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MUP 2006-831I of La Quinta nunity Development Department 15 Calle'Tampico iinta, California 9223 777-7125 FAX: (760) 777-1233 OFFICE USE ONLY Case No. b(0-n'l 4 Date Recvd. 01 f 1q Zed (o Fee-tl'��-i Related Apps.: Logged in by: An Event of More Than 2,000 People, include Waste Reduction Info TION 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. + + + + + + + + ' w APPLICANT � L (Print) MAILING ADDRESS (�( I 61 t,ts0c,D L-ry Phone Nc .71Y) (9410-e2,3 0 CITY, STATE, ZIP: �-�� :v� vvv <�>tn4 c. t -* (,- A 52-&IFax No % /`a) S ` o — 2 t `Z b PROPERTY OWNER (If different): (Print) MAILING ADDRESS: CITY, STATE, ZIP: Phone Fax No. SEP 19 2006 PROJECT LOCATION: % - 2-c> 5— Mer' ivy Q��T L&4 PROPOSED USE AND/OR CONSTRUCTION (Including operational information): (attach sheets if neededl LEGAL DESCRIPTION (LOT & TRACT OR A.P.N.): AI8\Minor Use Permit Y Lt;' SUBMISSION REQUIREME O Plot Plan, floor plans and elevation plans (as determined by Community Development Department staff). Five (5) sets of plans on 8'/z" x I I" sheet or folded down to 8'/�" x I I". ❑ 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 9— 94-Y rvvoi Io &-' ,Z A aim SIGNATURE OF APPLICANT l/ _J�.��( / DATE 2—( �— 6 NAME OF PROPERTY OWNER ga'f ti D L --t> v�-6 P21 V� (Please Print) SIGNATURE OF PROPERTY OWNER(S) IF NOT SAME AS APPLICANT: DATE (Signature provides consent for applicant to 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. AIMinor Use Permit • IV, ay q_/ �0�✓ RLE COPY P.O. Box 1504 LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLS TAMPICO (760) 777-7000 LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7101 September 22, 2006 Mr. and Ms. Lombard 19191 Woodlands Lane Huntington Beach, CA 92649 SUBJECT: MINOR USE PERMIT 2006-831 CASITA, 57-205 MERION Dear Mr. and Ms. Lombard: Your request for approval of Minor Use Permit 2006-831, allowing the construction of a casita/guesthouse at 57-205 Merion 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 Community Development 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 Community Development 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) 777-7070. Very truly yours, YVNNE FRANCO Assistant Planner Attachments c. Building and Safety Department • RECORDING REQUESTED BY: Raymond G. & Michelle A. Lombard 19191 Woodlands Lane Huntington Beach, CA 92649 WHEN RECORDED PLEASE MAIL TO: Raymond G. & Michelle A. Lombard 19191 Woodlands Lane Huntington Beach, CA 92649 • COVENANT AND AGREEMENT RESTRICTING THE USE OF THE RESIDENCE AT 57-205 MERTON, LA QUINTA, CALIFORNIA This Covenant and. Agreement are made and executed this 22nd of September by Robert Smith, 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: LOT 6, TRACT 24801, APN: 762-031-013-7, 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. 2006-831); 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 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. By: 1. 2. 3. Signature(s) Dated: Le�diohnson Planning Manager City of La Quinta Printed Name of all owner(s) to STATE OF CALIFORNIA ) COUNTY OF RIVERSIDE ► ss. CITY OF LA QUINTA ) On September 25, 2006 , before me, Regenia Hensley, Notary Public, personally appeared LES JOHNSON personally known to me to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity, and that by his signature on the instrument the person or the entity upon behalf of which the person acted, executed the instrument. WITNESS my hand and official seal. (Seal) REC?(IIA HENSLEY Notary Public Commission # 1521423 Expiration: October 23, 2008 `:REGENIA HE"My Commission / 1�� Notary Public - Ck�f7 ; Riverside CO(jnfy' WComm.Expires(Xt M. APPROVED BY COMMU 11TY DEVELOPIMENT DEPARTMict.. BY DATE EXHIBIT CASE NO, L)Mks 7ES i ..e.■osss.0 'Ofai.IL.lebf�lO.00 ❑ w,^ r rll s.. nwa.a�wns,.swa fVd 9 wane. e.n�s s s...a T. �II O *•nia•�u ari�+•eo.oiiL ® fe,.N.memoora. Jo( • s esneri►��—� w.` Fd• r •waao ue�a.er�•.�. OA O ' n.•�p.Y m4R ALO A G — I 1 44 I I fo�••nwoon I DOOR SCHEDULE I I �„�+„ • ®�A•w. f.�sr�'a�w �w.AO01L.1O w .�. • I I iM ML• O.m.wrrnfwd,rrxrw I I wuaar ❑ fvLAmgpw a o wn 0.,rsiwan• O , Ae•f>•Ia.rSEMWW W se�rac�iow I 1 . fQ16001Mm, O "w I O •mer :o "Li3.rasrw I I twommlfam I ® ( � MLTfoaf ®/ �. fU ®"Dots Or,Vf 1 I sw LLwGaLLfiom•ooa. O �Aefwe.la®w rvo- ----- I :�. m O a ..... W O .mn.r Aes�id.rwsww WINDOW SCHEDULE • -- — O ❑ O.:a.ww.aL.ara.raa .m.-.�.. .w.r. . • Oi f� O OL `A.. .-w•.L...1 . O •i e•�i�oa L.�l.� OEa�� O �•ieiva'i.� .ps • � .vsLw.v •.n.e...fas r�s.os•�i �s..w-.w O.yo..vwn..w.f.a ams-.cioa Aswea sr♦,. w-..� �.� MOM Or—�.M—L.e Wmm wle.�•1r..• L .Ls.areweas.r ��.et �I Y..C11.1Aa. L .iur.....m.i.........e. ~Yb.O ELECTAICALLEGEND wALLLEGEND L .�.e•fi mw0m w.wrm1cIAb1�..1..D..1w..� • ....p.f10...tl1.�.. �f..1O�1ls..y0 L Yf.1.p.L.�.LS aw,m..rrw•.s .e.l.. E,AtrC o�/PI��01��OL�O f�rem.l...f.14�e..•O swm .o.r�fraw o�fu..s rl .eY.L.O.Y IiL..a. •.I�O.4P • . v40 tNl<s • wewtadr.®.smL 1t♦imf•D.SLm .I.C%mwftJa..CaO� nVOY feral.. wa. fLL..s. �.n0♦fIl• 0.10•f1.D. 111. rt�W .•, .ML.O..Lmi•ta.LD..�47.Y.��af1•w, t.ln� rD.le.r O • �Of 101 O AO• ��n O.a 0 nl�, 1�.nf.1r..I..asrw.. re.e rD.m,....e .. u, ■ ALL I.w f. Ll.�e•m4.O�.O t• .®�w�OF�..fY •w • .sawat sarlwesLs YMe.nw eRw.l eoso.c�.rr.�s.e.,.... t•caw rr. �sL•...eaw•, as,ss.c+.. ., arAe r•.ra f.lil O melefam L.osL• � �� faers.r.®AsIm FLOOR PLAN 1 o en 00 09/06/,06 WED 14:28 FAX 909 890 P+ 2 FNT wIUU1 Printed on 09-05-2006 Riverside County Tile Tax • Page 1 Printed at 2:36 PM 762-031-013-7 ORDER# Fidelity Title Customer Service Request Only Information is sourced from public records and Is deemed reliable, but is not guaranteed. Tax Year. 20052006 - Assessor's Pared 762-031413-7 Payments as of: 09/01/2006 . Described As: UNIT H64 CM 077M78 Address: 57205 MERION LA QUINTA 92253 City: LA QUINTA Billing Address: 57208 MERION LA QUINTA CA 92253 Assessed Owner(s); GAUDENTI ALAN GAUDENTI R013ERT W GAUDENTI ALAN Tax Rate Area: 020-021 Value Land: Use Code: RC Improvements: Cando/PUD wl private entry Personal Property: Region Code: Fixtures: Zoning Code: Inventory: Taxability Code: 0-00 Exemptions Homeowner: Tax Rate: 1.14089 % Inventory: Personal Property: Bill #: Issue Date: Religious - All Odw eligious:AllOdw Conveyance Date: 108,982.00 Conveying Instrument: 328,645.00 Date Transfer Acquired: Vesting: Year Built: Year Last Modified: Square Footage Land: Improvements: Tax Defaulted: JUN 2002 342470 NO Installment Amount Penalty Due Date Status Payment Date Balance 1 st 2,704.79 270.45 12/10/2005 PAID 11130/2005 2nd 2.704.79 290.46 04/1012006 PAID 02/2412006 Account Special Lien Description Amount W1859 68.2373 68-2376 664M COUNTY SERVICE AREA CITY OF LA QUINTA LDS & LTG CITY OF LA QUINTA WASTE DISPOSAL COACHELLA VALLEY MOSQUITO AND RIFA 9.98 35.80 131.04 8.80 684612 CHCL VLY AD 93-1 MNT FEE MLL4tS EXP 9.90 9:4934 CVWD SEWER CHC IMP 55 256.80 Jndertylno Parcels: 761-451-013 *** END OF REPORT *** 09106,/06 WED 14:28 FAX 909 890 2 RECORDING R ITED BY: Fidelity National Title Company Esraow X*.: 06.21016142-9E LOGO Na: CAFiM33-0943-0021.0021016142 Title Na: 06 17227 When Recorded Mail Document and Tax S'tirtement To: Mr. and Mrs. Raymond G. Lombard 57205 Merton La Qulnta, CA 92253 APN: 762-031-013 FtdT DOG # 2006-0115809 02/16/2006 Bs:OeA Fes -13.00 Page 1 of 3 Doc T tax Pald Recorded In Official Records County of Riverside Larry W. Ward Assessor, County Clerk 8 Recorder 11111111111 IN 11111111111111111111111111111111 GRA The undersigned grantor(s) dedare(s) Documentary t mnsfer tax is $918.50 [ X ] computed on full value of properly conveyed, or [ ] computed an full value less value of liens or encumbrances remaining at time of sale, L ] Unincorporated Area City of La Qulnta, U rs FOR A VALUABLE CONSIDERATION, receipt of which Is hereby ackmrMedged, Alan Gaudenti, a married man as his sole and separate property and Robert W. Gaudent], a married man as his sole and separate property hereby GRANT(S) to Raymond G. Lombard and Michelle A. Lombard, husband and wife as Co=unity Property the following described real property in the City of La Quinta, County of Riverside, State of California: See Exhibit A attached hereto and made a part hereof DATED: January 26, 2006 W O aPRIr, .�,. personally known to me sati9fae13er ldenee) to be the persons) whose name(s) o subscribed to the within in0ument and to me that Ya/ emcuted the same in j***A1gP audwr¢ed capaclty(ies), and that by Its el ignature(s) on the instrument the person(s), or the en ty upon behalf of winch the perso(s) acted, executed the instrument. C+OMMI IMP tome Witness my ha nd al seal, r. Signature (((�� ' MAI TAX ATICMWS AS DIRECTED ABOVE FD -213 (Rev 7/96) GRANT DEED (grant)() Q 002 09/00/06 WED 14:29 FAX 909 890 12 A Condominium Coniprlsing: FN'r � %J V V J EXHIBIT "ONE" Order No. 33317227 A) An undivided 1/19th interest in and to Lot 8.of Tract 24801, In the City of La Quinta, County of Riverside, State of California, as per Map recorded in Book 213, Pages 78 to 81 Of Maps, In the Office of the County Recorder of said County. Except Units H-52 to H-70, inclusive as shown on 0ii Condominium Plan recorded April 11, 1990 as Instrument No. 131414 of Official Records. 8) Unit H64 as shown on the Condominium Plan recorded April 11, 1990 as Instrument No. 131414 of Official Records. Said Condominium is subject to the Declaration of Covenants, Conditions and Restrictions for P -GA. West Residential Project, Riverside County, California recorded August 3, 1990 as Instrument No. 288874, in the Official Records of the County Recorder of said County and any amendments or supplements thereto (the "Declaration") and the Declaration and any amendments or supplements thereto are incorporated and made by a part hereof by this reference. Also except and reserving to the Grantor all oil and gas, hydrocarbon and other mineral rights below 600.00 feet beneath the surface of said land, without the right of surface entry. 2 (R"v. I I It 7104) 09/06/06 SPED 14:29 FAX 909 890 0192 FNT Government Code 27361.7 I certify undef penalty of perjury to the notary seal on the document to which this statement is attached reads as follows: Commission No.: Date Commission expires: _ '1- y- n.�.,..��.� .... County. Date: RESIDFNC''':: ADDITION 17 A R A N"' D M 720 IVI R) P� M ARD PION: 7620310131111111117 V1CINiTY MAP 8111E j a Lake ti C4F%Fii i�i�a Rerrrution a Arta Fazio Ln N Lake Cahu117a 7iae Quarry At La Quints bE �300rr ti 9(10it 4ortMVaad pye Blvd tiJ qJ \ P,1p0 West �1�lara Merrron Roe d a m 4 � � hers(° � 581h A4t Coral h�'o-untain Regional Park P ARCEL MAS 0 0 O`]IVOV- ^ 0 79850 57101 a92a " " , 57108 EXIST. GARAGE #2 = -6954 57121 0 57128 160 SF 56980 57131 ST138 A4.1 0 57141 57148 3,178 SF 57032 57151 371156 PA110 LATTICE = 302 SF TOTAL ADDITION SF — 0 51058. 57161 57168 TOTAL AREA ALL STRUCTURES: 57084. 5]1]1 57178 57181 57188 3 57110 5)136 17191 57198 57162. 5720, �'� $7208 . 5]211v� s731e 7 457228 57214- 57221 141 - 0 79940 -- 57240 57231 79920 799E - 37288 57241 57292 _3 ST235 7277 0 57275 � 0 57301 57295 51467 s7a91 0 57500 0 57515 57539, ,- 57583�� 57587 57611 5 ..3 � 57615 '0 0 County GIS s'..7041j57630 LANDSCAPING: 1. RE-ROUTE AND REWORK EXISTING LANDSCAPING IRRIGATION IN AREAS INTERUPTED BY NEW CONSTRUCTION. 2, IRRIGATION SYSTEM MUST REMAIN IN OPERATION DURING CONSTRUCTION AND UPON COMPLETION OF PROJECT. 3. ALL REPLACEMENT PLANTS CIF ANY) MUST BE SELECTED FROM THE APPROVED HOA PLANT LIST AND/OR MATCH EXISTING. COURSE `AREA ANALYSIS EXIST. GARAGE #1 = 480 SF EXIST. GARAGE #2 = 186 SF EXIST. COVERED PATIO — 160 SF EXIST. IST FLOOR (LIVING SPACE) = 2,352 SF A4.1 REFLECTED CEILING PLAN TOTAL EXISTING = 3,178 SF CASITA ADDITION = 245 SF PA110 LATTICE = 302 SF TOTAL ADDITION SF — 547 SF TOTAL LIVING SPACE (CASITA & HOUSE) = 2,899 SF TOTAL AREA ALL STRUCTURES: 3,724 SF ZONE OCCUPANCY CONST. TYPE A . OWNER NOTE: I. ALL 'OR EQUAL' SUBSTITIONS MUST BE SUBMITTED TO AND APPROVED BY THE BUILDING OFFICIAL PRIOR TO INSTALLATION OF THE ITEM. EXIST. RESIDENCE MR. AND MRS. LOMBARD 57205 MERION LA QUINTA, CA 92253 TEL: 714-840-8230 CONTACT: RAY LOMBARD ARCHITECT VERTREES A&E 532 EAST LAMBERT ROAD BREA, CA 92821 TEL/FAX: (714) 255-9645 / (714) 255-9646 CONTACT: JOE VERTREES, P.E., AIA LOT SIZE: 0.10 ACRES LEGAL DESCRIPTION: UNIT H64 CM 077/175 ,,PROPERTY TYPE: CONDOS VENT CALCULATIONS ADDITIONAL ATTIC AREA = 245 SF TOTAL VENTILATION TO AREA RATIO = 1/300 (PER UBC SEC 1505.3) FREE AREA REQUIRED = .82 SF OR 117.60 SQ.IN. (1/2 AT EAVES AND 1/2 AT RIDGE) 1/20F 117.60 S.F. = 58.80 SQ. IN. # OF 2.0" DIA. VENTS = 19 VENTS Z i REFERENCE SITE PLAN i/16CALE� M 61 a ET DEX ARCHITECTURAL A1.1 COVER SHEET A1.2 GENERAL NOTES A2.1 FIRST FLOOR PLAN A3.1 ELEVATIONS A4.1 REFLECTED CEILING PLAN A5.1 ROOF PLAN & SECTIONS STRUCTURAL S1.1 STRUCTURAL NOTES S1.2 STRUCTURAL DETAILS S1.3 STRUCTURAL DETAILS S2.1 FOUNDATION PLAN AND ROOF FRAMING PLANS ENERGY T24 TITLE -24 COMPLIANCE FORMS CURRENT CODES IN EFFECT: THE FOLLOWING CODES ARE IN EFFECT FOR THIS PROJECT: 2001 CALIFORNIA BUILDING CODE, ('01 CBC), 2001 CALIFORNIA PLUMBING CODE ('01 GPC), 2001 CALIFORNIA MECHANICAL CODE C'01 CMC), 2004 CALIFORNIA ELECTRICAL CODE ('04 CEG), AND 2005 CALIFORNIA ENERGY EFFICIENCY STANDARDS FOR RESIDENTIAL CONSTRUCTION AS ADOPTED BY THE LOCAL AUTHORITY. NOTE: STATE OF CALIFORNIA CODES ARE AMENDED AND REVISED MODEL CODES 1991, SUCH AS '97 UNIFORM BUILDING CODE '91 UBC, ETC. 0315 Ve tV 532 East Lambert Road Brea, CA 92821 tel. 714.255.9645 fax. 714.255.9646 www.vertreesae.com Architectural and Engineering Services 9/13/06 BLDG. RE -SUBMITTAL A6/31/06 BLDG. RE -SUBMITTAL A8/22/06 H.O.A. RE -SUBMITTAL QA 1/18/06 H,0 -A. SUBMITTAL QRpFESS/04 9 w No. 51908 N M EXP. 6-3D-08 s,. CML PROPOSED RESIDENTIAL ADDITION FOR MR. & MRS. LOMBARD 57205 MERION LA QUINTA, CA. 92253 Vertreea A<E stall retain all common law statutory and otYm reserved rights, tncludIng th9 oopylght for thla document ix,41i repremted dealgro and opeclFicatlomo. COVER ►HET DATE SCALE: DWN CHK Project No. 0315 A1.1 • I. IREMOVE EXISTING GARAGE DOOR 4 REPLACE WITH NEW GARAGE DOOR PER DOOR SCHED. 2. REMOVE EXISTING WALL, 3. REMOVE EXISTING COUNTERTOP. 4. REMOVE EXISTING PANTRY. 5. 1 -NEW COUNTERTOP. 6. 1NEW CONCRETE PATIO PER FOUNDATION PLAN. -I. TSHELF AND POLE. S. 1 REDUCED I -HR. RATED WALL OCG mi i'-10" WIDE X V-0" TALL, SLIDING GLASS DOOR FINISH AND OPTIONS AS SELECTED BY OWNER. FENESTRATION SURFACE #IS - _400 TEMP. 62.ro 5F. O71'-10" WIDE X 8'-0" TALL, SLIDING GLASS DOOR FINISH ANND OPTIONS AS SELECTED BY OWNER_ FENESTRATION SURFACE #fro - ,400 TEMP_ 62.6 SF_ OEXISTING 6'-3" WIDE X S'-0" TALL, SLIDING ms GLASS DOOR FINISH AND OPTIONS AS SELECTED BY OWNER. FENESTRATION SURFACE % - .400 TEMP. 50 5F. ID� 4'-0" WIDE X 6'-10" TALL, HALLOW -CORE POCKET DOOR FINISH AND OPTIONS AS SELECTED BY OWNER. OV-0" WIDE X V-0" TALL, SOLID -CORE DOOR ID>; FINISH AND OPTIONS AS SELECTED BY OWNER 6'-0" WIDE X V-0" TALL, SLIDING GLASS DOOR FINISH AND OPTIONS AS SELECTED BY OWNER. FENESTRATION SURFACE #i. 530 TEMPERED. 64 SF_ 2'-6" WIDE X 6'-8" TALL, HALLOW -CORE DOOR FINISH AND OPTIONS AS SELECTED BY OWNER. �a 2'-6" WIDE X 6'-0" TALL, SOLID -CORE DOOR FINISH AND OPTIONS AS SELECTED BY OWNER. 5'-0" WIDE X -1'-0" TALL, ROLL -UP GARAGE DOOR FINISH AND OPTIONS AS SELECTED BY OWNER. FLUM5ING NOTES: 1. PROVIDE A NON-REMOVA3LE BACKFLOW PREVENTION DEVICE ON ALL EXTERIOR HOSE BIBS_ 2. PROVIDE PRESSURE REGULATOR FOR WATER SERVICE WHERE STATIC PRESSURE EXCEEDS 80 PSI. 3. PROVIDE A COMBINATION PRESSURE AND TEMPERATURE RELIEF VALVE AT ALL WATER HEATERS, SET TO OPEN AT NOT MORE THAN 150PS1. DRAIN PIPE SHALL EXTEND TO OUTSIDE OF BUILDING AND TERMINATE NOT MORE THAN 2 FEET NOR LESS THAN 6 INCHES ABOVE THE GROUND AND POINT DOWNWARD WITH THE END UNOBTRUCTED. ANYOTHER TERMINATION LOCATION SHALL REQUIRE APPROVAL BY THE BUILDING OFFICIAL_ WINDOW NOTES: I. ALL NEW WINDOWS TO BE DUAL GLAZED AND HAVE A MAX..40 U -FACTOR AND A MAX. 35 5HGC CLOW "E"). 2. ALL EXTERIOR WINDOWS WILL BE CERTIFIED FOR AN 80 MPH WIND PRESSURE WITH EXPOSURE C. 3. ALL TEMPERED GLASS IDENTIFICATION MUST BE ETCHED OR CERAMIC FIXED ON THE GLASS AND BE VISBLE. DOOR NOTES: 1. ALL DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. FOR RESIDENCE OCCUPANCIES WITH OCC. LOAD LESS THAN 10 DOORS MAY BE PROVIDED WITH A NIGHT LATCH, DEAD BOLT OR SECURITY CHAIN, PROVIDED SUCH DEVICES ARE OPENA5 LE FROM THE INSIDE WITHOUT THE USE OF A KEY OR TOOL AND IS MOUNTED AT A HEIGHT NOT TO EXCEED 48" AFF (CBC SEC 10033_i.BJ. = DUPLEX OUTLET �AFGI ARG -FAULT CIRCUIT INTERRUPTER DUPLEX OUTLET _QGFI = GROUND -FAULT INTERRUPTER DUPLEX OUTLET NOTE: PROVIDE WEATHER PROTECTION FOR ALL RECEPTACLES INSTALLED OUTDOORS. FLOOR PLAN SCALE: 77 7 �11�4" = 1'-0" V-11" WIDE X 6'-0" VINYL WINDOW W/ DUAL GLAZING - PICTURE_ FENESTRATION SURFACE #14 - _400 - 31.4 S.F. TEMP. OV -I1" WIDE X 8'-0" VINYL WINDOW W/ DUAL GLAZING - PICTURE, FENESTRATION SURFACE #12 - _4OO - 31.4 S.F. TEMP_ OEXISTING-: V-3" WIDE X V -O" VINYL WINDOW W/ DUAL GLAZING - PICTURE. FENESTRATION SURFACE 010 - _400 TEMP. 24 S.F. n V-0" WIDE X 2'-0" VINYL WINDOW W/ DUAL tt��JJ GLAZING - PICTURE. FENESTRATION SURFACE #2 - .400 - 4 $F_ O2'-0" WIDE X 2'-0" VINYL WINDOW W/ DUAL GLAZING - PICTURE. FENESTRATION SURFACE 03 - .400 - 4 S.F. 2'-0" WIDE X 2'-0" VINYL WINDOW W/ DUAL �J GLAZING - PICTURE, FENESTRATION SURFACE #4 - .400 - 4 SF_ O2'-0" WIDE X 2'-0" VINYL WINDOW W/ DUAL GLAZING - SLIDER. TEMPERED FENESTRATION SURFACE S -. 400 - 4 S.F. NEW WOOD STUDS WALL. SEE -- STRUCTURAL FOR STUD SIZE AND SPACING_ PROVIDE MIN. 1/2" GYP BOARD AT INTERIOR. SEE ELEVATIONS FOR EXT. FINISH. - EXISTING WOOD STUD WALL. FIELD VERIFY SIZE AND FINISH. E — — — — — DEMOLISH EXISTING WALL (PROVIDE SHORING PRIOR TO REMOVAL) 0315 532 East Lambert Road Brea, CA 92821 tel. 714.255.9645 fax. 714.255.9646 www.vertreesae.com Architectural and Engineering Services A1/18/06 H.O.A. SUBMITTAL O eRpr ESS/pN l q Ld o No. 51908 (-n rrr, EXP. 6-30-08 qTF OF CAL\F p� PROPOSED l FOR � s • 57205 MERION LA QUINTA, CA. 92253 Vertrees A4E shall retain all common law statutory and other reserved righto, including the copyrlght for this document tncfudfng represented designs and specifications. DATE DWN SCALE: CHK Project No. 0315 SEPARATION PER GBG SECTION 302.4, EXCEPTION #3_ PROVIDE MIN. ONE LAYER OF 5/8" TYPE -X GYPSUM BOARD FROM FOUNDATION TO UNDERSIDE OF ROOF, NAIL OR SCREW TO WOOD FRAMING AND FIRE TAPE ALL JOINTS. 9. EXISTING WATER SERVICE AND HOSE 5115. 10. NEW TAKAGI T -K JR. TANKLE56 WATER ' HEATER INSTALL AND VENT PER MANUFACTURER'S SPECS. (www.takagt.com) 11. REMOVE EXISTING CEILING FOR NEW LATTICE PER PLAN. . C NOT USED 13. EXISTING 100 AMP ELECTRICAL PANEL. 14. PROVIDE WATER-RESISTANT GYPSUM BOARD AT TUB OR SHOWER ENCLOSURE MATERIALS TO A HEIGHT OF 10" MINIMUM ABOVE THE DRAIN OUTLET. (CBC 501.1.3) mi i'-10" WIDE X V-0" TALL, SLIDING GLASS DOOR FINISH AND OPTIONS AS SELECTED BY OWNER. FENESTRATION SURFACE #IS - _400 TEMP. 62.ro 5F. O71'-10" WIDE X 8'-0" TALL, SLIDING GLASS DOOR FINISH ANND OPTIONS AS SELECTED BY OWNER_ FENESTRATION SURFACE #fro - ,400 TEMP_ 62.6 SF_ OEXISTING 6'-3" WIDE X S'-0" TALL, SLIDING ms GLASS DOOR FINISH AND OPTIONS AS SELECTED BY OWNER. FENESTRATION SURFACE % - .400 TEMP. 50 5F. ID� 4'-0" WIDE X 6'-10" TALL, HALLOW -CORE POCKET DOOR FINISH AND OPTIONS AS SELECTED BY OWNER. OV-0" WIDE X V-0" TALL, SOLID -CORE DOOR ID>; FINISH AND OPTIONS AS SELECTED BY OWNER 6'-0" WIDE X V-0" TALL, SLIDING GLASS DOOR FINISH AND OPTIONS AS SELECTED BY OWNER. FENESTRATION SURFACE #i. 530 TEMPERED. 64 SF_ 2'-6" WIDE X 6'-8" TALL, HALLOW -CORE DOOR FINISH AND OPTIONS AS SELECTED BY OWNER. �a 2'-6" WIDE X 6'-0" TALL, SOLID -CORE DOOR FINISH AND OPTIONS AS SELECTED BY OWNER. 5'-0" WIDE X -1'-0" TALL, ROLL -UP GARAGE DOOR FINISH AND OPTIONS AS SELECTED BY OWNER. FLUM5ING NOTES: 1. PROVIDE A NON-REMOVA3LE BACKFLOW PREVENTION DEVICE ON ALL EXTERIOR HOSE BIBS_ 2. PROVIDE PRESSURE REGULATOR FOR WATER SERVICE WHERE STATIC PRESSURE EXCEEDS 80 PSI. 3. PROVIDE A COMBINATION PRESSURE AND TEMPERATURE RELIEF VALVE AT ALL WATER HEATERS, SET TO OPEN AT NOT MORE THAN 150PS1. DRAIN PIPE SHALL EXTEND TO OUTSIDE OF BUILDING AND TERMINATE NOT MORE THAN 2 FEET NOR LESS THAN 6 INCHES ABOVE THE GROUND AND POINT DOWNWARD WITH THE END UNOBTRUCTED. ANYOTHER TERMINATION LOCATION SHALL REQUIRE APPROVAL BY THE BUILDING OFFICIAL_ WINDOW NOTES: I. ALL NEW WINDOWS TO BE DUAL GLAZED AND HAVE A MAX..40 U -FACTOR AND A MAX. 35 5HGC CLOW "E"). 2. ALL EXTERIOR WINDOWS WILL BE CERTIFIED FOR AN 80 MPH WIND PRESSURE WITH EXPOSURE C. 3. ALL TEMPERED GLASS IDENTIFICATION MUST BE ETCHED OR CERAMIC FIXED ON THE GLASS AND BE VISBLE. DOOR NOTES: 1. ALL DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. FOR RESIDENCE OCCUPANCIES WITH OCC. LOAD LESS THAN 10 DOORS MAY BE PROVIDED WITH A NIGHT LATCH, DEAD BOLT OR SECURITY CHAIN, PROVIDED SUCH DEVICES ARE OPENA5 LE FROM THE INSIDE WITHOUT THE USE OF A KEY OR TOOL AND IS MOUNTED AT A HEIGHT NOT TO EXCEED 48" AFF (CBC SEC 10033_i.BJ. = DUPLEX OUTLET �AFGI ARG -FAULT CIRCUIT INTERRUPTER DUPLEX OUTLET _QGFI = GROUND -FAULT INTERRUPTER DUPLEX OUTLET NOTE: PROVIDE WEATHER PROTECTION FOR ALL RECEPTACLES INSTALLED OUTDOORS. FLOOR PLAN SCALE: 77 7 �11�4" = 1'-0" V-11" WIDE X 6'-0" VINYL WINDOW W/ DUAL GLAZING - PICTURE_ FENESTRATION SURFACE #14 - _400 - 31.4 S.F. TEMP. OV -I1" WIDE X 8'-0" VINYL WINDOW W/ DUAL GLAZING - PICTURE, FENESTRATION SURFACE #12 - _4OO - 31.4 S.F. TEMP_ OEXISTING-: V-3" WIDE X V -O" VINYL WINDOW W/ DUAL GLAZING - PICTURE. FENESTRATION SURFACE 010 - _400 TEMP. 24 S.F. n V-0" WIDE X 2'-0" VINYL WINDOW W/ DUAL tt��JJ GLAZING - PICTURE. FENESTRATION SURFACE #2 - .400 - 4 $F_ O2'-0" WIDE X 2'-0" VINYL WINDOW W/ DUAL GLAZING - PICTURE. FENESTRATION SURFACE 03 - .400 - 4 S.F. 2'-0" WIDE X 2'-0" VINYL WINDOW W/ DUAL �J GLAZING - PICTURE, FENESTRATION SURFACE #4 - .400 - 4 SF_ O2'-0" WIDE X 2'-0" VINYL WINDOW W/ DUAL GLAZING - SLIDER. TEMPERED FENESTRATION SURFACE S -. 400 - 4 S.F. NEW WOOD STUDS WALL. SEE -- STRUCTURAL FOR STUD SIZE AND SPACING_ PROVIDE MIN. 1/2" GYP BOARD AT INTERIOR. SEE ELEVATIONS FOR EXT. FINISH. - EXISTING WOOD STUD WALL. FIELD VERIFY SIZE AND FINISH. E — — — — — DEMOLISH EXISTING WALL (PROVIDE SHORING PRIOR TO REMOVAL) 0315 532 East Lambert Road Brea, CA 92821 tel. 714.255.9645 fax. 714.255.9646 www.vertreesae.com Architectural and Engineering Services A1/18/06 H.O.A. SUBMITTAL O eRpr ESS/pN l q Ld o No. 51908 (-n rrr, EXP. 6-30-08 qTF OF CAL\F p� PROPOSED l FOR � s • 57205 MERION LA QUINTA, CA. 92253 Vertrees A4E shall retain all common law statutory and other reserved righto, including the copyrlght for this document tncfudfng represented designs and specifications. DATE DWN SCALE: CHK Project No. 0315 ?.aZi+"3:i�.i+��.u'"3.iii..�a..�.i►u+:�.ivi+u"i■.►.�.■i/.A.i�.i�.:�.i�.�+.iN:�:�.:.R.i►.i�.iw:►:ir.^.�aiaiai�.i+.iu a■�.�.vr■a.�■�.a►..�..�ur.a j �„"`•.�Y .. ,..4 '.�..1'"'.. �.. �'vw.•.�.a`•""�.IR.A.....►..A.a....M�....,..Iaa�...........►.II.1►'.�.`'Z...�./�..�./..�.tln..�`.'� w..4�.... .I�.....�..A....n ►wa.�...�.•...R...1.ia.�►.....�...u......�.�►..►.�►.....�..�wr�.i►.�.�..�..r.a...�a..Rwaa.�uia�...+.�►..�..�.�c..R.� ,.�..Rwa,..�>�.r..�.ac..R.r .'.'wi/^.1��.`.%1.�.�'"`•...1�.�...%�:: �'"..►.r.'".�.�ivwV..r�.•I..�v..>�.%1.1�.�.r.�.ti^'d�..�.a.�.1�.I►'^.>�Vliii..'"'.I4A.1R.1� i.iii.�`.�'iR:..�..�.�.N..�.......1� �I1.1l1�.�1�.�./►��.^.�1^.A.�.�it.�.I.�l�.�l�l�.�.�.^.�t�.�.^l�lAl�tt f� lel^.�1= ��.�1�.��.A.�1�./ C, r�� .�a..�a......aC's..� ..�....a.....ra......�:�i....�..�.....a..�...........R:.w ,"Za ....i .'i�:iZ...v� _ .',�..r..►......�...L..K...iii..u'.'�....ac..ra......r..�.�...�..r..�..�..�.........,.�...1.�'.�.raa..r .....r'v�i'..►... '�.w�..►. r ..uw�+. w.wa.�a..�..aw.�waaarw.v..+.r+..� .1 '' ,'.....�a�.�.l'""..►.,..,. ..a..+.+..'mil'�..�i...►,+...�..r.,+..■_......w.�........�.■_.y_....'.�.4.'.�. ...v�'_�'..�.� , .� EVERY I,ID00 SF. OF ATTIC AREA. 5. NEW LATTICE WITHIN EXISTING OVERHANGS PER PLAN. 5 6. NEW WINDOW PER PLAN. - - - - - 1. EXISTING WINDOW PER PLAN. 9'-ID� EXISTING _ SOFFIT HEIGHT 5 -- EXISTING _ger 1 011 S- NEW DOOR PER PLAN. 50�FiT HEIGHT 9. EXISTING DOOR PER PLAN. 10. EXISTING STUCCO. 11. NEW DRAPERIES �s MOUNTED WITHIN EXISTING COVERED PAT ! 12. NEW FENCE - ALIGN WITH EXISTING NEIGHSOR'S FENCE. - FINISH: STUCCO AND PAINT TO MATCH EXISTING FE E. T.O.P. OFFICE ki- KEYNOTES I. i/8" THIO THREE COAT STUCCO APPLIED OVER F.S. WELDED WIRE FABRIC LATH (NO. I(o B.W. GAUGE) 2"X2" NAILED W/ 1 z" LONG NO. it GAUGE NAILS a 6" O.C. 'v EA. BEARING POINT, OVER WATERPROOF BUILDING PAPER (60 MIN.) OR ASPHALT- SATURATED RAG -FELT. TWO LAYERS OF GRADE D PAPER SHALL BE APPLIED OVER ALL WOOD BASE SHEATHING. CORNERS: MATCH EXIST TEXTURE: TO MATCH EXISTING, SMOOTH, PAINT COLOR: TO MATCH EXISTING. 2. WEEP SCREED: PROVIDE CORROSION RESISTANT (G.1) 24GA WEEP SCREED AT BOTTOM EDGE OF STUCCO AT OR BELOW THE 12 4 FOUNDATION PLATE LINE AND MIN. 4" ABOVE THE EXTERIOR GRADE (MIN. 2" ABOVE PAVED 4 SURFACES). CBG SEC. 2506.5. 3. ROOF TRIMMING TO MATCH EXISTING OR AS SELECTED BY OWNER- WNERT_0 10 4. ROOFTILE - MAX. 8.5 P.S.F. CLAY ROOF TILE. — WHICH MEETS THE FOLLOWING REQUIREMENTS: A. PROVIDE A MINIMUM CLASS A ROOFING MATERIAL WITH AN ICBO OR UL LISTING. ROOFING MATERIALS SHALL BE INSTALLED TO MEET HIGH WIND EXPOSURE "C" CONSTRUCTION -� REQUIREMENTS. ALL ROOFING MATERIAL MUST OVERHANG THE EDGE OF THE ROOF SURFACE. PLYWOOD ROOF SHEATHING IS lID REQUIRED UNDER ALL ROOFS. B. TILE ROOFING SHALL BE INSTALLED AS REQUIRED FOR HIGH WIND AREAS. F.S. ENFORCEMENT OF THE INSTALLATION SHALL BE THE RESPONSIBILITY OF THE ROOFING CONTRACTOR BUILDING -1 EXISTING ?ADDITION DEPARTMENT INSPECTOR MAY ONLY 8 1 2 SPOT CHECK TO OBSERVE PROPER INSTALLATION. PROVIDE THE FOLLOWING- 1. I. PLYWOOD SHEATHING. 11. 30 POUND FELT UNDERLAYMENT. ELEVATION_ SOLE 114" = I' -oil Ill. EAVE CLIPS. IV. APPROVED ROOFER'S MASTIC -- - FOR RIDGES, HIP, AND RAKE TILES. FIELD NAILINe- FOR EACH TILE. C_ ROOF VENTS PER 9-1' UBC SEC. 15053- B O'HAGIN CLOAKED VENT TILE op (WWW.OHAGINVENT.COM) MODEL NO./PROFILE AS REQUIRED TO MATCH ROOF TILE. PROVIDE MIN. 1 SQUARE FOOT OF NET -FREE AREA PER 150 SQUARE FEET. OF ATTIC AREA. FOR MAIN ROOF PROVIDE APPROX. IS O'HAGIN VENTS EAVENLY SPACED AT ONE COURSE FROM THE RIDGE AND APPROX. 15 - O'HAGIN VENTS AT ONE COURSE UP FROM THE EAVE. ON LOWER ROOFS PROVIDE 5 O'HAGIN VENTS AT RIDGE (OR HIGH e' SIDE) AND 5 VENTS AT THE EAVES FOR ?.aZi+"3:i�.i+��.u'"3.iii..�a..�.i►u+:�.ivi+u"i■.►.�.■i/.A.i�.i�.:�.i�.�+.iN:�:�.:.R.i►.i�.iw:►:ir.^.�aiaiai�.i+.iu a■�.�.vr■a.�■�.a►..�..�ur.a j �„"`•.�Y .. ,..4 '.�..1'"'.. �.. �'vw.•.�.a`•""�.IR.A.....►..A.a....M�....,..Iaa�...........►.II.1►'.�.`'Z...�./�..�./..�.tln..�`.'� w..4�.... .I�.....�..A....n ►wa.�...�.•...R...1.ia.�►.....�...u......�.�►..►.�►.....�..�wr�.i►.�.�..�..r.a...�a..Rwaa.�uia�...+.�►..�..�.�c..R.� ,.�..Rwa,..�>�.r..�.ac..R.r .'.'wi/^.1��.`.%1.�.�'"`•...1�.�...%�:: �'"..►.r.'".�.�ivwV..r�.•I..�v..>�.%1.1�.�.r.�.ti^'d�..�.a.�.1�.I►'^.>�Vliii..'"'.I4A.1R.1� i.iii.�`.�'iR:..�..�.�.N..�.......1� �I1.1l1�.�1�.�./►��.^.�1^.A.�.�it.�.I.�l�.�l�l�.�.�.^.�t�.�.^l�lAl�tt f� lel^.�1= ��.�1�.��.A.�1�./ C, r�� .�a..�a......aC's..� ..�....a.....ra......�:�i....�..�.....a..�...........R:.w ,"Za ....i .'i�:iZ...v� _ .',�..r..►......�...L..K...iii..u'.'�....ac..ra......r..�.�...�..r..�..�..�.........,.�...1.�'.�.raa..r .....r'v�i'..►... '�.w�..►. r ..uw�+. w.wa.�a..�..aw.�waaarw.v..+.r+..� .1 '' ,'.....�a�.�.l'""..►.,..,. ..a..+.+..'mil'�..�i...►,+...�..r.,+..■_......w.�........�.■_.y_....'.�.4.'.�. ...v�'_�'..�.� , .� EVERY I,ID00 SF. OF ATTIC AREA. 5. NEW LATTICE WITHIN EXISTING OVERHANGS PER PLAN. 5 6. NEW WINDOW PER PLAN. - - - - - 1. EXISTING WINDOW PER PLAN. 9'-ID� EXISTING _ SOFFIT HEIGHT 5 -- EXISTING _ger 1 011 S- NEW DOOR PER PLAN. 50�FiT HEIGHT 9. EXISTING DOOR PER PLAN. 10. EXISTING STUCCO. 11. NEW DRAPERIES �s MOUNTED WITHIN EXISTING COVERED PAT ! 12. NEW FENCE - ALIGN WITH EXISTING NEIGHSOR'S FENCE. - FINISH: STUCCO AND PAINT TO MATCH EXISTING FE E. T.O.P. OFFICE ki- F.S. OFFICE '-011 10 2 2 S S 2 S lID L;Abi1 1 1� SCALE: Sc,�L1 ` ELEVATIONEAST SCALE r 114" 1'-011 iUTH 114" = 1'-011 f 11411 = i'-ID11 532 East Lambert Road Brea, CA 92821 tel. 714.255.9645 fax. 714.255.9646 www.vertreesae.com Architectural and Engineering Services a9/13/ID(o BLDG. RE -SUBMITTAL A8/31/06 BLDG. RE -SUBMITTAL AB 0/22/0(o H.O.A_ RE -SUBMITTAL A7/18/0b N.O.A. SUBMITTAL Q Q�OFESS/ON � v� Q) � w No. 51908 cf) m EXP. 6-30-09 s� CIVIC qTF OF CA��Fp� PROPOSED L FOR MR. & MRS. LOMRAR® 57205 MERION LA QUINTA, OA. 92253 Vertrees A4E shall retain all common law statutory and other reserved rights, including the copyright for this doaAent including represented designs and specifications. DATE DWN SCALE: CHK Project No. 0315 f rJ Nil -1 d Mir J� 1. 1/2" G'Y'P. BOARD CEILING. COMERS: SQUARE. 1W Ir TEXTURE: TO MATCH WALLS, COLOR. AS SELECTED ve BY OWNER 2. EXIST. CEILING. 3: NEW WOOD LATTICE PER— FRAMING PLAN. DARK BROWN STAIN FINISH. 4: 22" WIDS X 30" ATTIC ACCESS WITH MIN: std" CLR 532 East Lambert Road DOWN LIGHT FIXTURE 4" DIA UNOBSTRUCTED HEADROOM (C5C SEC.. 15051) AND Brea, 'cA 92821 WEATHERSTRIP OR. SEAL AT ALL EDGES TO tel: 714.255.9645 PREVENT DRAFTS. flax. 714.255.9646 SPLIT TYPE HVAC, UNIT -- PANASONIC= WHISPER WwW:vertreesa.eam COVER 15Y U.L. OR EQUIVALENT BREEZE MODEL #CS-A18CKPG (www.panaaonlc.com) INSTALL PER MANUFACTURER'S SPECS. ro. NEW DRAPERIES WITHIN EXISTING COVERED CEILING MOUNTED LIGHT FIXTURE oVERI�IANG. Architectural and I. EXIST. STUCCO SOFFIT = WALL MOUNTED LIGHT FIXTURE AS Engineering S. REDUCED I -HR. RATED CEILING OCC. SEPARATION SELECTED BY OWNER. PER CBC SECTION 302;4; EXCEPTION 05. PROVfR?E Services FLOUR. UNDER CABINET LIGHTING MIN. ONE LAYER OF .5/S" TYPE =X GYPSUM 15OAi NAILED OR SCREWED TO WOOD FRAMING AND FIRE Li TAPE ALI- JOINTS. SURFACE 'MOUNTEDFLOUR 'LIGHT -------f 0"'HTING N"TES TITLE 24/LIU0 U /, 1. TITLE 24 LIGHTING REQUIREMENTS �� KITCWE;NS. AT LEAST 14ALF THE INSTALLED WATTAGE OF LUMINAIRES IN KITCHENS SHALL BE ! I J 1 HIGH EFFICACY AND Tt:-fI=-ONES" TI=IlXT'ARI; NOT- I { S I MUST BE SWITC1 IED SEPARATELY. LIGHTING IN' BATHROOMS GARAGES LAUNl5i R 0M_ $ AND UTILITY ROOMS. ALL LUMINAIRES \ SHALL EITHER BE HIGH. EFFICACY OR SHALL BE I / _ I CONTROLLED � BY AN OCCUPANT SENvOR / OTHE Qs,? / 1 R R04?M5_ ALL. LUMINAIRES SHALL. EITHER BE. i C Cwt' OR 6I -FALL BE CONTROLLED- MY AN OCCUPANT SENSOR OR DIMMER. CLOSET THAT ARE LESS THAN 70 SQUARZ FOOT ARE EXEMPT FROM _. THIS RE OUTDOOR LIGaHTING ALL LUMINAIRES MOUNTED TO 6 4%- THE., 5UILD.ING 0 ,,R: TO o7 HER..I3UILDIN��6. UN: THE:. Q- C SAME LOT SHALL BE HIGH EFFICACY LUMINAIRES _._-- OR SHALL BE CONTROLLER 5Y A PHOTOCONTROL/I" (OTION SENSOR COMJ3INATION. -------- _ _W 2. LUMINAIRES TH=AT ARE RECESSED INTO INSULATED FOR INSULATION CONTACTCEILINGS ARE QUED TRATED I) SOIBE RATETHAT INSULATION CAN BE PLACED OVER. THEM. THE HOUSING OF THE LUMINAIRE SHALL BE AIRTIGHT TO PREVENT CONDITIONED? AIR ESCAPING INTO" THE 41L LNG CAVITY OR. ATTIC, UNCONDITIONED AIR INFILTRATING FROM THE CEILING OR ATTIC INTO- THE CONDITIONED SPACE. 3. A HIGH EFFICACY LUMINAIRE IS ONE THAT CONTAINS- ONLY HIGH.: EFFICACY LAMPS- AND- MUST NOT CONTAIN A CONVENTIONAL (MEDIUM) SCREW -15A850 SOCKET. TYPICALLY, HIGH EFFICACY LUMINAIRESCONTAIN,PIN-(BASED SOCKETS, LIKE COMPACT OR LINEAR FLUORESCENT LAME SOCKETS, THOUGH OTHER TYPES SUCH AS SCREW SOCKETS SPECIFICALLY RATED FOR HIGH INTENSITY DISCHARGE LAMPS (LIKE METAL HALIDE LAMPS) MAY ALSO BE ELIGIBLE FOR EXTERIOR USI=. 4. ATTIC INSULATION: PROVIDE MINIMUM R-30 FIBERGLASS ]BATT INSULATION AT ATTIC SPACE ABOVE CEILING. GSD 1. ALL HVAC EQUIPMENT SHALL 5E APPROVED PRIOR TO INSTALLATION BY NATIONALLY RECOGNIZED STANDARDS AND EVIDENCED BY THE LISTING AND LABEL- AN: APR -ROVED AGENCY. (CMG 302.1) 2. APPLIANCES "DESIGNED TO BE "FIXED IN POSITION SHALL BE SECURELY FASTENED IN PLACE. (CMC 3(44.4) 3. WHEN MORE THAN ONE HVAC UNIT IS INSTALLED IN A BUILDING, EACH UNIT SHALL BE PERMANENTLY LABELED TO INDICATE THE AREA OR SPACE SERVED BY THE UNIT. (CMC 304.5) 4. ALUMINUM CONDUCTORS ARE PERMITTED ONLY IF SIZE Yo OR LARGER, AND ONLY TO FEED MAIN OR SUBPANELS. ALL OTHER CURRENT CARRYING CONDUCTORS -SHALL BE COPPER (LOMC 5:03.1430) S. PROVG?E AT LEAST ON 20 AMPERE SRANCH CIRCUIT TO SERVE BATHROOM RECEPTACLES. SUCH CIRCUIT(S) SHALL HAVE NO OTHER OUTLETS. ( CEC 210,11) (CX 3), 210,52(D3. 6 E RANCH CIRCUITS THAT SUPPLY 125 VOLT, SINGLE PHASE, 15- AND 214- AMPERE OUTLETS INSTALLED IN DWELLII_z UNIT BEDROOMS SHALL BE PROTECTED 5Y AN ARC -FAULT CIRCUIT INTERRUPTER. LIGH"fthifa LEGEND M = MOTION SENSOR, D = DIMMER, F = FLUORESCENT LV = LOW VOLTAGE, P = PHOTOCELL, WP = WATERPR( EFLTI Li N SCS - DIMMER CONTROL SWITCH 0315 Q5/31106 f5LDG_ RE -SUBMITTAL &/22/06t:. PDA. RE-SUl5 tTTAL H,CO,4. $Uf5MITTAI__. 4, V q UJ No. 51908 rq EXP.B-30=08 CIVt\- PROPOSED FOR MR. Ila MRS. L M BAR 57205 MERION LA QUINTA, CA. 92253 VeWam ME eNll roWn all comm law staw" aria othw reserved rtes, tncludme the copyright for this docunent rncludtng repreie►i designs and epwIfICations. FLEC-1 . . COLIN'U I �_a� DATE SCALE: DWN CHK Project No. 031.5 0 = DOWN LIGHT FIXTURE 4" DIA R'ECESSEO, APPROVED FOR ZERO -CLEARANCE INSULATION COVER 15Y U.L. OR EQUIVALENT AGENCY. AS SELECTED BY OWNER a CEILING MOUNTED LIGHT FIXTURE AS SELECTED SY OWNER. = WALL MOUNTED LIGHT FIXTURE AS SELECTED BY OWNER. = FLOUR. UNDER CABINET LIGHTING AS SELECTED I5Y OWNER. Li SURFACE 'MOUNTEDFLOUR 'LIGHT FIXTURE = 1 } CEILING MOUNTED TRACK LIGHT FAN/FLOUR. LIGHT FIXTURE COMBO. I L I LEGEND CEILING OR SOFFIT HT. A15OVE FINIS# -IED FLOOR SURFACE ' SD INSTALL. 120 -VOLT WITH BATTERY - 48" CEILING FAN/LIGHT AS SELECTED 5Y OWNER -POWERED SMOKE DETECTOR AT EXISTING BEDROOMS AND EXISTING HALLWAYS LEADING TO BEPROOMv AND POiRED (HARDWIRED) SMOKE r} .- OUTDOOR, WATERPROOF FLOOD C DETECTORS AT NEW BEDROOMS AND LIGHT lU(Ti-I PHOTOCELL/MOTION NEW HALLWAY$. DETECTORa "SHALL SENSOR. ISE MOUNTED ON THE CEILING OR WALLS WITHIN 12" OF THE CEILING. = SINGLE POLE SWITCH 3 3 -POLE SWITCH EFLTI Li N SCS - DIMMER CONTROL SWITCH 0315 Q5/31106 f5LDG_ RE -SUBMITTAL &/22/06t:. PDA. RE-SUl5 tTTAL H,CO,4. $Uf5MITTAI__. 4, V q UJ No. 51908 rq EXP.B-30=08 CIVt\- PROPOSED FOR MR. Ila MRS. L M BAR 57205 MERION LA QUINTA, CA. 92253 VeWam ME eNll roWn all comm law staw" aria othw reserved rtes, tncludme the copyright for this docunent rncludtng repreie►i designs and epwIfICations. FLEC-1 . . COLIN'U I �_a� DATE SCALE: DWN CHK Project No. 031.5 2 KEYNOTES SECTIONS 1A. R-13 FIBERGLASS WALL INSULATION. i I ,- I ! i i 113. R-39) F18ERr4LASS ATTIC INSULATION, — r r- 3 I (—_� j 1 I i i 1 I I I I r IC. (E) 2X ROOF RAFTER OR TRUSSES. -I I I I I.[T] , I I I_ i I I i I— ri rr �— D. fN) . FTER PER PLAN. _ _ rfE- 15 TI ID2 EXCEPTION �3 RO E MIN F1 FT! i I 1 I I 11 �F I -- - I�EDUCED r- i�4FEt> OCC SEPARATION PER rr r I 1 7- r—= — _ t _ CBG SEC ON .3 .4, P P VID ATTIC ONE LAYER OF 5/S" TYPE -X GYPSUM BOARD, 2A I —�_ _ 1C NAILED OR SCREWEDTO WOOD FRAMING AND ROOF .NOTES= I CY�� _� ___I T.O:P mil eE LINOPE ALL JOINTS AT SA E WALLS AND INSPECTION AND APPROVAL IS REQUIRED FROM THE CITY BUILDINEDIVISION FOR THE SHEAR ! TRANSFER NAILING: OF THE FIRST SOLE PLATE TO OF PLAN BE NAILED TO THE WOOD DECK STAND NO WALLS IE ABOVE. THE PLATE UNTIL NAILING HAS PEEN aA. ROOFTILE -MAX. i5 P.S.F. CLAY ROOF TILE. �I iA IA __ . INSPECTED. r� I ' �LI_i ll -11. I— -�j WHICH MATCH EXISTING AND MEET THE FOLLOWING REQUIREMENTS: i CcARACsE C45(T,4 BATH A.PROV(DE A MINIMUM CLASS A ROOFING i - MATERIAL WITH AN IC50 OR UL LISTING, �� II i I ROOFING MATERIALS SHALL BE INSTALLED 1J� � { � � I � � -- TO T HICsH i sE « i ! I EE WIND EXPOSURE C LLL�— .I_ CONSTRUCTION REQUIREMENTS. ALL ROOFING — MATERIAL MUST OVERHANG THE EDGE OF THE OFFICE ,,ID' -ID's i i I ROOF SURFACS. _ .. G. ; : - : �: : • — FF. IS UIRED UNDERPLYALI-GOD ROOF ROOFS. SHEATHING: • B.TILE ROOFING SHALL BE INSTALLED AS REOUIRED FOIA WIGH W1Nt > ,AREAS: �I i � ! ENFORCEMENT OF THE INSTALLATION SHALL I � U1 11J BE THE RESPONSIBILITY OF THE ROOFING: _._ CONTRACTOR: BUILDING DEPARTMENT INSPECTOR MAY ONLY SPOT CHECK TO OBSERVE "PROPER INTALLATION. 'PROVX>E THE FOLLOWING. LPLYWOOD SHEATHING. .RO'- F L- ,.. SCALE= SC,4LE: Il. 3o -POUND FELT UNDERLAYmENT. �� it ti -0 SECTION - ;,�; _ ;;mom,; III>EAVE CLIPS: IV. APPROVED ROOFER'S MASTIC FOR RIDGES, HIP, AND RAKE TILES. FIELD NAILING FOR EACH TILE. C, ROOF VENTS PER "3T UBC SEC. 1505.3- O'HAGIN CLOAKED VENT TILE (1A W.OHAGINVENT.COM) MODEL NOJPROFILE AS REQUIRED TO MATCH ROOF TILE PROVIDE MIIIL 1 SQUARE FOOT OF NET -FREE AREA PER 150 SQUARE FEET. OF ATTIC AREA. FOR MAIN #BOOP PROVIb# VttNtS EAVENL* SPACED- AT ONE COURSE DOWN FROM THE RIDGE AND APPROX. ONE COURSE UP FROM THE SAVE. 1p 1B ATTIC 00 T.O.P. !Bt Oil lA OVERLAP SUBSEQUENT COURSE ST' AT LEAST 12" e GA51TA H c AT THE JAMSS, PROVIDE A DOUBLE PLY ROLL, TO LAP NAILiN-i FIN .AND ,A13UTS THE WINDOW JAMB W OVERLAPPING: TWE PREVIOUS in COURSE A MINIMUM OF 2" M OFFICE U - TUCK MOISTURE STOP UNDER o .. a.• SILL FLASHING , 4 s REMOVED W 0 c a EW A SCALE. SCALE.- MOISTURES""'10P INNS IALLATIVN N.T.S. SECTION. 1/411 = 11-0ll le 13 A1'1'IC 01A OFFICE BATH CASITA N OPENING a v, I; 0 UtUt 0 rn F.G_OFFICE 4R, -011 e Q• s :e. aFr- N O 1 a N O W O. MOIST STOP FLASHING LI -7-1—U E or o IN G F OL 'Am S H I to G OPELSCALE; N.T.S. 11411 11-01! 532 East Lambert Road Brea, CA 92821 tel. 7 14.255.9645 fax. 714.255.9646 www.vertreasae.com Architectural and Engineering Services Q $/3I/O6 BLt:I&- RE-SUBI'-'IITTAL A8/22/06 HD -A- RE -SUBMITTAL. l A "Ui8/0S H.O.A. SUBMITTAL SSS/oN � �i wNo. 51908 EXP. 6-30-08 CIM ATF 0 (G;�`-�F�� PROPOSED FOR 57205 MERION LA QUINTA, CA. 92253 Vertreea A,E shall retain all common law statutory and othw rawvtd rlghts, mcludag the copyright for this document tnotudlng represented "designs and apealftcatlom- i DATE SCALE: DWN CNK Project No. 0315 L GENERAL NOTES AND TYPICAL. DETAILS SHALL- APPLY TO ALL PARTS OF THE JOB EXCEPT WHERE THEY MAY CONFLICT WITH DETAILS AND NOTES ON OTHER SHEETS. WWERE CONDITIONS ARE NOT SPECIFICALLY INaICATED BUT ARIE OF SIMILAR CHARACTER TO DETAILS SNOUN, SIMILAR DETAILS OF CONSTRUCTION SHALL SE USED SUBJECT TO REVIEW BY THE ENGINEER, 2. WORK SHALL CONFORM TO THE REQUIREMENTS, AS AMENDED TO DATE, OF THE LATEST EDITION OI* THE' UE3C, C.A.C. TITLE 74, .AND ALL OT14ER LOCAL, 67-A7- AND FEDERAL REtSULATIONS. 3. SEE MECHANICAL, TLE,({" I!�qNCa ANO ELECTRICAL DRAWINGS FOR SIZE AND LOCATION OF ALL OPENINGS REQUIRED FOR DUCTS, PIKES LAND SLEEVES, ELECTRICAL CONDUITS AND OTHER ITEMS TO SE EMBEDDED IN CONCRETE OR OTHERWISE INCORPORATI3D IN STRUCTURAL t(IOFaK 4. OMISSIC?NS C R COIFLICTS SETWEEN 7 -PE vAR1CUS SLC-MENT:S C F 'THE fklOW�lN(S DR,4WING6 AND/OR SPECIFICATIONS SHALL eE 15ROUGNT 70 THE ATTENTION OF THE ENGINEER PRIOR TO PROCI~EOINCz WITH ANY` UJORK INVOLVEFC). 5. THE CONTRACTOR SHALL BE RESPONSI$LE FOR COORDINATING THE WOW OF ALL TRADES AND S14ALL CHECK .ALL DIMENSIONS. ALL DISCREPANCIES .914ALL aE CALLED TO THE ATTENTION OF THE ENGINEER AND alF RE-60LVEP ft -FORE PROCE€GING WITH THE WORK. 16. ALL INFORMATION 614OU t ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENT ;QgOWLL'D sE, SUT WITHOUT GUAP ANTES OF ACCURACY UNERE ACTUAL CONDITIONS CONFLICT U1tTH THE DRAWINGS THEY SHALL BE REPORTED TO THE ENGINEER 50 THAT THE PROPER REVISION MAY BE MADE. MODIFICATIONS OF DETAILS OF CONSTRUCTION SHALL NOT BE MADE WITHOUT THE WRITTEN APPROVAL OF THE ENCsINEEP- % TI4E CONSTRUCTION DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND 0IIRECi THE WORK AND SHALL BE' SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES, INCLUDING, PUT NOT LIMITED 70 BRACING, TEMPORARY SUPPORTS, AND SHORINCa.. OBSERVATION VI&ITS TO THE SITE BY FIELD REPRESENTATLVEar OF THE ARCHJENG. SHALL NOT INCLUDE INSPECTIONS OF THE PROTECTIVE MEASURES OR THE CONSTRUCTION PROCEDURES. ANY SUPPORT SERVICES PE10=0A"IE0 0r THE ARCH./ENG. DURING THE CONSTRUCTION SHALL BE DISTINGUISHED FROM CONSTRUCTION AND DETAILED INSPECTION SERVICES WHICH ARE FURNISHED 0r OTHERv THESE SUPPORT SERVICES 1=EIRF0FV'9ED 0r THE ARCH-1ENG., WHETHER OF MATERIAL OR WOR<, ARE FOR THE PURPOSE OF ASSISTING IN QUAL-17Y CONTROL AND IN AG141511lNG CONFORMANCE- WITH CONTR''ACT DOCUMENTS, BUT DO N07 GUARANTEE CONTRACTORS PEfOcORI'-MANC:E AND SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION. 6. ASTM DESIGNATIONS AND ALL STANDARDS REFER TO THE LATEST AMENDMENTS. 5. CONTRACTOR SI-LALL SUBMIT COMPLETE SHOP DRAWINGS TO THE ENGINEER FOR APPROVAL PRIOR TO FABRICATION AND/OR CONSTRUCTION. SUBMITTALS SHALL BE ON &EPIAS OR OTHER REPRODUCIBLE MEDIA. to. PROVIDE OPENINGS AND SUPPORTS, AS REO UIREO FOR HEATERS, MECH. EQUIPI"IENT, VENTS, DUCTS, PIPING ETC. ,ALL SUSPENDED MECHANICAL EQUIPMENT TO BE SWAY OR LATERALLY BRACED. IL SAFETY: CONFORM TO APPLICAE3LE CAL/OSHA CONSTRUCTION SAFETY REGULATIONS FOR ALL WORK PERFORMED DURING CONSTRUCTION. JOB SITE SAFETY IS STRICTLY THF RESPONSIBIL.t7r OF THE' CONTRACTOR AND N07 THE' ARCHITEC7%ENGINEER OR OWNER 12. HAZARDOUS MATERIALS: UNLESS OTHERWISE PROVIDED, THE ENGINEER AND HIS CONSULTANTS SHALL HAVE NO RESPONSIBILITY FOR THE DISCOVERY, PRESENCE, HANDLING, REMOVAL OR DISPOSAL OF OR EXPOSURE OF PERSONS TO HAZARDOUS MATERIALS IN ANT' FORM AT THE PROJECT SITE, INCLUDING BUT NOT LIMITED TO ASBESTO: , ASBESTOS PRODUCTS, POLYCHLORINATED BIPPENYL (PCS.) OR 07PEiR TOXIC SUBSTANCES. 1. ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR -LARCH, WEST COAST (WCDF) OF THE FOLLOWING MINIMUM GRADES (ALL LUMBER MUST BE GRADE MARKED): A. 2 X HORIZONTAL FRAMING (U.N.0)---------------- NO. 2 B. PLATES, STUDDING, BLOCKING, ETC. --------------- CONST. C. BEAMS, HEADERS AND OTHER 4 X OR LARGER MEMBERS (U.N.0)--------------------------- NO. 1 & 8 -TR. 2. STRUCTURAL PLYWOOD SHALL BE DOUGLAS FIR CONFORMING TO U.S. PRODUCT STANDARDS PS -1-83 CDX, WITH EXT GLUE, AND SHALL BE STAMPEa BY AN APPROVED FABRICATOR. 3. INSTALLATION AND NAILING OF VERTICAL AND HORIZONTAL DIAPHRAGM SHEATING SHALL BE INSPECTED AND APPROVED BY AN INSPECTOR PRIOR TO COVERING. 4. NO STRUCTURAL MEMBER SHALL BE CUT OR NOTCHED UNLESS SPECIFICALLY SHOWN, NOTED OR APPROVED BY THE ENGINEER. 5. MAXIMUM MOISTURE CONTENT FOR ALL STRUCTURAL MEMBERS SHALL NOT EXCEED 19 50.1 U.N.O. 6. BOLT HOLES SHALL NOT BE MORE THAN NOMINAL DIA. OF BOLT PLUS 1/16" U.N.O. PROVIDE STANDARD CUT WASHERS, UNLESS NOTED- OTHERWISE UNDER HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BARING ON WOOD UNLESS USED WITH STEEL PLATES OR ANGLES. 7. ALL LUMBER IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE TREATED WOOD AND SHALL CONFORM TO UBC STANDARD 25-12. 8. FRAMING HANGERS, CAPS, HOLDOWNS, BASES, ANCHORS, CONNECTORS, ETC. SHALL BE AS MANUFACTURED BY "SIMPSON CO" OR APPROVED EQUAL. 9. THE NUMBER OF NAILS (COMMON) CONNECTING WOOD MEMBERS SHALL NOT BE LESS THAN THE AMOUNTS SET FORTH IN THE BUILDING CODE, TABLE 25-Q, 10. ALL STUDING SHALL BE CONTINUOUS BETWEEN POINTS OF LATERAL SUPPORT. 11. NAILING OF ALL HORIZONTAL AND VERTICAL DIAPHRAGMS SHALL BE INSPECTED AND APPROVED BY THE BUILDING DEPARTMENT PRIOR TO COVERING.. 12. FLOOR JOISTS SHALL HAVE BLOCKING EVERY 8'-0" AND AT SUPPORTS. PROVIDE DOUBLE JOISTS UNDER PARTITIONS. 13. FIRE BLOCKING OF THE SAME DEPTH AS STUDS, SHALL BE USED AT MAX. 10' D.C. ALSO PROVIDE SOLID BLOCKING AT CEILING AND FLOOR LINES, SOFFITS, AND FURREO CEILINGS. 14. TOP PLATES OF EXTERIOR WALLS AND BEARING WALLS SHALL BE DOUBLED WITH 48" MIN. SPLICES AND- LAPPED- AT CORNERS. 15. NAILING FOR DIAPHRAGMS AND FOR ALL SHEAR WALLS SHALL BE INSPECTED PRIOR TO COVERING, 1. THE MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYS SHALL. BE AS FOLLOWS: f'c = 2500 psi - FOOTINGS 2. ALL CONCRETE UNLESS NOTED OTHERWISE SHALL BE REGULAR WEIGHT TYPE (150#/CF). AGGREGATES SHALL CONFORM TO ASTM C-33 WITH PROVEN SHRINKAGE CHARACTERISTICS OF LESS THAN .005. 3. CEMENT SHALL CONFORM TO ASTM C-150 (TYPE 11) UNLESS NOTED OTHERWISE ON THE DRAWINGS. 4. CONCRETE MIX DESIGN FOR DESIGN COMPRESSIVE STRENGTH GREATER THAN 2500 P.S.I. .SHALL BE PREPARED BY AN APPROVED TESTING LABORATORY AND SUBMITTED TO THE ENGINEER FOR REVIEW. THE USE OF A POLYMER BASED WATER REDUCING ADMIXTURE IS OPTIONAL, BUT IF USED, SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW: 5. CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A MINIMUM OF FIVE DAYS AFTER PLACEMENT. ALTERNATE METHODS WILL BE APPROVED IF SATISFACTORY PERFORMANCE CAN BE ASSURED. 6. CONCRETE SHALL NOT FREE FALL MORE THAN FIVE FEET. USE TREMIE OR PUMP. 7. THE MAXIMUM SLUMP SHALL NOT EXCEED 3" ±-1- FOR ALL CONCRETE. 8. ALL CONCRETE WITH A 28 DAY STRENGTH GREATER THAN 2500 P.S.I. SHALL BE CONTINUOUSLY INSPECTED BY A QUALIFIED INSPECTOR WHILE BEING PLACED PER UBC 1701.5, U.N.O. AC AA/C ADDL AJ AFF AISC AISI ALLOW ALUM AMER ANSI( )) APPDROX ASTM AVG AWS BF W BFF BLD BBLMKFG) BMC BOT BRG r -MA CAC Cec CF CHKD PL CJ CLR COL COLA COLL CONC CONST CONT CONV CORR CTR CML! CU CU YD DBL DBLR DET OF DRAG DR DL D:N: DO DP D.S. OWL(s} &E EF EEHSL ELEC LEV EMB INSTITUTE iHED FLOOR ITUlE OF RON & STEEL METAL AMER. SOC. FOR TESTING & MATERIAL AVERAGE AMERICAN WELDING SOCIETY BETWEEN BOTH FACES BELOW FINISH FLOOR BUILDI G BLOOMING) BUTLER MFG. CO. BOUNDARY NAIL BOTTOM BEARING BRACKET .BOTH SIDES PLATE )N OR ANGELES LOAD MASONRY UNITS CUBIC CUBIC YARDS BLE DOUBLER DEPARTMENT DETAIL DSU �R FIR DIAGONAL DIMENSION DIRECTION DEAD LOAD DIAPHRAGM NAILING DOWN DITTO DEPTH (DEEP) DOWNSPOUT DRAWINGS) DOWEL EACH NG EACH FACE EXTRA HIGH STRENGTH ELEVATION (HEIGHT) ELECTRICAL ELEVATION (VIEW EMBEDDED, EM DMENT 8Tg E.N.. EDGE NAIL ENGR ENGINEER E.O.S. EDGE OF SLAB EQL EQ FL RTNQU KE LOAD SEISMIC EQUIP QUIPMEsNT EW EACH WAY EXP JT EXPANSION JOINT EXT EXTERIOR FD FLOOR DRAIN EDN FOUND TI N FIN FINISHED NIC IST FLOC FL IN M Cs� F N DG FOC FACE OF CONCRETE FOM FACE OF MASONRY FOS FACE OF STUD FOW FACE OF WALL FP FULL PENETRATION FRMG FRAMING FS FAR SIDE FT FEET, FOOT FTG FOOTING F.W. FIELD WELD GA GAGE GALV GALVANIZE(!?) GENL GENERAL GLB GLULAM BM. GRTG GRATING QTY GRADE GYP BD RADIUS HDR HEADER HEX HEXAGON HORIZ HORIZONTAL HP HIGH POINT HR HANDRAIL fid TENGTH HHS HEIGHT ICBG INT'L CONT OF 13LDG. RQMT OFFICIALS ID NSIDE DIAMETER I.F. INSIDE FACE IN. STORM DRAIN SECT INICLUDW& INFO INFORMA//fIOIIVV INSP. NSPECTION INT INTERIOR 1NTERM INTERMEDIATE JT JOINT JST JOIST K KIPS (1000 POUNDS) KB KNEE BRAC€ KSI KIPS PER SQ. IN. STD LATERAL T0t1 LB. III( LC STIFFENS STIR LEVE Loh LBB LONG LEG BACK TO SUBM BACK LLH LONG LEG T& B HORIZONTAL LLV LONG LEG VERTICAL LONG LONGITUDINAL MA114F MAINTENANCE MATL MATERIAL MAX MAXIMUM M8 MACHINE BOLT MECH MECHANICAL MEZZ MEZZANINE MFR MANUFACTURER M1NMINIMUM OF STEEL MISC MISCELLANEOUS MO MASONRY OPENING TRANSV TRANSVERSE MTD METAL�O & AND JL NN) NORTH NEG NEGATIVE NIC NOT IN CONTRACT NO. NUMBER M OPENING. NS NEAR SIDE NTS NOT TO SCALE & AND JL L ANGLE C a AT d CENTERLINE I? - 0 DIAMETER OVERHANG DBL. ANGLE LIGHT GA. CHANNEL PENNY (NAIL GRADE) PLATE POUND OR NUMBER O,C ON CENTER OD OUTSIDE DIAMETER O.F. OUTSIDE FACE OH OVERHEAD OR WWF OVERHANG OPNG OPENING. OPT OPPOSITE OPT OPTIONAL PCF POUNDS PER CU. FT. PEMB PRE-ENGINEERED 9. DOUBLE STUDS, FACE NAIL METAL BUILDING PI POINTS -OF-... DOUBLE TOP PLATES, LAP SPLICE INTERSECTION PLAT PLATFORM PLC PLACE(S) 13. TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL 2-16d PNLyD PA EL PROJ PROJECTION PSF POUNDS PER SQ. FF. PSI N_ POUNDS PER SQ, IN- PT PVMT PINT 19. RAFTER TO PLATE, TOENAIL PAVEMENT QTY QUANTITY RAD RADIUS RD ROOF DRAIN RECT REF RECTA GU REFER ENCS REINF REINF�CE NT REQD REQUIR D RFV E IO fid R D M)E RRU JOIST 4d 6d AFM RQMT REQUIREMENT RR RESEARCH REPORT SCHED SCHEDULE S.D. STORM DRAIN SECT SECTIO S M (G) NG) SI 11L�A SLV SLEEVE S.U. SHEET METAL S.P. STANDR PIPE SPA SPACES ATION(S) SQEC SQUARE STAGG STAGGERED' STD STANDARD STL STEEL STIF STIFFENS STIR STIRRUPS) STRUCT STRUCT RAL SUBM SUBMITTAL SYM SYMM1MICAL T& B TOP AND BOTTOM TEMP TEMPORARY THK THICK, THICKNESS O U T TOPOOFH TOB TOP OF BEAM. TOC TOP OF CONCRETE TOF TOP OF FRAMING T.O.L. TOP OF LEDGER TOM TOP OF MASONRY OF STEEL TOT TOTAL TOW TOP OF WALL TRANSV TRANSVERSE IS STRUCTURAL TUBE TYP TYPICAL UBC UNIFORM BUILDING CODE ULT ULTIMATE UNO UNLESS NOTED OTHERWISE URM UNRE'INFORCED MASONRY VER- VERIFY VERT VERTICAL VOL VOLUME W WIDE WIDTH WIDE FLANGE SWEL BEAM W/ WWITH WF' 40DFLANGE BEAM (OLD BEAM WL DESIGIZATION)' WIND LOAD C WINOUT PVO WORKING POINT Of. "f" WEfGHRI`STOP WT THINNER MATERIAL WWF WELDED WIRE FABRIC C STRUCTURAL CHANNEL S STRUCTURAL LINE Of. "f" THICKNESS OF J. 1- X 6- (25mm X 152mm) SUBFLOOR TO EACH JOIST, FACE NAIL THINNER MATERIAL 4. WIDER THAN 1" X e (25mm X 152mro SUBFLOOR TO EACH JUST FACE NAIL MIGHT GA. PURLIN OR Ir GIRT CUTTING. NOTCHING & BORING OF STUDS Section 2517(g). Iteias 8 & 9 Exterior Walls and Bearing Bored Holes-Maxinium size hole is 40% of stud vidth. .2.x 4-4-3/8 inch. diameter. hole 2 X 6-2-3/16 inch diamete hole Bored Holes in Double Studs -Maximum size hole in double studs is 60% of stud width:.- No more than tw adjoining double studs to be bored.. See detail below. 2 x 4-2;4 /8 inch diameter hole Z x. 6-3-5./16 inch diameter hole W min. Ige distange* Notches -Maximum depth of notch is 25% of stud width 2 x 4-7/8 inch deep notch 2 x 6-1-3/8 inch deep notch Doubled bbbJfih9 SlUdS may be bored to 60% - of stud width Per Artica1900-4 (1) of the NEG,1 /16 inch thick plate or bushing requited if edge 0 of hole is fess- than 1-1 A inches from nearest edge of vood member Interior- Non -Bearing Walls gored Hole Maximum size hole is 60% of stud width: 2 x4-72-1/8 inch diameter hole 2x=}�5/ib inch diameter hole /8 mija. dge distange 4* Notches -Maximum depth of notch is 90% of stud width 2 x 4-1-3/8 inch deep notch 2 x 6--Z-3116 inch deeg notch than twos ve doubled rmitted For either bearing or non-bearing wails, bored holes shall not be located at the same section of the stud as a Cud or notch Portion of stud remaining at bored holes or notches shall be sound wood without excessive strength reducing properties such as knots, breaks, splits, excessive slope of grain and the like. TAME 23-"-1 - AVULWO WhEDLLE NOTE: COMMON OR BOX NAILS MAY BE USED (UNLESS OTHERWISE STATED) AT ALL LOCATIONS EXCEPT FOR THE FOLLOWING FASTENERS FOR PRESSURE-PRESERYATNE TREATED AND FIRE -RETARDANT TREATED WOOL} SHAkL BE OF HOT -DIPPED ZINC GOATEE} GALVANIZED; 41AINLE� STEEL, SILICON BRONZE OR COPPER. CONNECTIONS NAILING 1 1. JOIST TO, SILL OR GIRDER, TQENAIL 3-84- 2. BRIDGING TO JOIST, TOENAIL EACH END 2-8d J. 1- X 6- (25mm X 152mm) SUBFLOOR TO EACH JOIST, FACE NAIL 2-8d 4. WIDER THAN 1" X e (25mm X 152mro SUBFLOOR TO EACH JUST FACE NAIL 3-8d 5. 2- (51 mm) SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL 2-16d 6. SOLE PLATE TO JOIST OR BLOCKING TYPICAL FACE NAIL 16d at 16- (406mm) o.c. SOLE PLATE TO JOIST OR BLOCKING, AT BRACED WALL PANELS 3-16d PER 16- (406mm) Z TOP PLATE TO STUD, END NAIL 2-=164 8. STUD TO SOLE PLATE 4-8d, TOENAIL OR 2-16d, END NAIL 9. DOUBLE STUDS, FACE NAIL 16d AT 24- (610mm) O.C. 10. DOUBLED TOP PLATES, TYPICAL FACE NAIL 16d AT 16- (406mm) O.C. DOUBLE TOP PLATES, LAP SPLICE 8-16d 11. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOENAIL 3-8d 1Z RIM JOIST TO TOP PLATE, TOENAIL 8d AT 6- (152mm) O.C. 13. TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL 2-16d 14. CONTINUOUS HEADER, TWO PIECES 16d AT 16- (406mm) O.C. ALONG EACH EDGE 15. CEILING JOISTS TO PLATE, TOENAIL 3-8d 16. CONTINUOUS HEADER TO STUD, TOENAIL 4-8d 17. CEILING JOISTS,. LAPS OVER PARTITIONS, FACE NAIL 3-16d t8: CEILING- JOISTS Ta PARALLEL RAFTERS, FACE NAIL 3-16d 19. RAFTER TO PLATE, TOENAIL 3-8d 20. 1- (25mm) BRACE TO ECH STUD AND PLATE, FACE NAIL 2-8d 21. 1- X 8- (25mm X 203hvar SHEATHING OR LESS TO EACH BFARING, FACE NAIL 2-8d 22. WIDER THAN 1- X 8" (25mm X 203 mm) SHEATHING TO EACH BEARING, FACE NAIL 3-8d 23. BUILT-UP CORNER STUDS 16d AT 24" (610mm) O.C. .24. BUILT -LIP GIRDER AND BEAMS 2Dd AT 32" (813mm) LLC.. AT TOP AND BOT: AND STAGGERED 2-20d AT ENDS AND AT EACH SPLICE 25. 2' (51mm) PLANKS 2-16d AT EACH BEARING 26. WOOD STRUCTURAL PANELS AND PARTICLEBOARD: SUBFLOOR AND WALL SHEATHING (TO FRAMING). 1/2- (IZ7mm) AND LESS 19%32'-3140 (15mm-19mm) 7/8--1- (22mm 25mm) 1 1/8--1 1/4- (29mm-32mm) COMBINATION SUBFLOOR-UNDERLAYMENT (To FRAMING): 3/4- (19mm) AND LESS 7/8--1- (22mm-25mm) 1 1/Q"-1 1/4" (29mm-32mm) 6d 8d OR 8d 6d 10d OR 8d 6d 8d fOd OR 8d 27. PANEL SIDING (TO FRAMING): t/2- (J2.7mm) OR LESS' 5/8- (16mm) fid 28. FIBERBOARD SHEATHING: 25/32- (20m-) 8d NO. 11 GA. 6d NO. 16 GA_ . NO. 11 GA. 8d NO. 16 GA. 29. INTERIOR PANELING 1/4" (6.4mm) 3/8- (9.5mm) 4d 6d 1 COMMON OR BOX NNIS MAY 2 WAS SPAM AT 6 INCHES 4B INCHES (9219mm) OR NABS FOR WALL SHEATHM6 3 COMMON OR DEFOF&W SfA 4 COMMON. 5 DUORUM SPANK 6 CORM-RESISMANr SADN 7 FAS DOM SPACED 3 ACNE: B C0rdWSkW-RWWANr ROOF LENGTH FOR 26/32 -INCH � 9 CO�SYOft_ aNi SLAP! SID SXC67T WHERE On EMOW STATED. am) ON COM AT EDGES, 12 INCHES (3O5(m) AT 9RER aVATE SUPPORTS EXCEPT 6 INCHES (152mm} AT AL! SUPPORtS WHERE SPAM ARE FOR WING OF *DOD S9RUCWRAL PANEL AND PARRC ES RO DH TOWNS AND SHEAR WALLS REFER TO SECIXMS 2395.33 AND PANS. BE CODUM, BOX OR CASING. rX, :NES }52rmn) ON�3C�7li,E�R AT MIIItYEDWE SUPPOii!^� r 5 OF - z3134 ) IMM FOR 1/2-04CR (12:7) SHFAnf.W AhV t-3/4-INCfr (44mm} 1 1/B -MCH (29mm) LENGTH FOR 1/2 -WH (127mm) THfNG AND 9 1/2 -INCH (3&.) LENGTH �aTwN 23tYF.3. 19 IN VELONG DIRECnON OF THE PANU., UNLESS OTFIIRWSE 0,0<01, CASING OR FINISH MLS SUPPORTS: CHES (15ftm) ON PALMI MQC % 12 INCHES (=mm) AT IMFRi,Tb1XM SUppOl &. f 532 East Lambert Road Brea, CA 92821 tel. 714.255.96445 fax. 714.255.9646 www.vertreesae.com Architectural and Engineering Services A 5/31/06 BLDG. RE -SUBMITTAL A8/22/06 1-I.0AA. RE-SU5111TTAL AA, I/18/06 W.O.A. SUBMITTAL Q�pF ESS S/ 9 V�`�� l 6- 0 'Af 0 No. 51908 cn rrT, LLJ EXP. 6-30-08 qT� flF CAS -\FOS PROPOSED FOR MR. & MRS. L M AR.® 57205}�M.ERION LA QUINTA, CA. 92253 YerVwo ALE "11 rawin all comon law statutory artd other reserved right*, tnotuding the copyright. for " docwwnt InaWing reps dat&b and "Iflcattons. DATE DWN SCALE: CHK Project No. 0315 FROViPE PL `rW0ODEDGE (rd FULL HI hSf4T OF „d„ - "d":MIN EDGE DIST.16d 3-166 „ M(N- 2 JAMB S STUDTYPICAL AT FOR 2x FRMG. - WALL OPENINGS AND ALL MEMBERS. 3/4!r MIN, STUDS WITH HOLDOWNS, EDGE DIST FOR U5E SCHEO. 3x AND LARGER DOUBLE TOP PLATE USE SC -PEO. NAiLI NAILING TO EA. FRI`Ita MEMBERS, 10-16d M1N. BTU'N. 61 -LICE I6d�i6" TO EA PLATE AND EDGE STUDS WHERE (SEE SCHEDULE UNO, SEE SPLICE DETAIL PROVIDE SHEAR WALL �_ EDGE STUDS SHOWN DOUBLE'., BELOW FOR SIZE) S.N. NAILING TO MIN. P%'OV1D1= lhaf x SILL PLATE . PREFERRED STUDS JAMB REQ'D. SEE tv 12" O.C. SPLICE SCHEDULE. (ALT. SIDES) DOUBLE DBL. STUDS EA SiD PLYWOOD EDGE NAILING is 2-2x TOP PLATE OF OPN'G. MORE FULL HGT. �& PLYWOOD JAMBS 51MP. LTP4 TO FLOOR OR _ THAN 4' -0" ttJilE SI-IE;4R.4L:L5 #-IDR 5EE PIAN CRIPPLE STUD SEE SGHED_ ROOT= BL_OCKING/FRAMING 2-8d EA SIDE OR SCHEDULE (NOTCH. AS RECQ'I�) ® � BELOW FOR x ABOVE PER SCHEDULE F_ STUD AND 5TUD5 r+ 8 -red's N SLKG.5IZE5 -- z Q AT SPLICE. m SILL PLATE PLYWOOO _ SPL ICE _..._ - m � 3-1 d MIN. 2x4 WD. G ERE TOP OF C CRETE AT 5T V�u Sr, �u can 3» i S -I( d'9 1 _1. MAX �s .. .... .._ ......__.... _.. --- .14-- = 16i1O.C. AND rOP OF r= TINCs MAX 10, SB SILL PLATE, 5EE HOLDDOWN MAX MAX. MAX MAX. MAX. � � % H02A SCHEDULE SILL BOLTS PER PLAN m TALL, UNO. (PHD'S SIM.) s- AND SCHEDULE ANCHOR BOLT (J -BOLT OR HEAVY ANCHOR 15OLT s ; HEX HEADED ANCHOR) WITH 2 1/2" H a [MIN. 2" SQ. SQUARE BY 1/4" THK. PLATE PER X 2x- CRIPPLE, HS . w PLATE SHEARWALL SCHEDULE. 2 d E p uiDAiEP 9nVO4 _ SHEAR WALL H�EDULE (OOLrGLAS FIR -LARCH R MiNG) +�` LEl�A�f� C Sd � i T Q $07: OF FOOTING H L. .D WN DIMENSIONS & FASTENERS SlMPSON MODEL GA NO. I 2A rkD 12 DIMENSIONS FASTENERS 1-113 4 58 2 W 2 H .318 SO CL 1 GONG. ANCHOR STUD BOLTS OR fiA5TE - DI,A EMBEDMENT : 1 � 5/S 2 QT- -DIA. - - 2 5/8 1Dr9A 10 5 3 3 9: 1/2 2 a 3/4. 14 11 2 3/4 HD&A 1 6. 3. - 11 allro 2 EL 1/6 1 15 15 2 1/8 PHD2-SDS3 14 - - .34 3 e 1 1 5/S . 12 9 SDSjX3 PHD5-SDS3 14 - - 3 11 jig 1 i 5/8 14 ii 114SP64X3 PHD(Q-5PS3 12 - - 3 13i1 19 1 J I/s 15 15 sD54X3 HDQ6-SDS3 1 - - 219 14 2 J 1 J 1/6 15 15 20 S06;JX3 WDQII-SD925 1 - - 3 le I1 1 20 20 24 D5,�X25 HDQi4-5052 1 . - _ 3 21 i 1 20 20 30 DSJt25 15/$7.11 &TRUCT I PLYWOOD SHEATWING (or 160 COMMON NAILS 0 2" 5/8110 A.B. * 1211 O.C. Oil OSB)WITH 100 NAILS AT 3" O.G. EDGES AND 12" O.C. STAGG. OR SIMPSON 3/4"0 A.B.,@ 14.25" OL. (13) L SEE MANL FAGTURER`S RECOhMENDATiONS FOR ALTERNATE HOLDOUN ANCHORA,Ci>=. 2. FOR CONCRETE WITH A MINIMI COMPRESSION STREAIGTH OF 2WO PSI; THE FOLLOWING ANCHORAGE APPLIES: THE TASL.E ABOVE INDICATES THl: M1N"jr4 m4awmaiT 3. ANC610R-BOLTO ARS AW1.i EX.HEAD. THE MMH'LA"l D18TANCE FROM THE CENTER LM •OF ZOLT TO THE WC75 OF THE CONCRETE IS 2 3/4" FOR 11/4" ARID 11/80 DIAMETER AND 13/40 FOR ALL OTHERS. H®LDDOWN & JAMB SCHEDULE TYPE WOLDOWk SIMP. MODEL NO.. MIN. JAMB DEPTH ("D") REMARKS A SIMP. HDZA 2X'6 lb� AT + 12" O.C. ALT AT JAMBS Yellow - 1205 8�-- SIMP. PHD2-9093 (2) 2X'S aaoAT3 t2�"O :ALT 4TJl S3 C�-- SIMP. Pl-105_6063 4X -Tal-low - 4,685 - 51MP. PI -1D6 -$053 4X Tallow a OA@60 -- 'SIMP. H oe-SDees 4X Tallow --5325 - 'SIMP HH®Qi1-6032 5 4X Tatlow - II,4.4i� Ali.- BiMP. AHD014-9052 5 4X Tallow - 14,-00 Ham►- IIS" DIA. ANCHOR PEP, DETAIL -_ -- WITH so NAILS. AT 411 Off. EDGES AND 1211 O.C, 525" O.C. USE MIN. TYAEE i PL ICE UNLESS NOTED OTHERWISE. TYPE STRAP SIZE/TYPE" NO. NAILS OR BOLTS 69 SIMP. RPS28 16 CA x 1.5" (Ta 1,535) (16) 166' AT SIDE 1 SIMP. MSTC28 16 GA x 3" (Ta =3,01x0) ('36)16d' SINKERSSPL N 111 a' A 0 NOTES, L ALL ;!AMISS $WALL SE fULL HE1G-44T. 2. SEE HOLDDCIIN DIMENSION 4 FASTENED LIST ABVR. OE FOR ANCHOR AND FASTENER R5Q11R»ITS: CL Ill 9. SEE OREARIA4 I I Q4M) LS, FOR MX &ILL PLATE SIZE ANP ANCNORA09- > SHEAR WALL HOLDO W NS SCALE:. N7 S REQ'D .NAILS PER SPLICE (6 SPOWN) INV ICATE'S DOUBLE REQ'D BOLTS PER SPLICE MIN. NUMBER OF BOLT TOP PLATE (4 1301-T SPLICE 6140..N) DIAMETER'S 4 i 1 4 1 4 1 1141 130L T 512E SPLICE 4'-0" MINIMUM i NOTE: ALL SPLICES TO BE PLACED OVER STUDS BELOW 9 V CL m C e a 0 4 UL0 AW NAILED SPLICE SILL PLATE ATTACHMENT ANCHOR BOLTING AT FOUNDA'TiON BOLTED SPLICE TYPE NAIL SIZE -t QTY. OR SLAB TYPE 2002 LA COUNTY (11) (12) BOLT SIZE 4 QTY: 4- S ` (8) 16'01 NA ILS (Ta =520) 1>3/ 2" STRIlCT 1 PLYU10017 (ear bt#) 0HEATH1W4 S 5/5110 A$is 3(p'' ®.C. (4) 5/S" 0 M -BOLTS (Ta =3AIU 52 (12) 16'd N41L9 (Ta =1232) F *-- I" 4-0" - ,? n ro FIELD. BLOCK ALL EDGES. LTP4 SPACING = .I6" O.C. (1)1$) (t) 5/8" 0 M -BOLTS (Ta =5,266) a o (20) 16'd NAiLS (Ta =2,054) S1 160 COMMON NAILS 16 325" CSI 5�8" 0 M-F3oLT5 (Ta =7,022> PULL HEIC.•rHT PLYWOOD 3x 5ILL NOLOpOU.N LTP4 SPACING -ifs."Of. 00) O.C. STACIG. KING STUD SHTG. BELOW W/ EN. PER PLAN a 15/32" STRICT I PLYWOOD (or 055) 614EATHING I6D COMMON NAILS * 5/8110 AJ3. 0 36" O.C. WITH so NAILS. AT 411 Off. EDGES AND 1211 O.C, 525" O.C. USE MIN. TYAEE i PL ICE UNLESS NOTED OTHERWISE. TYPE STRAP SIZE/TYPE" NO. NAILS OR BOLTS 69 SIMP. RPS28 16 CA x 1.5" (Ta 1,535) (16) 166' AT SIDE 1 SIMP. MSTC28 16 GA x 3" (Ta =3,01x0) ('36)16d' SINKERSSPL 11 SiMP. MSTC40 16 nA x 3" (Ta =4,335) (52) !rod SINKERS g21 SIMP. MSTCr6r6 14 GA x 3" (is=5,660) (76) 16d SINKERS V CL m C e a 0 4 UL0 AW WALL SHEATHING AND NAILING SILL PLATE ATTACHMENT ANCHOR BOLTING AT FOUNDA'TiON 10'-0" 2x4 AT 16" O.G. 2001. CBC/1S9%ABC (1) (,to) (S) AT UPPER FLOORFS (14) OR SLAB 2X4 AT Iry " 2002 LA COUNTY (11) (12) 18'-0" 2x6 AT 16" O.C. EMBED SILL BOLTS 1" UNO (10) (3) O.G. 1>3/ 2" STRIlCT 1 PLYU10017 (ear bt#) 0HEATH1W4 160 C"- N NAILS ,a 6" 5/5110 A$is 3(p'' ®.C. OF OPENING WITH 8D NAILS AT .6" O,C_ fDGE$ AND 12" Q.C. O.C. F *-- I" 4-0" - ,? n 1. FIELD. BLOCK ALL EDGES. LTP4 SPACING = .I6" O.C. (1)1$) SCALE: W a o MARK INDICATED ON BOTH SiDES OF WALL= 160 COMMON NAILS 16 325" 5/8"0 A.5.49 1$" O.G. PULL HEIC.•rHT PLYWOOD 3x 5ILL NOLOpOU.N LTP4 SPACING -ifs."Of. 00) O.C. STACIG. KING STUD SHTG. BELOW W/ EN. PER PLAN a 15/32" STRICT I PLYWOOD (or 055) 614EATHING I6D COMMON NAILS * 5/8110 AJ3. 0 36" O.C. WITH so NAILS. AT 411 Off. EDGES AND 1211 O.C, 525" O.C. UP TO 4'-0" FIELD. BLOCK ALL EDGES. SPACING, 161'O.C. (1) (8) COMMON NAILS � 2:5" I 2 1 O.C.LTP4 O.GSTAGG.. OR SMP SDS I 41-111 'r0 6'-0" MARK INDICATED ON BOTH. SIDES OF WALL- 1/4xfo SCREWS AT 10.5" 5/8"0 A.8, a IS" O.G 1 LTP4 SPACIWz - 12" O.G. (4) (10) O.G. (2) ......... __......_....,... .__... .. 6'-1" TO 81-0" 15/32" STRICT I PLYWOOD (or OSB) SHEATHING I6D COMMON NAILS * 2:15" 5/8110 A.B. w 1&.71511 O.C. (13) 2 0*rg Std NALS AT 3" O.G_ EDG5=, AND 12-" O.C., C� C OR S1C'IPSOkJ. SI�3 t 81-1" TO 101-01, FIELD. BLOCK ALL EDGES. STUDS, PLATES 4 1/4X6 SCREWS AT 11" O.G. 2 2 BLOCKING TO BE MiN:3X AT PANEL EDGES. 11 f $ j LTP4 SPACING a1411O.C. (1) (8) 2 2 I/ MARK INDICATED ON BOTH SIDES of WALL: SIMPSON 905 i/4X6 5/8"0 A.B. 0 1.15" O.G. OR 3/4410 A.B. s X511 D.C. _LTP4 SPAC,* = 111-0.G. (4)'(10) SCREWS AT qB-o:C.'(2) SCHEt)W/ltd 15/$7.11 &TRUCT I PLYWOOD SHEATWING (or 160 COMMON NAILS 0 2" 5/8110 A.B. * 1211 O.C. Oil OSB)WITH 100 NAILS AT 3" O.G. EDGES AND 12" O.C. STAGG. OR SIMPSON 3/4"0 A.B.,@ 14.25" OL. (13) O.C. FIELD . ISLOCK, ALL EDGES, STUDS, 61'6 I/4X6 WFEWS AT S:5" O.G. TO POST PLATES AND BLOCKING TO BE MINIMUM 3 X O.C. (2) M OMiNG At PANEL 1=DGES. LTP4 SPACING-105"O�C. (1) (5) (10) A NAILS AT 3x) B MARK INDICATED ON BOTH SIDES OF WALL: SIMPSON SDS 1/4X6 5/8110 A.M w 6" O.C. OR 2x (UN. ON S.U1, SCi-IED.) LTP4 SPACING, -5.25"O.C. (4)' (5) (10) SCREWS AT 4" O.G. (2') 3/40'0 AO. m 1" O.C. 15/32" STWCT i PLYWOOD SHEATHING, (or 058) SIMPSON SDS 1/4X6 _57/8"O A.8 a 13" O.C. OR Q�� WITH 100 NAILS 0 2" O.G. EDGES AND 12" O.C. SCREWS AT 6.5" O.C. (2) 3/4110 A.15.0 11" O.C. POST (USE 20d NAiLS AT FIELD. BLOCK ALL EDGES. STUDS, PLATES OR PER SHEAR WALL SCHEDULE AND BLOCKING To BE MINIMUM 3 X FR4MINCs l AT PANEL EDGES. senmaw. X4 H LTP4 SPACING-8"O.C. (5) (6) (10) MARK INDICATED ON BOTH SIDES OF WALL= SIMPSON SDS 1/4X6 5/8"0 A.B.* 4.5" O.C. OR LTP4 SPACING -525"O. 4) (5) (10) SCREWS AT 4" O.C. (2) 3/4"0 AS.* 515" O.C. 2x (UN ON S.W. S' X 24" SIMPSON STRONCs WALL (12) SDS 1/4" X 6" WOOD 1/8" DIA. 6ST1320 EACH 'SW24X9.'SEE 15ETAiL. SCREWS AT 'TOP. SIDE ANL) (2) Z%e ANCHOR C BOLTS AT SILL. SEE G AND PEI. fCC-ER 5484 DETAIL TO POST �. _ (1) U.N.O. 2 INCH NOMINAL FRAMING MAY SE USED WHERE FULL NAILING WIDTH ISAVAIL, 4 NAILS ARE STAGGERED. (2) EMBED 1`15" MiN. STAGGER ALL SCREWS. (3) USE 2 1/2114 1/2 xl/4 WASHERS AT SILL FOR ALL ANCHOR BOLTS OR DRILLED ANCHORS, ANCHOR BOLTS MAY BE "J" TYPE, HEAVY HEX HEADED, OR SIMPSON SST15 ANCHORS. DRILLED ANCHORS PER 1GB0 1312 MAY BE USED IN LiEU OF ANCHOR BOLTS WiTH 1" MIN. EMBEDMENT. (4) PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR USE 3" NOMINAL FRAMING OR WIDER t STAGGER NAiLS EA. SiDE OF PLYWOOP JOINT. (5) WHEN NAiL PENETRATION 1S GREATER THAN 1-5/8. 3X FRAMING MEMBER 1S REFIRED AND 10d NAILS MUST BE STAGGERED. (6) UBC TABLES 23-11-1-1 REDUCED TO S5% OF TABLE VALUES DUE TO USE OF SINKER NAILS. (1) STUD MAXIMUM REQt1IRED SPACING 15 16" O.C. AND PANELS MUST BE APPLIED WITH LONG a DIMENSION ACROSS STUDS OR ` V%' OF SHOWN LOAD CAPACITY MUST BE USED. (F) MINIMUM Sd NAIL PENETRATION IS 1-1/211. (9) MAXIMUM HEIGHT TO WiDTH RATIO = 2:1 (100) FRAMING AT ADJOINING PANEL EDGES AND BOLTED 5ILL PLATES SHALL BE 3 -INCH PLYWD_ EN. 15OL.TS TO 2x NOMINAL OR THiCKER (EXIST SILL PLATES MAY ADD 2X BLOCKS) WHERE SHEAR VALUES EXCEED 300 POUNDS PER. FOOT FOR 3X SILL REQUIREMENT. (11) NAILS SHALL BE PLACED NOT LESS THAN 1/2 INCH FROM THE PANEL EDGES AND NOT X LESS THAN 3/6 INCH FROM THE EDGE OF THE CONNECTING MEMBERS FOR SHEAR FIBER3LASS GREATER THAN 300 L55 PER FOOT. NAILS SHALL BE PLACED NOT LESS THAN 3/0 INCH FROM PANELS EDGES AND NOT LESS THAN 1/4 INCH FROM EDGE OF CONNECTING MEMBERS FOR SHEARS OF 300 L55 PER FOOT OR LESS. (12) ALL VERTICAL JOINTS OF PANEL SHEATHING SHALL OCCUR OVER STUDS. HORIZONTAL m JOINTS SHALL OCCUR OVER BLOCKING EQUAL IN SIZE TO THE STUDDING EXCEPT WHERE WAIVED BY THE INSTALLATION REQUIREMENTS FOR THE SPECIFIC SHEATHING MATERIAL. (13) ANCHOR BOLT SPACING HAS BEEN REDUCED 50% PER UBC TABLE 23-I1-1-1, FOOTNOTE 3 Uls WHEN 3X SILL USED, ANCHOR BOLT SPACING MAY BE DOUBLED. (14) LTP4'9 OR A351S (SPACING PER SCHED.) MAY BE ADDED TO TOP 4 BOTTOM OF BLOCKING IN LIEU OF SILL NAILING AT 2ND FLOOR NOTE WHEN PLASTER OR STUCCO 1S APPLIED OVER WOOD SHEATHING INSTALL (2) LAYERS OF GRADE 'D' PAPER PER UBC SECT, 2506 4. AT TYPICAL SILL WHERE ANCHOR S -LT INTERFERES WITH STUD g g NOTE: WHERE 5ILL PLATE IS NOTCHED OR DRILLED a 14XUP T4 .4'-0" MAX2x or 3x SiLL 771, SiLL 801 -TING 4 r. MORE THAN V3 OF:17'6 WiDTW, A BOLT' 614ALL BE WALL SCHEDULE. ¢ PLATE. SEE SHEAk SEE DIfTAIL 2-2x'5 WHEN OVER 4'-0" --^- PLACED S,, mAx. ON EAC1-f Sioe m- s USE 2 -2x -CRIPPLES FOR SPAN OVER 4'-0" a. NOTE: THE ABOVE DETAIL APPLIES AT BEARING AND NON-BEARiNfi 5rUD WALLS U U SCALE:SCALE: SILL BOLTING L N:7:5. I L r/Zlt = II-�„ 1 CONT,511`11P. PLYWOOD CS STRAP HEADER SHTG. ABOVE ABOVE -f BELOW--\ WITH EN. --i HEADER --1 Tvp i"O. Typ. u lo. PLYWO®D SHEATHING a FT I J SIMP CS STRAP FAE�T I NAiL TO SILL, HDR AND 5LKG. STAID SCHEDULE � MAX. SPAN MAX WALL. HT. EXTERIOR WALL INTERIOR WALL 10'-0" 2x4 AT 16" O.G. 2x4 AT i6" O.C. 12'-0" 3x4 AT 16" O.C. 2X4 AT Iry " O.C_ 18'-0" 2x6 AT 16" O.C. 2X6 AT 16" O.G. OVER 18'-0" 3x6 AT fro" O.C. 2X6 AT 16" O.G. CEILING JST. SC D. LE MAX. SPAN MIN. SIZE 4 MAX SPACE 6'-0" 2x4 AT 24" O.C. 9'-0" 2x6 AT 24" O.C. 12'-0" 2x8 AT 16" O.C. 15'-0" 2x10 AT 16" O.C. 18'-0" 2x12 AT 1611 O.G. FULL W1071-1 X a OF WALL TYP. tNO. HEADER SCHEDULE HEADER NO. OF A w NO. OF w RIPPLES KING w CLEAR SPAN 3x BLKG. S a STUDS SILL rE.'S OF OPENING NON - NON - F *-- I" 4-0" - ,? n (2) ROU45 PLYWD.N R0 SCALE: W a o ALL BRC. WALL EXT INT PULL HEIC.•rHT PLYWOOD 3x 5ILL NOLOpOU.N INT EXT KING STUD SHTG. BELOW W/ EN. PER PLAN a OR P067 SILL. a Iii E.N. f ! l=_ ti UP TO 4'-0" 4x& 4x4 SCALE: HEADER SCHEDULE HEADER NO. OF NO. OF NO. OF SIZE ® RIPPLES KING WINDOW CLEAR SPAN STUDS SILL rE.'S OF OPENING NON - NON - �A (2) ROWS PLYWD. Q� (2) ROU45 PLYWD.N R0 4X -HEADER 61ZE OHOAN 18 FOR 6x4 371,10 WALL. IREViSE TO 6x FOR 2x6 STW WALLS AND ax FOR U axs enln WALLS. a o ALL BRC. WALL EXT INT EXT INT EXT INT (� NOTES AND MEM5ER SIZES SHOW ON FRAMiNG PLANS SHALL TAKE PRECEDENCE OVER a UP TO 4'-0" 4x& 4x4 1 I r 1 I I 41-111 'r0 6'-0" 4x8 4x6 -1 1 1 1 1 1 6'-1" TO 81-0" 4x10 4x8 2 2 2 t r t 81-1" TO 101-01, 4x12 4x10 2 2 2 1 11 IID`-f" TO 12'-0" 4xf4 4x12 2 2 3 2 2 2 532 East Lambert Road Brea, CA 92821 tel. 714.255.9645 fax. 714.255.9646 WWW.vertreesae.com Architectural and Engineering Services AS/31/0`a 5LDCs. PF--SUeMrfTTAL / p \ 8/22/06 P.0 A. RE -SUBMITTAL A 1/18/06 HOA. SUBMITTAL � Q�pEESS/pN � 9 Cie O -'No. 51908 m EXP. 6-30-08 s� cift qT� OF .CAS-1Fo PROPOSED ri. FOR .IIF • - ! . • 57205 MERION LA QUINTA, CA. 92253 Vauees A4E "ll retaln all con ron law statutory and oti or reserved rigMa, ineluding the COpyrtght for tW6 dOcunerlt inofuding reprasartted dealg" and ap Wloatlons. GATE DWN Ip I r .. L 11 z SCALE: CHK Project No. 0315 i12" = I' -ID„ NOTES z SEE SHEARWALL SCI-EMLE THIS SHEET FOR AD IVONAI_ STW'S REQUIREMENTS 0 a '- �A (2) ROWS PLYWD. Q� (2) ROU45 PLYWD.N R0 4X -HEADER 61ZE OHOAN 18 FOR 6x4 371,10 WALL. IREViSE TO 6x FOR 2x6 STW WALLS AND ax FOR U axs enln WALLS. a o EN" TO POST +(Q E -N" 7-0 F0157' DETAILS AND MEMBER SiZES ARE TYPICAL L"LESS OTWERWISE NOTED OR DETAILED. 9 (� NOTES AND MEM5ER SIZES SHOW ON FRAMiNG PLANS SHALL TAKE PRECEDENCE OVER a V SCHEDULM a. ii STUD, CJ & HEADER StCMEDRUELE SCALE: I -TI 0 N.T.S. PLYWD. E.N. 2x STUD PLYWD. EN. 2x (UN. ON SM TO POST WALL TO POST SCHEt)W/ltd NAILS * 4„ O.G. TO POST CUBE 20d A NAILS AT 3x) B 2x ROOF RAFTERS 2x (UN. ON S.U1, SCi-IED.) ltd NAILS 0 4" (UC. TO gOLOOWN STRAP Q�� SIMPSON A35 CLIP AT EA. IBLOCK POST (USE 20d NAiLS AT BELOW �} OR PER SHEAR WALL SCHEDULE 3x) l senmaw. X4 H PLYWD. EN. + I 2x (UN ON S.W. PLYWD. E N. TO 2x ® SCHEO.) W/16d PLYWD. EN. NAILS tv 411 X O.C. TO POST TO POST �. _ + #-IOLDOI.tN PER PLAN _ __. _...__ __._..______. __- D ;n a BLKG. t PLYWD_ EN. 15OL.TS TO 2x PLYWD. E.N. TO 2x Q X X FIBER3LASS , INSULATION PER c m - o SECTION. Uls 2 !s w m 0 SIMP. I-II TRUSS TIE, TYP. ° X Z EA RAFTER 0 15d 12" O.C. 16d 12" O.C. PLYWD. EIEC � � O o HOLOOUNS HOLOOWNS 9 M TGH E I o PER PLAN PER PLAN W a m E i 7 0 �� w Ire 9 9 a 532 East Lambert Road Brea, CA 92821 tel. 714.255.9645 fax. 714.255.9646 WWW.vertreesae.com Architectural and Engineering Services AS/31/0`a 5LDCs. PF--SUeMrfTTAL / p \ 8/22/06 P.0 A. RE -SUBMITTAL A 1/18/06 HOA. SUBMITTAL � Q�pEESS/pN � 9 Cie O -'No. 51908 m EXP. 6-30-08 s� cift qT� OF .CAS-1Fo PROPOSED ri. FOR .IIF • - ! . • 57205 MERION LA QUINTA, CA. 92253 Vauees A4E "ll retaln all con ron law statutory and oti or reserved rigMa, ineluding the COpyrtght for tW6 dOcunerlt inofuding reprasartted dealg" and ap Wloatlons. GATE DWN Ip I r .. L 11 z SCALE: CHK Project No. 0315 I. STRONG -WALL SWEAI2LUALL 19 MANLIFACTURE0 AND TRA0E1',1AR<Ep 15'r "SIMPSON STRZWx-TIE COMPANY, INC," SIMP, LSSU SLOPEABLEISKEWABL5 U-WANGERS HOME OFFICE: 4120 DUBLIN OLVC>., x'400; DUBLIN; CA S456a ROOF RAFTERS RIOGIF BEAM AN 160 9001 f;PECVSTERE1_-) KING POST "SIMPSON STRONG -TIE COMPANY, INC," 1,4 (W Roofz PLYWOOD TEL; (000)1�1a$-5099, FAX-. (925) 675-0626 4x ERE OCCURS COMPANY, 2)(6 = LS -U 26 (W 2x CALIF. MEMBERs STRICT CONFORMANCE To 2, INSTALLATION OF PRODUCT SHALL BE DONE IN, 2x8 = LSSU 28 _,3 iu THESE DRAWINGS AND THE STRONG -WALL INSTALLATION- GUIDE, T�SU*1,1106. 2x10 TO 2x14 LSSU 210 111_ $IMP. WRC- HIP RIDGE CONN. MODIFICATIONS TO THIS PRODUCT AND ASSOCIATED SYSTEMS OR /ALLEY OR Z ROOF SHEATHING O.N. CNANCIES IN Tl -IE INSTALLATION METHODS SWOUN ON THESE .pRAWINGS AND RIDGE BEAM CONNECTOR5 THE INSTALLATION GUIOE sW0ULr.> oNL-,y, BE. MADE BY A OUALIP:IE0 ARCHITECT, alvIL, OR STRUCTURAL ENGINEER THE f*EJ;F0Rr,1ANCE OF SUCW -kAL 2x PIP s HRC 22 N0011`180 -PRODUCTS OR ALTERED INSTALLAVONPR0050URES IS THE HIP,15EAMS 2x HIP 4 4x R/1-DGE HRC 42 SOLE RESPONSIBILITr OF THE OESIGNER. REFER TQ I.C-B.O, PFG -548" FOR 4x PIP 4 4x R10(SE WRC 44 RAFTER TO HIP CONN. 45" TO 900 HIP—RIDGE- CONN. PLAN 3- THE CONTRACTOR SHALL VERIFY ALL. 01MENSIONS, CONDITIONS, A - 7 2X AND 4X MEMBERS ELEVATIONS, E7*C. FRIOR'rO INS?ALLAVON OF ANr C0P1F-"0NENT6 F011;e THE STRONG -.WALL VrSTEM, IF ANr 0/8CREPANCIE-6 ARE.FOUND, 7"E -r SNALL. —&IMP, L6REffiFORCING -16KEWABLE ANGLE BE BROUGHT TO THE ATTENTION OF THE PROJECT ARCHITECT, PROJECT ROOF RAFTERS4x NIP.43EAI�f Ln ENGINEER OR BUILDING DESIGNED FOR CLARIP[CAVON PRIOR To (E) ROOF RAf�' U) o CON-STRJC:TION 71 -K 09147 !� co PLATE O 4- THE CONTRACTOR 84ALL VERIF'r TWE POq/710N OF TNE STRONGZWALL IN UY O LU RELATION 70 THE REST OP THE Bu1Lr,>1NC!;S*r$7Et*1 AS $NOUN ON 7N.E Cc, 2x6 17LA7 A/ 16dS PROJECT DRAWINGS. SOLID 2x BLOCKING a O.G. 1*0 2x BLOCK 3ZLOPq .. . ...... .......... TO CONSTRAIN ROTATION 5. USE OF THIS PRODUCT 15 SUBJECT 70 THE APPROVALOF THE LOCAL. (3) 16d TOE NAILS 0 OUILDIN(S OFFICIAL. 6. THE BUILDING STRUCTURE SHALL 15E DESIGNED IN ACCORDANCE WITW TNE (N) 2x OLOCKIN6o LATEST ADOPTED VERSION OF ,THE UNIFOI;RM 1BUILZ>INC, Coj'�E AN ANY 0 2X6 = LS 50 OTPER LOCAL, STATE OR MOERAL REQUIREMENTS THAT MAY APPLY. VERIFY DESIGN REQUIREMENTS WITH THE LOCAL BUILDING DEPARTMENT. 2x8 LS 70 (E-) 1P4')0r- _SFe-ATH/N& 2x10 TO 2x14 = LS 90 1 SIMPSON STRONG -TIE COMPANr, INC. RESERVES THE RIGHT 70 CHANGE'- 11 1 SPECIFICATIONS, DESIGNS AND MODELS WITHOUT NOTICE OR LIABILITY FOR T —SIMP, PCp (3) 1110 TNRU BOLT Such :CHANGES. (70=,) e EA, MEMOER RAFTER TO HIP CONN. <450 0. ALL 4AROUJARE" CALLED OU7 IS SIMPWN &TRONC1_71a HIP CORNER PLATE HIP -RIDGE CONN. PLAN *ER MEMBERS AT &X ANf> LARG ROOF FRAMINCi _6CALE11 aI SCAL.E. SCALE, -DGE C 0' N" 1L 1 U t PER PLAN RAFTERTO HIP DETAIL Ru"OF FRAME,00" PT A 14 HIP & R1 "'ETAI A3a FRAMING ANC."OR- AT 8" O.C. TOP PLATES X -(EN) EDGE NAILING MAX, '7/01, SHIM —6TRONa-WALL TOP PLATES 6INP LSTA 24 EA. RAFTER f:1eOVIOS 5EVELE0 PLATE St/4"x6" SCREWS SEE DETAIL 3/512 FOR ROOF PL rtuo_ Roof= PLYWO. ADDITIONAL INFORMAVON.__�,� &IMP. LSSU NGR_ SIMp-;-*p PER SHEARWALL PER PLAN "FRONT" or 116040-02AII STAMPED ON PRE-INSTALLEnPLATE WASWER P.T. SILL z :/—v. (EN) EDGE NAILING LU la lu 24 GA G.J, WEEP SCREED n V PIA. ALIT- THR9AP WITH !2 -01 HILTI-HIT HY 150 RAFTER L ROOF RAFTER ADHESIVE ANCHOR AND T 9 MIN. 511 EMBED AT 3211 14 , 9 PILL JAS R to U O.C. HIP RIDGE _155AM 0 NIP R100F BEAM VIEW A -A UJ A A I:>IA6ONAL KICKER OFrONE> (E) CMU WALL, 0 WATERPROOF INTERIOR FACE WITHN PENIFTFZ4TINr_r SEALER ALL A BEARING PLATE 606114x2 11211 SC41 SCALE. -- VISIBLE I oR U8 TAIL It[ If -oil 61"A IL A ■%113� I UrING DET" IL 'Al RIDGE DE I P% Li -JA "A E E www FOr% I A HIP RIDGE ru 4�Al NEW ixIST, NEW -XIST. E IRV WALL PER PLAN 5/0 x 12 AB W/ WALL FIN-ISH 'T" I'VNIMUt- 4 5/81' DIA ANCHOR BOLTS WITH 2.5"X2B"X 1 - PER ARCH. 1141' WASHERS AT MIN. Ig" _,O" O.C. AND MAX STRON-G--P. CONCRETt EMeEP POST (STUO 2X4 WOOD STLX-*) WALL 2X4 PT 411 WIDE 12" FROM ENDS. MIN. -I" EMBED INTO .914CE REMOVED . :> C SILL WITH 0.1,4411 DIA.. SHOT FINS. ALT C FOOTING, SEE SHEAR WALL SCHEDULE -4—SEE f3el-op 32" O.C.FLASHING, FOR (:4_-ARfTY'4 FOR ADDITIONAL ANCHOR REQUIREMENTS - A 4 DOWELS 0 32" O.C. W1 641 EMBED INTO DOWELS Q 3211 O.C_ W/ roll EMBED INTO MIN. 2X P.T. SILL. (SEE SHEAR WALL EXIST. FOOTING UJ/ �4'01A. DRILLED EXIST. FOOTING W/ /4 DIA. DRILLED 24 GA. WEEP SCHEDULE) REFER TO THE CURRENT HOLE 4 HILTI-HIT HY 160 ADHESIVE HOLE 4 HILTI-HIT HY so AoHEsivE SIMPSON CONNECTOR CATALOG I',IOTE-- SPECIAL INSPECTION REQUIRED: - _(V CMU WALL, WATERPROOF NOTE: SPECIAL IN51!,::�ECTIONREQUIRED.— _—(E) WOOD STUD WALL EMBED LINE FOR SSTI3 INSTALLATION AND INTERIOR FACE WITH REBAR LENGTH REQUIREMENTS REMOVED 1*4 REBAR 0 TOP 4 BOTTOM PENETRATING SEALER Z CONCRETE SLAB_ CONC. SLAB PER 04 REBAR tv TOP 4,BOTTOM— ONE 04 RSOAR 1--A6 REQUIRED FOR65TO PLAN CONC. SLAB PER PLAN— (E) CONC. (E) CONC, FOOTING 4 FLOOR FOOT (E) GRADE LI d ING. Fg;ll. Am . I z 4d SLOPF— AL!! NOTE: USE $971534 4 4 A AJS, IF COLD JOINT 2% MIN, -4' M EXISTS AT SLAB 4- < AND FOOTINGS —I 1T INTERF:ACE. 3" MIN. 5 MAX.O I—III-311 MIN. CLR* 11 7 41 AYM SAND UNDERLAYM r7-6 " 4' N SANP UNPERL 15 VAPOR BARRIER PER lu, — d < 46 z 4 VAPOR BARRIER PER 4 T- -PLAN Wfk 6) P4 A,4 6" MIN.. --- ------ - . ..... Y z A — - a. ISI— PLAN— S-STE326 MIN. 4 V 0 9 11 1 n ' .� �— c. 4 A.I 2 I ; �' ' SAND 4 VAPOR Cr 1 11=tp 4: cc BARRIER PER PLAN. F7=it 4.- 7= 3f, 11 AL I? MIN. #S BAR CONT_ Top 4 BOT.) FOUNDATION # 1211 MIN, IL t Ul (SEE PLAN) Z4T (El M7 SCALE. SCALE:-- 1/;?fi SCALE. SCALE: -oil OG DETAIL EA`ff I - S T, /N" EIAI FOODTINC3 DETAIL ill = -oil slihn"PSON- STRO.OrVIG WALL T. /'MLR E www ww to ■ 1 S& TORY FTGON& 1112" = 1'-0" 3 532 East Lambert Road Brea, CA 92821 tel. 714.256.9645 fax. 714,255,9646 www.vertreesae.com Architectural and Engi-nee ri�ng Services Aa/31/09 BLDG, RE -SUBMITTAL A5 b12210& H.O.A. RE -SUBMITTAL AA 110106 H.OA, 6UI!5MITTAL O QgpEESSt0,�91 L No. 51911rrT er_ UP. 6-50-08 OF PROPOSED FOR 57205 MERION LA QUINTA, CA. 92253 Vertrom ME 6hall rstarn all common law otatu" and o*w reserved r1eits, IncWIV the ccpgl!*t Por We doewelt jncWry�q rented laftle" and "Ificatio". DATE DWN SCALE: CHK Project No. 0315 DBL_ 2x BEAM - SEE BEAM - SEE TOP FRAMING PLAN, FR4MIWa PLAN. XEYNOTES PLATE < NOTCH END OF CONT SEAM AS REP.O V ROOP FP-4MIWs. FOUNDATION PL 1,411 ]A. 4" THK CONCRETE FLOOR SLAB WITH W3 REIBAR AT 16 SI& O.C. EA. WAY, OVER 2" OF SAND, OVER STRAP W1 (10)- Od INTO SEAM 4 (10) 8�-,i INTO 10 MIL VAPOR BARRIER, OVER 2" OF SAND, TOP PLATE. OVER COMPACTED SOIL. LAP AND TAPE ALL alpip, C-519115TRAP JOINTS AT VAPOR BARRIER \_SIMP CSI& STRAP W1 MIN. (4) 0d TOISIMJ W1 (0) 0d INTO BEAM TOP OF BEAM f (10) 115. 4" TPK CONCRETE PATIO SLAB WITH +'3 RE5AR AT fro" O.C. EA. OVER COMPACTED SOIL. 4 (15) ad INTO POST. Pd NAILS INTO POST NNElE IC, EXISTING CONCRETE FLOOR. BUILT-UP POST OR SOLID WOOD POST -SEE FRAMING PLAN ID. CONTINIOUS ONE STORY FOOTING PER DETAIL. 2x STUDS I& O.C. _UX0. BUILT-UP POST OR 7 777 /V z 013L. 2x SOL10 LUCOr-> POST Q IE. EXISTING FOOTING, . . TOP 6IMP. C-916 STRAP LUI -SEE FRAMING* PLAN- 1Tr IF. 04 DOWELS INTO EXISTING PER DETAIL. PLATE (10) 8d INTO BEAM 4 SIMP..C.916 STRAP W1 (10) C4 > CON (10) Sd INTO TOP PLATE. 8d IN70 T.P. 0 EA. SIDE AK le iG IG. PROVIDE WATER-RESISTANT GYPSUM BOARD OF BEAM POCKET, AT TUB OR SHOWER ENCLOSURE MATERIALS TO AHEICH OF 10" MINIMUM ABOVE THE DRAIN OUTLET. (CBC 801.13) LSEWl -SEE FRAMING~* PLAN: FRAMING PLAN MIN; (6) 1&d IT KING STUB 2A, In" THK. APA RATED ROOF SHEATHING, TO END OF BEA INTO BEAM 4 (0.) 9�d NAILS INTO 213. CALIFRNIA FRACMING-5. TRIMMER / 'OST S) EA. SIDE OF 13 M. EXPOSURE 1, W1 0D NAILS a SIMP CS16 STRAP W/ (0) Sat NAILSs3 Pi 32/16 SIM ), x( Ov 4 O.. OVER EXISTING*ROOF- of SEAM TO POST tv BEAM SPANS J0'-0`<$ GREATEP- MIN. W 16d we 2C. 28 -GAUGE MINIMUM GALVANIZED FLASHING ON IE ALL VALLEYS. BUILT -Up OR SOI -Irl), WOOD KING STUD TO BEAM TOP , ) POSTITRIMMER lt KING STUD PLATE &Xk E p oP -SEE PP,4MWa PLAN. 13UILT-UP POST OR SOLID U1000 POST -WE FRAMING* PLAN. SCALE., TYPICAL BEAiavml (LD WALL 5 lid ROOF SHEATHING PER PLAN. M EXISTING 0- 2x ROOF RAFTERS WALKWAY C14 PER PLAN Cj 3x4 BLOCKING O.C. ch 1,12" 0 LAG BOLTS O.C. Li F-71 NA M M N 2x CEILING JOIST PER PLAN. BGALE1-HOUR RATED PIPE I ATTICE FRAMNING PLAN CASTA FOUN"ATION PH SCALE: WALL AND CEILING 114 =I :o: U3 ILAN 11411 it- It PER PLAN. S/8" DIA ANCHOR BOLTS MN. 2>< P T_ SILL 2 PER SCHEDULE ABOVE CMU WALL ONLY X W, v _(El) -SLOPING GARAGE FLOOR ,,a 91-0 '-0" it 9- F`LATE$PLAT`PLATE 'ePLATE II� _'A y 2C 01% rw SCALEF 1A GARAUC: FRE WALLILE N0` miff E Sft EXISTING TRIMMING 20 GAUGE TIl-, 66 5CREW5 T'rP. 66 SCREWE, L: 7-0 REMAIN CAP FLASHING*L ALL ROOF AND ROOF DECK, SHEAR TRANSFER FLU H EXISTING SHALL BE VERIFIED BY THE CITY BUILDING LATTICE PER PLAN LATTICE PER PLAN 2x STUD WALL Hr 1BF_ 2X6 FtR U4 2 41 DIVISION PRIOR TO COVERING. ANY CRICKETS /—SIMPSON Q. C C*.:1 OR 51MILAR COVERING SHALL NOT BE PLACED U6& UNTIL THE HORIZONTAL DIAPHRAM INSPECTION HAS BEEN MADE BY THE CITY BUILDING 4XI2 F�LH 15 DIVISION. \BE 2, ALL COLUMN BASES COLUMN BOLTING, 6 4 14OLD-DOWN STRAPS �_q rm—. AND HOLD-DOWN BOLTS, + J 1 -1 913 F cly CRITICAL TO THE STRUCTURAL INTEGRITY OF X THIS BUILDING, SHALL BE HELD IN PLACE BY EACH SIDE W1 A, 314" 0 LAGS AND LU + %_ MEANS OF TEMPLATES PRIOR TO FOUNDATION THRU BOLTS,INSPECTION. X TE A 'LAT - 6x SBEAM &x BEAM PER PLANC, 3. STRUCTURAL OBSERVATION PER UBC 1102 16 REQUIRED. 1 - - - - - - - - - - - - __Z1 PER PLAN NEW STUCCO - (2) COUNTERSUNK 4X*14D?t� 4X4 SHEARWALL LEUEND EXISTING ROOF LEOGERLOK PLATE AND SOFFIT ANCHORS AT EACH T E (EXISTING) U) TO BE REMOVED EXISTING* STUD . to 3SEE DETAIL I ON. S12 FOR SHEARWALL SCHEDULE. I EXISTING* BEAM NEW 2X4 FRAMING stat 70 REMAIN 24" O.C.aHOLDDOWN 4 JAMB 4x6 P7 A DESIGNATION PER LEDGER SC LU HEDULE 'm 5/612 CC TOP PLATE SPLICE (IF -IT 0 REQUIRED) PER c3/912. TYPE 91 UNO EXISTING* COLUMN TO REMAIN SHEARLUALLS (BEYOND) DESIGNATION PER ti 11912 FOR SHEAR X1_XX WALLS SHEAR WALL LENGTH SCALE, SCALE, A, SCALE, BEAM DETA It: 7 PATIOLEDGER 10 3`1 E 701 A ILL' CAS I t AFRAMING PUN 11411 = 1'- 01' 0315 532 East Lambert Road Brea, CA 92821 tel. 714.255.9645 fax. 714.255.9646 www.vertreesae.com Architectural and Engineering Services Ac 8/31/09, BLDG. RE -SUBMITTAL As an2/0&- H.OA. RE -SUBMITTAL A 1/10/06 W.O.A. SUBMITTAL ,()FESS/0 \A - V, - C/) No. 51908 EXP. 6-30-08 sIM 0 PROPOSED me -12111 01 =i6, 411 57205 MERION LA QUINTA, CA. 92253 Vartrew ME "It retain all common law statutory and other reserved rights, including that copyright for this document including rented dealgrz and epwIfTcattorw.' A DATE SCALE: QWN CHK Project No. 0315 171 Mandatory Measures Summary: Residential ❑ 0 ❑ r 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACOA. MF -1 R NOTE: Low-rise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. More stringent compliance requirements from the Certificate of Compliance supersedes the items marked with and asterisk (*) below. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. Building Permit# 2. Back-up tanks for solar systems, unfired storage tanks, or other indirect hot water tanks have R-12 external ❑ ❑ DESCRIPTION Instructions: Check or initial applicable boxes when completed or check N/A if not HVAC SYSTEMS 3. The following piping is insulated according to Table 150-AiB or Equation 150-A insulation Thickness: ENFORCE - applicable• NIA DESIGNER MENT Building Envelope Measures ❑ Q ❑ indirect hot water tank shall be insulated to Table 150-B and Equation 150-A. 15 Climate Zone 150(a): Minimum R-19 In wood calling Insulation or equivalent 1.1 -factor In metal frame ceiling. ❑ © El� 150(b): Loose fill insulation manufacturer's labeled R -Value: 11 11 91 ❑ s�. ■ 150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not ❑ ❑ ❑ apply to exterior mass walls). 0.550-1113-AOil 116-B Qquble Non Metal 1. All ducts and plenums installed, seated and insulated to meet the requirements of the CMC Sections 601, 602, 603, 604, ❑ ❑ +�. ■ 150(d): Minimum R-13 raised floor insulation in framed floors or equivalent 11 -factor. ❑ ® ❑ 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs. -12.35 of UL 723. If mastic or tape is used to seal openings greater than 114 inch, the combination of mastic and either mesh First Floor 1. Masonry and factory -built fireplaces have: Fans 18.17 20.13 2. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than ❑ X ❑ a, closable metal or glass door covering the entire opening of the firebox ❑ © ❑ b. outside air intake with damper and control, flue damper and control ❑ ® ❑ 2. No continuous burning gas pilot lights allowed. ❑ ® ❑ 150(f): Air retarding wrap installed to comply with M 51 meets requirements specified in the ACM Residential Manual. ❑ ❑❑ 0.76 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only, ❑ Z ❑ 150(1): Slab edge Insulation - water absorption rate for the insulation alone without facings no greater than 0.3%, water vapor ❑ ❑ ❑ permeance rate no greater than 2.0 permlinch. Total Conditioned Floor Area: 1. A thermal efficiency that complies with the Appliance Efficiency Regulations, on-off switch mounted outside of the ❑ ❑ ❑ 118: Insulation specified or installed meets insulation Installation quality standards. Indicate type and include ❑ E] El Form; ❑ ❑ ❑ b. Cover for outdoor pools or outdoor spas. ❑ ❑ ❑ 116-17: Fenestration Products, Exterior Doors, and Infiltration/Exiltration Controls. ❑ ❑ ❑ 1115: Gas fired fan -type central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously ❑ 0 ❑ 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. ❑ F] ❑ 2. Fenestration products (except field fabricated) have label with certified U -Factor, certified Solar Heat Gain Coefficient ❑ 150(k)l: HiGH EFFICACY LUMINAIRES ARE FIXTURES THAT: contain only high efficacy lamps as outlined in Table ❑ (SHGC), and Infiltration certifleatfon. Fenestration, u 9.0 ft 3. Exterior doors and windows weetherstripped; all joints and penetrations caulked and seated. ❑ ® ❑ I Space Conditioning, Water Heating and Plumbing System Measures 1110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Energy Commission. ❑ 0 ❑ r 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACOA. ❑®I ❑ 150(i): Setback thermostat on all applicable heating and/or cc cling systems. ❑ r-1 ❑ m 1500): Water system pipe and tank insulation and cooling systems line insulation. Proposed Lombard Regildpoce 7117/2006 Project Title Date 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation ❑ ® ❑ having an installed thermal resistance of R-12 or greater. Building Permit# 2. Back-up tanks for solar systems, unfired storage tanks, or other indirect hot water tanks have R-12 external ❑ ❑ insulation or R-16 internal insulation and indicated on the exterior of the tank showing the R -value. HVAC SYSTEMS 3. The following piping is insulated according to Table 150-AiB or Equation 150-A insulation Thickness: X7141838-1124 Telephone 1. First 5 feet of hot and cold water pipes closest to water heater tank, non -recirculating systems, and entire ❑ © ❑ length of recirculating sections of hot water pipes shall be insulated to Table 1508. 8 Window 2. Cooling system piping (suction, chilled water, or brine lines), piping insulated between heating source and ❑ Q ❑ indirect hot water tank shall be insulated to Table 150-B and Equation 150-A. 15 Climate Zone 4. Steam hydronic heating systems or hot water systems > 15 psi, meet requirements of Table 123-A. ❑ ❑ ❑ 5. Insulation must be protected from damage, including that due to sunlight, moisture, equipment maintenance, ❑ ® ❑ and wind. TRV Energgy Use Standard Proposed (kBtu/sf-yr) Design Design 6. Insufailon for chilled water piping and refrigerant suction piping includes a vapor retardant or is enclosed r t ❑ ® ❑ entirely in conditioned space. _a Window 7. Solar water -heating systems/collectors are certified by the Solar Rating and Certification Corporation. ❑ ❑ ❑ 150(m): Ducts and Fans 0.550-1113-AOil 116-B Qquble Non Metal 1. All ducts and plenums installed, seated and insulated to meet the requirements of the CMC Sections 601, 602, 603, 604, ❑ ❑ 605, and Standard 6-5; supply -air and retum-air ducts and plenums are insulated to a minumum installed level of Firgt Floor R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape or other duct -closure system HVAC DISTRIBUTION Duct Duct Condition Ducts that meets the applicable requirements of UL 181, UL 181 A, or UL 181 B or aerosol sealant that meets the requirements -12.35 of UL 723. If mastic or tape is used to seal openings greater than 114 inch, the combination of mastic and either mesh First Floor or tape shall be used. Fans 18.17 20.13 2. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than ❑ X ❑ sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and New HVAC Ducted Ducted Attic 4.2 New No support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause 18.29 reductions in the cross-sectional area of the ducts. # Exterior Shade 3. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive ❑ ❑XX ❑ duct tapes unless such tape is used in combination with mastic and draw bands. 0.76 4. Exhaust fan systems have back draft or automatic dampers. ❑ © ❑ 5. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operating El ❑ ❑ dampers. 0.76 6. Protection of Insulation. Insulation shall be protected from damage, including that due to sunlight, moisture, equipment ❑ FX_1 ❑ maintenance, and wind. Cellular foam insulation shall be protected as above or painted with a coating that is water _ retardant and provides shielding from solar radiation that can cause degradation of the material. System Name Length Diameter Thick. 7. Flexible ducts cannot have porous inner cores. ❑ F ❑ ® 114: Pool and Spa Heating Systems and Equipment Total Conditioned Floor Area: 1. A thermal efficiency that complies with the Appliance Efficiency Regulations, on-off switch mounted outside of the ❑ ❑ ❑ heater, weatherproof operating instructions, no electric resistance heating and no pilot light. ❑ Multi Family Exls'ing + P.dd/Alt 2. System is installed with: 2,317 ft2 a. At least 36" of pipe between filter and heater for future solar heating. ❑ ❑ ❑ b. Cover for outdoor pools or outdoor spas. ❑ ❑ ❑ 3. Pool system has directional inlets and a circulation pump time switch. ❑ ❑ ❑ 1115: Gas fired fan -type central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously ❑ 0 ❑ burning pilot light. (Exception: Non -electrical cooking appliances with pilot < 150 Btulhr) 2,562 ft 2 118 (1): Cool Roof material meets specified criteria ❑ ❑ ❑ Lighting Measures 150(k)l: HiGH EFFICACY LUMINAIRES ARE FIXTURES THAT: contain only high efficacy lamps as outlined in Table ❑ R ❑ 150-C, and do not contain a medium screw base socket (E24/E26). Lamps 13 Watts or greater shall have Fenestration, electronic ballasts with an output frequency no less than 20 kHz. 9.0 ft 150(k)l: HIGH EFFICACY LUMINAIRES - Outdoor High Intensity Discharge luminaires with hardwired electromagnetic ballasts ❑ © ❑ may have medium screw sockets. Number of Dwelling Units: i 150(k)2: LIGHTING IN KITCHENS AND ADJOINING AREAS ON THE SAME SWITCH: Up to 50% of the Wattage ❑ ® ❑ of permanently installed luminaires in kitchens may be in luminaires that are not high efficacy luminaires, Ratio: 25.1% Avg. SHGC: Q.52 provided that these luminaires are controlled by switches separate from those controlling the high efficacy luminaires. 1 ® 150(k)3: Permanently installed luminaires in bathrooms, garages, laundry rooms, utility rooms shall be high efficacy luminaires. ❑ [k] ❑ OR shall be controlled by manual on occupant sensor(s) cerittied to comply with Section 119(d). 150(k)4: Permanently installed luminaires located other than in kichens, bathrooms, garages, laundry rooms, and utility rooms shall be high efficacy luminaires OR shall be controlled by a dimmer switch OR shall be ❑ © ❑ controlled by a manual -on occupant sensor that complies with Section 119(d) BUILDING ZONE INFORMATION THIS REQUIREMENT DOES NOT APPLY TO CLOSETS LESS THAN 70 SOFT. j 150(k)5: Luminaires that are recessed into insulated ceilings are approved for zero clearance insulation cover (IC) and are ❑ ® ❑ certified to ASTM E283 and labeled as air tight (AT) to less than 2.0 CFM at 75 Pascals. 150(k)6: Luminaires providing outdoor lighting and permanently mounted to a residential building or to other buildings on the lot shall be high afr acy luminaires. OR shall be controlled by occupant sensors with integral photo control oerQiled to comply with Section 119(d). ❑ yElsame Lighting for pools and water freatures subject to ARTICLE 680 of CEC need not be HIGH EFFICACY ® 150(k)7: Lighting for parking lots for 8 or more vehicles shall have lighting that complies with Sections 130, 132, and 147. ❑ ❑ ❑ Lighting for parking garages for 8 or more vehicles shall have lighting that complies with Section 130, 131, and 146, ----2 ___,r-. n1a 150(k)8: Permanently installed fighting in the enclosed, non -dwelling spaces of low-rise residential buildings with four or more ❑ ❑ ❑ dwelling units shall be high efflcacy luminaires OR are controlled by occupant sensors) certified to comply with Section I I9(d). c14.8 General Requirements 05.8.1 Notes to be placed on the plans: 06.8.1.1 Maintenance Information. The builder shall provide to the building owner at occupancy maintenance information for all features, materials, components, and manufactured devices that require routine maintenance for efficient operation. Required routine maintenance actions shall be clearly stated and incorporated on a readily accessible label. The label may be limited to identifying, by title and/or publication number, the operation and maintenance manual for that particular model and type of feature, material, component, or manufactured device. c17.8.1.2 After installing wall, ceiling, or floor insulation, the installer shall make available to the enforcement agency or post in a conspicuous location in the building a cer6ficote signed by the installer stating that the installation is consistent with the plans and specifications described in Section 10-103(o)2.A and for which the building permit was issued and conforms with the requirements of Part 6. The certificate shall also state the manufacturer's name and material identification. Certificate Of Compliance: Residential (Part 1 of 4) GF -1 Ri Proposed Lombard Residence Project Title ertificate Qf Compliaa ce : R„ esidentia! (Marl 3 of ) CF -1 R PennnSerLLnfnhardResidencig 7/17/gnn6 pate _1.- Wince Proposed Lombard Regildpoce 7117/2006 Project Title Date Project Title 5720M r�i�[)! a QuilZt Project Address Left (BE) 4.0 _ 0.400 FRC 0.35 NERC 135 90 New Vinyl Window Building Permit# Window Q Window ;L Window Left (SE) 4.0 0__400 N_ FRC 0.NFRC 135 90 New Vinyl Wirifty Left (SE) 4.0 0.400 NERC 0;35 NFRC 135 90 New Vinyl Window Front (NE) 4.0:TAD NFRC TM NFRC , 45 _Q New Vinyl Wndgw _ First Floor First Floor First Floor HVAC SYSTEMS Tarry Fnainaering X7141838-1124 Telephone Plan (WW17.0 0.580 116-A 0.8 lle-a X15 _RJ 17xi� Ating Double Non Metal 5N' clear Fkst Floor 8 Window Heating Minimum Cooling Minimum Condition Thermostat Location Type Eff Type Eff Status Type Docu enlati nS Author F naravPrrl Comp) ce Method 15 Climate Zone Flald ChecklUate Rear (SW)__ 26.0 0.400 NFRC 0.3 lNFRQ 225 _21AItered Vinyl cAnndnw, First Floor _U Exi6ting 12 Window Now HVAC Central Furnace 80% AFUE Split Air Conditioner 13.0 SEER New Setback Exlsllng HVAC Central Furnace 78%AFUE Spli Air Condit goer 10.OSEER Extstln� Setbaok TRV Energgy Use Standard Proposed (kBtu/sf-yr) Design Design Compliance Margin �.F50 11161 A QA 116-8Donhle Non 1iAa al Clear (FlxAri) pm -altered for shave _a Window Rear (S9) 31.4 0A MC 0;35 NFRC ,225 90 Altered Vinyl Window First poor Existing 0.550-1113-AOil 116-B Qquble Non Metal Clear (Fixed) ore-ajterecifor above Space Heating 1.37 3.31 -1,95 Firgt Floor xistfrlg HVAC DISTRIBUTION Duct Duct Condition Ducts Space Cooling 127.78 140.13 -12.35 Rear IS 62.6 „ 0.40a NERC 0.3,E NFRC 225 SQEkered Sliding Glass Nor First Floor Location . Heating Cooling Location R -Value Status Tested? Fans 18.17 20.13 -1.96 1. Indicate source either from NFRC or Table 116A 2. Indicate source either from NFRC or Table 1168. INTERIOR AND EXTERIOR SHADING Window Overhang # Fxforinr Chctria Tuna RHnr". Hnt. Wd_ I- km t cvt acv+ nra# Left Fin Right Fin i e.. Wm n,Q. i o., u_. New HVAC Ducted Ducted Attic 4.2 New No Domestic Hot Water 29,62 11,33 18.29 eft Fin Right Fin # Exterior Shade ExlstlttgHVAC Ducted Ducted Attic 4.2 Existing ho pumps 000 0,00 0.00 0.76 22 Bug Screen Totals 176.94 174,91 2.03 21 jug Screen 0.76 y H drools Piping pipe Pipe Insul. Percent better than Standard: 1.1% _ 25 BWo Screen System Name Length Diameter Thick. V 26Bug Screen Building Type: YS(ngle Family C Addition Total Conditioned Floor Area: 2,562 ft2 0,76 WATER HEATING SYSTEMS Rateds Tank Energy Standbys Tank Insul. ❑ Multi Family Exls'ing + P.dd/Alt Existing Floor Area: 2,317 ft2 29 Bug Screen Water Heater # In Input Cap. Condition Factor Loss R -Value Building Front Orientation: (NE) 45 deg Raised Floor Area: 0 ft2 System Name Type Distribution Syst. (Btulhr) (gal) Status or RE 1 (%} Ext. Fuel Type: Natural Sas Slab on Grade Area: 2,562 ft 2 Takagi T -K2 Large Gas _NoPI Insulation 1 185,000 0 New 0.85 0.00% 0.0 Existing 50 gallon Small Gas No Pipe Insulation 1 28,000 50 Existing 0.52 nla n/a Fenestration, Average Ceiling Height: 9.0 ft Area., 644 ft2 Avg. U: 0.49 Number of Dwelling Units: 1.00 Multi -Family Central Water Heating Details Ratio: 25.1% Avg. SHGC: Q.52 Number of Stories: 1 Hot Water Pump Hot Water Piping Length (ft) Add 1/2" Control # HP Type In Plenum Outside Buried insulation BUILDING ZONE INFORMATION # of Thermostat Vent Zone Name Floor Area Volume Units Zone Type Type Hgt• Area NOW H\. -..!AC -Zn Exit og HVAC 9„117 853 con l'i'ons l Setback n_ an rnnd't'nnort Setback ----2 ___,r-. n1a 1 For small gas storage (rated input r_ 75000 stu/hr), electric resistance and heat pump water heaters, list energy factor. _?9 T2 For large gas storage water heaters (rated input > 75000 Btu/hr), list Rated Input, Recovery Efficiency and Standby Loss. - - For Instantaneous gas water heaters, list Rated Input, and Recovery Etnclency. OPAQUE SURFACES Insulation Act. Gains Condition REMARKS qu pmen a z ng enve pe ng owners approve . Type _ Frame Area U -Fac. Cay. Cont, Azm, Tilt Y / N Status JA IV Reference Location / Comments Rr f Wnnd gar, -0n,49-..P-30 t.Q.Qrn n NA_ i.7 5;mit Floor ,$sizln9 Is changed to ;accomodate additional design criteria, of ictenctes may not be reduced. Wall Wnhd 84 0.109 - R-11 B�QDSi5 0 Wall NnnA 14g n.nAA Nnna R-JA0z1F gn WAIL _ W-11 7A _0102p_11R-nn 995 �� .Qa. New QQ:A3 First Floor COMPLIANCE STATEMENT Naw 19 -An First Finnr Npw no Ag Fhnt;:Itir DoorNnne ?dn Fnn _Nana S -0 0 �925_ch Naw 98-A4 First Finnr This certificate of compliance lists the building features and specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of WAIT Wom 193 n.109 R_13 R^O.n 135 �90 pjgty 09-A3 First Floor Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. Wall wand _ AA _ -109-_R-1 a R;n n _ 46 __ _gg ha`g Oa_A A rim+ Finnr The undersigned recognizes that compliance using duct design, duct sealing, verification of refrigerant charge and TXVs, Insulation Installation quality, Wall J& -d da n +1n D_11 _,R-0 n?95 nn - a4 a- ;.-nen_- QA -A2 Flcct Finn, and building envelope sealing require installer testing and certification and field veriflcation by an approved HERS rater. Roof_ Wnnri ___2_U7_ _0+{fig R_1g RSR n n n ew n1 -A4 First Floor Designer cr ovmer (per Buatness & Profess!ons Code) Documentation Author Wall Woad --419 _01.10&_11._,.8-SI.0�s" go FY st,1Ing QA -A2 First Floor Name: Name: James Terry Well ornm 92A -A 110 _ 311 500 _ 225 _on Fv'sting 09-A2 Plmi plrnc VertreesA&E Te Engineering Title/Firm: Terry rry g g Wall Wn-d Fdn n 11n D_11 Rin a _ In"; _� Fvistinn pg -A2 First Elonr - Address: 532 East Lambert Road Address: 13691 Red Hlll Avenue . _ _ gO @ 19 _$ fl Q _-$ > �Yall_Wnnd 1ARD1�1 ,Dp,yr _ Npne 90 �,�pQ- None R-n.n �,5 � PyWin0l)-A7 First Finnr �n Fvistino 98 -Ad First Floor Brea, Tustin, CA 92780 _ 25 -5645 Telephone: (714) 255-9645 T phone: 14) 838-J17.4 -- - Llo. *7/17/,100& (signature) (date) (si ature) (date) Enforcement Agency Name: TitleiFirm: Address: TeIeinhonw I EnergyPro 4.1 by EnefgySaR User Number. 2448 Job Number 060666 Paca:3 of 16 1 uertiricate Ut t;om2nance : Kesiaenual (Part 2 of 4) CF -1 R Proposed Lombard Residence Project Title 7/17/2006 Date FENESTRATION SURFACES True Cond. # Type Area U -Factor' SHGd Azm. Tilt Stat. Glazinn Type Location/ Comments _1.- Wince RAne (AZO PA,O- 05.1 116-A n an 116-2. 295 01'aw Alirl'ng C:laca Dnnr (00 nnnmetal)Firat Finnr 2 Window Left (BE) 4.0 _ 0.400 FRC 0.35 NERC 135 90 New Vinyl Window First Floor Window Q Window ;L Window Left (SE) 4.0 0__400 N_ FRC 0.NFRC 135 90 New Vinyl Wirifty Left (SE) 4.0 0.400 NERC 0;35 NFRC 135 90 New Vinyl Window Front (NE) 4.0:TAD NFRC TM NFRC , 45 _Q New Vinyl Wndgw _ First Floor First Floor First Floor WfL1dpw Rear (SW) 52,9 0.550 116 -A -M 116-8 _ 225 90 Existing Double Non Motal Clear (Fixed) First Floor _ WindoigRight (WW17.0 0.580 116-A 0.8 lle-a X15 _RJ 17xi� Ating Double Non Metal 5N' clear Fkst Floor 8 Window Right (NW) ITT 0.580 116-A 0.65 116-B 315 90 Exi. sting Double Non Metal Clear First Floor Window Right (NW1_ 17.0 0_580 118-A_QM 116.8 115 90 Fxlst;RDouble Non Metal Clear First Floor 1Q Window Rear (SW)__ 26.0 0.400 NFRC 0.3 lNFRQ 225 _21AItered Vinyl cAnndnw, First Floor _U Exi6ting 12 Window 0550 116-A 0.6Z 116.8 Qoubfe Non Metal Rear (SW) 31A 0___._400 NERC 0.35 NFRC 225 90 .Altered Vinyl ydindow Clear (Fixed) pr-aifered for above First Floor Fxictiacl �.F50 11161 A QA 116-8Donhle Non 1iAa al Clear (FlxAri) pm -altered for shave _a Window Rear (S9) 31.4 0A MC 0;35 NFRC ,225 90 Altered Vinyl Window First poor Existing 0.550-1113-AOil 116-B Qquble Non Metal Clear (Fixed) ore-ajterecifor above JA Window Rear (SW) 62.6 0.400 N RCRC0 NFRC 225 90-(tRered 91idino Glass Door Firgt Floor xistfrlg 0;530 11$-A 0.6 91F_R ISIi Ina Glass Door (OP nonmetal) gra-altered for above JA Window Rear IS 62.6 „ 0.40a NERC 0.3,E NFRC 225 SQEkered Sliding Glass Nor First Floor _Ja Fxisting 0'63i) 118_A _QM119-8 J Sliding Glass Done (0p. nonmeta(tQre-akgred for above 1. Indicate source either from NFRC or Table 116A 2. Indicate source either from NFRC or Table 1168. INTERIOR AND EXTERIOR SHADING Window Overhang # Fxforinr Chctria Tuna RHnr". Hnt. Wd_ I- km t cvt acv+ nra# Left Fin Right Fin i e.. Wm n,Q. i o., u_. 2 Bug Screen 0.76 3 Bun Screen 0.76 A- Dug Screen 0.76 8 Bug Screen 0.76 6 Bug Screen 0.76 7 Bug Screen 0.76 8 Bug Screen 0,76 9 Bug Screen 0.76 10 Bug Screen 0.76 12 Bug Screen 0.76 14 Bug Screen 0.76 16 Bug Screen 0,76 18 Bug Screen 0.76 THERMAL MASS FOR HIGH MASS DESIGN Area Thick.Heat Inside Condition Location/ Type (sf) (in.) Cap, Cond.R-Val, JA IV Reference Status Comments PERIMETER LOSSES ^ Insulation Condition Location/ Type Length R -Val. Location JA IV Reference Status Comments Allah PArimeter Ad Nnna Nn insula+inn 9R_d1 nta... r;r-+ ni..nr None No insulation THERMAL MASS FOR HIGH MASS DESIGN Area Thick.Heat Inside Condition Location/ Type (SO (in.) Cap. Cond.R-Val. JA IV Reference Status Comments PERIMETER LOSSES Insulation Condition Location/ Type Length R -Val. Location JA IV Reference Status Comments Run Initiation Tim : 07117106 07:46: un code: 11-53147614 Ener yPro 4.1 by En ySofl User Numbar. 2448 Job Number: 0060 Pa e:5 of 16 Proposed Lombard Residence 7/17/2006 Project Title Date Special Features and Modeling Assumptions The local enforcement agency should pay special attention to the Items specified In this checklist. These items require special written justification and documentation, and special verification to be used vAth the performance approach. The local enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise compiles based on the auequacy ui imu spucia, lusunuatwn ane accumomatuon suomiaea. Plan I Field The DHNJ System "Takagi T -K2" is a Large Gas enter heater with Pilot Loss = 0 btuh. HERS Required Verification Items In this section require field testing andlor verification by a certified 'home energy rater under the supervision of a CEC. pp. uvow app.vvau toouny aliaru, vmmuu,uu uierenetus gnu roust uu repunea on me c:r-gK instal(atlon certhtcate. Run InIllaillon Time: 07117106 07:461,% Run Codq: 110147614 EnergyPro 4.1 byrzrieroysoft User Number. 2448 Job Number. 060666 Page:4 of 16 Certificate Of Compliance: Residential (Part, 2 of 4) CFA R Proposed Lombard Residence 7/17/2006 ProJect Tftie Rate FENESTRATION SURFACES # Type True Cond. Area U -Factor SHGe Azm, 111t Sia Glazing Location/ Type Comments 2Q .Wiodo!ez. Rear ($W) 5110 0An NFRr 03,5 NFRC. 925' _-.20-Aitar d Sliding cissa _ non First Flag -r .. _ tis(jrlg 0.530 110-A 0,65 116.8 Sliding Glass Door (pprnonmetallare_afiered for above ,22 Win{jgw _Rear _ (S ) 10.6 0_580 116-A 0,6 118.8 -_may§- _90 F_xistino Doubte ,qn _ Metal Clear First Floor 2A Window Left (SE) 60.00530 116-A 0.6 116.8 -„ 135 90 FIXIStign Slidlag Gtass 0gor (OP, nonmetaliFirst Floor 24 Window Left (SE) 10.6 0^580 116 -A -0 B 2 116-5 135 90 Existing Double Non Metal Clear First Floor 2a Vjindow Loft (SE} 6.0 0,58 111&A O.ra.116.6 _ 135 Ext=olls 09(!ble Non Metal Clear First Flog 2A 1 ' 0.0 0_580 116-A 06 116-B 135 _fir iG�x iin�a Doubin Non Metal Clear Eirst Eloor 27 Window Front (NE} 53.4 0.530 116•A 0.65 116-8 45 g0 Exi. sting Slidirt4 Glass Door (DP, nonmetal) First Floor 2a Window_ Front (NE) 167 0.580 IIIA 0A 116-8 45_FxIF 1 Double Non Metal Clear First Floor 2, window Front (NE) 16 7 40.5A 11F -A _Q.011e-R �45 --a Existing nnuhla Non Metal Claar First Floor ,Q Wi owFront (NE) _ _ 2,0 0.560-A 0.65 118-8 45 F istbg (2gubte Non Metal Clear First Floor 1. Indicate source either from NFRC or Tabre 116A 2. Indicate scuroe either from NFRC or Table 1168. INTERIOR AND EXTERIOR SHADING Window Overhana eft Fin Right Fin # Exterior Shade Type SHGC Hot Wd. Len. Hgt LExt RExt. Dist Len. Hgt Dist Len Hgt 20 Buo Screen 0.76 22 Bug Screen 0.70" 21 jug Screen 0.76 2A Bug Screen 0.76 _ 25 BWo Screen 0.76 V 26Bug Screen 0.76 27 Big Screen 0,76 28 Bug Screen 0.7E 29 Bug Screen 0.76 3o Bug Screen 0.76 THERMAL MASS FOR HIGH MASS DESIGN Area Thick.Heat Inside Condition Location/ Type (SO (in.) Cap. Cond.R-Val. JA IV Reference Status Comments PERIMETER LOSSES Insulation Condition Location/ Type Length R -Val. Location JA IV Reference Status Comments Run Initiation Tim : 07117106 07:46: un code: 11-53147614 Ener yPro 4.1 by En ySofl User Numbar. 2448 Job Number: 0060 Pa e:5 of 16 Proposed Lombard Residence 7/17/2006 Project Title Date Special Features and Modeling Assumptions The local enforcement agency should pay special attention to the Items specified In this checklist. These items require special written justification and documentation, and special verification to be used vAth the performance approach. The local enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise compiles based on the auequacy ui imu spucia, lusunuatwn ane accumomatuon suomiaea. Plan I Field The DHNJ System "Takagi T -K2" is a Large Gas enter heater with Pilot Loss = 0 btuh. HERS Required Verification Items In this section require field testing andlor verification by a certified 'home energy rater under the supervision of a CEC. pp. uvow app.vvau toouny aliaru, vmmuu,uu uierenetus gnu roust uu repunea on me c:r-gK instal(atlon certhtcate. Plan Field un ni la ton I :me: un o e: energy ro31 551!nergPMser um er.° Job NumberPa e. UPON COMPLETION OF CONSTRUCTION: CONTRACTOR SHALL THESE FORMS SHALL. BE COMPLETED, SiGNED AND POSTED OBTAIN CF --6R FORMS FROM THE CALIFORNIA ENERGY ON THE JOB SITE FOR THE PERUSAL OF THE INSPECTOR PRIOR COMMISSION AT- www.energy.ca.gov/title24 TO FINAL. INSPECTION.