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BRES2018-0102
Document-5316211-Page-1 Page 1 of 1 RECORDING REQUESTED BY: Scott Dixon: 44605 Pala Circle La Quinta, CA 92253. WHEN RECORDED PLEASE MAIL TO: DOC # 2018-0204332 05/22/2018.01:15 PM Fees: $98.00 Page 1 of 4 Recorded in Official Records County of Riverside Peter Aldana Assessor -County Clerk -Recorder "This document was electronically submitted to the County of Riverside for recording" Receipted by: ALYCIA#778- Scott Dixon 44605 Pala Circle - La Quinta, CA 92253 COVENANT AND AGREEMENT RESTRICTING THE USE OF THE RESIDENCE AT 44605 Pala Circle, LA QUINTA, CALIFORNIA This Covenant and Agreement are made and executed this ffluesdauJWdayjoffMavA115W 2018 b. Scott Dixon, as the recorded owner(s) of the property described herein. The City of La Quinta, a Municipal Corporation, is hereby made a party to this Agreement for the purposes set forth below. ' The undersigned hereby certifies that he/she is the property owner of the following described real property in the City of La Quinta, County of Riverside, State of California: iLQtTd0%TJRi239'103, in the City of La Quinta, County of Riverside, State of California In consideration of the City of La Quinta issuing a building permit for certain improvements which will . be constructed on said property, the undersigned does hereby covenant and agree to; and with said City, to restrict the use of said property as follows: 1. The guest house may not be rented nor sold independent of the main single-family residence; 2. All on -site facilities are intended for the sole occupancy of the property owner(s), guests, and caretakers (i.e., a maid•and/or housekeeper, etc.); and, 3. The guest house shall be used primarily as a sleeping facility, and shall be maintained in accordance with all zoning and other codes as set forth in the La Quinta Municipal Code, as may be amended from time to time. This Covenant and Agreement shall run with the land and shall be binding upon future owners, their successors,.heirs, or assigns, and ourselves, and shall 'continue in effect while said accessory building remains, on the real property or unless otherwise released by the authority of the City.of La Quinta. All leases of said dwelling andlor property shall be subject to this restriction. This Agreement shall be entitled to the remedy of injunctive relief in addition of any remedy in law or equity. This Covenant and Agreement and the provisions hereof are irrevocable, except by the written consent of all parties to the agreement, including the City of La • Quinta, a Municipal about:blank 5/22/2018 Corporation. The City shall have the right to enforce each and every provision hereof and the parties agree that the Agreement shall not be rescinded, revoked, modified, or otherwise amended or changed, without the expressed written consent of the City first being obtained. In the event that the owners, their heirs, assigns or successors in interest, shall fail to perform any obligation hereunder, they hereby agree to pay all costs and expenses incurred by the City of La Quinta in securing performance of such obligation, including attorney's fees. By: 1. l� 2. 3, Signature(s) Dated: �) x4 Gabri erez Planning Ma ger City of La Quinta Printed Name of all owner(s) Date CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE § 1189 ri �- L- �, u ra rrc �rw c rz c c f, a Cc t f z s r � c�rzri�cycr r� errr_rr r-z A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of 121 Vo.rSA cLP— ) On { t1r,_� 1.to , A-D t 23 before me, &_C ," -- C-7P rr Q_Z0'\r `']�, �Z� Cam, Date Here Insert Name and Title of the cer personally appeared GG V)Y1rQ N(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the persori(Wwhose namets}g�are bscribed to the within iristrumend acicnowjdged to me that &he/they executed the same in Subscribed authorized capacitoe<and that b i er/their signature(g)on the instrument the persor3(-s or the entity upon behalf of which the persorl("cted, executed the instrument. ANGELA FERREIRA µme. Commission # 2104060 z ;-ea Notary Public - California z Riverside County D My Comm. Expires Apr 17, 2019 Place Notary Seal Above I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS m4hhE d andofficial seal. r Signature C Si a re of Notary Public OPTIONAL Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: -At-iu-� _�t.�C. tom_4NT, _ o�n' a' - y 1 Number of Pages: Signer(s) Other Than Named Ab Capacity(ies) Claimed by Signer(s) Signer's Name: Signer's Name: _ ❑ Corporate Officer — Title(s): ❑ Corporate Officer — Title(s)• ❑ Partner — ❑ Limited ❑ mI ❑ Individual ❑ A ey in Fact ❑ Trustee Guardian or Conservator ❑ Other: Signer Is-1�epresenting: ❑ Partner — ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: :C7Tr"Cr`e:4'e(JG"<:�[:,:•.:.`��`r�.`4:•C7�:7SrCCi�x=' `.-L - -^�G.>4:<1�:`.`�SGs�.`S3U�wi�`��-''{.'S�Y�i,^+-�:-C.`GX7S�'ei."�{.`S.�Stii7�Zii�:`CC'Cil'G�S.'4'<.'S�:7i ©2014 National Notary Association • www.NationaiNotary.org • 1-800-US NOTARY (1-800-876-6827) Item #5907 CALIFORNIA ALL- PURPOSE CERTIFICATE O-F ACKNOWLEDGMENT A notary public.or other officer completing this certificate verifies orily, the identity of the individual who. signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity'of that document. State of California } County of Riverside On i cJ r2011 before me, Tonga Given, rotary Public thmm lnstlrL Marna ana Uth or MIS emrEll ' personally appeared 5G0`� 0,-, who proved.to me on the basis. of satisfactory evidence to -be the person(g) whose name(g)-is/ate subscribed to -the within instrument and acknowledged to me that: he/s�fthe*exccuted.the same in hislherft erirauthorized capacity(i:-), and that by his/b&fftti irsignature(a)-on the instrument•the person(&); or the entity, upon behalf. of which the person(xracted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the fo..regoing paragraph is true and correct. ' WITNESS my hand and official seal. r COW #206l�i.T�I Yi NOTARY PUBLIC ■ CALIFORNIA f RIVERSIDE•COUNTY �. Commie m Expires June 24, 2048 Notary ublic 5i atuee - (Notary Public Seal) INSTIWCTIONS'FORCbMPLETINGTIES FORM ADDITIONAL OPTIONAL INFORMATION Thisjorm compa, with current Cabforriia st�uies regarding natary warding and DESCRIPTION OF THE ATTACHED DOCUMENT ifnecder4 should be completed ondattached to the document Acknosvledparents' - from other aetes may be completedjar documents being rent to that stare'sa long _ �11 IM� as'the warding does not regudre the Calffornfa notary lo'Wolale Calrjorafa notary. rl lase. (rifle or detscriplion of attached docu )C/VkO State and Ceimty &ormation must be the.5tam amd County where the documentsigneI' pees zatiDj' appeared before dat die notary pub!isfor a orally appear t •' Bate of notazization must bathe data that the sigaer(s} personally appeared which Dart of [rl a or descdpbon of ached document continued) AiACe, must also bs the same d4a the arknowladgromf is completed. • The nata y public must print his or her mane 'as it appears withia his or her j Number Of Pages' Document Date oommissioa followed by a eomron and men your title (notary puhlie). • Print the names) of document signer(s) who personally appear at the lima of I� notariasti❑n. — 1 , CAPACITY CLAIMED. BY THE SIGNER indicate the correct singular or plural forms by crossing off incorrect forms (Ix. Ulshmfthoy;•• is Jam ) or eirolingthe correctforms. isaUure to correctly Mrate this r ❑ Individual (s) infonna ml may ImAi to rejEcti❑u of docume❑t tee❑riling. ❑ Corporate Officer The notary seal impression must be Blear and photographically reproducible. impression must dot cover text or lines. If seal impression smudges, re -seal if a (Title) sufEcieut area pemlits, atherwise complete a different aclmaWcdgmentf❑rm. ^ 51gnaEtue Of the notary public must rrr,itch the: signature on fits with the office of ❑ Partner(s) • . tllecotmty clrk ❑ Attorney-in=Fact Additional informBEou is not required but could help to ensure this ' p'Trustee(s) aclmnwledgmemtis netrnj used or attached to a different document Indicate title or type'of attached document, number of pages and date. Other Cl Other •• the capacity claimed by the signer If the claimed capacity is a . c❑rporate officer, iDdicate the'dtle (i.e. CEO, CFO, Secrctaty). 2015 Version www.NotaryClasses.com 800-873-9865 SEcwzly attach this documeut•to the signed document with a staple.• 11. Q�11 nt) li --GCAI D17-1;fFRTT4—W PERMIT - C) "C) #• eL- PLAN LOCATION: Project Address • Project Description: Pool, Remodel, Add't, Elect, Plumb, Mech APN #: ?j f Applicant Name: r V r Address: pn, City, ST, Zip: Telephoner Email: [� ` r Valuation of Project $ [a Contractor Name: New SFD Construction: Address: Conditioned Space SF City, St, Zip Garage SF Telephone: Patio/Porch SF Email: Fire Sprinklers SF State Lic: City Bus Lie: Arch/Eng Name: Construction Type: Occupancy: Address: Grading: City, St, Zip Telephone: Bedrooms: Stories: # Units: Email: State Lie: City Bus Lie: Property Owner's Name: New Commercial / Tenant Improvements: Address: ! Total Building SF City, ST, Zip Construction Type: Occupancy: Telephone: Email: 78495 CALLE TAMPICO LA QUINTA, CA 92253 760-777-7000 OFFICE USE ONLY # Submittal Req'd Req'd Plan Sets Structural Calcs Truss Calcs Title 24 Calcs Soils Report Grading Plan (PM10) Landscape Plan Subcontractor List Grant Deed HOA Approval School Fees Burrtec Debris Plan Planning approval Public Works approval Fire approval City Business License Simpson Strong -Tie Company, Inc. TRUSS DESIGN DRAWINGS & DETAILS 5956 W. Las Positas Blvd. Pleasanton, CA 94588 (800)999-5099 www.strongtie.com PreparedImperial Truss and Lumber • • - . 180313PD- Dixon Guest Bedrrom D • 9/26/2018 12:43 PM 71520 Notes: 1. The truss design drawings referenced below have been prepared based on design criteria and requirements set forth in the Construction Documents, as communicated by the Truss Manufacturer. 2. The engineer's signature on these drawings indicates professional engineering responsibility solely for the individual components to be able to resist the design loads indicated, utilizing all the design parameter and materials indicated or referenced on each individual design. 3. It is the Building Designer's responsibility to review the truss design drawings to insure compatibility with the Building design, Refer to all notes on the individual truss design drawings. 2 Truss Design Drawing(s): 1-ES-REP: SID 339735 2-E10-REP: SID 339736 CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE Ov gy _ � 7 C I Q� RECEIVED OCT 01 2018 Clay OF LA QUINTA DESIGN AND DEVELOPMENT DEPARTMENT Va I rr in MOM Component Solution sT"" Important Information & General Notes Symbols and Nomenclature 5X7 Plate size; the first digit is the plate width (perp. to the slots) and the second digit is the plate length (parallel to the slots). 5X7-18 IA -18, -1855 or -1856 following the plate size indicates different 18 ga plate types. These symbols following the plate size indicate the direction of the plate length (and tooth slots) for square and nearly square plates. 10-3-14 Dimensions are shown in feet -inches -sixteenths (for this example, the dimension is 10'-3 14/16"). Joints are numbered left to right, first along the top chord and then along the bottom chord. Mid -panel splice joint numbers are not shown on the drawing. Members are 2 identified using their end joint numbers (e.g., TC 2-3). When this symbol is shown, lateral restraint is required on the member near the location(s) indicated on the graphic and in the Bracing Data Summary. See Note 3 under Handling, Installing, Restraint & Bracing for more information. Bearing supports (wall, beam or other), on which the truss must completely bear. Bearing material is checked for perpendicular -to -grain resistance only. The Building Designer is responsible for all other bearing design considerations. Truss -to -Truss or Truss -to -Structural Element connections, which require a hanger or other structural connection (e.g., toe -nail) that has adequate capacity to resist the max. reactions and uplifts shown in the Reaction Summary. Design of the Structural Element and the connection of the Truss to the Structural Element is by others. Note: These symbols are for graphical interpretation only; they are not intended to give any indication of the geometry requirements of the actual item that is represented. Materials and Fabrication 1. Design assumes truss is manufactured in accordance with the TDD and the quality criteria in ANSI/TPI 1 Chapter 3, unless more restrictive criteria are part of the contract specifications. 2. Unless specifically stated, lumber shall not exceed 19% moisture content at time of fabrication or in service. 3. Design is not applicable for use with fire retardant, preservative treated or green lumber unless specifically stated on the TDD. 4. Plate type, size, orientation and location indicated are minimum plating requirements. Plates shall be embedded on both faces of the truss at each joint. 5. Truss plates shall be centered on the joint unless otherwise specified on the joint details. Referenced Standards ANSI/TPI 1: National Design Standard for Metal Plate Connected Wood Truss Construction , a Truss Plate Institute publication (www.tpinst.org). BCSI: Guide to Good Practice for Handling, Installing, Restraining & Bracing Metal Plate Connected Wood Trusses, a joint publication of the Truss Plate Institute (www.tpinst.org ) and the Structural Building Components Association (www.sbcindustry.com ). General Notes 1. Each Truss Design Drawing (TDD) provided with this sheet has been prepared in conformance with ANSI/TPI 1. Refer to ANSI/TPI 1 Chapter 2 for definitions of all capitalized terms and for the responsibilities of all parties involved, which include but are not limited to the responsibilities listed on this sheet. 2. TDDs should not be assumed to be to scale. 3. The Contractor and Building Designer shall review and approve the Truss Submittal Package. 4. The suitability and use of the component depicted on the TDD for any particular building design is the responsibility of the Building Designer. 5. The Building Designer is responsible for the anchorage of the truss at all bearing locations as required to resist uplift, gravity and lateral loads, and for all Truss -to -Structural Element connections except Truss -to -Truss connections. 6. The Building Designer shall ensure that the supporting structure can accommodate the vertical and/or horizontal truss deflections. 7. Unless specifically stated otherwise, each Design assumes trusses will be adequately protected from the environment, including not being used in locations where the sustained temperature is greater than 150°F. 8. Trusses are designed to carry loads within their plane. Any out -of -plane loads must be resisted by the Permanent Building Stability Bracing. 9. Design dead loads must account for all materials, including self -weight. The TDD notes will indicate the min. pitch above which the dead loads are automatically increa sed for pitch effects. 10. Trusses installed with roof slopes less than 0.25/12 may experience (but are not designed for) ponding. The Building Designer must ensure that adequate drainage is provided to prevent ponding. Handling, Installing, Restraint & Bracing 1. The Contractor is responsible for the proper handling, erection, restraint and bracing of the Trusses. In lieu of job -specific details, refer to BCSI. 2. ANSI/TPI 1 stipulates that for trusses spanning 60' or greater, the Owner shall contract with any Registered Design Professional for the design and inspection of the temporary and permanent truss restraint and bracing. Simpson Strong -Tie is not responsible for providing these services. 3. Trusses require permanent lateral restraint of chords and certain web members (when indicated) at the locations or intervals indicated on the TDD. This shall be accomplished in accordance with: standard industry lateral restraint/bracing details in BCSI-B3 or BCSI-B7, supplemental bracing details referenced on the TDD, or as specified in a project -specific truss permanent bracing plan provided by the Building Designer. 4. Additional building stability permanent bracing shall be installed as specified in the Construction Documents. 5. Special end wall bracing design considerations may be required if a flat gable end frame is used with adjacent trusses that have sloped bottom chords (see BCSI-133). 16. Do not cut, drill, trim, or otherwise alter truss members or plates without prior written approval of an engineer, unless specifically noted on the TDD. 7. Piggyback assemblies shall be braced as per BCSI-133 unless otherwise specified in the Construction Documents. DSB-89 Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses, a Truss Plate Institute publication (www.tpinst.org ). NDS: National Design Specification for Wood Construction published by American Forest & Paper Association and American Wood Council. ESR-2762 Simpson Strong-Tie®AS Truss Plates are covered under ESR-2762 published by the International Code Council Evaluation Service (www.icc-es.org ). TD-GEN-0003A 6/2015 Project Name: 180313 - Dixon Guest Bedrrom Qty: 4 Truss: E8 Customer: Perez Collabvorative Darning SID: 0000258165 TID: 66452 Date: 05 / 22 / 18 Truss Mfr. Contact: Manny Prado Page: 1 of 1 1-10-14. 7-11-11 � 7-11-11 1 2 ' New 2x4 DFL #2 (or better) scab 38 # 38 # 1 7.8.. 6'-4 M M 4/12 M n ^l 3x6 N 3-15 m Z 3.5" 8-0-0 8-0-0 1 3 Issue Truss must support two 38 lb point load (dead load only) at 6'4" and 7'8" from the left end Description This repair/modification is based solely on information provided by others This design should not be used if there is additional damage or the field condition is different. 1. Attach anew cut -to -fit DFL #2 (or better) scab to one face of the top chord w/ 2 staggered rows of 10d (0.128 x 3") nails @ 9 in o.c.. Position the scab as shown. Notes: 1 The 3/8" bolt holes are allowed along centerline of the top chord Repair Solution 1. It is the responsibility of the Component Manufacturer or person who sends this truss to verify and send the truss design that is actually originally manufactured and that there are no modifications or changes done to it. 2. This repair detail is intended to be used only for problem mentioned in problem statement on this specific truss & project. When the required repairs are properly performed, the truss will be capable of supporting the loads indicated. 3. All new webs or chord pieces added to this repair must cut with allowed gap per ANSI/TPI PROF ESS/p. Re4. Repair p Standards. If repair involves cutting member or plates then lumber & plates MUST be cut cleanly. It is O T. 9ptQ Fy recommended to cut metal plated joints with a metal cutting blade. All remaining steel plate on the Notes joint must not be loose & must be fully embedded. ram, 5. It is the responsibility of the client who reported the problem to verify that the problem statement 3��� on this repair letter fully covers the issue reported on the truss & notify Simpson Strong -Tie of any changes. , f 6. While applying fasteners, the end distance, edge distance & spacing should be such as to avoid Y .� splitting of wood. 9T G'IVIE 7. Simpson Strong -Tie is not responsible for other damage not reported on this truss. F Q Q� CA►-�F 8. Refer to original sealed truss drawing for engineering notes, reaction, bracing & other important information. z712018 9. Simpson Strong -Tie is also not responsible for temporary bracing or shoring on this truss required to perform the repair. NOTICE A copy of this design shall be furnished to the erection contractor. The design of this individual truss is based on design criteria and requirements supplied by th Component Solutions Truss Manufacturer and relies upon the accuracy and completeness of the information set forth by the Building Designer. A seal on this drawing indicates acceptance of Trues Studio V professional engineering responsibility solely for the truss component design shown See the cover page and the "Important Information & General Notes" page for 2018.1.0.87 additional information PJI connector plates shall be manufactured by Simpson Strong -Tie Company, Inc in accordance with ESR-2762 All connector plates are 20 gauge e r "-18" "S# f - Helpdesk: 1-866-252-6606 unless the specified plate size is followed by a which indicates an 18 gauge plate, or 18", which indicates a high tension 18 gauge plate . CSHelp@strongtie.com Project Name: 180313PD - Dixon Guest Bedrrom Qty: 4 Truss: E8 Customer: Perez Collabvorative Drafting SID: 0000339735 TID: 71520 Date: 09 / 26 / 18 Truss Mfr Contact: Manny Prado Page: 1 of 1 1-10-14 7-11-11 7-11-11 1 2 4/12 f' M M I I ryn ^t 3x6 3-15 N m Z 440, 3.5" 8-0-0 8-0-0 1 3 Plates -- Simpson Strong -Tie 20 ga (AS20) or 18 ga (AS18HS, AS18S5, or AS18S6) indicated by —18' Code/Design: CBC-^_016/TPI-2014 -----------Snow Load Specs----------- ----------Wind Loa d.Specs�-------- -------Additional Design Checla------ PSF Lire Dead Dur Factors ASCE7-10 Ground Sncw(Pg) = H/A ASCE7-10 Wind Speed(V) . 1130 mph 10 psf Non -Concurrent BCLL: Yes TC 20.0 14.0 Live Wind Snow Risk Cat: II Terrain Cat: B Risk Cat: II Exposure Cat: B 20 psf BC Limited Storage: Yes BC 0.0 7.0 Lum 1.25 1.60 H/A Roof Exposure: Sheltered Bldg Dims: L = r 0 ft B = 0.0 ft 200 lb BC Accessible Ceiling: Yes Total 41.0 P 1 t 1.25 1.60 N/A Thermal Condition: All Others f1. R.H(h) = 15.0 f, Rzt = 1.0 300 lb TC Maintenance Load: Yes Spacing: 2-00-00 o.c. Plies: 1 Unobstructed Slippery Roof: 110 Bldg Enclosure: Enclosed 2000 lb TC Safe Load: No Repetitive Member Increase: Yes Low -Slope Minimums(Pfmin): he Wind DL(psf): TC = 8.4 BC = 4.-- Unbalanced TCLL: Yes Green Lumber: Yes We Service: No Unbalanced Snow Loads: Ho End Vertical Exposed: L = Yes R = Yes Fab Tolerance: 20! Creep (Fcr) = 2.0 Rain Surcharge: Ho Ice Dam Chk: I•lo Wind Uplift Reporting: Hybridt4r4 Material Summary Reaction Summary Deflection Summary TC 2x4 DFL #2--------------Reaction Summary(Lbs)------ -7=------- TrussSpan Limit Actual(in.) Location BC ✓4 DFL #- Jnt --;<-Lee- React -Up- --Width- -P.egd -19at PSI Vert LL L/240 L/E291-0,14j 1- 3 1 01-12 502 50 03-08 00-09 DFL 625 Vert CR L/180 L/2911-0,11,'J 1- 3 Member Forces Summary 3 8-00-00 16E 0Y� 03-00 HGR DFL C25 Harz LL 0.75in I. 0.06) @Jt 1 ... Mem... Ten Comp .CSI. - 7-11-11 289 60•"- 01-15 "HGR DFL 625 Horz CR 1.25in 10,05) @Jt 1 TC OH- 1 83 0 0.51 Max Horiz = +0 / +104 at Joint 1 1- 2 el 83 0.99 Vert CR and Herz CR are the vertical and BC 1- 3 0 0 0.70 Loads Summary horizontal deflections due to live load This truss has been designed for the effects of an unbalanced top chord plus the creep component of deflection live load occurring at [71111) using a 1.00 Full and 0.00 Reduced load due to dead load, computed as Defl_LL + factor. (Ycr - 1) x Defl-DL in accordance with ANSI/TPI 1. See Loadcase Report for leading combinations and additional details. Dead Loads may be slope adjusted: � 12.0/12 Tooth -Holding reduction factors applied:Green Lumber Bracing Data Summary ------------Bracing Data ------------ Chords; continuous except where shown Notes Web Bracing -- hone Designed for green lumber that will be seasoned by time of installation. Plate offsets (X, 1): Plates designed for Cg at 0.80 and Rotational Tolerance of 10.0 (None unless indicated below) degrees Jntl(01-12,01-02) Plates located at TC pitch breaks meet the prescriptive minimum size requirement to transfer unblocked diaphragm leads across those joints. NOTICE A copy of this design shall be furnished to the erection contractor. The design of this individual truss is based on design criteria and requirements supplied by lh Component Solutions Truss Manufacturer and relies upon the accuracy and completeness of the information set forth by the Building Designer. A seal on this drawing indicates acceptance of ® Truss Studio V professional engineering responsibility sole) for the truss component design shown. See the cover page and the "Important Information & General Notes' page for p g g p y y pO g p g p p g 2018 0 2018.3.0.152 additional information. All connector plates shall be manufactured by Simpson Strang -Tie Company, Inc in accordance with ESR-2762, All connector plates are 20 gauge .3. M ( � � � .esk: unless the specified plate size is followed by a "-18" which indicates an 18 gauge plate, or "S# 16", which indicates a high tension 18 gauge plate, 1-866-252-8606 CSHelp@strongtie.com Project Name: 180313PD - Dixon Guest Bedrrom Qty: 2 Truss: E10 Customer: Perez Collabvorative Darfting SID: 0000339736 TID: 71520 Date: 09 / 26 / 18 Truss Mfr. Contact: Manny Prado Page: 1 of 1 1-10-14 41 8-0-0 1-8-1�-1x 11 8-0-0 9-8-Ij 7 �4 ' New 2x4 DFL #2 (or better) scab 38 # 38 # 1 1 c-a- r 8-1-8 r�', ^ 4111 3x6 �. 3-15 3.5" 8-0-0 8-0-0 1 5 9-9-7 Issue Truss must support two 38 lb point load (dead load only) at 6'4" and 7'8" from the left end. Description This repair/modification is based solely on information provided by others. This design should not be used if there is additional damage or the field condition is different. 1. Attach a new cut -to -fit DFL #2 (or better) scab to one face of the top chord w/ 2 staggered rows of 10d (0.128 x 3") nails @ 9 in o.c.. Position the scab as shown. Notes: 1. The 3/8" bolt holes are allowed along centerline of the top chord. Repair Solution 1. It is the responsibility of the Component Manufacturer or person who sends this truss to verify and send the truss design that is actually originally manufactured and that there are no modifications or changes done to it. 2. This repair detail is intended to be used only for problem mentioned in problem statement on this specific truss & project. When the required repairs are properly performed, the truss will be capable of supporting the loads indicated 3. All new webs or chord pieces added to this repair must cut with allowed gap per ANSI/TPI pF ESSi aN Repair Standards. 4. If repair involves cutting member or plates then lumber & plates MUST be cut cleanly. It is '�DpF� T recommended to cut metal plated joints with a metal cutting blade. All remaining steel plate on the Notes joint must not be loose & must be fully embedded. n, 5. It is the responsibility of the client who reported the problem to verify that the problem statement UJI 34229 on this repair letter fully covers the issue reported on the truss & notify Simpson Strong -Tie of any changes. 6. While applying fasteners, the end distance, edge distance & spacing should be such as to avoid 7 '� splitting of wood. 9T crVil- Q$ 7. Simpson Strong -Tie is not responsible for other damage not reported on this truss. F d Dr CA►-�F 8. Refer to original sealed truss drawing for engineering notes, reaction, bracing & other important information. .271201 ts 9. Simpson Strong -Tie is also not responsible for temporary bracing or shoring on this truss required to perform the repair. NOTICE A copy of this design shall be furnished to the erection contractor. The design of this individual truss is based on design criteria and requirements supplied by th Component Solutions Truss Manufacturer and relies upon the accuracy and completeness of the information set forth by the Building Designer. Aseal on this drawing indicates acceptance or Trues Studio V professional engineering responsibility solely for the truss component design shown See the cover page and the "Important Information & General Notes" page for 2016. 3. 0.152 2018. 3. 0.esk: additional information All connector plates shall be manufactured by Simpson Strong -Tie Company, Inc in accordance with ESR-2762. All connector plates are 2f) gauge "-18" "S# r r :. 1-666-252-6606 unless the specified plate size is followed by a which indicates an 16 gauge plate, or 18", which indicates a high tension 18 gauge plate. CSBelp@strongtie.com Project Name: 180313PD - Dixon Guest Bedrrom Qty: 2 Truss: E10 Customer: Perez Collabvorative Darfting SID: 0000339736 TID: 71520 Date: 09 / 26 / 18 Truss Mfr Contact: Manny Prado Page: 1 of 1 1-10-144 8-0-0 F- 1 8-0-0 2 9-8-41-7 4 A. } 4/12 r: 8-1-8 I r� I M 3-15 3x6 fV M I � 3.5" 8-0-0 8-0-0 1 5 1 F 9-9-7 J y Plates -- Simpson Strong -Tie 20 ga (AS20) or 18 ga (AS18HS, AS18S5, or AS18S6) indicated by '-18' Cede/Design: CBC-2016/TPI-2014 -----------Snow Load Specs ---------- ----------Wind Load pcs---------- -------Additional Design Checks------ PSF Live Dead Dur Factors ASCE7-10 Ground Snow(Pg) = N/A ASCE7-10 Wind Speed(V) = 130 mph 10 psf Non -Concurrent BCLL: 'Yes TC 20.0 19.0 Line Wind Sncw Risk Cat: II Terrain Cat: B Risk Cat: II Exposure Cat: B 20 psf BC Limited Storage: 'Yes BC 0.0 7.0 Lum 1.25 1.60 17/A Roof Exposure: Sheltered Bldg Dims: L = 0.0 ft B = 0.0 ft 200 lb BC Accessible Ceiling: Yes Total 41.0 Plt 1.25 1.60 N/A Thermal Condition: All Others M.R.H(h) = 15.0 ft Kzt = 1.0 300 lb TC Maintenance Load: Yes Spacing:2-00-00 C.C. Plies: 1 Unobstructed Slippery Roof: No Bldg Enclosure: Enclosed 2000 lb TC Safe Load: tto Repetitive Member Increase: Yes Low-S1epe 'Minimums (Pfmin): No Wind DL(psf): TC = 8.4 BC = 4.2 Unbalanced TCLL: 'Yes Green Lumber: Yes I•let Service: Ho Unbalanced Snow Loads: No End Vertical Exposed: L = Yes R = Yes Fab Tolerance: 20'± Creep (For) = 2.0 Rain Surcharge: No Ice Dam Chk: No Wind Uplift Reporting: HybridMr.,! Matertal Summary Reaction Summary Deflection Summary TC 2x9 DFL #2--------------Reaction Summary(Lbs)-------- _------- TrussSpan Limit Actual(in) Location BC Zr.4 DFL #2 in --:<-Lec- React -Up---I•lidth- -Regd -14at PSI Vert LL L/290 L/653(-0.14) 1- 5 1 01-12 950 39 03-08 00-08 DFL 625 Vert CR L/180 L/328(-0.27) 1- 5 Member Forces Summary 5 8-00-00 125 0t, 03-00 HGP, DFL c25 Horz LL 0.75in 0.04) @Jt 1 ..K.em... Ten Comp .CSI. 8-01-08 556 190 03-00 00-08 DFL 703 Horz CR 1.25in ( 0.06) @Jt 1 TC OH- 4 13 33 0.01 3 9-09-07 32 206 03-00 HGR DFL 625 OH- 4 13 33 0.01 Max Horiz = -+0S.121 atJoint 1 Vert CP. and Horz CR are the vertical and OH- 1 83 0 0.51horizontal deflections due to live load 1- ? 91 139 0.89 Loads Summary plus the creep component of deflection 2-OH 27 84 0.83 This truss has been dsigned for the effects of an unbalanced top chord due to dead load, computed as Defl LL + BC 1- 5 0 0 0.n6 live load occurring at [90907] using a 1.00 Full and 0.00 Reduced load (Kcr - 1) r. Deft DL in accordance with factor. ANSI/TPI 1- See Loadcase Report 'for loading combinations and additional details. Dead Loads may be slope adjusted: > 12.0/1E Bracing Data Summary Tooth -Holding reduction factors applied:Green Lumber ------------Bracing Data ------------ Chords; continuous except where shown Ileb Bracing -- None Notes Designed4for green lumber that will be seasoned by time of Plate offsets(X, l): installation. (None unless indicated below) Plates designed for Cq at 0.80 and Rotational Tolerance of 10.0 Jntl(00-05,00-02) degrees Plates located at TC pitch breaks meet the prescriptive minimum requirement to transfer unblocked diaphragm loads across those size joints. NOTICE A copy of this desiprr shall be furnished to the erection contractor. The design of this individual truss is based on design criteria and requirements supplied by th Component Solutions Truss Manufaclurerand. relies upon the accuracy and completeness of the information set forth by the Building Designer. A seal on this drawing indicates acceptance of Truss Studio V professional engineering responsibility sole) for the truss component p g� g p y y ponent design shown. See the cover page and the "Important Information 8 General Notes' page for 2016.3. 0.152 2018.3. 0. additional information -All connector plates shall be manufactured by Simpson Strong -Tie Company, Inc in accordance with ESR-2762. All connector plates are 20 gauge , unless the specified plate size is followed by a '-18" which indicates an 18 gauge plate, or "S# 18", which indicates a high tension 18 gauge plate. q r Helpde@stron-866 1-886-252-8606 :. com BUILDING ENERGY ANALYSIS REPORT PROJECT: MR/MRS DIXON RESIDENCE 44605 PALA CIRCLE LA QUINTA, CA 92253 Project Designer: Perez Collaborative Drafting Consultants P.O. Box. 1868 La Quinta, CA 92247 (760) 699-8732 Report Prepared by: Galicia Commissioning Group, Inc Galicia Commissioning Authority 1121 Lisa Lane (� ICE Banning , CA 92220CITY OF LA QUINTA (760) 610-6507 BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE =9 Job Number: 1817.02 RECEIVED Date: OCT 01 2018 9/26/2018 CITY OF LA QUINTA DESIGN AND DEVELOPIMENT#pARTMEN,r The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2016 Building Energy Efficiency Standards. This program developed by EnergySoft Software — www.energysoft.com. I TABLE OF CONTENTS I Cover Page Table of Contents Form CF-1 R-PRF-01-E Certificate of Compliance Form RMS-1 Residential Measures Summary Form MF-1 R Mandatory Measures Summary 2 3 11 12 RESIDENTIAL MEASURES SUMMARY RMS-1 Project Name MR/MRS DIXON RESIDENCE Building Type m Single Family ❑ Addition Alone Date ❑ Multi Family ❑ Existing+ Addition/Alteration 9/26/2018 Project Address 44605 PALA CIRCLE LA QUINTA California Energy Climate Zone Total Cond. Floor Area CA Climate Zone 15 570 Addition n/a # of Units 1 INSULATION Construction Type Cavity Area (ft) Special Features Status Wall Wood Framed R 21 828 Add=R-4.0 New Door Opaque Door - no insulation 24 New Roof Wood Framed Attic R 38 570 Add=R-8.0 New Slab Unheated Slab -on -Grade - no insulation 570 Perim = 105' New FENESTRATION Total Area: 143 Glazing Percentage: 25.1 NewlAitered Average U-Factor: 0.27 Orientation Area f 2 U-Fac SHGC Overhang Sidefins Exterior Shades Status Right (N) 27.0 0.260 0.25 2.0 none Bug Screen New Right (N) 47.5 0.290 0.22 1.4 none Bug Screen New Left (S) 15.8 0.260 0.24 2.0 none Bug Screen New Left (S) 20.0 0.290 0.22 2.0 none Bug Screen New Rear (W) 15.0 0.260 0.25 2.0 none Bug Screen New Rear (W) 9.0 0.260 0.24 2.0 none Bug Screen New Rear (W) 9.0 0.260 0.24 2.0 2.0010.00 Bug Screen New HVAC SYSTEMS Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status 1 Split Heat Pump 10.50 HSPF Split Heat Pump 20.0 SEER Setback New HVAC DISTRIBUTION Location Heating Cooling Duct Duct Location R-Value Status HVAC System Ducted Ducted Attic 8.0 New WATER HEATING Qty. Type Gallons Min. Eff Distribution Status 1 Large Instantaneous Electric 0 0.98 Standard New Enera Pro 7.2 by Ener vSoft User Number.' 10097 ID: 1817.02 Page 11 of 15 2016 Low -Rise Residential Mandatory Measures Summary NOTE: Low-rise residential buildings subject to the Energy Standards must comply with all applicable mandatory measures, regardless of the compliance approach used. Review the respective section for more information. 'Exceptions may apply. {Revised 04/2017) Building Envelope Measures: § 110.6(a)l: Air Leakage. Manufactured fenestration, exterior doors, and exterior pet doors must limit air leakage to 0.3 cfm/ft2 or less when tested per NFRC-400 or ASTM E283 or AAMA/WDMA/CSA 10l/I.S.2/A440-2011.' § 110.6(a)5: Labeling. Fenestration products must have a label meeting the requirements of § 10-111(a). § 110.6(b): Field fabricated exterior doors and fenestration products must use U-factors and solar heat gain coefficient (SHGC) values from TABLES 110.6-A and 110.6-B for compliance and must be caulked and/or weatherstri ed.' § 110.7: Air Leakage. All joints, penetrations, and other openings in the building envelope that are potential sources of air leakage must be caulked, asketed, or weather stripped. § 110.8(a): Insulation Certification by Manufacturers. Insulation specified or installed must meet Standards for Insulating Material. § 110.8(g): Insulation Requirements for Heated Slab Floors. Heated slab floors must be insulated per the requirements of § 110.8(g). § 110.8(i): Roofing Products Solar Reflectance and Thermal Emittance. The thermal emittance and aged solar reflectance values of the roofing material must meet the requirements of § 110.8(i) when the installation of a cool roof is specified on the CF1 R. § 110.80): Radiant Barrier. A radiant barrier must have an emittance of 0.05 or less and be certified to the Department of Consumer Affairs. Ceiling and Rafter Roof Insulation. Minimum R-22 insulation in wood -frame ceiling; or the weighted average U-factor must not exceed 0.043. Minimum R-19 or weighted average U-factor of 0.054 or less in a rafter roof alteration. Attic access doors must have permanently attached § 150.0(a): insulation using adhesive or mechanical fasteners. The attic access must be gasketed to prevent air leakage. Insulation must be installed in direct contact with a continuous roof or ceiling which is sealed to limit infiltration and exfiltration as specified in § 110.7, including but not limited to placing insulation either above or below the roof deck or on top of a drywall ceiling' § 150.0(b): Loose -fill Insulation. Loose fill insulation must meet the manufacturer's required density for the labeled R-value. Above Grade Wall Insulation. Minimum R-13 insulation in 2x4 inch wood framing wall or have a U-factor of 0.102 or less (R-19 in 2x6 or U- § 150.0(c): factor of 0.074 or less). Opaque non -framed assemblies must have an overall assembly U-factor not exceeding 0.102, equivalent to an installed value of R-13 in a wood framed assembly.' § 150.0(d): Raised -floor Insulation. Minimum R-19 insulation in raised wood framed floor or 0.037 maximum U-factor.' § 150.0(f): Slab Edge Insulation. Slab edge insulation must meet all of the following: have a water absorption rate, for the insulation material alone without facings, no greater than 0.3%; have a water vapor permeance no greater than 2.0 perm/inch; be protected from physical damage and UV light deterioration; and, when installed as part of a heated slab floor, meet the requirements of § 11 0.8(g). Vapor Retarder. In Climate Zones 1-16, the earth floor of unvented crawl space must be covered with a Class I or Class II vapor retarder. This § 150.0(g)l: requirement also applies to controlled ventilation crawls ace for buildings complving with the exception to § 150.0(d). Vapor Retarder. In Climate Zones 14 and 16, a Class I or Class II vapor retarder must be installed on the conditioned space side of all § 150.0(g)2: insulation in all exterior walls, vented attics, and unvented attics with air -permeable insulation. 150.0 § (q)' Fenestration Products. Fenestration, including skylights, separating conditioned space from unconditioned space or outdoors must have a ' maximum U-factor of 0.58: or the weighted average U-factor of all fenestration must not exceed 0.58 Fireplaces, Decorative Gas Appliances, and Gas Log Measures: § 150.0(e)lA: Closable Doors. Masonry or factory -built fireplaces must have a closable metal or glass door covering the entire opening of the firebox. § 150.0(e)l B: Combustion Intake. Masonry or factory -built fireplaces must have a combustion outside air intake, which is at least six square inches in area and is equieped with a readily accessible, operable, and tight -fitting damper or combustion -air control device.' § 150.0(e)l C: Flue Damper. Masonry or factory -built fireplaces must have a flue damper with a readily accessible control.' § 150.0(e)2: Pilot Light. Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, when that indoor air is vented to the outside of the building, are prohibited. Space Conditioning, Water Heating, and Plumbing System Measures: § 110.0-§ 110.3: Certification. Heating, ventilation and air conditioning (HVAC) equipment, water heaters, showerheads, faucets, and all other regulated ap Iiances must be certified by the manufacturer to the Energy Commission' § 110.2(a): HVAC Efficiency. Equipment must meet the applicable efficiency requirements in TABLE 110.2-A through TABLE 110.2-K.' Controls for Heat Pumps with Supplementary Electric Resistance Heaters. Heat pumps with supplementary electric resistance heaters § 110.2(b): must have controls that prevent supplementary heater operation when the heating load can be met by the heat pump alone; and in which the cut -on temperature for compression heating is higher than the cut -on temperature for supplementary heating, and the cut-off temperature for compression heating is higher than the cut-off temperature for supplementary heatin .' § 110.2(c): Thermostats. All unitary heating or cooling systems not controlled by a central energy management control system (EMCS) must have a setback thermostat.' Water Heating Recirculation Loops Serving Multiple Dwelling Units. Water heating recirculation loops serving multiple dwelling units must § 110.3(c)5: meet the air release valve, backflow prevention, pump priming, pump isolation valve, and recirculation loop connection requirements of § 110.3(c)5. § 110.3(c)7: Isolation Valves. Instantaneous water heaters with an input rating greater than 6.8 kBTU/hr (2 kW) must have isolation valves with hose bibbs or other fittings on both cold water and hot water lines of water heating systems to allow for water tank flushing when the valves are closed. § 110.5: Pilot Lights. Continuously burning pilot lights are prohibited for natural gas: fan -type central furnaces; household cooking appliances (appli- ances without an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt); and pool and spa heaters' Building Cooling and Heating Loads. Heating and/or cooling loads are calculated in accordance with ASHRAE Handbook, Equipment § 150.0(h)1: Volume, Applications Volume, and Fundamentals Volume; SMACNA Residential Comfort System Installation Standards Manual; or ACCA Manual J using design conditions specified in § 150.0(h)2. _ 2016 Low -Rise Residential Mandatory Measures Summary § 150.0(h)3A: Clearances. Installed air conditioner and heat pump outdoor condensing units must have a clearance of at least 5 feet from the outlet of any dryer vent. § 150.0(h)3B: Liquid Line Drier. Installed air conditioner and heat pump systems must be equipped with liquid line filter driers if required, as specified by manufacturers instructions. § 150.00)1: Storage Tank Insulation. Unfired hot water tanks, such as storage tanks and backup storage tanks for solar water -heating systems, must have R-12 external insulation or R-16 internal insulation where the internal insulation R-value is indicated on the exterior of the tank. Water piping and cooling system line insulation. For domestic hot water system piping, whether buried or unburied, all of the following must be insulated according to the requirements of TABLE 120.3-A: the first 5 feet of hot and cold water pipes from the storage tank; all piping with a § 150.00)2A: nominal diameter of 314 inch or larger; all piping associated with a domestic hot water recirculation system regardless of the pipe diameter; piping from the heating source to storage tank or between tanks; piping buried below grade; and all hot water pipes from the heating source to kitchen fixtures.' § 150.00)2B: Water piping and cooling system line insulation. All domestic hot water pipes that are buried below grade must be installed in a water proof and non -crushable casinq or sleeve.' § 150.00)2C: Water piping and cooling system line insulation. Pipe for cooling system lines must be insulated as specified in § 150.00)2A. Distribution piping for steam and hydronic heating systems or hot waters stems must meet the requirements in TABLE 120.3-A: § 150.00)3: Insulation Protection. Insulation must be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. Insulation Protection. Insulation exposed to weather must be installed with a cover suitable for outdoor service. For example, protected by § 150.00)3A: aluminum, sheet metal, painted canvas, or plastic cover. The cover must be water retardant and provide shielding from solar radiation that can cause degradation of the material. § 150.00)3B: Insulation Protection. Insulation covering chilled water piping and refrigerant suction piping located outside the conditioned space must have a Class I or Class II vapor retarder. Gas or Propane Systems. Systems using gas or propane water heaters to serve individual dwelling units must include all of the following: a § 150.0(n)1: 120V electrical receptacle within 3 feet of the water heater; a Category III or IV vent, or a Type B vent with straight pipe between the outside termination and the space where the water heater is installed; a condensate drain that is no more than 2 inches higher than the base of the water heater, and allows natural draining without pump assistance; and a gas supply line with a capacity of at least 200,000 Btu/hr. § 150.0(n)2: Recirculating Loops. Recirculating loops serving multiple dwelling units must meet the requirements of § 110.3(c)5. § 150.0(n)3: Solar Water -heating Systems. Solar water -heating systems and collectors must be certified and rated by the Solar Rating and Certification Corporation SRCC) or by a listing agency that is approved by the Executive Director. Ducts and Fans Measures: § 110.8(d)3: Ducts. Insulation installed on an existing space -conditioning duct must comply with § 604.0 of the California Mechanical Code (CMC). If a contractor installs the insulation. the contractor must certify to the customer, in writin , that the insulation meets this requirement. CMC Compliance. All air -distribution system ducts and plenums must be installed, sealed, and insulated to meet the requirements of CMC §§ 601.0, 602.0, 603.0, 604.0, 605.0 and ANSIISMACNA-006-2006 HVAC Duct Construction Standards Metal and Flexible 3rd Edition. Portions of supply -air and return -air ducts and plenums must be insulated to a minimum installed level of R-6.0 (or higher if required by CMC § 605.0) or a minimum installed level of R-4.2 when entirely in conditioned space as confirmed through field verification and diagnostic testing § 150.0(m)1: (RA3.1.4.3.8). Connections of metal ducts and inner core of flexible ducts must be mechanically fastened. Openings must be sealed with mastic, tape, or other duct -closure system that meets the applicable requirements of UL 181, UL 181A, or UL 181B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings greater than Y, inch, the combination of mastic and either mesh or tape must be used. Building cavities, support platforms for air handlers, and plenums designed or constructed with materials other than sealed sheet metal, duct board or flexible duct must not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms must not be compressed to cause reductions in the cross -sectional area of the ducts.' Factory -Fabricated Duct Systems. Factory -fabricated duct systems must comply with applicable requirements for duct construction, § 150.0(m)2: connections, and closures; joints and seams of duct systems and their components must not be sealed with cloth back rubber adhesive duct tapes unless such toe is used in combination with mastic and draw bands. § 150.0(m)3: Field -Fabricated Duct Systems. Field -fabricated duct systems must comply with applicable requirements for: pressure -sensitive tapes, mastics, sealants, and other requirements specified for duct construction. § 150.0(m)7: Backdraft Dampers. All fan systems that exchange air between the conditioned space and the outside of the building must have backdraft or automatic dampers. § 150.0(m)8: Gravity Ventilation Dampers. Gravity ventilating systems serving conditioned space must have either automatic or readily accessible, manually operated dampers in all openings to the outside except combustion inlet and outlet air openings and elevator shaft vents. Protection of Insulation. Insulation must be protected from damage, including that due to sunlight, moisture, equipment maintenance, and § 150.0(m)9: wind. Insulation exposed to weather must be suitable for outdoor service. For example, protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam insulation must be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation. § 150.0(m)10: Porous Inner Core Flex Duct. Porous inner core flex duct must have a non -porous layer between the inner core and outer vapor barrier. Duct System Sealing and Leakage Test. When space conditioning systems use forced air duct systems to supply conditioned air to an § 150.0(m)11: occupiable space, the ducts must be sealed and duct leakage tested, as confirmed through field verification and diagnostic testing, in accordance with § 150.0 m 11 and Reference Residential Appendix RA3. Air Filtration. Mechanical systems that supply air to an occupiable space through ductwork exceeding 10 feet in length and through a thermal § 150.0(m)12: conditioning component, except evaporative coolers, must be provided with air filter devices that meet the design, installation, efficiency, pressure dro , and labeling requirements of § 150.0(m)12. IT MU 2016 Low -Rise Residential Mandatory Measures Summary Duct System Sizing and Air Filter Grille Sizing. Space conditioning systems that use forced air ducts to supply cooling to an occupiable space must have a hole for the placement of a static pressure probe (HSPP), or a permanently installed static pressure probe (PSPP) in the § 150.0(m)13: supply plenum. The space conditioning system must also demonstrate airflow >_ 350 CFM per ton of nominal cooling capacity through the return grilles, and an air -handling unit fan efficacy <_ 0.58 WICFM as confirmed by field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3.3. This applies to both single zone central forced air systems and every zone for zonally controlled central forced airsystems.* Ventilation for Indoor Air Quality. All dwelling units must meet the requirements of ASHRAE Standard 62.2. Neither window operation nor §150.0(o): continuous operation of central forced air system air handlers used in central fan integrated ventilation systems are permissible methods of providinq whole-buildinq ventilation. § 150.0(o)1A: Field Verification and Diagnostic Testing. Whole -building ventilation airflow must be confirmed through field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3.7. Pool and Spa Systems and Equipment Measures: Certification by Manufacturers. Any pool or spa heating system or equipment must be certified to have all of the following: a thermal efficiency § 110.4(a): that complies with the Appliance Efficiency Regulations; an on -off switch mounted outside of the heater that allows shutting off the heater without adjusting the thermostat setting; a permanent weatherproof plate or card with operating instructions; and must not use electric resistance heating.* § 110.4(b)1� Piping. Any pool or spa heating equipment must be installed with at least 36 inches of pipe between the filter and the heater, or dedicated suction and return lines, or built-in or built-up connections to allow for future solar heating. _ § 110.4(b)2: Covers. Outdoor pools or spas that have a heat pump or gas heater must have a cover, § 110.4(b)3: Directional inlets and time switches for pools. Pools must have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or programmed to run only during off-peak electric demand periods. § 110.5: Pilot Light. Natural gas pool and spa heaters must not have a continuously burning pilot light. 150.0 § (p)' Pool Systems and Equipment Installation. Residential pool systems or equipment must meet the specified requirements for pump sizing, flow rate, piping. filters, and valves: Lighting Measures: § 110.9: Lighting Controls and Components. All lighting control devices and systems, ballasts, and luminaires must meet the applicable requirements of § 110.9.' § 110.9(e): JA8 High Efficacy Light Sources. To qualify as a JA8 high efficacy light source for compliance with § 150.0(k), a residential light source must be certified to the Energy Commission according to Reference Joint Appendix JA8. § 150.0(k)1A: Luminaire Efficacy. All installed luminaires must be high efficacy in accordance with TABLE 150.0-A. Blank Electrical Boxes. The number of electrical boxes that are more than 5 feet above the finished floor and do not contain a luminaire or § 150.0(k)1 B: other device must be no greater than the number of bedrooms. These electrical boxes must be served by a dimmer, vacancy sensor control, or fan speed control. Recessed Downlight Luminaires in Ceilings. Luminaires recessed into ceilings must meet all of the requirements for: insulation contact (IC) § 150.0(k)1 C: labeling; air leakage; sealing; maintenance; and socket and light source as described in § 150.0(k)1 C. A JA8-2016-E light source rated for elevated temperature must be installed by final inspection in all recessed downli ht luminaires in ceilings. § 150.0(k)1 D: Electronic Ballasts. Ballasts for fluorescent lamps rated 13 watts or greater must be electronic and must have an output frequency no less than 20 kHz. Night Lights. Permanently installed night lights and night lights integral to installed luminaires or exhaust fans must be rated to consume no § 150.0(k)1 E: more than 5 watts of power per luminaire or exhaust fan as determined in accordance with § 130.0(c). Night lights do not need to be controlled by vacancv sensors. § 150.0(k)1 F: Lighting Integral to Exhaust Fans. Lighting integral to exhaust fans (except when installed by the manufacturer in kitchen exhaust hoods) must meet the applicable requirements of § 150.0(k): Screw based luminaires. Screw based luminaires must not be recessed downlight luminaires in ceilings and must contain lamps that comply § 150.0(k)1 G: with Reference Joint Appendix JA8. Installed lamps must be marked with "JA8-2016" or "JA8-2016-E" as specified in Reference Joint Appendix JA8.' § 150.0(k)1 H: Enclosed Luminaires. Light sources installed in enclosed luminaires must be JA8 compliant and must be marked with "JA8-2016-E." § 150.0(k)2A: Interior Switches and Controls. All forward phase cut dimmers used with LED light sources must comply with NEMA SSL 7A. § 150.0(k)2B: Interior Switches and Controls. Exhaust fans must be switched separately from lighting systems: § 150.0(k)2C: Interior Switches and Controls. Luminaires must be switched with readily accessible controls that permit the luminaires to be manually switched ON and OFF. § 150.0(k)2D: Interior Switches and Controls. Controls and equipment must be installed in accordance with manufacturer's instructions. § 150.0(k)2E: Interior Switches and Controls. No control must bypass a dimmer or vacancy sensor function if the control is installed to comply with 150.0(k). § 150.0(k)2F: Interior Switches and Controls. Lighting controls must comply with the applicable requirements of § 110.9. Interior Switches and Controls. An energy management control system (EMCS) may be used to comply with dimmer requirements if it: § 150.0(k)2G: functions as a dimmer according to § 110.9; meets the Installation Certificate requirements of § 130.4; meets the EMCS requirements of § 130.5( ; and meets all other requirements in § 150.0(k)2. Interior Switches and Controls. An EMCS may be used to comply with vacancy sensor requirements in § 150.0(k) if it meets all of the § 150.0(k)2H: following: it functions as a vacancy sensor according to § 110.9; the Installation Certificate requirements of § 130.4; the EMCS requirements of § 130.5 ; and all other requirements in § 150.0(k)2. § 150.0(k)21: Interior Switches and Controls. A multiscene programmable controller may be used to comply with dimmer requirements in § 150.0(k) if it provides the functionality of a dimmer according to § 110.9, and complies with all other applicable requirements in § 150.0(k)2. 2016 Low -Rise Residential Mandatory Measures Summary § 150.0(k)2J: Interior Switches and Controls. In bathrooms, garages, laundry rooms, and utility rooms, at least one luminaire in each of these spaces must be controlled by a vacancy sensor. § 150.0(k)2K: Interior Switches and Controls. Dimmers or vacancy sensors must control all luminaires required to have light sources compliant with Reference Joint Appendix JAB, except luminaires in closets less than 70 square feet and luminaires in hallways.' § 150.0(k)2L: Interior Switches and Controls. Undercabinet lighting must be switched separately from other lighting systems. Residential Outdoor Lighting. For single-family residential buildings, outdoor lighting permanently mounted to a residential building, or to other § 150.0(k)3A: buildings on the same lot, must meet the requirement in item § 150.0(k)3Ai (ON and OFF switch) and the requirements in either item § 150.0(k)3Aii (photocell and motion sensor) or item § 150.0(k)3Aiii (photo control and automatic time switch control, astronomical time clock, or EMCS). Residential Outdoor Lighting. For low-rise multifamily residential buildings, outdoor lighting for private patios, entrances, balconies, § 150.0(k)3B: and porches; and outdoor lighting for residential parking lots and residential carports with less than eight vehicles per site must comply with either § 150.0 k 3A or with the applicable requirements in §§ 110.9, 130.0, 130.2. 130.4. 140.7 and 141.0. § 150.0(k)3C: Residential Outdoor Lighting. For low-rise residential buildings with four or more dwelling units, outdoor lighting not regulated by § 150.0(k)3B or § 150.0(k)3D must comps with the applicable requirements in 110.9, 130.0, 130.2,130.4,140.7 and 141.0. § 150.0(k)3D: Residential Outdoor Lighting. Outdoor lighting for residential parking lots and residential carports with a total of eight or more vehicles per site must comply with the applicable requirements in §§ 110.9, 130.0, 130.2, 130.4, 140.7, and 141.0. § 150.0(k)4: Internally illuminated address signs. Internally illuminated address signs must comply with § 140.8; or must consume no more than 5 watts of as determined according to § 130.0(c). § 150.0(k)5: __power Residential Garages for Eight or More Vehicles. Lighting for residential parking garages for eight or more vehicles must comply with the applicable requirements for nonresidential gars es in 6110.9, 130.0, 130.1. 130.4, 140.6, and 141.0. Interior Common Areas of Low-rise Multi -Family Residential Buildings. In a low-rise multifamily residential building where the total interior § 150.0(k)6A: common area in a single building equals 20 percent or less of the floor area, permanently installed lighting for the interior common areas in that building must be high efficacv luminaires and controlled by an occupant sensor. Interior Common Areas of Low-rise Multi -Family Residential Buildings. In a low-rise multifamily residential building where the total interior common area in a single building equals more than 20 percent of the floor area, permanently installed lighting in that building must: § 150.0(k)6B: i. Comply with the applicable requirements in §§ 110.9, 130.0, 130.1, 140.6 and 141.0; and ii. Lighting installed in corridors and stairwells must be controlled by occupant sensors that reduce the lighting power in each space by at least 50 oercent. The occupant sensors must be capable of turning the light fully on and off from all designed paths of ingress and egress. Solar Ready Buildings: Single Family Residences. Single family residences located in subdivisions with ten or more single family residences and where the § 110.10(a)1: application for a tentative subdivision map for the residences has been deemed complete by the enforcement agency must comply with the re uirements of § 110.10(b) through § 110.10(e). § 110.10(a)2: Low-rise Multi -family Buildings. Low-rise multi -family buildings must comply with the requirements of § 110.10(b) through § 110.10(d). Minimum Area. The solar zone must have a minimum total area as described below. The solar zone must comply with access, pathway, smoke ventilation, and spacing requirements as specified in Title 24, Part 9 or other Parts of Title 24 or in any requirements adopted by a local jurisdiction. The solar zone total area must be comprised of areas that have no dimension less than 5 feet and are no less than 80 square feet each for buildings with roof areas less than or equal to 10,000 square feet or no less than 160 square feet each for buildings with roof areas § 110.10(b)1: greater than 10,000 square feet. For single family residences the solar zone must be located on the roof or overhang of the building and have a total area no less than 250 square feet. For low-rise multi -family buildings the solar zone must be located on the roof or overhang of the building, or on the roof or overhang of another structure located within 250 feet of the building, or on covered parking installed with the building project, and have a total area no less than 15 percent of the total roof area of the building excluding any skylight area.' § 110.10(b)2: Orientation. All sections of the solar zone located on steep -sloped roofs must be oriented between 110 degrees and 270 degrees of true north. § 110.10(b)3A: Shading. The solar zone must not contain any obstructions, including but not limited to: vents, chimneys, architectural features, and roof mounted a ui ment.' Shading. Any obstruction located on the roof or any other part of the building that projects above a solar zone must be located at least twice the § 110.10(b)313: distance, measured in the horizontal plane, of the height difference between the highest point of the obstruction and the horizontal projection of the nearest point of the solar zone, measured in the vertical plane.' § 110.10(b)4: Structural Design Loads on Construction Documents. For areas of the roof designated as solar zone, the structural design loads for roof dead load and roof live load must be clearlv indicated on the construction documents. Interconnection Pathways. The construction documents must indicate: a location for inverters and metering equipment and a pathway for § 110.10(c): routing of conduit from the solar zone to the point of interconnection with the electrical service (for single family residences the point of interconnection will be the main service anel .:_and a pathway for routing of plumbing from the solar zone to the water -heating system. § 110.10(d): Documentation. A copy of the construction documents or a comparable document indicating the information from § 110.10(b) through 110.10(c) must be rovided to the occu ant. § 110.10(e)1: Main Electrical Service Panel. The main electrical service panel must have a minimum busbar rating of 200 amps. Main Electrical Service Panel. The main electrical service panel must have a reserved space to allow for the installation of a double pole circuit § 110.10(e)2: breaker for a future solar electric installation. The reserved space must be: positioned at the opposite (load) end from the input feeder location or main circuit location; and permanently marked as "For Future Solar Electric". CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CFIR-PRF-01 Project Name: Residential Building Calculation Date/Time: 12:11, Wed, Sep 26, 2018 Page 1 of 8 Input File Name: DIXON RES_Rev. 9_26_2018_Lennox_Unit_AsBuilt Windows —Wood U Calculation Description: Title 24 Analysis 0.14 Front Door.ribdl6x GENERAL INFORMATION 01 Project Name Residential Building 02 Calculation Description Title 24 Analysis 03 Project Location 44605 PALA CIRCLE 04 City LA QUINTA 05 Standards Version Compliance 2017 06 Zip Code 92253 07 Compliance Manager Version BEMCmpMgr 2016.3.1 (1149) 08 Climate Zone CZ15 09 Software Version EnergyPro 7.2 10 Building Type Single Family 11 Front Orientation (deg/Cardinal) 90 12 Project Scope Newly Constructed 13 Number of Dwelling Units 1 14 Total Cond. Floor Area (ft2) 570 15 Number of Zones 1 16 Slab Area (ft2) 570 17 Number of Stories 1 18 Addition Cond. Floor Area(ft2) n/a 19 Natural Gas Available No 20 Addition Slab Area (ft2) n/a 21 Glazing Percentage (%) 25.1 % COMPLIANCE RESULTS 01 Building Complies with Computer Performance 02 This building incorporates features that require field testing and/or verification by a certified HERS rater under.the supervision of a CEC-approved HERS provider. 03 This building incorporates one or more Special Features shown below ENERGY USE SUMMARY 04 05 06 07 08 Energy Use (kTDV/ft2-yr) Standard Design Proposed Design Compliance Margin Percent Improvement Space Heating 1.41 1.33 0.08 5.7% Space Cooling 135.80 111.73 24.07 17.7% IAQ Ventilation 1.67 1.67 0.00 0.0% Water Heating 30.16 44.79 -14.63 -48.5% Photovoltaic Offset ---- 0.00 0.00 ---- Compliance Energy Total 169.04 159.52 9.52 5.6% Registration Number: 218-P010066169C-000-000-0000000-0000 Registration Date/Time: 2018-09-26 12:25:50 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-06282018-1149 Report Generated at: 2018-09-26 12:12:08 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name: Residential Building Calculation Date/Time: 12:11, Wed, Sep 26, 2018 Page 2 of 8 Input File Name: DIXON RES_Rev_9_26_2018_Lennox_Unit_AsBuilt Windows —Wood U Calculation Description: Title 24 Analysis 0.14 Front Door.ribd16x ENERGY DESIGN RATING Energy Design Rating (EDR) is an alternate way to express the energy performance of a building using a scoring system where 100 represents the energy performance of the Residential Energy Services (RESNET) reference home characterization of the 2006 International Energy Conservation Code (IECC) with California modeling assumptions. A score of zero represents the energy performance of a building that combines high levels of energy efficiency with renewable generation to"zero out' its TDV energy. Because EDR includes consideration of components not regulated by Title 24, Part 6 (such as domestic appliances and consumer electronics), it is not used to show compliance with Part 6 but may instead be used by local jurisdictions pursuing local ordinances under Title 24, Part 11 (CALGreen). As a Standard Design building under the 2016 Building Energy Efficiency Standards is significantly more efficient than the baseline EDR building, the EDR of the Standard Design building is provided for Information. Similarly, the EDR score of the Proposed Design is provided separately from the EDR value of installed PV so that the effects of efficiency and renewable energy can both be seen EDR of Standard Efficiency EDR of Proposed Efficiency EDR Value of Proposed PV + Battery Final Proposed EDR 60.0 57.7 0.0 57.7 ❑ Design meets Tier 1 requirement of 15% or greater code compliance margin (CALGreen A4.203.1.2.1) and QII verification prerequisite. ❑ Design meets Tier 2 requirement of 30% or greater code compliance margin (CALGreen A4.203.1.2.2) and QII verification prerequisite. ❑ Design meets Zero Net Energy (ZNE) Design Designation requirement for Single Family in climate zone CZ15 (Palm Springs) (CALGreen A4.203.1.2.3) including on -site photovoltaic (PV) renewable energy generation sufficient to achieve a Final Energy Design Rating (EDR) of zero or less. The PV System must be verified. Notes: • Excess PV Generation EDR Credit: Bypassing PV size limit may violate Net Energy Metering (NEM) rules REQUIRED SPECIAL FEATURES The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. • Insulation above roof deck • Window overhangs and/or fins ift ILrA Id *__ a li i HERS FEATURE SUMMARY The following is a summary of the features that must be field -verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is provided in the building components tables below. Building -level Verifications: • IAQ mechanical ventilation Cooling System Verifications: • Minimum Airflow • Verified EER • Verified SEER • Verified Refrigerant Charge • Fan Efficacy Watts/CFM HVAC Distribution System Verifications: • Duct Sealing Domestic Hot Water System Verifications. --None -- Registration Number: 218-P010066169C-000-000-0000000-0000 Registration Date/Time: 2018-09-26 12:25:50 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-06282018-1149 Report Generated at: 2018-09-26 12:12:08 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name: Residential Building Calculation Date/Time: 12:11, Wed, Sep 26, 2018 Page 3 of 8 Input File Name: DIXON RES_Rev_9_26_2018_Lennox_Unit_AsBuilt Windows —Wood U Calculation Description: Title 24 Analysis 0.14 Front Door.ribdl6x BUILDING - FEATURES INFORMATION 01 02 03 1 04 05 06 07 Project Name Conditioned Floor Area (ft2) Number of Dwelling Units Number of Bedrooms Number of Zones Number of Ventilation Cooling Systems Number of Water Heating Systems Residential Building 570 1 1 1 0 1 ZONE INFORMATION 01 02 03 04 05 06 07 Zone Name Zone Type HVAC System Name Zone Floor Area (ft2) Avg. Ceiling Height Water Heating System 1 Water Heating System 2 GUEST BEDROOM Conditioned HVAC System 570 10 DHW Sys 1 T n/a OPAQUE SURFACES 01 02 03 04 05 06 07 08 Name Zone Construction Azimuth Orientation Gross Area (ft2) Window & Door Area (ft2) Tilt (deg) Front Wall GUEST BEDROOM R-21 0 Right 300 78.5 90 Left Wall GUEST BEDROOM R-21 180 Left 197.5 35.75 90 Rear Wall GUEST BEDROOM R-21 270 Back 300 32.964 90 Right Wall GUEST BEDROOM R-21 0 Right 197.5 20 90 Roof GUEST BEDROOM R-36 HP Attic Option A n/a n/a 570 n/a n/a ATTIC 01 02 03 04 05 06 07 08 Name Construction Type Roof Rise Roof Reflectance Roof Emittance Radiant Barrier Cool Roof Attic GUEST BEDROOM Attic RoofGUEST BEDROOM Ventilated 4 0.1 0.85 Yes No Registration Number: 218-P010066169C-000-000-0000000-0000 Registration Date/Time: 2018-09-26 12:25:50 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CIF R-06282018-1149 Report Generated at: 2018-09-26 12:12:08 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name: Residential Building Calculation Date/Time: 12:11, Wed, Sep 26, 2018 Page 4 of 8 Input File Name: DIXON RES_Rev_9_26_2018_Lennox_Unit_AsBuilt Windows -Wood U Calculation Description: Title 24 Analysis 0.14 Front Door.ribdl6x FENESTRATION / GLAZING 01 02 03 04 05 06 07 08 09 10 Name Type Surface (Orientation -Azimuth) Width (ft) Height (ft) Multiplier Area (ft2) U-factor SHGC Exterior Shading F2-1 Wet Bar Window Window Front Wall (Right-0) 6.0 4.5 1 27.0 0.26 0.25 Insect Screen (default) 2 C Nook Area Window Window Front Wall (Right-0) 5.5 5.0 1 27.5 0.29 0.22 Insect Screen (default) F1-1Window Wet Bar Window Left Wall (Left-180) 3.5 4.5 1 15.8 0.26 0.24 Insect Screen (default) 9B Window Window Left Wall (Left-180) 4.0 5.0 1 20.0 0.29 0.22 Insect Screen (default) 6D Bath Room Window Window Rear Wall (Back-270) 2.0 7.5 1 15.0 0.26 0.25 Insect Screen (default) 7E Guest Window Window Rear Wall (Back-270) 6.0 1.5 1 9.0 0.26 0.24 Insect Screen (default) 8E Closet Window Window Rear Wall (Back-270) 6.0 41.5 0.036 9.0 0.26 0.24 Insect Screen (default) 3B Window Window Right Wall (Right-0) 5.0 4.0 1 20.0 0.29 0.22 Insect Screen (default) OPAQUE DOORS 01 02 03 04 Name Side of Building Area (ft2) U-factor Front Entry Door Front Wall 24.0 0.14 OVERHANGS AND FINS 01 02 03 04 1 05 06 07 1 08 09 10 11 12 13 14 Overhang Left Fin Right Fin Window Depth Dist Up Left Extent Right Extent Flap Ht. Depth Top Up Dist L Bot Up Depth Top Up Dist R Bot Up F2-1 Wet Bar Window 2 0.1 2 2 0 0 0 0 0 0 0 0 0 2 C Nook Area Window 1.4 0.1 2 2 0 0 0 0 0 0 0 0 0 F1-1 Window Wet Bar 2 0.1 2 2 0 0 0 0 0 0 0 0 0 9B Window 2 0.1 2 2 0 0 0 0 0 0 0 0 0 6D Bath Room Window 2 0.1 2 2 0 0 0 0 0 0 0 0 0 7E Guest Window 2 0.1 2 2 0 0 0 0 0 0 0 0 0 8E Closet Window 3B Window 2 1.4 0.1 0.1 2 2 2 2 0 0 2 0 0 0 0.1 0 0 0 0 0 0 0 0 0 0 0 Registration Number: 218-P010066169C-000-000-0000000-0000 Registration Date/Time: 2018-09-26 12:25:50 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-06282018-1149 Report Generated at: 2018-09-26 12:12:08 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1 R-PRF-01 Project Name: Residential Building Calculation Date/Time: 12:11, Wed, Sep 26, 2018 Page 5 of 8 Input File Name: DIXON RES_Rev_9_26_2018_Lennox_Unit_AsBuilt Windows —Wood U Calculation Description: Title 24 Analysis 0.14 Front Door.ribd16x OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 06 07 Total Cavity Winter Design Construction Name Surface Type Construction Type Framing R-value U-factor Assembly Layers • Cavity/Frame: no insul. /2x4 Top Chrd • Roof Deck: Wood Siding/sheathing/decking 2x4 Top Chord of Roof Truss @ 24 Above Deck Insulation: R8 Sheathing Attic RoofGUEST BEDROOM Attic Roofs Wood Framed Ceiling in. O.C. none 0.103 Roofing: Light Roof (Asphalt Shingle) • Inside Finish: Gypsum Board • Cavity / Frame: R-21 / 2x6 • Sheathing / Insulation: R4 Sheathing R-21 Exterior Walls Wood Framed Wall 2x6 @ 16 in. O.C. R 21 0.051 Exterior Finish: 3 Coat Stucco • Inside Finish: Gypsum Board Ceilings (below Cavity/Frame: R-9.1 /2x4 R-38 HP Attic Option A attic) Wood Framed Ceiling 2x4 @ 24 in. O.C. R 38 0.025 Over Ceiling Joists: R-28.9 insul. SLAB FLOORS 01 02 03 04 05 06 07 Name Zone Area (ft2) Perimeter (ft) Edge Insul. R-value & Depth Carpeted Fraction Heated Slab -on -Grade GUEST BEDROOM 570 105 None 0.8 No BUILDING ENVELOPE - HERS VERIFICATION 01 02 03 04 Quality Insulation Installation (QII) Quality Installation of Spray Foam Insulation Building Envelope Air Leakage CFM50 Not Required Not Required Not Required n/a WATER HEATING SYSTEMS 01 02 03 04 05 06 Name System Type Distribution Type Water Heater Number of Heaters Solar Fraction (%) DHW Sys 1 DHW Standard DHW Heater 1 (1) 1 .0% WATER HEATERS 01 02 03 04 05 06 07 08 09 10 11 12 Input Rating I Tank Standby Heater Tank Uniform Energy Pilot I Insulation Loss I First Hour NEEA Heat Pump Tank Location Element Number Volume Factor I Energy Thermal R-value Recovery Rating I Brand / Model / or Ambient Name Type Tank Type of Units (gal) Factor / Efficiency Efficiency (Int/Ext) Eff Flow Rate Other Condition DHW Heater 1 Electric Large 1 0 0.98 TE > 12 kW R-0/R-0 0.01 n/a n/a n/a Resistance Instantaneous Registration Number: 218-P010066169C-000-000-0000000-0000 Registration Date/Time: 2018-09-26 12:25:50 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-06282018-1149 Report Generated at: 2018-09-26 12:12:08 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1 R-PRF-01 Project Name: Residential Building Calculation Date/Time: 12:11, Wed, Sep 26, 2018 Page 6 of 8 Input File Name: DIXON RES_Rev_9_26_2018_Lennox_Unit_AsBuilt Windows —Wood U Calculation Description: Title 24 Analysis 0.14 Front Door.ribd16x SPACE CONDITIONING SYSTEMS 01 02 03 04 05 06 SC Sys Name System Type Heating Unit Name Cooling Unit Name Fan Name Distribution Name HVAC System Heat Pump Heating and Cooling System Heat Pump System 1 Heat Pump System 1 HVAC Fan 1 Air Distribution System 1 HVAC - HEAT PUMPS 01 02 03 04 05 06 07 08 09 10 11 Name System Type Number of Units Heating Cooling Zonally Controlled Compressor Type HERS Verification HSPF/COP Cap 47 Cap 17 SEER EER Heat Pump System 1 SplitHeatPump 1 10.5 24400 17000 20 12.5 Not Zonal Single Speed Heat Pump System 1-hers-cool HVAC COOLING - HERS VERIFICATION 01 02 03 04 05 06 Name Verified Airflow Airflow Target Verified EER Verified SEER Verified Refrigerant Charge Heat Pump System 1-hers-cool Required 350 Required Required Required HVAC - DISTRIBUTION SYSTEMS 01 02 03 04 05 06 07 Name Type Duct Leakage Insulation R-value Duct Location Bypass Duct HERS Verification Air Distribution System 1 DuctsAttic Sealed and tested 8 Attic None Air Distribution System 1-hers-dist HVAC DISTRIBUTION - HERS VERIFICATION 01 02 03 04 05 06 07 08 Name Duct Leakage Verification Duct Leakage Target (%) Verified Duct Location Verified Duct Design Buried Ducts Deeply Buried Ducts Low -leakage Air Handler Air Distribution System 1-hers-dist Required 5.0 Not Required Not Required Not Required Not Required n/a HVAC -FAN SYSTEMS 01 02 03 04 Name Type Fan Power (Watts/CFM) HERS Verification HVAC Fan 1 Single Speed PSC Furnace Fan 0.58 HVAC Fan 1-hers-fan Registration Number: Registration Date/Time: 2018-09-26 12:25:50 HERS Provider: CaICERTS inc. 9� 218-P010066169C-000-000-0000000-0000 9 CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-06282018-1149 Report Generated at: 2018-09-26 12:12:08 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name: Residential Building Calculation Date/Time: 12:11, Wed, Sep 26, 2018 Page 7 of 8 Input File Name: DIXON RES_Rev_9_26_2018_Lennox_Unit AsBuilt Windows —Wood U Calculation Description: Title 24 Analysis 0.14 Front Door.ribd16x HVAC FAN SYSTEMS - HERS VERIFICATION 01 02 03 Name Verified Fan Watt Draw Required Fan Efficiency (Watts/CFM) HVAC Fan 1-hers-fan Required 0.58 IAQ (Indoor Air Quality) FANS 01 02 03 04 05 06 Dwelling Unit IAQ CFM IAQ Watts/CFM IAQ Fan Type IAQ Recovery Effectiveness(%) HERS Verification SFam IAQVentRpt 21 0.25 Default 0 Required I.A CaICERTS, Inc. -IERS PROVIDER Registration Number: 218-P010066169C-000-000-0000000-0000 Registration Date/Time: 2018-09-26 12:25:50 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-06282018-1149 Report Generated at: 2018-09-26 12:12:08 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1 R-PRF-01 Project Name: Residential Building Calculation Date/Time: 12:11, Wed, Sep 26, 2018 Page 8 of 8 Input File Name: DIXON RES_Rev_9_26_2018_Lennox_Unit_AsBuilt Windows —Wood U Calculation Description: Title 24 Analysis 0.14 Front Door.ribdl6x DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Documentation Author Signature - Ramiro Galicia Company: Signature Date: Galicia Commissioning Group, Inc 2018-09-26 12:24:36 Address: CEA/HERS Certification Identification (If applicable): 77518 Edinborough Street City/State/Zip: Phone: Palm Desert, CA 92211 760-610-6507 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance. 2. 1 certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 3. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. Responsible Designer Name: Responsible Designer Signature JUAN G. PEREZ Company: Date Signed: PEREZ COLLABORATIVE DRAFTING CONSULTANTS 2018-09-26 12:25:50 Address: License: 82-204 HWY 111, SUITE C, PMB 151 092018 City/State/Zip: Phone: INDIO, CA 92201 760-619-8752 Digitally signed by Ca10ERTS. This digital signature is provided in order to secure the content of this registered document and in noway implies Registration Provider responsibility for the accuracy of the information. Easy to Verify at CaICERTS.com Registration Number: 218-P010066169C-000-000-0000000-0000 Registration Date/Time: 2018-09-26 12:25:50 CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-06282018-1149 HERS Provider: CaICERTS inc. Report Generated at: 2018-09-26 12:12:08 qualify, 2015 ENERGY STAR-, Qualification Ch THERMAITRU� '� DOORS Claasrslc•Cralt Mahogany Co%ctipl, �' I,�� � ® 1 ��IIIIIIILC"_L'1:��{�{�� •l .Y ., wn SEW ��..�N Indic aces Product Is Eneegy Star Qualified iii =rll 5f1 SSate_n . Indicates i'toduci is Eneriy Star Qrt46W in Northern Zorres Numbers: U-Factor /Solar Heat Gain Coefficient frrdlcates Product fs NOT Enesgystar-4"Med (: Indicates Product Availability Simpson Strong -Tie ® ' TRUSS DESIGN DRAWINGS &DETAILS Company, Inc. 5956 W. Las Positas Blvd. Pleasanton, CA 94588 (800) 999-5099 www.strongtie.com Imperial Truss and Lumber 180313PD- Dixon Guest Bedrrom 10/1/2018 3:28 PM 71715 Notes: 1. The truss design drawings referenced below have been prepared based on design criteria and requirements set forth in the Construction Documents, as communicated by the Truss Manufacturer. 2. The engineer's signature on these drawings indicates professional engineering responsibility solely for the individual components to be able to resist the design loads indicated, utilizing all the design parameter and materials indicated or referenced on each individual design. 3. It is the Building Designer's responsibility to review the truss design drawings to insure compatibility with the Building design, Refer to all notes on the individual truss design drawings. 3 Truss Design Drawing(s): 1-B-REP: SID 342131 2-Ea-REP: SID 342132 3-E1013-REP: SID 342133 OFr-ICE CITYOF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE DATE 10 10 BY 0-1 ]�Fv 1 -?;Po-r-OM cM oQb) Q� Component SolutionsTM Important Information & General Notes iymbols and Nomenclature W Plate size; the first digit is the plate width (perp. to the slots) and the second digit is the plate length (parallel to the slots) W-18 IA -18, -1855 or -1856 following the plate size indicates different 18 ga plate types. These symbols following the plate size indicate the direction = 4� ':�_ of the plate length (and tooth slots) for square and nearly square plates. 10-3-14 Dimensions are shown in feet -inches -sixteenths (for this example, the dimension is 10'-3 14/16"). Joints are numbered left to right, first along the top chord and then along the bottom chord. Mid -panel splice joint numbers are not shown on the drawing. Members are Z identified using their end joint numbers (e.g., TC 2-3). When this symbol is shown, lateral restraint is required on the member near the location(s) indicated on the graphic and in the Bracing Data Summary. See Note 3 under Handling, Installing, Restraint & Bracing for more information. Bearing supports (wall, beam or other), on which the truss must completely bear. Bearing material is checked for perpendicular -to -grain resistance only. The Building Designer is responsible for all other bearing design considerations. Truss -to -Truss or Truss -to -Structural Element connections, which require a hanger or other structural connection (e.g., toe -nail) that has adequate capacity to resist the max. reactions and uplifts shown in the Reaction Summary. Design of the Structural Element and the connection of the Truss to the Structural Element is by others. Note: These symbols are for graphical interpretation only; they are not intended to give any indication of the geometry requirements of the actual item that is represented. Materials and Fabrication 1. Design assumes truss is manufactured in accordance with the TDD and the quality criteria in ANSI/TPI 1 Chapter 3, unless more restrictive criteria are part of the contract specifications. 2. Unless specifically stated, lumber shall not exceed 19% moisture content at time of fabrication or in service. 3. Design is not applicable for use with fire retardant, preservative treated or green lumber unless specifically stated on the TDD. 4. Plate type, size, orientation and location indicated are minimum plating requirements. Plates shall be embedded on both faces of the truss at each joint. 5. Truss plates shall be centered on the joint unless otherwise specified on the joint details. Referenced Standards ANSIITPI 1: National Design Standard for Metal Plate Connected Wood Truss Construction , a Truss Plate Institute publication (www.tpinst.org). BCSI: Guide to Good Practice for Handling, Installing, Restraining & Bracing Metal Plate Connected Wood Trusses, a joint publication of the Truss Plate Institute (www.tpinst.org ) and the Structural Building Components Association (www.sbcindustry.com ). General Notes 1. Each Truss Design Drawing (TDD) provided with this sheet has been prepared in conformance with ANSI TPI 1. Refer to ANSI/TPI 1 Chapter 2 for definitions of all capitalized terms and for the responsibilities of all parties involved, which include but are not limited to the responsibilities listed on this sheet. 2. TDDs should not be assumed to be to scale. 3. The Contractor and Building Designer shall review and approve the Truss Submittal Package. 4. The suitability and use of the component depicted on the TDD for any particular building design is the responsibility of the Building Designer. 5. The Building Designer is responsible for the anchorage of the truss at all bearing locations as required to resist uplift, gravity and lateral loads, and for all Truss -to -Structural Element connections except Truss -to -Truss connections. 6. The Building Designer shall ensure that the supporting structure can accommodate the vertical and/or horizontal truss deflections. 7. Unless specifically stated otherwise, each Design assumes trusses will be adequately protected from the environment, including not being used in locations where the sustained temperature is greater than 150°F. 8. Trusses are designed to carry loads within their plane. Any out -of -plane loads must be resisted by the Permanent Building Stability Bracing. 9. Design dead loads must account for all materials, including self -weight. The TDD notes will indicate the min. pitch above which the dead loads are automatically increa sed for pitch effects. 10. Trusses installed with roof slopes less than 0.25/12 may experience (but are not designed for) ponding. The Building Designer must ensure that adequate drainage is provided to prevent ponding. Handling, Installing, Restraint & Bracing 1. The Contractor is responsible for the proper handling, erection, restraint and bracing of the Trusses. In lieu of job -specific details, refer to BCSI. 2. ANSI/TPI 1 stipulates that for trusses spanning 60' or greater, the Owner shall contract with any Registered Design Professional for the design and inspection of the temporary and permanent truss restraint and bracing. Simpson Strong -Tie is not responsible for providing these services. 3. Trusses require permanent lateral restraint of chords and certain web members (when indicated) at the locations or intervals indicated on the TDD. This shall be accomplished in accordance with: standard industry lateral restraint/bracing details in BCSI-B3 or BCSI-137, supplemental bracing details referenced on the TDD, or as specified in a project -specific truss permanent bracing plan provided by the Building Designer. 4. Additional building stability permanent bracing shall be installed as specified in the Construction Documents. S. Special end wall bracing design considerations may be required if a flat gable end frame is used with adjacent trusses that have sloped bottom chords (see BCSI-B3). 6. Do not cut, drill, trim, or otherwise alter truss members or plates without prior written approval of an engineer, unless specifically noted on the TDD. 17. Piggyback assemblies shall be braced as per BCSI-B3 unless otherwise specified in the Construction Documents. DSB-89 Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses, a Truss Plate Institute publication (www.tpinst.org ). NDS: National Design Specification for Wood Construction published by American Forest & Paper Association and American Wood Council. ESR-2762 Simpson Strong-Tie®AS Truss Plates are covered under ESR-2762 published by the International Code Council Evaluation Service (www.icc-es.org ). TD-GEN-0003A 6/2015 Project Name: 180313PD - Dixon Guest Bedrrom Qty: 2 Truss: B Customer: Perez Collabvorative Drafting SID: 0000342131 TID: 71715 Date: 10 / 01 / 18 Truss Mfr. Contact: Manny Prado Page: 1 of 1 3-6-0 3-6-0 1 2 144# 3-8 3-8 3-s 3-2-8 3-6-0 3-8 Plates -- Simpson Strong -Tie 20 ga (AS20) or 18 ga (AS18HS, AS18S5, or AS18S6) indicated by '-18' Code/Design: CBC-2016/TPI-2014 PSF Live Dead Dur Factors TC 20.0 14.0 Live Wind Snow BC 0.0 7.0 1. 1.25 1.60 N/A Total 41.0 Plt 1.25 1.60 N/A Spacing: 2-00-00 o.c. Plies: 1 Repetitive Member Increase: No Green Lumber: Yes Wet Service: No Fab Tolerance: 20% Creep (Kcr) = 2.0 Material Summary 2x4 DFL #2 Member Forces Summary __Mem-., Ten Comp ,CSI. TC 1- 2 0 0 0.53 -----------Snow Load Specs----------- ASCE7-10 Ground Snow(Pg) = N/A Risk Cat: II Terrain Cat: C Roof Exposure: Sheltered Thermal Condition: All Others Unobstructed Slippery Roof: No Low -Slope Minimums(Pfmin): No Unbalanced Snow Loads: No Rain Surcharge: No Ice Dam Chk: No ----------Wind Load Specs---------- ASCE7-10 Wind Speed(V) = 130 mph Risk Cat: II Exposure Cat: C Bldg Dims: L = 0.0 ft B = 0.0 ft M.R.H(h) = 15.0 ft Kzt = 1.0 Bldg Enclosure: Enclosed Wind DL(psf): TC = 8.4 BC = 4.2 End Vertical Exposed: L = Yes R = Yes Wind Uplift Reporting: HybridMW Reaction Summary --------------Reaction Summary(Lbs)---------------- Jnt--X-Loc- React -Up- --Width- -Regd -Mat PSI 1 0 232 71 01-08 HGR DFL 625 2 3-06-00 232 71 01-08 HGR DFL 625 Max Horiz = +0 / +0 at Joint 1 Loads Summary This truss has been designed for the effects of an unbalanced top chord live load occurring at [10900] using a 1.00 Full and 0.00 Reduced load factor. See Loadcase Report for loading combinations and additional details. Dead Loads may be slope adjusted: > 12.0/12 Concentrated Loads - Based on Live Load Domain Load Uplift Location Dir Description Transfer loads: TC 144 -33 1-09-00 Vert ElOB @ 90 Deg Tooth -Holding reduction factors applied:Green Lumber -------Additional Design Checks------ 10 psf Non -Concurrent BCLL: Yes 20 psf BC Limited Storage: Yes 200 lb BC Accessible Ceiling: Yes 300 lb TC Maintenance Load: Yes 2000 lb TC Safe Load: No Unbalanced TCLL: Yes Deflection Summary TrussSpan Limit Actual(in) Location Vert LL L/180 L/999(-0.03.1 1- 2 Vert CR L/120 L/661(-0.06) 1- 2 Horz LL 0.75in ( 0.0a) @Jt Horz CR 1.25in ( 0.00) @Jt Vert CR and Horz CR are the vertical and horizontal deflections due to live load plus the creep component of deflection due to dead load, computed as Defl LL + (Kcr - 1) x Defl_DL in accordance with ANSI/TPI 1. Bracing Data Summary ------------Bracing Data ------------ chords; continuous except where shown Web Bracing -- None Notes Plate offsets (X, Y): (None unless indicated below) Designed for green lumber that will be seasoned by time of installation. Plates designed for Cq at 0.80 and Rotational Tolerance of 10.0 degrees Plates located at TC pitch breaks meet the prescriptive minimum size requirement to transfer unblocked diaphragm loads across those joints. Less than 0.25/12 pitch requires adequate drainage to prevent ponding. �,111 H. C85355 EXP: W3012018 10/2/2018 NOTICE copy of this design shall be fumished to the erection contractor. The design of this individual truss is based on design criteria and requirements suppled by Ih Component Solutions Truss Manufacturer and relies upon the accuracy and completeness of the information set forth by the Building Designer. A seal on thla drawing Indirates acceptance of Trues Studio V professional engineering responsibility solely for the truss component design shown Seethe cover page and the "Important Informatlon fl General Notes' page for 2018.3.0.152 additional information All connector plates shall be manufactured by Simpson Strong -Tie Company, Inc in accordance with ESR-2762. All connector pates are 20 gauge Belpdesk: 1-a66-252-8606 unless the specified plate size is followed by a"-1 8'which indicates an 18 gauge plate, or"S# 18", which indicates a high tension 18 gauge plate. CSHelpek: 1-866 252 Project Name: 180313 - Dixon Guest Bedrrom Qty: 4 Truss: E8 Customer: Perez Collabvorative Darting SID: 0000258165 TID: 66452 Date: 05 / 22 / 18 Truss Mfr. Contact: Manny Prado Page: 1 of 1 1-10-14, 7-11-11 r� 7-11-11 1 2 R = 195 Ibs, U = -31 Ibs 4/12 Gusset Schedule (7/16"): A - 1'-2" W x 0'-10" H rn 0 {7 0) r I ' 2x4 DFL 42 (or better) web � � m 'j - - * {10) 3x6 n { 1= total number of ad (1)3"x 112 5") ^' 3-15 Q N m nails required. Install 1/2 from each face. {10} 3.5 1 1 (10) 191# 191# R = 674 lbs, U = -121 1bs l R = 391 IK U = -801bs 2'-0" ►�' 4'-0" 0.I" 2'-0" 8-0-0 8-0-0 1 3 Plates -- Simpson Strong —Tie 20 ga (AS20) or 16 ga (AS18HS, AS18S5, or AS18S6) indicated by '-18' Issue Truss E8 must support 191 lb point loads from truss B at locations 2-0-0 and 6-0-0 from the left end as shown in the drawing above Description This repair/modification is based solely on information provided by others. This design should not be used if there is additional damage or the field condition is different 1. Adequately support the truss until the repair is completed. 2. Insert new cut to fit 2x4 DFL #2 (or better) web as shown. All members must be cut as shown and must fit with full wood -to -wood contact at all joints. 3. Apply 7/16" OSB or plywood gussets (APA Rated Sheathing) to BOTH faces of the truss w/ 8d (0.113" x 2.5") nails The TOTAL number of 8d nails required in each member is indicated in the drawing above. Install 1/2 the total number of nails from EACH face Distribute the nails Repair evenly. Position the gussets as shown. Solution 4. New reactions are indicated in the drawing above. Notes: 1. Gusset nails (indicated above) must be installed from each face and installed through all 3 members simultaneously (gusset -truss -gusset). The gussets must be clamped or glued to both faces of the truss prior to installing the nails, or attached to each face with 6d nails @ 6" D.C. in all overlapping members to ensure the gusset nails will penetrate all 3 members when installed. 2 For gussets that are not rectangular, the dimensions shown in the gusset schedule indicate maximum width and height. These gussets must be cut to match the truss profile as shown in the drawing above. 1 It is the responsibility of the Component Manufacturer or person who sends this truss to verify and send the truss design that is actually originally manufactured and that there are no modifications or changes done to it. 2. This repair detail is intended to be used only for problem mentioned in problem statement on this specific truss & project. When the required repairs are properly performed, the truss will be capable of supporting the loads indicated. 3 All new webs or chord pieces added to this repair must cut with allowed gap per ANSI/TPI e(� pFs3lQN Standards. O H_ Q(� 4 If repair involves cutting member or plates then lumber & plates MUST be cut cleanly. It is �UL �� !�, �(. y Hr Repair recommended to cut metal plated joints with a metal cutting blade. All remaining steel plate on the joint be loose & be fully embedded. q Notes must not must 5. It is the responsibility of the client who reported the problem to verify that the problem statement on trt C$5355 this repair letter fully covers the issue reported on the truss & notify Simpson Strong -Tie of any changes 6 While applying fasteners, the end distance, edge distance & spacing should be such as to avoid t� splitting of wood. 7. Simpson Strong is for damage this truss. l CjUIk � -Tie not responsible other not reported on 8. Refer to original sealed truss drawing for engineering notes, reaction, bracing & other important CAt information. 9. Simpson Strong -Tie is also not responsible for temporary bracing or shoring on this truss required F>(P: os/3o/2o1e 10/2l2018 to perform the repair. NOTICE A copy of this design shall be furnished to the erection contractor. The design of this individual truss is based on design catena and requiremenls supplled by th Component solutions Truss Manufacturerand relies upon the accuracy and completeness of the information set forth by the Building Designer, Aseal on this drawing indicates acceptance of Trusa studio V professional engineering responsibility solely far the truss component design shown. See the cover page and the 'Important Information & General Notes" page for 2018,1.0.87 additional information. All connector plates shall be manufactured by Simpson Strong -Tie Company, Inc in accordance wlih ESR-2762. Alt connector plains are 20 gauge "-18" "S# HulplQ ek: sk: dp 1—H66-252-8606 unless the speed plate size is followed by a which indicates an 18 gauge plate, or 18", which indicates a high Tension 19 gauga plate. CSHv ongtie. corn Project Nagle: 1$0313 - Dixon Guest Bedrrom Qty: 4 Truss: E8 Customer. Perez Collabvorative Darfting SID: 0000258165 TID: 66452 Date: 05 / 22 / 18 Truss Mfr. Contact: Manny Prado Page: 1 of 1 1-10-14 7-11-11 7-11-11 1 2 4/12 i M M r-I M r-I t r-I 3x6 r-I n N ^' 3-15 3.5" 8-0-0 8-0-0 1 3 Plates -- Simpson Strong -Tie 20 ga (AS20) or 18 ga (ASIBHS, AS18S5, or AS18S6) indicated by '- Code/Design: CBC-2016/TPI-2014 -----------Snow Load Specs ----------- -----------Ai a -- -=---- -------Additional Design Checks------ PSF Live Dead Dur Factors ASCE7-10 Ground Snow(Pg) = N/A RSC�7-YAznd 30 mph 10 psf Non -Concurrent BCLL: Yes TC 20.0 19.0 Live Wind Snow Risk Cat: II Terrain Cat: B Risk Cp II u Cat: B 20 psf BC Limited Storage: Yes BC 0.0 7.0 Lum 1.25 1.60 N/A Roof Exposure: Sheltered _ _ Bldg y = 0 ft B = 0.0 ft 200 lb BC Accessible Ceiling: Yes Total 41.0 Plt 1.25 1.60 N/A Thermal Condition: All Others M. I7L1 Kzt = 1.0 300 lb TC Maintenance Load: Yes Spacing: 2-00-00 o.c. Plies: 1 Unobstructed Slippery Roof: No a4!25.0 H1 tr, 'ptu re:,Salused 2000 lb TC Safe Load: No Repetitive Member Increase: Yes Green Lumber: Yes Wet Service: No Low -Slope Minimums(Pfmin): No Unbalanced Snow Loads: No Win fl:8.4 BC = 4.2 1Ve is L = Yes R = Yes Unbalanced TCLL: Yes Fab Tolerance: 20% Creep (Kcr) = 2.0 Rain Surcharge: No Ice Dam Chk: No ed: up, HybridMW porting: Material Summary Reaction Summary Deflection Summary — TC 2x9 DFL #2--------------Reaction Su— xyllbs7�_, TrussSpan Limit Actual(in) Location BC 2x9 DFL #2 Jnt--X-Loc- React -Eyp- --Width- q -Mat---PSI Vert LL L/240 L/624 (-0.19) 1- 3 1 01-12 502 Jk 03-00 01J-09 LFL 625 Vert CR L/180 L/291(-0.31) 1- 3 Member Forces Summary 3 B-00-00 186 03-00 B13R DFL 625 ..Me'.... Ten Comp .CSI. 2 7-11-11 289 Gtil DFL 625 Horz LL 0.75in ( 0.06) @it 1 V01-GR TC OH- 1 83 0 0.51 Max Horiz = a / ♦ 1 Horz CR 1.25in ( 0.09) @Jt 1 1- 2 91 83 0.99 BC 1- 3 0 0 0.70 Loads Summary" This Crush has btu for the effects of an unbalanced top chord Vert CR and Horz CR are the vertical and live iapd pccurr_tlg'- 71_11] using a 1.00 Full and 0.00 Reduced factor." load horiz ontal deflections due to live load plus the creep component of deflection See Lg asc f rc for loading combinations and additional details. due to dead load, computed as Defl LL + Dead5Lgaft _Wa3,:.166 sltipe adjusted: > 12.0/12 (Kcr - 1) x Defl DL in accordance with T.Oq th.16W=l:- reduCtion factors applied:Green Lumber ANSI/TPI 1. Bracing Data Summary f,or green lumber that will be seasoned by time of ------------Bracing Data ------------ I oan. Chords; continuous except where shown a designed for Cq at 0.80 and Rotational Tolerance of 10.0 Web Bracing -- None S14 a ylocated at TC pitch breaks meet the prescriptive minimum size Plate offsets(X, Y): 'r sment to transfer unblocked diaphragm loads across those joints. (None unless indicated below) )Wind design method - HybridMW: Truss designed for both MWFRS and CaC Jntl(01-12,01-02) wind Pressures. Listed uplift reactions based on MWFRS loading only. NOTICE A copy of this design shall be furnished to the erection contractor. The design of this individual truss is based on design rniaria and requirements supplied by Ih Component Solutions Truss Manufacturer and relies upon the accuracy and completeness of the information set forth by the Building Designer. A seal on this drawing indicates acceptance of ® Trues Studio v professional engineering responsibility solely for the truss component design shown. See the cover page and the 'Important Informallan d General holes" page for 2018.1.0. 87 0. additional information. All connector plates shall be manufactured by Simpson Strong -Tie Company, Inc in accordance with ESR-2762. All connector plates are 20 gauge unless the specified plate size is followed by a "-18' which indicates an 18 gauge plate, or'S# 18% which indicates a high tension 10 gauge plate. 2elp1 desetrongtia. Celp-866-252-8606 corn ProjectNapie: 180313 - Dixon Guest Bedrrom Qty: 2 Truss: E10 Customer: Perez Collabvorative Darning SID: 0000258166 TID: 66452 Date: 05 / 22 / 18 Truss Mfr. Contact: Manny Prado Page: 1 of 1 1-10-14 8-0-0 1-8-1J-12 i 8-0-0 4 4/12 H 8-1-8 � ^ x 3-15 New hanger .cation Cut back 6-0-0 3.5" 8-0-0 8-0-0 1 5 9-9-7 as -- Simpson Strong -Tie 20 ga (AS20) or 18 ga (AS18HS, AS18S5, or AS18S6) indicated by '-18' Issue Bottom chord of truss E10 needs to be cut back by 6-0-0 as shown in the drawing above Description This repair/modification is based solely on information provided by others. This design should not be used if there is additional damage or the field condition is different. 1. No repair is required. Repair Solution 1 It is the responsibility of the Component Manufacturer or person who sends this truss to verify and send the truss design that is actually originally manufactured and that there are no modifications or changes done to it. 2. This repair detail is intended to be used only for problem mentioned in problem statement on this specific truss & project. When the required repairs are properly performed, the truss will be capable of supporting the loads indicated. 3 All new webs or chord pieces added to this repair must cut with allowed gap per ANSUTPI p�OFESSI�N Standards. 4. If repair involves cutting member or plates then lumber & MUST be cut cleanly. It is p �VL H q(� Repair plates recommended to cut metal plated joints with a metal cutting blade. All remaining steel plate on the joint be loose & be fully 0D 8 m Notes must not must embedded. 5. It is the responsibility of the client who reported the problem to verify that the problem statement on w C$5355 rn this repair letter fully covers the issue reported on the truss ¬ify Simpson Strong -Tie of any changes. 6. While applying fasteners, the end distance, edge distance & spacing should be such as to avoid splittingofwood. 7. Simpson Strong is for damage this truss. �` �jU���� -Tie not responsible other not reported on �F 8. Refer to original sealed truss drawing for engineering notes, reaction, bracing & other important CAS'' information. 9. Simpson Strong -Tie is also not responsible for temporary bracing or shoring on this truss required ExP;os/3onole 10/2/2018 to perform the repair. NOTICE A copy of this design shall be furnished to the erection contractor. The design of this individual truss is based on design criteria and requlramenis supplied by Ih Component Solutions Truss Manufacturer and relies upon the accuracy and completeness of the information set forth by the Building Designer. A seal on Ihls drawing Indicates acceptance of TrueB Studio V professional engineering responsibility sole) for the truss component design shown See the cover page and the 'Important Information & Ghneret Nome for P B g P tY Y Po 9 P 9 P Pa+3e 2018.1.0.87 additional information. All connector plates shall be manufactured by Simpson Strong -Tie Company, Inc in accordance with ESR-2762. All connector plates are 20 gauge e i "-18' "S# 1 : 1-BBelpestrong868666 -252-860 6 unless the speed plate size is followed by a which indicates an 18 gauge plate, or 18', which indicates a high tension la gauge plate. CSHelp@strongtie.com corn ` Project Nagie: 190313 - Dixon Guest Bedrrom Qty: 2 Truss: E10 Customer: Perez Collabvorative Darfting SID: 0000258166 TID: 66452 Date: 05 / 22 / 18 Truss Mfr. Contact: Manny Prado Page: 1 of 1 1-10-14 8-0-0 2 ( 1 2 8-0-0 t 9-8-1� �" 7 4 1 4/12 I: 8-1-8 f I I M M N I 3-15 3x6 Z 3.5" 8-0-0 8-0-0 1 5 9-9-7 Plates -- Simpson Strong -Tie 20 ga (AS20) or 18 ga (AS18HS, AS18S5, or AS1BS6) indicated by ' Code/Design: CBC-2016/TPI-2014-----------Snow Load Specs-------------H1... .. .- ------Additional Design Checks------ PSF Live Dead Dur Factors ASCE7-10 Ground Snow(Pg) = N/A h5LE7-1 Siii]d 30 mph 10 psf Non -Concurrent BCLL: Yes TC 20.0 14.0 Live Wind Snow Risk Cat: II Terrain Cat: B Risk II e: Cat: B 20 psf BC Limited Storage: Yes BC 0.0 7.0 Lum 1.25 1.60 N/A Roof Exposure: Sheltered Bldg s: 0. ft B - 0.0 ft 200 lb BC Accessible Ceiling: Yes Total 41.0 Plt 1.25 1.60 N/A Thermal Condition: All Others Ai I 5.0 Kzt - 1.0 300 lb TC Maintenance Load: Yes Spacing: 2-00-00 o.c. Plies: 1 Unobstructed Slippery Roof: No al. nsad 2000 lb TC Safe Load: No Repetitive Member Increase: Yes Low -Slope Minimums(Pfmin): No ihd f1: - 8.4 BC = 4.2 Unbalanced TCLL: Yes Green Lumber: Yes Wet Service: No Unbalanced Snow Loads: No Va ed: L = Yes A = Yes Fab Tolerance: 20% Creep (Kcr) = 2.0 Rain Surcharge: No Ice Dam Chic: No h 1F10 zting: HybridMW Material Summary Reaction Summary Deflection Summary TC 2x9 DFL #2--------------Reaction Sthtmaty[Lbs 1-- ----- TrussSpan Limit Actual(in) Location BC 2x9 DFL #2 Jnt--X-Loc- React -Up- --Width- -Re 24ac PSI Vert LL L/240 L/653(-0.14) 1- 5 1 01-12 490 03-De 00-08 DFL 625 Vert CA L/180 L/328(-0.27) 1- 5 Member Forces Summary 5 8-00-00 125 03-00 HCR DFL 625 ...Mem... Ten Comp .CSI. 2 8-01-08 556 jS.. 03-00 -08 DFL 703 Horz LL 0.75in 10,04) @Jt 1 TC OH- 4 13 33 0-01 3 9-09-07 32 206 . - RGR DFL 625 Horz CA 1.25in ( 0.;061 @Jt 1 OH- 9 13 33 0.01 Max Horiz = �18... Snt 1 OH- 1 83 0 :0.51 1- 2 91 139 D.89 Loads'Surtesiahy Vert CA and Horz CR are the vertical and 2-OH 27 89 t1. B3 This .h $m d £or the effects of an unbalanced top chord BC 1- 5 0 0 0.66 live load xx1R _ (909071 using a 1.00 Full and 0.00 Reduced load horizontal deflections due to live load ,facto_ � plus the creep component of deflection due to dead load, computed as Defl LL + See LuaAC2se RBporl fcr loading combinations and additional details. (Kcr - 1) x Defl DL in accordance with rygd _.•adY -ny ba zl--ipe adjusted: > 12.0/12 ANSI/TPI 1. 7datJ-fl,+Jdv,7 redao_ion factors applied:Green Lumber Bracing Data Summary Nat green lumber that will be seasoned by time of Chords; continuous except where shown lation. Web Bracing -- None P1 designed for Cq at 0.80 and Rotational Tolerance of 10.0 es Plate offsets (X,1): tes located at TC pitch breaks meet the prescriptive minimum size (None unless indicated below) requirement to transfer unblocked diaphragm loads across those joints. Jntl(00-05,00-02) Wind design method - HybridMW: Truss designed for both MWFRS and CSC wind pressures. Listed uplift reactions based on MWFRS loading only. NOTICE A copy of this design shall be furnished to the erection contractor. The design of this individual truss is based on design criteria and requuamenls supplied by thL7rcomponent Solutions Truss Manufacturer and relies upon the accuracy and completeness of the information set forth by the Building Designer. Asset on this drawing mdlcates acceptance of • professional engineering responsibility sole) for the truss component design shown Seethe cover page and the 'Important Information 3 General Notes' for Trues studio V P 9 9 P tY Y re 9 P B Po Page Halpd .0.e7 additional information. All connector plates shell be manufactured by Simpson Strong -Tie Company, Inc in accordance with ESR-2762. All connector pldtas are 30 gauge r r - • . gralpdesk: 1-666-252-8606 unless the specified plate size is followed by a "-18" which indicates an 18 gauge plate, or "SR 18'. which indicates a high tension 16 gauge plate. CSHolp@etronQtia.com 5-8-0 14-1-0 m m m -� I j m m m ^� NJ AV S 52 S4 S4 , 6 4- S [' H1 f I I ni T1 T1A 2A j T1A 1p W ry � �i o O o T1A 2A T1A 1 H1 S-I I -6 - j S4 J S4 2 N O r� m -- 00 � Gt N � T W 2 � a O 4 O C 1 N N 5-8-0 5-3-0 7 nOA�"""¢ Perez Collabvorative Drafting THIS IS A TRUSS PLACEMENT DIAGRAM ONLY TM-"•^- "-m^+ �^�•�• ^ �^ ^� -� �^ ^ -'^•� ^� "z �, pp Jay 5w wi�wl.�.yh 4.7 [r.rEwn.fny Wmldm4�Yu.ap Ju.•ry F•T igr�um kfw Fp n• 7 � ung.�Nr^fi��4•Fy. r+rnfba fk. FY+a�F+Je �..n wcs• liwb�.filn.sa�yc' w•-�+ fwn.ynwieiwi>n.ai..i.d.-uv cl•iwieiwinpn.Hn.[•s w�ak�Pn w.wlKuL.. PRoIECf 180313PD DATE: 10 / 02 / 16 F3LEtiAASE: ]-A.rAlLatauc = Z y REVISION: DATE: c BY - 5g¢,��F.- REVISION: DATE:{$0 BY �k������rr a� r e a,` r -A d�__: REVISION: DATE: BY Date: 5/30/2018 No.: 18-00976-1 Owner: Scott Dixon Address: 44-605 Pala Circle City: La Quinta, CA Type: New Residential Addition Lot # Street No 44-605 Comments: CERTIFICATE OF COMPLIANCE Desert Sands U nif ied School District 47950 Dune Palms Road La Quinta, CA 92253 (760)771-8515 Email: % ..... A U.H 1; IM11DIMAN WEE LLS L DE 'S RT COANELLA .4' � LAGUINTA Q INDIO RECEIVO Jurisdiction: La QuintaMAY 3 0 2018 Tract #: CITY OF LA QUINTA COMMUNITY D:r:'V-FLOPMENT Street Name Sq. Feet APN Permit No. Pala Circle 570 604-262-007 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 (spaces that do not contain facilities for living, sleeping, cooking eating, or sanitation) or replacement mobile homes. it has been determined that 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 fess imposed pursuant to Education Code Section 17620 and Government Code 65995 Et Seq. in the amount of $3.48 X 570 S.F. or $1,983.60 have been paid for the property lis'ted above and that building permits and/or Certificates of Occupancy for this square footage in the proposed project may now be issued. Fees Paid By: CC Wells Fargo Bank \Joanna Dixon Bank Name/Recipient of Certificate By Scott L. Bailey Superintendent Fee Collected/ Exempted by: Virgilio Garcia Check No.: 7234703679 Telephone: 7660- 409-2050 Funding: Residential Certificate Fees Due: $1,983.60". Original Paymen-t Is) Rec'cf-. _$0.00 New Payment R!�c'd: $1,9183.60 Over/Under: $0.00� NOTICE: Pursuant to Government Code Section 66020(d)(1), this will serve to notify you tha e 90 -day approval period in which you m�y'�rote�t the -fees or other payment identified above will begin to run from the date on which the building or installation permit for this project is issued, or from the date on which those amounts are paid to the District(s) or to another public entity authorized to collect them on the District('s) behalf, whichever is earlier. Notice to Building Department: THIS DOCUMENT VALID ONLY IF IMPRINTED WITH EMBOSSED SEAL.