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MUP 2007-972I Finance Code 12 Ci of LaQ uinta f Planning Department 78-495 Calle Tampico La Quinta, California 92253 (760) 777-7125 FAX: (760) 777-1233 OFFICE USE ONLY Case No. O%- R7Z, R -� Date Recvd. 7.07 Fee: 7-;- vo 1'C Related Apps.: Logged in by: APPLICATION FOR MINOR USE PERMIT APP MINOR USE PERMIT applications are reviewed and approved by the Planning Di ctor OCT 1 s ' (;1 9.210.020, of the Zoning Code. The purpose of the review is to ensure that land ues qui pursuant to Sec have an adverse impact on surrounding properties, residents, or businesses. PEAN�ING DEP�RTMEM APPLICANT (Print) MAILING ADDRESS 52(�$O i4oj$y144 71oy1 Z Phone No. ;;210 -5j;6,.S/ CITY, STATE, ZIP: L,q Com(/,�J��q �,q �5_ Fax No, m 1,� U PROPERTY OWNER (If different): ,s M� , f � 2001 (Print) MAILING ADDRESS: CITY, STATE, ZIP: Phone No. Fax No. PROJECT LOCATION:521o50 41/4y/64 MAg/'1 c PROPOSED USE AND/OR CONSTRUCTION (Including operational information): (attach sheets if needed) LEGAL DESCRIPTION (LOT & TRACT OR A.P.N.): Zc)T j(o A.,/1\ xa r& % Loi /� L /43 • C'412,,,"64,17,4 ,4`7- V4 44 Qom/ 7,A- AN/T /S A-5 �t�/ LDr �,j �.✓ ,5' `l Z , l g' Y& "f- 773 - po © Z Note: If your activity requires an addition exceeding 200 square feet, a trailer, or electrical service, issuance of an MUPITUP will be done concurrent with a Building Permit. P:WpplicationsWinor Use Permit.doe SUBMISSION REQUIREMENTS: ❑ Plot Plan, floor plans and elevation plans (as determined by Planning Department staff). Five (5) sets of plans on 8%" x 1 1" sheet or folded down to 8%i" x ❑ Filing fee for Minor Use Permit. If filing multiple applications, the most expensive application will b charged full fee, with remaining related applications discounted 50% for each. This discount does not apply to Environmental Information form. NAME OF APPLICANT 77f- �i .�. _ . (Please Print) SIGNATURE OF APPLICANT DATE NAME OF PROPERTY OWNER (Please Print) SIGNATURE OF PROPERTY OWNER(S) IF NOT SAME AS APPLICANT: (Signature provides consent for app antto usesite for proposed activity),DATE DATE (Separate written authority by owner to submit application may be provided) NOTE: FALSE OR MISLEADING INFORMATION GIVEN IN THIS APPLICATION SMALL BE GROUNDS FOR DENYING APPLICATION. NAPPlicationsWinor Use Permit.doc October 29, 2007 Mr. Stephen Billings 52-680 Avenida Martinez La Quinta, CA 92253 SFILE COPY SUBJECT: MINOR USE PERMIT 07-972; CASITA: 52-_580 AVENIDA MARTINEZ Dear Mr. Billings: Your request for approval of Minor Use Permit 2007-972 allowing the construction of a casita at 52-680 Avenida Martinez, in La Quinta, is hereby approved. You may now contact the Building & Safety Department for your building permit. Enclosed is the approved original Deed Restriction for this Minor Use Permit. It must be signed by the owner 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 the City for our files. The Planning Department will sign the job card when the recorded copy is received, which would provide our clearance to the Building & Safety Department to issue the building final inspection. Until the recorded copy is received by the Planning Department, your Minor Use Permit is not complete and a final inspection will not be conducted by the Building & Safety Department. Should you have any questions, please call me at (760) 7 77-7125. Sincerely, ERIC CEJA Assistant Planner Attachments c. Building and Safety Department P.O. Box 1504 - LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLE TAMPICO - LA QUINTA, CALIFORNIA 92253 (760) 777-7000 -FAX (760) 777-7101 BMJ RECORDING REQUESTED BY: Stephen Billings 52-680 Avenida Martinez La Quinta, CA 92253 WHEN RECORDED PLEASE MAIL TO:. Stephen Billings 52-680 Avenida Martinez La Quinta, CA 92253 COVENANT AND AGREEMENT RESTRICTING THE USE OF THE RESIDENCES AT 52-680 AVENIDA MARTINEZ, LA QUINTA, CALIFORNIA This Covenant and Agreement are made and executed this 29th day of October, 2007 by Stephen Billings 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: APN 773-302-028: 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 (Minor Use Permit No. 07-972); 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 9.60.110 (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 unlessotherwise 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. By: 1. 2. 3. Signature(s) Dated: David Sawyer Planning Manager City of La Quinta Printed Name of all owner(s) /o -:Z& , co l Date 0 9 ALL PURPOSE NOTARY ACKNOWLEDGMENT(S) MUST BE ATTACHED IN 8 1/2 X 11" FORMAT, FOR EACH SIGNATURE. STATE OF CALIFORNIA) COUNTY OF RIVERSIDE) ss. CITY OF LA QUINTA) On ( c -a 01 -07 , before me, , Notary Public, personally appeared iA personally known to me or proved to me on the basis of satisfactory a idence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/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, Signature of the Notary ;Public PAMELA S. NIE?O Commladon # 1725211 Notary Public - California Rlveaids County MyCcrrM Feb2,2011 PAJO. p o S lam" . Or SV44 6c.)s1u - FXOM st, _ 4t" /v i �.._ _ Sat -TS' A 1GL;=e--tom _e, ac - if cowc116m cSL, - . 4(2.. 44Z t((t = lilt (111 1i11Ilifl1 y (�tf 1111 1Ift 'lilt --me Z&C)c . {oxours(DA)-s DF eac,_ Aa-- /Y VT—. _ t--'S,ss -/IAoo9' _ 12 ".. 11Y7m tltN .D r S -r -ti ,QI d -- a rG.. •_ c� co.�l�7fl �,cGTrv,�j 'ffttU, caAnp4-1 _.. OMIT 2 -DC> t P t r%ut a(OIV --1 _ M HA7v�CslG- Ck9 r:I:V r--XA Y ANN ZOO;* -- __ -5M957'(.r.-4,4 1c k57-96 R" 51..E !3 -fix - PTd IF sr /.._�fS_ , I A . xIF . AT....sT- ?¢ �rr S -1A,: - ` l et _-cv,,Y t-/ 0 S 7"�? P ____-,! (- - /Z0r_zanV %. __ 'IF tN� L�ct� --- d�l�t�i2�•�-t_ PIPE 30&8 /4'f -SC- x41772 bva/P,- A7 Ti 4/P�v!4 -PXQ P .sZ-ks . AU� 1770,10 "Imp r64( /-�u-�T'�ti3..a�--_Sffa<i.��'•�..--�ruos�.I�S_- �51-l�u- Bi 1A lG _ ._ VV- X -k Lii � t _-sp-r .�ll.0 EXT fl _IJA7 % .GL�Se-7- 7-c7 nln �-S _p ! ,4* z) car A -t3 - w � r_!� --T/c& 4�A1Ns�o_�-_' 7�©-- gis-" _r�_�►Erb-_e��..�BAfI� S'f IOGJ.Pt4— /`fWA 1j _'W `; CZINT/toi - VAWClE ' ME CLASS 2A 7- IA14 �,-- 4e* t L< �t - - --- -1 A--L-.jzi4! -e--- 1 r Pl26vrISE77 rt- 101Y t /al_Y Sof 1.c .K/�Z 4PPAO)!Ac..__ .. 3cso/y. v .._-sl�or��•c..�_ j�i��_�5_.��^��,,LA ���. l �tS�4�=ted. __ A u-- fadIz<7'1(::.-/1<0e,s�4Z-L -- �x-NA -7-e> �- �'T --Art- -r-ME//7 - : -j�rf�-/YT�-s r, . T' Com- u _..Jbrs:�'rs U) Al 44-- fi AI/'A..- .fit 7'� �3 ..=o%S',P _2-X, 4 Z5 u k�2 P,cs�rrl� N�tN• � u� .. �,�c�.r G1�'�L� �,.i�Y� �4�t/�1_..S�fs►EL.-. ,t3� �J_11t_� . t�,r (i`— y To i of Al D4 F-. FRAMING NOTES Typical Floor Sheathing 5/8 T&G CDX APA rated plywood with a anelindex of 32/16 (16"o.c. joists) and 40/20 (19.2" o.c. joistsT Alternate: APA rated O.S.B. (Oriented Strand Board), Refer to NER 108 for installation and conditions of use. Note: Use 3/4" T&G CDX APA Rated Plywood with a index of 48/24 if floor framing at 24"o.c. B.N.: 10d at 6"o.c. E. N.; 10d at 6"o.c. F.N.: 10d at 10"o.c. Use ring shank nails and glue plywood to framing. ' Typical Roof Sheathing 1/2" CDX APA rated plywood with a panel index of 24/0. Alternate APA rated O.S.B. (Oriented Strand Board). Refer to NER 108 for installation and conditions of use. B.N.: 8d common nail at 6"o.c. E.N.: 8d common , nail at 6"o.c. F.N.: 8d, common nail at 12"o,c. Lumber Grades 6x & 8x beams/headers: #1 DFL 4x beams and headers: #2 DFL 2x joists/ rafters: #2 DFL Top plates: D.F.L. stud grade or better Other Notes Uniform Building Code - Table 23-1--R-3 Balloon Framed Walls (nonbearing) stud heights: 24"i @ 16"o.c. maximum 14'-0" height 2x6's ® 16"o.c. maximum 20'-0" height No multiples of 2x4's are allowed to span more than '14'-0" Bearing walls exceeding 10'-0' must be designed case by case. All trusses designed by truss mfr, shall be designed to sustain any vertical, laterol 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 of this prior to choosing a truss mfr. i Each truss shall be legibly branded, marked or otherwise have permanently affixed thereto the following information located within 2 feet of the center of the soon 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. i NAILING SCHEDULE Connection Nailing* ' 1. Joist to sill or girder, toenail ........... ............ ............ ...... ......................... 3-8d 2. Briding to joist, toenail each end.............................................2-8d 3. 1%6 . sub -floor or less to each joist, face nail................2-8d 4. Wider than VW sub -floor to each joist, face noil.....3-8d 5. 2"sub-floor to joist or girder, blind and face nail..2-16d 6. Sole plate to joist or blocking, face nail ....... 16d @ 16"o.c. Sole plate to joist, at braced wall panel..(3) 16d per 16"7. s' Topplate to stud, end nail ..................................................... .................... 2-16d. 8. Stud to sole plate...................................................................4-8d, toenail or 2-16d, end nail 9. Double studs, face nail........................................................16d 4 24"o.c. 10. Double top plates; lap splice ........ :.................................................. 8-16d Double top plates, lop splice.........................................................:...3-8d 11. Blocking between joist or rafters totop plate, toe nail.......................................................... I ............. ............3-8d 12. Rim joist to top plate, toe nail.........................................8d @ 6"o.c. 13. Top plates, laps and intersections, face nail....................2-16d 14. Continuous header, tow pieces......................................16d 0 16"o,c. along each edge 15. Ceiling joists to plate, toenail......................:...................................3-8d 16. Continuous header to stud, toe nail................................`..........4--8d 17. Ceiling joists, laps over partitions face nail 3-16d 18. Ceiling joists Parallel rafters, face nail ........ .......... ...........3-16d 19. Rafter to plate, toe nail..... .................... .....3-8d 20. 1" Brace to each stud and plate, face nail....................2-8d 21.. 1"x8" Sheathing or less to each bearing, face noil..2-8d 22. Wider than 1"x8"sheathing to eachbearing, face nail.................................................................................3-8d 23. Built-up corner studs..........:....................................................16d ® 24"o.c. 24. Built-up girder and beams.......................................20d @ 32?o.c.@ Top and Bot. & Staggered 2-20d @ ends & each splice 25. 2" Planks...........................................................................2-16d ® each bearing *Note: Common or Box Nails may be used (U.N.0) r HEADM 'ROl�F�7-1tf . OFENIN6 NTINDOHV 12tv"H SILL fill-- ^ tl -^ 11111 SILL STRIP {# FRA HIND i ATTACH SILL STRIP OF Ft -"N6 HATERIALAT LEAST 12' YADE -HM T1s TOP B06e ArLIVIED HTH1 THE •TDF WOe Or THE RDIY-tI SILL. EXTEND TN5 SILL STRIP AT LEAST 14' 111112-fOND THE ECP6E OF TT -E ROUEN OPM% T=OR Y+1WOK 2' HEYOW Ti'[E W13 STRIP. I ATTACH fLAb}+Mb•YUTH WRIZOSM RESISTANT NAiL5 OR W15T•-1RE515TMT STAPLES.. 1 j HEAPM ! STRIP t7 3.16d MIN. j 112' CDX PLY SHEATHING E.N. W06•0C ' W1 Bd 0 6'16'112' a (COMMON NAILSjI .. - 2a ROOF RAFTERS WIR } � r eBATLINSUL-, 2XCEIUNGIOISTS �� Size. Spacing `•� 2X SOLID BLOCKING f 9,`1611 ITEAVM TOP Of- kONDC" OPENIN5, . 81-1011 WI FRAMING ANCHOR EA. BLOCK r 2x6 1212 - - DOUBLE TOP PLATE i 14'-5" 24" j WHERE STUCCO ISAPPLIED 1 20'-5$1 137GE OF 18'-411 OVEIPLYSHEAMNG Aft?OlN FLA)4E PROVIDE 2 -LAYERS OF THIE Yd OC31 FLANa INSTALL} kIRDON WO RG )&H OPENiN6 GRADE'D'PAPERUNDER LATH { OVER SILL ARD .JAJ48- FLAWING SilePS PM MAN L FA.GTLIRERIS , REMIT EMMTS. APPLY CONi1H )OUSIBF-AD OF SEALANT TO THE FACE 'i OF THE Y4INDOS'i5 TOP RAF16C A �GH1 714E HEAD FLA51 [IN& U/ER Tic DONi 1�.AH6E. TN�i5 ANOTHER STRIP 12' KVE PATH H'i1N A 2' MINIMUM LAP LEYOW THE JAMB 5TMF-,. 2X4 STUD WALL a 16-oc (OF STUD GRADE -MINIMUM) - - - R-139ATTINSUL -112-STAUCTIPLY, OS% ; OR STUCCO SHEAR PANEL ; (SEE PAGE 114) } 2X P.T. SiLLW151T X1X AB. @6m 2.112'x2.112'K114'PLATE WASHERS, , 3.112'CONC.STAB.6X6•WiAXW1.4WW ` RENOTE 15FOR EXPANSIVE Ob! 2- SAND BED, 6MILVAPORiiARRIEfi SEEk01E'A'-� / ` FOUNDATiONDVAENSKINS SHOWN BASED ON NAT. GRADE r `�. NON•EXPANSIVESOILS i C, s 13 DOWELS @24'OC. EXTEND 36'iNTOSLAB , (FOR TWO POUN � I ` i 1 1 Y` BAR 14 TOP/ 14 BAR, BOTTOM . I -` (SEE NOTE 15 FOR EXPANSIVE SOBS) NOTES ASTUCCOSNALLBEPROVIDED011ACORROSION•RESI5TAMWEEPSCREEO. WALL SECTION: SLAB -ON -GRADE CONSTRUCTION i r HEADM 'ROl�F�7-1tf . OFENIN6 NTINDOHV 12tv"H SILL fill-- ^ tl -^ 11111 SILL STRIP {# FRA HIND i ATTACH SILL STRIP OF Ft -"N6 HATERIALAT LEAST 12' YADE -HM T1s TOP B06e ArLIVIED HTH1 THE •TDF WOe Or THE RDIY-tI SILL. EXTEND TN5 SILL STRIP AT LEAST 14' 111112-fOND THE ECP6E OF TT -E ROUEN OPM% T=OR Y+1WOK 2' HEYOW Ti'[E W13 STRIP. I ATTACH fLAb}+Mb•YUTH WRIZOSM RESISTANT NAiL5 OR W15T•-1RE515TMT STAPLES.. 1 j HEAPM 4.0 CEILING ! STRIP t7 4.1 Use this span table for ceiling joists given the j APTER SLL STRIP 15 iN F11 -AGE, ATTACHI Wb® STRIP AT a. Dead load = 6.0 psf ' LEAST 12' WIDE KITH INSIDE B1C7E OF IFLASHtINS'ALi5NED c. Total deflection = L/240.0 Y1ITH H76L, of v�rlvoyt OFBNIr45; ' . - � r START wA o 5TRJP5 .1' eeL cA lie SILL STRIP AND'DCff�4D Size. Spacing JA 5 STRIPS 12' AIRIOV = THE LOM R E055E OF THE 2x4 121 9,`1611 ITEAVM TOP Of- kONDC" OPENIN5, . 81-1011 24" r 2x6 1212 % HEAD 5TRIF 14'-5" 24" j ;2x6 12" 20'-5$1 137GE OF 18'-411 24" Aft?OlN FLA)4E I APPLY A G0MT<H1101* SEAQ OF SE: LFMR TO THE BACK SM -& e OF THIE Yd OC31 FLANa INSTALL} kIRDON WO RG )&H OPENiN6 OVER SILL ARD .JAJ48- FLAWING SilePS PM MAN L FA.GTLIRERIS REMIT EMMTS. APPLY CONi1H )OUSIBF-AD OF SEALANT TO THE FACE 'i OF THE Y4INDOS'i5 TOP RAF16C A �GH1 714E HEAD FLA51 [IN& U/ER Tic DONi 1�.AH6E. TN�i5 ANOTHER STRIP 12' KVE PATH H'i1N A 2' MINIMUM LAP LEYOW THE JAMB 5TMF-,. 4.0 CEILING 17 JOISTS 4.1 Use this span table for ceiling joists given the following conditions, unless noted otherwise on plan. a. Dead load = 6.0 psf b. Live load 10.0 psf c. Total deflection = L/240.0 d. with ceiling drywall e. use #2 Douglas fir larch Size. Spacing Max. span 2x4 121 9,`1611 16'1 81-1011 24" 71-711 2x6 1212 161-0" 16" 14'-5" 24" 121_611 ;2x6 12" 20'-5$1 16" 18'-411 24" 151-9t1 ROOF VOLUME 2wr� Fa MIGMF 04;A1;a> fur z Fa a� 0 o4e 23tES Ma w'I M4 Tf"a cw"=ep IF' "Qlane 0_4M>0 cal W51MO a 2' �t A E-rA�t, ref cam v 15"TM MAY em C 11TED tN ILCJR e*vm +L e"Cam F R >�ntTIL�4Flotd ,orro .accmae • - M Z%S PL4QLnt r2>" IpB 4 24y 01-_ MAX SF'I OF N21AF1Fi�a 2XA 4'-O• AT 2X6 IRT=R5 UM 2-TX4 VAii..HY' 1r'3..ATL Crit@ AND C*I= 2X4 ALIGN.1M1.1 AT WFZEL. CV 2X8 IR,4mMFFB. At_TEf;h1"1E 2Xk0 VAL LE -r PL411M TO 13- AL;q' P LUr FF80W CP 2X6 RAI= P_;R* AI 7X4 r s� uc.;-= zxr wd-LMY t"LATF- 4%LJ9::;N mea Rif P`1QCNT CP 2X41 �. �?�46 0"1 15WI fFd F ..5. 3-Lbd tAA19-6 T0i NAILIM i2FZ TO VALL.J=Y PLATE ARE> -4-b6d NI4II.-9 AT VA -L -I T F°L.AlE TV i.-Ac.K AP -A- RA -MD RC10r- 04wi_ F7:2AMINC�. �iFALATtaLV � _ACC.94ft., `tCvY=�2 ET24NFIf kr TO fi7A FN 7o80Gp CIIIWATE - AS IWCXW A TFAJSB TOP ra-tc I 2>40 ?Wr>Cs1^ pGFela - APA {mTBD wynQF 2X4 CIIIR ZeX. R.4FTFpzr. TO HAVE 2-Wd t4ALL•5 04TO R=k3_= ZOA!@O AT WAC44 ,t 7X¢ fnAQLIN 'YO "Avtr 2_irbQ 'r4%= NA1LO ft-1T%Z' TF 1S6 Tar-' CM VER FRAMIIexAT Fa1c7CsG Ct•ad)F ANCI 1$.16ci FACE t AILS INTIO RAF-NTif2 FRIG my,io, a,rssaa - - i 1 ROOF VOLUME 2wr� Fa MIGMF 04;A1;a> fur z Fa a� 0 o4e 23tES Ma w'I M4 Tf"a cw"=ep IF' "Qlane 0_4M>0 cal W51MO a 2' �t A E-rA�t, ref cam v 15"TM MAY em C 11TED tN ILCJR e*vm +L e"Cam F R >�ntTIL�4Flotd ,orro .accmae • - M Z%S PL4QLnt r2>" IpB 4 24y 01-_ MAX SF'I OF N21AF1Fi�a 2XA 4'-O• AT 2X6 IRT=R5 UM 2-TX4 VAii..HY' 1r'3..ATL Crit@ AND C*I= 2X4 ALIGN.1M1.1 AT WFZEL. CV 2X8 IR,4mMFFB. At_TEf;h1"1E 2Xk0 VAL LE -r PL411M TO 13- AL;q' P LUr FF80W CP 2X6 RAI= P_;R* AI 7X4 r s� uc.;-= zxr wd-LMY t"LATF- 4%LJ9::;N mea Rif P`1QCNT CP 2X41 �. �?�46 0"1 15WI fFd F ..5. 3-Lbd tAA19-6 T0i NAILIM i2FZ TO VALL.J=Y PLATE ARE> -4-b6d NI4II.-9 AT VA -L -I T F°L.AlE TV i.-Ac.K AP -A- RA -MD RC10r- 04wi_ F7:2AMINC�. �iFALATtaLV � _ACC.94ft., `tCvY=�2 ET24NFIf kr TO fi7A FN 7o80Gp CIIIWATE - AS IWCXW A TFAJSB TOP ra-tc I 2>40 ?Wr>Cs1^ pGFela - APA {mTBD wynQF 2X4 CIIIR ZeX. R.4FTFpzr. TO HAVE 2-Wd t4ALL•5 04TO R=k3_= ZOA!@O AT WAC44 ,t 7X¢ fnAQLIN 'YO "Avtr 2_irbQ 'r4%= NA1LO ft-1T%Z' TF 1S6 Tar-' CM VER FRAMIIexAT Fa1c7CsG Ct•ad)F ANCI 1$.16ci FACE t AILS INTIO RAF-NTif2 FRIG my,io, a,rssaa - - ....Y.�I�1>IYlYII�IY■ DRAWING NUMBER 1 ....Y.�I�1>IYlYII�IY■ DRAWING NUMBER N FOR STUCCO I BRACED WALL PA 9FUN. 'N/2FORWOOD iii BRACEDWALLPANE 48'htN. f NOPRiETRATIONS PERMITTED IN r BRACED WALL PANELS 1 MINIMUM PANEL LENGTHS: ' PLYWOOD PANELS: NOT LESS THAN 25%OF BLDG. LENGTH STUCCO PANELS: NOT MS THAN 50% OF BLDG. LENGTH r•. STANDARD BRACED WALL PANELS (CBC 2320.11.3) SOLID BLK• ALL UNSUPPORTED PLYWOOD EDGES STRUCT1RiALPANELSHEATIM . IR'STRUCTIPLYOROSB W18d 1167 b'1 I t(CWAON NABS) NOTES ,r L WALLS SHALL NOT BE LUL fFSETMORE THAN 4'•C'FROM EACH OTHER j SHEAR PANEL TYPES SHALL NOT BE { COMBINED IN THE SAME LINE OF KSISTANCE — ,:; WALLOPTIW& 112' SIRUCT I PLY W! Bdla 6'! b'! 1 t OC TXi O SB T COO/ WWOVEN WIRE OR EXPANDED OVAL LATH W1 NQ•11 GA.M I-IM1116'HEAOS W1114-111MG; APPLESTONNUNGATALL STUDS, TOP & BOTTOM ELATES, & BLOCXMG. _ I5-0�hUJL 4 2Y -T MAX. BETWEEN BRACED WALL ANELS N EACH DIRECTION CONT. DOUBLE TOP PLATE - — HEADER IF 4X4EACH SN)F Of PANEL i b r J --------�I......---'--- ---a-------------------a--- -------- -----a--------•--- P.TDf:SRtPLATE'-• W-• .- a•-••'... FOOTING . MIN. ZANCHOR BOLTS PER PANEL —-------•--------•- ---------------------------------------------------- MAX.12'& MIN.S'fROMBREAX ---- i :., IN SIUPLATE , /4TOPbBOTTOM 1140FPANELVADTH 114 OFPANELWIDTH HOLD DOWN EACH SIDE OF PANEL IIBODI MW.CAPACITY)• TH3CXENf00T1NGASREQUIRED FOR BOLT EMBEDMENTDEPTH (NO HOLD DOWN REQUIRED FOR PANELS EXCEEDING 48' INWIDTH ALTERNATE BRACED WALL PANEL (CBC 2320.11.4 AS AMENDED BY LARUCP )- l•STORY,'U' OCCUPANCY ONLY (PRIVATE GARAGES, SHEDS, & AGRICULTURAL BUILDINGS) I LOCATE TS -1 EARTH— QUAKE STRAP WITH TENIONING BUCKLES WITHIN UPPER 1/3 OF WATER HEATER. LOCATE TS --1 EARTH— QUAKE STRAP WITH TENIONING BUCKLES 4" ABOVE CONTROLS ANCHOR LESS TO PLATFORM OR FLOOR. LAG STRAP SECURELY TO WALL FRAMING, 4 LAG BOLTS AND FENDER WASHERS. STRAP SHALL BE FRONT VIEW ENCIRCLED TIGHTLY AROUND WATER HEATER IN A MANNER ENCIRCLED DOES NOT DEPRESS INSULATION a o BLANKET. MINIMUM 1" NON METALLIC TOP MEW SPACER -- HEADER- FULL STUD - WIDTHBEARING HEADER! LINTEL TOP PLATE STUDS Y&tER• USE 2 TRIMMERS SPAN LST -T ORE ® BfMNG WALL S1UD•USEVUNG WHENSPANIS ORMORf a BEARING WALL SIU PLATE 4:12 MIN. SLOPEWII-LAYER TYPE IS EELT 2.12 TO 4:12 MW. SLOPE VATH SELF-SEALING ORHAND•SEALED COMP. SHINGLES1Vl 2 -LAYERS TYPE IS FELT ROOF SLOPE -COMP SHINGLES (C8C TABLE 15-0-1) ROOFSH£ATHING 1X ROGEBOARD- 7LARGDTTHAN ROOF �— 2XROOFRAFTER 0 -pi NOTCHING & BORING FLOOR JOISTS (NOTCHING NOT PERMITTED 1N MIDDLE 113 OF JOIST SPAN) �I� A NOTCHINGS BORING RAFTERS & COUNG JOISTS (NOECHINGNOTKW+4TFE01NMIDDLEI/30FRAF EROR)OWSPANI - SN'I@Y 51H'k>;L 50% MAX.OREACH 2 96 MAX 4 MNL 4 MAX• BORED STUD DOUBLED. NOT PERMITTED IN MORE THAN 2 DOUBLED STUDS BEARING PARTITIONS NON-BEARING PARTITIONS NOTCHING& BORING: WALLSTLIDS CBC 2320.11.912320.11,10, RAFTERSICEIL NG JOISTS CBC 2320.12 4 FLOOR JOISTS (CBC 2320 .3) 2X RIDGE BOARD i ROOF RAFTERS 2XPURUN•SAMES12EAS RAFTER 12 2X4 BRACE a 4'4r OC 4MUI.SLOPE 45' 4X4 BRACE FOR LENGTHS OVER 6-T Hit f -F OC ---2XSOUDBLOMNG `— 2XCEB.NGJO[STS 2X DOUBLE TOP PLATE 2XSTUD5 INTERIOR BEARIHGWALL ! PURLINS [CBC 2012.7) VOR ROOF PBCHNOT LESS THAN 4VERTICAL TO121iNIORTAL) Ij Ems• 4MW.SLOPEF CIE 2X SOLID BLOCKNG 2X DOUBLE TOP PLATE I 2X STUDS RAFTER TIES (COC 2320,12_6)_ _ RIDGE BOARD I I ROOF RAFTERS i 0 II , 7 - DRAWING NUMBER w i TRL WHEN OR M — RING STUDS 5.11' HEADER! LINTEL TOP PLATE STUDS Y&tER• USE 2 TRIMMERS SPAN LST -T ORE ® BfMNG WALL S1UD•USEVUNG WHENSPANIS ORMORf a BEARING WALL SIU PLATE 4:12 MIN. SLOPEWII-LAYER TYPE IS EELT 2.12 TO 4:12 MW. SLOPE VATH SELF-SEALING ORHAND•SEALED COMP. SHINGLES1Vl 2 -LAYERS TYPE IS FELT ROOF SLOPE -COMP SHINGLES (C8C TABLE 15-0-1) ROOFSH£ATHING 1X ROGEBOARD- 7LARGDTTHAN ROOF �— 2XROOFRAFTER 0 -pi NOTCHING & BORING FLOOR JOISTS (NOTCHING NOT PERMITTED 1N MIDDLE 113 OF JOIST SPAN) �I� A NOTCHINGS BORING RAFTERS & COUNG JOISTS (NOECHINGNOTKW+4TFE01NMIDDLEI/30FRAF EROR)OWSPANI - SN'I@Y 51H'k>;L 50% MAX.OREACH 2 96 MAX 4 MNL 4 MAX• BORED STUD DOUBLED. NOT PERMITTED IN MORE THAN 2 DOUBLED STUDS BEARING PARTITIONS NON-BEARING PARTITIONS NOTCHING& BORING: WALLSTLIDS CBC 2320.11.912320.11,10, RAFTERSICEIL NG JOISTS CBC 2320.12 4 FLOOR JOISTS (CBC 2320 .3) 2X RIDGE BOARD i ROOF RAFTERS 2XPURUN•SAMES12EAS RAFTER 12 2X4 BRACE a 4'4r OC 4MUI.SLOPE 45' 4X4 BRACE FOR LENGTHS OVER 6-T Hit f -F OC ---2XSOUDBLOMNG `— 2XCEB.NGJO[STS 2X DOUBLE TOP PLATE 2XSTUD5 INTERIOR BEARIHGWALL ! PURLINS [CBC 2012.7) VOR ROOF PBCHNOT LESS THAN 4VERTICAL TO121iNIORTAL) Ij Ems• 4MW.SLOPEF CIE 2X SOLID BLOCKNG 2X DOUBLE TOP PLATE I 2X STUDS RAFTER TIES (COC 2320,12_6)_ _ RIDGE BOARD I I ROOF RAFTERS i 0 II , 7 - DRAWING NUMBER w i