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9812-055 (SFD)
LICENSED CONTRACTOR DECLARATION" I hereby affirm.;v�nder penalty of perjury that I am licensed under provisions of Chapt6r 9'(c9m7ncing,1Ath Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. License # Lic. Class Exp. Date 63999 B ",f isiiuG ©ate �" �' Signature of Contractor r OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's License Law for the following reason: ( ) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business & Professionals Code). ( ) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044,' Business & Professionals Code). ( ) I am exempt under Section B&P.C. for this reason Date Signature of Owner WORKER'S COMPENSATION DECLARATION - I hereby affirm under penalty of perjury one of the following declarations: ( ) I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. (>), I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier & policy no. are: Carrier Policy No. STIMM (This section need not be completed if the permit valuation is for $100.00 or less). () I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions'of Section 3700 of the Labor Code, I shall forthwith comply with those„provisions._ Date: l ! s. Y cI Applicant Warning: Failure to secure Workers' Compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to $100,000, in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor Code, interest and attorney's fees. IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on his application. 1. Each person upon whose behalf this application is made & each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this applicaton agrees to, & shall, indemnify & hold harmless the City of La Quinta, its officers, agents and employees. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all City, and State laws relating to the building construction, and hereby authorize representatives: of this City to enter upon the above-mentioned property for inspection purposes. Signature (Owner/Agent) Date T# BUILDING PERMIT PERMI9S 124).55 DATE VALUATION..� LOT �� TRACT ����� :2 JOB SITE ADDRESS 7.9-1O0 FOX R�.�E 1 APN 76-4-542,01.0 OWNER CONTRACTOR /DESIGNER ENGINEER p#am M:[ -rATN D 'COVE, yyC, A/NIS1+\1.1-PAJI ryED COVE, INC 74793 HW1'111 SME 105 . 747185HWY 1.11 STE 105 MW AN WELLS CA 3;1210 WELLS CA. 52210 (760)776.,W50 CRUZ 3625 USE OF PERMIT dWlaL,P FAMILY DWELLING �yry p :1i fTY ,f��a+ HYD � f y F � q�g���+t �17- DOESNOT SM r� ^ IzF.Ft>V1C° dJRJ� y3 Nc1° 1[�i(.A1i BLOCIC VYlii 3 e#i;b'Z �v�LS t ; {i T1 Z ;,�2.( S1 d1% INS PC:iRCHIPA' ICY 'a80 AW =3F Cxilli r�S`riJi:A?t3�s �ia7° $24.00 3 IEW CONST Or C0-Nf;MVr_'T10N yy15;Y114I'MA - CONSTRUCTION FEX 10.1••s- k-41YA00 $1°U7t).tft3 VLM4 CHTECK FEE 101..000.439-3118 ,,r1? MEN),T. 9'2:' 1VM.CHAMCAL c` -E1;: 10:l-G1t -X421-fl t0 5,1Q3.t1t3 aECTRICAL HE 101-{lt}{A-420-000 V_W 7,5 'TItONL M(Y-17014ISE•-RMID 101-M.-241.00 $22120 GRAIJING ET ; E.. 4.11-000-42--00 S20.1ft) 1NFR,AS1'RLK1' t1RR PME 225-000-443-342 $4.911.96 .ART INTUM LIC PIT., ACRS -.Eta ST, 701 -Ow -255-.000 $:105,08 8 W8: (V I'Al. C(; N dNI D P1 AN CT rX X LESS PRF -PAID FEES TI-YrA fbERMIT FECS1.OV1✓ NOW $7,629.97 RECEIPT DATE BY1 '' `'-''- DATE FINALED INSPECTOR INSPECTION RECORD OPERATION DATE INSPECTOR OPERATION DATE INSPECTOR BUILDING APPROVALS MECHANICAL APPROVALS Set Backs Underground Ducts Forms & Footings Ducts Slab Grade Return Air Steel Combustion Air Roof Deck If 2 — 77G' Exhaust Fans 'O. K. to Wrap _ —V F.A.U. Framing— 1p b Compressor Insulation-- — Vents Fireplace P.L. ,. Grills Fireplace'T.O: ' ' Fans & Controls Party Wall Insulation Condensate Lines Party Wall Firewall Exterior Lath Drywall - Int. Lath �. Final Final BLOCKWALL APPROVALS POOLS - SPAS steel Set Backs. Electric Bond Footings Main Drain Bond Beam Approval to Cover Equipment Location Underground Electric Underground Pibg. Test Final Gas Piping PLUMBING APPROVALS Gas Test Electric Final Waste Lines Water Piping Heater Final Plumbing Final Plumbing Top,Out Equipment Enclosure Shower Pans O.K. for Finish Plaster Sewer Laterald / Pool Cover Sewer Connection �l At Encapsulation Gas Piping Gas Test Appliances Final Final Utility Notice (Gas) ELECTRICAL APPROVALS Temp. Power Pole ' Underground .Conduit Rough_ Wiring:.,. Low Voltage Wiring :Fixtures ;{ .Main'SeNice Sub Panels. .: Exterior Receptacles G.F.I. Smoke Detectors Temp. Use of Power . - - Final G Utility. Notice (Perm) COMMENTS: •ti`s The Ministr-e Ct Companies June 29, 1999 Mark Harold, Plans Examiner City of La Quinta 78-495 Calle Tampico La Quinta, Ca. 92253 Re: 79-160 Fox Run Dear Mark, y - On January 21, 1999, we received a building permit for lot 57 at Painted Cove. The address is 79-160 Fox Run. The following day we had an inspection on the temporary power pole. We have not had any more inspections since then and have not actually begun construction of the home. Since the period of 180 days between inspections will be here next month and we do not have plans to begin the construction yet, we are requesting an extension of an additional 180 days. Thanking you in advance for your consideration. Sincerely, 71t If f Kevan Peters Ministrelli Construction Co. Inc. P: rs `[Naff Street `!Nest 74-785HCghway 111, Suite 105, Zndian Welts, California 92210 ■ (760) 776-4450 ■ Fax (760) 776-1157 Ministrelii. Construction Co., Inc. ■ Ministrelli-Painted Cove, Inc. ■ Ministre& Development, Inc. LIC. #693899 ✓s-^R.C•!rv`rI'�ji�ilk'T'��1+,.-.,��.rttiY....--..�:,."=J`►JIIS.:.:E.��+v'nrs-;.,-•r-4_,✓..-.-. .r. •Fi+`6`J .I P.O. BOX 1504 APPLICATION ONLY Building q 78-495 CALLE TAMPICO Address GQ () %SUN LA QUINTA, CALIFORNIA 92253 Owner AA / IAji;7l�ft/! t)AiS7�I/C�uN Mailin AddressitiIi t /Q 5 City 1 1 Zip(, Tel. zd a )A N GUS i r s (? Z o % �� • �iN S"b Contractor Address " Zip State Lic.q J F q City / 8 Classif. Lic. # 3G Arch., Engrin I Designer 5 7iQ)Jr�ao ,� t ",f Address I Tel. CityI Zip I State I Lic. # LICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. SIGNATURE DATE OWNER -BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for the following reason: (Sec. 7031.5.Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law, Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, or that. he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by 'any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500). 1.: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Buisness and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he did not build or improve for the purpose of sale.) 1'1 1, as owner of the property, am exclusively contracting with licensed contractors to con- struct the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractor's License Law.) I I I am exempt under Sec. - B. & P.C. for this reason Date Owner WORKERS' COMPENSATION DECLARATION I hereby affirm that I have a certificate of consent to self -insure, or a certificate of Worker's Compensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.) Policy No. Company f7 Copy is filed with the city. ❑ Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed if the permit is for one hundred dollars ($100) valuation or less.) I certify that in the performance of the work. for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. Date Owner NOTICE TO APPLICANT: If, after making this Certificate of Exemption you should become subject to the Workers' Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued. (Sec. 3097, Civil Code.) Lender's Name Lender's Address This is a building permit when properly filled out, signed and validated, and is subject'to expiration if work thereunder is suspended for 180 days. I certify that 1 have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives -of this city to enter the above- mentioned property for inspection purposes. Signature of Mailing Add City, State, BUILDING: TYPEE'CJ/ONST. OCC. GRP. A.P. Number ' lb (?S,/z iQ1 0 Legal Description �iO� 57 p t�� '2 S ��� / Project Description f%� Sq. Ft. n No. No. Dw. ' Size /,� Stories Units New ❑ Add ❑ Alter ❑ Repair ❑ Demolition ❑ Estimated Valuation PERMIT AMOUNT Plan Chk. Dep. �O _ f-• Plan Chk. Bal. Const. Mech. Electrical Plumbing S.M.I. Grading Driveway Enc. Infrastructure TOTAL REMARKS ZONE: BY: Minimum Setback Distances: !� n Front Setback from CentelLine !� r Rear Setback from Rear Prop. Line f Side Street Setback from C'n °eine ' 1 r S?derS'etback from Property INSPECTUE-" 9 �99� Issued by: ^ `j 1999te Permit]r � Validated by: 0t 6....t`"• UJ`i c Validation L,. �c +�+� I t b cV Y' ••y C WHITE = FINANCE YELLOW = APPLICANT PINK = BUILDING DIVISION Desert Sands Unified School District 47-950 Dune Palms Road Notice: La Quinta, CA 92253 Document Cannot Be Duplicated 760-771-8515 CERTIFICATE OF COMPLIANCE Date 1/7/99 APN # 769-542-010 No. 18214 Jurisdiction La Quinta Owner NameMinistrelli-Painted Cove, Inc. Permit # No. 79-160 Street Fox Run Log # City La.Quinta Zip 92253 Study Area Tract # Lot # 57 Square Footage 1 Type of Development Single Family Residence Comments Grandfathered, 3,723 sq. ft. No. of Units 1 At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patios/walkways, residential additions under 500 square feet, detached accessory structures or replacement mobilehomes. It has been determined the above-named owner is exempt from paying school fees at this time due to the following reason: . Under Mitigation Agreement EXEMPTION NOT APPLICABLE This certifies that school facility fees imposed pursuant to Mitigation Agreement in the amount of 628.00 X 1 or $ 628.00 the property listed above and that building permits and/or Certificates of Occupancy for this square footage in this proposed project may now be` issued Fees Paid By CC/1st Community Bank/Kevin Peters Telephcne Name on the check 1 By Dr. Doris Wilson Superintendent ' f� , Y l Fee collected /exempted by Juanita Green Payment Received $628.00 Check No. 083775 Signature NOTICE: Pursuant of Assembly 13081 (CHAP 549, STATS. 1996) this will serve to notify you that the 90 -day approval period in which you may protest the fees or other payment identified above will begin to run from the to on which the building or installation permit for this project is sssued or on which they are paid to the District(s) or to another public entity authorized to collect them on the District('s)(' behalf, whichever is earlier. Collector: Attach a copy of county or city plan check application form to district copy for all waivers. Embossed Original- Building Dept./Applicant Copy - Applicant/Receipt Copy - Accounting PUBLIC WORKS CLEARANCE LETTER FOR CUSTOM HOME LOTS Dear Builder: Prior to issuance' of a building permit, you will be required to obtain clearance from the Public Works Department for one, or more, of the following: 1. Verification that rough grading is complete, and the pad elevation certifications prepared by a licensed surveyor, or engineer; are on file in the Public Works Department. 2. Verification that infrastructure improvements and other required tract improvements are complete, or sufficiently advanced to warrant building permit issuance. 3: Prepare an engineered grading plan that provides for on -lot storm water retention, and have it checked and approved by the Public Works Department. • Tract 26524 (Estancias) • Tract 26769 (Mountain View Estates) 4. Prepare an engineered grading plan that provides for building pad grading in accordance with the existing soils report and tract grading plan, and have it checked -and approved, by the Public Works Department. • Tract 28034 (South Valley Estates) , FOR WTERNAL USE BY PUBLIC WORKS DEPARTMENT TRACT: LOT: V�7 � i�iG�t�uso .✓��.� / �' �i9 PUBLIC WORKS AUTHORIZATION DATE FAMDEMOMFORMSIPW CLEARANCE LETTER n ------------------------ ----------------------------------------------------------------------------------- YOUNG ENGINEERING SERVICES 47-159 Youngs Lane, Indio Ca. 92201 (760) 342-9214 fax (760) 342-6164 December 21, 1999 Toni Hartung Building Official City of La Quinta Re: Truss Review for Lot 57/Painted Cove, La Ouinta Dear Tom, We have reviewed the truss submittal package prepared by Spates Fabricators for the above project and found it to be in substantial conformance with the approved plans. If you have any questions or concerns please call. U, No. 4044 1�rU Exp. 3 31' Zt3° v C SGC OCT -22-98 THU 03:14 PM MDS CONSULTING MOS CONSULTING PLANNERS • ENGINEERS • SURVEYORS 17320 RftNU Avenue, Suite 350 Irvine, CA 92614 October 22, 1998 Engineering Department City of La Quinta 78-495 Calle Tampico La Quinta, CA 92253 FAX NO. 114 251 0516 P. 01 Post-ir Fax Note 7671 Dale101 S pot ly► I From 1� COJD*. co. Phone # Phone s Fax 117 _ Fax # Rough Grading Verification La Quinta -Tract 25429 We have checked the area referenced below and find it to be in substantial conformance the approved rough grading plan. I Lot # Elev. As -Built Elev. Variation 54 45.0 45.1 0.1' 47.3 65 47.3 None 66 48.1 46.1 None 70 50.5 50.4 0.1' 72 49.5 49.5 None 73 47.3 47.3 None 74 47.0 47.0 None 75 46.6 46.7 0.1' Stanley C. Molm R.C.E. 20596 Expires 9/30/01 G:Wr4*ce_r-r%54.57.65 66.70.72-75.doc Q,�pF ESS gyp\ C. q� L " No. 20596 '"7 , Fxp. 9-30-0144� .r� rIV1L �� OF CAQ- STANLEY C. MORSE GARY DOKICH SKIP SCHULTZ m m PAINTED COVE La Quinta, Ca. a Residence for: Ministrelli Construction Co. 74-785 Highway 111 Suite 105 Indian Wells, Ca. 92210 (760) 776-4450 Lot 57 6 ME stanford leonhardarchitects Job No.9814 no 73-350 el paseo suite 207 palm desert, ca. (760) 776-8478 fax (760) 776-8477 I g— AT /-P, 6T WaL. N i ,=T'�. °RTt�rk V//�+-�° (27K6"IG) cow 6Lr,. W/ �¢s VjEf�- c5 —Q 3rsa O.C. GMal j 5CUC>A1. cNI e; W/ SL. i W. rugs CV`- r,*,reR 1C7ZD WIRE- LAV TIN..T�. rt 1.- N trust ...._ - ' _ . FIN - Cte. i �, , o —� coNG F i 6 IN UNDIsTURi6E-D ae i A 1 =4 c X4x 16 sS UMF �- ALL w/ *4's v T. e 32n o•c. �5 NctRIZ, e 32 o,C, . C,-QOIT Sol10 ALL c-=L.L9 `t// s ' - c�N� t=j'6.IN i!N�Is� uf�e•o ole �Io� 1 1 1 two. CIstanford leonhard architects R n 74-055 hwy 111 palm desert, ca 92260 (619) 776-8478 �\CK FI.NISN - FiNzIE-7 0ogjZ; •. j- ' t Z)2' o VEFT', eFCVT 60 v C47 GARDEN- WALL A -44 , IloT ACP WA 011 -o 11 ff• 2- ��`? n .k ..2 o c. RETAINING WALL g 1 'PAINTED COVE i 00 stanford leonhard architects 1.0 Q a 7d-055 hwy 11 1 - palm desert, ca 92260 (619) 776-8478 I 1 - �" v � E �T .1121 P- 73 - -nom TO 8 AgNry i�loi"�: CSP -F�AE521' jr, - SPA I A 1- .. . �.. l.• o.: : o �• SIL. --4E- 6t9C-aT LIZ- VATM GqD trAGL : II) Gf'fZ: jiLE .�3t1 EC TL`I� al1L_ by Ms4tic�{ � PTT : ta1A Ms41lt-tq JAG tM&N'1ZtR GXMIrF. s�ucj1f o4L, Sjo MC rj4!::)/PFo POOL COPING- B I PAINTED COVE.: Mo stonford leonhard architects 74-055 hwy 111 • palm desert, ca 92260 • (619) 776-8478 V40oparr c --N 0611��ING eco alFte 3 p THICK SOC-- tee• E -7-r jT. mv!ccss ��Vwb o b. o e0v :r o •i Ia WIDe cmc, STEPS PAINTED COKE . DEl stanford leonhard architects a a 74-055 hwy 111 - polm desert, ca 92260 - (619) 776-8478 U 1.2 :. 0Q� �4/�T 04 i e C /' •O e • a 81 STEPS PAINTED COKE . DEl stanford leonhard architects a a 74-055 hwy 111 - polm desert, ca 92260 - (619) 776-8478 U 1.2 ----------------- _ TR{M Q :.GATE. : '. - A , . _. .I/2 : PAINTED COVE: _13 .. ElB stanford leonhard architects --. 74-0S5 hwy 111 palm desert. ca 92260 • (619) 776-8478 zuv-cry (bt9)' • IOM 03SaLM OP-XuWI • to 'aF -P JPA pct ❑p o SPE)NOiplouuoGl PJOJUDIS 00 3AOO 031NIdd d - . -nvflea .ln.-. o I• 1v' 1+../ni • salol .-- Q_ •asp- •�,Q•� N.�l�l of obi �� MM ow I 2 'FOUNDA-TION 'DE TAILS `.. GSY•I;��yliZi .FSI AB ANCHOR BOLT FIN FINISH PEN PLYWOOD EDGE NAIL AC AIR CONDITIONING FG FINISH GRADE PLY PLYWOOD ADJ ADJACENT FLR FLOOR PLF POUNDS PER LINEAL FOOT ALT ALTERNATE FN FACE NAIL PNL PANEL ® AT FOM FACE OF MASONRY PP PARTIAL PENETRATION BILK BLOCK FOS FACE OF STUD PSI — POUNDS PER SQUARE INCH BLK BLOCKING FRMG FRAMING PTDF PRESSURE TREATED DOUGLAS FIR 8N BOUNDARY NAILING FTG FOOTING R RADIUS BM BEAM FS FAR SIDE RFTR RAFTER BOT BOTTOM GA GAUGE REF REFERENCE B PL BASE PLATE GALV GALVANIZE REINF REINFORCING BRG BEARING GLB GLUE LAMINATED BEAM READ REQUIRED BTWN BETWEEN GR GRADE CW CUT WASHERS L ANGLES STRUCT STRUCTURAL DBL DOUBLE LGMF LIGHT GAGE METAL FRAMING SW SHEAR WALL OF DOUGLAS FIR 'LGMFC LIGHT GA MTL FRMG CONTRACTOR SYM SYMMETRICAL DIA OR 0 DIAMTETER LL LIVE LOAD T k B TOP do BOTTOM OIAG . DIAGONAL LLH LONG LEG HORIZONTAL T do C TONGUE do GROOVE DIM DIMENSION -EQ EQUAL THK THICK DJ DOWEL JOINT MAX MAXIMUM THRU THROUGH DL DEAD LOAD M8 MACHINE BOLT TL TOTAL LOAD DN DOWN MC MISCELLANEOUS CHANNEL IN TOE NAIL DO DITTO MECH MECHANICAL TOC TOP OF CONCRETE .DWG DRAWING :MFR MANUFACTURER TOS TOP OF STEEL MEN MINIMUM TS STRUCT TUBING EA EACH MISC . MISCELLANEOUS TYP TYPICAL REV REVISION C. AMERICAN STANDARD CHANNEL HD HOLD DOWN RF ROOF co CARRIAGE BOLT HGR HANGER SAO SEE ARCHITECTURAL DRAWINGS CL CENTERLINE HORIZ HORIZONTAL SB SOLID BLOCKING CJ CONTROL JOINT HS - HIGH STRENGTH SCHED SCHEDULE CLG CEILING HSB HIGH'STRENGTH BOLT SED 'SEE EDLECTRICAL DRAWING CLR HSFB HIGH STRENGTH FRICTION BOLT SMOT SEE MECHANICAL DRAWINGS COL COLUMN HSGH HIGH -STRENGTH GROUT SP,CG SPACING CONC CONCRETE HSH HORIZONTAL SLOT HOLE SPEC SPECIFICATION CONN CONNECTION HT HEIGHT SQ SQUARE .CONT '..CONTINUOUS 10 . ANSID& DIAMETER SS SELECT: STRUCTURAL CP COMPLETE .PRENETRATION IJ I SHAPED BUILT UP WOOD TRUSS STD STANDARD CMU CONCRETE MASONRY UNITS JST JOIST STIFF STIFFENER CSK COUNTER SINK JT JOINT STL STEEL' EE EACH ENO MIW MALLABLE IRON WASHER UNO UNLESS NOTED OTHERWISE .EF EACH FACE MTL METAL VERT VERTICAL (LEC NE�CTRICAL VSH VERTICAL SLOTTED HOLE ELEV ELEVATION NIC NOT IN CONTRACT W/ WITH EN EDGE NAILING NIF NUMBER W 0 WITHOUT LLV LONG LEG VERTICAL NS NEAR SIDE WD WOOD EQUIP EQUIPMENT NTS NOT TO WP WATER PROOF, WORK POINT ES EACH: SIDE OC ON ':CENTER WT . ' STRUCT JEES EW :.EACH' WAY .:00. .':' OUTSIDE , DIAMETER WWF::...:WELDED :WARE1:,F'ABRIC 'EXIST `EXISTING OPNG OPENING EXP EXPANSION OPP OPPOSIT FDN FOUNDATION PL PLATE A 3B* L"---\/r-ATIONS ❑❑ stonford leonhard architects 0 ❑ 73-350 EI Paseo Palm Desert. Ca. 92260 (760),776-8478 0 2.00 u SL201 t 11. 'CONTACT THE ARCHITECTItORl.THE':EIGINEER;FOR:;RESOL'UTION OF ANY FIELD CONDITION THAT -DIFFERS'' FROM:'THAT�REPRESENTED. HERON OR ON THE APPROVED WORKING DRAWINGS. GENERAL NOTES OO stonford leonhard architects 0 O 73-350 El Paseo Palm Desert. Co. 92260 (760) 776-8478 2.01 GENERAL 1. THESE NOTES AND SPECIFICATIONS ON STRUCTURAL DRAWINGS GOVERN IN CASE OF CONFLICT WITH OTHER SPECIFICATIONS. NOTIFY ENGINEER OF CONFLICTS WITH OTHER SPECIFICATIONS IMMEDIATELY. 2 NOTES AND DETAILS ON STRUCTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES, SPECIFICATIONS AND DETAILS PROVIDED IN DETAIL BOOK. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT. 3. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE`:CONDITIONS BEFORE STARTING WORK. ANY DISCREPANCIES SHALL BE REPORTED TO THE OWNER IMMEDIATELY. 4. DIMENSIONS SHALL TAKE PRECEDENCE OVER S SHOWN ON DRAWINGS. TYPICAL. DETAILS AND GENERAL NOTES ARE MINIMUM REQUIREMENTS TO BE USED WHEN CONDITIONS ARE NOT SHOWN OTHERWISE. 5. ALL WORK SHALL CONFORM: TO :THE-'1994:-.UNIFORMiBUILDING CODE STANDARDS, AND THE REGULATIONS`. OF' -THE STATE : OF CALIF. DIVISION OF INDUSTRIAL SAFETY, AND .THOSE CODES AND STANDARD LISTED IN THESE. NOTES. 1 6. THE DRAWINGS REPRESENT THE FINISHED STRUCTURE THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE BUT NOT LIMITED T0, BRACING, �1 SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. 7. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH STANDARDS SHALL BE THE LATEST EDITION AND/OR ADDENDUM. 8. CONTRACTOR SHALL INVESTIGATE SITE DURING CLEARING AND EARTHWORK OPERATIONS FOR FILLED EXCAVATIONS OR BURIED .STRUCTURES SUCH AS CESSPOOLS; CISTERNS, FOUNDATIONS ETC. IF ANY SUCH STRUCTURES ARE FOUND, THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY. 9. CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED 1 ON ROOF. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER • SQUARE FOOT. PROVIDE 'ADEQUATE SHORING AND/OR BRACING. 10. WHERE APPLICABLE GENERAL -DETAILS" PRESENTED A.IN-THIS DETAIL BOOK SHALL APPLY. t 11. 'CONTACT THE ARCHITECTItORl.THE':EIGINEER;FOR:;RESOL'UTION OF ANY FIELD CONDITION THAT -DIFFERS'' FROM:'THAT�REPRESENTED. HERON OR ON THE APPROVED WORKING DRAWINGS. GENERAL NOTES OO stonford leonhard architects 0 O 73-350 El Paseo Palm Desert. Co. 92260 (760) 776-8478 2.01 SL202 G E NERAL FOUNDATION NOTES 1. ALL REQUIRED FILL AND BACKFILL SHALL BE COMPACTED TO AT LEAST 90% OF THE MAXIMUM DENSITY OBTAINABLE BY THE A.S.T.M. DESIGNATION D-1557 METHOD OF COMPACTION. FLOODING OR JETTING IS NOT PERMITTED. 2. ALL FOOTINGS SHALL EXTEND TO A DEPTH OF AT LEAST 18" FOR 1 STORY OR 24" FOR 2 STORY BELOW THE LOWEST ADJACENT FINISHED FLOOR OR 12" FOR 1 STORY OR 18" FOR TWO STORY BELOW THE LOWEST ADJACENT FINISHED GRADE WHICHEVER SITUATION YEILDS THE DEEPEST FOOTING. 3.' THE TOP OF ALL PAD FOOTINGS SHALL BE PLACED AT THE BOTTOM OF THE LOWEST ADJACENT CONTINUOUS FOOTING OR RETAINING WALL FOOTING. 4. UNDER ALL INTERIOR CONCRETE FLOOR SLABS ON GRADE PROVIDE A 2" LAYER OF MOIST SAND OVER AN IMPERMEABLE MEMBRANE OVER PROPERLY GRADED SUBGRADE. 5. ALL WORK SHALL DE DONE IN CONFORMANCE WITH THE SOILS REPORT AS PREPARED BY: JOB NO.: DATED: G. ALLOWABLE SOIL PRESSURES: 1500 P.S.F.•TABLE 18-1—A 7. PROVIDE 6 MIL VAPOR BARRIER COVERED WITH 2" SAND OVER ALL INTERIOR SLABS, 8. SEE CONCRETE SECTION FOR SLAB REINFORCEMENT. 9. SOILS BENEATH FOOTINGS SHALL BE PREMOISTENED PRIOR TO PLACING CONCRETE. 10. FOUNDATION EXCAVATIONS SHOULD BE VISUALLY OBSERVED BY A SOILS ENGINEER PRIOR TO PLACING REINFORCING STEEL OR CONCRETE. 11. THE MINIMUM THICKNESS.FOR ALL PADS IS SHOWN IN THE PAD SCHEDULE ON THE FOUNDATION PLAN, HOWEVER COMPLIANCE WITH ITEM 2 ABOVE MAY YEILD A DEEPER OVERALL FOOTING THICKNESS. 12. ALL CONTINUOUS BEARING FOOTINGS SHALL HAVE MINIMUM 1/2" DIA. x 10" LONG ( 14" LONG'AT TWO POUR) ANCHOR DOLTS AT 72" 0/C UNLESS SHOWN CLOSER IN THE SHEAR PANEL SCHEDULE. REFER TO THE FOUNDATION AND FRAMING PLANS FOR SHEAR WALL LOCATIONS. REFER TO THE SHEAV WALL SCHEDULE CONTAINED HERIN.' 13. ALL ANCHOR BOLTS..TO HAVE 2" DIAMETER WASHERS. 14. ALL INTERIOR NON—BEARING NON=SHEAR . WALLS. TO HAVE 3/8" DIAMETER SHOT PINS AT 24" 0/C UNLESS iNOTEO'•OTHERWISE .,SHOT;:PINS' SHALL• BE HILTI OS72 PER ICBO RESEARCH` REPORT N0:"1290`.OR=EQUAL AS APPROVED BY ARCHITECT,_.ENGINEER. •IWD`BUILDING- OFFICIAL, 15. REFER TO DETAIL .01 FOR'STRAP eHOLDOWN 4NSTALLA1ION. 16. REFER TO DETAIL' 2.01 FOR HO HOL(JOWN INSTALLATION. 17.1 REFER TO DETAILS 2. U7 AND 2.07 FOR PIPE AND TRENCH LOCATIONS AND FORMWORK. %18. REFER TO DETAIL" 2 0$ FORSTEPPEDFOOTING `REQUIREMENTS.' -ALSO REFER TO ARCHITECTURAL FOR. SPECIFIC GEOMETRY. A 19. REFER TO DETAIL01 FOR ANCHOR COLT PLACEMENT. GENERAL FOUNDATION NOTES OO.stanford Leonhard architects 00 73-350 El Poseo Potm Desert. Co. 92260 (760) 776-8478 . 0 2.02 I 11 1 ME CONCRETE 1. ALL CONCRETE SHALL CONFORM TO THE LATEST EDITION OF THE UNIFORM BUILDING CODE. 2. ALL CEMENT SHALL CONFORM TO A.S.T.M. C-150, TYPE I OR II, LOW ALKALI 3. FINE AND COARSE AGGREGATE SHALL CONFORM TO A.S.T.M. C-33 FOR STANDARD WEIGHT CONCRETE 4. ALL AGGREGATE SHALL BE COMPARABLE TO 'SAN GABRIEL VALLEY" AGGREGATE THE SHRINKAGE SHALL BE AS PER A.S.T.M. C-33 WITH THE AVERAGE DRYING SHRINKAGE AT 28 -DAYS OF -DRYING NOT EXCEEDING 0.047L 5. DRYPACK SHALL BE COMPOSED OF ONE PART PORTLAND CEMENT TO NOT MORE THAN THREE PARTS SAND. 6. ANCHOR BOLTS, DOWELS INSERTS, ETC. SHALL BE SECURELY TIED IN PLACE PRIOR TO POURING CONCRETE 7. CONCRETE SHALL BE CURED BY KEEPING CONTINUOUSLY WET FOR 10 -DAYS OR, BY AN APPROVED CURING COMPOUND. '8. ALL CONCRETE SHALL HAVE MINIMUM 'COMPRESSIVE STRENGTH OF 2500 PSI AT 28 -DAYS, UNLESS NOTED OTHERWISE. THE WATER TO CEMENT RATIO SHALL NOT EXCEED 6 1/2 -GAL PER SACK OF CEMENT. MINIMUM OF 5 SACKS OF CEMENT PER CUBIC YARD. MAX. SLUMP = V' CONCRETE NOTES OO stonford leonhard architects O O 73-350 EI- Paseo .Polm Desert, Co. 92260 x(760) 776-8478 U 2.03 9. ANCHOR BOLT, HOLDOWNS, AND POST BASE SIZES AND LOCATIONS SHALL BE PER STRUCTURAL PLANS. THE. PLACEMENT OF THESE ITEMS SHALL BE COORDINATED WITH THE FRAMING CONTRACTOR. 10. ALL HOLDOWN ANCHOR BOLTS SHALL BE SECURELY TIED IN-PLACE BEFORE FOUNDATION INSPECTION. 11. REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR MISC. ITEMS TO BE CAST INTO CONCRETE, AND FOR LOCATIONS OF FLOOR FINISHES, DEPRESSIONS, PITS, ETC. 12. ALL DRYPACK SHALL "BE IN PLACE PRIOR TO FOUNDATION INSPECTION. 1, 13. ALL 'CONCRETE RETAINING WALLS AND PLANTER WALLS SHALL 'BE WATERPROOFED BELOW GRADE ON EARTH FACES. 14..CONCRETE-FLOOR SLABS SHALL BEA NOMINAL V' THICK WITH 6X6 -10X10 WELDED WIRE MESH IN: •THE CENTER =OF..THE:SLAB. 15:: PROVIDE 14 1'F SLAB, DOWELS FROM: SLAB :•TO :.ALL"CONTINUOUS 'FOOTINGS AND PADS. TWO POUR:FOOTINGS.ONLY. 1 16."THE' CONCRETE CONTRACTOR 'SHALCPROVIDE: ADDITIONAL -'REINFORCEMENT IN THE CENTER OF THE FLOOR SLAB AT ALL LOCATIONS WHERE .POTENTIAL CRACK' MAY OCCUR INCLUDING SLAB •:CORNERS WHERE !VERTICAL= CHANGE IN ELEVATION iOCCUR. REINFORCEMENT SHALL .. 1-144' LONG BAR CENTEREDON CORNER EACH WAY. BARS MALL BE TIED TO MESH. 17. GRADE; BEAM mCONCRETE SHALL BE . AS PER ITEM .8 ABOVE EXCEPT 3000 PSI AT. 28. DAYS::DESIGN;BASED ON 2000 PSI NO SPECIAL INSPECTION REQUIRED. CONCRETE NOTES OO stonford leonhard architects O O 73-350 EI- Paseo .Polm Desert, Co. 92260 x(760) 776-8478 U 2.03 RE IN F OR C ING S T E E L 1. ALL REINFORCING SHALL BE A.S.T.M. A-615 GRADE 40 FOR BARS J4 AND SMALLER, GRADE 60 FOR BARS 5 AND LARGER. 2. ALL REINFORCING TO BE WELDED SHALL BE OF A WELDABLE GRADE SUCH AS ASTM A706. 3. USE LOW HYDROGEN ELECTRODES, GRADE E-70 FOR WELDED REINFORCING BARS. 4. ALL REINFORCING SHALL BE SECURELY TIED AND BRACED IN PLACE PRIOR TO POURING CONCRETE OR PLACING MASONRY. 5. REINFORCING BARS' MARKED CONTINUOUS SHALL BE SPLICED WITH A MINIMUM LAP OF -55 BAR DIAMETERS IN MASONRY AND 30 BAR DIAMETERS IN CONCRETE. 6. PROVIDE THE FOLLOWING MINIMUM COVERING OF CONCRETE: BELOW GRADE(UNFORMED) .......................3" CLR. BELOW GRADE FOMED)...........................2" CLR. 7. REINFORCING STEEL SHOP DRAWINGS FOR STRUCTURAL CONCRETE SLAB AND BEAMS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER THROUGHARCHITECT FOR,REVIEW PRIOR TO FABRICATION H A R D W A R E 1. ALL HARDWARE SHALL'BE SIMPSON STRONG TIE PER NER-209, NER-393, NER-413, NER-421, NER-432, NER-443, NER-469, ICBO R.R. NO. 1211, 4935. 2. ALL SHOT, PINS, INSERTS, AND EXPANSION ANCHORS SHALL BE HILTI PER ICBO R.R. NOS. 4016, 1290. 3. ALL POST TO BEAM OR POST TO HEADER CONNECTIONS NOT CONCEALLIED IN WALLS SHALL HAVE SIMPSON PC OR EPC CONNECTORS. 4. ALL POSTS NOT CONCEALLED IN WALLS SHALL HAVE SIMPSON PB OR CB POST BASES U.N.O.. REINFORGING STEEL -HARDWARE NOTES A 2.o4 00-stanford .leonhard architects El 0 73-350 El Paseo Palm Desert. C4.922'60 (760) 776-8478 ii MA50NRY NOTE5 ❑O stonfordleonhard architects ❑ ❑, 73-350 0 Paseo Palm Desert, Co. 92260 (760) 776-8478 m 2.05 M A S O N R Y 1. ALL MASONRY WORK SHALL CONFORM TO THE LATEST EDITION OF THE UNIFORM BUILDING CODE 2. CONCRETE BLOCK SHALL BE 8X8X16 HOLLOW UNITS. CONFORM TO A.S.T.M. C-90, GRADE "N-1" MEDIUMWEIGHT UNITS WITH MAX. LINEAR SHRINKAGE OF 0.06% NO CONTINUOUS INSPECTION REQUIRED. 3. MORTAR MIX SHALL BE COMPOSED OF ONE PART PORTLAND CEMENT AND (3 1/2) PARTS SAND AND NOT LESS THAN 1/4 PART NOR MORE.THAN (1/2) PART LIME PUTTY FOR TYPE "S!! MORTAR. 4. GROUT MIX SHALL BE COMPOSED OF ONE PART PORTLAND ' CEMENT TO NOT MORE THAN THREE PARTS SAND AND NOT MORE THAN TWO PARTS PEA GRAVEL WITH "GROUT—AID" ADDED FOR HIGH UFT GROUTING ONLY. SPECIAL INSPECTIONS SHALL BE REQUIRED FOR HIGH UFT GROUTING. 5. PROVIDE CLEANOUT OPENINGS AT BOTTOM OF ALL VERTICALLY GROUTED CELLS IF' GROUT'POUR'EXCEEDS 5'- 0" MAX. LIFT SHALL NOT EXCEED 6'-0". 6. ALL REINFORCING SHALL HAVE A MINIMUM COVERAGE OF 1/T' GROUT. 7. BOLTS SHALL BE GROUTED WITH 1" OF GROUT BETWEEN BOLT AND MASONRY. 8. NO PIPES OW DUCTS SHALL BE PLACED IN MASONRY WALLS UNLESS SPECIFICALLY NOTED OR DETAILED. 9. DOWELS IN CONCRETE FOR MASONRY WALLS •SHALL BE THE SAME SIZE AND SPACING AS MASONRY WALL REINFORCING. 10. ALL MASONRY MALL BE REINFORCED GROUTED MASONRY. I GROUT ONLY CELLS CONTAINING REINFORCING. UNLESS NOTED OTHER—WISE ON FOUNDATION PLAN. ' 11. REINFORCING SHALL -BE SECURELY HELD AND BRACED IN 1 PLACE TO PREVENT MOVEMENTv WHILE PLACING MASONRY. 12. ALL BUILDING RETAINING BLOCK WALLS SHALL BE PROVIDED WITH AN APPROVED MOISTURE BARRIER ON DIRT SIDE 13. MASONRY VENEER SHALL BE ATTACHED TO MASONRY, CONCRETE, OR STUDS PER UBC 1403, 6. •4, 2. OR .1403,.6,:.4, 3. MA50NRY NOTE5 ❑O stonfordleonhard architects ❑ ❑, 73-350 0 Paseo Palm Desert, Co. 92260 (760) 776-8478 m 2.05 NOTES: I. ALLPANEL EDGES BACKED WITH 2 NOMINAL OR WIVER.FRAMING. PANELS INSTALLED EITHER HORIZONTALLY OR VERTICALLY; STUD5 SHALL -BE SPACED 16" ON CENTER. INTERMEDIATE NAILING SHALL BE 12" ON CENTER. 2. STUDS SHALL BE DOUGLAS FIR -LARCH OR.50UTHERN PINE. 3: _': •NWERE'PANELS%°ARE'APPLIED ON?BOTH FAC.ES'OF:'.THEYAAL•L-:AND?NAIL,6RACING '-THAN °6' ON CENTER ON EITHER SIDE; <'=PANEL :JOINT5`:'5HAL'L^:SE :OFFSET:. TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BEV NOMINAL OR THICKER AND NAILS 5HALL.BE STAGGERED ON EACH SIDE. 4. `FRAMING AT ADJOINING PANEL EDGES SHALL BE' 3' ON CENTER NOMINAL OR WIDER AND NAILS SHALL BE STAGGERED WHERE NAILS ARE 2' ON CENTER. 5. -:: FRAMING`AT ADJOINING -PANEL .EDGES SHALL' BE•3" ON CENTER NOMINAL OR WIDER AND. NAILS: SHALL BE 5TAGG13tEv WHERE IO&NAILS ARE: 5PA4ED:5':OR_L.P55'ON CENTER SHEAR NALL SCHEDULE I IA 00 stanford leonhard architects 2.06 ❑ ❑ 73-350 EI Paseo Palm Desert, Co. 97260 (760) 776-'8478 SHEAR WALL 50HEDULE DE50RIPTION SHEAR ALLOWABLE ONE SIDE 3/8' APA RATED PLYWOOD EXP. 15TRUGT I PII 32/16 WITH 8d COMMON 280 #/FT. NAILS AT b' O.G. ED6E5, 12'0.0. FIELD. (TABLE 23-1-K-1) AB 3/8" APA RATED PLYWOOD EXP. I STRUGT I PI 32/16 WITH Sd COMMON 430 #/FT. NAILS AT 4' O.G. EDGES, 12" O.G. FIELD. (TABLE 23-1-K-1) NOTE 2 A3/6' APA RATED PLYWOOD EXP. I STRUGT I PII 32/16 WITH 8d COMMON 550 #/FT. NAILS AT 3' O.G. EDGES, A2' O.G. FIELD. (TABLE 23 -I -K-0 NOTE 2 QD 3/8.' APA RATED PLYWOOD EXP. I STRIJGT I .PII 32/16 WITH Sd COMMON ,30 #/FT. NAILS AT 2. O.G. EDGES, 12' O.G. FIELD. (TABLE 23-1-K-1) NOTE 3 Q15/32' APA RATED PLYWOOD EXP. 15TRUGT I PI 32/16 WITH IOd COMMON 8-10 #/FT. NAILS AT 2' O.G. EDGES, 12' O.C. FIELD. (TABLE"23-1-K-I) NOTE 3 A1/2" DRYWALL WITH 5d COOLER NAILS AT T O.G. EDGED AND.FIELD. 100 #/FT. (TABLE 25-1) QI/2' DRYWALL WITH 5d COOLER NAILS AT 4":O.G. EDGED -.AND, FIELD. 125 #/FT. (TABLE 25-1) AH 1/2" BLOCKED DRYWALL WITH 5d COOLER NAILS AT 4" O.G. EDGED 150 #/FT. .AND FIELD. (TABLE 25-1) A5/8' BLOCKED DRYWALL WITH bd COOLER NAILS AT 4' O.G. EDGED 1-15 #/FT. AND FIELD. (TABLE 25-1) QK 7/8" STtr-/,O OVER BACKED LATH WITH 16 GAUGE STAPLES At b' O.G. 180 #/FT. AT TOP AND BOTTOM PLATES, EDGES AND FIELD OF WALL.. (TABLE 25-1 UB.G) Q-1/8" STUCCO OVA BACKED LATH WITH 16 GAUGE STAPLES AT 3" O.G. 325 #/FT. .AT TOP AND BOTTOM PLATES, EDGES AND FIELD OF WALL. (TABLE 25--1 UB.G) (I GB.O. REPORT NO. 1623/1318) NOTES: I. ALLPANEL EDGES BACKED WITH 2 NOMINAL OR WIVER.FRAMING. PANELS INSTALLED EITHER HORIZONTALLY OR VERTICALLY; STUD5 SHALL -BE SPACED 16" ON CENTER. INTERMEDIATE NAILING SHALL BE 12" ON CENTER. 2. STUDS SHALL BE DOUGLAS FIR -LARCH OR.50UTHERN PINE. 3: _': •NWERE'PANELS%°ARE'APPLIED ON?BOTH FAC.ES'OF:'.THEYAAL•L-:AND?NAIL,6RACING '-THAN °6' ON CENTER ON EITHER SIDE; <'=PANEL :JOINT5`:'5HAL'L^:SE :OFFSET:. TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BEV NOMINAL OR THICKER AND NAILS 5HALL.BE STAGGERED ON EACH SIDE. 4. `FRAMING AT ADJOINING PANEL EDGES SHALL BE' 3' ON CENTER NOMINAL OR WIDER AND NAILS SHALL BE STAGGERED WHERE NAILS ARE 2' ON CENTER. 5. -:: FRAMING`AT ADJOINING -PANEL .EDGES SHALL' BE•3" ON CENTER NOMINAL OR WIDER AND. NAILS: SHALL BE 5TAGG13tEv WHERE IO&NAILS ARE: 5PA4ED:5':OR_L.P55'ON CENTER SHEAR NALL SCHEDULE I IA 00 stanford leonhard architects 2.06 ❑ ❑ 73-350 EI Paseo Palm Desert, Co. 97260 (760) 776-'8478 Cal West Engineer" Job No. 32-812 Aurora Vista No.l Sheet No. Of Cathedral City, Co. Calculated By Date _ 92234 Checked 8y Date — f°hono:060) 328-8150 �• s 1. .:.. qtr Z99 MM, . ? . b. �� .��'S �• s 1. .:.. qtr AAZ- . . � . . . . . . . ; .. v� . . . ! e z i . 1�.'�-3 Z. 3'- 4.41> . leo Ifl . 5 5. ! .Z. %.. a� . .Zi Zfl 1fl . . . Z,. . . :._. . . . Z99 MM, r I NO PIPE ALLOWED N THIS PORTION OF FOOTING METAL PIPE SLEEVE 1(1/2" CLEAR OF PIPE) BACKFILL _fnPACTED 1'-6' MIN TAMPED, SAND 2 .0.+ 0 EXCAVATION BELOW THIS UNE 2_0• STEP FOOTING AS REOID TO KEEP DIMENSION USS THAN 2'--V EA. STEP OR PIPE MORE .THAN X -("•BELOW .' BOTTOM OF:FOOMKUSE COMPACTED OENSITY),INSTEAD OF ' CONC..TO FU.I/ PIPE.TRENCH PIPE AND TRENGH L.OGAT I ONS A 5 1/r MN. ACCESS (EITHER LOCATION) CURB FORMWORK CONDITION AT DM371OR 2x6 MN. CONT. PLANK CONST. JOINT, OPTIONAL FORMS GUT BACK SPALL WIDTH' SHOWN' ON: PLANS +r UNFORMED FORME NOTES: L ' FOUNDATION CONCRETE MAY BE PLACED N HEAT EXCAVATIONS, ' ' FRONDED THE TRENCH WALLS ARE STABLE. ' 2 WHEN SIDES OF FOOTINGS PADS ARE FORMED PADS k STEM MAY BE POURED MONOUTIICALLY. I STAKES ARE NOT PERMITTED WITHIN FOOTINGS SECTION. FOUNDATION FORMWORK A 2.0-1 �Elston ford ' leonhard architects. ❑ Q 73-350 EJ Paseo Palm Desert, Ca. 92260 (760),776-8478 SL208 I I RF7NF. SAM um HTApICHC AsS s 40 OIA 40 aA. POOTWO REOVIORONG 6 uP LON. LAP YM. z x RISE t, RISE FW MG STEP Y -P YAIC SHOMM ON PUN ' ' .D r WSE 2�P NotE:' SLOPE to RE / VERTICAL H0R1L EXCEPT 4o dA 2 X RISE 2 x RISE EXCEPT WERE SHOW OjKMW4 e. LAP UIN , (+2- YIN.) r r ' I TYPICAL GAL STEPPED FOOT I N& � 1 ° LOW MOGEN WENDING R005 D LAP WELL)BEADS TO 8E at D LFJ15T FLUSH "6'0/3 LOW HYDROGEN Ilk NflDING ROD. LENGTH OF riEU)S AS SHOWN ON ' ORAIHNCS FILLET D STEMPNATE . . MELD STEEL PLATE TYPICAL PRONOE LAW 45 HYDROGEN ttt1DMG RODS FOR ALL REW. 8AR 11ElDMG. BUTT 1/te WELD r 1 TYPICAL REBAR NELD IN6 2.08 ❑D.stanford leonhard architects. ❑ 0 73—S50,0 .Paseo Palm OeseFt, Co. 92260. (760) 776-8478 r SL200 2 1/2-UIK 6d 0 " D D D N �O N D= FGR /3-/7 D --8d FOR W19 BAR BENDING O-tOd FOR 110-111 PIER k BEAM TIES 30d (24" MN)A.::: 1195 SPLICE SHALL BE TYPICAL �.CONCRE EXCEPT HERE DETAILID:OTHERWLSE 5 M (247 IN). TOGETHER. BAR SPLICE 7*rF I GAL. REE3AR BEND I NCS IA (TYP.) 2 15 VOL at ENDS k JAMBS U.N.O. AT WALL ENDS & JAMBS NOOK HOR¢. REIRF. L•-0" MIN. INTO GROUTED CELL (TYP.).1r HOOK MAY BE PLACED UP OR DOWN i+ 2- f 5 VERT. U.N.0. Aj N _ N 2 a 2-J VERT. BARS U.KQ 1, I N r `r V630d FOR GONG V -40d FOR MASONRY 2-/5 BARS WC U.N.O. 1 b _ I r r-O"%mm SINGLE LAYER DOUBLE LAYER CONCRETE OR BLOGK i� I 1 FORGING IA O11-stonford leonhard architects 2'01 Q 0 73-350: EI Paseo Palm Desert. Ca. 92260 (760) 776-8478 SL210 E ---POST PER PLAN T BOLTS CNTRSNK OUTSIDE OF FRAMING O CAVITY 4 .• �. -'.4 TDF SILL PLATE BOTTOM OF SLAB • • • ► SSB ANCHOR PER PLAN , , ► 6.• 'sA� I1 HOLDOWN SHALL OCCUR IN FRAMING CAMTI POST ANCHOR HOIDOWN scr w SEr le BOLTS BOLTS S-1 4 Un LA 3/4 2-111 6-1 HQIOA 3/4 2-1/16 6-1 7 7 7 4x• Gx POST OR 2- a OF 16d • SFE SCNED. SEE SCHM . ENGAGE 1 f4 BAR ' Ck43CO ENTb. OF *Gd . PAND42 6 t6 WAND 820 HPAHD22 10 24 F6'AHD22-2P 10 24 STRAW HOLPONN 2.010 OO stanford leonhard architects 0 0 73-350 13 Paseo Palm Desert, Cm 92260 (760) 776-8478 _ SL2011 / NOTE: mom WHERE SILL PLATE MAX EA END IS NOTCHED OR _ DRILLED MORE 14M (1/3) IHE YADiH OF ' 'THE PLATE A.B s a SHALL BE PLACED (9') EA SIDE OF CUT. 2 x SILL PLATE with 5/8' z 12' LQ ANCHOR BOLTS at 48' O.C. MAX U.N.O. 2 -x STUDS at 18. O.C. 2 x PLATE with (4) 16d ' PER PLATE ' 2 x BLACIONG with (2) 16d PER BLK'G. 4 1 ANGHOR E30LT FLAGEMENT r, ❑D stionford leonhard architects ❑ ❑ 73-350 EL -Paseo Palm Desert. Co. 92260 (760) 776-8478 . �.�� t .f.'L,'.�y;: div .a;:f ;.R;, •�;rw.�. ,.: FOUNDATION LEGEND ® ------ JR DENOTES SHEAR WALL LIMITS A DENOTES 5HEARWALL PER 50HEDULE,.5HEET..A/2.06. DENOTES SHEAR WALL -:NUMBER PER'5TRUCTURAL CALCULATION5 - DENOTES SHEAR WPNLL LENGTH O DENOTES NO. OF EGVALL:Y SPACED 1/2" DIA.x 10" A.B. IN SHEAR PANEL 48' MAX SPACING U.N.O. DENOTES PAD SIZE PER PAD SCHEDULE HEREON xxxx.xx DENOTES TOP OF PAD BELOW DATUM FOUNDATION LEEN 7 IA_ � 1 CIO Stanford leonhard architects 2.012 0 0 73-350 El Paseo' Palm Desert. Co. 92260 (760) 776-8478 / it /e.s„UCICO Ovm PLYWD W►1PRE OGGUR9 4 PTDF SILL PLATE W VY VIP. x b' AD. a W -W o% WEA Sc4mw U.N.O. SEE SF -AR WALL SEE ARCH. PLANS 1 SGIfEDUI E ER 1 i -v:. DRYWALL WHERE OGGLlLS i•'L ,� .. ARIES SEE FOUNDATION AN ii ��•�_ ••�•�•�•�---��bxbWl.4xWl.4 KKK Pb. i ' COW _ > \i" -RETE SLAB • SAND OVER 6 MIL -i e \ 1 •4 TOP'4 BOTTOM 12• L 5` m EXTERIOR FOOTING IA 7/8' STUGC.O OVER PLYWD WHERE OC.CAJRS , P70F SILL PLATE WU7VIA. x10'AB.a6=0'0% WEEP SGREED 1 VNO. SEE SHEAR WALL 1 SEE ARCK. PLANS SOI4EDULE 1 E--EJi. DRYWALL WHERE OOCAARS . ,��t �.p...f-....�r�:�...+.,-.--7ixGYV1•rb0"Uil•:Wi"�M. 'o •,h �: .:: ' CiONCiRETL':SIJ\B SAND OVER b MIL �\ .:.4 e . ,• • %\ n / 1 04 TOP 4 BOTTOM URO. ' \ Z 05 TOP 4 BOTTOM U.N.O. AT 8.1 12' m EXTERIOR FOOTING E3 SCALE 2'0 .❑❑ stanford .leonhard architects ❑ ❑ 73-350 EI Paseo Palm Desert, Co. 92260 (760) 776-8478 1 11 u OL.r31 • � O�,vl RYI'IOCO A6 OLO4Ft9 . 6" MATZ N VY M*-," PO. 6W OG WIO. am 6PlAR M44LL 6Glco" OMIT MPML AT Al Ell ANA MOM ;a VtSGUMN I 04 ror 6 aorta+ ' �• aF u INTERIOR FOOT1 MCG A •enr" ovm Zpe RrMO I'1a oc4u" . EF 6111 PLATE . �i P w/ Y2' DVLMO• ro 6 61-0104. i(( YJID. am 6KFR MMLL SCAM" vRri14kLL M{4t2 "mr 6GWD 4l. ' / OOGA'H ' 6S AW.M RAPO -6mW MW A MAK Oym 644L • -4 164 TOP 4 OO TC*4 • % t� YNO. ' E • i �I OO,stanford Leonhard architects ❑ 0 73--350 EI. Paseo Palm .Desert, Ca. 92260 (760) 776-8478 r l+n� vwPr. werr c� ', C ..: \LYS%//, .d • . : 1 414 TOP4 OOfIC1N UHo. 3 i5 WP 4 Baff. at AJ 12- to 1 . FOUNDATION DETAIL A 1 ' rtnrLm SHn4ftbo=m • ON PLN . . DV.KIO'AA tAb'e/c W/O. .. rx I'Vx iM TOP NO bOROM . • //� •:4 ljl}• •4 O 12' 'FOUNDATION DETAIL 2.2 1:10.stonford leonhard architects '0 C]. 73-350 El Paseo Palm Desert. Co. 92260 (760) 776-8478 ' 994 CONT FLATNORK E-DGE C7AR ►GE FOOTING ❑ Cl. stanford: 1e,6nhard : drehitects 11 ❑ 73-350 E] Paseo Pdm Desert, Cu. 92260 (760) 776-8478 2.3 b'l.h 24 io FG , 04 TOPE BOTTOM N / LLRQ r iq EXTERIOR FOOTING I I a W -#Le 1' -Ib• 1 *❑ stanford,,Ieonhard architects ❑'❑ 73-350 El Paseo , Pdm Desert. Co. 92260 (760)1776-8478 env 2.4 1 "'CCW. Apa" - PERAVfM W SHCOM Dt3PIWSS e° W -#Le 1' -Ib• 1 *❑ stanford,,Ieonhard architects ❑'❑ 73-350 El Paseo , Pdm Desert. Co. 92260 (760)1776-8478 env 2.4 U 1 arm . s .• 7-P. «4 roP AND eorroMirco 12• 4. INTERIOR T=OOTING A POST PER PLM EX EN. PLAT WORK WFe:IE OCZMS — — t4 , i r 4.— F6Z in ,.� •.� • ^REIt�ORGMb PER PER PLAN SWARE v ' In COLUMN FOOTING ❑❑ stanford I'eonhard architects ❑.❑ 73-350 El ..Paseo Palm Desert, Co. 92260 (760)'776-8478 f w SLr2b • >succo ore¢ FLYIV MIe+C OOCAM RDF 0" RJ4G W VX DIA K W AO . rew SCREW FIS 1 t 61-0'0,r- U" RM 9KlR KALL ARGL FLANS 1 DRrrMLL MIC¢' <----•—[x oca�w -IM FCOCATM •: i f LAN X19• ,• ., o I•i-�:.-6.6MA,"A wPut . •� �' , . C-OWR= SLAG GAM OVM 6 ML 12' m EXTERIOR FOOTINO ,ar '-104 C40W. ARO" .. ' .. reKO CTM at ONOMM OQT✓ZSaw" DEPRE55ION B 2'6 O11stanford leonhard ° architects 0 ❑ 73-350 O Poseo Polm Desert, Co. 92260 (760) 776-8478 NY I .-n DU D Z G) 0 m D r -- CO �L e 1 'I 1 A86REVEATIONS: AB ANCHOR BOLT FIN FINISH PEN PLYWOOD EDGE NAIL AC AN CONDITIONING PG FINISH GRADE PLY PLYWOOD AN ADJACENT FLR FLOOR PLF POUNDS PER LINEAL FOOT ACT ALTERNATE FN FACE HAUL PNL PANEL O AT FOM FACE OF MASONRY PP PARTIAL PENETRATION . BLX BLOCK FOS FACE OF STUD PSI POUNDS .PER SQUARE NCH ' BLK BLOCKING "NO FRAMING PTOF PRESSURE TREATED DOUGLAS FIR ON BOUNDARY HMUNO FTG FOOTING R RADIUS BM BEAM FS FAR SIDE. RFTR RAFTER BOT BOTTOM CA GAUGE REF REFERENCE B PL BASE PLATE CALV 'GALVANIZE ROW REINFORCING BRG BEARING GLB ' CLUE tAYNATEO BEAM RFOO REQUIRED BTWH BETWEEN GR GRADE CW 'GUT WASHERS L ANGLES DOL DOUBLE " LOW LIGHT GAGE METAL FRAMING SIN SMEAR WALL OF DOUGLAS FFR LGMFC LIGHT GA MTL F RMG CONTRACTOR SYM SYMMETRICAL. CIA OR 0 DIAMTETER LL LIVE LOAD T k D TOP 4 BOTTOM GAO .DIAGONAL LLH LONG -LEO HORIZONTAL T R C TONGUE k GROOVE DN DIMENSION ' LLV LONO LEO VERTICAL . INK THICK . DJ • ' DOWEL Jo INT MAX MAXHMOM - TIM. THROUGH � OL DEAD LOAD MD .. MACHINE, BOLT . .. TL ..`.TOTAL LOAD ON ? DOKN - MC .:..:IB9CkwWEOHScHMNE1. HSH TH TOE NAL- - OO -.DIrTO TOC TOP OF CONCRETE DEMO DRAWING *• - - MFR MANUFACRRtFR TOS TOP OF STEEL CB ExamO MDI . MINIMUM TS . STRUCT TUBING, EA EACH ow MISCELLANEOUS TYP TYPKN. - REV REVISION C AMERICAN STANDARD CHANNEL HD HOLD DOWN RF ROOF CB CARRIAGE BOLT NOR HANGER SAD SEE ARCHITECTURAL DRANHNGS CL CENTERLINE HORIZ HORIZONTAL SB SOLO BIACIOIG CJ CONTROL JOINT HS SCHED HIGH STRENGTH CLC SCHEDULE . CEILING, HSB HILI STRENGTH BOLT SED SEE EDLECIRICAL DRAINING CLR CLEAR HSFB NIGH STRENGTH FRICTION BOLT SMDT SEE MECKANICAL DRAWLS COL COLUMN HSGH HIGH STRENGTH GROUT SPOG SPAC04G COW CONCRETE HSH HORIZONTAL SLOT HOLE SPEC SPOWrATWH CONN CONNECTION HT HEIGHT SO SQUARE CONT CONTINUOUS D •INSIDE DIAMETER SS ' SELECT STRUCTURAL CP COMPLETE PRENETRATION M 1 SHAPED BUILT UP WOW TRUSS STD STANDARD CMU CONCRETE MASONRY UNITS JST JOISTSTIFF STIFFENER CSK COUNTER SINK jr JOINT STL STEEL EE EACH QD - MIW MALLABLi IRON WASHER U NO I N = NOTED OTHERNISE EF EA04 FACE MTL METAL VERT VERTICAL ELIC ELECTRICAL (N) NEW VSH VERTICAL SLOTTED HOLE EIEV ELEVATION NIC NOT N CONTRACT W/ WIN EN EDGE NAILING NO// NAAIBER W/o WINOIUT ED BAWL HS NEM SIDE WD, WOOD EQUIP EQUIPMENT HTS HOT TO .WR '... WATER. PROOr..WORX.POINT "ES' :'"-EAGI'SM- . ..:;Dc ;,.'.i? ON. CENTER . . • •: W F •. ; STRICT .IM :. ': ElW ... <::. E".WAY .. -004 .'"OUTSIDE:DIAMETER --WWF : i:- WODED:MME FABRIC EXIST :Exams OPNG -OPOQLG. EXP EXPANSION ' OPP OPPOSIT NDN FOUNDATION PL PLATE AE3i3RF-\/ I ATI ONS hl ❑l] stonford I'e.onhard architects ❑ 0 73-350 El Paseo.' Palm OOSBFt. • Ca.. 92260 '(760), 776—.8478' 5.00 9 GENERAL 1. THESE NOTES AND SPEGFICATIONS ON STRUCTURAL DRAWINGS GOVERN IN CASE OF CONFLICT WITH OTHER SPECIFICATIONS. NOTIFY ENGINEER OF CONFLICTS WITH OTHER SPECIFICATIONS IMMEDIATELY. 2. NOTES AND DETAILS ON STRUCTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES, SPECIFICATIONS AND DETAILS PROVIDED IN DETAIL BOOK. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM .TO SIMILAR WORK .ON THE PRO.IECT. 3. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. ANY DISCREPANCIES SHALL 13E REPORTED TO THE OWNER IMMEDIATELY. 4. DIMENSIONS SHALL TAKE PRECEDENCE '-OVER S SH6wN ON DRAWINGS. TYPICAL DETAILS. AND GENERAL. NOTES ARE MINIMUM REQUIREMENTS TO BE USED WHEN CONDITIONS ARE NOT SHOWN OTHERWISE 5. ALL WORK SHALL CONFORM TO THE:1994`UNIFORM i BUILDING CODE STANDARDS, AND THE REGULATIONS'OF;THE STATE OF CALIF. DIVISION OF INDUSTRIAL SAFETY'AND THOSE CODES AND STANDARD LISTED IN THESE NOTES. 6. THE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY + DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE BUT NOT LIMITED T0, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. 7. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH STANDARDS SHALL BE THE LATEST EDITION AND/OR ADDENDUM.. & CONTRACTOR SHALL INVESTIGATE SITE DURING CLEARING AND EARTHWORK OPERATIONS FOR FILLED EXCAVATIONS OR BURIED STRUCTURES .SUCH AS CESSPOOLS, CISTERNS, FOUNDATIONS ETC. IF ANY SUCH STRUCTURES ARE FOUND, THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY. 9.' CONSTRUCTION MATERIAL SHALL BE.SPREAO OUT IF PLACED ON ROOF. LOAD SHALL NOT DCCEED'THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING AND/OR BRACING. 10. - WHERE APPLICABLE GENERAL°-UETAILS,-PRESENTED °IN: THIS DETAIL BOOK SHALL APPLY. 11. CONTACT THE ARCHITECT'OR":7HE'ENGINEER,'FOR RESOLiJT10N OF ANY FIELD CONDITION THAT DIFFERS FROM THAT REPRESENTED HEREIN OR ON THE APPROVED . WORKING DRAWINGS. (5ENERAL MOTES A 1111 stanford Ieonhard a.r..chitects�.. 3.01 0 0 73-350 El Paseo Palm Desert, Co. 92260. (760) 776-8478 F R AM ING NO T E S 1. ALL STEEL EXPOSED TO WEATHER SHALL BE HOT—DIP GALVANIZED AFTER FABRICATION. 2. ALL STRUCTURAL PLYWOOD SHALL CONFORM TO PS-1-83. AND SHALL BE IDENTIFIED WITH D.F.P.A. GRADE—TRADE MARK. 3. EACH SHEET OF PLYWOOD SHALL CONTAIN A MINIMUM OF 8 SQUARE FEET AND SHALL EXTEND TO 3 BEARINGS MINIMUM WITH FACEGRAIN AND. TO JOISTS. 4: NAILING FOR PLYWOOD SHALL BE 10d COMMONS AT ROOF LOCATIONS. FLOOR NAILING SHALL BE 10D COMMON EQUIVALENT SCREWS OR RING SHANK NAIL FLOOR PLYWOOD SHALL BE TS4 AND GLUED. 5. ALL UNSUPPORTED PLYWOOD EDGES SHALL BE BLOCKED OR CLEATED. 6. THE BUILDING DEPARTMENT SHALL BE NOTIFIED FOR ROOF DIAPHRAGM NAILING INSPECTION. 7. 'PROVIDE DOUBLE JOISTS OR%DOUBLE-BLOCK.AROUND.ALL. OPENINGS IN ROOF. NO OPENINGS`.WILL BE`-.PERMITTED'IN ROOF OTHER THAN -THOSE `MOWN :W1THOUT'THEENGINEER*S APPROVAL 8. T.O.S. — INDICATES TOP OF PLYWOOD ROOF SHEATHING ABOVE FINISH FLOOR SLAB. 9. SEE PLANS FOR THE LOCATION OF BLOCKED PLYWOOD DIAPHRAGMS. 10.. REFER TO TRUSS NOTES HEREIN .FOR TRUSS RELATED INFORMATION. 11. PLYWOOD ROOF CRICKETS TO BE 5/8" COX. WHERE SPANS EXCEEDS' 24" USE 2X TAPER WOOD STRIPS AT 24" 0/C. B 12 REFER TO DETAIL _014 FOR TYPICAL TOP PLATE SPLICE. 13. REFER TO DETAI 09 FOR WALL INTERSECTIONS. A 14." REFER TO DETAIL 3 09 FOR STUD WALL AND HEADER FRAMING. B 15. REFER: TO DETAIL 3:09 FOR NON-BEARING. STUD WALL BRACING. 8 16: REFER TO DETAIL .010 FOR:HOLES IN.DIAPHRAGMS.OR SHEAR WALLS. 17. REFER TO DETAIL .014" .,!a FOR-HOLES,. STUDS.'JOISTSs=O ,.BEAMS:.. A 18. REFER TO DETAIL, 011 :!FOR'.BLOCKED"DIAPHRAGMS:CONSTRUCTION. 19::REFER TO DETAIL Ut FOR UNBLOCKED-DIAPHRAGM CONSTRUCTION. 20. REFER '.TO DETAIL Ui3 FOR SHEAR" WALL CONSTRUCTION. 21: REFER TO DETAIL A 'FOR 'CE]UNG :FRAMING. SPAN ...TABLE. .015 FRAM I N(9- . NOTE5 oilstonford leonhard architects 5'O2 0 0 73-350 EI Paseo Polm Desert, Ca. 92260 .(760) 776-8478 ' 2 303 'e STRUGTUi�L STr- 1�lOTES ❑❑ stanford Leonhard architects Q0 '7,$.-350,,V Paseo Palm Desert., Cc. .92260 (760). 776-8 01 3.03 STRUCTURAL STEEL NOTES ' 1. STRUCTURAL STEEL SHALL CONFORM TO A.S.T.M. A-36 SPECIFICATIONS AND TO THE A.I.S.C. SPECIFICATIONS FOR FABRICATION AND ERECTION. 2. ALL BOLTS SHALL CONFORM TO A.S.T.M. (A-307) FOR UNFINISHED BOLTS. EXCEPT WHERE SPECIFICALLY NOTED AS HIGH STRENGTH BOLTS WHICH SHALL CONFORM TO A.S.T.M. (A-325). ALL (A7-325)BOLTS SHALL.HAVE SPECIAL INSPECTION. 3. ALL WELDING'SHALL BE DONE BY'A CERTIFIED WELDER AND CONFORM TO THE A.W.S. SPECIFICATIONS. USE LOW HYDROGEN ELECTROOES`E70XX FOR ALL WELDING 4. ALL STEEL EXPOSED TO WEATHER SHALL BE HOT -DIP GALVANIZED AFTER FABRICATION. 5. 'ALL STRUCTURAL STEEL`SHALL BE FABRICATED IN THE SHOP OF A.LICENSED FABRICATOR AND SHOP DRAWINGS SHALL BE SUBMITTED TO.THE STRUCTURAL. ENGINEER THROUGH THE ARCHITECT FOR APPROVAL PRIOR JO ' FABRICATION. ALL FIELD:'WELDING;>EXCEPT::MINOR°=OR. TACK WELDING. SHALL. BE -CONTINUOUSLY=INSPECTED 38Y -AN' APPROVED WELDING INSPECTOR. 6. ALL BOLTS FOR STEEL MEMBERS SHALL BE TRUE. BURNING ' OF HOLES FOR CONNECTIONS WILL NOT BE PERMITTED. 7. PROVIDE FULL BEARING ON UNTHREADED PORTION OF BOLT SHANK FOR ALL STEEL CONNECTIONS. PROVIDE BEVELED WASHERS UNDER'NUTS AT'STEEL _8. CONNECTIONS.. WHEN THE BEVEL EXCEEDS 1:20. 9. PROVIDE LEVELING NUTS FOR ALL BOLTS AT BEAM SEATS AND COLUMN. BASE PLATES. 10. 'ALL NUTS FOR STRUCTURAL STEEL CONNECTIONS SHALL BE HEAVY HEXAGONAL NUTS. 11. .STRUCTURAL STEEL MEMBERS TO BE. FIREPROOFED NEED NOT BE PAINTED. 12. ALL STEEL TUBES SHALL: CONFORM TO A.S.T.M. A-500. GRADE "B". ALL STEEL PIPE SHALL CONFORM TO A.S.T.M. A-53 GRADE "B". 13. ALL BOLT SPACING IN STRUCTURAL STEEL CONNECTIONS TO BE 3" MIN. BETWEEN BOLTS AND .1 1/2" MIN. EDGE DISTANCE. UNLESS NOTED : OTHERWISE. 14.: ALL'STUDS .WELDED::: TO,,.STEED=.EIEAMS'%ANO':COLUMNS: SHALL _. 'BE NELSON STUDS OR OTHER:''APPROVED :MFG. 15.. DRY PACK FOR BASE. PLATES: SHALL: BE'• IN -PLACE`':PRIOR TO FOUNDATION INSPECTION. '16. SHOP DRAWINGS SHALL BE SUBMITTED. TO. THE. ARCHITECT AND ENGINEER PRIOR TO FABRICATION. ' 17. DRYPACK SHALL BE IN PLACE PRIOR TO 'FOUNDATION INSPECTION. 'e STRUGTUi�L STr- 1�lOTES ❑❑ stanford Leonhard architects Q0 '7,$.-350,,V Paseo Palm Desert., Cc. .92260 (760). 776-8 01 3.03 L U M B E R 1. ALL STRUCTURAL LUMBER SHALL BE GRADED IN ACCORDANCE WITH THE "GRADING AND DRESSING RULES #16 OF THE WEST COAST LUMBER INSPECTION BUREAU. 2. ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED DOUGLAS FIR. 3. HOLES FOR BOLTS SHALL BE BORED WITH A BIT 1/32" TO 1/16" LARGER THAN THE NOMINAL BOLT DIAMETER. 4. ALL BOLTS SHALL BE RE -TIGHTENED PRIOR TO APPLICATION OF PLYWOOD, PLASTER, ETC. 5. STRUCTURAL, MEMBERS SHALL NOT BE CUT FOR PIPES, ETC. UNLESS SPECIFICALLY NOTED OR'DETAILED. 6. 2X SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS OR RAFTERS AT ALL SUPPORTS. 7. ALL STRUCTURAL PLYWOOD SHALL BE MANUFACTURED WITH EXTERIOR GLUE AND CONFORM. TO Ps- 1-83..::EACH :SHEET SHALL BE IDENTIFIED WITH .AN ,A.P.A.. GRADE TRADE MARK. SEE DRAWINGS FOR :GRADE :AND THICKNESS. 8. ALL BOLTS BEARING ON WOOD. SHALL HAVE .STANDARD CUT WASHERS UNDER HEAD AND NUT, UNLESS NOTED OTHERWISE. 9. ALL JOIST HANGERS SHALL BE "SIMPSON", '.'ARCH -RIB" OR AN APPROVED EQUAL 10. ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR -LARCH OF THE FOLLOWING GRADES UNLESS NOTED OTHERWISE ON STRUCTURAL DRAWINGS: STUDS, PLATES, BLOCKING 24, 3x6. 46, 16, 4x8 ...........................................:......... 11 STUDS, PLATES, BLOCKING 2x4, 30. 4x4..................................................................... $1 BEAMS, STRINGERS 6x & LARGER MEMBERS ...................................................... #1 .: •POSTS &:MUWONS............................................................. SEL STRUCT. ROOF .PLANKING & DECKING ................................................... COM. DbL-' 1450( JOISTS & PLANKING 2x,3x, do 4x MEMBERS 6" & WIDER....................................... .................................. 1 RAFTERS, INCLUDING 2x4, 30, & 44 ...................................1 BOARDS, •SHEATHING & STRIPPING ....................................... CONST. GRADE SILLS, PLATES. SLEEPERS, :POSTS OR WOOD IN CONTACT WITH CONCRETE .................................... CONST. GRADE WHICH IS IN'CONTACT WITH=EARTH......... ..................................PRESSURE TREATED 11. ALL -NAILS'- SHALL BE.COMMON'.'•WIREi-ANO CONFORM=:TO:.ITABLE .. :. NO. 23-4-G OF THE '94 •:U.B:C. 12. WHERE LAG SCREWS ARE USED.' PREDRILL'HOLE FOR��SHANK THE SAME DIAMETER AS THE -SHANK. AND 757. SHANK DIAMETER FOR THE :THREADED -PORTION::SCREWS.SHALL BE INSERTED .WITH 'THE TURN. OF A WRENCH. DRIVING WITH A HAMMER WILL NOT BE PERMITTED LUMBER NOTE5 OO stonford Ieonha'rd architects 0 0.:73-350 EI Paseo Palm OeserL.Co. 92260 (760) 776-8478 0 3.04 1 TRUSSES 1. ALL NON—GANG NAIL TYPE TRUSSES SHALL BE MANUFACTURED BY TRUS JOIST MACMILLAN PER NER-119, NER—.128, NER 200. 2. ALL GANG NAIL TYPE TRUSSES SHALL BE MANUFACTURED IN ACCORDANCE WITH U.B.C. STANDARD NO. 25-17. THE TRUSS MANUFACTURER SHALL SUBMIT PROOF OF IN PLANT INSPECTION TO THE ARCHITECT, ENGINEER. AND BUILDING DEPARTMENT. 3. ' THE TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS, LAYOUT, AND CALCULATIONS FOR ALL TRUSSES SUPPLIED TO THE ENGINEER AND ARCHITECT OF RECORD FOR APPROVAL:PRIOR TO FABRICATION. 4. THE TRUSS MANUFACTURER SHALL 'PROVIDE ALL =BLOCKING. BRACING, CUPS, BRIDGING, WEB'FILLERS AND:HANGER:FOR TRUSSES SUPPLIED. 5. THE TRUSS MANUFACTURER SHALL DESIGN TRUSSES FOR ALL ADDITIONAL LOADINGS AS MAY OCCUR FROM MECHANICAL.. EQUIPMENT PARAPETS, STUCCOED SOFFITS, DRAG AND SHEAR TRANSFER CONDITIONS, POT SHELVES, HUNG CEILINGS, OUTRIGGERS, ETC.. 6. THE DESIGN LOADS OTHER THAN ABOVE FOR THIS PROJECT ARE AS FOLLOWS. FLAT ROOF: PITCHED ROOF: LIVE = 20 psf 20 psf*.* DEAD = 15 psf 19 psf LIVE LOADS ARE. REDUCIBLE ••16 psf FOR SLOPES GREATER OR EQUAL TO 4:12 7. APPROVED TRUS JOIST SHOP DRAWINGS ARE TO BE STRICTLY ADHERED TO BY CONTRACTOR AS IF A PART OF THE APPROVED DRAWINGS..' THE CONTRACTOR SHALL NOTIFY .THE ARCHITECT ENGINEER IMMEDIATELY IF CONFLICTS BETWEEN'TRUSS SHOP DRAWINGS _ AND : THE WORKING DRAWINGS EXIST:. . I-RU55 NOTES Ell]-stonford ieonhard architects' . El ❑ 73-350 0 Poseo.Ppim Desert, .Ca. 92260: (760) `_776-8478 5.05 L_I G E NERAL NAILING NOTES 1. NAILS SHALL BE DRIVEN PERPENDICULAR WHERE POSSIBLE INSTEAD OF TOENAILS. 2. PRE -DRILL FOR ALL NAILS 20d OR LARGER. 3. ALL NAILS SHALL BE COMMON WARE NAILS UNLESS NOTED OTHERWISE. ALL NAILING SHALL CONFORM TO THE LATEST EDITION•OF THE U.B.C. TABLE NO. 23 -I -Q. 4. SEE PLANS FOR LOCATION OF BLOCKED PLYWOOD DIAPHRAGMS. ' G L U E- LAMI N A T E ID BEAMS .1. GLUED -LAMINATION BEAMS SHALL BE COMBINATION 24F -V4 FOR SIMPLE SPANS AND 24F -VB FOR CONTINUOUS AND CANTILEVER SPANS. GLUE -LAMS SHALL BE DF/DF INDUSTRIAL APPEARANCE. ' WHERE NOT EXPOSED AND ARCHITECTURAL APPEARANCE WHERE EXPOSED. 2. EXTERIOR GLUE SHALL BE USED'WHERE LAMINATED BEAMS ARE EXPOSED TO WEATHER. 'J 3. ALL STRUCTURAL GLUED-LAMINATED=LUMBER.SHALL BE INSPECTED DURING LAMINATION BY -AN APPROVED INSPECTION AGENCY -PROVIDE' CERTIFICATE OF'. INSPECTION TO. THE BUILDING DEPARTMENT. 4. EACH PIECE OF STRUCTURAL GLUED -LAMINATED LUMBER SHALL BE STAMPED WITH AN IDENTIFYING NUMBER AND SHALL BE ACCOMPANIED BY A CERTIFICATE OF INSPECTION AS REQUIRED IN SECTION 1704.6.2 OF THE UNIFORM BUILDING CODE. 5. INDUSTRIAL APPEARANCE LAMINATED BEAMS MAY BE GROUP WRAPPED, ARCHITECTURAL APPEARANCE LAMINATED BEAMS SHALL BE INDIVIDUALLY WRAPPED. 6. ADEQUATE BRACING SHALL BE PROVIDED DURING ERECTION. 7. THE LAMINATED BEAMS SHALL BE FURNISHED AND DETAILED BY A LICENSED FABRICATOR SPECIALIZING IN THIS TYPE OF WORK. 8, ALL GLUED -LAMINATED BEAMS SHALL BE FABRICATED WITHOUT CAMBER UNLESS NOTED OTHERWISE ON DRAWINGS. M I C R 0- L A M S I.-` : ALL MICRO. LAMS SHALL BE 1.8E AS MANUFACTURED BY TRUS JOIST PER NER=126. 2. MULTIPLE MICROLAMS SHAT[ 13& NAILED'.'. OR PER TRUS JOIST REQUIREMENTS. HARDWARE 1. ALL HARDWARE SHALL BE SIMPSON STRONG TIE PER NER-209, NER-393; NER-413, NER-421, NER-.432, NER-443; NER-469, ICBG R.R. NO. 1211, 4935. 2 ALL SHOT PINS, INSERTS, AND EXPANSION ANCHORS SHALL BE HILTI PER ICBG R.R. NOS. 4016, 1290. 3: NAIL' OR:'BOLT AW -HARDWARE 'PER '.SIMPSON STRONG -TIE REQUIREMENTS."REFER TO:CURRENT SIMPSON CATALOGUE. NA I L I N(976LB-M I OROLAM NME-5 ❑O stanford Leonhard architects .❑ 0 =73,350 .EI Poseo Patm Desert, Co. .92260 . (760) 776-8478 SL307 COMMON WIRE NAILS 1. JOIST OR RAFTERS AT ALL BEARINGS TOE NAIL EACH SIDE ......................................... 3--8d 2. BRIDGING TO JOIST TOE NAIL EACH END ........................................... 2-8d 3. 1" X 6" SUBFLOOR OR LESS TO EACH JOIST FACENAIL............................................................... 2-8d 4. WIDER THAN. 1" X 6" SUBFLOOR TO EACH JOIST FACE NAIL ................... :........................................... 3-8d . 5. 2" SUBFLOOR TO JOIST OR ORDER BUND AND FACE NAIL ...................................... 2-16d 6. SOLE PLATE TO JOIST OR BLOCKING FACE NAIL .......................... :...................................... 16d at 16" a/c 7. TOP PLATE TO STUD ENDNAIL.....................:...:........................................2-16d 8. STUD TO SOLE PLATE TOENAIL..................................................................4-8d 9. DOUBLE STUDS FACE NAIL................................................................:16d' ati 24".= o% 10. DOUBLE. TOP PLATES FACE NAIL...........16d at -16" o% 11. TOP PLATES, LAPS do INTERSECTIONS FACENAIL..........:.................................................... 2-16d 12. CONTINUOUS HEADER, TWO PIECES ALONG EACH EDGE ............................................ 16d at 16" a/c 13. CEILING JOIST TO PLATE TOENAIL..................................................................3-8d 14. 'CONTINUOUS HEADER TO STUD TOENAIL..................................................................4-8d 15. CEILING JOISTS, LAPS OVER PARTITIONS .. FACE NAIL................:.............................................. 3-16d 16. CEILING JOIST'S TO PARALLEL RAFTERS FACENAIL.............................................................. 3-16d 17. RAFTER TO PLATE TOENAIL...................................................:..............3=8d 18. 1" BRACE TO EACH STUD AND PLATE FACE NAIL.................:..................:.......................... 2-8d 19. 1" X 8" SHEATHING OR LESS TO EACH BEARING FACENAIL............................................................... 2-8d 20. WIDER THAN 1" X 8" SHEATHING TO EACH BEARING FACE NAIL ................................. ............................... 3-8d 21. BUILT-UP CORNER STUDS .......................................... 16d at 24" a/c 22. BUILT-UP GIRDER k BEAMS AT TOP AND BOTTOM STAGGER ............................ 20d at 32" o% AT ENDS do 'AT EACH SPLICE .......................... ........ 2-20d 23. 2" PLANKS AT EACH BEARING ......................... :............ 2-16d 24. BLOCKING BETWEEN JOISTS OR RAFTERS TO JOIST OR RAFTERS TOE NAILS,, EACH SIDE_ ........... ....... _................... 2-10d 'TO JOIST 'OR RAFTER BEARINGS TOE NAILS, EACH SIDE... 2=10d 25. JOISTS OR RAFTERS TO SIDES OF STUDS, 8" OR LESS.............................................................. 3-16d FOR EACH ADDITIONAL 4' IN DEPTH OF JOIST.... ......................................................................1-16d 26. BLOCKING BETWEEN STUDS, EACHEND ....... ...... _... ........ ....................................... 2-16d OR 2=10d TOENAILS 27. RIBBONS TO STUDS 1" RIBBONS...-"......-........_ . .......... ............... :..2-16d 21. RIBBONS ............................... ..................... :....:.... 2-16d NAIL 50HEDULE O❑ stan.ford:,leonhord architects 00'73-35011 Paseo Palm Desert, Co. 92260 .(760) 776-8478: 0 5.01 0 ' SHEAR WALL 50HEOULE DE50RIPTION SHEAR ALLOWABLE ONE SIDE QA 3/8" APA RATED PLYWOOD EXP. 15TRUGT I PI 32/16 WITH 8d COMMON 280 #/FT. NAILS AT 6' O.G. EDGES, 12" O.G. FIELD. (TAB[ 23-1-K-1) ' BB 3/8' APA RATED PLYWOOD EXP. I STRUCT I PI1 32/16 WITH 8d COMMON 430 #/FT. NAILS AT 4" O.G. EDGES, 12' O.G. FIELD. (TABLE 23-1-K-1) NOTE 2 Q3/8" APA RATED PLYWOOD EXP..I STRLICT I PII 32/16 WITH 8d COMMON 550 #/FT. . NAILS:AT 3'.O.C. EDGES,'. 12".0.6. FIELD.. (TABLE 234=K-1) NOTE 2 ' A5/5* APA RATED PLYWOOD EXP. 15TRUGT I PII 32/16 WITH 8d COMMON '730 #/FT. NAILS AT 2" O.G. EDGE5, 12' O.G. FIELD. (TABLE 23-1-K-1) NOTE 3 EE .:.15/32".APA RATED PLYWOOD.EXP. I STRIIGT I PII 32/16 WITH IOd COMMON 870 #/FT. NAILS AT 2' O.G. E06E5, 12" O.G. FIELD. (TABLE 23=1 -K -I) NOTE 3 Q1/2" DRYWALL WITH 5d COOLER NAILS AT.7"..O.G. ED6ED AND:FIELD. 100 #/FT. ' (TABLE 25-1) A. 1/2" DRYWALL WITH .5d COOLER NAILS AT. -"4' O.G.-.ED6ED'AND FIELD. -125 #/FT. (TABLE 25-1) 'AHA/2". BLOCKED DRYWALL WITH 5d COOLER NAILS AT 4' O.G. EDGED 150 #/FT. AND FIELD. (TABLE 25-1) A5/8' BLOCKED DRYWALL WITH bd COOLER NAILS AT 4" O.G. EDGED 1 -15 #/FT. AND FIELD. (TABLE 25-1) KK '1/8' STUCCO OVER BACKED LATH WITH I6 GAUGE 5TAPLE5 AT 6' O.G. 180 #/FT. AT TOP AND BOTTOM PLATES, EDGES AND FIELD OF WALL. ' (TABLE ,25-1 UB.CJ LQ 7/8' 51UCCO OVER BACKED LATH WITH 16 GAUGE STAPLES AT 3' O.G. 325 #/FT. AT TOP AND. BOTTOM PLATES, : EDGE5. AND FIELD OF. WALL. ' (TABLE 25-1. UB.G) (I.CB.O. REPORT NO. 1823/1318) I. BALL PANEL EDGE5 BACKED WITH 2NOMINAL OR WIDER FRAMING:. PANELS INSTALLED EITHER HORIZONTALLY OR VERTICALLY. STUDS SHALL BE SPACED 16" ON CENTER. ' ' INTERMEDIATE NAILING.SHALL BE 12" ON CENTER. ':STUDS SHALL, BE FIR-4-ARC,,H. .2." 120U6LA5 oR.SouTHERk.PiNE. 3.' -:':WHERE F'ANELS:ARE'APPLIED.ON BOTH FACES":OF-'�`YVALL--eA ,NAIL1SP,A:GING.'s IS LE55 THAN '6" ON CENTER ON EITHER 51DE; :-PANEL".JOINTS"5HALL". BE` OFFSET ' TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3" NOMINAL OR -THICKER AND NAIL5.51HALL .BE STAGGERED ON EACH SIDE. 4. ' FRAMING'AT ADJOINING'PANEL'EDGES'SHALL BE 3' ON CENTER NOMINAL OR WIDER ' AND.NAILS SHALLBE STA66ERFD WHERE NAILS ARE:20.'ON CENTER. %5:.': t: FRAMING:;AT::AI7JOINING: PANEG'EDGE5.5HALL: BE 3'.:ON CENTER NOMINAL OR.WIDER -AND ;NAILS.:SHALL .BE'.STA&6ERED;HI--lOd..NAILS:.ARE:SPACED.3:.OR:LESS:ON'CENTER .. SHEAR N ArLL SCHEDULE A ❑D-stanford leonhard architects 0 Q 73-350 EI Paseo Palm Desert. Ca. 92260 .(760) 776-8478 li 2x SHEAR BLKG. 12 16d BETWEEN . 48" MIN LAP—TYP JOIST OR OOBL PLU.N.O. ' PLANRFTR PER PLAN �— HEADER MAY BE USED AS LOWER TOP P Ali A35 0 EXT (3)16d REQ'D BY OPENING HT. OPENINGS 44 TO 8' SPAN 4x10 TO 12' SPAN 4xI2 TO 16' SPAN (LIKE SIZE IN 2x6 FRAMING) U.N.O. HEADER (3)16d TRIM STUD OR ' PER PLAN POST IF NOTED 16d A35 012" DBL FULL HT STUDS TYP 16d U.N.O. SINGLE FULL HT 012„ STUD''0ANT:,OPNGS . TRIM STUD ..Up TO' 8'-0" NGLE PIECE Ps L ® ;WINDOW SILL ' ASS TdS ' i STUD AALL 'AND HEADER FRAM I NG .A ' 16d TO MATCH PLY NAIL SPACING do 12" MIN EN EN . ' 16d 0 17." oc TN WALL EN PER SW SCHED LY SHTG ' EN" 0C>-.16d TYP f HOLDOWN (HD) TUD WALL Y.SHTG PLAN VIEW OF STUD WALL ' ALL INTERSEGTION5 g OO stonford leonh.ard architects ' OO 73=3500 Paseo:Polm Desert, Co. 92260 (760) 776-8478' S1.3010 STC CUP O 4' oc ' (EA SIDE O BM) PLY SHTNG ' TRUCT FRMG —a STRIPPING— NAIL TO TUD WALL W/ STRIPPING PERPENDICULAR W/O STRIPPING STC CUP 0'.4'oc 160 O EA PLY SHTNG ROOF EN TO BLK PIECE STRIPPING UCT FRMC ' ---'2x STRIP PIN .TO JSTS 2xMGO4'oc ' IUD WALL W/ STRIPPING =PARALLEL= W/O STRIPPING r NOWBEARN& STUD NALL BRAG I N(5 I-A- DOLFRMG MEMBERS ES OPNG WHERE FRMG IS INTERUPTEO U.N.O. ' 1 2x FLAT BIKG N U.N.O. PLAN MATCH TYP. FRMG W/ HGR EE (U.N.O.) 1 ' I. HGR — ROOF PEN TO MEMBER EDGE OF OPENING 'O FOR LENGTH OF STRAP — HOLE I N 01 APHRAM Oil SMEAR NALL � . - .. 3.010 CIE]stanford leonhard architects... 0 0 73=350 Q Paseo Polm"OeserL Co. 92260 (760) 776=8478 ' SL3011 . I ' l NOTES: 1. RUN LONG DIMENSION OF PLYWOOD SHEETS ACROSS (PERPENDICULAR TO) JOIST OR TRUSSES. 2. STAGGER PLYWOOD END JOIST (2'-0" MIN.) AS SHOWN. 3. NAILING SHALL BE AS FOLLOWS WITH 10d NAILS, UNLESS NOTED OTHERWISE: BOUNDARY -6" O.C. at ROOF PERIMETER, PLATE •LINES, CHORDS, .STRUTS, .& AS CALLED FOR ON PLANS. EDGE -6" O.C. at ALL BEARING ENDS OF EACH PLYWOOD SHEET. t FIELD= 12" O.C. at ALL INTERMEDIATE: BEARINGS. 4.:. ALL NAILS SHALL HAVE k,WINIMUM EDGE• DISTANCE OF (3/8"). 5. ALL JOIST & TRUSSES SHALL BE LAID 'OUT IN A 4'—.0 MODULE TO COINCIDE WITH PLYWOOD PATTERN. 6. .NAILING SHALL BE•INSPECTED PRIOR TO .COVERING. 10" AT FLOORS UNBLOOKED D -IAP RAM OO stanford leonhord architects El Cl 73=350•EI Paseo Palm Desert,'Ca. 92260 (760) 776-8478 0 3.011 SL3012 -1 BOUNDARY 12'-0" MIN. SHEET WIDTH. -f (TYP.) 2 x 4 FLAT BLK'G W/ SIMPSON Z CUPS (TYP.) TRUSSES OR JOISTS _SGE OF PLYWOOD HEETS INTERMEDIATE BEARING (FIELD). 4PLYWOOD�PER PLAN NOTES: 1. RUN LONG DIMENSION' OF PLYWOOD SHEETS ACROSS (PERPENDICULAR TO) JOIST OR TRUSSES. 2. STAGGER PLYWOOD END JOIST (2'-0" MIN.) AS SHOWN. 3. NAILING SHALL BE AS FOLLOWS WITH 1.0d NAILS, UNLESS NOTED OTHERWISE BOUNDARY -6 O.C. at ROOF PERIMETER, PLATE LINES;; CHORDS, -STRUTS; & AS CALLED . FOR ON PLANS. EDGE- 6" O.C. at ALL BEARING ENDS & EDGES OF EACH PLYWOOD SHEET. • FIELD— 12" O.C. at ALL INTERMEDIATE:;iBEARINGS. 4. ' ALL NAILS SHALL 14AVE A'MINIMUM'iEDGE`'DISTANCE OF (3/8").- 5. ALL JOIST & TRUSSES SHALL BE LAID OUT IN A 4'-0"; MODULE .TO COINCIDE WITH PLYWOOD PATTERN.. 6. NAILING SHALL BE INSPECTED PRIOR TO COVERING. • 10" AT FLOORS BLOOKEP PIAPHRAM O� stanford Leonhard architects ❑ Q 73-350 El'•Poseo PaIriVIDesert. Co. 92260 (760) 776-8478 0 3.012 SM/3 _XTEND PLYWOOD AS NDICATED ON SECTIONS Sc DETAILS. TOP PLATES J. (TYP.) 3 x BLK'G at UNSUPPORTED EDGES. PROVIDE WOOD POST at HOLDOWN:ANCHORS. .(TYP.) :.EDGE :'NAILING. (TYP.) FIELD NAILING. 2 x BLK'G at OPENING. EDGE NAIL ALL SIDES OF OPENING. OPENING, WHERE OCCURS HOLDOWN, WHERE CALLED FOR ON PLANS. It EDGE NAILING at SILL Jq �q u NOTES: kPLATES. 1. ALL NAILS SHALL HAVE .A MINIMUM 3/8". EDGE DISTANCE. 2. PROVIDE 2 x STUDS & BLOCKING AT. ALL PLYWOOD JOINTS, UNLESS<NOTED:.OTHERWISE. 3.:. EDGE NAIL`PLYWOOD .TO.ALL .4x` -OR °:LARGER POST OR COLUMNS. 4. LONG DIRECTION OF PLYWOOD'. SHEETS'TO"RUN PARALLEL TO STUDS, UNLESS.AN ALTERNATE PROPOSAL IS SUBMITTED TO & APPROVED BY THE ARCHITECT. 5. REFER TO THE SHEAR WALL SCHEDULE IN THE 'DETAIL BOOK FOR ADDITIONAL NOTES, SHEAR WALL MAKE UP, AND ANCHOR BOLT SPACING. SMEAR MALL ❑❑ stanford leonhard architects ❑ 0 73-350 E] Paseo 'Palm Desert; Co. 92260 (760) 776-8478 U 1 3.013 S M14 L/3 MIN 0 MIN r L/2 MAX 3D MAX "14 MAX 0 MIN o Iv o - r Q MEMBER k HOLE JOIST OR BEAM r o D -DEPTH OF JOIST OR BEAM ' O'-S7U0 WIDTH L -CLEAR SPAN , r 0'/3 MAX I NOTE: D0',NOT. NOTCH :OR .DRSLL ' ' :,STUDS AND:JSTS VATHIN D. D' OR D OF KNOTS IN WOOD r HOLE* 's IN STUDS' -JOISTS -BEAMS A (TYP.) 16d at W D.C. ri (TYP.) 20-16d EA. SIDE OF SPLICE at r O.Q MIN. SPAQNG STAGGER EA. r SIDE OF PLATES. C-0" MM. LAP r r ' (TYP.) 2-2z TOP PLATES r STUD OR MULUON.BELOW EA. SPLICE (TYP.). TYP I GAL DOUBLE TOP PLATE SPLICE � r 3.014 DO stonford leonhord architects 0 0 73-350 O Paseo: Palm Uesert. - Co. 92260 (760) 776-8478 SUM 1 i n u t t t t H6T PER PLAN E.N. SHEATH PER SHEAR WALL TYPE QA FROM TOP PLATE TO TOP .OF PARAPET. TYPICAL AT EXTERIOR B.N. �— (5) 8d EA. END VERT. A. 2x8 BLOCK WITH E.N. 2x4 BLOCK WITH (5) I6d EACH BLOCK E.N. NO PLYWOOD .JOINT E.N. \ / ` 5HEAR : WAL' L• PER PLAN ;WHERE BEAM PER PLAN X WHERE OCCURS / \ OCCURS. REFER TO FRAMING NOTES 14 6 21 ON SHEET 52.0 FRAM I N& DETAIL HOT PER PLAN 2x4 WALL AT 16" O.G. :- B.N. H25 EACH STUD SHEATH PER SHEAR WALL TYPE Q FROM'TOP;°PLATE TO TOP: OF. •.-PARAPET. -NTYPICAL<-AT EXTERIOR 2x TRUSS WITH B.N. Ibd AT 6" O.G. -10d AT 6" O.G. E.N. E.N. SHEAR WALL PER PLAN:WHERE OC.f.UR5. REFER TO FRAMING NOTES 14 4 21 ON SHEET"52.0 1=1;zAM I NG DE -TAIL SCALE 1'.11-01 3.0 ❑❑ stonford deonhard architects 0 ❑ 73-350 EI Paseo Palm Desert. Ca. 92260 (760) 776-8478 I I I I I I i I I I I I I I 1 i 1 r t t s i A 1 1 r BEAM PER PLAN BEAM SPLICE 14, --'—.AT A.I - ---- ---- ----- ---- - -M! MII 11I MST&O CENTER ON END OF WALL SHEAR WALL PLAN WHERE OGGUtZS } FRAMN& & DETAIL. A BEAM PER PLAN III All 1111 1111 1111 MST6O CENTER ON END OF WALL SHEAR WALL. PER PLANS r FRAM I N6 PETA I L. E3 3.3 00 stanford leonhard architects 0 0 73-350 EI Paseo Palm Desert. Co. 92260 (760) 776-8478 HGT PER 2x BLOCK WITH PLAN (5) 16d EA SLK B.N. 1 • BEAM PER PLAN 1 LU212 HANGER ' 2x TRUSS AT 24" O.G. l FRAM -IN& DETAIL � 1 HUG65 INVERTED . I ¢ M5TAD PULLY.'.NAIL FRAM I NO PET. AIL � 'Alml, 3.6 ❑❑ stanford leonhard .architects El 0 .•73.350 4 .Paseo Palm Desert, .Ca. 92260. (760) 77678478 •HGT PER 2x PLATED BEARING SEAT PLAN FABRICATED IN TRU55 2x BLOCK WITH (1) A55 EA BLOCK 1 B.N. B.N. } CONT FRAMING DETAIL e2x BLOCK WITH 2xb PLATES WITH (3) 16d EA BLK Ibd AT 6" O.G. 1 B.N. BEAM .PER PLAN 2x10 AT 24" O.G. . U21O . HANGER i 1Q FRAM I NG PETA I L . 3.7 DO stanford leonhard architects '0 0 73-350 EI Paseo Palm Desert. Co. 92260 (760) 776-8478 L u 'I HGT PER 2x PLATED BEARING SEAT PLAN FABRICATED IN TRU55 2x BLOCK WITH (1) A55 EA BLOCK B.N. B.N. .. 2x4 5TUD5 AT I b" O.G. EDAM I N(5 E7ETA I L 2x4 5TUD5 AT Ib" O.G. 2xb PLATES WITH (2) Ibd AT I bd AT b" O.G.. ' EACH 2x10 t' 2x10 AT 24 O.C. ' 2x STUDS AT IW O.G. FRAM I N67 PETA I L. OO stanford leonhard architects 00 73-350 El Paseo Palm Desert, Co. 92260 (760).776-8478 H6T PER PLAN B.N. A55 AT EACH TRU55 2x4 WALL— (2) 16d AT - EAGH TRJ55 2x8 HORIZ BLOCK 2x TRU55E5 AT 24" O.G. . : B.N. FRAM I ICG PETAL L 2x PLATED BEARING 5EAT FABRICATED IN TRU55 2x BLOCK Uij 1 . `2X TRUS5 ` AT (5) 16d AT EACH END VERT E.N. 2x BLOCK WITH (5) 16d AT EACH :BLOCK E.N. ':. • E.N. SHEAR^:WALL: `:PER PLAN 1111 stanford leonhard architects ❑ ❑ 73-350 El Paseo Palm Desert, Co. 02260.. (760) 776-8478 11 ' BEAM PER PLAN B.N. � T b _ 2x6 WI H I d AT 4" O.G. IQU 1 RAt--1 I NO DETAIL_ � ' 2x TRIJ55 AT 24" O.G. B N SHEAR BLOCK PER B/5.15 1 SHEAR WALL PER PLAN --� FRAMING DETAIL. � scqz P•L-G, 3.10 O❑ stanford leonhard architects ❑ ❑ 73=-350 Q Paseo _Palm Desert. to. 92260 (760) 776-8478 11 ►DCIII PER uPd\ I� PLAN ,I li C �' 2x TRU55 AT. 24" O.G. DBL TRELLI5 TRU55 E.N. U66 HANGER. E.N. 4x6 FLAT— TOP AND BOTTOM PLYWOOD SHEAR WALL PER PLAN— NO STUCCO86-0" 5HEAR WALL 'OPTION Wr U66 HANGER : A35 AT. 24" O.G. FRA I N(S PETAL L A B.N. A35 AT '24". O.G. BEAM PER PLAN — . A35F • AT.:24" O.G. AT 5.1 FRANC I NIS DETAIL 2x' FILLER AT 16' O.G. Vii. 9'—I E.N. ' :'SHEAR?WALL PER ... —'PLAN AT' 5.1 SCALZ i• -i'-0' ❑❑ stanford leonhard architects Cl El 73='350 E7 'Paseo Palm Desert. Ca.^ 92260 , (760) 776-8478 0 1 E.N. H25 EACH STUD B.N. SHEATH PER SHEAR ' WALL TYPE Q—�� I bd AT b" O.G. E.N. E.N. 10'-I" B.N. Ibd AT C?" O.G. BEAM"'PER=PLAN FRAM I NC -7 FETA I L HGT PER E.N. >< PLAN ' CONNECTION PER DETAIL A43.O OJ B.N. B.N. : �2fi(b'�:i3LOCK;JNIT+1 E.N. ' SHEAR WALL PER PLAN FRAM I NO PETA 1 L � 3.12 .. 00 stanfor.d leonhard architects 1 Q ❑ 73-350, EI Paseo Palm Desert, • Ca. 92260 (760) 776-8478 II t 1 11 1 1 t 5 F P ;7nv�- ►v�L. PER PLAN FRAM i N6 DETAIL SCALE ❑O Stanford- leonhard architects 0 0 73 -350 -El Paseo Palm Desert. Co." 92260 (760) 776-8478 3.14 11 1 J WT PER MU PLAN E.N. (2) 16d AT E.N. SHEATH PER SHEAR � WALL TYPE Q 13'-I" E.N. FRAM I N& PETA I L BAY WIDTH In 3/8" GDX WITH 8d AT PERIMETER FRAM I N(5, PETA I L. ❑❑.stanford leonhard architects ❑ ❑ '73-- 350 Q Paseo Palm Desert. Ca.. 92260 (760) 776-8478 ♦ t ♦ t + t t t t t t t In 3/8" GDX WITH 8d AT PERIMETER FRAM I N(5, PETA I L. ❑❑.stanford leonhard architects ❑ ❑ '73-- 350 Q Paseo Palm Desert. Ca.. 92260 (760) 776-8478 Fi I I I I I I I I I I I I I I I I Bt -i per PLAN 1111 Jill 1111 it -- ------ ---- FULLY NAIL SHEAR WALL per PLAN FRAMING DETAIL 'J'A BEAM PER .2x4 BLOCK WITH PLAN U24 HANGER AT cV EACH END co (2) 16d U214 HANGER ON TRU* S U24 HANGER 2x4. BLOCK WITH U24 HANGER AT EAGFf END 2x4, AT 16° DETAIL SC.4LE 3.16 stonford leonhard architects D 0 73-350 El P .. a Palm De-sert Ca. '92260 (760) 776-8478 �I 11 1 11 u DOUBLE TRUSS (2x6 BOTTOM CHORD) Ubb HANGERS (TYPICAL) 4xb BLOCK FLAT TOP 6 BOTTOM FRAM I N6 1 -,)ETA I L. L 6xbxl/4 ANGLE WITH (3) 3/4°(V MB.. COUNTER SINK AND PLUG WHERE EXPOSED. CONCEAL ANGLE. IN FRAMING CAVITY � I I NOTEI NOTCH BEAM V BEYOND PERPENDICULAR BEAM "5 - FOR SOFFIT PLASTER .61-13 PER PLAN 1 : GLB PER PLAN FRAM I NO PETA I L SCALE ad ❑❑ stonford leonhard architects . ❑ 0 73-350 Q Paseo Palm Desert, Cc. 92260 .(760) 776-8478 SHEAR BLOCK PER DET. 5/5.15 B.N. HCGT PER PLAN . . .............. SHEAR BLOCK E.N. A35 AT EACH TRU55 8d AT b" O.G. 2x8 BLOCK SHEATH PER SHEAR B.N. WITH B.N. ` WALL TYPE.Q E.N. E.N.sm 2xb AT I b". O.G. E.N SHEAR WALL<; PER PLAN FRAM I N& DETAILI-A ❑❑"stonfor.d .leonhord .architects . 0 ❑ 73-350 EI Paseo Palm Desert, Ca. 92260 (760) 776-8478 SHEAR BLOCKING PER DET. B/3.15 — B.N. E.N. (1) A55 AT EACH BLOCK SHEATH PER SHEAR WALL TYPE Q-1 51/4" X Ib" PARALLAM CONT. 2x8_BLOCK WITH —� (3) Ibd PER BLK E.N. U214 HANGER E.N. bx5 HEADER E.N. EN. B.N. FRAM I N& DETAIL 1111 stonford leonhard architects Cl 0 73-350 d Paseo Palm Desert, Co. 92260 (760) 776-8478 H6T PER PLAN (1) Ibd EACH TRU55 (2) Ibd EACH TRU55 (1) A35 EA TRUSS r [II 11 11 1 7 IJP BEAM PE PLAN -Jrlx- M rxr,LL PER LIQ r 7..AN FRAMING DETAIL I IA SCALE 11011-0" S I/\ I Elll.s�tonford. Leonhard . architects .i� Q Q 73-=350 EY Paseo'Polm Desert, Ca. 92260 (760) 776-8478 (2) 16 AT 6' DBL TRIX HCGT PER 2X10 AT.. 16" O.G. RIPPED 1/4" PER FT FRAM I N& PETA I L SCALE 1'-1'-0' ❑❑ stonford leonhard architects ❑ ❑ 73-350 Q Paseo Palm Desert, Ca..92260 (760) 776-8478 0 5.22 !j HGT PER E.N. PLAN (2) Ibd • .. B.N. ' AT 6' O.G. B.N. B.N. DBL G.E. DBL 2x TR155 TRUS 5 . �— At. .2'4u, O.G. ' SHEATH PER SHEAR A55 AT 24" O.G. WALL TYPE E.N. E.N: ' (2) Ibd. EACH TRUSS .Ibd AT 6" O.G. B.N. 2x BLOCK ' E.N. VA E.N. 5/8" SHEATHING PER SHEAR WALL TYPE + E.N: . I60 AT 6" O.G. EACH PLATE 2x TRUE' S AT 24" O.G. STAGGERED :BEAM PER PLAN ' 2x4 'DROPS at 24" o% (2)- I6d >+ + ]Xr E.N. 8'-i" U24 MATCH COL. BEYOND FRAMIN I7IETAIL IA 3.23 OOstanford leonhard . architects ' ❑ 0 7.5. -350 -El Paseo Palm Desert.. Ca. • 92260 (760) 776-8478 I I I I I I I I I I I I I I I I HGT PER PLAN H2.5 EACH STUD B.N. 2x TRU55 AT 24" O.G. 2x4:5LOOK.YSlTH DOUBLE TRELLIS BEAM PER U24 HANGER AT TRU55 PLAN EACH END (2) I rod AL t 0214 .HANGER 2x4 AT 16" 0.0 'U28-2 .HANGER .. BEAM PER PLAN 8'-4" t U24 HANGER L 2x4 151-of L I NG I L4 A M(S�_ EACH END FLAT TRUSS.(2x6 CHORDS) U46 HANGER 5.N. 4x6 ' SLOPING TRU55 4x6 wb'-4" 8'-1" Mu 'U46 HANGER I RAMIN& DETAIL E3 1 ❑O stanford leonhard architects �,EOI 0 73-350 EI Paseo Palm Desert, Co. 92260 (760) 776-8478 E 2x5 BLOOKIN& 2x4 BLOOKIN6 2:2 &A. FLASHING LET INTO &LU LAM -SET BTM LE65 IN MASTIC, I FR,4MING DETAILJA 110'stonford leonhard'orchitects 0 El -73-350 El Paseo Palm Desert. Cu. 92260 (760) 776--8478 5.2(o B.N. HOT PER PLAN 2x6 M16K w/ (1) A35 EA. BLOCK 5 E.N. 2x6 at 24" o% B.N. 2x6 BLOCK w/ (1) A55 E BLOCK 16d at 6" o% ❑❑ stonford leonhord .or�-.hitects ❑ ❑ 73-350 EI Paseo Palm Desert, Co. 92260 (760) 776-8478 1 1 1 1 1 1 1 1 ¢ MST6O FULLY NAIL n C1 .... . 11111 fill NII H-11 1-1-11 BEAM PER PLAN UJ Li POST .PER PLAN FRAMING PETAIL MST60- FULLY NAI Af BEAM PER PLAN °POST PER :PLAN SHEAR WALL PER PLAN FRAM I N6 DETAIL � 3.28 [][]'Stanford leonhard architects ❑ ❑ 73-350 EI Paseo Palm Desert, Co. 92260 (760) 776-8478 t 1 Z- 2xb PLATES WITH =.4 ' I bd AT W O.G. HOT PER PLAN E.N. (2) I bd B.N. E.N. DBL G.E. TRUSS SHEATH PER SHEAR 4---- WALL TYPEA E.N. -FRAMI NO PETAL. DOUBLE : DRAG "7 WITH -B.N. FRAM I N& PETA I L. E3 SCALE �. ❑❑ stonford le.onhard architects ❑ 0 73-350 ,El Paseo Palm Desert, Ca. 92260 (760) 776-8478 DBL DRAG TRUE' S WITH B.N. FRAM I N6 - PETA I L. ❑❑ stanford -leonhard architects ❑ ❑ 73-350 El Paseo Palm Desert. Co. 92260 (760) 776-8478 SC.M-E 1'-1'-0' JA 3.30 ii t BEAM PER PLAN ' B.N. 2xb BLOCK WITH (5) D.N. Ibd R BK ' AT b" O.G. AT 24O.G. 1 _ U212 HANGER FRAM i N6 DETAIL FRAM I N6 DETAIL ,..,.-0. om 1111'stonford leonhard architects ❑ Cl 73-350 EI Paseo Palm Oesett, Ca. 92260 (760) 776-8478 1 �I rr r rr rr rr rr r■ rr rr rr rr rr rr r rr r� � rr rr I 4 ROOFING DETAILS SKYLIGHT I W -tii N - nl� cAAT ROOF DRAIN'* oo stonford leonhard architects 0 0 n -M %,df id- � 101 - bermuJo dog cc 7MI • (6M 360-4122 NEI AMG ZNE:c> Eqdt&,L 4.0 1. PARAPET oqeF, f eq Eyq. P6-4z'Elz;,' Ot ffWo -effl 16,-, CANT STRIP oa stanford leo'nha'rd architects* 77-699 v.df ;d, s!-- -101 • berm dines, co 92201 •(619) 360.4122 Exp, its. o��-/YYt L� - FASCIA rmD. , TD'S SEE DETAIL FOR' ADDITIONAL INFORMATION Id A IIG"Lpl� FLASHING oo stanford leonhard architects ❑ ❑ n-899 ,,.df rd.. sfe 101 - befm domes, co 92201 - (619) 26&4122 on 4.2 0 0 0 �V (CO m 0 C r m Specify 1-3/8" solid core or 20 -minute rated door with self - closer at separation wall between garage and residence. UBC Section 503(d)'Ex. 3. Two means of egress are required from dwelling. - UBC Section 3303(a). Provide a minimum separation between two required exits of 1/2 the overall diagonal dimension of the area served. UBC Section 3303(c). Exit.doors shall be.operable from the inside. without the ' use of a key, special knowledge, or effort. UBC Section 3304(c). Revolving, sliding, and overhead doors shall not.be used as required exits for areas having an occupant load of 10 or more. UBC Section 3304(h). All glazing.in hazardous locations as defined in UBC Section 5406(d) shall be tempered glass, including: a. swinging and sliding doors b. shower and tub enclosures, including exterior glazing C. glazing within 24" of doors and within 6Q" of walking surface d. glazing greater than 9 sq. ft. within 18" vertically or 36" horizontally of walking surface whose top edge is higher than 36" above the floor. Specify that all safety glazing shall conform to Part I of UBC Standard No. 54-2. Polished wire glass complying with Part II of UBC Standard No. 54-2 may be used in fire assemblies and in locations specified in UBC Section 5406(c) Items 6 and 7. UBC Section 5406(c). Specify glazing in doors, windows and panels forming shower and .bathtub enclosures (within 5'-0" of the floor) shall be safety type per UBC Standard No. 54-2. Glass and glazing subject to human. impact. shall -.:comply with UBC 5406. GENERAL NOTES, A- ' PAINTED COVE. -�-01 E Astanford Leonhard axchitect a 74-055 hwy 111 • potm desert. ca 92260• (619) 776-6478 . 1. Jambs shall be 2x4 (typ) unless otherwise required by adjacent wall condition or noted. 2. Dimensions are provided for bid purposes only All openings are to be field measured prior to fabercation. 3. All hardware to be.selected.by*owner or his repsenitive. 4. Provide and install threshold and weatherstripping in finish to match door hardware. 5. Pocket doors to have pull by "Builders Brass" flush pull t315 withJ36 #36 concealed edge pull.. in door, or. approved equal. Co. ALUMINUM fINAME: eLIC1N6 Gt.A�3S rD:D� 6M LL !t,& ^0 TFMHINC7r F --LY T L- REGdI EHE�J2.-- oc JWETITLE- 24 tz�uMcH�°,TIoN. �-T°�ILS GH�vN ^Me u� oNL`rNOT t-cf;;,' G`-�I f-ONE2 h`�Nu T�►ee DOOR GENERAL. NOTES - A PAINTED. COVE . oo stanford Leonhard architects 0 0 77-;K9 %%C r ,d � 101 - dxM Co 9MI.OM 36o�. OSize U Symbol. w h Face I Core I Details Frame I Glass Sill I Jamb I Jamb Head IType I Remarks 1 91-01, 8t -O" Door Garage 1 2 161-0"8'-0" Door Garage 1 4 31-011 8' - 0 " S.C. thshld. & w.s. 5 5 31-00 81 -ON Metal -Louver 4 6 3' -0" 81-0" Metal -Louver 4 7 31-0" 81-04' Masonite 3 8 5'- 0' 8'-0' Metal -Louver 4 9 6'-041 8' - 0 " Custom Wood 2 10 5'-0" 8'-0" Masonite 5 11 2'-8" 8'-0" Masonite 5 12 21-811 81-0" Masonite 5 13 2'-8" 8'-0" Masonite 5 14 31-0" 81-0" Masonite 5 15 2'-8" 8' - 0 " Masonite 5 16 21-6n 81-01' Masonite 5 17 2' - 8 " 81-0- Masonite 5 18 31-0- 8' - 0 " Masonite 5 19 2'-6" 8' - 0" Masonite 5 20 2'-6" 8'-0" Masonite 5 21 2' - 6 " 8'-0" Masonite 5 22 2'-6" 8' - 0 " Masonite 5 23 2'-6' 8'-0' - Masonite 5 24 12'-0" 8'-0" .54 SI. GI. Dr. 7 25 8'-0" 8'-0" .54 SI. GI. Dr. 7 26 14'-0" 8'-0" .54 SI. GI. Dr. 7 27 10'-0" 8'-0" .54 SI. GI. Dr. 7 28 6'-0" 8'=0" .54 SI. GI. Dr. 7 29 10'-0" 8'-0" .54 SI. GI. Dr. 7 30 V-0" 8'-0" .54 SI. GI. Dr. 7 Door Schedule Painted Cove deleted w/ self clsr. single Pair Pair Pair Pocket Pocket stanford leonhard architects 5.1 74-055 hwy 111 palm desert, ca. (619).776-8478 fax (619) 776-8477 U tiT'iM AT J�M� Mli DOOR TYPES - (/� A,= o o stanford leonhard architects 0 0 n' -K9 ware Oe -101 • bemudo aVv& co 9MI • c6M ,160,AM 5.3 1 1 DOORTYPES oo stanford leonhard architects ❑ ❑ n -M wolf is she 101 • bermudo dues, co 9MI • OM 36? -4m. / A: 5.4 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 Nair• iii'TAI IS 4RE- r--C-NfflRA _ I2,r--- NarT r=orQ scl IN6 WIN�zav MAN��AcTU1-,Q oR i``(�. RC-F-^� ;o ITLEQ+ RFt�U I.R"Ew-js cr" ING ALLHD W i NpuvyG. F1 11 n E� A11 glazing within 18 of finished floor SHALL BE FULLY TEMPERED as per UBC 5406(d) 2. Dimensions are provided for bid purposes only. All openings are to be field mesured prior to f abercation. 3. See TITLE 24 DOCUMENTATION for all glazing requirements. All glazing in hazardous locations as defined in UBC Section 5406(d) shall be tempered glass, including: a. swinging and sliding doors b. shower and tub enclosures, including exterior glazing c. glazing within 24" of doors and within 60" of walking surface d. glazing greater than 9 sq. ft. within 18" vertically or 36" horizontally of walking surface whose top edge is higher than 36" above the floor. Specify that all safety glazing shall conform to Part I of UBC Standard No. 54-2. Polished wire glass complying- with Part II Of UBC Standard No. 54-2 may be used in fire assemblies and in locations specified in UBC Section 5406(c) Items 6 and 7. UBC Section '5406 (c) . specify .glazing. in doors., windows and panels forming shower and bathtub enclosures (within 5'-0" of the floor) shall be safety type per UBC Standard No. 54-2. Glass and glazing subject to human impact: :shall comply with UBC 54.06. 1 r� WINDOW GENERAL NOTES PAINTED cOUE 20 stanford leonhard architects a 74-055 hwy 111 - palm desert, ca 92260 - OM 776-8478 OSize U Symbol w I h Face I Core I Details Frame I Glassy Sill I Jamb I Jambi Head ITypeI Remarks A 13'-0" 2'- 0 " .45 Alum. B 3'-0" 3'-0" .72 None GI. Blk C 2'-6" 5'-0." Alum. D 6'-6" 8'-0" .45 Alum. E 1'-6" 8'-0" .45 Alum. F 1'-6" 8'-0" .45 Alum. G 4'-6" 8'-0" .45 Alum. H 2'-0" 8'-0" .45 Alum. 1 5'-6" 6'-8" .53 Alum. J 2'-6" 6'-8" 1.1 Alum. K '2'-6" 6'-8" 1.19 Alum. L 5'- 6" 6'- 8 " .53 Alum. M 1'-0" 1'-0" .57 None GI. Blk N 1'-0" 1'-0" .57 None GI. Blk O 5'-4" 8'-0" .53 Alum. p 5'-4" 8'-0" .45 Alum. Q 5'- 0." 2'- 0 " .53 Alum. R 2'-0" 8'-0" .57 None GI. Blk S 5'- 6" 2'-0" .53 Alum. T 4'-8" 8'-0" Alum. U 1'-6" 8'-0" 1.19 Alum. Skylights AA 21-0" 4'-0" Alum. Dual dome BB 2'-0" 4'-0" Alum. Dual dome M 2'-0" 2'-0" Alum. Dual dome Clerestory DD 11'-0"3'-0" .45 Alum. EE 1.0'-6"3'-0" .45 Alum. FF 5'-4" 3'-0" .45 Alum. (B 10'-0"3'-0" .45' Alum. HH 5'-4" 3'-0" .45 Alum. Note:. All sliding glass windows to .have bug screens installed. M 2 1 5 2 2 2 2 2 3 2 2 3 1 1 2 2 3 1 3 2 2 2 2 2 2 2 Butt jt. Butt jt. 2 blk 2 blk Butt jt. Butt jt. Skylt. Skylt. Skylt. Window Schedule A Painted Cove stanford Leonhard architects 6.0 74-055 hwy 111 palm desert, ca. (619) 776-8478 fax (619)7-76-847-7 m 0 c r m CO Walls I Ceiling Number) Room I Floor I Base 1 1 1 2 1 3 1 4 1 Matl. I Ht. I Remarks 1 Foyer 9 16 21 21 21 21 41 8' 2 Great Room 9 -16 21 21 21 21 41 13' .3 Kitchen 9 16 21 21 21 21 41 10' 4 Breakfast 9 16 21 21 21 21 41 8' 5 Hall 9 16 21 21 21 21 41 10' 6 Master Bedroom 9 16 21 21 21 21 41 10' 7 Master Bath 9 16 21 21 21 , 21 41 8'-9' 8 Closet 1 9 16 21 21 21 21 41 9' 9 Closet 2 9 16 21 21 21 21 41 8' 10 Bedroom 2 9 16 21 2.1 21 21 41 10' 11 Bath 2 9 16 21 21 21 21 41 10' 12 Office 9 16 21 21 21 21 41 10' 13 Bath 3 9 16 21 21 21 21 41 8' 14 Powder 9 16 21 21 21 21 41 9' 15 Laundry 9 16 21 21 21 21 41 10' 16 Guest Room 9 16 21 21 21 21 41 10' 17 Guest Bath 9 16 21 21 21 21 41 8' 18 Guest Closet 9 16 21 21 21 21 41 $' 19 Mech 1 9 16 21 21 21 21 41 10' Type X 20 Mech 2 9 16 21 21 21 21. 41 10' Type X 21 Mech 3 9 16 21 21 21 21 Al 9' Type X 22 Garage 9 16 21 21 .21 21 41 9' Type X Finish Schedule I ]A Painted Cove MR stanford leorihard architects , 7.0 fm IR 74-055 hwy 111 palm desert, ca. (619) 776.8478 fax (619) 776-8477 10. COVE FLOORING 16. TO BE SELECTED BY 11. WOOD OWNER / INTERIOR DESIGNER 12. PLASTIC LAMINATE 13. CERAMIC TILE 14. NONE 15. GRANITE /MARBLE FLOOR 1. CONCRETE 6. wooD 2 SEALED CONCRETE 7.- PAVERS 3. CARPET 8. GRANITE l MARBLE 4. TILE 9. TO BE SELECTED 15Y 5 VINYL OWNER / INTERIOR DESIGNER 10. COVE FLOORING 16. TO BE SELECTED BY 11. WOOD OWNER / INTERIOR DESIGNER 12. PLASTIC LAMINATE 13. CERAMIC TILE 14. NONE 15. GRANITE /MARBLE FINISHES - A PAINTED COVE { a o stanford leonhard architects 11 ❑ n-Bw wctf id- Oe- 101 • berrrxxla dues w 92201 • OM 36a4M WALLS 20. 112 GYPSUM BOARD ' 29. GRANITE IMARBLE 21.. &T GYPSUM BOARD 30. STONE VENEER 22 * TYPE 'X' GYPSUM BOARD 31. WOOD PANELING 23. FINISH SMOOTH FOR PANT 32 TO BE SELECTED BY 24. TEXTURE FOR PAINT OWNER / 14TERIOR DESIGNER 25.-. 50 *GREEN BOARD' 26. EXTERIOR PLASTER 27. CERAMIC TILE 28. FINISH AND SEAL FOR WALLPAPER 3K 1%N i'a UuT14s7c��o/� �oo� r--s6l LLS ^V/ Mt CEILING 40. 112' GYPSUM BOARD 46. FINISH AND SEAL FOR 41. 518" GYPSUM BOARD WALLPAPER '42 TYPE'X' GYPSUM BOARD 47.. L r-& TEXTURE & PAINT 49. ACCOUSTICAL SPRAY 48. 44. WOOD SXMG 49. TO BE SELECTED BY 45. fffM SMOOTH FOR PAINT OWNER I INTERIOR DESIGNER FINISHES - A PAINTED COVE { a o stanford leonhard architects 11 ❑ n-Bw wctf id- Oe- 101 • berrrxxla dues w 92201 • OM 36a4M 13 8: ARCHITECTURAL DETAILS 4, f PtCALYL ,Na, 7j, M:Ak4-z� GRANITE -TOP/ .BASE CABINET. LY(� S1lM_-ToP fKf I A . GRANITE TOP/ BASE - CABINET 1 Nor I B DD stanford feonhard architects D D 77 -BW war ,d. sie'oil • bamudo dLrm m 9MI • c61M 36&4M_ c�1ut•Ig UPPER. CABINET HEAD HW I A UPPER CABINET LIGHT VALANCE lWf=l B o o stanford leonhard architects 8.1 ❑ ❑ T7-899 %,d( rd. ale 101 • berrrxx du -e& co 92201 • (619) 360.4m' 'IN064 � LT: F(�q. LIGHT VALANCE/ BASE CABINET' 8.2 as stanford {eonhard architects 0 a n -M %d(d- sle 101 • be� domes. co 97101 • (619) 360.4r22- m. 1 1 1 1 1 1. 1 1 1 1 1 1 1 1 Co ....THERMOSTAT -RECESS FINISH -ELEVATION as stanford leonha*rd architects 0 El 77-899%,df mL sla 101 - berm &rm co 9M] - (6M 16GArn* _PLAN MEDICINE CABINET I ELEVATION ff wC�)• [>�wi i=UU- ai( ra FL, CL AS ;I ' _l mol L� E-: MEDICINE CABINET pc:;,daLF,- -ej UL • ❑o stanford leonhard architects. ❑ ❑ TI -8W \,d(rd. ste 101 • besmWo dren, co 92201 • (619) 3644122 CoxG TIL '::?t 'IF 'F11 EELF eo/6-p sHE-LF A L �II�Est c f' F Mf;H 'C-izPs .SHOWER ELEVATION 1 A as stanford Ieonhdrd architects ❑ El 77-M %,dt id. sie 101 • berrnc dunes. co 92201 • (619) 360-4122 8.5 EM ZZIV C% (6[9) • [OZZ6 POzLM opn• 101 'aV -P► iP+ 66e•t[ p Cl sloGl!gojo paouuoal pioluols oo le1 9 9 V"_ 1 6132 4}J' '> V4A . 1 TUB PLATFORM 0 Tum LT.. Mid ate. MATE PAN.GL WPW. -FALL P:WM m,14- NTL. LEtIOf1i TUB PLATFORM. • oo stanford leonhard architects ❑ ❑ TJ -M wd1 id.. sle 101 • berrrxzio dines. ca 92201 • (619) 360.4122- I A 7 L FLOOR. GRILLE AT.'GLASS WALL HALF A 2x- S�u� �e� -3n ctrl GElLit� Uh{l3 �ffilt�NF-;e FLOOR GRILLE AT. INT. OR - EXT: WALL tKl B 8.8 a o stanford leonhard architects p ❑ n -M wal icL :k- 101 • bmxx:b ds -,e,, cc 9MI • {6M yam• C--5za:�C-i v,� FLOOR. GRILLE AT.'GLASS WALL HALF A 2x- S�u� �e� -3n ctrl GElLit� Uh{l3 �ffilt�NF-;e FLOOR GRILLE AT. INT. OR - EXT: WALL tKl B 8.8 a o stanford leonhard architects p ❑ n -M wal icL :k- 101 • bmxx:b ds -,e,, cc 9MI • {6M yam• .ZZIV-09C (6t9) • IOZz6 00DP�• 101 '�)P -w ,P'+ 66a -cc p p spajiuoao p oquoGI pioJUDIS 00 /17 i d�rrq l p�i� x CS- �� �/G SNAI 1HJIIANS N INSTALLATION K MORTAR- Use normal masonry mortar consisting of 3 parts masonry sand and 1 part masonry cement (or Type•S mortar). If no grout joints are used (stack/butt jointed) a latex or acrylic additive should be used to insure bond. INSTALLATION NEW CONSTRUCTION PLYWOOD, DETAILS: DETAIL GYPSUM BOARD & METALS APPROVALS: y' n 2xaSTUD IA PLrw000 . International Conference of Building:I �BUILDING PAPER 1I j i;f , ; WATERPROOF PAPER Officials -Report N6.1842 '.�1; METAL LATH tl�l1. i 3A METAL LATH City of Los Angeles -No. 23185 ,!,• - , ; SCRATCH COAT THIN FLAT SCRATCH COAT FHA -HUD -Materials Release No. 717A1,� BROWN COAT 1�- Southern Building Code Congress i�l,� — %'MORTAR : x -MORTAR (( Report No. 72119-76 �1: ��:�. lam— CORONA60 STONE CORONA00 $TONE OR BRICK OR BRICK Tests by independent laboratories have been performed on CORONADO wall veneers and floor tiles. Interior Alternate 1986 TCA Handbook #W243-86 W 8.10 00 stanford leonhard architects Q 74-055 hwy 111 palm desert, ca 92260 • (619j 776-8478 SBX BOX, RECESSED SAMPLE SPECIFICATION specify as: SOFTFORMS• Model NS8X+width. height b depth as manufactured by: Pincon Industries. Inc. 6AO9 Rhode Island Avenue Riverdale, Maryland 20777 (301) 927.1000 ' The formed steel unit shall be 20 gauge shoot metal and incorporate a continuous integral SOFTFORMS' fin (or surface contact to conventionally installed gypsum drywall. The formed unit shall be electroplated with zinc primer resulting in a corrosive resistant surface compatible with plaster, joint compounds and Interior finishes. Apply primers and paints as per manufacturers speciricatwns. I L.. 1 SPECIFY WIDTH I O O O SPECIFY Q HEIGHT ° 12- 00 O O I L.. 1 SPECIFY WIDTH I PLAN fj SPECIFY DEPTH SECTION SBX BOX (RECESSED) NO SCALE PLAN & SECTION EXAMPLE DETAIL For use w"h conventional metal stud comtruction and Vi' N W GPDW. 61/2" The SOX may be specified in any dimu dimension and useful as a recessed swuiJJconuor ol box. Holes in the back pe can be punched Q .0 G 0 a to meet your repuitements. Screws through the groo.ed Ens must ( r always engage with metal (cc vwill substructure to inure proper 1 O O O iruta0alion. INTERMEDIATE BLOCK FOR WIDER BOXES M1 Pt C. Ye" PLYWOi BLOCKS IN PLACE OF BACK UP BLOCKS SBX (61/2"x 41/a"x 2") + 21/2" STUD WALL NO SCALE PERSPECTIVE SoMorms• ortn"loru are ova� in standard lengths of B', 10' am 12', 2 til.'. All SOFrFORMS• exuusions are covered under U.S. Registered Patent No. 1.245.302. Additional design patents are pending for many of these e3arusions. All other Details, � Principles. Methods and Specification are the exclusive property of Pittcon Industries, Inc.Scftf%af For custom shapes. special sizes or further information, please contact our nearest representative. //--' PREFORMED AftchnEClURAI f-TRusrotaS Eon ORyW4U Coir C-rtoM 0 00 00 0 0 00 0 10000 0 0 0 0 0 0 0 PLAN fj SPECIFY DEPTH SECTION SBX BOX (RECESSED) NO SCALE PLAN & SECTION EXAMPLE DETAIL For use w"h conventional metal stud comtruction and Vi' N W GPDW. 61/2" The SOX may be specified in any dimu dimension and useful as a recessed swuiJJconuor ol box. Holes in the back pe can be punched Q .0 G 0 a to meet your repuitements. Screws through the groo.ed Ens must ( r always engage with metal (cc vwill substructure to inure proper 1 O O O iruta0alion. INTERMEDIATE BLOCK FOR WIDER BOXES M1 Pt C. Ye" PLYWOi BLOCKS IN PLACE OF BACK UP BLOCKS SBX (61/2"x 41/a"x 2") + 21/2" STUD WALL NO SCALE PERSPECTIVE SoMorms• ortn"loru are ova� in standard lengths of B', 10' am 12', 2 til.'. All SOFrFORMS• exuusions are covered under U.S. Registered Patent No. 1.245.302. Additional design patents are pending for many of these e3arusions. All other Details, � Principles. Methods and Specification are the exclusive property of Pittcon Industries, Inc.Scftf%af For custom shapes. special sizes or further information, please contact our nearest representative. //--' PREFORMED AftchnEClURAI f-TRusrotaS Eon ORyW4U Coir C-rtoM A cn C) m 0 c m CO 94 � •. � s�T �,ll a�{.��1�}G� citjLE-� i-��T�- a'i, � LL 2 AFf-= F? --R ueiff,�. FP---'YIF-e R;w�R 7DFcdL ffqL1IFM� �(Fort �• �Tt�i � LP.l1�tG�z-r� � �tCwoR. u�, G, ttcmEm f:z�ug AIL TFLEFI+-, :Jas To UTTT sH,"\LL t;m-,- IRST/.L E-0. IN E7 onL c RiC ..01ENERAL"NOTES':- PAINTED C'OVF- ❑ a stanford leonhard architects 0 O 77-8W wand.. sip- 101 • berr� des m 9M] • OM 36014M A, 9.0 �A•• , 110 v 3✓UmaL , GMET : Gr0UH0lHG TTm Maar flcF4z.+4° . - J&yP. 11C Y. `�+/E�THE:7-F QOOF.- G :G oUHD FELT. iKT�lTT- ,� rpT 110 V. '/:;z SW1TG'}iE7 } ��o v CUTLET f 4 TEL�laHONE ,L'Ct�. �'1�ouNT i,S iIO OMF-T UNLES5 .Nair �- 51N�L = 1'nOI.E SWITCH � i 1o3 3 • w�.Y swlTcll ' o ply Q r c�9�t= r,�... r�Uol���cEN j . Ll(;, Q. IN0*,NPff5 —NT LIGHT . � � RE�SSED �✓�LL W�Si�Ei`Z - - FLzcR ofl_-r W/ Sze covE:R RATE r-EclEts o uGHT VA— I Moor so siY�,OKE IOETECT0Iq-• I ICY 1Y/ E^j7 f! rR-y (�4cK • QST Fl" •. \/�R 1-1:t�F ` 1 E5A' Cr A.M Eq.� 60 To Mg4G! 3 �.1R Ctj,�3 � HR. As RE4 Sim 12 .P \4/^-L 5fnCt�FT LIGHT' :. -- - ---=_— f�.U01�ESGENT .TIDE • LENCTIi /\S r'Etz i"LAN p PUSH 6UTTON }fl . TELEMeic* SLE C ULF-T /SUNT rerq- Iio \1 ' INTrEFC)a`�\ s1'ST=-^ i 0 . "ILT• IN sre,* EJB - • • � . voLI.i,�E er�NTteoL � . .. . i p sc u AP - SU1Q� ' I HC/^�H FZDOS �,' T' LIGHT . . SGtUP� i7 C sSi=D I NC?',HPEsCZ�(T LJGIjT TiiE1�MC75TPT: . � • tDl=c'of�Tai� r'ix'tiJf� - _.. Lam/FM \U/rlM n.. 0j5L. Iz--7La sWUCH OQ I;;l •\A0LT LOJ/-Vol-TAGS RECSSSE10 LT. -� SU r -FACE •/VA,(:DUNTFD FLUOr,E CEN . SEl✓ rL�,q SIZE. • ; -�•. � �I�>✓•�ho11N-i� INC'-hNt7��1iT' _ . ELECTRICAL SYMBOLS A: PAINTED -COVE. as stanford leonhard architects 0 Cl 77-8W %,d(':d- s&e '01 • bemxxda dues, ca 9=1 • c6M -'GGA - - � � . '._..:4�i�NP sttQYlce.. "��,QMr' Silr3P�1NEL -. H�1,� � _RUN_.NHrjIv�L �.NEtljic°,L: �s . bo�D To Klx- -RON G Rr> .To 6ieo(rN�. this r (�0ri�) 7mx"� r�VC. coNPO IT w/ .3 •. 350 cbMLP IWIREL W/- CZROUNfa... rt � xl # a cor" IN ff i:�7. SERVICE & EGUIPT: GROUND A 9.3 � ❑ stanford Leonhard architects O ❑ n -M %,dr id- sle 101 • befmudo d re& ca 7mi • (619) yam El Ej M F-1 S 1 r i 1 . 1 1 1. Provide Night Set Back Thermostats to Each HVAC System. 2. HVAC Supply Plenums Shall be Externally Installed. 3. All Mechanical .Equipment Shall be Securely Fastened in Place per. UMC 4. For duct insulation see Title 24 Calcs sheet CF -1 R Certificate of Compliance. 5. All equipment clearances shall be per manufacturer's listings and as per code requirements ' 6. See Architectural Details Section 8 for thermostat and floor grille details. 1 1 HVAC General Notes /4 10.0 MEE stanford leonhard architects 74-055 hwy 111 palm desert, ca. (619) 776-8478 tax (619) 776-8477 MINST12ELLI (LOT 57 FOX RUN - LA QUINTA) ■ 09/10/98 COMPLIANCE REQUIREMENTS, ■ ZONAL CONTROL N O T REQUIRED G2303-50 G2303-100 ■ (2) 50 GAL. (E.F.- 0.83 /R.E.- 0.94) WATER HEATER with TIME and TEMP RECIRCULATION SYSTEM _ * ALL GLAZING PER DEFAULT TABLES G-4 and G-5 EXCEPT as FOLLOWS, U VALUE - 0.45 * FLTWD. 530T LOW E BRZ GL / FIXED (0.59 S.C.) U VALUE - 0.53 * FLTWD. 530T LOW E BRZ GL / SLIDING (0.59 S.C.) U VALUE - 0.54 * FLTWD. 3033 LOW E BRZ GL / SLIDING (0.59 S.C.) ■ ALL WALLS to RECEIVE 12-21 BATT INSULATION. 680 / 800 * ALL CEILING / ATTIC SPACES to RECEIVE 12-38 BATT INSULATION. LENNOX HEATING and AIR CONDITIONING EQUIPMENT Zone 1 Zone 2 Zone 3 Zone 4 Furnace : G2303-50 G2303-100 G2303-50 G2302-50 BTU Output : 40,000 80,000 40,000 40,000 A.F.U.E.: 80.8 80.1 80.8 80.7 Cooling Coil HS26-030 HS26-060 HS26-036 HS26-018 Condensor : C26-26FC C26-46FC C26-31FC C26-21FC C.F.M. (Min Req./Design) : 680 / 800 2705/2100(4) 596 / 1000 257 / 400 S.E.E.R.: 12.50 12.40 12.50 12.10 Thermostat L211407CS L211407CS L211407CS L211407CS NOTES I. PROVIDE SEPE12ATE ADDER for ELECTRONIC FILTRATION and HUMIDIFIER. Z ALL DUCTS SHALL be INSULATED (and LABELED) to ACHEIVE AN OVERALL 12 -VALUE - 4.2. EXCEPT ZONES I and 4 SHALL be INSULATED to ACHEIVE AN OVERALL R -VALUE - 6.0. 3. ALL BATHROOM EXHAUST FANS SHALL be 'GEMINI' ss500 or APPROVED EQUAL and SET for 150 C.F.M. MIN. or 5 A/C PR. HR. WHICHEVER Is GREATER. 4. ZONAL CONTROL NOT REQUIRED. ZONE 3 HAS BEEN OVERSIZED to SATISFY DIFFERENTIAL for ZONE 2 (10.000 BTUH). r r 1 THE WATER HEATER SHALL BE PROVIDED WITH A TEMPERATURE AND PRESSURE RELIEF VALVE AND THE DRAIN LINE SHALL EXTEND TO THE OUTSIDE PER UPC 2 THE WATER HEATER SHALL`BE SECURELY FASTENED IN PLACE TO PREVENT HORIZONTAL DISPLACEMENT PER UPC _ _' -..: AND UMC 3 HOT'MOPPED SHOWER PANS SHALL BE INSPECTED UPON COMPLETION OF HOT MOPPING AND SHALL BE,FILLED WITH WATER FOR INSPECTION. 4 CONDENSATE SHALL BE COLLECTED AND DISCHARGED TO AN APPROVED PLUMBING FIXTURE OR APPROVED DISPOSAL AREA. - j S DEVICES INSTALLED FOR THE PREVENTION OF BACKFLOW OR.BACK SIPHONAGE SHALL CONFORM TO UPC :ECTl0:i -C'3. ALL HOSE BIBBS SHALL BE PROVIDED WITH A BACKFLOW/ANTISIPHON VALVE. WHERE'ANY 2" VENT RUNS HORIZONTALLY THROUGH.WALL STUDS, THE. MINIMUM STUD SIZE OF 2" X 6" SHALL BE USED FOR THAT P..LUMBING WALL. 7 ALL MECHANICAL EQUIPMENT SHALL BE SECURELY FASTENED 'IN PLACE PER UMC RLUMBINC.:_NO_TE_S: a =® V. =Acorn' #8185 WASHING MACHINE•SHUT OFF VALVE IN RECESSED WALL BOX WITH HOT a COLD WATER HOSE 8188S TRAP IN WALL , I I 2- WASTE DOWN IN WALL 1I ,I• FLOOR BASHING {MACHINE CONNECTION A WATTS' COMBINATION PRESSURE d ..CLASS '8' DOUBLE WALL FLUE TEMPERATURE RELIEF VALVE �THRU ROOF WITH APPROVED FLUE CAP IMMERSION -TYPE AOUASTAT AT • .� MINIMUM 4'-O' FROM CIRCULATING PUMP • ;GATE VALVE:TYPICAL). - �UN(ON.(T.YP(CAL) . 'RUN.RELIEF DRAW TO,. 1. FLOOR SINK . 4-114' WIDE 14 GA. EARTHQUAKE 'BOLTED TO WA11 . • CHECK VALVE SECURELY ANCHOR•EAGH LEG �. TO FLOOR WrrH/8' ANCHOR- . I 186LTS d SHIELOS INTO CONCRETE. - • 9/4' DRA(N: ; .:WATER -HEATER .DETAIL B - •• • .. : •:11.1 a❑ stanford leonhard architects •n -8W %,d( Id- sle 101 • bemlcxio dunes. W M01 • (61M 360AM rESCUTCHEON TYPICAL AT. ALL PIPING THRU•FLOOR ' r i ' 4 ' �. HIGH MELT PITCH- PIPE 2, a A OAKUM (PACK TIGHT BETWEEN 10GA. METAL SLEEVE!. r PIPE AND SLEEVE)• ' PIPE THRU FLOOR DETAIL I LA r r _ 11.2 _ r • oo Stanford feonhard architects 0 E 77-699 %--df d- sfe. 101 • be%mdo mea cd 92201 -,(619) 360-4122 TITLE, 24 INSTALLATION COMPLIANCE 'FORMS I,] i Certificate of Compliance: Residential (Part 1 of 2) CF -1 R MINISTRELLI Residence at: 9/10/95 Project Title Date Lot 57 Fox Run * Painted Cove La Quinta Project Address Building Permit # C.M. Energy Consulting (760) 346-8014 Plan Check / Date Documentation Author Telephone Computer Performance 15 Field Check / Date Compliance Method (Package, Point System or Computer) Climate Zone Enforcement Agency Use Only GENERAL INFORMATION Total Conditioned Floor Area: 3,723 ft2 Building Type: (check one or more) ® Single Family Detached (SFD) ❑ Addition Alone ❑ Single Family Attached (SFA) ❑ Existing Building ❑ Multi -Family ❑ Existing Plus Addition Front Orientation: (South) 180 deg Number of Dwelling Units: 1.00 Floor Construction Type: Slab Floor BUILDING SHELL INSULATION FENESTRATION Shading Devices Fenestration Const. Fenes. Component Assembly Location/Comments Type U -Value (attic, to garage, typical, etc.) C/R-1 (R.38.2x .16) 0.029 Exterior Roof W-1 Wall (W.21.2x6.16) 0.059 Exterior Wall W-2 Wall (W.21.2x6.16) 0.057 Exterior Wall Slab on Grade 0.900 Exposed Slab w/R-0.0 Perimeter Insulation Slab on Grade 0.720 Covered Slab w/R-0.0 Perimeter Insulation C/R-2 (R.38.2x_.16) 0.026 Exterior Roof Solid Wood Door 0.387 Exterior Door FENESTRATION Shading Devices Fenestration Area Fenes. # Interior Exterior Overhang Side Fins Framing Orientation (SF) U-ValuePanes (roller blind, etc.) (shadescreen, etc.) Yes / No Yes / No Type Front (South) 46.7 0.53 .2 Standard Drape Standard Bug Screen ❑ X❑ ❑X❑ Metal Front (South) 16.7 1.19 1 Standard Drape None Specified ❑ X❑ ❑ Q Metal Front (South) 20.0 0.72 _2 None Specified None Specified ❑ X❑ ❑ X❑ None Right (East) 36.7 0.53 2 Standard Drape Standard Bug Screen❑ X❑ ❑ X❑ Metal Right _ (East) 16.7 1.19 1 Standard Drape None Specified❑ X❑ ❑ X❑ Metal Rear (North) 112.0 0.54 2 Standard Drape Standard Bug Screen X❑❑ ❑ X❑ Metal Skylight 22.0 0.80 2 None Specified None Specified❑ X❑ ❑ X❑ Metal Left (lest) 64.0 0.54 2 Standard Drape Standard Bug Screen❑ X❑ ❑ X❑ Metal Left (West) 12.0 1.19 1 Standard Drape None Specified❑ X❑ ❑ ❑X Metal Front (South) 37.3 1.19 1 Standard Drape None SpecifiedX❑ ❑ ❑ X❑ Metal THERMAL MASS Type/Covering Exposed Area Thickness (slab/tile, etc.) Yes / No (SF) (inches) Location / Description (kitchen, bath, etc.) Tile in Mortar ® ❑ 809 1.50 / Interior Mass Concrete. Heavyweight ® ❑ 609 4.00 / Slab on Grade Concrete. Heavyweight ❑ ❑X 2.914 4.00 / Slab on Grade ❑ ❑ EnemyRro 1.0 By EnergySoft User Number. 1086 Job Number. 9829.00 Pace: 1 of 3 Certificate of Compliance: Residential (Part 1 of 2) CF -1 R M I N I S T R E L L I Residence at: 9/10/95 Project Title Date Lot 57 Fox Run * Painted Cove La Quanta Project Address Building Permit # C.M. Energy Consulting (760) 346-8014 Plan Check / Date Documentation Author Telephone Computer Performance 15 Field Check / Date Compliance Method (Package, Point System or Computer) Climate Zone Enforcement Agency Use Only GENERAL INFORMATION Total Conditioned Floor Area: $,723 ft Building Type: (check one or more) ® Single Family Detached (SFD) ❑ Addition Alone ❑ Single Family Attached (SFA) ❑ Existing Building ❑ Multi -Family ❑ Existing Plus Addition Front Orientation: (South) 180 deg Number of Dwelling Units: 1.00 Floor Construction Type: Slab Floor BUILDING SHELL INSULATION ' Const. Component Assembly Location/Comments Type U -Value (attic, to garage, typical, etc.) FENESTRATION Shading Devices Fenestration Area Fenes. # Interior Exterior Overhang Side Fins Framing Orientation (SF) U-ValuePanes (roller blind, etc.) (shadescreen, etc.) Yes / No Yes / No Type Front (South) 100.0 0.54 2 Standard Drape Standard Bun Screen Q ❑ ❑ Q Metal Front (South) 106.7 0.45 2 Standard Drape None Specified Q ❑ ❑ Q Metal Right (East) 48.5 0.45 2 Standard Drape None Specified © ❑ ❑ ® Metal Right (East) 160.0 0.54 2 Standard Drape Standard Bug Screen Q ❑ ❑ 0 Metal Rear (North) 118.0 0.45 2 Standard Drape None Specified © ❑ ❑ Q Metal Left (West) 11.0 0.53 _2 Standard Drape Standard Bug Screen ❑ Q ❑ © Metal Left (West) 80.0 0.54 2 Standard Drape Standard Bug Screen 0 ❑ ❑ © Metal Right (East) 48.0 0.54 2 Standard Drape Standard Bug Screen❑ Q ❑ X❑ Metal Right (East) 9.0 0.72 2 None Specified None Specified ❑ X❑ ❑ 0 None ❑ ❑ ❑ ❑ THERMAL MASS Type/Covering Exposed Area Thickness (slab/tile, etc.) Yes / No (SF) (inches) Location / Description (kitchen, bath, etc.) E,1.Pro 1.0 By Ene Soft User Number. 1086 Job Number. 9829.00 Page: 2 of 3 Certificate of Compliance: Residential (Part 2 of 2) CF -1 R MINISTRELLI Residence at: 9/10/95 Project Title Date HVAC SYSTEMS Note: Input Hydronic data under Water Heating Systems. Distribution Heating Equipment Minimum Type and Duct or Type (furnace, heat Efficiency Location Piping Thermostat Location 1 pump, etc.) (AFUE/HSPF) (ducts/attic, etc.) R -Value Type Comments Fumarti- 0.808 Ducts in Attic 6.0 Setback 70NF 1 ONLY Fllmaf P 0.801 DucN in Attic 42 Sethark 70NF 9 ONLY 0.804 Ducts in Attic 42 Setback ZONE 3 ONLY Ftimarp _-__ 0.807 Ducts in Attic 6.0 Setback ZONE 4 ONLY ' Cooling Equipment Minimum Duct Type (air conditioner, Efficiency Location Duct Thermostat Location / heat pump, evap. cooling) (SEER) (attic, etc.) R -Value Type Comments ' Split Air Conditioner 12500 Ducts in Attic 8 n Sethark 70NF 1 MI Y Split Air C.nndiinner 12400 Ducts in Attic 49 SPthark 70NF 9 ONI Y Split Air Conditioner 12.500 Ducts in Attic 42 Sethack 70NF 3 ONLY F1 Split Air Condition .r 12.100 Ducts in Attic 6.0 S -tha k ZONE 4 ONLY WATER HEATING SYSTEMS Rated Tank Energy Fact. Standby Tank Insul. Water Heater Water Heater Distribution # in Input Cap. or Recovery Loss (%) R -Value System Name Type Type Syst. (Btu/hr) (gal) Efficiency or Pilot Int. Ext. Large [was Recrr Time&Temp 2 100,00-4 48 0 94 0.0097 16 0 -0-0- I 0 1 For small gas storage (rated input <= 75000 Btu/hr), electric resistance and heat pump water heaters, list energy factor. For large gas storage water heaters (rated input > 75000 Btu/hr), list Rated Input, Recovery Efficiency and Standby Loss. For instantaneous gas water heaters, list Rated Input, Pilot and Recovery Efficiency. SPECIAL FEATURES / REMARKS (Add extra sheets if necessary) Entry facing South —Flat Roof "' COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/Remarks section. Designer or Owner (per Business & Professions Code) ' Name: Title/Firm: STANFORD LEONHARD Address: ]LSMOTHlUrfiSeo. Suite 207 ' Palm Desert, CA 92260 Telephone: 760-776-8478 Lic. M ' (signature) (date) Enforcement Agency Name: Title/Firm: . Address: Telephone: Documentation Author Name: Christopher Mc Fadden Title/Firm: C.M. Enerqy Consultin Address: 73-929 Larrea, Suite Palm Desert, CA 92260 TeleDhone: 760 346-8014 (sign`a�) U (date) (signature) (date) EnergyPro 1.0 By EnergySoft User Number. 1086 Job Number. 9829.00 Page:3 of 3 INSTALLATION CERTIFICATE (Part 1 of 4) CF -6R 1 Site Address Permit Number ' An installation certificate is required to be posted at the building site or made available for all appropriate inspections. (The information provided on this form is required; however, use of this form to provide the information is optional.) After completion of final inspection, a copy must be provided to the building department (upon request) and the ' building owner at occupancy, per Section 10-103(b). HVAC SYSTEMS: Heating Equipment Equip. # of Efficiency Duct Duct or Heating Heating Type (pkg. CEC Certified Mfr Name Identical (AFUE, etc.) Location Piping Load Capacity heat pump] & Model Number Systems [>= CF -1 R Value] (attic, etc.) R -Value (Btu/hr) (Btu/hr) ' Cooling Equipment Equip. CEC Certified Compressor # of Efficiency Duct Cooling Type (pkg. Unit Mfr Name & Identical (SEER, etc.) Location Duct or Load heat pump] Model Number Systems [>= CF -1 R Va[ue] (attic, etc.) R -Value (Btu/hr) Coolin Capacll& (Btu/hr) I, the undersigned, verify that equipment listed above my signature (1) is the actual equipment installed; (2) is equivalent to or more efficient than that specified in the certificate of compliance (Form CF -1 R) submitted for compliance with the Energy Efficiency Standards for residential buildings; and (3) the.equipment meets or exceeds the appropriate requirements for manufactured.devices (from the Appliance Efficiency Regulations or Part 6), where applicable. Signature, Date Installing Subcontractor (Co. Name) OR General Contractor (Co. Name) OR Owner ' WATER HEATING SYSTEMS: CEC Certified Distribution If Recir- # of Rated* Tank Effi- External Heater Mfr Name Type Std, culation, Identical Input (kW Volume cienc * Standby* �) Loss Insulation ' Type & Model Number Point-o�-Use) Control Type Systems or Btu/hr) Gallons (EF, (°lo) R -Value • For small gas storage (rated input <=75,000 Btu/hr), electric resistance and heat pump water heaters, list Energy Factor. For large gas storage water heaters (rated input > 75,000 Btu/hr), list Recovery Efficiency, Standby Loss and Rated Input. For instantaneous gas water heaters, list Recovery Efficiency and Rated Input. Faucets & Shower Heads: All faucets & shower heads installed are certified to the Commission, pursuant to Title 24, Part 6, Subchapter 2, Section 111. I, the undersigned, verify that equipment listed above my signature (1) is the actual equipment installed; (2) is equivalent to or more efficient than that specified in the certificate of compliance (Form CF -1 R) submitted for compliance with the Energy Efficiency Standards for residential buildings; and (3) the equipment meets. or exceeds the appropriate requirements for manufactured devices (from the Appliance Efficiency Regulations or Part 6), where applicable. Signature, Date Installing Subcontractor (Co. Name) OR General Contractor (Co. Name) OR Owner EneWPro 1.0 By EnergySoft User Number. 1086 . Job Number. 9829.00 Page:1 of 4 Ll 1 INSTALLATION CERTIFICATE (Part 2 of 4) CF -6R Permit Number FENESTRATION / GLAZING: Manufactured Operator Products Site Built Products Type (e.g., Labelled Total fixed U -Value (<= # of Default Quantity Square Comments/ Manufacturer/Brand Name sliders CF -1 R value) Panes U -Values' (Optional) Feet Special Features GROUP LIKE PRODUCTS 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. Installed U -value must be less than or equal to value from CF -1 R. Alternatively, installed weighted average U -value for the total fenestration area is less than or equal to value from CF -1 R. I, the undersigned, verify that the fenestration/glazing listed above my signature (1) is the actual fenestration product installed; (2) is equivalent to or more efficient than that specified in the certificate of compliance (Form CF -1 R) submitted for compliance with the Energy Efficiency Standards for residential buildings; and (3) the product meets or exceeds the appropriate requirements for manufactured devices (from Part 6), where applicable. Item #$ Signature, Date Installing Subcontractor (Co. Name) (if applicable) OR General Contractor (Co. Name) OR Owner Item #s Signature, Date Installing Subcontractor (Co. Name) (if applicable) OR General Contractor (Co. Name) OR Owner ' Item (if applicable) Signature, Date Installing Subcontractor (Co. Name) OR General Contractor (Co. Name) OR Owner EnergyPro 1.0 By EnergySoft User Number. 1086 Job Number. 9829.00 Page: 2 of 4 INSTALLATION CERTIFICATE (Part 3 of 4) CF -6R The following is an explanation of many of the input values required on this form: HVAC SYSTEMS Heating Equipment Type must be one of the following: Furnace: Gas or oil -fired central furnace & space heater Boiler: Gas or oil -fired boiler PckgHeatPump Packaged central heat pump S litHeatPum Split central heat pump RoomHeatPump Room heat pump LrqPkqHeatPump Large packaged heat pump (65,000 Btu/hr output) Electric: Electric resistance heating (fixed HSPF = 3.413); radiant electric resistance fixed HSPF = 3.55 CombinedH dro: Reference water heater under water heating systems below ' CEC Certified Manufacturer Make & Model Number from applicable CEC approved appliance directory. V of Identical Systems" is for those systems with the same efficiency, duct location, duct R -value and capacity. Efficiency from applicable CEC approved appliance directory. Duct Location is attic, crawl space, CVC crawl space, conditioned space, unconditioned space (piping) or none. Duct or Piping R -value from Directory of Certified Insulation Materials and/or manufacturer's data. Heating/Cooling Load refer to CEC-approved load calculation procedure. ' Heating/Cooling Equipment Capacity from the applicable CEC approved appliance directory. Note: location elevations over 2,000 ft above sea level require a derating of output capacity (refer to manufacturer's literature). n 1 Cooling Equipment Type must be one of the following: S IitAirCond: Split sstem air conditioner Pck AirCond: Packaged air conditioner S litHeatPum Split system heat pump PckgHeatPum Packaged heat pump RoomHeatPump Room heat pump LrgPkgHeatPump Large packaged heat pump (>=65,000 Btu/hr output) RoomAirCond: Room air conditioner. Minimum SEER varies* Lr Pk AirCond: Large packaged air conditioner >=65,000 Btu/hr output) EvapDirect: Direct evaporative cooling system. For compliance calculation purposes, fixed values: SEER = 11.0; duct location = attic; duct insulation R -value = 4.2 Evapindirect: Indirect evaporative cooling system. For compliance calculation purposes, fixed values: SEER = 13.0; duct location = attic; duct insulation R -value = 4.2 *Refer to California Energy Commission (CEC) publication Appliance Efficiency Regulations, P400-92-029 Energ Pro 1.0 By Energ Soft User Number. 1086 Job Number. 9829.00 Page. of 4 Ll 11 INSTALLATION CERTIFICATE (Part 4 of 4) CF -6R The following is an explanation of many of the input values required on this form: WATER HEATING SYSTEMS Distribution Systems: Refer to Residential Manual for more details. Standard: Standard Operator Type; Pipe Insulation: Pipe Insulation on all 3/4 -inch pipes POU/HWR: Point of Use/Hot Water Recovery System Recirc/NoControl: Recirculation loop with no controls Recirc/Timer: Recirculation loop with a timer Recirc/Tem : Recirculation loop with temperature control Recirc/Time + Temp: Recirculation loop with a timer and temperature control Recirc/Demand: I Recirculation loop with demand control ' Water Heater Type Operator Type; Information Needed I Installed U -value must be less than or equal to value from CF -1 R Energy Factor Recovery Efficiency Standby Loss Rated Input is less than or equal to value from CF -1 R . Storage Gas, Oil or Electric Yes No No No ' Heat Pump Yes No No No Instantaneous Gas No Yes No No Instantaneous Electric Yes No No No Large Storage Gas No Yes Yes Yes ' Indirect Gas (Boiler) No Yes (AFUE) No Yes FENESTRATION / GLAZING Fenestration: Windows, sliding glass doors, french doors, skylights, garden windows, and any door with more than one square foot of glass Operator Type; Slider, hinged, fixed U -Value: Installed U -value must be less than or equal to value from CF -1 R OR " Installed weighted average U -value for the total fenestration area is less than or equal to value from CF -1 R . 1 ' COPY TO: Building Department Building Owner at Occupancy EnergyPro 1.0 By EnergySoft User Number. 1086 Job Number. 9829.00 Page: 4 of 4 'I Mandatory Measures Checklist: Residential MF -1 R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist Is Incorporated Into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere In the documents or on this checklist only. DESCRIPTION DESIGNER ENFORCEMENT Building Envelope Measures X •§ 150(a): Minimum R-19 ceiling insulation. § 150(b): Loose fill insulation manufacturer's labeled R -value. X '§ 150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). '§ 150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. §150(l): Slab edge insulation -water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 punch. X §118: Insulation specified or installed meets California Energy Commission quality standards. Indicate type and form. X §116-17: Fenestration Products, Exterior Doors and Infiltration/Exfiltration Controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. §150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. §150(f): Special infiltration barrier installed to comply with section 151 meets Commission quality standards. X §150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs. 1. Masonry and factory -built fireplaces have: 1. Closeable metal or glass door 2. Outside air intake with damper and control 3. Flue damper and control 2. No continuous burning gas pilots allowed. Space Conditioning, Water Heating and Plumbing System Measures X §110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. §150(h)1.: Heating Systems must meet the minimum heating capacity required by UBC Section 310.11. X §150(1): Setback thermostat on all applicable heating and/or cooling systems. X §1500): Pipe and Tank Insulation 1. Indirect hot water.tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater). 2. First five feet of pipes closest to water heater tank, non -recirculating systems, insulated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 55 degrees F insulated. 5. Piping insulated between heating source and indirect hot water tank. FX]'§150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with current UMC requirements; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems have back draft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. X §114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36' of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. X §115: Gas-fired central furnaces, pool heaters, spa heater or household cooking appliances have no continuously burning pilot light. (Exception: Non -electrical cooking appliance with pilot < 150 Btu/hr.) Li hting Measures X §150(k): 40 lumens/watt or greater for general lighting in kitchens and rooms with water closets; and reoessed ceiling fixtures are IC (insulation cover) approved. EnergyPro 1.0 By EnergySoft User Number. 1086 Job Number 9829.00 Page:1 of 1 .iEC-13-1999 12:34 PM YOUNG ENGINEERING i .ls YES ,l Young Engineering Services 47.159 Youngs Lena, Indio, CA 92201 • (760) 342-9214 • Civil 8 Structural Engineers • Architects • Surveying • Code Consulting • Building S Safety Services 760 342 6164 P.01 Telecopy Transmittal To: MINISTRELU FAX No: 324-9851 Attn: Tom Schuld Date: - 12/13/99 From: Marcell Project: Lot 57 Fox Run Phone No: 342-9214 W.O. No.: 9. Description of Document: Site Observation comments Comments: The following comments must be complied with in order for inspection approyal from La Quinta's Building & Safety Department. Original to be Mailed This Material Sent: El IJ Other fl Copies: Zed � ❑ Yes ❑ No Your Files ❑ Your Review At Your Request ❑ Please Call Upon Receipt El q Total Number of Pages (Including this Transmittal): 2 Note: Please call and ask for telecopier operator if you did not receive the total number of pages or cannot read the pages transmitted. Thank you. TELECOPI ERS Indio (760) 342-6164 CWE7b 5/96 12-13-99 13:44 TO:PAINTED COVE I.61 FROM:760 342 6164 P01 y r>EC-13-19.99 12:35 PM YOUNG ENGINEERING 760 342 6164 P.02 D12A-winlG _.. ,p,vp con�HfE�Jr" t3rt- - Yr I i ,A/ /vcG -Z) f, !3/3'32. o� 5W *_Z. _ (ReFC�P- .77D.. -..P6 15.3, J) i ._. �'7• �nrT�h�7a�. 'Ta . e/E-�21�' �'1�7"7-�- �.rn'-' �9�or+2 �X �0 3GK�G iii ..._... .... .......... .. ... $GOG,C�Nb ... j�r� .-�+1� �r'�C��/�. !N . l�--T�/L r`}�3i_'1Z !%% /3� •�--%--- - ' 12-13-99 1'3:44 TO:PATMTED COVE LQ FROM:766 34.2 6164 P92