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MUP 2004-568r To'4 FINANCE Revam Code City of La Quinta Community Development Department 78-495 Calle Tampico La Quinta, California 92253 760) 777-7125 FAX: (760) 777-1233 OFFICE USE ONLY Case No. MCL? 64_6 Date Recvd. tTlAa Fee: 'i t W Related Apps.: Logged in by: MM PLICATION FOR MINOR USE PERMIT APPROVAL MINOR USE PERMIT applications are reviewed and approved by the Community Development Director pursuant to Section 9.210.020, of the Zoning Code. The purpose of the review is to ensure that land uses requiring the permit do not have an adverse impact on surrounding properties, residents, or businesses. APPLICANT /-f�- P yC V I �sc HV 45�1L7 (Print) MAILING ADDRESS D-2. r /U;5�-cd .PO (2T EL_V Phone No. CITY, STATE, ZIP: COSTS ,aL�A C-4. p0?62 Fax No. PROPERTY OWNER (If different): i (Print) MAILING ADDRESS: CITY, STATE, ZIP: Phone No. Fax No. PROJECT LOCATION: 47, S'2� V,� WONrl- SA- Z. A- (!P 0! A f A PROPOSED USE AND/OR CONSTRUCTION (Including operational information): (O VC -55 400 -SL' LEGAL DESCRIPTION (LOT & TRACT OR A.P.N.): Z -d%- 2-,38- -ff� -") AI8\Minor Use Permit ❑ Plot Plan, floor plans and elevation plans (as determined by Community Development Department staff). Five (5) sets of plans on 8'/2" x 1 I" sheet or folded down to 8'/z" x 11". ❑ Filing fee for Minor Use Permit. If filing multiple applications, the most expensive application will be charged full fee, with remaining related applications discounted 50% for each. This discount does not apply to Environmental Information form. NAME OF APPLICANT �� F —e> Yc�s (Please Print) SIGNATURE OF APPLICANT DATE1 NAME OF PROPERTY OWNER (Please Print) SIGNATURE OF PROPERTY O IF NOT SAME AS APPLICANT: DATE (Signature provides consent for applicant t use site for proposed activity). DATE (Separate written authority by owner to submit application may be provided) NOTE: FALSE OR MISLEADING INFORMATION GIVEN IN THIS APPLICATION SHALL BE GROUNDS FOR DENYING APPLICATION. A 18\Minor Use Permit P.O. P.O. Box 1504 LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLE TAMPICO LA QUIN-rA, CALIFORNIA 92253 December 20, 2004 Hap Byers 2025 Newport Blvd. Costa Mesa, CA 92627 Sep SUBJECT: Approval of Minor Use Permit 2004-568 Dear Mr. Byers: fit 1 760) 777-7000 V 760) 777-7101 Your request for Minor Use Permit 2004-568 to allow an attached guesthouse for a new residence at 47-555 Via Montessa for Hap Byers is hereby approved. Enclosed is the approved original Deed Restriction for this Minor Use Permit. It must be signed by Hap Byers in front of a Notary Public. The original approved documents are then to be recorded with the County Recorder with a recorded copy given to us for our files. Until the recorded copy is received, our Minor Use Permit file is not complete. After we receive our copy we will provide our clearance to the Building Department to issue the building permit. Should you have any questions, please call me at (760) 777-7070. Very truly yours, -'Q. dr7'.. Tim Nguyen Assistant Planner Attachment C: Building and Safety Department p:\tim\Itr app mup 2004-568.doc RECORDING REQUESTED BY: City of La Quinta — City Clerk's Office PO Box 1504 La Quinta, CA 92247-1504 WHEN RECORDED PLEASE MAIL TO: Hap Byers 2025 Newport Blvd. Costa Mesa, CA 92627 D* N 2005-0099017 02/03/2005 08:00A Fee:16.00 Page 1 of 4 Recorded in Official Records County of Riverside Larry W. Ward Assessor, County Clerk 8 Recorder IIIIII IIIIIII III IIIII 111111111111111111111111111111111 M $ U PAGE SIZE DA PCOR NOCOR SMF MISC. A R' L COPY LONG REFUND NCHG I EXAM COVENANT AND AGREEMENT RESTRICTING THE USE OF THE RESIDENCE AT 47-555 VIA MONTESSA, LA QUINTA, CALIFORNIA This covenant and agreement are made and executed this 16`h day of December, 2004_by HAP BYERS, as the record owners) 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: Lot 238 of Tract 26152, as per record map on file with the Recorder of Riverside County 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 (Minor Use Permit No. 2004-568); 2. No kitchen or cooking facilities shall be constructed in the guest house per the provisions of Chapter 9.30.030 (RL Zone District) and 9.60.1 10 (Guest Houses) of the La Quinta Municipal Code; 3. 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, 4. 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 and/or 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 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. as Thomas P. Genovese Date City Manager/Interim Community Development Director City of La Quinta X o�, HAP BYERS�/ SCHUBERT (HAP) BYERS,-TR�sy1fEE X V *BYERS FAMILY TRUST V \,4 n AKA) HAP BYERS X MARILYN JEAN BYERS, TRUST E Signature!Z:,e BYERS , Printed Name of all owners(s) FAMILY TRUST Dated: �� J� O S ALL PURPOSE NOTARY ACKNOWLEDGMENT(S) MUST BE ATTACHED IN 8 00 X 11 " FORMAT, FOR EACH SIGNATURE. STATE OF CALIFORNIA ) COUNTY OF RIVERSIDE ) ss. CITY OF LA QUINTA ) On 14- /%4404 , before me, 791en`-,:z, Personally appeared _6'�,4y&5,t_.personally krfown to me or pr to be the person(s) whose name(s) War& subscribed to the within instrument and acknowledged to me that he!s ley executed the same in his/ha4#f ek authorized capacity(ies), and that by his/Igeritheir signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal, Sign re of the Notary Public 1521423 Cogwnlo 23.2(01 REGEfWA FE GUM- Y. Cotdubn 0 1521423 S Notary Public - California raverslde County Mm My Comm. Eg*es Oct 23, 2008 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California ss. County of 0 f vii. r On T<,, 3� %40.- , before me, 04 ro G�li z Abe k Le vi Mn, Alo{xry Z, Date Name and Title of Officer (e.g.. 'Jane Doe, Notary Public'') / r personally appeared SC ti v be c ;i. 01,ltiE ELIL DD_:I I 1_i_'dfi i%:J Cornmission 2 1328651 .; Z Notary Public - California Orange County `` •. "'/ !. y C.:�'r:fo. f_xair s alov s. 2f,!} ,c s) 1� Ma r r /yf► 7c -An tf 2�personally known to me ❑ proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that hey a/they executed the same in WisA-rm/their authorized capacity(ies), and that by -hist r/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Place Notary Seal Above Sign re of Notary Public N ey - sr, adds, OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer Signer's Name: ❑ Individual Top of Ihumb here ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: 0 1999 National Notary Association • 9350 De Soto Ave.. P.O. Box 2402 • Chatsworth, CA 91919-2402 • www.nationalnotary.org Prod. No. 5907 Reorder. Call Toll -Free 1.800-876.6827 IYCO, INS. COMMERCIAL DEVELOPMENT •2025 Newport Blvd., Ste. 200 • Costa Mesa, CA 92627 (949) 645-2251 FAX: (949) 645-4137 �W fl MAR - 2 [005 10 February 20, 2005 MR. TIM NGUYEN, ASSISTANT PLANNER CITY OF LA QUINTA P.O. Box 1504\La Quinta, CA 92253 RE: APPROVAL OF MINOR USE PERMIT 2004-568 Dear Mr. Nguyen: Enclosed is a copy of the Per your letter of December 20, 2004 (copy enclosed), I am enclosing a copy of the Recorded COVENENT AND AGREEMENT RESTRICTING THE USE OF THE RESIDENCE AT 47-555 VIA MONTESSA, LA QUINTA Please provide your clearance to the Building Department to issue the building permit. if you have any questions, please do not hesitate to contact me or my assistant, Caroline Leviton. Very truly yours, 6-e) MWA Jf any UPR( specttatians shaft notify d In the evens befoe comm TRACTOF 1) aepancie. LANDSCAPE NOTES 1,— LAWN MATERIAL SHALL BE LOW WATER USE VARIETY, Lam,— TREES SHALL NOT BE PLANTED WITHIN 10'0°OF A SEPTIC SEPAGE PIT. — IRRIGATION SYSTEM SHALL CONSIST OF SPRINKLER HEADS THAT ARE PROPER FOR THE PLANTING MATERIAL THAT IS BEING IRRIGATED, IRRIGATION SYSTEM SHALL BE ON AN AUTOMATIC TIMER. AND ZONED AS NECESSARY. t},— PROVIDE STUB OUT IRRIGATION LINES TO SIDEYARDS FOR FUTURE LANDSCAPING, 5,— SPRINKLER HEADS SHALL BE INSTALLED AND ADJUSTED SUCH THAT THEY DO NOT OVER SPRAY ON WALKS AND DRIVES AS WELL AS ON BUILDING WALL SURFACES AND WINDOWS, SSHALL BE IS NOT INHIBITED. SO HAT ESTAKED PLANT GROWTH TREENSOIL WITH THE TREE'S ROOT BALL, 7,— PRIOR TO PLACEMENT OF THE (MEDIUM) GRAVEL , REMOVE EXISTING DEBRIS AND WEEDS. STERILIZE THE SOIL WITH AN APPROVED CHEMICAL AGENT, REMOVE ALL DEAD MATERIAL AND PLACE GRAVEL. VERIFY WITH MANUFACTURER' DIRECTIONS FOR PLACING PLANTS IN AND AROUND THE STERILIZED SOIL. IN LIEU OF GRAVEL DECOMPOSED GRANITE OR CRUSHED BRICK MAY BE USED. Underground y Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG t3s^oGl�- V�II�t-L 0 VICINITYMAP GENERAL NOTES 1,— ALL WORK CALLED FOR IN THESE PLANS SHALL BE EXECUTED WITH EXTREME CONCERN FOR CRAFTSMANSHIP AND SAFETY IN FULL ACCORDANCE WITH THE ADOPTED CODES AND ORDINANCES OF THE JURISDICTION IN WICH IT IS BEING CONSTRUCTED. G,— ALL WORK, WHETHER SPECIFICALLY CALLED FOR OR NOT, SHALL BE CONSTRUCTED UNDER THE LATEST EDITION OF THE UNIFORM BUILDING CODE AS ADOPTED BY THE LOCAL GOVERNING AGENCY, 3,- ALL EXTERIOR FLATWORK SHALL HAVE A POSITIVE SLOPE AWAY FROM THE BUILDING <I/ MIN, 4,-- THE GENERAL CONTRACTOR SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH TTHESE DOCUMENTS PRIOR TO PROCEEDING WITH ANY CONSTRUCTION AND SHALL REPORT ANY DISCREPANCY TO THE DESIGNER PRIDR TO COMMENCING ANY WORK, SHOULD ANY DEVIATIDN BE MADE FROM THESE PLANS WITHOUT THE WRITTEN CONSENT FROM THE DESIGNER, THE OWNED,/CONTRACTOR ASSUMES ALL RESPONSABILITY FOR SUCH DEVIATION, 5,— THE GENERAL CONTRACTOR SHALL SUBMIT -----4 ---- COPIES OF SHOP DRAWINGS OF ALL MANUFACTURED ITEMS < I.e, CABINETS, TRU$SES,ETC, TO THE DESIGNER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. THE GENERAL CONTRACTOR WILL BE RESPONSIBLE TO PROVIDE ADEQUATE TIME FOR REVIEW <10 WORKING DAYS) OF SUBMITTED ITEMS SO SUCH REVIEW SHALL NOT ADVERSELY IMPACT THE CONSTRUCTION SCHEDULE. 6,— INFREQUENT SITE VISITS BY THE DESIGNER OR ENGINEER, IN NO WAY ALLEVIATES THE CONTRACTOR'S RESPONSABILITY IN REGARDS TO CODE COMPLIANCE, SAFETY OR THOROUGHNESS. 7 — ALL SUB -CONTRACTORS SHALL VISIT THE JOB SITE WITHIN 24 HOURS PRIOR TO COMMENCING WORK. THE SUB—CONTRACTOR SHA4.L BE RESPONSIBLE FOR REVIEWING RELATED TRADES SUB— SURFACE PREPARATION AND SHALL REPORT ANY NON—CONFORMING DISCREPANCY r TO THE GENERAL CONTRACTOR. EXECUTION OF WORK BY ANY SUB—CONTRACTOR INDICATES ACCEPTANCE OF THE PREVIOUS TRADE'S WORK. 3 — THEIOWNER AGREES TO HOLD HARMLESS, INDEMNIFY, AND DEFEND THE DESIGNER, HIS EMPLOYEES, AND ENGINEERS AGA' 'NST ANY AND ALL LIABILITY, CLAIM DAMAGES AND COSTS OF DEFENSE ARISING OUT OF THE ERRORS OR OMISSIONS, OR NEGLIGENT ACTS CAUSED BY THE MODIF-ICATIONS TO THE PLANS AND SPECIFICATIONS, 9,— ANY CHANGE, MODIFICATION O� ALTERATION OF THESE PLANS SHALL BE AT THE SOLE RISK OF THE PERSON MAKING OR CAUSING THE SAME AND SHOULD BE REVIEWED BY THE DESIGNER OF RECORD FOR CONFORMITY WITH THESE PLANS. & 10,- THE CURRENT APPLICABLE CODES ARE AS FOLLWS 12 1998 CALIF. BUILDING, PLUMBING MECHANICAL AND ELETRICAL CODES. CURRENTLY ADOPTED LOCAL & MUNICIPAL CODES AND ORDINANCES. ALL 'OR EQUAL' SUBSTITUTIONS SHALL BE SUBMITTED TO, AND APPROVED BY THE BUILDING OFFICIAL PRIOR TO IT'S INSTALLATION. GENERAL INFOR-AIL4TION OWNER ; HAP BYERS LEGAL DESCRIPTION ASSESOR'S PARCEL NO, 774-061-003 1D`1pk DRARYNGS PROJECT ADDRESS: 47 555 VIA MONTESSA SHT` N° DESCRIPTION - PLAN FOUNDATION, . ROOF PLAN! ROOF FRAMlfqG PLAN & SECTIONS EXTERIOR ELEVATIONS MECHANICAL RA - ZONE ; R -C OCCUPANCY: R-3 AREA TABULATI❑NSI AREA TABULATIONSI PROPOSED GUEST HOUSE: 403 SQ. FT. SITE s? �w RO "F BPv g i�w E4f r a1 i J L -7triJl99 sm ^L_V T---' AS NOTED " C�. 1134 0 LL Uj ®IL IL ( I 0 w Q - H� -7triJl99 sm ^L_V T---' AS NOTED " C�. 1134 0 4,-0" � 1 1 ._ %71 " I L 4" CONC. SLAB ON GRADE W/6X6-10/10W/IFQOVER I I 2" CLEAN SAND O / E 6 MILVISOLIEEPI � �"- �. l FOUNDATION NOTE5 I All continuous exterior footilgo to have 5/8" dia. A' A3.'s with 2'4"x3116' washers. Min. 1" embedment Iota concrete,. x 14 at 12'ot. unless noted oth mise, on plans. One anchor bolt should be located ma'away from the end of minimum 3-1/2'.the 6111 plates win (2) A.B.'s per sill plate per shear panel. 2. AllIMalor non shear walk to have Nllti X -DNI (with a minimum penetration of I% Into stab) at 24' on center, unless noted otherwise to be installed In accordance with ICBG 12388, November 1995. Actual slab thkkness to be minimum 342Y 3. All holdomms and posts anchors are to be Installed according to $I Strong Tie specifications and requirements of ILEO Report Number6II and 4448 and shalt be tied ki place prior to tourdalion inspection. 4. Min concrete width to be 6' for receiving MPAs and HPAHD22. Verlfy locations of hoklowns and anchor bolts with rough framing to assure proper and accurate Installation 5. Provide uW4" dowel at 24"oc. and IN from the comer at all concrete stoops and porches. 6. Provide min (1),m4 reinforcing bar at top and (1) 14 at the bottom for all continuous tooting kr addition (1) 14 bar extra rcr electrical ground. Location to be verified with electrical contractor. 1. Verify min fftdation depth, micitir, iekitorcing steel and additional expansive requirements with valid soils report and If aN more restrictive they $hrall the above minimums. 8. Concrete strength to be minimum 2500 PSI. S. footings shall be examined and certified in writing by the project sotV Ge*z ey'ee e p:ia to kep_t:on and placement of cowete. i0. Waiting period for concrete slabs on grade prior to start of construction Is as follows: a). &P, on slab 24 hours arta concrete has been pared. W Begin mall framing 4.5 days after concrete par. ct Begin roof1floor framing 1.10 days after concrete pow. d1. Do not bad roor prior to 14 days arta concrete par. IL Wood plates or sills dull be bolted to the foundation with a minimum of two hatt6 per piece, with on bolt located tot mae than R Indies not less than seven bolt diameters from the end of each piece. CBC W610 I HPAHp22 I 1i I I al` 1 '► IL tips ROOF NOTES - 8 ROOF ASSEMBLY SHALL BE CLASS A MINIMUM. 10411 3 PLY BUILT-UP ROOFING WITH 400 IBS, GRAVEL PER SQUARE, A) ACCEPTANCE PRODUCT: KOOPERS COAL TAR BUILT-UP ROOF COVERING. IN ACCORDANCE WITH 4410 STD. B) INSTALLATION I) NO. 15 FELT(2 LAYERS, NAILED) 2) NO. 16 FELT(3 LAYERS, MOPPED) 3) BITTUMEN MOOPING BETWEEN LAYERS (3 LAYERS a 25 156..EA) 4)15185. FLOOD COAT TO RECIEVE GRAVEL 5) 400155. CRUSHED GRAVEL(ASTM DI 863) WEIGHTS PER 100 SGL FT. FOR ALL MATERIAL. C) ALL FLAT ROOF AREAS TO SLOPE MINIMUM OF 1/4" PER FOOT. SEE ROOF FRAMING PLAN FOR FRAMING CONDITIONS. D) CRUSHED GRAVEL TO MATCH MAIN ROOF COLOR, 3.3. ALL FLASHING AND COUNTER FLASHING AND COPING SHALL 5E 26 GA GALV, SHEET METAL. F28 GA, MINIMUM GALVINIXED VALLEY FLASHING. CBS. SECTION i508. 5. ROOF DRAIN AND OVERFLOW W1 PIPES IN WALLS EXITING AT SLAB PER U5C 3201 (5) (C) AND BHALL'BE EQUIPPED WITH STRAINER EXTENDING NOT LESS THAN 4 INCHES ABOVE THE IMMEDIATE SUI;;r-ACE. 6. SCUPPER - _— - BRISTOLITE'ALUMI•LITE SKYLIGHT 2222 ALT -CM -2 ICBO+2469 5RI57OLIlE ALUMI-LITE SKYLIGHT 3131 ALT -CM -2 ICBOw 2469 9, 5RI5TOLITIE ALUMI-LITE SKYLIGHT 4848 ALT -CM -2 IC50# 2469 CRICKET It. TCF OF PARAPET (TAP.) 912. SEE PLANS FOR ROOF MATERIAL: INSTALL PER MFR: SPECS. 3 PAINTED GJ. CHIMNEY CAP WITH IC50 APPROVED SPARK ARRESTOR PROVIDED BY FIREPLACE MANUFACTURE, 14 16" DIA ROUND GABLE VENT (154 SQJN. EA) WITH SCREEN. 14'X 18" GABLE END VENT (185 60,19 EA) WITH SCREEN. 16 24" DiA. HALE ROUND DORMER VENT (140 SaIN. EA) .18" X 22" ROOF VENT (312 SQ.IN. EA) 8 O'HAAIN CLOAKED VENT TILE (95 SQ,IN. EA) ICBO REPORT" 5214 2X STUDS +a Won O.C. : 14W VIP%. n 14 f'N IVr'M1/n FgOLTS AT '12" O.C. AND 12" MAX. FROM ENDS OF SS EXTRIOR PLASTEIR OTHHER ISE SILL UNO BTED ON PLANS 211X2"X3/16" WASHER SHALL BE USED WEEP SCREED 4" SLAB FOOTING I UNIT � . i 04 REBAR CA�t TINUOUB TOP 4 15OTT UNA. 29 ± r 211 LI) EXTERIOR ar=AzING POCTING1 2X P.T.PF, PLATE: W/1 -321i PIA. X 3 IV2" SHOT PINS 0 32" O.C. W/ 14 GAUGE WASHERS AND FIRST 2 PINS (on AND lol FROM PLATS DS.1 2X STUDS 6 1(o11 O.C. INTERIOR FIN16H 4" SLAB FOOTING 2) NON_15E AFINC:� INT.WALL- T rf= SIMPSON HOLPOUNS POST LENGT NAILS 18d TYPICAL INSTALATION CORNER INSTALATION HPAHC 21 (2) 2X / 4X 25 24 4320 21100 (2) 2X OR 4X M!N1MLM STUD 04 REDAR CONTINUOUS. POST HPAHD22 CORNER INSALLATION 9• I- STRAP PER PLAN 2- POST, PER PLAN : '• 1-1/2" MINIMUM FROM EDGE 3- PER MFR'e SPECS 4- FOOTING PER TYPICAL DETAIL PLANS - F'c• 2500 P4I (URO.) H -NOTE : INSTALL STRAP OVER SH15AR PANEL TYF, NO!_D DCWJ 4 DETAIL ND -BRAGS WALL -ANEL5 A/� 41-011 5111P Braced Wall Panel with 3/8° STIR plywood sheathing on one race / I \ of at 6' X. stud wall from floor rlto ceiling nailed with ed common or galvanized L box nails edges, " oz. field and Intermediate. (2) 5/8' Round x 10" andm 4'-011 bolts placed at V4" potnts or panel, embedded 1' minim 13WP 2 Alternate Braced Wal! Panel (2'-8' mkt width of panel) with 3/8" STR pkpood sheathing rim to ceiling nailed with 8d cormon or galvanized box nails at 6' ALT OCG edges, 12' O.C. field Provide 2 each 11PAND22 or 05 hold downs - one Al -T at each end of panel. AInterior Braced Wall Panel with l)2' Gypsum Wall Board Panel (min 4'-0" each wall) use 1.61de of stud 5/8" cupped head drywall nabs, at 1' O.C• edges and field. (2) 5/8' round x 10"anchor bolts placed at panel l) 04' points (24' ), �N embedded 1' miramum. THIS PROJECT 19 PROP05ED 70 MEET THE REMIREMENTS of cr3c 2320 FoR coNVENTIONAL LIGHT -FRAME CONSTRUCTION. THESE PLANS COMPLY WITH THE 2601 PROVISION$ OF CONVENTIONAL CONSTRUCTION WHICH MEET THE INTENT OF UBC SECTION 2326. fN9�NLdl���'% A ) WATER HEATER DETAIL i l OU Y D 11 IO o' J 1 ILOOR 6.J d.;.4f (./F PLAN s.S .•tom ... ��4'r: 2 r—®rt FE UPE FREGOSO 44 525 PORTOLA PALM DESERT (7I50) 837 9009 CELL (760) 275 4139 0 0 L3 w w W 0- J W LX_ ED, r& ser w my F.FREGOSO F. F. ma ^ -r € OCTOBER 2004 0cesm_r-= AS NOTED -a a mill rr ®. 1134 SECTION NOTES Indicates 8ectloa Notes - see ftbers below: © 5/8' Tgpe "X" t . at garage to house. I -HR aseembl I for garage cellinc{d Where forage uusdes are perpendicular ancrbear on tFe hoes arapqs wall. Uh ceding Is used as Bart or assembiu fastenge ai"a required on 16 Wfdxs on centers and supporEing wall shall be of equal rating. The assembly efvll be per the gypsum manual or 1-A CIBC 1041 from foundation to roof sheathing. 2. 5/8' Type "X' drywall; typical under stairs. 3. 3/4' F%Wood over floor joists. A11 ineUiellon materials slit/ 2x4 stud mall at 16 O.C. have a flame spread rail not 5. JJ 2x6 stud welt at 16" O.C. to exceed 25 and a emokke b: Designed wood trusses at 24+ O.C. density not to exceed 450. 1. Girder True& y R.13 Insulation, I' 'Falcon' Insulation tad on exterior of wall, verify with Energy Calcs, S. R-21 Insulation, verlly with Energy calve. IL Dr38 dmtlon, verl y with Energy Calc". D. 4x NDR D. Refer to Exterior Elevations and Details for fascia and barge. 14. Provide 5/8' drywall at trusses. D. Drywall stub wall, see plan and detail 16. Concrete slab, slope min. V8":1'-0' to drain. Concrete stab, min, 3-V2" thldm6 2x P.T. mudellt I.W. 13 2x soffit framing at Ib' O.C. 20. California fr4mlrg Provide GJ. flashing at roof to wall correction 22. Line of wall or elevation behind 23. r,9wdll over IR' plywood shelf 24. Drag true& 25. Hip truss 26. window seat 46' 21. 8tlelr per elevation 28." Sornt per elevation 28 Furred wall per elevation 30. Provide mot 26 GA Galy. weep screed at foundatlon plate lire weep screed shall be a minimum of 4' above adjacent grade and 2'above adjacent network Notes: Traea section are for profiles of ceiling heights, plate hsiglu and general "pas of trusses only. Refs to structural plans and truss manufacturer's pians for actual sizesanddetails and layout of all framing. an1dhulattonsmoke dmalty not to�exceedl450apxead rating rat to exceed 25 Frovide Ire bloekJrat all Intersections between concealed t IZonta eoaces 6u! as Write. roore or celllno :t 0.00 F.FL. I TYPICAL ROOF" DIAPHRAGM 1 15/32' CDX, PLYWOOD OR ORIENTED STRAND BOARD (OSB) LAID W/LONG DIM. OF FULL SIZE PANELS PERPENDICULAR TO THE SPAN OF THE. ROOF FRAMING, END JOINTS STAGGERED, and NAILED, AS FOLLOWS : DIAPHRAGM BOUNDARIES & PANEL EDGES : 8d @ 6' O.0 PANEL FIELDS r ed @ 12' O.0 TYPICAL CHORD SPLICE 10 PAIR OF 16d NAILS @ EA. 4'-0' LONG LAP SPLICE IN THE ))OUBLE TOP PLATES. ---------- BOUNDARY WIDTH -7( DLK, RAFTERS OR JOISTS OR TRUSSES, EDGE OF PLYWOOD SHEETS 4x4 __J! y ^ _N V _ INTERMEDIATE. BEARING (FIELD) 4X4 / E' -D' MIN. SHT, LAP -)WPI NOTES 1 Lr RUN LONG DIMENSION OF PLYWOOD SHEETS ACROSS (PERPENDICULAR TO) ROOF FRAMING. 2.- STAGGER PLYWOOD END JOINTS 2'-0' MIN, AS SHOWN, 3.- NAILING SHALL BE AS NOTED ABOVE. UNLESS NOTED OTHERWISE : 4; ALL NAILS SHALL HAVE A MINIMUM OF 3/8'EDGE DISTANCE, 5.- ALL JOISTS AND RAFTERS SHALL BE LAID OUT IN A 4'-0' MODULE TO COINCIDE WITH SHEATHING MODULE. _. 0.00 RFL. SECTION „afw' I I I "b" NAILING SCNEDULr Connection Nallinge 1..Jolst to sill or girder, toenail a.gd 2. Br(d�Ntq to joist, toenail each aid �-8d 3.1"x6 sub -Floor or less to each Joist, Face nail, .2 -ad 4. Wider than I"x6' stdb-floor to eachoist, face nap.. 3-8d 5.2"Wb-floor to Joist or girder, blind and face nail-2-Ibd 6. Sole plate to Joist or blocking, face nail-lbd a 16"oe. 6018 plate to Joist, at braced -wall panel.(3) Ibd per 16" 1. Top plate to stud, end nail -ibd 8. Stud to sole plat 4-8d, toenail or 2-16d, end nail 9. Double studs, face nail Ibd a 241o.c. IPJ. Double top plates, lap splice R.�d Double top plates, lap splice a.5d Il. Blocking between joist or rafters to top plate, toe nail -ed 12. Rim joist to top plate, toe Hall _ 8d a bloc. 13. Top plates, laps and Intersections, face nail. _ 1-Ibd 14. Continuous hsader, tow pieces Ibd a I6"oc. along each edge 15.Gelling Joists to plate, toenail a_Sd 16. Continuous (leader to stud, toe nail 4-8d Il. Ceiling foists, laps over nartitiora, race Tali r 3-t'o,d. 16.. Gei4io Jolstmparallel rafters, face nail Abd 19. Ratter to plate, toe nap a4d 20. 1" Brace to each stud and plate, face nail_ _ 2-8d 21. I'x8" Sheathing or less to each bearing, face nail.2-8d 21: Wider than I'Velreathing to each bearing, face nail. 3-8d 23. Built-up corner studs Ibd s 241oc. 24. Built-up girder and beams 20d a 322oc.e Top and Bot. 4 Staggered 2-20d a ends 4 s each splice 25. 2" Planks -ibd a each bearing +Note: Common or Box Nalls may be used (UN.0) 15/32" PLYWOOD. PLYWD.WITH IOd ® 6' O.C. EDGE NAMING (TYP.) RIMAR PANEL -2x4 SHFAR TRANFER IIIACIQNG FRAMINCS NOTES Typlcal Floor Sheathing 5/8" TO= APA rated plywood with a panel Index of 32/16 (16"oc. jolets) and 40/20 (192o.c. Joists). Alternate: APA rated 0.5.5. (Oriented Strand Board), Refer to NER 106 for Installation and conditions of use. Note: Use 3/4" T4G CDX APA Rated Plywood with a Index of 48/24 if floor naming at 24"o4. 13% i0d at 6104. EN. 10d at FN. 10d at 101o0. Use ring shank nails and glue plywood to framing. Typical Roof Sheathing I/2" CDX APA rated pfy'wcod with a panel Index of 24/0. Alternate: APA rated 058. (Oriented Strand Board). Refer to NER 108 for installation and conditions of use. 5N.: Sd common rail at (oloc. EN. ed common nail at bloc. FN. 8d common nail at 12"o.c. Lumber Grades bx 4 8x beams/headers: rl DFL 4x beams and headers: 02 DFL 2x Joists/ rafters: &1 DFL Top plates: PPL. stud grade or better Other Notes Uniform Building Code - Table 23.1-R-3 Balloon Framed Walls (nonbearing) stud heights-. 24a a 10oc. maximum 14'-0" height 2x6's a l6"o c, maximum 20'-01' height No multiples of 2x4'a are allowed to span more than 14'4" Dearing wails exceeding 10-0" must be designed case by case. All trusses designed by truss mfr. shall be designed to sustain AN vertical, lateral or any other pertinent load such as bracing of top chords and bottom chords In addition to any connection related trusses. Architect: Please be sure developers are aware or this prior to choosing a truss mfr. Each truss shall be legibly branded, marked or otherwise have permanently affixed thereto the following information located within 1 feet of the center or the loan on the face of the bottom chord: a) identity of the company manufacturing the truss. b) The design load. c) The spacing of the trusses. FIRE NOTES Fire blocks and draft stop: (UBC Section 106) Fire blocks shall be provided in the Following locations: I. In concealed spaces of stud wall and partitions, including furred spaces at ceiling and floor levels and at IS foot Intervals both vertical and horizontal. See also section 803 UBC, Item I. 2. At ail interconnections between concealed vertical and horizontal spaces such as Occur At soffits, droop ceilings and Cove ceilings. 3. In cgncealed spaces between stair stringers at the top and bottom of run Ind. between studs along and in line with the run of stairs it the walls under the stairs are unfinished. 4. In openings around vents, pipes, ducts, chimneys, Fireplaces and similar openings which afford a passage for fire At ceiling and floor levels, with non combustible materials. 5. At openings between attic spaces and chimney chases for factory -built chimin e. 6, Uwe wood sleepers are used for laying wood flooring on masonry or concrete fire -resistive floors, the space between the floor slab and the underside of wood following shall be filled with noncombustible material feet in area or fire blocked In such a manner that there will be no openings under the flooring which exceed 100 square and such space shall be filled solidly under all permanentpartitions so that there is no communication under the flooring between adjoining rooms. 1. Fire block construction: Fire blocking shall consist of 2 Inches nominal lumber or two thicknesses of i inch nominal lumber with broken lap joints or one thicknesses of 23/32 Inch wood structural panel or one thickness of T Inch type 2-M particle board with joints backed by I inch type 2-M particle board, Fire blocks may also be of gypsum board, cement asbestos board, mineral fiber, glass fiber or other approved materials securely fastened In place looserlll insulation material shall not be used as a fire block unless specifically fire tested. 5. All air ducts penetrating occupancy seperatfon wall between garage and I(ving area shall be 26 gauge minimum. Please provide detail for wall mownted heat pump, note AN firewall penetrations required for installation 302.4 LEGEND-E3KAGEG WALL PANELS 4'-0" 13Wp &aced Uhll Panel with 3/8" 6TR plywood sheathing on one face of at 6' oC, stud wall from floor to celiN.nalied with ed common or galvanized box valla edges, ll' O.C. field and Intermediate. (2) 5/8' Round x 10' anchor bolts placed at 1/4' points of panel, embedded 1' minion MP Alternate Braced wall Panel (2'•8' min width of pond) with 3/8" 8TR plywood sheathing floor to celling railed with 8d common or galvanized box nails at 6' ALT O.C. edges, ON O.C. field. Provide 2 each WA022 or HD5 hold doums - one ALT at each end of pnei. A3 Interior 15raced wall Panel with V)" Gypsus wall Doard Panel (min 4'-0' each wall) use 1-0er of stud 5/8' cupped hsad &pall Halls at 1' O.C. edges and INT Held. (2) DIV round x lVancla bolts placed at panel 1/4' points (24' OBJ, OwP embedded 1' minimum. THIS PROJECT 15 PROP05Eq. TO MEET THE REQUIREMENTS OF CBC 2320 FOR CONVENTIONAL LIGHT -FRAME CONSTRUCTION, r. THE5E PLANS COMPLY WITH THE 2001 PROVISIONS OF CONVENTIONAL CONSTRUCTION WHICH MEET THE' INTI=NT OF U5G SECTION 2326. ROOF FRAMING I LAN FELIPE FREGOSO 44 525 PORTOLA PALM DESERT (760) 837 9009 CELL (760) 275 4139 y �i 1 J L P Fe Al W F.FREGOSO ceeEcsc1Eea F.F. P A T I= - OCTOBER OCTOBER 2004 f3s_^L.FE AS NOTED .s ca E3 nr o. 1134 t�L-01�."r To 4kT�4 Th �a Wit= CtiYP_� G©121���GN g2�Sis`i'. (2�v GA Mit�.��YP.i t I EXTERIOR EisEVA1 IONS 1l4ete:t?—off Rsves�on®s �sv FEL.IPE FREGOSO 44 525 PORTOL.A PALM DESERT (760) 837 9009 CELL (760) 275 4139 y i El uj U)IL 4Q w i CL t�L-01�."r To 4kT�4 Th �a Wit= CtiYP_� G©121���GN g2�Sis`i'. (2�v GA Mit�.��YP.i t I EXTERIOR EisEVA1 IONS 1l4ete:t?—off Rsves�on®s �sv FEL.IPE FREGOSO 44 525 PORTOL.A PALM DESERT (760) 837 9009 CELL (760) 275 4139 y i S R A W N F.FREGOSO F.F. OCTOBER 2004 spcsaLE AS NOTED J O B N 4. 1134 Q F E3"S ETS uj U)IL 4Q w 0 CL i Q .� Q 3: U: Lu c Z4 LU oC 0 z Hp S R A W N F.FREGOSO F.F. OCTOBER 2004 spcsaLE AS NOTED J O B N 4. 1134 Q F E3"S ETS ELECTRICAL NOTES A. cwwal Icjttg at Idtdsn and bath to be fill"rent M Provide two a "Inuit separate 20 AMP Cinema to kltdtet appllalree. Shag have no oUarOAI&. rhte on the plans WC 220-411) C. Provide one w1rilm separate 20 AMP ctelt to laway appdatices. Will lave to cola. outlett Now on plate WC 220.46) D. Ay INth cans to be recessed with black barite E. Provide sheet nebers vlebb and legible rraw the street, Rubes par Omit epximcatlon F. Gould min service to 20d0ot der a driven grows 0 bond to cold water p NN and gas ptphg also sue parol to gas and mala P0069110 250- G. fieihocm receptacle oudde Yell be supplied by at bast one 20•4mperre branch ctelt &A rwt shall have ro olhar outlets H. hake datecta'e shat loud An awdbb Alam In ail sbephg areas of the dliellhtg wit initdt Thy aro located and uerxpted to be Installed In lM VGTe2' tnC,'GGP�eala, L Provide dlacared for the AIG win aid pGoNde a receptacle ser tAt 25 fed or the roll to be wilier proof pa CNC 3061 MotaaN oarktg cleararoe to dl&eanact J. erandt ctadta that wppy D5 -volt, single phase; 5 and 20 anpere t"Mcle cutlets retailed n stalling Wt bsctaaw Pall be ad by an uc•raWt ctrl! nt.tptr. K Uid;e aim &Wil be 00•Yok with battery b6al. L. Mehta caduclas are pel fits d only V ala VO or Niger, and afy to reed rain a sub -parols Al omf3r oni nt carlm cofidticIm dull be copper, M. Ltahmfks to gmaal UgHltg h gtrlaro sell have Nips will en etfblerr:y of rat lase tun 40 limits pa OtL GAl erAl Iwjttng nest provtUe a suffklmt Ilgla brei for bask hid m tach erd provlde a afre m pattsm of Illatatlom ins hglt �tkacy Wallis Y U be emltdied at at entrance to Ux W1dwL on rlJaeecdlt Ukid kHdam totalled over ft sink or under one ubind Wald not slid Un'genaall ugflt au{Jta Weor acceptable Wig corrWatlons are (D I escaA I � perbeter of Un Wtdna (aver or undo ubndi), or (2) a rhorescant Vit It Ub cater or du Wtdm N Each room eontalltg a el owe or bailtib &III Ww at bast aria kaon lre with IWs) with an efficacy of 40li m3 per wall or $eats. or fore N none fun on karate in to room, ow hcf terfluaj latiate "ll be swltdied H as a arance to the roam, .O. Anshan cambdcts are psmnted onig If size V0 or Niger aid any to feed mina ee•patals.An other onent um)Ng &Wxtm shag be copper, (C*t 603030) F. Ltdit radices in Ab or dwer eticbetred suQ be IabebdhWtable for damp bcatlon', a hicks ilaM Yah be D0 -volt with battery backup, I= 310..W) ELECTRICAL LEGEND SYSTEM IlerwNA awMI SIZE (4) pia WV1YN alW (aye W 141 AIMS oder abPat HEATING BDP CO.563ANO60-A is ibt aivaam 0.80o AE W'00 m1H N 69 MV anMl oder ahtM COOLING. WV 2201teacIld _ . 12.0 SEER 6 AD S„ to Marine Swags door apemr Pa aMfddwrM DOMESTIC WRI aP enspelclOAIA CwMI fa emowetk eptMwt mpMe a! e4N. 0b20 AFUE 0 w ttlaPtOaf vAk d5sdii cadet ala (a wasaml Nhhg . 9 L 0AW for liffidg s Ica Vdao94lnr prwkM Cover lee Fra. onet WP altar proof VAA C#I Gaal raft Men" WC1 Grand Peat Ctadt Maniere . APG Aro-'aft clam Wan{Aa SL Sbpd $ horst $3 3-M ewwh . 4 - 4' klatch Its" L1V Oro (Toto all-meeuad can aglt -& Prato ow-bradal up -& Tewr-careaned IV mdwt . O hemosampitIV O. Pscwdansp 0 5ym»n W +K "M -900- . _ Track Wt pcF" IkJtag MAW lkwaseat(abr wth(2)ulea j......{ ebkA twW4carad b Mt switch atyoffow(40�pe�"Y� OHs Yep'Prod IV i - Do arfaca egad monmead (40 Frere par caw off" titfAr% tend to tiro aft m daft ram & ® Cwbniknmrai,aewad ac�yaaan fdwra,crniecl to (Pel emtdi ere ad;tr9rm to aukM ah, capitia a(5a&dmgee Par (oro. Awtdn hgbdfm agxae(an `® cmbnikn 11#9 adintent tan vas to O*Wo At,cepeble of S at uMgas Par hu. e Wu(ran•vet to abide at, upeble of 5 At dri" par W. nic tau dmncs tII T.Y. Jed .rI ftm,kk SOD Swabs dd&-W to MY IV NUey ba" Doorboapuhtatai . III e aim EM seeing control scat aantbr!az ® At w0filona fwsVovIds m Mist saM25'-0' or AC wit 40 Ato wlkallg @mhstd sinew Ito chary vmbie tow ere street. OTC Timor controlled reauedraIV p tnr IVAUM v 5bwkal Peml Re -Its for L ftkmi oalmg ten MECHANICAL ANIC2AL NOTES L Mechanical Contractor shall be responsible for final design, sizing an balance or HVAC. 2. All equipment shell comply with Title 24 regluemenls as indicated on the" pian refer to sheet s I for specifications. ' 3. provide ncn-rernavebl; back-flow prevention devoe an all exterior Mss blbe. 4. Providepretest regulator for water service sura pressure exceeds W pal. CPC 60$1. 5. Combustion air from attic trlh 26 GA Galvanized steel &leave extendlnq 6 [trim minimum above celltig Jo sit and net screamed Attic to have adequate openings and have at levet 30 vertical clear height of Its max" point. WC 10323. 6. Combustion air from Outside to compartment with 1/4' eaten at Outside openings. WC 311.1,1023. 1. Separate dots-fa_uppr and lower wdzuetion air supply opanngs. IIiC 1021 S. Drier sxm rat duct, not las than 4 Inchn on diameter shall have a smooth Interior su ace, a bads.draft, and shall terminate outside of the building. (CNC 5@41, 50432,50432J) ' A'1e mnranm access panel to bathtub trap camaetion M required UFC 4h1 I0. Hot mapped shower pan "it be t opeded upon completion of hot mopping and shell be filled It Air dots penetrating separation wall a calling between Garage and living area shall be 26 oA minimum UIBC 26023. D. the PAU closet or alcove moot be R hies wider than the Mao; a Mwca bang netalled UMC section 304.1 13. Provide nakeup eta n MtaMry room. A minimum opening of 100 equate Inches for meker{p ex sha11 be provided In the door a bg 60w approved ream. M Section 9061. W. In shows and tub-ehowar combinations, control valves rut be pressure . balanced or tMnostalic mixing valvae. LSC Section 412.1 B. New water closets and associated fWsMmetar valves, it Any, shall use no more then L6 gallas par rust and shimf most performance standards established by the American Notional Standards Institute Standard AIM. H t 8 Code, Saotion 119213(b) 16. Cloth baled dfot tape Is W longer permitted to be used as the sole connection, for mladnrilcal dueling. Duct tope as a minlmwm, mat nnqq the requlrmonts of ULISI, ISIA, or ISIS, shalt be used or additional Act attachment devices such ere tie wraps a mastic will be required for Installing mechanical dieting ri. Tine return air plorsm serving the mechanical equipment mut be fully ducted from the eepelpment platforms may not be wed as plarume. IS. The manufactured windows than have a label attached mtlfld by the Natbnal Preetratton Rating Council (taitW and sMung compliance with the rwgy calculations. ` IS, Ducts wed for Wtdan rangge� ventnMUon Shell be of metal and shall have smooth Interior surfaces (Q1C 0042) 20. piyar et ducts shall not "Cod a total combined horizontal and vaafftical er th .lot Including two 90 degree encevs. Two real shall be daa=ld for Ouch 90 -degree elbow to excess of two. (CMC 504322) 21. Mechanical i�mant eupWaid dtect�y thin polmd shall be isolated from, Ue grourJ lei a level cbhcrsts Sob ex trp nct at than Uxee (31 Irohae . . pebb 0 Uey a)onrg ground Iavei. (atyCa4060, WOO, 9063, II062) 77. canbWntlbl: m�aten'ia tta rayrfaseb(o241 gn%I aoraoe lometwi vp'r°L11a Ing hood (CMC 81111 23. All WAC a romans shall ba dgrovd for to hstallalian Sly nationally ar�gn� ag" (CMC 3302 anted b�lle nstng and labs of an 24. Appliances desisted to be fixed n position ehil be eacuely teetaned In piece. (CMC A) 25. Provide parcciombnation pressure and temperature relief vatw at 411 water h mol ng aWna tarmtwts rtol mora then 2 setpiior � then 6 Inches above the ground n pont downward with Ile an unobstructedAn NMr termination location GMII require Approval by the the Building Oftlelai. (CPC 6W3.606,008b) 03 — III 51, . a Met. GAB SUPPLY WITH SHUT CFF VALVE KEY FOR LOG LIGHTER X20 PL IiHBW* FOR ICE MAKER I NB HOSE 13I9 UATH APPROVED VACUUM 6REAKER HOSE 6115 UBTH BIAfT OPP AND APPROVED VACUUM . OT SE15ACK CLOCK THERMOSTAT 12" X 12" 4 -WAY CEILING SUPPLY REGISTER 12" X ,f" WALL SUPPLY REGISTER R q 24'X 24" CEILWG MOUNTED RETUM AIR REGISTER SUPPLY AIR DUCT, PLEK R"41 'e' — — RETUM AIR DUCT, FLEX, R"42 DAMPER m4 SUPPLY AIR DUCT DAMPER IN THE RETURN AIR DUCT Z— 10'X 10" RETURN AIR VENT TO PROVIDE MAKEUP AIR POR LAUNDRY ROOM. SEE NOTE M4. EOUIPMENT SCHEDULE UNIT# SYSTEM MODEL SIZE MICIENCY CAPACITY UNIT+I HEATING BDP CO.563ANO60-A 5 TON 0.80o AE W'00 m1H 'I COOLING. BDP CO.563AN060-A - 12.0 SEER 58,000 5TU/4 WATER HEATER DOMESTIC WRI A.O. SMITH PGCG-50-226 50 GAL. 0b20 AFUE - ELEC TRIC. & MECHANICAL PLAN t��VASwc�nwS �Y FELIPE FREGOSO 44 525 PORTOLA PALM DESERT (760) 837 9009 CELL (760) 275 4139 n a y i ,J 1 J �J i 0 0C LL W NZ U) 40 0 ( IL fi. I ad J Uj WU Cn 4 fiLU even 0 Z U) pU Q % J ® Fit ^.MN F.FREGOSO C N E C K E 4 F.F. ®AgM OCTOBER 2004 S C A L E AS NOTED J O B N Q. 1134 S H E E -r O F S M E E -r S