 fo-1*5 Minim R-13 Minimum Floor Insulation k-14 Minimum Pkg D Table 151-C Fenestration U- U- factor HGC factor SHGC 0.40 g D • o •? Ente)Value F "Fen 50 > ft Pr"Addition — AForWest-Facing U- factor SHGC U- `factor :SHGC Enter Values From "Fenestration ProposedAreas" Pae 2of 5 0.40 Pkg D Maximum Glazing Addition Alone t ftArea Enter Values From Allowed Fenestration AreasPa Page 3 of Orientationz's .� fte Radiant Barrier N/A Pkg D Table 151-C Roofing N/A �. _ ee Roofing bpd6cts Below Pkg D See Roofing Products Below OPAQUE SURFACE DETAILS For the furred portioned of Mass Walls see Furring Strips Construction Table below. A B C D E F G H I J Proposed 5ee Note Standard Values From JA4 Table Tag/ Assembly Name ID' or T z Framing Thickness, Material Spacing, and SizeZ of Other3 Framed Continuous JA4 Proposed U- JA4 Table Cavity Insulation Assembly Assembly factor° Numbers R-va 6 R -Value Cell Value' U -facto? x9 t "oG -- C; . — — A ASE �- :," CONS M%a B Note: For furred assemblies, accounting for Continuous /nsulalion R -value, see Page JA4-3 and Equat urred walls use the Mass and Furring Construction table below. Registration Number: 2008 Residential Compliance Forms Registration Date/Time: HERS Provider: March 2010 Prescriptive Certificate of Compliance: CF -1R ADD Residential Additions (Page 2 of 5 Site Address: HEnfo ement Agency: Date: _ b j t i QGYnl �- Walls From Reference 1. For Tag/ID indicate the identification name that #ches the building plans. 2. Indicate the Assembly Name or type: Roof/Ceiling, Walls, Floors, Slabs, Craw! Space, Doors and etc... Indicate in column G the Frame material and Size: For Wood, iN-1 1, Meta! Buildings; Mass, enter 2x4, 2x6, or etc... see JA4 for other possible frame type assemblies: 3. Enter the thickness for mass 4n -inches of Spacing between f46ming members enter; 16 "or 24 "OC; or Other for all other assembly description such as Concrete Sandwich Pagel, Sp pndrel Panel, Lois, Straw Bale Panel, and etc.... 4. Based on the Climate Zone; enter the equivalent U factor found in JA4 Table based on the R -Value frons Table 151-C 5. Enter the Table number that closely resembles the proposed assembly. 6. Enter the R -value that is being installed in the wall cavity or between. the framing; otherwise, enter "0 ". 7. Enter the Continuous Insulation R -value for the proposed assembly; otherwise, enter "0 ". 8. Enter the row and column of the U factor value based on Column F Table Number and enter the Assembly U factor in Column J. 9. The Proposed Assembly U factor, Column J, must be equal to or less than the Standard U factor in Column E to comply. FURRING STRIPS CONSTRUCTION TABLE FOR MASS WALLS ONLY A I B I C I D I E F I G I H I I I J I K L M Proposed Properties of Masonry and Concrete Added Interior orExterior,Insulation Walls From Reference in Furring Oace from Reference Joint Appendix Table 4.3.5 4.3.6, 4.3.7 Joint Appendix Table 4.3.13 OU Assembly ?'v a L >. o o o m, e > Final Mass Name or JA4 Table x R c Assembly Thickness T Number' 2 > c ¢ > 4.1. U -factor Comment Indicate the Mass Thickness from Reference Joint Appendix JA. Y W 2. Indicate the Assembly Name or type: Roof/Ceiling, Walls, Floors, Slabs, Crawl Space, Doors and etc ... Indicate the Frame type and Size: For Wood, Metal, Metal Buildings, Mass, enter 2x4, 2x6, or etc... see JA4 for othlmve assemblies. 3. Enter the Table number that closely resembles the proposed assembly. 4. Enter the row and column of the U factor value. - 5. Enter the Effective R -value listed in the JA4 Table Number. 6. The Final Assembly is calculated by using Equation 4-1 or Equation 4-4 of the Reference Joint Appendix JA4. Enter the value in Column L. 7. Insert the Final Assembly U- actor value back on to the Opaque Surface Details table in Column J. FENESTRATION PROPOSED AREAS ntation Fenestration Type and Frameorth, Eas P l op osedArea� Maximum Maximum NFRC or (Window, Glass Door oc S fi ht � � h South, W t M t U -facto 3 SHGCZ 3.4 Def ult Valuess �S 1 t 6tt �t• ` ` I .� �` , o . o InS r J a Total I. Fenestration area is the area of total glazed product (i.e. glass plus frame). Exception: When a door is less than 50% glass, the fenestration area may be -the glass area plus•a "2 inch framer' around the glass. 2. Enter value from ComponentPackage DRequirements in Table 151-C. 3. Actual fenestration products installed and as indicated in CF -6R -ENV Form shall be equivalent to or have a lower U factor and/or adower SHGC value than that specified on the Fenestration Proposed Area table above. 4. Submit a completed WS -31? Form if a reduced SHGC is calculated with exterior shading. 5. lfapolicable at this stage enter "NFRC" or NFRC Certified windows or CEC "Default " valuesfound in Table 116-A or B. Registration Number: 2008 Residential Compliance Forms Registration Date/Time: HERS Provider: March 2010 Prescriptive Certificate of Compliance: CF -1R ADD Residential Additions (Page 3 of 5 Site Address: Enforcement Agency: Date: ADDITION ALLOWED FENESTRATION AREAS A B C D E less than 5lb/ft2. F CFA of Addition Allowed % Allowed Area Area Z Removed Maximum Allowed Area Proposed Areas ftZ of CFA (A x B) ftZ C + D > 212 (Table Above) Total Femstration Area {� 0,20 1 SRIS �2. > ', , •�• West Fenesfra%h Area 4 Q [34 > (Required In CZ's 2, 4 & 7 -15)7V*; f o — a4 l. West Fenestration Area includes west -sloping skylights and any skylights with a pitch less than 1:12. 2. Glass removed to make way for the addition. 3. For additions less than 1,000f? the standards allows glazing removed during the remodel to be added to the glazing area allowance. The maximum allowed glazing area for the addition is the CFA x 20% + glass removed to make way for the addition. 4. In climate zones 2, 4, 7-15, no more than 5% of the CFA is allowed for west facing glazing plus west facing glass area removed to make way for the addition. The maximum allowed west facing glazing area is the CFA x 5% + west facing glass removed to make way for the addition. 5. To meet compliance, the Proposed Area must be less than orequal to the Total Allowed Area or BOTH the Total and West Fenestration Areas. a Check applicable box below if the roof addition is exempt from the roofing prbduct "Cool Roof' requirements. Note: If any one of the boxes are checked below, the Aged Solar Reflectance and Thermal Emittance requirements for roofing products inA18(i) are not applicablq.Do not fill table below. Roofing compliance Not Required in Climate Zones 1-12, 14, and 16 with a Low -Sloped. Less or 2:12 pitch. El Roofing compliance Not Required in Climate Zones 1 through 9 and 16 with a Steep -Sloped. Roofs pitch greater than 2:12 and product weight less than 5lb/ft2. ® Roofing area covered by building integrated; photovoltaic panels and solar thermal panels are exempt from the above Cool Roof criteria Roof constructions that have thermal mass over the roof membrane with at least 25 lb/ftZ is exempt from the above Cool Roof criteria. ote: If no CRRC-1 label is available, this compliance method cannot be used, use the Performance Approach to show compliance, otherwise, check e applicable box below if Exempt from the Roofing Products "Cool Roof' Requirement: Roof Slope Product Weight Product Aged Solar Thermal . CRRC Product ID Number<p�2:12 > 212 < 5lb/ft2 > 5lb/ft2 Type' Reflectance 3,4 Emittance SRIS U 0 0 Q [34 f 0 a4 0 ® 0 0 ©4 ® 0 ® © ®4 0 13 13 El 1 [:14 1. The CRRC Product ID Number can be obtained from the Cool Roof Rating Council's Rated Product Directory at www. coolroofs. ore/products/search.vh,o 2. Indicate the type of product is being used for the rooftop, i.e. single ply roof, asphalt roof, metal roof, etc. 3. If the Aged Reflectance is not available in the Cool Roof Rating Council's Rated Product Directory then use the Initial Reflectance value from the same directory and use the equation (0.2+0.7(p;,,;,;aj — 0.2) to obtain a calculated aged value. Where p is the. initial Solar Reflectance. 4. Check box if the Aged Reflectance is a calculated value using the equation above. 5. Calculate the SRI value by using the SRI- Worksheet at ht(p.-11www. enersm.ca.gov/title24/and enter the resulting value in the SRI Column above and attach acopy of the SRI- Worksheet to the CF -1R. To apply Liquid Field Applied Coatings, the coating must be applied across the entire roof surface and meet the dry mil thickness or coverage recommended by the coatings manufacturer and meet minimum performance requirements listed in § 118(i)4. Select the applicable c4diag: O Aluminum -Pigmented Asphalt Roof Coating TO Cement -Based Roof Coating ® Other Registration Number: 2008 Residential Compliance Forms Registration Date/Time: HERS Provider: March 2010 Prescriptive Certificate of Compliance: CF -1R ADD Residential Additions (Page 4 of 5 Site Address: Enforcement Agency: Date: HVAC SYSTEMS - HEATING List water heaters and boilers for both domestic hot water (DHW) heaters and hydronic space heating. individual dwelling DHW heaters must be Duct or Configuration Minimum Distribution Piping (Central, Split, Heating Equipment Efficiency Type and Insulation Thermostat Space, Package or Type and Capacity",' AFUE or H$PF Location" R -Value Type H dronic • ti ' 4 y External Tank `y t 4 n 1 I. Indichte Yeating Type (CentrM Ybrnace, WallrMTFurnace, Heat puma, Boiler, Electric Resistance, etc.) 2. Electric resistance heating is allowed only in Component Package C, or except where electric heating is supplemental (i.e., if total capacity < 2 KW or 7,000 Btu/hr electric heating is controlled by a time -limiting device not exceeding 30 minutes). See ,¢151(6)3 exception. 3. Refer to the HERS Verification section on Pages 3 and 4 of the CF -IR -ADD Form for additional requirements and check applicable boxes. 4. Indicate Type or Location Ducts, H dronic in Floor, Radiators, etc. HVAC SYSTEMS - COOLING List water heaters and boilers for both domestic hot water (DHW) heaters and hydronic space heating. individual dwelling DHW heaters must be Cooling Equipment �ZTYPe and Capacity Configuration Minimum Diskibution Duct or Piping _ _ _ __Central, Split, Efficiency T e Ad Insulation Thermostat Space, Package or SEER/EER or COP) Locdtion3 R -Value Type H dronic kitchens and on all underground hot water pipes is required in all component packa es in all climate zones. Heated Slab Insulation 0 YES I XN0 I Slab edge insulation required for heated slabs in all Climate Zones. See details in Table 118-A of the standards. Raised Slafi Insulation 1. Indicate Cooling Type (A/C Heat pump, Evap. Cooling, etc). 2. Refer to the HERS Verification section on Pages 3 and 4 of the CF- IR -ADD Form for additional requirements and check applicable boxes. 3. Indicate Type or Location Ducts, H dronic in Floor, Radiators, etc. WATER HEATING List water heaters and boilers for both domestic hot water (DHW) heaters and hydronic space heating. individual dwelling DHW heaters must be storage gas or propane fired, non -recirculating, and may not exceed 50 gallons. If no natural gas is connected to the building, an electric storage DHW heater less than 50 gallons with an energyfactor greater than 0.90 maybe used. Hot water pipe insulation from the DHW heater to the kitchens and on all underground hot water pipes is required in all component packa es in all climate zones. Heated Slab Insulation 0 YES I XN0 I Slab edge insulation required for heated slabs in all Climate Zones. See details in Table 118-A of the standards. Raised Slafi Insulation El YES O External Tank Water Heater Type/Fuel Distribution Type Number In Tank Energy Factor or Insulation Typel (Standard, Recirculatin Z System Capacity (al) Thermal Efficiency R -Value 15th 1. Indicate Type (Storage Gas, Heat Pump, Instantaneous, etc.) 2. Recirculating systems serving multiple dwelling units shall meet the recirculation requirements of §150(n). The Prescriptive requirements do not allow the installation of a recirculating water heating system for single dwelling units. 3. The water heating tank andpipes shall be insulated to meet the requirements o 150 ' . SPECIAL FEATURES The enforcement agency should pay special attention to the Special Features specified in this checklist below. These items may require written justification and documentation and special verification. Applicable special features shall be marked with a YES and be specified within the plans. Radiant Barrier (Roof) 0 YES I bi NO I Required in Climate Zones 2, 4, and 8-15 for additions larger than 100 ft Slab Edge (Perimeter) Insulation Q YES JR NO I In Climate Zone 16 under Component Package D, R-7 insulation is required. Heated Slab Insulation 0 YES I XN0 I Slab edge insulation required for heated slabs in all Climate Zones. See details in Table 118-A of the standards. Raised Slafi Insulation El YES O In Climate Zones 1, 2, 11, 13, 14 & 16 R-8 insulation is required, and in Climate Zones 12 & 15 R-4 insulation is required under Component Package D. Thermal Mass - To obtain Compliance Credit for the installation of thermal mass, use the Performance Approach. Registration Number: Registration Date/Time: HERS Provider: 2008 Residential Compliance Forms March 2010 Prescriptive Certificate of Compliance: CF -IR ADD Residential Additions (Page 5 of 5 Site Address: Enforcement Agency: Date: HERS VERIFICATION SUMMARY - The enforcement agency should pay special attention to the HERS Measures specified in this checklist below. A completed and signed CF -4R Form for all the measures specified shall be submitted to the building inspector before final inspection. Duct Sealin & esting HERS verification is re uired or this measure. YES IM NO In all Climate Zones, if a new space -conditioning system (HVAC equipment and ducting) is installed to serve the addition If Applicable© CEA or[]CEPE /v W► f J� YJ r 1 alone, the ducts are to be sealed and tested per §151(f)10. YES ONO In Climate Zones 2 and 9-16, if more than 40 linear feet of new or replacement ducts are installed in unconditioned. space to serve the addition, the ducts are to be sealed and tested per §I52(b)ID.E] EXCEPTION: Existing duct systems • I am eligible under Division 3 of the California Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance. that are extended, which are constructed, insulated or sealed with asbestos. to the requirements of Title 24, Parts 1 and 6 of the California Code of Regulations. • The building design features identified on this Certificate of Compliance are consistent with the information provided to document this In Climate Zones 2 and 9-16, if the existing HVAC equipment is replaced (including replacement of the air handler, outdoor agency for approval with this building permit application. Name: condensing unit of a split system, cooling or heating coil, or the furnace heat exchanger) and will serve the addition, the ducts Company: Date: are to be sealed and tested per §152(b)IE. YES IMNO EXCEPTION: Duct systems that are documented to have been previously sealed confirmed through HERS verification in accordance with procedures in the Reference Residential Appendix RA3. EXCEPTION: Duct systems with less than 40 linear feet in unconditioned space. EXCEPTION: Existing ducts stems constructed, insulated or sealed with asbestos. Refri erant Cha e - Split System HERS verification is re uired or this measure. © YESli NO In Climate Zones 2 and 8-15, if a newly ducted split A/C or heat pump is installed to serve the addition alone, a refrigerant charge measurement shall be verified per § 151 7A. �i0 In Climate Zones 2 and 8-15, if the existing HVAC equipment is replaced (including replacement of the air handler, outdoor © YES condensing unit of a split system, cooling or heating coil, or the furnace heat exchanger) and will serve the addition, a refrigerant charge measurement shall be verified per § 152 b IF. Central Fan Integrated Ventilation System — Airflow and Fan Watt Draw - do not apply for additions 1,000 ft or less. Ducted Split Systems - Air Conditioners and Heat Pumps: Airflow and Fan Watt Draw HERS verification is required. YES $1 NO In Climate Zones 10 through 15, if a new space -conditioning system (HVAC equipment and ducting) is installed to serve the addition alone, the airflow and fan watt draw shall be verified per § 151(f)7B. YES EYWO In Climate Zones 10 through 15, if the existing space -conditioning system (HVAC equipment and ducting) is replaced and will serve the addition, the airflow and fan watt draw shall be verified per §152(b)IF. Documentation Author's Declara 'o to ment • I certify that this Certificate,4rqoWpOance documentation is accujw4k complete. Name: Signature: - - Company: 7 _#`W h b AA7 2 Date: r 1 Address: �_ l U �r- If Applicable© CEA or[]CEPE /v W► f J� YJ r 1 (Certification #): City/State/Zip:LP f\ . 1 1 _,� (A` /„ la"!� Phone: Responsible Building Designer's De laration Statement • I am eligible under Division 3 of the California Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance. • I certify that the energy features and performance specifications for the building design identified on this Certificate of Compliance conform to the requirements of Title 24, Parts 1 and 6 of the California Code of Regulations. • The building design features identified on this Certificate of Compliance are consistent with the information provided to document this building design on the other applicable compliance forms, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. Name: Signature: Company: Date: Address: License: City/State/Zip: Phone: For assistance or questions regarding the Energy Standards, contact the Energy Hotline at. 1-800-772-3300. Registration Number: Registration Date/Time: HERS Provider: 2008 Residential Compliance Forms March 2010 Remove this label after final inspection; SAVE for future reference CIA Pella Corporation 10 Basic New Construction NFRC Sliding Window Annealed merb �r XO Vf3nt/Fixed National Fenestration Obscure Advanced Low —E Rating Council Argon Gas Vinyl Frame ENERGY PERFORMANCE RATINGS U — Factor Solar Heat Gain Coefficient 0.30 1.70 0.30 U.S.fI— MdriclSl ADDITIONAL PERFORMANCE RATINGS Visible Transmittance 0.56 PAanufacturer stipulates that these ratings conform to applicable NFRC procedures for determinin Iproduct perlormance.NFRC ratings are determined for a axed set of environmental condi fi nd a specific product size. NFRC does not recommend any products and does not warrant the Itabllity of any product for any specific use. For more information, call (641)621-3114 or visit Pella's wall site at www. elia.com or visit NFRC's web site at www.nfrc.or Wind Loed Design Pressure ENERGY STAR" Gualified in Highlighted Regions � 4�I� Zfti r vv/vv Per ASTM E330 1 l PUMP. b 0 Qualified R35 (Performance Grade35) .�rac. rro oom Tested to ANSUAAMAmWDA 101A.S.2— 97 n1.U�rC1UPFP<rP50iUr r www.wdm..acm HS—R35 73.5"x35.5" WDMALicense NumbarAil—H-835 Tested toAAMAfWDMNCSAlolfl.s.21Aaoo—o5 � �,,,,, `renter„ so, HSR35 1866x901 (73.5"x35.5") WDMA Hallrk Certification. Pelle products labeled with the Window 8 Door enu ac urers ssoc a on ) Hallmark Certification are tested in accordance with applicable WDMA performance standards, which requires products be tasted for air. infiltration. water infiltration, and structural performance. 1`6formance of Pelle products Will change over time depending upon the conditions of use. For details on Hallmark Certification, go to 'www.wdma.com. Complies with HUD 111(Portland. OR) - Meets or exceeds M.E.Q. C.E.C.. and I.E.C.C. Air Infiltration Requirements Diming type and thickness:Anneeled,2.511114both panes, designed per ASTM E1300 Window or Door Actual Si;e:35.500" wide byll.500• tall or�uv.� E=- - wa�c-_ CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE BY. L -7�6�► X I? ��(� Q)ndvv� N�iG = i�Zy &VALLA 1 �.,�- Cru, ✓,�-� , � �, a�. � �. JecQtl � 110 - le(o -002 ?Afl} 'lao� LRL1'4�7i�+y►^' P�x.�G c.�D�S ' F y 1 ({t f • r ld�lob� UI'fl i CITY OF LA OUINTA BUILDING & SAFETY DEPT. APPROVED � FOR CONSTRUCTION DATE BY_ ROO W\ ocASF GqvAh Uwv t t j t 10.106} ';Ip,4Fw.rcGmc.n..+� l8-i#�5 /1ns+Now IJrwe}w fffvz *4 . fW-c)N Y n \,J-> 61-4 I