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MUP 2006-821FMANC! • R - " Nw Cad ;— City of La Quinta Community Development Department 78-495 Calle Tampico La Quinta, California 92253 (760) 777-7125 FAX: (760) 777-1233 OFFICE USE ONLY Case No. () f g Z Date Recvd. O6 Fee: 1-11,5 Related Apps.: Logged in by: L /—/ For An Event of More Than 2,000 People, include Waste Reduction Info APPLICATION 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. b s i e APPLICANTi�at�-c! �aCC,t�- (�QCtG V&e' (Print) ��}}.` ,� j MAILING ADDRESS I (?AI � t7 1� hone N 4! 4l - �a2 A ym, X03 CITY, STATE, ZIP: A I t n cSjgk i tz4t 5 Cl 02- Ce2- Fax No ��� SCI � - �Z / � PROPERTY OWNER (If different): /Vbq- (Print) MAILING ADDRESS: CITY, STATE, ZIP: PROJECT LOCATION: '14 M111�e N'(S+ 4 Muolrsor) Phone No. Fax No. PROPOSED USE AND/OR CONSTRUCTION (Including operational information): ke4 NeS'/h� /1 m A. mie uj:-e Ae e o /it' /1"l%IoolerJ !yi ZA— . A - V PLV y 1 l3 5 8 S deo c woyoQ Cewr�� (, p � 15 5 � q 2 s` �.e� w'o� ���� (attach sheets if neededl LEGAL DESCRIPTION (LOT & TRACT OR A.P.N.): 4 322 7 !q A18WIinor Use Permit AM - S 20M COMMUNITY QEV L, I ENT DEPAhnM N7__ w • 0 SUBI mslON R_FOUIRFMENTS: ❑ Plot Plan, floor plans and elevation plans (as determined by Community Development Department staff). Five (5) sets of plans on 8`/z" x 11" sheet or folded down to 8`/z" x 11". ❑ Filing fee for Minor Use Permit. If filing multiple applications, the most expensive application will be charged full fee, with remaining related applications discounted 50% for each. This discount does not apply to Environmental Information form. NAME OF APPLICANT �aiiryt y�ir `�m�f�ho�ru� (Pl 'nt SIGNATURE OF APPLICANT DATE /'06 NAME OF PROPERTY OWNER (Please Print) SIGNATURE OF PROPERTY OWNER(S) TF 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. AI8Winor Use Permit •rtivN\/E City of La Quinta Community Development Department 78-495 Calle Tampico La Quinta, California 92253 (760) 777-7125 FAX: (760) 777-1233 OFFICE USE ONLY Case No. 06—S2 d Date Recvd. Fee: -T-15. Related Apps.: Logged in by: G %/ For An Event of More Than 2,000 People, include Waste Reduction Info APPLICATION FOR MINOR USE PERMIT APPROVAL MINOR USE PERMIT applications are reviewed and approved by the Community Development Director pursuant to Section 9.210.020, of the Zoning Code. The purpose of the review is to ensure that land uses requiring the permit do not have an adverse impact on surrounding properties, residents, or businesses. APPLICANT . N4610la,Yl-d P4a a t.L (vack-911 6. V a f f e,4 MAILING ADDRES S 1 I 165- V1 S l7� �/ hr7 �d �C hone nn PM( -103 CITY, STATE, ZIP: Ra Lin Fax No. �29) ioC1,S7 -6,Z % -7- PROPERTY OWNER (If different): . /V/"04 - (Print) MAILING ADDRESS: CITY, STATE, ZIP: PROJECT LOCATION: '114 Ki'l l -C ws+ 4 mudiSoy) on Ave Phone No. Fax No. PROPOSED USE AND/OR CONSTRUCTION (Including operational information): ReG ties �nA �t- /K//Io-e u,Fe Aeofnl/ �/ l00%If /r, 7W . 13 �,D � 15 5� � 2 S /�iA c✓o� Crr�� (attach sheets if needed) LEGAL DESCRIPTION (LOT & TRACT OR A.P.N.): /P-. -32271 La6 /3-1.5— AU6 -- Qh- 2006 A 18\Minor Use Permit January 31, 2007 Ms. Rosie Lara SFILE Copr Standard Pacific of Coachella Valley 1717 E. Vista Chino Road, Suite A7 PMB #303 Palm Springs, CA 92262 SUBJECT: MINOR USE PERMIT 2006-821 PALO VERDE MODEL HOME COMPLEX Dear Ms. Lara: The Community Development Department has reviewed and approved your request for a model home complex for Tract 32279, located on lots 13-15, Y4 mile from the intersection of Madison Street and Avenue 58, subject to the exhibits on file and the following Conditions: 1. Prior to use of the model home complex, a cash deposit in the amount of $1,000.00 shall be posted with the Community Development Department to insure the removal of the improvements once the permit has expired or the use terminated as required by the City Council Ordinance #361. The deposit will be refunded when all model home improvements have been removed. 2. If a building permit is required, contact the Building and Safety Department at (760) 777-7012 for permit requirements. 3. Provide restroom facilities in the office to accommodate personnel. 4. Mounted on the exterior of the sales office shall be a written notice providing emergency personnel your 24-hour emergency phone number they can call in case problems arise that need your prompt attention (i.e., minimum 1" high letters). 5. Install one 2A10BC fire extinguisher inside the sales office. 6. A "Trap fence" is allowed to separate the street from the model homes. The fence shall be a decorative wrought iron fence, and shall be limited to four feet in height, measure from finished grade. P.O. Box 1504 • LA QUINT'A, CALIFORNIA 92247-1504 78-49.5 CALLE TAMPICO • LA QUINTA, CALIFORNIA 92253 (760) 777-7000 -FAX (760) 777-7101 7. The model home complex shall be permitted to remain open for one year from the time it opens, unless a time extension is applied for and granted by this Department. The Community Development Director may extend the permit for a set time period if needed. No fee is charged to extend this permit. 8. The applicant/property owner agrees to defend, indemnify, and hold harmless the City of La Quinta (the "City"), it's agents, officers and employees from any claim, or litigation arising out of the City's approval of this project. This indemnification shall include any award toward attorney's fees. The City of La Quinta shall have the right to select its defense counsel in its sole discretion. The City may 'elect to add Conditions to this application request to mitigate any problems that arise not previously addressed herein. This decision may be appealed to the Planning Commission by anyone provided they submit the necessary paperwork and filing fee of $175.00 to this office within 15 days of approval of this permit. Should you have any questions please contact me at (760) 777-7125. Sincerely, A ERIC C JA' Assistant Planner C: Building & Safety Department Public Works Department TH / i 1 March 22, 2007 Ms. Rosie Lara Standard Pacific of Coachella Valley 1717 E. Vista Chino Road, Suite A7 PMB #303 Palm Springs, CA 92262 SUBJECT: MINOR USE PERMIT 2006-821 PALO VERDE MODEL HOME COMPLEX Dear Ms. Lara: The Community Development Department has reviewed and approved your request for a model home complex for Tract 32279, located on lots 13-15, '/4 mile from the intersection of Madison Street and Avenue 58, subject to the exhibits on file and the following Conditions: 1. Prior to use of the model home complex, a cash deposit in the amount of $1,000.00 shall be posted with the Community Development Department to insure the removal of the improvements once the permit has expired or the use terminated as required by the City Council Ordinance #361. The deposit will be refunded when all model home improvements have been removed. 2. If a building permit is required, contact the Building and Safety Department at (760) 777-7012 for permit requirements. 3. Provide restroom facilities in the office to accommodate personnel. 4. Mounted on the exterior of the sales office shall be a written notice providing emergency personnel your 24-hour emergency phone number they can call in case problems arise that need your prompt attention (i.e., minimum 1" high letters). 5. Install one 2A10BC fire extinguisher inside the sales office. 6. A "Trap fence" is allowed to separate the street from the model homes. The fence shall be a decorative wrought iron fence, and shall be limited to four feet in height, measure from finished grade. P.O. Box 1504 • LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLS TAM131CO • LA QUINTA, CALIFORNIA 92253 ( 760) 777-7000 -FAX (760) 777-7101 7. A temporary restroom is permitted within the Plan 3 model garage, as shown on the plans on file with the Community Development Department. The temporary restroom must meet all requirements of the Building and Safety Department. The restroom shall be removed, and garage returned to pre - restroom conditions, prior to the return of your deposit. 8. The model home complex shall be permitted to remain open for one year from the time it opens, unless a time extension is applied for and granted by this Department. The Community Development Director may extend the permit for a set time period if needed. No fee is charged to extend this permit. 9. The applicant/property owner agrees to defend, indemnify, and hold harmless the City of La Quinta (the "City"), it's agents, officers and employees from any claim, or litigation arising out of the City's approval of this project. This indemnification shall include any award toward attorney's fees. The City of La Quinta shall have the right to select its defense counsel in its sole discretion. The City may elect to add Conditions to this application request to mitigate any problems that arise not previously addressed herein. This decision may be appealed to the Planning Commission by anyone provided they submit the necessary paperwork and filing fee of $175.00 to this office within 15 days of approval of this permit. Should you have any questions please contact me at (760) 777-7125. Sincerely, iPanner ERIC CEJ Assistant C: Building & Safety Department Public Works Department 6/5/12 REFUND PENDING SEE CW FOR FURTHER DETAILS city • &HECK NO. 96364 STANDARD PACIFIC OF 3058 06/26/2012 DATE INVOICE ACCOUNT DESCRIPTION AMOUNT 06/13/12 MUP2006-821 101-0000-228-10.00 DEV DEP 07-005 1,000.00 REFUND OF MODEL HOME DEPOSIT FILE COPY 1,000.00 DOCUMENT HAS A COLORED BACKGROUND. SECURITY FEATURES LISTED ON BACK. ,in t C WELLS FARGO BANK 96364 D �/! QUM& -z4�1210l8 .���i�, l , _ �.'�(,t_/CHECK NO. S P.O. BOX 1504 78-495 CALLE TAMPICO DATE LA QUINTA, CA 92253 06/26/2012 MOF M�� (760) 777-7150 PAY • • • • • TO THE STANDARD PACIFIC OF ORDER COACHELLA VALLEY AMOUNT $****1,000.00 Cy O / L t44t DEMAND/ CHECK REQUEST 5� cFM OF THt XX Return check to requestor Mail check Name 1 Title of person requesting check CAROLYN WALKER, EXECUTIVE SECRETARY Department individual is associated with: PLANNING Check payable to: STANDARD PACIFIC OF COACHELLA VALLEY _ Amount: $ 1,000-00 Name) (Vendor N .) 15326 ALTON PARKWAY Account Number: 101-0000-228-19.00 (Address) IRVINE CA 92618 Project Number: *01- 0 d- — Check .description and invoice number: Refund of Model Home Deposit for MMP 2006-821, deposited to 101-0000-228.10-00. In checking with Building & Safety as well as Code Compliance, they verify that the models have been converted and vdi e are no outstanding issues that would delay the refunding of this deposit. Appropriate documentation attached. APPROVED FOR PAYMENT (Finance Department Use Only) BY: BY: ACCOUNT NO. DESCRIPTION • �a v 7/6/12 - MODEL Z MODEL HOME DEPOSIT REFUND FOR MUP_2006-821 - Standard Pacific TT 32279 L` If you receive instructions/information from Diane Martin, in Finance, noting there is a balance in a specific fund; i.e., MUP 2006-734, you will have to check with her on amount, etc. - she will need the Customer ID No. and Project Code from the Invoice -�_ If you receive the request from a planner, they should give you a letter signed by the applicant - with the application number noted. Check the Model Home Deposit Log Book to pull the Model Home Deposit Pink Copy. C1i Pull the appropriate file; i.e., MUP 2006-734.- u"--,` � )C �J Contact Greg, or Kay, in Building and Safety and verify that the models have been converted and there are no outstanding issues that would delay the refunding of this deposit; i.e., model home garage was not converted back, etc. (It is best if you send an e-mail so that you have the verification.) L When verified, prepare a Demand/Check Request, noting this is a "Refund of Model Home Deposit for MUP XXXX-XXX, deposited to 101-0000-228.10-00 (This is the GL Account No.) on XX/XX/XXXX. In checking with Building & Safety, all models have been finalled and funds are eligible for refund. Appropriate documentation is attached." Attach the documentation which will include copies of whatever Diane M. gave you (usually a copy of the check and deposit slip), plus the original application. Request that the check be returned to you for mailing. C Give to Les for signature. E� Make a black -&-white copy of everything and take the original signed copy and attachments to Finance (Sandra). If you do not want to keep the MUP file at your desk until the check is processed, you can file it back with a note in it saying - "MHD Refund Pending - See (your initials)" and you can retrieve it when you get the check. (Or you can put a copy of the check request in with a note saying "Check Pending". C�( When you receive the check, make a copy and include it in the appropriate file; i.e. MUP 2006-734, before you mail it out. NOTE: According to Phyllis (2/1/10) - if any refundable deposits are made -- you have to notify the City Clerk. This includes MUP's for model home deposits, developer deposits, or any refundable deposit required as noted in the Conditions of Approval for a project. Note the refund in the Model Home Deposit log book. P:\CAROLYN\Admin\PROCEDURES\REFUNDABLE DEPOSITS\MODEL HOME DEPOSIT REFUND FORM.doc DATE AMOUNT 0418/06 Standard Pacific - •Payee: 201695 CITY OF LA NTA Check No. - 20000, Check Date - MAWS INVOICE DATE FPO REMARKS GROSS DEDUCTION AMOUNT PAID :<o?xa:c}}:;}:z;'•q}:;;.:.:5:?'��;:;y���r:;::;;::::::>:: •'" ''':��}}. :. .: ':::�':(:�:. ':i�i:t:i:i: r.i�.'fA..���.:*:57�.4.�i (� M�r.•y��• 4!_..4,1.:::::. ..... •�'•�'p �y(•y7� y�•�.;��:}+::.{�:;;•.�:>?::«<.:�};:;.»;;<;o:;«;;;<;to?:<;«.?:<•>:}>�y .1�..ii1'�:,�i:?:fi`��!"P..::y�(4f:4t.3Y.{it1�i.:i:5i:i:>:i�iiiicii { # gas�:i:i:>`'i�i�i:?':ii! � r .. ..............�. .. � �.�::? .��• .................�i+.....4':4! �::::::::::.:::. �...:::.•.....:......................�.r...:..:........: ..................................................................a............::....................:........................ ...................................................................... ................................:........:... ...... r.., .......... . dna e,:. a. ,, .. . :v:<•:-:'i?:'>?i:i:i�iJii �:"{.;'? i:i�i;::i iii;i:;:•,:.:ti}:'}::j}'?;:;:;:;::i:;:'.•�?:'tii: 'ti w,{vh'• is?i:i•:Ji?:t:.i?iiiiii?ilii:�i::;•???}?y:?}iih:•}}i}}i:•i}:;.y:.}w }���v:.:::'•?ii?}+:�??i?i??}?:•}:•::•???i?i???:iiii?.}???}???i???}:ii•?}:•??;?v:4:4?:3:•:::::. �., ::.::::::::::::::::: (•j ::.:::::::. �:: :v::•? in ;::}};.y;.; ;.:;:.???;.;{:.y v: :. ' :i� i'+f' nvj ............ ..................:..:.... . .....�f.`I:::T:•�:?IT;:<:�i:�:t2:j:: DATE AMOUNT 0418/06 $ * * * * * 1, 000.00 ONE THOUSAND AND 00/100 PAY TO THE ORDER OF: STANDARD PACIFIC CORP. CITY OF LA QUINTA GENERAL ACCOUNT 78-495 CALLE TAMPICO `) IA QUINTA CA 92253 , r.:{.;y u- : :�a•': • - S -:Ks:: •t"C': y:;r::^y. •,•:6.'-::::•: yn::,y :: iiii: ii: ii:•iii:^: \J:.:-ilii::,x CITY OF LA QUINTA ORIGINAL DOCUMENT STANDARD PACIFIC OF COACHELLA VA 15326 Alton Parkway Irvine, CA 92618 (949) 789-1600 ONE THOUSAW AND 00/100 ***' PAY TO THE ORDER OF: D CITY OF LA QUINTA 78-495 CALLE TAMPICO LA QUINTA CA 92253 CITY OF LA QUIIfiA **4 CUSTOIER RECEIPT H+ pate: 8/29/46 11 Receipt no: 1877 Custoner Location Nage Asount 22/2 2W STMAAD PACIFIC HEN AC A/R DEVELOPER DEPOSITS t1111.11 Trans naWwr: 59155 STD PACIFIC/DEV DEP 117-!15 Tender detail Total KCHEEMndered 21111834 $20 IN Total payaent slow* Tr,1p11, dltas 4/28/16 Tiae: 16:36:58 *" THAM( YOU FOR YOUR PAYWW FOR aMIX PLEASE CALL 761-777-7151 VI11 VU L %oodwo"-" lie MODEL HOME DEPOSIT Ji C�riY.Jii: {:•:}?F,.�iY:�v�iv�iiii `iiir-iiCCri C�i:}::}:iiiii$iii:}� ii: }:;�`•-:ri':�:ori:::3.<•ir..�;dy;::$:.�.::�:.4 ii 4;:::irt;;% ...... 1}4;4Y!!::vir{tii::•i?$.v/.?:v'•i:::ki:i?�f:\/:{.v C'i!�•i'>itiLtiJOy.;nvtiti;:i.;F:;:;:^:} $t;)}:? `s'.'^t.. 7a2328f719 t No. 20000834 Araotnvr $*****1,000.00 ItD PACIFIC CORP. RAL ACCOUNT Date: 7a 2r� 2cx�( Case No: wt0 c G LI DQ Name of Project: AUG 2 g 201 Purpose of Deposit: 3. ed e r Aorgc. CITY OF LA QUIP Expiration Date: L Z (t �" } E7 -_] FINANCE DEPpAmount of Deposit: $ 4`CW200 Finance Department: CITY OF LA QUINTAFINANCE DEPT. Charge to account: 101-000-261-000 Project No: 10/- t0oo-,202&-10-00 Finance (White) Applicant (Yellow) Log (Pink) File (Goldenrod) rod) TN March 22, 2007 Ms. Rosie Lara Standard Pacific of Coachella Valley A 1717 E. Vista Chino Road, Suite A7 PMB #303 Palm Springs, CA 92262 SUBJECT: MINOR USE PERMIT 2006-821 PALO VERDE MODEL HOME COMPLEX Dear Ms. Lara: • The Community Development Department has reviewed and approved your request for a model home complex .for Tract 32279, located on lots 13-15, % mile from the intersection of Madison Street and Avenue 58, subject to the exhibits on file and the following Conditions: Prior to use of the model home complex, a cash deposit in the amount of $1,000.00 shall be posted with the Community Development Department to insure the removal of the improvements once the permit has expired or the use terminated as required by the City Council Ordinance #361. The deposit will be refunded when all model home improvements have been removed. 2. If a building permit is required,contact the Building and Safety Department at (760) 777-7012 for permit requirements. 3. Provide restroom facilities in the office to accommodate personnel. 4. Mounted on the exterior of the sales office shall be' a written notice providing emergency personnel your 24-hour emergency phone number they can call in case problems arise that need your prompt attention (i.e., minimum 1" high letters). 5. Install one 2A1 OBC fire extinguisher inside the sales office. 6. A "Trap fence" is allowed to separate the street from the model homes. The fence .shall be a decorative wrought iron fence, and shall be limited to four feet in height, measure from finished grade. P.O. Box 1504 - LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLe TAMPICO - LA QUINTA, CALIFORNIA 92253 ( 760) 777-7000 -FAS: ( 760) 777-7 101 7. A temporary restroom is permitted within the Plan 3 model garage, as shown on the plans on file with the Community DevelopmentDepartment. The temporary restroom must meet all requirements of the Building and Safety Department. The restroom shall be removed, and garage returned to pre - restroom conditions, prior to the return of your deposit. 8. The model home complex shall be permitted to remain open for one year from the time it opens, unless a .time extension is applied for and granted by this Department. The Community Development Director may extend the permit for a set time period if needed. No fee is charged to extend this permit. 9. The applicant/property owner agrees to defend, indemnify, and hold harmless the City of La Quinta (the "City"), it's agents, officers and employees from any claim, or litigation arising out of the City's approval of this project. This indemnification shall include any award toward attorney's fees. The City of La Quinta shall have the right to select its defense counsel in its. sole discretion. The City may elect to add Conditions to this application request to mitigate any problems that arise not previously addressed herein. This decision may be appealed to the Planning Commission by anyone provided they .submit the necessary paperwork and filing fee of $175.00 to this office within 15 days of approval of -this -permit. Should you have any questions please contact me at (760) 777-7125. Sincerely, iPher ERIC CEJ Assistant C: Building & Safety Department Public Works Department Carolyn Walker From: Kay Hensel Sent: Tuesday, June 05, 2012 2:59 PM To: Carolyn Walker Subject: RE: RE: ModelHome Deposit - Taylor Woodrow Homes - MUP 05-709 - Carmela We never did any business with Taylor Morrison, but I googled it and found a corporate address in Scottsdale: 4900 N. Scottsdale Rd. Ste. 2000, Scottsdale, Az 85251— worth a try. For the Stone Creek Ranch project, Toll bought lots, but never built anything so we have no issues. For the lots on Rosewood Ct., Tract 32279, all were finaled and as far as we know (thru City GIS) are owner occupied. The Legacy Villa unit was never presented to us as a temp sales office so we finaled it just like a house on 2/10/06. City GIS shows it owner occupied. We have no issues. Kay }fe wt, Counter Technician City of La Quinta (760)777-7012 khensel(aD-la-quinta. orq From: Carolyn Walker Sent: Tuesday, June 05, 2012 12:22 PM To: Kay Hensel Subject: RE: ModelHome Deposit - Taylor Woodrow Homes - MUP 05-709 - Carmela Kay When I was last checking on this (4/4/12) you mentioned that Taylor Woodrow Homes went away and became Taylor Morrison. Did you ever find out if you have the Taylor Morrison address anywhere? Thanks for your help. Carolyn Walker, Executive Secretary Planning Department City of La Quinta 760-777-7118 cwalker(o-Na-quinta. orq This email and any files transmitted with it may contain legally privileged or otherwise confidential information. If you are not the intended recipient, or believe that you may have received this communication in error, please adivse the sender via reply email and delete the email you received. This email address is to be used for official City of La Quinta correspondence only.Any messages which are transmitted to this address which contain advertisements, spam, malicious attachments, or any other type of inappropriate content may be automatically deleted or blocked from receipt or viewing. Please consider the environment before printing this and any email. • Carolyln Walker • From: Carolyn Walker Sent: Tuesday, June 05, 2012 12:43 PM To: Kay Hensel; Deby Conrad Subject: Model Home Deposit Refund for Standard Pacific TT 32279/MUP 2006-821 I am processing a Model Home Deposit refund for Standard Pacific, Case No. MUP 06-821 (Tract 32279). The project location is noted as being % Miles West of Madison on Avenue 58. Additional Legal Description Information is: APN: Tr 32279, Lots 13-15 with street addresses of: Lot 13 -75-865 Rosewood Court; Lot 14 — 57-895 Rosewood Court; and Lot 15-57-925 Rosewood Court. The application date was August 8, 2006 and was submitted by Standard Pacific Coachella Valley. Could you please confirm 1) the homes have been converted from models, and 2) your Department has no outstanding issues that would prevent my refunding their deposit. If you need additional information, please let me know. Thanks for your help. Carolyn Walker, Executive Secretary Planning Department City of La Quinta 760-777-7118 cwalke _la-4uinta. orq • Carolyn Walker From: Deby Conrad Sent: Thursday, June 07, 2012 8:31 AM To: Carolyn Walker Subject: FW: Model Home Deposit Refund for Standard Pacific TT 32279/MUP 2006-821 Attachments: 57865 Rosewood -3jpg; 57865 Rosewood-l.jpg; 57865 Rosewood -2 jpg; 57895 Rosewood-3.jpg; 57895 Rosewood -1 jpg; 57895 Rosewood -2.jpg Here's what we have so far. Deby Conrad Community Safety Manager (760)777-7022 dconrad@la-guinta.org From: Wayne Campbell Sent: Thursday, June 07, 2012 8:28 AM To: Deby Conrad Subject: RE: Model Home Deposit Refund for Standard Pacific TT 32279/MUP 2006-821 Ms Deby An inspection revealed the Standard Pacific, Rosewood Court Properties, converted from models and resident occupied. From: Deby Conrad Sent: Tuesday, June 05, 2012 3:11 PM To: Wayne Campbell (wcampbell(ala-guinta.org) Subject: FW: Model Home Deposit Refund for Standard Pacific TT 32279/MUP 2006-821 Wayne Can you please inspect and let me know what you find. Thanks Deby Conrad Community Safety Manager (760)777-7022 dconrad@la-guinta.org From: Carolyn Walker Sent: Tuesday, June 05, 2012 12:43 PM To: Kay Hensel; Deby Conrad Subject: Model Home Deposit Refund for Standard Pacific TT 32279/MUP 2006-821 I am processing a Model Home Deposit refund for Standard Pacific , Case No. MUP 06-821 (Tract 32279). The project location is noted as bei*Miles West of Madison on Avenue 58. A onal Legal Description Information is: APN: Tr 32279, Lots 13-15 with street addresses of: Lot 13 -75-865 Rosewoodurt; Lot 14 — 57-895 Rosewood Court; and Lot 15-57-925 Rosewood Court. The application date was August 8, 2006 and was submitted by Standard Pacific Coachella Valley. Could you please confirm 1) the homes have been converted from models, and 2) your Department has no outstanding issues that would prevent my refunding their deposit. If you need additional information, please let me know. Thanks for your help. Carolyn Walker, Executive Secretary Planning Department City of La Quinta 760-777-7118 cwalker .la-guinta. orq i :d ♦ > t F, -'\r \ • 'I moi`•_:/�. J-20'. �`tite', e Ol Carolyn Walker • From: Deby Conrad Sent: Thursday, June 07, 2012 8:31 AM To: Carolyn Walker Subject: FW: Model Home Deposit Refund for Standard Pacific TT 32279/MUP 2006-821 Attachments: 57865 Rosewood-3.jpg; 57865 Rosewood -ljpg; 57865 Rosewood-2.jpg; 57895 Rosewood-3.jpg; 57895 Rosewood-l.jpg; 57895 Rosewood -2.jpg Here's what we have so far. Deby Conrad Community Safety Manager (760)777-7022 dconrad@la-guinta.org From: Wayne Campbell Sent: Thursday, June 07, 2012 8:28 AM To: Deby Conrad Subject: RE: Model Home Deposit Refund for Standard Pacific TT 32279/MUP 2006-821 Ms Deby An inspection revealed the Standard Pacific, Rosewood Court Properties, converted from models and resident occupied. From: Deby Conrad Sent: Tuesday, June 05, 2012 3:11 PM To: Wayne Campbell (wcampbellCabla-quinta.org) Subject: FW: Model Home Deposit Refund for Standard Pacific TT 32279/MUP 2006-821 Wayne Can you please inspect and let me know what you find. Thanks Deby Conrad Community Safety Manager (760)777-7022 dconrad@la-guinta.org From: Carolyn Walker Sent: Tuesday, June 05, 2012 12:43 PM To: Kay Hensel; Deby Conrad Subject: Model Home Deposit Refund for Standard Pacific TT 32279/MUP 2006-821 I am processing a Model Home Deposit refund for Standard Pacific, Case No. MUP 06-821 (Tract 32279). ;- ._ � .. ,: S � ,r��Mr�, ire' ��� �� ; � `- � .. � �� � s� � �yfG � _ _ - - \\ll ,, . . �' �` _. � ,�" :�( ; � r�s ; �,. �'-� _.? r t s:.� �•--- 1 � ' r�^ �,. � 7^�f` ��i�r � ' 1 �. � � �,N Carolyn Walker From: Carolyn Walker Sent: Friday, March 30, 2012 11:15 AM To: Diane Martin Subject: Developer Deposit Refund for #07-005 Attachments: 4060_001.pdf Diane I'm a little perplexed about this one — here's why: 1. Page Two is what you gave to me 2. Page One is what was in the file; including what appears to be the original check. I'm trying to figure out why the check, we are supposed to be refunding, is still in the file. Was it electronically deposited and this check is now essentially just a piece of paper? ... or was it returned for some reason? Do you have any further info on this? Carolyn Walker, Executive Secretary Planning Department City of La Quinta 760-777-7118 c walkers � la-guinta. orq F -V 0-,t, 1-U V� k�- )VOt a- 0 �U�(TTDOOR 01HIEnslons SIGNS • MGS • BH HERS • GRfiPHIC RKT • SRES Off ICE DISPUYS f fl X C 0 U E R S NE�ET DOTE - 101-07 Of PGS. RTTRM F r kc- cOmPflny - 'OF- F R 0 m RE. . flailmi f C O m m E n TS: E. Hunter Ave. Anaheim, CA 92807 • 714/578-9555 • Fax 74/663-9578 www.outdoordimensions.com 21'-0' i i r GRAOE • 3'-0' PVC SLEEVE CEMENT SILKSCREENED NYLON FLAG W/ STANDARD FLAG POLE ■ JEW£LGREEN KAMM r. A-3.1 PALO VERDE IlefF STANDARD PACIFIC U13 RFP: MO 88 om DENISE ATE 3/12107 -5 ,6 3lal4S (Dl R I I 3/16107 DC 1 •25 WAM 3/16'=1' SHOP OW : cues APPAOMALn p Amomsm ❑ ASS MI p wm Minn 1581.9BMIp °1m TOUR SIAtlATURI ACOIOWLLMS FULLA"RML OF O NON 1ATOITF ANO COIFTOR, N M"a gTT0001 OITIEAslcvl FBON RUPONS ILM M REMO TO IMCORMT OESI&A AW WFORMTIOII. HURESEFFATM OF WACTTUAL ON IT CALL OUTS FWAL NOLOA WILL DIE MAID AS CLOSE AS p0BlIB,DUET EO KATEAIALSUSlQ CESfBNS ARE TRE PROPLRFY OF OO7pGOR almrmsfQNS ORTIL Pf16CRASfD or Cid" --o OUTDOOR DlmEnslons • 0 1 H January 31, 2007 Ms, Rosie Lara Standard Pacific of Coachella Valley 1717 E. Vista Chino Road, Suite A7 PMB #303 Palm Springs, CA 92262 SUBJECT: MINOR USE PERMIT 2006-821 PALO VER>!E MODEL HOME COMPLEX Dear Ms. Lara: The Community Development Department has reviewed and approved your request for a model home complex- for Tract 32279, located on lots 13-15, '/ mile from the intersection of Madison Street and Avenue 58, subject to the exhibits on file and the following Conditions: Prior to use of the model home complex, a cash deposit in the amount of $1,000.00 shall be posted with the Community Development Department to insure the removal of the improvements once the permit has expired or the use terminated as required by the City Council Ordinance #361. The deposit will be refunded when all model home improvements have been removed. 2. If a building permit is required, contact the Building and Safety Department at (760) 777-7012 for permit requirements. :3. Provide restroom facilities in the office to accommodate personnel. 4. Mounted on the exterior of the sales office shall be a written notice providing emergency personnel your 24-hour emergency phone number they can call in case problems arise that need your prompt attention (i.e., minimum 1" high letters). 5. Install one 2A10BC fire extinguisher inside the sales office. 6. A "Trap fence" is allowed to separate the street from the model homes. The fence shall be a decorative wrought iron fence, and shall be limited to four feet in height. measure from finished grade. 2. )7 ;0) 7 77-101)0 °FA 1760) r7 i 7 1 11 • 0 7. The model home complex shall be permitted to remain open for one year from the time it opens, unless a time extension is applied for and granted by this Department. The Community Development Director may extend the permit for a set time period if needed_ No fee is charged to extend this permit. 8. The applicarittpropertY owner agrees to defend, indemnify, and hold harmless the City of La Quinta (the City"), it's agents, officers and employees from any claim, or litigation arising out of the City's approval of this project. This indemnification shall include any award toward attorney's fees. The City of La . Quinta shall have the right to select its defense counsel in its sole discretion. The Cit y may elect to add. Conditions to this application request to mitigate any problems that arise not previously addressed herein. This decision may be appealed to the Planning Commission by anyone provided they submit the necessary paperwork and filing fee of $175.00 to this office within 15 days of approval of this permit. Should you have any questions please contact me at (760) 777-7125. Sincerely, 4 - A ERIC JA Assistant Planner C: Building & Safety Department Public Works Department STANDARD PACIFIC HOMES March 16, 2007 Mr. Stan B. Sawa Principal Planner Community Development Director City of La Quinta 78-495 Calle Tampico La Quinta, CA 92253 Subject: Modification of Minor Use Permit # 2006-821 Palo Verde Model Complex Dear Mr. Sawa: Please accept this letter as a request to modify Minor Use Permit #2006-821 Palo Verde Model Complex to include a temporary accessible public restroom within the Plan 3 of the Models. The Plan 3 is in Lot 15 of Tract 32279. The address for that lot is 57-925 Rosewood Court, La Quinta, CA. Attached you will find architectural details of this temporary facility which will be located within the garage area of the Model. The facility will be removed and the garage will be restored for its usable function at the expiration of this permit. If you have any questions, please contact me at (760) 699-6214. Respectfully Submitted, Rosie Lara Assistant Project Manger Attachment# 1: MUP#2006-821 Attachment#2: Architectural Set (Stamped and Signed) Southern California — Coachella Valley Division PMB #303, 1717 E Vista Chino Rd, Ste A7, Palm Springs, CA 92262 1 TEL 760.699.6200 I FAX 760.699.6207 1 www.standardpacifichomes.com • January 31, 2007 Ms. Rosie Lara Standard Pacific of Coachella Valley 1717 E. Vista Chino Road, Suite A7 PMB #303 Palm Springs, CA 92262 SUBJECT: MINOR USE PERMIT 2006-821 PALO VERDE MODEL HOME COMPLEX Dear Ms. Lara: The Community Development Department has reviewed and approved your request for a model home complex for Tract 32279, located on lots 13-15, % mile from the intersection of Madison Street and Avenue 58, subject to the exhibits on file and the following Conditions: 1. Prior to use of the model home complex, a cash deposit in the amount of $1,000.00 shall be posted with the Community Development Department to insure the removal of the improvements once the permit has expired or the use terminated as required by the City Council Ordinance #361. The deposit will be refunded when all model home improvements have been removed. 2. If a building permit is required, contact the Building and Safety Department at (760) 777-7012 for permit requirements. 3. Provide restroom facilities in the office to accommodate personnel. 4. Mounted on the exterior of the sales office shall be a written notice providing emergency personnel your 24-hour emergency phone number they can call in case problems arise that need your prompt attention (i.e., minimum 1" high letters). 5. Install one 2A1 OBC fire extinguisher inside the sales office. 6. A "Trap fence" is allowed to separate the st.eelk from the model homes. The fence shall be a decorative wrought iron fence, and shall be limited to four feet in height, measure from finished grade. P.O. prix 150-1 • L:\ Q r I 1':\. ("Ai.1FO1;:N1A 92247-150-1 :_: 78-•195 1.1,r F:�N1111co I -A Q INIA (A , 5 (760) 777-7000 '- FA\ (7(i(1) 777-71 O I r L J 7. The model home complex shall be permitted to remain open for one year from the time it opens, unless a time extension is applied for and granted by this Department. The Community Development Director may extend the permit for a set time period if needed. No fee is ,charged to extend this permit. 8. The applicant/property owner agrees to defend, indemnify, and hold harmless the City of La Quinta (the "City"), it's agents, officers and employees from any claim, or litigation arising out of the City's approval of this project. This indemnification shall include any award toward attorney's fees. The City of La Quinta shall have the right to select its defense counsel in its sole discretion. The City may elect to add Conditions to this application request to mitigate any problems that arise not previously addressed herein. This decision may be appealed to the Planning Commission by anyone provided they submit the necessary paperwork and filing fee of $175.00 to this office within 15 days of approval of this permit. Should you have any questions please contact me at (760) 777-7125. Sincerely, k ERIC C JA Assistant Planner C: Building & Safety Department Public Works Department Eric Ceja6 0 Page 1 of 1 From: Eric Ceja Sent: Monday, March 19, 2007 3:32 PM To:'Imanrique@outdoordimensions.com' Subject: MUP 06-821 - Sales Flags Good Afternoon Lorenzo, I received your fax today regarding the placement of sales flags for the Palo Verde Model Home complex. You are hereby approved by the Community Development Department to place the proposed flags, subject to the following conditions: 1. Flags and their associate poles are limited to 20 feet in height, measured from finished grade. 2. You are limited to 8 flags. 3. The flags are permitted to remain for 6 -months. If you have any questions please feel free to contact me at (760) 777-7125 Thanks, Eric Ceja Assistant Planner Community Development Department City of La Quinta (760) 777-7125 3/19/2007 ---------- - - ------- 0 ---------------- ---------------- ORIGINAL DOCUMENT HAS AN ARTIFICIAL. , ; :EBNA ON._ UDR E_. HOLD AT AN ANGLE TO VIEyV. STANDARD PACIFIC OF COACHELLA VALLEY 15326 Alton Parkway Irvine, CA 92618 (949) 789-1600 70-2328/119 Bank of America Commercial Disbursement Account N0.20000834 Northbrook, IL DATE AMOUNT 08/18/06 $ * * * * * 1,000.00 ONE -R USAND AND 00/100 PAY TO THE ORDER OF: STANDARD PACIFIC CORP. GENERALACCOUNT CITY OF LA QUINTA 78-495 CALLE TAMPICO I -A QUINTA CA 92253 ,in 20000133Lill' 407L92321341: 876 S6IF= 12Wa MODEL HOME DEPOSIT Date: kup 26 2,-,06 Name of Project: 7UGGG9 2006 Purpose of Deposit: �.yio�c � hor CITY LA QUINTA FINANCE DEPT. Expiration Date: 124 �" Amount of Deposit: $ l,` c`c-, Finance Department: Charge to account: 101-000-261-000 Case No:�'�� �' O ` 8 21 2 9 2006 CITY OF LA QUINTA FINANCE DEPT. Project No: Finance (White) Applicant (Yellow) Log (Pink) File (Goldenrod) • CITY OF LA QUINTA REPRINT CUSTOMER RECEIPTf Date: 8/29/86 01 Receipt no: 1877 Customer Location Nave Amount 2202 2M STANDARD PACIFIC HON AD A/R DEVELOPER DEPOSITS Trans number: 11088'88 59855 STD PACIFIC/DEV DEP i07-885 Tender detail CK CHECK 20600834 f1O�.O0 Total tendered 11888.08 Total payment 11888,00 Trans date: 8/28/06 Tine: 16:36:58 �+* THANK YOU FOR YOUR PAYMENTt h hhM1h h'vhM1M1�.M1M1M1hhhM1h+W'L'4M1hhhhhM1M1 M1Y1rM1y M1M1 FOR QUESTIONS PLEASE CALL 768-777-7158 0 e WAR P.O. Box 1504 LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 August 14, 2006 Ms. Rosie Lara Standard Pacific of Coachella Valley 1717 E. Vista Chino Road, Suite A7 PMB #303 Palm Springs, CA 92262 SUBJECT: MINOR USE PERMIT 2006-821 PALO VERDE MODEL HOME COMPLEX Dear Ms. Lara: (760) 777-7000 FAX (760) 777-7101 =1Lf COPY The Community Development Department has reviewed and approved your request for a model home complex for Tract 32279, located on lots 13-15, 1/4 mile from the intersection of Madison Street and Avenue 58, subject to the exhibits on file and the following Conditions: 1. Prior to use of the model home complex, a cash deposit in the amount of $1,000.00 shall be posted with the Community Development Department to insure the removal of the improvements once the permit has expired or the use terminated as required by the City Council Ordinance #361. The deposit will be refunded when all model home improvements have been removed. 2. If a building permit is required, contact the Building and Safety Department at (760) 777-7012 for permit requirements. 3. Provide restroom facilities in the office to accommodate personnel. 4. Mounted on the exterior of the sales office shall be a written notice providing emergency personnel your 24-hour emergency phone number they can call in case problems arise that need your prompt attention (i.e., minimum 1" high letters). 5. Install one 2A10BC fire extinguisher inside the sales office. 6. The model home complex shall be permitted to remain open for one year from the time it opens, unless a time extension is applied for and granted by this Department. The Community Development Director may extend the permit for a set time period if needed. No fee is charged to extend this permit. III • • 7. The applicant/property owner agrees to defend, indemnify, and hold harmless the City of -La Quinta (the "City"), it's agents, officers and employees from any claim, or litigation arising out of the City's approval of this project. This indemnification shall include any award toward attorney's fees. The City of La Quinta shall have the right to select its defense counsel in its sole discretion. The City may elect to add Conditions to this application request to mitigate any problems that arise not previously addressed herein. This decision may be appealed to the Planning Commission by anyone provided they submit the necessary paperwork and filing fee of $175.00 to this office within 15 days of approval of this permit. Should you have any questions please contact me at (760) 777-7125. Sincerely, ERIC CEJA Assistant Planner C: Building & Safety Department Public Works Department 03,0�.0� fv� La �v�vrl� 17 "ry md9ftri.-CICLIUMF wl W ui Liu, T .. . . . . . . . . . . jz;" Mii_ Al: ATL. 24- Nov - Ar 4� L YFf k A vFm -NUE-68- Q7, munN, LAZ&AY, i -AVENUE 55 7 ENTRY EMARGEMPENT Wt, CA�t�I 1�V� trn�� � � jtfloy, nq�4�t� Li,XjMU-,'lIlPy' DcVELOPMEW DEPARTMEn. By z DPJ E EXHL 'T it Pt_ GASL oc - 82, PLAN 3-C Interior / Exterior Design Theme: "SPANISH COLONIAL" Interior: Blue colors, classic Spanish furniture, traditional, heavy, substantial feeling, "turned legs" on furniture, Saltillo flooring in 18" sq. grid. Exterior: 0 Traditional Spanish pool / spa • Spanish Colonial gazebo with round columns (dining area) with possible sheer "drapes" on sides gathered back... • Classic Spanish pots on pedestals behind pool with large succulents (i.e. Agave) • Low accent walls in front yard with pilasters to match architecture 0 18" sq. paving in court yard and accent areas to match interior. PEDESTALS WITH POTS SPA POOL 1■II I��■� 111F Es 1■II 10111 ON llr�,mil l�Mi 1- 000,1 i (NO TURF) DINING GAZEBO MEMO MOMEN INMENEM IN� ■M■EMS■ 11 ■MESON■ IMEMEMEIN MINEMEM NMEMMNM li■iii■ �� - ■ t'!1 �911 ii �^1^::' ■ �i JIll�llliil�'�� ■ '11 PLAN 3 PLAN 2-B Interior /Exterior Design Theme: "DESERT CHIC" Interior: Green colors, black / white accents, crystal chandeliers, "art deco" furniture accents and wall accents, decorative 3-D mirrors, limestone flooring in 24" sq. 45° grid pattern. Exterior: 0 Art Deco / Mid -Century hardscape and pool forms. • Raised (6" step) circular dining platform • Possible raised pool wall / shelf @ rear of pool with decorative spouts and pots to match interior •Color concrete paving accents @ 24" sq. grid pattern in courtyard and selected front / rear yard areas. RAISED DINING TERRACE r.C,O,r EII 11 II 1 / TURF — — — TEMPORARY MODEL CIRCULATION WALKWAY PLAN 2 -4-- PLAN I -B Interior / Exterior Design Theme: "URBAN DESERT" Interior: Browns, earthy colors, crisp.... Modern / abstract art, "Asian / clean" design influence, stainless appliances, granite counter tops, weathered hardwood flooring. Exterior: • Strong, structural, contemporary shapes / forms. 0 Possible granite or ledgestone rear pool wall/spa accent material (clean/architecturalfeel) • Possible dark brown "Botnacron" (stamped concrete) pool deck and front yard paving accents (Alt. material: pavers to match driveway) • Built-in BBQ in rear yard, polished concrete counter top and stainless BBQ. F7 RAISED BAND BEAM: GRANITE OR STONE SPA POOL PLAN 1 Mill - ^ Iv O1/2" x 13" MACHINE BOLTS W/ WASHERS AT O1" x 4" PLANTON W/ 45° END CUT TO O COMPACTED SUBGRADE 1 q CONCRETE FOOTING W/ LIGHT WASH FINISH BOTH ENDS - COUNTERSINK INTO BEAM ACCOMODATE 2 x 4" DETAIL AND 3/4 CHAMFER ON TOP EDGE PER O2 1/2" CHAMFER © 6" x 6" POST 10 FINISH GRADE OR SURFACE BUILDING DEPARTMENT REQUIREMENTS - EXPOSE FOOTING PER CODE O1 SCREW W/ AS ER INTO POST NOTCH 1 O GRAB BEAMSCE W`/6" x 11CUT - ATTACH TO/4" LAG SCREWS W/ 1 1 BOTH ENDS MACHINE BOLTS W/ WASHERS @ 15 FACE OF BUILDING 1/2" TO RECEIVE BEAM WASHER, COUNTERSINK AND CAULK 12 SIMPSON POST ANCHOR NOTE: O$O 4" x 8" GRAB BEAMS - ATTACH TO POST W/ O 1.) CAULK ALL JOINTS AND JUNCTIONS 4° DETAIL PLANTON WI 45° END CUT TO MACHINE BOLTS -NOTCH 1" TO RECEIVE 13 2" x 12" POST BASE 2.) ALL WOOD TO BE RE -SAWN LUMBER M RECEIVE 1 x4" PLANTON 3.) PAINT WOOD WITH (1) COATS OF LATEX LATTICE. TOENAIL INTO 4X10 GRAB BEAM BASE ENAMEL PRIMER AND (2) COATS OF LATEX BASE SEMI -GLOSS ENAMEL COLOR TO BE SELECTED BY CENTEX. 71 14'- 0" +/ 2'-O" 3 7 r l N (�Y 4 M s 5 � 6 U U to � 212 z 10 11 SIDE ELEVATION WOOD TRELLIS - SALES OFFICE n % " BAR-B-QUE 1/4"=1'-0 `-� FALLOW AREA SEAT - WALL #-Ma I I III I=■=°■= ='■=� ' �IUr II 11 1 1 AS r 1=i6. ■=i.!i �.■. 1 1 1 ■!. 11■ ■11■! 11■! PALO VERDE LA QUINTA, CA STANDARD PACIFIC HOMES CONCEPTUAL LANDSCAPE PLAN MODEL COMPLEX 08.01.06 H.C. RESTROOM WOOD SCREEN FENCE TEMPORARY MODEL CIRCULATION WALKWAY LOW PILASTER W/ SQUARE POT section NNNN� NNNNN NNNNI NMI WOOD TRELLIS SEE DETAIL 'A' ABOVE SALES _N TRAILER OUT II TRAPFENCE FRONT ELEVATION 1 H.C. PATH OF TRAVEL 2 3 4 5 6 7 TEMPORARY PARKING AREA rn I 10 11 12 13 15 MASONRY WALL P. is e'�. i /J �, t I YC PLAN 3-C Interior/ Exterior Design Theme: "SPANISH COLONIAL" Interior: Blue colors, classic Spanish furniture, traditional, heavy, substantial feeling, "turned legs" on furniture, Saltillo flooring in 18" sq. grid. Exterior: • Traditional Spanish pool / spa • Spanish Colonial gazebo with round columns (dining area) with possible sheer "drapes" on sides gathered back... • Classic Spanish pots on pedestals behind pool with large succulents (i.e. Agave) • Low accent walls in front yard with pilasters to match architecture • 18" sq. paving in court yard and accent areas to match interior. PEDESTALS WITH POTS T� I� Tl /1 A 111 1 PLAN 2-B Interior/ Exterior Design Theme: "DESERT CHIC" Interior: Green colors, black / white accents, crystal chandeliers, "art deco" furniture accents and wall accents, decorative 3-D mirrors, limestone flooring in 24" sq. 45" grid pattern. Exterior: • Art Deco / Mid -Century hardscape and pool forms. • Raised (6" step) circular dining platform • Possible raised pool wall / shelf @ rear of pool with decorative spouts and pots to match interior • Color concrete paving accents @ 24" sq. grid pattern in courtyard and selected front / rear yard areas. RAISED DINING TEMPORARY MODEL CIRCULATION WALKWAY PLAN 1-B Interior / Exterior Design Theme: "URBAN DESERT" Interior: Browns, earthy colors, crisp.... Modern / abstract art, "Asian / clean" design influence, stainless appliances, granite counter tops, weathered hardwood flooring. Exterior: • Strong, structural, contemporary shapes / forms. • Possible granite or ledgestone rear pool wall/spa accent material (clean/architecturalfeel) • Possible dark brown 'Bomacron" (stamped concrete) pool deck and front yard paving accents (Alt, material: pavers to match driveway) • Built-in BBQ in rear yard, polished concrete counter top and stainless BBQ. D ATQ�n UAATn RT AAT. PALO VERDE LA QUINTA, CA STANDARD PACIFIC HOMES CONCEPTUAL LANDSCAPE PLAN MODEL COMPLEX 08.01.06 0 5' 10' 20' 30' 40' LOW PILASTER W/ SQUARE POT (D 112" x 13" MACHINE BOLTS W/ WASHERS AT BOTH ENDS - COUNTERSINK INTO BEAM 2 1/2" CHAMFER ii�� 4" x 10" GRAB BEAM - USE 4 1/2" 1/4" LAG SCREW W/ WASHER INTO POST - NOTCH 1 1/2" TO RECEIVE BEAM ® 3" x 4" DETAIL PLANTON W/ 450 END CUT TO RECEIVE 1 x 4" PLANTON F1 O1" x 4" PLANTON W/ 45° END CUT TO O COMPACTED SUBGRADE 14 CONCRETE FOOTING W/ LIGHT WASH FINISH ©ACCOMODATE 2 x 4" DETAIL 6" x 6" POST 10 FINISH GRADE OR SURFACE AND 314 CHAMFER ON TOP EDGE PER BUILDING DEPARTMENT REQUIREMENTS - 7O 3" x 4" LATTICE W/ END CUT - ATTACH TO 1 1 1/2" x 6" MACHINE BOLTS W/ WASHERS @ EXPOSE FOOTING PER CODE FACE GRAB BEAMS W/6" x 1/4" LAG SCREWS W/ BOTH ENDS 15 OF BUILDING WASHER, COUNTERSINK AND CAULK 12 SIMPSON POST ANCHOR NOTE: $� 4" x 8" GRAB BEAMS - ATTACH TO POST W/ 1.) CAULK ALL JOINTS AND JUNCTIONS MACHINE BOLTS -NOTCH 1" TO RECEIVE 13 2" x 12" POST BASE 2.) ALL WOOD TO BE RE -SAWN LUMBER LATTICE. TOENAIL INTO 4X10 GRAB BEAM 3.) PAINT WOOD WITH (1) COATS OF LATEX N Q 4 5 0 6 to 2 z 1012 12 11 SIDE ELEVATION WOOD TRELLIS - SALES OFFICE 1/4"=1'-0" 1'-0"+/- BASE ,_0„+/- BASE ENAMEL PRIMER AND (2) COATS OF LATEX BASE SEMI -GLOSS ENAMEL COLOR TO BE SELECTED BY CENTEX. Mram FRONT ELEVATION 1> hells e_ 14'- 0" 2,_0„ r-0„ _0, ^T Q I / "I N Q 4 5 0 6 to 2 z 1012 12 11 SIDE ELEVATION WOOD TRELLIS - SALES OFFICE 1/4"=1'-0" 1'-0"+/- BASE ,_0„+/- BASE ENAMEL PRIMER AND (2) COATS OF LATEX BASE SEMI -GLOSS ENAMEL COLOR TO BE SELECTED BY CENTEX. Mram FRONT ELEVATION 1> hells e_ PROVIDE MINIMUM 5•X7" INTERNATIONAL SIGN OF ACCESSIBILITY DECAL OR PLASTIC SIGN POSTED ON DOOR OR SIDE LIGHT AT 60" ABOVE ENTRY LANDING IN COMPLIANCE WITH TITLE 24 G.B.C. 11118.5. UNISEX SANITARY FACILITIES SHALL BE IDENTIFIED BY A GIRDLE 1/4" THICK, 12" DIAMETER WITH A 1/4" THICK TRIANGLE SUPERIMPOSED ON THE CIRCLE AND WITHIN THE 12" DIAMETER. G.B.G. 11155.5. ADDITIONAL 51GNASE REQUIREMENT5: RAISED LETTERS SHALL BE PROVIDED AND SHALL BE ACCOMPANIED BY BRAILLE IN CONFORMANCE WITH C.5.0. 111-78.5.6. THEY SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE, INCLUDING AT DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL, PREFERABLY ON THE RIGHT. MOUNTING HEIGHT 5HALL BE 60 INGHE5 ABOVE THE FINISH FLOOR TO THE CENTER LINE OF THE SIGN. MOUNTING LOCATION SHALL BE DETERMINED 50 THAT A PERSON MAY APPROACH WITHIN 3 INCHES OF 516NA6E WITHOUT ENCOUNTERING PROTRUDING 05-EGT5 OR STANDING WITHIN THE SWING OF A DOOR. G.B.G. 1117$.5.7. BACKGROUND MATERIAL: FINISH AND DOLOR: E&GSHELL OR MATTE FINISH, GONTRASTIN6 WITH WALL COLOR SYMBOLS AND CHARACTERS: FINISH AND COLOR, EGGSHELL OR MATTE FINISH, CONTRASTING WITH BAGK&ROUND COLOR 12• TYP. PICTORIAL SYMBOL: HEIGHT: 6' MINIMUM `--II1T�tUi:lC7W+!' 3Yt�':_' ,.,=:��.:':s:�:i:Lil:::ll'i• HEIGHT: b• MINIMUM R: COLOWHITE FIGURE ON BLUE BACKGROUND. BLUE SHALL BE EQUAL TO COLOR NO. 15090 IN FEDERAL STANDARD 5958 U1ROOM NAME: 12' LETTER TYPE: SANS -SERIF, UPPERCASE, RAISED 1/32MINIMUM ABOVE BACKGROUND SURFACE, HEIGHT 5/8' MINIMUM, 20 MAXIMUM. LETTER PROPORTIONS: A1TH-TO-IEISHT RATIO OF BETWEEN 3:5 AND Id, AND STROKE WIDTH TO HEIGHT RATIO BETNEEN 1:5 AND I:10. CONTRACTED &RADE 2 BRAILLE: DOTS 1/10' ON CENTER IN EACH CELL, WITH 2/10' SPADE BE'TVEEN CELLS. DOTS RAISED 1/40' 12• ABOVE BACKGROUND 5URFACE. WOMEN: ���, 12" DIAMETER GIRDLE MEN; = MEN EQUILATERAL. TRIANGLE MEN I-, WITH 12• SIDES _ DOOR SYMBOL UNISEX: 12' DIAMETER CIRCLE W/ EQUILATERAL TRIANGLE SUPERIMPOSED ON THE CIRCLE MATERIAL: 1/4' THICK ACRYLIC, BLU_ COLOR EQUAL TO COLOR NO. 150010 IN FEDERAL- STANDARD 5958 DOOR S 1 GN OCONCRETE STOOP OPWATHER STRIPPING OACCESSIBLE THRESHOLD - PROVIDE BITUMINOUS COATING ON THRESHOLD FOR SEPARATION OF ALUMINUM 4 CONCRETE OR OTHER APPROVED MEASURE Q -- TO ISOLATE/PROTECT PER CB.C. 2004.3 O SEALANT 3�-- 2 OCONCRETE SLAB I� THRESHOLD AT 5NI NG- I N DOOR AT FIRST FLOOR a MOD. VH -To 4/1/04 SCALE: 5'*' -0" ACCESSIBILITY NOTES I . CONTROLS AND OPERATING MECHANISMS SHALL BE PROVIDE CLEAR FLOOR SPACE THAT ALLOWS EITHER A FORWARD OR APPROACH BY A PER50N USING A WHEELCHAIR THIS CLEAR SPACE SHALL BE PROVIDED AT ALL CONTROLS DISPENSERS, RECEPTACLES, AND OTHER OPERABLE EQUIPMENT. A. THE HIGHEST OPERABLE PART OF ALL CONTROLS, P15MM RECEPTACLES, AND OTHER OPERABLE EQUIPMENT SHALL I WITHIN AT LEAST ONE OF THE REACH RANGES. EXCEPT A MOUNTED NO LESS THAN 152 ABOVE THE FLOOR B. THE FORGE REQUIRED TO ACTIVATE WATER CLOSET AND URINAL FLUSH VALVE CONTROLS AND FAUCET AND OPERATING MECHANISM CONTROL5, 5HALL BE NO GREATER THAN 5 LSF. G.B.G. 11158.2.1x.1 2. FAUCET GONTROL5 AND OPERATION MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. C.B.C. 111583.13.1 S. 5ELF-CLOSING FAUCET CONTROL VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. C.B.G. 11158.2.13.1 4. WATER CLOSET CONTROLS FOR THE FLUSH VALVES SHALL BE MOUNTED TON THE AIDE HE FLOOR. THE OF THE TOILET AREA, NO MORE THAN 440 ABOVE 5. HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. 6. THE STRUCTURAL STRENGTH OF GRAB $ARS, TVB SEATS, FASTENERS, AND MOUNTING DEVICES SHALL MEET THE FOLLOWING 5PEGIFIGATION: A. BENDING STRESS IN A GRAB BAR OR SEAT INDUCED BY THE MAXIMUM BENDING, MOMENT FROM THE APPLICATION OF 250 LBF 5HALL BE LEST THAN THE ALLOWABLE STRESS, FOR THE MATERIAL OF THE GRAB BAR OR SEAT. 6. 5W -AR 5T1Z II1b1-W;EV IHV" C�ii<,!i'i:hK'LrY x=� `31 TTS' APPLICATION OF 250 LBF SHALL BE LESS THAN THE ALLOWABLE SHEAR STRC-SSG FOR THE MATERIAL OF THE GRAB BAR OR SEAT. IF THE CONNECTION BE rHEEN THE GRAB BAR OR SEAT AND ITS MOUNTING BRACKET OR 07HM SUPPORT 15 CONSIDERED TO BE FULLY RESTRAIN®, THEN DIRECT AND TOR51ONAL SHEAR 5TPZ-55M SHALL BE TOTALED FOR THE COMBINED SHEAR 57RE55, WHICH SHALL NOT EXCEED THE ALLOWABLE SHEAR STRESS. G. SHEAR FORGE INDUCED IN A FASTENER OR MOUNTING DEVICE FROM THE APPLICATION OF 250 LBF SHAIJ_ BE LESS THAN THE MOUNTING DEVICE OR THE SUPPORTING 5TRUCTVRE, WHiGFEVER 15 THE SMALLER ALLOWABLE LOAD. D. TENSILE FORGE INDUCED IN A FASTENER BY A DIRECT TEN51ON FORGE OF 250 LBF PLUS THE MAXIMUM MOMENT FROM THE APPLICATION OF 250 LBF SHALL BE LESS THAN THE ALLOWABLE WITHDRAWAL. AND THE SUPPORTING STRUCTURE. E. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. 7. MIRRORS SHALL BE MOUNTED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE NO HIGHER THAN 40" ABOVE THE FINISH FLOOR. 8. WHERE TOWELS, SANITARY NAPKINS, WASTE REGEPTACLE5, AND OTHER SIMILAR DISPENSING AND DISPOSAL FIXTURES ARE PROVIDED, AT LEAST ONE OF EACH TYPE SHALL BE LOCATED WITH ALL OPERABLE PART5, INCLUDING COIN 5LOTS, WITHIN 40" FROM THE FINISHED FLOOR. CB.G. 11155.01.2 01. FORWARD REACH: IF THE CLEAR FLOOR SPACE ONLY ALLOWS FORNWRD APPROACH TO AN 05 -ECT, THE MAX. HIGH FORWARD REAC44 ALLOWED SHALL BE 480. THE MIN. LAW FORWARD REACH IS 15". 10. SIDE REACH: IF THE CLEAR FLOOR SPACE ALLOWS PARALLEL APPROACH BY A PERSON IN A A HEELGHAIR, THE MAX. HIGH SIDE REACH ALLOWED SHALL BE 54" AND THE LAW 51DE REACH SHALL BE NO LE55 THAN 9'. 11. TOILET ROOM FLOORS SHALL HAVE A SMOOTH, HARD, NONA155ORBENT SURFACE SUCH AS PORTLAND GEMENT, CONCRETE, CERAMIC TILE OR OTHER APPROVED MATERIAL WITHIN 24" OF THE FRONT AND 51DE-5 OF URINALS SHALL BE SIMILARLY FINISHED TO A HEIGHT OF 48" AND, EXCEPT FOR STRUCTURAL ELEMENTS, THE MATERIALS USED IN SUCH WALLS SHALL BE A TYPE WHICH 15 NOT ADVERSELY AFFECTED BY MO15TURE. C.B.C. 11158.01.5. 12. THE SURFACE OF FLOOR SHALL BE SLIP RESISTANT. WHEN TESTED IN ACCORDANCE WITH ASTM 010255 TEST PROCEDURE FOR COEFFICIENT OF FRICTION, TILE MUST ACHIEVE A Vi', --T AND DRY VALUE OF NOT LE55 THAN 0.80 PRIOR TO THE - INSTALLATION OF FLOOR COVERIN6, A WRITTEN STATEMENT FROM THE FLOORING MANUF. MUST BE SUBMITTED TO THE DEPT. OF BUILDING AND SAFETY STATING THAT THE PROMJCT ' 0 BE INSTALLED MEETS CURRENT INDUSTRY STANDARD5 FOR SLIP RESISTANCE. HARDWARE NOTES: 13. THE BOTTOM 10" OF ALL DOORS, EXCEPT AUTOMATIC AivD 2 5LIDIN6, SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO OPEN BY A WHEELCHAIR FOOTREST OJ YtiTl!GUT' ::id_i:il: '�; TiCiR7 0%'ffr reiDl lx. ;Wf U - NARROW FRAME DOORS ARE U5ED, A 10" HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR WHICH WILL ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARD. 14. HAND -ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED 5ETWEEN 30 AND 44 INCHES ABOVE THE FLOOR. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN THE PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER -TYPE HARDWARE, PANIC BARS, PUSH-PULL BARS, OR OTHER HARDWARE DE51&NW TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. GBG 1133.5.2.53 15. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE 2 OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. GBG 1003.3.1.8 D 1 16. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS FOR EXTERIOR AND INTERIOR DOORS. CBG 11335.2.5 17, IF THE DOOR HAS A CLOSER THEN THE 5AE P PERIOD OF TIE CLOSER SHALL BE ADJUSTED 50 THAT FROM AN OPEN POSITION OF 70 DEGREES THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3' FROM THE LATCH, MEASURED TO THE LEADING EDGE OF THE DOOR GBG I133.B3.5.1 NOTES FOR BUILDER 4-1-04 1 1 . THESE DRAWIN&S ALTER THE ORIGINAL INTENDED USE OF THE BUILDIN& THE CONTRACTOR SHOULD CONSULT WITH THE MECHANICAL CONTRACTOR TO DETERMINE THE NEW REQUIREMENTS. 2. THESE DRAWINGS ARE SUPPLEMENTARY TO THE ARGHITSt- URAL_ 5. SEE FINAL INTERIOR SPECIFICATIONS FOR ALL FIN15H SELECTIONS. 4. ALL 0HAN6E5 TO THE BUILDING ARE THE RESPONSIBILITY OF THE BUILDER. 5. ALL DIMENSIONS ARE TO FACE OF ROUGH AND/ OR CENTER LINE OF OPENING OR FIXTURE. 6. DOOR AND WINDOW5 HEADS ARE AT b'-8" A.F.F. UNLESS OTHERWISE NOTED AS PER. ELEVATION. 'I . FURR PERIMETER WALLS 50 INTERIOR FINISH CONGEALS CONCRETE STEM AT FLOOR 8. OMIT 0UR5 AT DOORS AND WHERE NOTED. 01.. STT.R3.OFF PUAN01N6 FROM OMITTED FIXTURES IN FLOOR WALLS, AND/ OR CEILIN&. 10. BUILDER TO OMIT OR COVER ALL STANDARD ELECTRICAL. I I . ALL INTERIOR WINDOWS TO BE FIXED GLASS W/ 3/4' COVE MOULDING WOOD STOPS. FINISH AS PER ELEVATION U.". 12. BUILDER TO USE BASE 4 CASING AS NOTED ONE ELEVATIONS. 15. WALLS TO BE TEXTURE LIGHT ORANGE PEEL UNLE55 OTHERWISE NOTED BY WALLPAPER SYMBOL. PROJECT SUMMARY OWNER: - -- STANDARD PACIFIC HOMES PROJECT ADDRESS: --- ROSEWOOD COURT, LA QUINTA PROPERTY TRACT # - TRACT # 32279 BLDG. CLASSIFICATION: - SINGLE FAMILY DETACHED R3/U1 TYPE OF CONSTRUCTION: - TYPE V -N FIRE ZONE: - _._..._ _ -- N/A CODES: - 2001 CA BUILDING, MECHANICAL AND PLUMBING CODES 2002 CA FIRE CODE 2004 CA ELECTRIC CODE 2005 CA ENERGY CODE GOVERNING BODY: - - CITY OF LA QUINTA SEQUENCE OF DRAy�TINGS sht. plan description COVER 5HEET 6.1 GENERAL NOTES 6 2 GENERAL. NOTES 6 3 GENERAL NOTES RESTROOM - - RPL I f I AGGESSIBLE RESTROOM - PLAN "3 -HR• 1 I 6 I TOTAL S4EET5 BMSENLANI LAGONI ARCHITECTURE AND I LAND PLANNING 2031 Orchard Drive Newport Beach, CA 92660 Ph: 949-553-9100 Fax: 949-553-0548 www.bassenianlagoni.com CITY SUBMITTAL #2 DATE: 7-7-06 REVISIONS CLIENT 7-18-06 FOR BID PURPOSE ONLY, REVISIONS PRIOR TO CONSTRUCTION MAY BE DUE TO ENGINEERING AND ARCHITECTURAL BACK CHECK AND/ OR AGENCY REVIEW & APPROVAL STANDARD PACIFIC HOMES 15326 ALTONPARKWAY IRVINE, CA 92618 PH: (949) 789-1600 FAX: (949) 789-1709 PALO VERDE SHEET TITLE / NO.: COVERI JOB NUMBER 152-05394 COPYRIGHT©2005 BASSENIAN LAGONI ARCHITECTS GENERALNOTES OCTOBER 2002 (2001 CALIFORNIA CODES) DIVISION 1 GENERAL REQUIREMENTS Work performed shall comply with the following: 1. These General Notes unless otherwise noted on plans or specifications. 2. Building Code, applicable edition. 3. All applicable Local, State and Federal Codes, Ordinances, Laws, Regulations and Protective Covenants governing the site of work. 4. Standard Specifications of ASTM. 5. In case of conflict, the more stringent requirements shall govern. 6. "Or Equal": The Contractor shall submit for the Architect's and Builder's approval all materials or equipment which is considered "or equal" to that specified. On Site Verification of all dimensions and conditions shall be the responsibility of the Contractor and Sub-Crintrac•tors. Nbted dimensions cake precedent over scale. Each Contractor or Sub -contractor shall report to Project Superintendent all Conditions which prevent the proper execution of their work. Client's Architect and Project Superintendent to be notified immediately by Contractor or Sub -contractor should any discrepancy or other question arise pertaining to the working drawings and/or specifications. The Contractor shall be held responsible for the results of any errors, discrepancies, or omissions which the Contractor failed to notify the Architect of before construction and/or fabrication of the work. Sub -contractor shall: insure that all work is done in a pro esslenal workmanlike manner by skilled mechanics and shall replace any materials or items damaged by Sub- contractors performance. Sub -contractors and suppliers are hereby notified that they are to confer and cooperate fully with each other during the course of construction to determine the exact extent and overlap of each other's work and to successfully complete the execution of the work. All Sub -contractor workmanship will be of quality to pass inspections by local authorities, lending institutions. Architect or Builder. Any one or all of the above mentioned inspectors may inspect workmanship at any time, and any corrections needed to enhance the quality of building will be done immediately. Each Sub -contractor, unless specifically exempted by the terms of his sub -contract agreement, shall be responsible for cleaning up and removing e is from the job site all trash and d br not left by other Sub -contractors. Builder will determine how soon after Sub- contractor completes each phase of his work that trash and debris will be removed from the site. Structural Engineering: 1. Refer to the current calculations for any question regarding lumber grades, beam and header sizes, footing and shear requirements. 2. No deviations from structural details shall be made without the written approval of the Structural Engineer. Approval by City Inspector does not constitute authority to deviate from plans or specifications. Soils En ineerin : g g 1. Refer to the current Soils Report for any questions renardinn sail regpirement:e. (See C. -ver Shleft� DIVISION 2 SITE WORK 1. All footings shall rest on firm natural soil or approved ABOVE AIR CONDITIONING compacted fill. (Refer to Soils Report.) ACOUS. ACOUSTICAL 2. Refer to the current Civil Engineer's grading and plot ADJ. plans. S.H. SINGLE HUNG AL. ALT. ALUMINUM ALTERNATE 3. Refer to the current Landscape Architect's grading and INTERIOR construction documents. AVERAGE SPN. SILL PLATE NAILING 4. All finish grades to drain away from the building footings. DIVISION 3 CONCRETE Materials 1. Concrete stoops to be machine mixed and placed in accordance with C.B.C. Section 1905. Concrete to reach a strength of 2500 p.s.i. minimum in 28 days. Refer to Structural Engineer's plans, specifications and calculations for all other structural concrete requirements. Construction; 1. Top of concrete slabs to be minimum 6" (8" HUD) above finish grade. 2. Reinforcing bars shall conform to ASTM A-615-40 and applicable C.B.C. standards. Refer to structural engineers drawings. 3. Sill Fastening - verify w/ structural engineers drawings. t r;Cr ttur.- s ri q --ne e:tiercr bearing Hail's: 3/8dia. x 101, anchor bolts with 2" x 2" x 3/16" thick plate washers, 7" into concrete spaced not more than W-0" apart. There shall be a minimum of two bolts per piece with one bolt located not more than 12 inches or less than seven bolt diameters from each end of the piece unless otherwise noted on plans or Structural Engineer's calculations. Interior bearing walls: Approved 3/8" diameter shot pins with 2" diameter cadmium washers, 4'-0" o/c maximum, 6" from corners and splices unless otherwise noted on plans or Structural Engineer's calculations. Interior non-bearing walls: Approved shot pins with cadmium washers, 4'-0" o/c maximum, 6" from corners and splices unless otherwise noted on plans or Structural Engineer's calculations. DIVISION 3 (Cont'd) CONCRETE 4. Unless otherwise noted or shown on plans, the minimum clear distance of the reinforcement to the face of the concrete shall be: A. Slab on grade...............................2" B. Concrete against earth: Formed.......................................2 Without Form ................................. 311 5. Foundation (widths and depths) and reinforcing as shown on plans are superseded by any local codes or ordinances which require increases of the same. 6. All load bearing footings shall be to level undisturbed soil to depth shown on drawings and shall conform with the soils report. Report attached as part of plans. 7. Pipes may pass through structural concrete in sleeves, but nt(.111L` d,e ttmlieL'lil:L* 'ihlerielll. i'Ipsa or ducts exceeding one-third the slab or wall thickness shall not be placed in the structural concrete unless specifically detailed. S. Do not place concrete until all reinforcement, conduit outlet boxes, anchors, hangers, sleeves, bolts or other embedded materials and items are securely and properly fastened in their proper places and position. Sub -- contractor shall verify installation of hold-down and anchor bolts, PA straps and other anchorage material and items prior to placement of concrete. 9. POST -TENSION SLABS, if applicable: Post -Tension loads from structure above to be supplied to post -tension engineer prior to post -tension design. Anchor bolts and other hardware to be shown on post -tension plans to avoid mis-location of hardware, and possible field fixes, which may cut tendons. DIVISION 4 MASONRY 1. All masonry shall be reinforced grouted masonry. Grout solid all cells which contain rebar, bolts, etc. Grout solid all cells below grade. 2. Mortar shall be Type 'S' mixed in the proportions of 1 part Portland Cement to 1/2 to 1/4 parts lime putty to 2 1/4 to 3 times the sum of the cement plus lime putty parts of sand. 3. Grout shall attain a minimum compressive strength of 2000 p.s.i. and shall be mixed in proportions of 1 part Portland Cement to 1/10 part lime putty to 2 to 3 parts sand to a maximum of 2 parts gravel. 4. Aggregates for mortar and grout shall be natural sand and rock conforming to ASTM C-144 (mortar) and C-404 (Grout). 5. Cement shall be Portland Cement conforming to ASTM C-150, Type I or ll, low alkali. 6. All concrete block shall conform to ASTM C90, Grade N-1. 7_ All. hrick. ihrll. '%i, ' ,,CJLS. 'IiAi. 8. All reinforcement, bolts, etc. shall have a minimum grout coverage of 3/4". All brick shall have a minimum of 2 1/2" grout space. 9. See the architectural drawings for type of units, laying pattern and joint details. Unless specifically shown otherwise, all concrete block and brick shall be laid in running bond. 10. Set bolt, anchors, reglets, sleeves, inserts or other items necessary for the attachment of subsequent work. 11. When absolutely necessary for construction purposes to stop off longitudinal runs of masonry, stop off only by racking back one half unit length in each course. Teething shall not be permitted. DIVISION 5 METALS Materials: 1. Structural steel and miscellaneous iron shall conform to ASTM A-36. 2. Bolts, nuts and screws shall conform to ASTM A-307 Grade „A„ 3. Welding rods shall conform to AWS for intended use. 4. Steel plates shall conform to ASTM A-282, Grade "A". 5. Steel tubing shall conform to ASTM A-501. 6. Dryer vent to outside air per manufacturer's specifications and local jurisdictional requirements. Reinforcing Steel: (REFER TO STRUCTURAL ENGINEERS PLANS) 1. Reinforcing steel shall conform to ASTM A-615, Grade 40 for sizes #3 and #4 and Grade 60 for sizes #5 or larger.. 2. Welded fabric (mesh) shall conform to the latest revised ASTM A-185. Smooth wire fabric shall conform to ASTM A-85, yield strength 60 KSI. 3. Welding of reinforcing steel shall conform to AWS D12-1 using low hydrogen electrodes. 4. All bars in masonry shall be lapped with a minimum of 40 bar diams. (2'-0" min.) at all splices unless noted otherwise. 5. All bars in concrete shall be lapped a minimum of 36 bar at ali' _spi%Caa unh,ass no -'ad oiharwilse. 6. Splices of horizontal rebar in walls and footings shall be staggered 4'-0" minimum. 7. Dowels for walls and columns shall be the some size and spacing as the wall/column reinforcing unless noted otherwise. 8. All bending of reinforcing steel shall conform to the latest adopted edition of the Building Code. DIVISION 6 CARPENTRY Lumber Grades - 1. All lumber shall be marked and conform with the standard grading and dressing rules P.S. 20-70 of the West Coast Lumber Inspection Bureau. 2. Studs, joists, rafters, foundation plates, or sill, planking 2 inches or more in depth, beams, stringers, posts, structural sheathing and similar load-bearing members shall be of at least the minimum grades set forth in the Uniform Building Code, applicable edition; the current structural engineers calculations and plans. 3. All exposed beams 4x or larger are to be FOHC. 4. Sizes noted and referenced are nominal sizes. See plans for net size when specified. Glued Laminated L umher: 1. All fabrication and workmanship shall conform to the current edition of the Standard Specifications for Structural Glued Laminated Douglas Fir Coast Region) Lumber by the West Coast Lumbermen's Association and the current edition of Timber Construction. 2. All glued laminated members shall be Douglas Fir, Combination 24F with waterproof resorcinol or phenol resorcinol glue conforming to Federal Specification MIL -A- 397 -B. Core laminations may be hem fir. Use combination 24F -V4 or 24F -V5 for simply supported beams and combination 24F -V8 or 24F -V10 for cantilevered beams. 3. Finish of the members shall be Industrial Appearance Grade in conformance with the Standard Appearance Grades of the A.I.T.C. 4. A certificate of inspection for each Glu -lam beam from an approved testing agency shall be submitted to and approved by the local Building Department and by the Engineer prior to erection. Protection Against Decay and Termites - 1. Wood embedded in the ground or in direct contact with the earth and used for the support of permanent structures shall be treated wood. 2. Wood joists or the bottom of wood floors closer than 18 inches, or wood girders closer than 12 inches to the ground under -floor areas and their supports, shall be treated wood or all heart -wood of approved naturally durable species as listed in the California Building code, applicable edition. Plates, Sills, and Sleepers - AII foundation plates or sills and sleepers on a concrete or masonry slab, which is in direct contact with earth, and sills which rest on concrete or masonry foundations, shall be pressure treated wood or Foundation redwood, all marked or branded by an approved agency. Columns and Posts Columns and posts located on concrete or masonry floors or decks exposed to the weather or to water splash or in basements and which support permanent structures shall be supported by concrete piers or metal pedestals projecting above floors unless approved wood of natural resistance to decay or treated wood is used. The pedestals shall project at least 6 inches above exeaied ear.+h, (,m!, ti-_ Im-Ie41 '1141 above such floors. Individual concrete or masonry piers shall project at least 8 inches above exposed ground unless the columns or posts which they support are of approved wood of natural resistance to decay or treated wood is used. Wood and Earth Separation - No untreated wood, except foundation redwood, shall be nearer than 6 inches to any earth unless separated by concrete at least 3 inches in thickness with an impervious membrane installed between the earth and concrete. Foundation Ventilation Under -floor areas shall be ventilated by an approved mechanical means or by openings into the under -floor area walls. Such openings shall have a net area of not less than 1 square foot for each 150 square feet of under -floor area. Openings shall be located as close to corners as practical and shall provide cross ventilation. The required area of such openings shall be approximately equally distributed along the length of at least two opposite sides. They shall be covered with corrosion -resistant wire mesh with mesh openings of 1/4 inch in dimension. Roof Sheathing - 1. 1 x 4 or 1 x 6 spaced: with 1 x 6 shiplap starter board at all exposed eaves (resawn face down) shall be standard, 3 common No. 2, or construction common grades and shall be spaced not to exceed 6" clear nor more than the nominal width of the sheathing board. 2. Plywood sheathing is to be continuous over two or more spans and is to be minimum 1/2" thick and have panel identification index as required for rafter spacing (see plans): all plywood shall be Structural I and 11 standard sheathing, and C -C grades only, with edges blocked or unblocked as required for span. 3. Each sheet of plywood shall be identified by a registered stamp or brand of the American Plywood Association. Floor Sheathin 1. Plywood combination sub -floor underloyment sheathing continuous over two or more spans shall be minimum 5/8" thick tongue and grove and have a panel identification index as required for the floor ioist s9ocing [see d:ms;) :n1:1 snailbe underiayment grade, C -C (plugged) and all grades of sanded exterior type plywood in group species of 1, 2, or 3. 2. Glue for floor sheathing shall conform to American Plywood Association Spec. AFG-01. 3. Each sheet of plywood shall be identified by a registered stamp or brand of the American Plywood Association. Framing Practices: Workmanship - All members shall be framed, anchored, tied and braced so as to develop the strength and rigidity necessary for the purposes for which they are used. (Cont'd) ABBREVIATIONS A.B. ANCHOR BOLT H.C. HOLLOW CORE ABV. A/C ABOVE AIR CONDITIONING H.D. HOLD DOWN ANCHOR ACOUS. ACOUSTICAL HDR. HGT. OR HT. HEADER HEIGHT ADJ. ADJACENT HNGR. HANGER ADJ. ADJUSTABLE S.H. SINGLE HUNG AL. ALT. ALUMINUM ALTERNATE INSUL. INSULATION AMP. AMPERAGE INT. INTERIOR AVG. AVERAGE SPN. SILL PLATE NAILING S & P SHELF & POLE LAV. LAVATORY BD. BOARD LAM. LAMINATED BLDG. BUILDING L.F. LINEAL FEET/FOOT BLK'G. BLOCKING L.L. LOG LIGHTER BLT -IN BUILT-IN LUM. LUMINOUS BM. BEAM LVR. LOUVER B.N. BOUNDARY NAILING BRG. BEARING MAR. MARBLE B.S. BAR SINK MAS. MASONRY MAX. MAXIMUM CABT. CABINET M.B. MACHINE BOLT CALC. CALCULATIONS M.C. MEDICINE CABINET �_r: URI. Cgi BE1C MFR. MANUFACTURER C.H.C. CEILING HEIGHT CHANGE MIN. MINIMUM C.I. CAST IRON MIR. MIRROR C.J. CEILING JOIST M=L MICRO LAM CENTER LINE M.O. MASONRY OPENING CLG. CEILING MTU, MOUNTED CLR. CLEAR MTI_ METAL CNTR. COUNTER CNTRTP. COUNTER TOP C. 0. CASED OPENING N.G. NATURAL GRADE CONT. CONCRETE N.I.C. NOT IN CONTRACT CONIS. CONTINUOUS NOM. NOMINAL CPT. CARPET N.T.S. NOT TO SCALE C.R. CURTAIN ROD CSMT.WDW. CASEMENT WINDOW O/ OVER C.T. CERAMIC TILE O.A. OVERALL CULT. CULTURED OBS. OBSCURE O.C. OR O/C ON CENTER D. DRYER O.H. OVERHEAD DBL. DOUBLE OPG. OPENING D. F. DOUGLAS FIR OSA OUTSIDE AIR DIA. OR DIAMETER O.S.B. ORIENTED STRAND BOARD DIAG. DIAGONAL DIM. DIMENSION P.B. PUSH BUTTON DISP. DISPOSAL P.C. PORTLAND CEMENT OP. DEEP P.C. PULL CHAIN DR. DOOR PCE. PIECE DRP. DROP PH. PHONE D. S. DOWNSPOUT PLT. PLATE DTL. DETAIL PLAS. PLASTER D. W. DISHWASHER PLYWD. PLYWOOD DWG. DRAWING PR. PAIR DWR. DRAWER PSF POUNDS/SQUARE FOOT;' PSI POUNDS/SQUARE INCH' EA. EACH P=L PARALLAM ; ELECT. ELECTRICAL P.T.D.F. PRESSURE TREATED •' ELEV. ELEVATION DOUGLAS FIR E.N. EDGE NAILING PVC POLY VINYL CHLORIDE EQ. EQUAL EXH. EXHAUST R. RISER EXT. EXTERIQR RAD. OR R. RADIAL/RADIUS E. W. EACH WAY R.A.G. RETURN AIR GRILLE RECPT. RECEPTACLE FAU FORCED AIR UNIT REF. REFERENCE F.D. FINISHED DIMENSION REFER. REFRIGERATOR F :-. FINISH GRADE REINF. REINFORCING F.G. FIXED GLASS RE/S RE -SAWN F.G. FUEL GAS REQ'D REQUIRED FIN. FINISH REV. REVERSE FIN.FLR. FINISH FLOOR REV. REVISION/REVISE F.J. FLOOR JOIST R.J. ROOF JOIST FL. FLUSH RND. ROUND FLUOR. FLUORESCENT RO-IN ROUGH -IN F.M.C. FLOOR MATERIAL CHANGE R.O. ROUGH OPENING F.N. FIELD NAILING RO/S ROUGH SAWN FND. FOUNDATION R.R. ROOF RAFTER F.O.C. FACE OF CURB RWD. REDWOOD F.O.H.C. FREE OF HEART CENTERS F.O.M. FACE OF MASONRY F.O.S. FACE OF STUDS FR.DR. FRENCH DOOR FTG. FOOTING GA. GAUGE GALV. GALVANIZED G.B. GYPSUM BOARD G.D. GARBAGE DISPOSAL G.D.O. GARAGE DOOR OPERATOR G.F.I. GROUND -FAULT CIRCUIT - INTERRUPTER G.I. GALVANIZED IRON GL. GLASS GRD. GRADE GRND. GROUND GYP. GYPSUM G.L.B. GLUED -LAMINATED BEAM G.T. GIRDER TRUSS SYMBOLS ARCHITECTURAL WOOD OR METAL STUD WALL. (IN PLAN) " )OCIL ' GR' STUD 'WALL. THERMAL OR SOUND INSULATED Z� BRICK OR CONCRETE BLOCK WALL OR VENEER PRE -CAST OR POURED -IN-PLACE CONCRETE WALL ® WOOD, FINISH, 3/8" OR LARGER SCALE DETAIL ® WOOD, ROUGH, CONTINUOUS MEMBER, 3/8" OR LARGER SCALE DETAIL ® WOOD, ROUGH, NON -CONTINUOUS MEMBER, 3/8" OR LARGER SC. DETAIL MINERAL WOOL OR FIBERGLASS BATT INSULATION DIFFERENTIAL IN FLOOR LEVELS OR FINISH SURFACE S. SINK S.C. SOLID CORE SCH. SCHEDULE SCRND. SCREENED SEC. SECOND SECT. SECTION SEL. SELECT SEL.STR. SELECT STRUCTURAL SER. SERVICE S.H. SINGLE HUNG SHT. SHEET SHTHG. SHEATHING SHWR. SHOWER SL. SLIDING SPL. SPLASH SPN. SILL PLATE NAILING S & P SHELF & POLE S.S. SERVICE SINK STD. STANDARD S. V. SHEET VINYL STRUCT. STRUCTURAL SW. SWITCH T. TREAD T & B TOP & BOTTOM T.C. TRASH COMPACTOR TEMP.GL. TEMPERED GLASS T & G TONGUE & GROOVE Tit TRUSS JOIST T.O.C. TOP OF CURB T.O.M. TOP OF MASONRY T.O.S. TOP OF SLAB T.O.W. TOP OF WALL T.V. TELEVISION UNFIN. UNFINISHED U. URINAL U.N.O. UNLESS NOTED OTHERWISE VAN. VANITY VEN. VENEER VERT. VERTICAL V.G. VERTICAL GRAIN V.B. VAPOR BARRIER V.P. VAPORPROOF W. WASHER W/ WITH WD. CLOSET CLO. WOOD WDW. WINDOW W.H. WATER HEATER W/0 WITHOUT W.P. WEATHER PROOF W/R WARDROBE WT. WEIGHT ROOM/AREA ABBREVIATIONS BA. BATH BDRM. BEDROOM BRM. BROOM CLO. CLOSET DIN. DINING ENT. ENTRY FAM. FAMILY GAR. GARAGE KIT. KITCHEN LAU. LAUNDRY LIB. LIBRARY LIN. LINEN LIV. LIVING M.BA. MASTER BATH M.BR. MASTER BEDROOM M.DR. MASTER DRESSING PAN. PANTRY PDR. POWDER ROOM RTR. RETREAT SER. SERVICE STO. STORAGE W/R WARDROBE W.I.0 WALK-IN CLOSET CODE ABBREVIATIONS C.B.C. CALIFORNIA BUILDING CODE C.F.C. CALIFORNIA FIRE CODE C.M.C. CALIFORNIA MECHANICAL CODE C.P.C. CALIFORNIA PLUMBING CODE C.E.C. CALIFORNIA ELECTRICAL CODE I.C.B.O. INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS M.E.C. MODEL ENERGY CODE B.O.C.A. BUILDING OFFICIALS AND CODE ADMINISTRATORS INTERNATIONAL. (NATIONAL BUILDING CODE) S.B.C.C.I. SOUTHERN BUILDING CODE (STANDARD BUILDING CODE) C.A.B.O. COUNCIL OF AMERICAN BUILDING OFFICIALS BASSENIAN LAGOM ARCHITECTURE AND LAND PLANNING 2031 Orchard Drive Newport Beach, CA 92660 Ph: 949-553-9100 Fax: 949-553-0548 www.bassenianlagonLcom CITY SUBMITTAL #2 DATE: 7-7-06 REVISIONS FOR BID PURPOSE ONLY, REVISIONS PRIOR TO CONSTRUCTION MAY BE DUE TO ENGINEERING AND ARCHITECTURAL BACK CHECK AND/ OR AGENCY REVIEW & APPROVAL. STANDARD PACIFIC HOMES 15326 ALTONPARKWAY IRVINE, CA 92618 PH: (949) 789-1600 FAX: (949) 789-1709 PALO VERDE SHEET TITLE / NO.: 0 2001 CALIFORNIA CODES G.1 JOB NUMBER: 1.52-05394 COPYRIGHT02005 BASSENIAN LAGONI ARCHITECTS DIVISION 6 CARPENTRY Beams and Girders - 1. The ends of beams or girders supported on masonry or concrete shall have not less than 3 inches of bearing. 2. All beams or girders supported on wood shall have full bearing and bearing shall be comprised of one (1) solid support or a built-up support constructed in an approved manner unless otherwise specified on plans. 3. Provide 2x4 temporary bracing to all beams projecting 3'-0" beyond building line to prevent warpage. Floor Joists - 1. Bearing: Except where joists are supported on a 1 -inch by 4 - inch ribbon strip and nailed to the adjoining stud, the ends of each joist shall have not less than 1 1/2 inches of bearing on wood or metal, nor less than 3 inches on masonry. 2. Blocking: Joists shall be supported laterally at the ends and at each support by solid blocking except where the ends of joists are nailed to a header, band or rim joist or to an adjoining stud or by other approved means. Solid blocking shall be not less than 2 inches nominal in thickness and the full depth of joist. 3. Notches and holes: Notches on the ends of joists shall not exceed one -forth of the joist depth. Holes bored in joists ?I. -Coin li7uul 'Cite joist, and the diameter of any such hole shall not exceed one third the depth of the joist. Notches in the top or bottom of joists shall not exceed one sixth the depth and shall not be located in the middle third of the span. 4. Laos: Joists framing from opposite sides of a beam, girder or partition shall be lapped at least 4 inches or the opposing joists shall be tied together in an approved manner. 5. Framing Anchors: Joists framing into the side of a wood girder or partition shall be supported by framing anchors or on ledger strips not less than 2 inches by 2 inches. 6. Framing around openings: Trimmer and header joists when framed around openings shall be doubled, or of lumber of equivalent cross section, when the span of the header exceeds 4 feet. The ends of header joists more than 6 feet long shall be supported by framing anchors or joist hangers unless bearing on a beam, partition or wall. Tail joists over 12 feet long shall be supported at header by framing anchors or on ledger strips not less than 2 inches by 2 inches. 7. Supporting bearing partitions: Bearing partitions perpendicular to joists shall not be offset from the supporting girders, walls or partitions more than the joist depth. Joists under and parallel to bearing partitions shall be doubled. Roof and Ceiling Framing 1. Framing rafters shall be framed directly opposite each other at the ridge. There shall be a ridge board at least 2 -inch nominal thickness at all ridges and not less in depth than the cut end of the rafter. At all valleys and hips there shall be a single valley or hip rafter not less than 2 inches nominal thickness and not less in depth than the cut end of the rafters. 2. Rafters shall be nailed to adjacent ceiling joists to form a continuous tie between exterior walls when such joists are parallel to the rafters. Where not parallel, rafters shall be tied to 1 -inch by 4 -inch (nominal) minimum size cross ties. Rafter ties shall be spaced not more than 4 feet on center. 3. Purlins to support roof loads may be installed to reduce the span of rafters within allowable limits and shall be su oaort ed by struts to '^_paring^ wdfr?.. Tb, -e rnn:x:r: i.=, !!rp.r. +,Y, 2 -inch by 4 -inch purlins shall be 4 feet. The maximum span of the 2 -inch by 6 -inch purlin shall be 6 feet but in no case shall the purlin be smaller than the supported rafter. Struts shall not be smaller than 2 -inch by 4 -inch members. The unbraced length of struts shall not exceed 8 feet and the minimum slope of the struts shall be not less than 45 degrees from the horizontal. 4. Blocking: Rafters more than 8 inches in depth shall be supported laterally at the ends and at each support by solid blocking not less than 2 inches in thickness and the full depth of the rafter unless nailed to a header, band or rim joist or to an adjoining stud and as required by Section 2320.12.8. 5. Wood Trusses, if applicable a. Manufacturer shall supply to the Architect/Engineer and the Building Department calculations and shop drawings for approval of design loads, configuration (2 or 3 point bearing), and shear transfer, prior to fabrication. All calculations and shop drawings shall be signed by a Professional Engineer registered in the State wherein the project is to be built. It shall be the responsibility of the manufacturer to obtain Building Department approval of calculations and shop drawings prior to fabrication. b. Trusses shall be designed in accordance with the latest local Building Code for all loads imposed, including lateral loads and mechanical equipment loads. C. All connectors shall be ICBO approved and of adequate strength to resist stresses due to the loadings involved. d. Dead load deflections shall be limited to L/240. e. Cross bridging and/or bracing shall be provided and detailed as required to adequately brace all trusses. See structural calculations. Wall Framing - 1. Size: Studs in exterior walls and interior bearing walls of buildings not more than two stories in height shall be not less than 2 inches by 4 inches in size. For three-story buildings such studs shall be not less than 3 inches by 4 inches or 2 inches by 6 inches to the bottom of the second floor joists, and 2 inches by 4 inches for the two upper stories. Interior nonbearing partitions may be framed with 2 -inch by 4 -inch studs. 2. Height Unless supported laterally by adequate framing, the maximum allowable height for studs shall be 14 feet for 2 inches by 4 inches and 3 inches by 4 inch studs; and 20 feet for 2 inch by 6 inch. Refer to engineers calculations for any "Balloon Framed" bearing walls more than 10'-0" in height. 3. Spacing Studs supporting floors and ceiling or rafters shall be spaced not more than 16 inches. 4. Cripple walls shall be framed on studs not less in size than the studding above or shall be framed of solid blocking. When exceeding 4 feet in height, such walls shall be framed of studs having the size required for an additional story. 5. Headers: All openings 4 feet wide or less in bearing walls shall be provided with headers consisting of either two pieces of 2 -inch framing lumber placed on edge and securely fastened together or 4 -inch lumber of equivalent cross section. All openings more than 4 feet wide shall be provided with headers or lintels. Each end of a lintel or header shall have a length of bearing of not less than 1 1/2 inches for the full width of the lintel. See Framing Plan for size. 6. Pipes in walls: Stud partitions containing plumbing, heating, or other pipes shall be so framed and the joists underneath so spaced as to give proper clearance for the piping. Where a partition containing such piping runs parallel to the floor joists, the joists underneath such partitions shall be doubled and spaced to permit the passage of such pipes and shall be bridged. Where plumbing, heating or other pipes are placed in or partly in a partition, necessitating the cutting of the sales or plates, a metal tie not less than 16 galy. gage and 1 1/2 inches wide shall be fastened to each plate across and to each side of the opening with not less than six 16d nails. 7. Bridging All stud partitions or walls with studs having a height -to -at -least -thickness ratio exceeding 50 shall have bridging not less than 2 inches in thickness and of the same width as the studs fitted snugly and nailed thereto to provide adequate lateral support. 8. Cutting and Notching Exterior Walls and Bearing Partitions: Any wood stud may be cut or notched to a depth not exceeding 25 percent of its width. Cutting or notching of studs to n %=_ptti not grL&a-r LAcn 43percent or the width of the stud is permitted in nonbearing partitions supporting no loads other than the weight of the partitions. 9. Joists. Beams, and Girders: Use longest practicable lengths, place with crown side up. Where members cantilever, place crown side down. 10. Bored Holes: A hole not greater in diameter than 40 percent of the stud width may be bored in any wood stud. Bored holes not greater than 60 percent of the width of the stud are permitted in nonbearing partitions or in any wall where each stud is doubled, provided not more than two such successive double studs are so bored. In no case shall the edge of the bored hole be nearer than 5/8 inch to the edge of the stud. Bored holes shall not be located at the same section of the stud as a cut or notch. 11. Rough window sills over 8 feet in length shall be doubled. 12. Blocking to be provided at all handrails. 13. All bolts shall be retightened prior to the application of sheathing, plaster, etc. Attic Ventilation (where determined necessary by the Building Official) Enclosed attics and enclosed rafter spaces shall have cross ventilation for each separate space by ventilating openings protected against the entrance of rain and snow. The net free ventilating area shall be not less than 1/150 of the area of the space ventilated, except that the area may be 1/300 provided 50 percent of the required ventilating area is provided by ventilators located in the upper portion of the space to be ventilated at least 3 feet above save or cornice vents, with the balance of the required ventilation provided by save or cornice vents. The openings shall be covered with corrosion - resistant metal mesh with mesh openings of 1/4 inch in dimension. Do not block vents with insulation. Fireblocks and Draft stops In combustible construction, fireblocking and draftstopping shall be installed to cut off all concealed draft openings (both vertical and horizontal) and shall form an effective barrier between floors, between a top story and roof or attic space, and shall subdivide attic spaces, concealed roof spaces and floor - ceiling assemblies. The integrity of all fireblocks and draft stops shall be maintained. Fireblocks shall be provided in the following locations: 1. In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 - foot intervals both vertical and horizontal. EXCEPTION: Fire blocks may be omitted at floor and ceiling levels when approved smoke -actuated fire dampers are installed at these levels. 2. At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; 3. In concealed spaces between stair stringers at the top and bottom of the run and between studs along and in line with the run of stairs if the walls under the stairs are unfinished; 4. In openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials. 5. At openings between attic spaces and chimney chases for factory built chimneys. Fire block construction. Except as provided in Item 4 above, fireblocking shall consist of 2 inches nominal lumber or two thicknesses of 1 -inch nominal lumber with broken lap joints or one thickness of 23/32 -inch wood structural panel with joints backed by 23/32 inch wood structural panel, or one thickness of 3/4 inch Type 2-M particle board with joints backed by 3/4 inch type 2-M particleboard. Fire blocks may also be of gypsum board, glass fiber, mineral fiber or other approved materials securely fastened in place. Walls having parallel or staggered studs for sound transmission control shall have fire blocks of mineral fibre or glass fibre other approved nonrigid material. Draft stops, where required shall be provided in the foih-)wing locations: Floor -ceiling assemblies. (i) Single-family dwelling. When there is usable space above and below the concealed space of a floor -ceiling assembly in a single-family dwelling, draft stops ps 7�hrll he in itnll,?:f ?I^ fbt,f�. rbjt , rSt +i `nt'uunt;?,djvl 3P:r_,£ &J es not exceed 1,000 square feet. Draftstopping shall divide the concealed space into approximately equal areas. (ii) Two or more dwelling units. Draft stops shall be installed in floor -ceiling assemblies of buildings having more than one dwelling unit. Such draft stops shall be in line with walls separating individual dwelling units and from other areas. Draft stops shall be installed in the attics, mansards, overhangs, false fronts set out from walls and similar concealed spaces of buildings containing more than one dwelling unit. Draft stop construction. Draftstopping materials shall not be less than 1/2 -inch gypsum board, 3/8 -inch wood structural panel, Type 2-M particleboard or other approved materials adequately supported. All stairways, landings, guardrails & handrails shall comply fully with C.B.C. section 1003.3.3. Required handrails at stairways shall be continuous the full length of the stairs and may be interrupted only at a landing as defined in C.B.C. 1003.3.3.6 & 1003.3.3.7. Temporary wall bracing. Framer is responsible for installing temporary wall bracing to adequately support framing during construction. This bracing to remain in place until structural integrity has been achieved. DIVISION 7 THERMAL & MOISTURE PROTECTION Flashing and Counterflashina. Exterior openings exposed to the weather shall be flashed in such a manner as to make them weatherproof. Flashing and counterflashing shall be provided at the junction of the roof and vertical surfaces (walls, etc.). All parapets shall be provided withcopingo f approved materials. All flashing, counterflashing and coping, when of metal, shall be of not less than No. 26 U.S. gauge corrosion - resistant metal. Roof valley flashings shall be provided for shingles as follows: 1. Asphalt shingles. The roof valley flashing shall be the some as required for wood shingles or shall be of laced asphalt shingles applied in an approved manner with an underlayment of not less than Type 15 felt extending 18 inches from the center line each way, or shall be of two layers of 90 -pound mineral surfaced cap sheet cemented &:, sun ler with ±lie uuircum Payer not less than 12 inches wide laid face down and the top layer not less than 24 inches wide laid face up. 2. Slate shingles. and clay and concrete tile. The roof valley flashing shall be provided of not less than No. 28 galvanized sheet gauge corrosion -resistant metal applied over an underloyment of not less than 30# A.S.T.M. felt. The metal shall extend at least 12 inches from the centerline each way and shall have a splash diverter rib not less than 1 inch high at the flow line formed as part of the flashing. Sections of flashing shall have an end lap of not less than 4 inches. 3. Wood shingles and wood shakes. The roof valley flashing shall be provided of not less than No. 28 galvanized sheet gauge corrosion -resistant metal applied over an underloyment of not less than 30# A.S.T.M. FELT. The metal shall extend at least 12 inches from the center line each way for wood shingles and 12 inches from the center line each way for wood shakes. Sections of flashing shall have an overlap of not less than 4 inches. Flash and counterflash at all roof to wall conditions. G.I. flash and caulk wood beams and outlookers projected through exterior walls or roof surfaces. Where exposed to weather, flash all horizontal wood trim butting to exterior finish. SkSk tights ylare to be constructed and installed as per manufacturers specifications and C.B.C. Section 2603.7. Water roofinWeather-e osed Areas. Balconies, landings, exterior s airways, occupied roofs an similar surfaces exposed to the weather and sealed underneath shall be waterproofed and sloped a minimum of 1/4 unit vertical in 12 units horizontal (2% slope) for drainage. Domproofing Foundation Walls. Unless otherwise approved by the building official foundation walls enclosing a basement below finished grade shall be dampproofed outside by approved methods and materials. Insulation See Energy Compliance Sheet for CALIF. ENERGY TITLE 24 Requirements. 1. The following openings in the building envelope must be caulked, sealed or weatherstripped: e: :�rira irinka +v:r:r;c w4ntjoK an_- door frames, between wall panels, wall sole plates and floors; openings for plumbing, electrical and gas lines in exterior and interior walls, ceilings and floors; - openings in the attic floor (such as where ceiling panels meet interior and exterior walls and masonry fireplaces); and - all other such opening in the building envelope. Alternative approved techniques may be used to meet the standard caulking requirements for exterior walls, including but not limited to, continuous stucco, caulking or taping of all joints between wall components (e.g., between slats in wood slat walls), building wraps, or rigid wall insulation. 2. Builder and insulation installer are to provide a certificate of insulation and post in the building in a conspicuous location. 3. See plans for party wall conditions. Exterior Wall Coverings: Weather Resistive Barrier - Provide one (1) layer 60 minute Gr. 'D' paper minimum under all exterior finishes. (2 layers over wood base sheathing behind exterior plaster.) Materials - 1. All exterior materials shall conform to the requirements of the California Building Code, applicable edition, State and Local codes. 2. Siding. Solid wood siding shall have an average thickness of 3/8 inch unless placed over sheathing permitted by C.B.C. Siding patterns known as rustic, drop siding or shiplop shall have an average thickness in place of not less than 19/32 inch and shall have a minimum thickness of not less than 3/8 inch. Bevel siding shall have a minimum thickness measured at the butt section of not less than 7/16 inch and a tip thickness of not less than 3/16 inch. All weatherboarding or siding shall be securely nailed to each stud with not less than one nail or 15/32 inch wood structural panel sheathing or 1/2 inch particleboard sheathing with not less than one line of nails spaced not more than 24 inches on center in each piece of the weatherboarding or siding. 3• Where hardboard siding is used for covering the outside of exterior walls, it shall conform to the California Building Code, applicable edition, state and local codes. Lap siding shall be installed horizontally and applied to sheathed or unsheathed walls. Corner bracing shall be installed to conform with C.B.C. requirements. A weather -resistive barrier (Grade 'D' paper) shall be installed under lap siding. All fasteners used for the attachment of siding shall be of a corrosion -resistant type. Nail size and spacing shall meet C.B.C. requirements and shall penetrate framing 1 1/2 inches. Lap siding shall overlap 1 inch minimum and be nailed through both courses and into framing members with nails located 1/2 inch from bottom of the overlapped course, or to manufacturers specifications. 4. Vinyl siding may be installed on exterior walls according to the requirements of C.B.C. Section 1404 and shall be secured to the building so as to provide weather protection for the exterior walls. Roofing Materials Shakes 1. Each bundle of wood shakes for roofs shall be of western red cedar or redwood and shall bear the label of an approved inspection bureau or agency certifying compliance with C.B.C. standards, State and Local Codes. 2. Shakes shall be laid with a side lap of not less than 1 1/2 inches between e n joints in adjacent courses. Spacing between shakes shall be not less than 3/8 inch or more than 5/8 inch, except for preservative -treated wood shakes, which shall have a spacing of not less than 1/4 inch or more than 3/8 inch. 3. Each wood shake shall be fastened to the sheathing with two nails only. The starter course at the eaves shall be doubled. 4. Shakes shall be laid with not less than 18 -inch wide interlayment of not less than Type 30 felt shingled between each course in such a manner that no felt is exposed to the weather below the shake butts and in the keyways (between the shakes.) 5. Shakes installed on a roof having a slope less than 4 -inches to 12 -inches shall be installed over an underlay of not less than Type 30 felt, applied with 20 pounds of hot as halt for not solid mopping (10 pounds for spot or strip -mopping, or less than two gallons of cold bituminous compound in accordance with manufacturer's published specifications, or 30 pounds of hot coat tar pitch per roof roofing square. Base sheets shall be nailed, using not less than one nail per each 1-1/3 square feet with nails of the type required by the manufacturer for the type of deck. 6. Nails for wood shakes shall be not less than 13 -gage 7/32 inch corrosion -resistant and shall be long enough to penetrate into the sheathing 3/4 inch, or through the thickness of the sheathing, whichever is less. 7. Weather exposures shall not exceed those set forth in the table below. Hip and ridge weather exposures shall not exceed those permitted for the field of the roof. Maximum Weather Exposures No. 1 Wood Shakes 18 -inch 7-1/2" 24 -inch 10" No. 2 Topersawn Wood 18 -inch 5-1/2" Shakes 25 -inch 7-1/2" Asphalt Composition Shingles Asphalt composition shingles to be installed as per manufacturer's specifications and C.B.C. Table 15-B-1. Weight, color, and material to be approved by Architect and/or owner. Clay Tile/Concrete Tile Roof tile shall be installed as per manufacturer's instructions and C.B.C. Tables 15-D-1 and 15-D-2. Color and shape to be approved by Architect and/or owner. 2. Provide nailing and wind clips per manufacturer's published installation procedures. Built --Up Roofing Materials L Each package of felts, cements, and base-, ply -combination or cap sheets shall bear the label of an approved testing laboratory having a service for the inspection of material and finished products during manufacture for such built-up roofing material. 2. Built-up roofing shall be applied to solid roof sheathings as specified in Division 6 of these general notes. 3. Base sheets shall be nailed, using not less than one nail per each 1-1/3 square foot with nails of the type required by the manufacturer for the type of deck. Successive layers shall be cemented to the base sheets using 20 pounds of hot asphalt for solid mopping (10 pounds for spot or strip - mopping), or not less than two gallons of cold bituminous compound in accordance with manufacturer's published specifications, or 30 pounds of hot coat tar pitch per roofing square. 4. Mineral aggregate surfaced roofs shall be surfaced with not less than 60 pounds of hot asphalt or other cementing material in which is embedded not less than 400 pounds of gravel or other approved surfacing material or 300 pounds of crushed slag per roofing square. Color to be approved by architect. (Cont'd) BASSENIAN doi i LAGOM ARCHITECTURE AND LAND PLANNING I 2031 Orchard Drive Newport Beach, CA 92660 Ph: 949-553-9100 Fax: 949-553-0548 www.bassenianlagoni.com CITY SUBMITTAL #2 DATE: 7-7-06 REVISIONS g,^ L� FOR BID PURPOSE ONLY, REVISIONS PRIOR TO CONSTRUCTION MAY BE DUE TO ENGINEERING AND ARCHITECTURAL BACK CHECK AND/ OR AGENCY REVIEW &c APPROVAL. STANDARD PACIFIC HOMES 15326 ALTONPARKWAY IRVINE, CA 92618 PH: (949) 789-1600 FAX: (949) 789-1709 PALO VERDE SHEET TITLE / NO.: ENERAL N1 2001 CALIFORNIA CODES G.2 JOB NUMBER: 152-05394 COPYRIGHT ® 2005 BASSENIAN LAGONI ARCHITECTS DIVISION 7 (Cont'd) THERMAL & MOISTURE PROTECTION 5. Cap sheets shall be cemented to the base sheets using not less cementing material than that specified for solidly cemented base sheets. Membrane Water Resistive Barrier. 1. Membrane "waterproofing" shall be installed to prepared surfaces by skilled and qualified mechanics and shall conform to the following: Materials A. Asphalt primer: Conform to ASTM D41. B. Asphalt emulsion: Conform to ASTM D1187, Flintkote C-13 or equal. C. Glass cloth: Conform to FS HH -C-4668, Flintkote "Yellow Jacket" or equal. D. Protection course: Conform to FS HH -1-526C, Flintkote "Flintglos" or minimum 3/8" thick gypsum board. Summary of materials per 100 Square Feet. Asphalt emulsion primer (1-1/2 gallons) ............... 15 lbs. First course C -13-E (3 gallons) ............................ 30 lbs. Second course glass fabric ........... 1 ,1h infrdcourse C- I3 -E ............................................... 30 lbs. Fourth course C -13-E (3 gallons) ......................... 30 lbs. Approximate total weight (wet) ............................. 106 lbs. Balcony and Deck Coating 1. Elastomeric or membrane deck coatings shall be installed per manufacturers specifications. Color and finish and detailing to be approved by Architect and/or owner. Exterior Decks 1. Decks, balconies, landings, exterior stairways and similar surfaces exposed to the weather and sealed underneath shall be waterproofed. 2. All exterior decks and balconies exposed to weather shall be constructed with sufficient slope (minimum 1/4" per foot) to ensure adequate drainage. 3. Unless designed to drain over deck edges, drains and overflows of adequate size shall be installed at the low points of the deck. 4. Provide minimum 2" (U.N.O.) drop from finished interior floor to the highest floor level on any adjoining deck or balcony. DIVISION 8 DOORS & WINDOWS Windows and Doors: 1. See floor plans for size and type. Color shall be as approved by Architect. 2. Aluminum surfaces to be placed in contact with wood, concrete or masonry construction, except where the aluminum is to be embedded in concrete, shall be given a heavy coat of an alkali -resistant bituminous paint before installation. The bituminous paint used shall meet the requirements of United States Military Specification MIL -P-6883. The paint shall be applied as it is received from the manufacturer without the addition of any thinner. 3. Aluminum surfaces to be embedded in concrete ordinarily need not be painted unless corrosive components are added to the concrete is subjected for extended periods to extremely corrosive conditions. In such cases, aluminum surfaces shall be given one coat of suitable quality paint, such as zinc chromate primer conforming to Federal Specification TT- P -645 or equivaient, or snali be wrapped with a suitable plastic tape applied in such a manner as to provide adequate protection at the overlap. Garoae Doors 1. Spring must be contained with a restraint device to anchor the spring or any part thereof in the event it fractures. 2. Both the spring and the restraint devices must be identified as conforming to the requirements of the California Admin. Code, Title 24, part 2. 3. All garage door openers require the inclusion of a photo -electric sensor, edge sensor, or some other similar devise for remote operation. Glass and Glazing (Safety Glazing) Glazing installed in hazardous locations, subject to human impact shall comply with Section 2406 of the C.B.C. (Safety Glass), Applicable Edition and state and local codes. The following are considered as hazardous locations for the purpose of glazing. 1. Glazing in entrance and exit doors. 2. Glazing in fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors. 3. Glazing in storm doors. 4. Glazing in all unframed swinging doors. 5. Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers. Glazing in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less then 60 inches above a standing surface and drain inlet. 6. Glazing in fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24 -inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less then 60 inches above the walking surface. 7. Glazing in fixed panels which have a glazed area in excess of 9 square feet Band the lowest edge dF de:::=° than 18" above the finished floor level or walking surface within 36" of such glazing. In lieu of safety glazing, such glazed panels may be protected with a horizontal member not less than 1 1/2 inches in width when located between 24 and 36 inches above the walking surface. 8. Glazing in the railing regardless of height above a walking surface. This includes structural baluster panels and non-structural in -fill panels. 9. Glazing in walls and fences used as the barrier for indoor and outdoor swimming pools and spas when all of the following conditions are present: 9.1 The bottom edge of the glazing is less than 60 inches above the pool side of the glazing. 9.2 The glazing is within 5 feet of a swimming pool or spa deck area. 10. Glazing in walls enclosing a stairway landings or within 5 feet of the bottom and top of stairways where the bottom edge of the glass is less than 60 inches above a walking surface. 11. Glazing in wardrobe doors shall meet the impact test requirements for safety glazing as set forth in C.B.C. Standard No. 24-2, Part II. Laminated glass shall also meet the boil test requirements of the some standard. Mirror panels shall be safety glazed to conform with ANSI Z97.1. 12. Hinged shower doors shall open outward. Weather Stripping 1. All sliding, swinging doors and windows opening to the exterior or to unconditioned areas shall be fully weather stripped, gnsketed or atherw.il+e tie^te�c+ +.C. di -t - ._ti- infiliration. 2. All manufactured windows and sliding glass doors shall meet the air infiltration standards of the current American National Standards Institute ASTM E283-73 with a pressure differential of 1.57 pounds per square foot and shall be certified and labeled. Exits and Emergency Escapes 1. Basements in dwelling units and every sleeping room shall have at least one operable window or door approved for emergency escape or rescue which shall open directly into a public street, public alley, yard or exit court. The units shall be operable from the inside to provide a full clear opening without the use of separate tools. 2. All escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet. The minimum net clear openable height dimension shall be 24 inches. The minimum net clear operable width dimension shall be 20 inches. When windows are provided as a means of escape or rescue they shall have a finished sill height not more than 44 inches above the floor. DIVISION 9 FINISHES Lath and Plaster: 1. All lath and plaster shall conform to local codes and C.B.C. (Chapter 25), applicable edition, State and Local codes and requirements. 2. Color and finish to be approved by Architect and/or Owner. Gypsum Wallboard: 1. All gypsum wallboard shall be installed in accordance with the provisions of the C.B.C., applicable edition, State and Local codes. 2. Gypsum wallboard shall not be installed until weather protection for installation is provided. 3. All edges and ends of gypsum wallboard shall occur on the framing members, except these sdr_e end ei rA:e vii o7s perpendicular to the framing members. All edges and ends of gypsum wallboard shall be in moderate contact except in concealed spaces where fire -resistive construction or diaphragm action is not required. 4. The size and spacing of fasteners shall comply with C.B.C., applicable edition, State and Local codes. Fasteners shall be spaced not less than 3/8 -inch from edges and ends of gypsum wallboard. Fasteners at the top and bottom plates of vertical assemblies, or the edges and ends of horizontal assemblies perpendicular to supports, and at the wall line may be omitted except on shear -resisting elements or fire - resistive assemblies. Fasteners shall be applied in such a manner as not to fracture the face paper with the fastener head. Resawn and Roughsawn Lumber: 1. All roughsawn and resawn surfaces to receive prime and paint. color and finish to be approved by Architect. 2. All wood exposed to weather to be primed and painted prior to assembly. Flooring, Countertops and Painting: 1. See finish Schedules. Color and material to be approved by Architect. 2. Installation of grouted tile flooring is not recommended over wood framed floor systems. DIVISION 10 SPECIALTY ITEMS DIVISION 11 EQUIPMENT DIVISION 15 MECHANICAL & PLUMBING I Water Piping: 1. Copper tube for water piping shall have a weight of not less than that of copper water tube Type L. Exception: Type M copper tubing may be used for water piping when piping is above ground, as per C.P.C. standards. 2. No water, soil or waste pipe shall be installed or permitted outside of a building or in an exterior wall, unless where necessary, adequate provision is made to protect such pipe from freezing. 3. Piping subject to undue corrosion, erosion or mechanical damage shall be protected in an approved manner. Water Heater: 1. Water heater having non -rigid water connections shall be strapped for lateral support. 2. Water heater to be provided with temperature and pressure relief valve having a full-sized drain of galvanized steel or hard -drawn copper to outside of building with end of pipe not more than 2 ft. and not less than 6" above the grade, pointing downward, the terminal end being unthreaded. (Per CPC). Gas Piping: 1. All pipe used for the installation of any gas pi ing shall be standard weight wrought iron or steel galvanized or black), yellow brass(containing not more than seventy-five (75) percent copper), or internally tinned or equivalently treated copper of iron pipe size. 2. All fittings used in connection with the above piping shall be of malleable iron or yellow brass (containing not more than seventy-five (75) percent copper). 3. No gas piping shall be installed in or on the ground, under any building or structure. All exposed gas piping shall be kept at least six (6) inches above grade or structure (Per CPC) Waste Piping 1. All waste piping which penetrates fire -resistive assemblies shall comply with the requirements for Through Penetrations and/or Membrane Penetrations per the California Building Code, applicable edition, State and Local codes. 2. Rapid fit waste and overflow fittings shall be used in lieu of access panel as per I.A.P.M.O. File No. 966. Combustion Air Vents: Combustion air vents and ducts shall be provided with minimum unobstructed combustion air openings as required by C.M.C. DIVISION 16 ELECTRICAL Materials: 1. All materials used for wiring shall conform to the applicable edition of the California Electrical Code. Workmanship: 1. All work shall be in accordance with all codes, rules and regulations of governing agencies and shall comply with the requirements of the serving power and telephone companies. Installation: 1. All equipment installed outdoors and exposed to weather shall be "weather-proof'. 2. Receptacles in kitchen and bathroom shall be installed above work top unless otherwise noted on plans. 3. Receptacles shall be installed vertically at 12" (approx.) above floor. 4. Wall switches to be above floor as determined by the Architect. (42" above floor, unless noted otherwise). 5. Provide two 20 ampere small appliance circuits at the kitchen, pantry, dining room and breakfast areas. 6. Provide a separate 20 ampere laundry circuit. 7. Provide ground fault circuit interruvtet- (GFT) protection at all 'bathrooms, powder rooms, outdoor receptacles, garages and all kitchen receptacles serving the countertop surfaces. 8. Receptacles shall be installed so that no point along the floor line in any wall space is more than 6 feet, measured horizontally, from an outlet in that space. 9. In kitchen and dining areas a receptacles outlet shall be installed at each counter space wider than 12 inches and so that no point along the wall line is more then 24 inches from a receptacle in that space. < 10. A receptacle outlet shall be installed in any usable wall space 2 feet or more in width. 11. All equipment and materials furnished and installed under this section, shall be guaranteed by the Contractor for a period of one year from the date of acceptance of the work by the Owner. 12. Provide two methods of electrical grounding: A Clamp at hosebib. B One additional #4 bar -20' long in footing at electrical meter location for LIFER ground. 13. Bathroom receptacle outlets shall be supplied by a minimum of one 20 ampere branch circuit. Such circuits shall have no other outlets but may serve more than one bathroom. 14. All branch circuits that supply 125 -volt, single phase, 15- and 20- ampere outlets installed in dwelling unit bedrooms shall be protected by an arc -fault circuit interrupter listed to provide protection of the entire branch circuit. 15. Kitchen and appliance circuits are limited to supplying wall and counter space outlets only and cannot serve dishwasher, microwave, range hood, garbage disposal or appliance, located within cabinets or cupboards, or located more than 1.7m (5-1/2 ft) above the floor 16. Bathroom lighting shall not be on an outlet circuit.v NOTE: THE ENTIRE CIRCUIT REQUIRES PROTECTION, LUMINARIES, FANS, SMOKE ALARMS ETC. THAT ARE ON THE SAME CIRCUIT AS A BEDROOM MUST ALSO ARC -FAULT PROTECTED. Smoke Alarms 1. Power Source: In new construction, required smoke alarms shall receive their primary power from the building wiring when such wiring is served from a commercial source and shall be equipped with a =a_tary I. S,:Ir;ti�. T'ra arnc;Ke ctcrrn sncill emit a signal when the batteries are low. Wiring shall be permanent and without a disconnecting switch other then those required for overcurrent protection. 2. Location within dwelling units. In dwelling units, a smoke alarm shall be installed in each sleeping room and at a point centrally located in the corridor or area giving access to each separate sleeping area. When the dwelling unit has more then one story and in dwellings with basements, a smoke alarm shall be installed on each story and in the basement. In dwelling units where a story or basement is split into two or more levels, the smoke alarm shall be installed on the upper level, except that when the lower level contains a sleeping area, a smoke alarm shall be installed on each level. When sleeping rooms are on an upper level, the smoke alarm shall be placed at the ceiling of the upper level in close proximity to the stairway. In dwelling units where the ceiling height of a room open to the hallway serving the bedrooms exceeds that of the hallway by 24 inches or more, smoke alarms shall be installed in the hallway and in the adjacent room. Smoke alarms shall sound an alarm audible in all sleeping areas of the dwelling unit in which they are located. 3. Location in efficiency dwelling units, congregate residences and hotels. In efficiency dwelling units hotel suites and in hotel and congregate residence sleeping rooms, smoke alarms shall be located on the ceiling or wall of the main room or each sleeping room. When sleeping rooms within an efficiency dwelling unit or hotel suite are on an upper level, the smoke alarm shall be placed at the ceiling of the upper level in close proximity to the stairway. When actuated, the smoke alarm shall sound an alarm audible within the sleeping area of the dwelling unit, or congregate residence hotel suite or sleeping room in which it is located. MISCELLANEOUS A. Security Requirements Sliding Glass Doors and Windows 1. Sliding glass doors opening onto patios or balconies which are less than one story above grade or are otherwise accessible from the outside shall be secured as follows: a) All sliding glass doors shall have a hook -bolt deadlock which is no less than 1/8 inch in thickness, and which has a minimum throw of 1/2 inch. b) The hookbolt deadlock and the strike shall be made from hardened steel. 2. All sliding windows shall have safety locks. 3. Windows and door lights shall be of tempered glass as required by C.B.C., State and Local Codes (see Division 8) Exterior Doors and House to Garage Doors: 1. Exterior doors shall be of solid core construction and be no less than 1 3/4" in thickness. Doors leading from garage areas into private residences and multiple dwelling residences shall be of solid core construction and shall be no less than 1 3/8" in thickness. 2. Exterior doors and doors leading from garage areas into private residence or multiple dwelling residences shall have a deadlocking latch device with a minimum throw of one-half inch and a deadbolt lock with a cylinder guard, hardened steel insert with a minimum throw of one inch. Both locking mechanisms shall be interconnected so that both may be disengaged by turning door knob from the inside. 3. A interviewer or peephole shall be provided on the front door of each individual residence. 4. Exterior doors swinging out shall have nonremovable hinges. 5. In -swinging exterior door stops shall be of one piece construction. 6. Jambs for all doors shall be so constructed or protected so as to prevent violation of the function of the strike plate from the outside. 7. The inactive leaf of a pair of doors or upper leaf of a dutch door shall have a deadbolt, not key operated, or hardened deadbolt top and bottom with 1" embedment. 8. Projecting cylinders require guard. 9. Equip front and rear door with deadbolts and deadlocking latches. 10. Deadbolts shall contain hardened inserts or equivalent. 11. Overhead and sectional garage doors shall be secured with a cylinder lock, pad with a hardened steel shackle, metal slide bar bolt or equivalent when not otherwise locked by electrical power operation. B. Building Accessibility Buildings or portions of buildings which are required to be accessible to the physically disabled shall be designed and constructed in accordance with the requirements of the California Building Code, applicable edition and/or state and local codes or other authority having jurisdiction. If applicable, refer to drawings for additional information. Any discrepancies or deficiencies in the drawings shall be brought to the attention of the architect prior to commencement of construction. GENERAL NOTES FOR ATTIC / ROOF AIR VENTING I. NET FREE VENTING AREA PROVIDED BY EACH VENT 15 BASED ON ASSUMED VENT 512E AND FREE AREAS. FIELD VERIFY THAT THE MINIMUM "REQUIRED VENTING" AS LISTED ABOVE 15 PROVIDED WHEN FREE VENTING FOR INDIVIDUAL VENTS 15 DIFFERENT THAN ABOVE. 2. ALL VENT OPENINGS SHALL BE COVERED W/ 1/4" CORROSION RESISTANT METAL ME5H. (IF MESH IS LE -66 THAN 1/4" THEN THE NET FREE VENTING AREA OF VENT MUST BE INCREASED TO ALLOW FOR REDUCED AIR FLOW S. FRAMER SHALL BE RESPONSIBLE FOR COORDINATING W/ TRUSS MFR. TO ACCOMMODATE ALL ATTIC VENTS 4. ALL VENTS SHALL BE INSTALLED 50 AS TO MAKE THEM NEATHER-PROOF AND WALL MOUNTED LOUVERS SHALL BE SEALED AND FLASHED WITH "MO15TOP" IN THE SAME MANNER PRE50RIBED FOR WINDOW INSTALLATIONS. 5. PROVIDE APPROVED INSULATION DAM5 (S^fP F5) V'YeRE VENT BLOCKS ARE USED BETNY!EN ROOF FRAMING MI IERS TO FREVENT VENT HOLES FROM BEING SLADC4 V BY INSULATION. 6. LOCATE H16H VENTING MINIMUM 9'-0" VERTICAL DISTANCE ABOVE SAVE VENTS. 6ASSEMAN LAGONI IARCHITECTURE AND LAND PLANNING 2031 Orchard Drive Newport Beach, CA 92660 Ph: 949-553-9100 Fax: 949-553-0548 www.baswnianlagoni.com CITY SUBMITTAL #2 DATE: 7-7-06 REVISIONS n�n L� 0 Q g FOR BID PURPOSE ONLY, REVISIONS PRIOR TO CONSTRUCTION MAY BE DUE TO ENGINEERING AND ARCHITECTURAL BACK CHECK AND/ OR AGENCY REVIEW & APPROVAL. STANDARD PACIFIC HOMES 15326 ALTONPARKWAY IRVINE, CA 92618 PH: (949) 789-1600 FAX (949) 789-1709 PALO VERDE SHEET TITLE / NO.: ENERAL N1 2001 CALIFORNIA CODES Ge31 JOB NUMBER: 152-05394 COPYRIGHT02005 BASSENIAN LAGONI ARCHITECTS TOILET SEAT - HT. I?' TO 141' ABV. FIN FLR VIEW 2 VIEW 3 Lm VIEW I 1 1/2-1.114 d MAX. 1 I/4" TO -r 1 1/2" DIA. WALL GRrbB BAR ACCESSIBLE RESTfi OON INTERIOR ELEVATIONS I I E i OONC WALK/ STOOP SALES OFFICE I, 2'-0 MIN. GLR. EXERCISE ROOM ---- i ---- LAU LIVING 01 mW No ■ `s 1 HALL I I III FIRST FLOC AGGE99IE9X RESTROOM 2X4 BLOCKING A00ES50LE PATH TO PARKING. REFER TO CIVIL AND LANDSCAPE PLANS, FOR DESIGN AND COMPLIANCE WITH ACCESSIBILITY REQUIREMENT5 r'MIN. tt 2 1 O p / 4- I 48Fit30" I -GLR I SPACE 1 10'-10" 1 II 11 I II II 11 II LIBRARY - FLOOR FINISH. NON -SLIP CERAMIC TILE MON-ABSORBENT MATERIAL) WALL FINISH. 4'-0" H. NON-ABSORBENT WAINSOOT, "MARLITE" OR EQUAL FAUX ENTRY HOUSE NOTES 4-1-04 1. REMOVE ALL INTERIOR WALLS WHEN SALES OFFICE 15 REMOVED. 2. REMOVE 2" FURRING WHEN SALES OFFICE 15 REMOVED. 3. REPLACE GARAGE DOOR WHEN SALES OFFICE IS REMOVED. 4. REPLACE MAN DOOR WHEN SALES OFFICE 15 REMOVED. 5. REPLACE WATER HEATER WHEN SALES OFFICE 15 REMOVED. 6. 2x6 5TUD WALL. -1. SHELF. SEE PLAN FOR HEIGHT. 5. FLAT SOFFIT. SEE PLAN FOR HEIGHT. 9. LINE OF FLOOR ABOVE. 10. DROPPED BEAM. SEE PLAN FOR DIGHT. 1 1. LINE OF SYNTHETIC STONE VENEER. SEE ELEVATION. 12. LINE OF MASONRY VENEER SEE ELEVATION FOR HE16W. SEE SLAB INTERFACE PLAN FOR TOE FTG. RETURN DIMENSIONS. 15. LINE OF +2" WAINSCOT. SEE ELEVATION FOR HEIGHT. 14. FOAM TRIM, SEE ELEVATION FOR "ACTUAL" SIZE. 15. EXPOSED WOOD TRIM, SEE ELEVATION FOR SIZE. 16. FIXED SHUTTERS, SEE ELEVATION FOR SIZE. 1-7. 5068 S.C. SELF CLOSER 1 3/8" THICK PROVIDE SIGN ON CENTER OF DOOR TO INDICATE HANDICAP. 18. 60" MIN. DIA. CLEAR. 19. BRAILLE SIGN. 20. TOWEL DISPENSER. 21 . TRASH RECEPTACLE. 22. 2X6 PLUMBING WALL. 25. 56" GRAB BAR 24. 42" GRAB BAR 25. WRAP HOT WATER AND DRAIN LINES WITH INSULATION FOR HANDICAPPED. 26. TOILET FLUSH CONTROL ON OPEN SIDE. 29. WAINSCOT. 26. LIGHT. 29. 24"X36' MIRROR 30. SINK. 31 . TOILET PAPER DISPENSER. 32. PAPER TOWEL DISPENSER. 55. SEAT COVER DISPENSER. 54. TRASH RECEPTACLE. ELECTRICAL SYMBOLS RECESSED LIGHT FIXTURE QQ DOWN LIGHTS Q WALL WASHER TO 86 DEGREE ANGLE IIOV DUPLEX CONVENIENCE OUTLET QUADRUPLEx OUTLET AR-- SINGLE POLE LIGHT SWITCH Y PH. TELEPHONE JACK FAX DEDICATED FAX JACK COMPUTER OUTLET TRACK LIGHT 5HOWN W/2 LAMP5 SURFACE MOUNTED CEILING LIGHT FIXTURE 5Ec SECURITY KEY PANEL -VERIFY ANY LOCATION CHANGE 0 THERMOSTAT -VERIFY ANY LOCATION CHANGE O CEILING MOUNTED SPEAKER PENDANT FIXTURE ® 2x4 FLUORESCENT FIXTURE ® RECESSED FRACTIONAL HP EXHAUST FAN, SWITCH CONTROLLED H WALL MOUNTED LIGHT FIXTURE NOTES 4-1-04 I . MECHANICAL VENTILATION FOR TOILET COMPARTMENTS AND BATHROOMS SHALL BE CAPABLE OF PROVIDING 5 AIR CHANGES PER HOUR. 0.5.0. 1205.3 OI 2X FRAMING WALL (SEE 5TRL'CT. DWG) OZ GYPSUM WALL BOARD (SEE FtN15H SCHEDULE) OCOVE CERAMIC TILE ONON-AB50RBENT WAINSCOT "MARLITE" OR EQUAL O5 NON-5LIP CERAMIC TILE (NON-ABSORBENT MATERIAL) OGEMENT SCREEDIN6 24W2134/D3D2 1NALL / FLOOR FINISH SCALE: 5'-1'-0" T3 -ID 1 BASSENLAN LAGONI IARCHITECTURE AND I LAND PLANNING 2031 Orchard Drive Newport Beach, CA 92660 Ph: 949-553-9100 Fax: 949-553-0548 www.bassenianlagoni.com CITY SUBMITTAL #2 DATE: 7-7-06 REVISIONS ACCESSIBLE RESTROOM 2-1-0, FOR BID PURPOSE ONLY, REVISIONS PRIOR TO CONSTRUCTION MAY BE DUE TO ENGINEERING AND ARCHITECTURAL BACK CHECK AND/ OR AGENCY REVIEW & APPROVAL STANDARD PACIFIC HOMES 15326 ALTONPARKWAY IRVINE, CA 92618 PH: (949) 789-1600 FAX: (949) 789-1709 PALO VERDE SHEET TITLE / NO.: RRol JOB NUMBER: 152-05394 COPYRIGHT® 2005 BASSENIAN LAGONI ARCHITECTS