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9709-086 (SFD)F- r t� t� rc LO r; LU a Z I-- 0 o J V LU LU I— a to Z C•7 Lt7 CV ON U °' IL Q T Q O LL O J Q ED li 0) ,'I- Z_ ob 0 Q J ti -� LICENSED CONTRACTOR DECLARATION I hereby affRm-under?penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with 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 /7�i21�1 i �t. � i 1l301�i9 ate' ,a0 3` { Signature of Contractor:: �- t � OWNER -BUILDER DEC 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 perf"rmance 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. 1' nJi .t .2ip:_91 G(Y i 0915995 (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 su•lect to the workers' compensation provisions of Section -3700 of the Labor ode, I shall forthw'th comply with those provisions.,:{ -•� } N'- Ix vbate: li `l i �1t t% tApplicant �a' :- Warning: Failure to secure Workers' shall subject an employer to criminal I addition to the cost of compensation, of the Labor Code, interest and attorn ipehsation coverage is unlawful and IItties and civil fines up to $100,000, in ages as provided for in Section 3706 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 const,ruction, and hereby authorize representatives of this City to enter upon thabove-mentioned property-forinspection-purposesa / /,'gnature (Owner/Agent),"Date l�f i 1 — ' BUILDING PERMIT PERMIT I/ CONTROLk 9it39dl?3b DATE 12i3j) 97 VALUATION 5302+3(p%10 LOT 11(, TRACT rG5 ;/ JOB SITE ADDRESS 49-3t�;�. %,FN1, DA FL N[DO APN OWNER CONTRACTOR / DESIGNER / ENGINEER t"iGORG INA C;LARKE I.ti1�rfC; C(?1:ti"lI1.T3'1<If`r `13.12 V1��'t:� . - k'0210X .11390 51273 CALL.E Qum Ltd QUINTA CA 92253 LA. (;1U3I+ -A. CA. 92:53 (760)771w23R4 081.4 41989 USE OF PERMIT . �[i{yy.�•7��� � yy�� �� �� ii����//�'•a����?r �y 9.9. !S, �7 � � t Fix) �^�,,. ifA•►f •" i�til\LY,II t.* iJ4'tS.�j lw� l ;,�C✓.w�r';/.tom l,�J.tdac'�ti1':. Y!%'1.i..t�t�S �.J.`6 �S.rV14. .. � CUISTG1N:1'C7RNISIrii.iC1ION U.CtO i DEC 3 0 1997 i'ORCHA%Y11110 3 1 S.0 '81: GA Ariks0AR?• ORT y:crTY0 LAQUINTAI " p�.,n�A��IY�•9,1uYJ'dv PERAU. � 1, CE S,J.i L�i`�Mt9 RY C110,N1i'I:KUCTr0N':t EE iof;-000.4).81 006 63.350.00 EL C:TIU A1, KL0" :10i­1�220_000 i�1.U1vIi31',It� F.Ii� • 11} A'-000-�1.1 �'-f3�) :� I,��.:�Gt XTRO;IG _M0110 f i- Etj sly It),1-W.W-2.41-gid ORr^01NO I7.1131i Iz�:iCAS.i`[ UM'UR.1MEW 22'5-0* -443-342 K600 00 ART 1N-PU1 LIC RI,AC04-1•tfrsir. 701-(1( .2:65-0o0 S50S.77 SUII-TOTAL CONSIRICBONAND.PL,F'1NCH.XK a S9_V7.:*,R LESS PRE -PAID FEES -$250.00 '�'MAf". �.i±.�l`+?1't� �EF,,S ODI)"�:'P3Ca�V �C��257,2K RECEIPT DATE By DATE FINALED INSPECTOR ti INSPECTION RECORD OPERATION DATE INSPECTOR OPERATION DATE INSPECTOR BUILDING APPROVALS MECHANICAL APPROVALS Set Backs Underground Ducts Forms & Footings Ducts Slab Grade _ _ Return Air Steel Roof Deck _� _AI Combustion Air Exhaust Fans O.K. Wrap ��/4�� F.A.U. m Framing / / Compressor Insulation Vents Fireplace P. Grills Fireplace T.O. Fans 8 Controls Party Wall Insulation Condensate Lines Party Wall Firewall Exterior Lath Drywall - Int. Lath Final Final POOLS - SPAS BLOCKWALL APPROV LS steel Set Backs Electric Bond Footings Main Drain Bond Beam Approval to Cover Equipment Location Underground Electric Underground Plbg. Test Final Gas Piping PLUMBING. APPROVALV Gas Test Waste Lines �I� Electric Final Heater Final Water Piping Plumbing Final Plumbing Top Out Equipment Enclosure Shower Pans O.K. for Finish Plaster Sewer Lateral Pool Cover Sewer Connection Encapsulation Gas Piping Gas Test Appliances r !i �10*1 ������ 27 777 Final COMMENTS: Final Utility Notice (Gas) m ELECTRICAL APPROVALS Rr Temp. Power Pole Underground Conduit y Rough Wiring Low Voltage Wiring Fixtures Main Service Sub Panels Exterior Receptacles G. F.I. Smoke Detectors Temp. Use of Power c t Ft t iNotice (Perm) Desert Sands Unified School District Notice: 82-879 Highway 111 01 922 Document Cannot Be Duplicated Indio, C619 -77A A 922 CERTIFICATE OF COMPLIANCE Date 12/30/97 No. 16448 Owner NameGeorgina Clarke No. 49-305 Street Avenida El Nido City La Quinta Tract # Lot # APN # 631-341-017-2 Jurisdiction Palm Desert Permit # Log # Zip 92253 Study Area Square Footage 3560 Type of Development Single Family Residence No. of Units 1 Comments 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: EXEMPTION NOT APPLICABLE This certifies that school facility fees imposed pursuant to Government Code 53080 in the amount of 1.84 X 3,560 or $ 6,550.40 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 Cashier's Check/Bank of America Telephone Name on the check By Dr. Doris Wilson Superintendent Fee collected /exempted by Ellen Patino Signature V L Payment Received `$6 550.40, Check No. 2006450628 0 JOTICE: Pursuant of Assembly Bill 3081 (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 ibove will begin to run from the date 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 .,tact them on the District('s)(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 AFI 431-34i-oi� Svfevt-D 8E ADOu-E;s5EP A5 ii - 30-�;- Ave. Lt- I11po �&tZ. OL79- A55zv5=:5 t�aOr- 14rJ� LOGk T, MATC at+Jwi clZ- ntDDP� 55 �� PI►�o*�� IJJKLi�R-- ce4 _�o Cl -050 0 4Q a4a 9 P.O. BOX 1504 APPLICATION ONLY Building CALLS O ��QAddress 4 4 J2,�k�i�H/1UINTA, CALIFORNIA 92253 Owner . Mailing ' ' BUILDING: TYPE -CONST. OCC. GRP. AddressQ • (�/, w A.P. Number City �� Zip Tel. ELS �' al..A [liafi Niel I�atx.'�e1 L>Q t rllJl� �� –7 -?`1— Z3 � Legal Description q , � Contractor Project Description �lf:4 ' Address City Zip Tel. State Lic. City & Classif. Lic. # Sq. Ft.No. No. Dw. Arch., Engr., Size 3 Stories ' Units Designer �^ ��� NewL Add ❑ Alter ❑ Repair ❑ Demolition ❑ Address Tel. -V,v, x !� o -9.3qm/ City(� / „ (11,[ 1„t • Zip�2� State {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 1 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 thealleged 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 (E500). 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 t 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 irirprovements 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 fof the purpose of sale.) I II' 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 contractors) licensed pursuant to the Contractor's License Law.) 17 I am exempt under Sec. B. 8 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 F) 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 (S 100)t ualion 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' Compe*,ation Laws of California. 1 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 w, 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 I 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 applicant Date Mailing Address City, State, Zip PERMIT Plan Chk. Dep. Plan Chk. Bal. Const. Mech. Electrical Plumbing S.M.I. Grading Driveway Enc. Infrastructure TOTAL REMARKS AMOUNT ZONE: BY: Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line Side Street Setback from Center Line Side Setback from Property Line � A FINAL DATE INSPECTOR Issued by: Date Permit Validated by: - PAID Validation: SEP 19 1997 - WHITE = FINANCE YELLOW = APPLICANT PINK = BUILDING DIVISION CITY OF LA U31NTA La Quinta Golf Estates CommunityAwdadon P.O. Bax 162 La Quanta, Ca 92253 619/564-2177 December 11, 1997 Building & Safety Department CITY OF LA QUINTA P. 0. Box 1504 La Quinta CA 92253 RE: Lot No. 116 - Avenida E1 Nido New Construction/Residential Ms. Georgina C. Clarke Gentlemen: Please be advised that the Architectural Committee has just reviewed the plans prepared by D.O.D. Design group of single family residence for Ms. Georgina Clark. The Committee has determined that these plans are requirements setforth in our governing documents and have, this proposed construction. If you have any questions, please contact the Office. Sincerely, 'TOM KENNEDY Chairman TK/at in compliance with therefore, approved Al ASSESSOR'S PARCEL. NUMBER COUNTY OF RIVERSIDE HEALTH SERVICES AGENCY �3� _ �� _ 0/9- o;iL- DEPARTMENT OF ENVIRONMENTAL HEALTH r PERMIT APPLICATION FOR A SUBSURFACE SEWAGE DISPOSAL SYSTEM APPLICANT: Submit this form with four copies of a SCALED plot plan (1-20 SCALE) drawn to County specifications as indicated on the attached check list. A non-refundable filing fee is required when the application is submitted. Check must be made payable to the County of Riverside. Approval of this applica- tion (j9-"f""W 10.100002 21 shall remain valid for a period not.to exceed one year from date of payment. / 1238 $2214.( 6/71/ 1.4 OL1. LOG # 0% ,x,70 CNK `3►? 4 - C]i Agent, Contractor, Contact Person Addressn Ciry + State Zip `b"SkG4 J, �0 �X Ifit'D LA Telephone o� S � qZZS3 T 7 F Z.3ku Ow er Address City State Zip �S� U4OijI LC* Telephone Q �� fl r X 14Qo 4Z2�S Z Job Property Address 3a.r i E� �llt City LA Qu��l/ Zip ` 3 U ),a/WC(�A Lot Size ater Agen ell— IlAt�y Use of Permit, PIP, SUP, PUP, etc. a;v6 JAr.sa24(,c Legal Description �o, ll6 L A Qcr�;✓r� Gocf �s f #/ ,' W 2 s/-7jc{ ellin MH Site Prep., etc. 3DI M Signature of Applica r r -p �� 9 7) Date /J �y 7 CHECK BOX If�`REQO ED ❑ Holding Tan reements Completed ❑ Detailed Contour Plot Plans Required (i to 5 foot interval) ❑ Certification of Existing S.D. System Required ❑ Grading Handout Provided m ❑ WQCB Clearance Required ❑ Staff Specialist Lot Inspection Required Z 0 (Attach For DOH -SAN -007, Santa Ana Region Only ❑ Lot Inspection U❑ Soils Percolation Report Required W V) ❑ Special Feasibility Boring Report Required ❑ Date Lot Inspection Completed: Initials Remarks: . ❑ Maintenance Booklet Provided Initials Date ❑ Final Inspection by Department of Environmental Health is required. C/42 / Soils Percolation Boring Report by Lic/Project # Date L Soils Map Page Soil Type id,- Approved By Date No of Systems Tye of System(s) No. Dwelling Units ( 9 (1) Septic Tank Soil Rate G7ea.%e/Sand I 0 otding Tank O Replacement � New O Addition Bedrooms, FixtarewJr*g,,, y BOMt� 3%z OA'A'A(72q� - � Grease -I tEp Lint Trap O Existing [ al. •.0 l p' JET I. Sq. Ft. Area Total Linear Sidewall Allowance Peach Bed sq. ft. of Area ottom Boo rock/ sq. ft. running ft. Install Li s) ft. long ft. wide with Inlet Tested Depth`. ❑ NA min. inches roc bel. w d� rainIinas or \� U Proposed Bottom Tested Depth` Z Leach linesibed special design for slope: (3) Pit Diameter No. Pits Pit Below Inlet (BI) Seepage Pit Maximum Other: O Applicable' I Total Depth Allowable �Z O (�7 (�Deppth W N/A Overburde actor TD (J N Well Review Approved: Date: Well Drilling Permit # SIGNATURE Grading Plan Approved: Date: SIGNATURE , Sewer Verification Approved: Date: REMARKS: This application,A PROVED ENIEDaPer=the•categorychecked=in-SEPTI®N-- FOR OFFICE USE ONLY .above; regarding the es gn of a subsurface disposal system as indicated on the acompanied plot plan, using the requirements set forth in SECTION C above. A build- /u2 ,:P /i.(� D U ing permit is necessary for the installation of the above -designed system. No construc- Revenue code Fee $ tion is permitted In the required reserved 100% expansion area. (1) Septic Tank must be 1001 -minimum from any welIP00 If /�] / l/J � �5-Check ]"'� Lj A, (2) Leach lines must be 100' minimum from any wells, including expansion area.�L Date/ /'�/ Initial ( CEI p' ,✓0 (3) Sewer lines must be 50' minimum from any wells. .1/� / Z O(4) Seepagepit must be 150' minim/um from any wells, including expansion area. W U7 Signature of Health Official / Date DO -SAN 122 (Rev 9/93) Distribution: WHITE—Office File; YELLOW—Applicant; PINK—Bldg. Dept.; GOLULNROL—PlanS/Hecoras 10 'pel(snuoo f4jedold fo peleful eta ffl enRA W4 944 uo pein w XX A i $ kum� s 9r-cs�sr� .I :SI XVl :.ON I UBASNdti1 MMI1300 843 i 11 (8)91eP (SP6UM0 peualwepun e4l - L.i eiM,ot sued ease sc _ .9 3idQg0�dit .0)1 IM((1MI(i 1100 SQISzun r5ZZS axiej TSS SPACE cr RECAgpEp g use oNl assESSOMS PARCH NO.: L"O-Zi Ss era gned Gra r(s) deda&( k@ TAX IS: Mn'!.E ORDER NO.: 415457-16 $ 73-,70 County3"IS (139 ESCROW NO.: 17196-004 :. xx computed on the full value of the Interest of prc — computed on the full value !ass the value of liar; GRANT DEED remaining thereon at the time of sate ---- OR transfer is EKEMPT from tax for the foilel+ in t FOR A VALUABLE CONSIDERATION, recelpt of which I•s hereby acknowledged, David H.. Rose, a singe man hereby rRANT(S)•to CRORGINA C. CLARKE,. AN U� RR;ED W%ljk' all that real property situated in the city of LA UMTA Countyof Y 4 Riverside to of Califomta, described as: LOT 116 of La Quinta Golf Estatesl#1, as shown by Map on Fiie in Book 37 Pa 98 of maps in th office of the County recorder of said County Dated - Ogtober 16, 1997 David' H. Rose STATE OF 0ftd*04K OF � +• ':1 � ;-� s ^�.+ �3t:� tom± J� �r'�,.i #=. - If -JA ..r.�..-.._ `.7�t .. _... ..-. ........ �.._� SSi 1rC���' r•f.}h��is��,�'..51 �1",+t �fiil^�a�:;•�S'•~^�T r• ni�r,.`;�,n hti, j?s:h .fir xuii3'rf .+_ i$! ' to, i �•`,:,1 '"t.�;..l i>ifi?t�i.k :}.J ia "'ichil a57}':t�; toe✓:acut tial t;,+s ?�� ; W�' ,;':I;�si` V authorized es), and that by his/her/their signatures) cap eity(t on the Instrument the person(s), or the entity upon behalf of .,r. which the person(s) acted, executed the Instrument. WITNESS my nd and official seat Signature W -iMEEN F. WrESUER pft"""`W01 ICY � Oaf ' MAIL TAX STATEMENTS TO: ; SAME AS ABOVE- --- ' - _I CM TITLE 24 REPORT F6R:� D �IIESIGN 49 �ENIaDA EL`I3ID� �,• l`( -�� `?a QU A CALTF'OTtPYIg PROJEC ?,VSIGNER: REPORT PREPARED BY: JOAN D. HACKER INSU-FORM, INC. 68487 HIGHWAY 111, SUITE 56 CATHEDRAL CITY, CA 92264 (619) 324-0216 Job Number: Date: 4/13/1998 The COMPLY 24 computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential Building Energy Efficiency Standards. This program developed by Gabel Dodd Associates (510) 428-0803. Table Of Contents for Title 24 Report ------------------------------------- CoverPage.......................................................... 1 Tableof Contents .................................................... 2 Form CF -1R Certificate of Compliance: Residential ................... 3 Form MF -1R Mandatory Measures Checklist: Residential ................ 5 HVAC Zone & Space Loads Summary ..................................... 7 Form C -2R Computer Method Summary ................................... 10 Form P -2R Point System Summary ...................................... 13 CERTIFICATE OF COMPLIANCE: Residential (part 1 of 2) CF -1R page 3 of 13 --------------------------------------------------------------------------- Project Name: DOD DESIGN Date: 4/13/1998 Address: 49325 AVENIDA EL NIDO LA QUINTA, CALIFORNIA Building Permit No Designer: Checked by / Date Documentation: INSU-FORM, INC. COMPLY 24 User 2655 --------------------------------------------------------------------------- GENERAL INFORMATION Compliance Method: COMPLY 24 version 4.11 Climate Zone: 15 Conditioned Floor Area: 3916 sqft Building Type: Single,Fam Det Building Front Orientation: 90 deg (E) Number of Dwelling Units: 1 Floor Construction Type: Slab on Grade BUILDING SHELL INSULATION Component U -Value Location/Comments R-15 Wall (W.15.2x4.16) 0.081 WHOLE HOUSE Solid Wood Door 0.387 WHOLE HOUSE R-38 Roof(R.38.2x12.16) 0.028 WHOLE HOUSE Slab Perimeter w/R-0.0 0.900 WHOLE HOUSE Slab Perimeter w/R-0.0 0.720 WHOLE HOUSE FENESTRATION Shading Devices Frame Orient. Area U -Val Type Interior . Exterior OH SF Type --------- ----=- ----- Right (N) 6.0 0.72 ------ Double --------------- none --------------- none -- Y -- N ----- Metal Right (N) 31.5 0.87 Double none Standard Bug Scr Y N Metal Front (E) 13.0 0.72 Double none none Y N Metal Front (E) 4.0 0.72 Double none Standard Bug Scr N N Metal Front (E) 26.0 0.77 Double none none Y N Metal Front (E) 52.0 0.87 Double none Standard Bug Scr Y N Metal Left (S) 10.0 0.72 Double none none Y N Metal Back (W) 35.0 0.72 Double none none Y N Metal Back (W) 198.0 0.87 Double none Standard Bug Scr Y N Metal THERMAL MASS Area Thick Type Covering (sf) (in) Location/Description ----------------------------- ----- ----- ------------------------------ Concrete, Heavyweight Exposed 2931 3.50 Slab on Grade Concrete, Heavyweight Covered 985 3.50 Slab on Grade CERTIFICATE OF COMPLIANCE: Residential (part 2 of 2) CF -1R page 4 of 13 --------------------------------------------------------------------------- Project Name: DOD DESIGN Date: 4/13/1998 Documentation: INSU-FORM, INC. ICOMPLY 24 User 2655 --------------------------------------------------------------------------- HVAC SYSTEMS Minimum Distrib Type Duct TStat System Type Efficiency --------------------- and Location ---------------- RVal Type ---- ------ Location/Comments ----------------------- Furnace 0.800 AFUE Ducts in Attic 4.2 SetBck WHOLE HOUSE SpltAirCond10.000 SEER Ducts in Attic 4.2 SetBck Water No. Tank Ext. WATER HEATING SYSTEMS Heater in Energy Size Insul System Name Distribution Type Type Sys Factor (gal) R -Val ----------------------- Std Gas 50 gal or Less ------------------ Standard ------- StorGas --- ------ ----- 1 0.53 50.0 ----- 12.0 41:160 WATER HEATER EQUIPMENT DETAIL /Rec Rated Stdby Tank Pilot System Name System Type Eff Input Loss R -Val Light ----------------------- ----------- ---- ----- ----- ----- ----- Std Gas 50 gal or Less DomesticHW 0.780 40000 0.040 0.0 0 SPECIAL FEATURES/REMARKS COMPLIANCE STATEMENT This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 & 6 of the Califor- nia 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) Lic #: DOCUMENTATION AUTHOR JOAN D. HACKER INSU-FORM, INC. 68487 HIGHWAY 111, SUITE 56 CATHEDRAL CITY, CA 92264 (619) 324-0216 �:;A� V - qA&� A, 1 3 '�a (signature) (date) (si ature) (date) ENFORCEMENT AGENCY Name: Title: Agency: Telephone: (signature/stamp) (date) MANDATORY MEASURES CHECKLIST (part 1 of 2) MF -1R page 5 of 13 --------------------------------------------------------------------------- Project Name: DOD DESIGN Date: 4/13/1998 Documentation: INSU-FORM, INC. ICOMPLY 24 User 2655 --------------------------------------------------------------------------- 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. BUILDING ENVELOPE MEASURES Enforcement o Sec. 150(a): Minimum R-19 ceiling insulation. * o Sec. 150(b): Loose fill insulation manufacturers labeled R -Value. o Sec. 150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). * o Sec. 150(d): Minimum R-13 raised floor insulation in framed floors; Minimum R-8 in concrete raised floors. * o Sec. 150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. o Sec. 118: Insulation specified or installed meets California Energy Commission quality standards. Indicate Type & form. o Sec. 116-117: Fenestration Products, Ext Doors & Infil/Exfil Controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label w/certified U -Value c. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. o Sec. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. o Sec. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. o Sec. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. MANDATORY MEASURES CHECKLIST (part 2 of 2) MF -1R page 6 of 13 r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------------------------------- Project ------------------------------Project Name: DOD DESIGN Date: 4/13/1998 Documentation: INSU-FORM, INC. COMPLY 24 User 2655 --------------------------------------------------------------------------- SPACE CONDITIONING,' WATER HEATING AND PLUMBING SYSTEM MEASURES Enforcement o Sec. 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. o Sec. 150(i): Setback thermostat on all applicable heating systems. o Sec. 150(j): Pipe and Tank Insulation 1. Indirect hot water tanks (eg 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 5 feet of pipes closest to water heater tank, non -recirculation systems, insulated (R-4 or greater. 3. All buried or exposed piping insulated in recirculation sections of hot water system. 4. Cooling system piping below 55 F insulated. 5. Piping insulated between heating source and indirect hot water tank. o Sec. 150(m) Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC Sections 1002 and 1004; ducts insulated to a minimum R-4.2 or ducts enclosed entirely within conditioned space. 2. Exhaust systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible manually operated dampers. o Sec. 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" 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. o Sec. 115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no continuously burning pilot light. (Exception: Non -electrical cooking appliance with pilot < 150 Btuh) LIGHTING MEASURES o Sec. 150(k): Lighting - 40 lumens/watt or greater for general lighting in kitchens and rooms with water closets; and recessed ceiling fixtures IC (insulation cover) approved. HVAC•ZONE HEATING & COOLING LOAD SUMMARY page 7 of 13 --------------------------------------------------------------------------- Project Name: DOD DESIGN Date: 4/13/1998 Documentation: INSU-FORM, INC. COMPLY 24 User 2655 --------------------------------------------------------------------------- HVAC ZONE DESCRIPTION HVAC Zone Name: Heating System Name: Cooling System Name: System Multiplier: Fan Schedule: Peak Load Method: Relative Humidity: SPACES IN THIS ZONE PEAK ----------------------- ---- WHOLE HOUSE (Jan 12am) TOTAL SPACE LOAD Duct Gains & Losses: Ventilation: ( 0 CFM) Return Air Lighting Gain TOTAL SYSTEM LOAD SYSTEM OUTPUT AT DESIGN CONDITIONS WHOLE HOUSE Day&Night 383KAV048075 Day&Night 593BJ048-A 2 24 Hr Fans STD COINCIDENT 50 0 COOLING HEATING PEAK SENSIBLE LATENT ------- ------------ ------ 60418 (Aug 2pm) 54429 2455 ------- -------- ------ 60418 54429 2455 6042 5443 0 0 0 0 ------- -------- ------ 66460 59872 2455 142000 66241 18226 NOTE: The TOTAL SYSTEM LOAD shown represents the minimum size equipment which will heat or cool this zone during the design conditions indicated. These numbers include no safety factor, and the HVAC contractor should oversize by a reasonable margin to account for variations in weather conditions and the pick-up capacity required to bring the zone to temper- ature as a result of a setback thermostat. Those responsible for final equipment selection should note that Sensible and Latent Cooling Loads are indicated to allow for accurate comparison with manufacturer's output data. RESIDENTIAL SPACE HEATING LOAD SUMMARY page 8 of 13 --------------------------------------------------------------------------- Project Name: DOD DESIGN Date: 4/13/1998 Documentation: INSU-FORM, INC. ICOMPLY 24 User 2655 --------------------------------------------------------------------------- Space Name: WHOLE HOUSE Design Indoor Dry Bulb Temperature: Design Outdoor Winter Dry Bulb Temperature: Design Temperature Difference: 70 F 29 F 41 F Conduction Area U -Value TD Btu/hr R-15 Wall (W.15.2x4.16) 1500.5 x 0.0814 x 41.0 = 5008 Solid Wood Door 20.0 x 0.3872 x 41.0 = 318 Double Clear Default(R) 6.0 x 0.7200 x 41.0 = 177 Double Clear Default(R) 31.5 x 0.8700 x 41.0 = 1124 Double Clear Default(R) 13.0 x 0.7200 x 41.0 = 384 Double Clear Default(R) 4.0 x 0.7200 x 41.0 = 118 Double Clear Default(R) 26.0 x 0.7700 x 41.0 = 821 Double Clear Default(R) 52.0 x 0.8700 x 41.0 = 1855 Double Clear Default(R) 10.0 x 0.7200 x 41.0 = 295 Double Clear Default(R) 35.0 x 0.7200 x 41.0 = 1033 Double Clear Default(R) 198.0 x 0.8700 x 41.0 = 7063 R-38 Roof(R.38.2xl2.16) 3916.0 x 0.0282 x 41.0 = 4535 Slab on Grade Perim = 216.0 x 43 = 9288 Slab on Grade Perim = 123.0 x 43 = 5289 Infiltration: 1.00 x 0.018 x 3916`sf x 8.0 ft x 1.00 AC x 41.0 = 23111 TOTAL HOURLY HEAT LOSS FOR SPACE 60418 Heating AirFlow: 60418 Btu/hr / [1.08 x 35 F DeltaT)] = 1599 cfm RESIDENTIAL SPACE COOLING LOAD SUMMARY page 9 of 13 ^-------------------------------------------------------------------------- Project Name: DOD DESIGN Date: 4/13/1998 Documentation: INSU-FORM, INC. ICOMPLY 24 User 2655 --------------------------------------------------------------------------- Space Name: WHOLE HOUSE Design Indoor Dry Bulb Temperature: Design Outdoor Summer Dry Bulb Temperature: Design Temperature Difference: 78 F 112 F 34 F Conduction Area U -Value DETD Btu/hr ----------------------- R-15 Wall (W.15.2x4.16) ------ 1500.5 x ------- 0.0814 x ---- 29.6 = ------ 3616 Solid Wood Door 20.0 x 0.3872 x 29.6 = 229 Double Clear Default(R) 6.0 x 0.7200 x 34.0 = 147 Double Clear Default(R) 31.5 x 0.8700 x 34.0 = 932 Double Clear Default(R) 13.0 x 0.7200 x 34.0 = 318 Double Clear Default(R) 4.0 x 0.7200 x 34.0 = 98 Double Clear Default(R) 26.0 x 0.7700 x 34.0 = 681 Double Clear Default(R) 52.0 x 0.8700 x 34.0 = 1538 Double Clear Default(R) 10.0 x 0.7200 x 34.0 = 245 Double Clear Default(R) 35.0 x 0.7200 x 34.0 = 857 Double Clear Default(R) 198.0 x 0.8700 x 34.0 = 5857 R-38 Roof(R.38.2xl2.16) 3916.0 x 0.0282 x 50.0 = 5531 Infiltration: 1.00 x 0.018 x 3916 sf x 8.0 ft x 1.00 AC x 34.0 = 19165 Shaded Unshaded Solar Gain Orient. Area SGF Area SGF SC ----------------------- Double Clear Default(R) --------- East [ ---- --- 15.0 x 15 + ---- --- 25.0 x 73] ---- x 0.77 = 1571 Double Clear Default(R) East [ 4.0 x 15 + 0.0 x 73] x 0.77 = 46 Double Clear Default(R) East [ 5.7 x 15 + 20.3 x 73] x 0.79 = 1240 Double Clear Default(R) East [ 2.9 x 15 + 10.1 x 73] x 0.79 = 620 Double Clear Default(R) East [ 0.0 x 15 + 4.0 x 73] x 0.77 = 224 Double Clear Default(R) East [ 6.0 x 15 + 2.0 x 73] x 0.77 = 181 Double Clear Default(R) South [ 4..0 x 15 + 0.0 x 32] x 0.79 = 48 Double Clear Default(R) South [ 6.0 x 15 + 0.0 x 32] x 0.79 = 71 Double Clear Default(R) West [ 18.5 x 15 + 1.5 x 73] x 0.79 = 305 Double Clear Default(R) West [ 30.6 x 15 + 2.4 x 73] x 0.77 = 487. Double Clear Default(R) West [ 152.9 x 15 + 12.1 x 73] x 0.77 = 2436 Double Clear Default(R) West [ 15.0 x 15 + 0.0 x 73] x 0.79 = 178 Double Clear Default(R) North [ 0.0 x 15 + 6.0 x 15] x 0.79 = 71 Double Clear Default(R) North [ 0.0 x 15 + 27.5 x 15] x 0.77 = 316 Double Clear Default(R) North [ 0.0 x 15 + 4.0 x 15] x 0.77 = 46 Internal Gain Op Frac. Area Heat Gain Conv. ----------------------- Lighting -------- 1.00 ------ x 3916.0 --------- x 0.200 x ----- 3.413 = 2673 Equipment 1.00 x 3916.0 x 0.100 x 3.413 = 1337 Occupants 1.00 x 3916.0 x 225 / 333 = 2646 TOTAL HOURLY SENSIBLE HEAT GAIN FOR -SPACE 54429 Latent ----------------------- Gain Op Frac. -------- Area ------ Heat Gain --------- Conv. ----- Btu/hr ------ Equipment 1.00 x 3916.0 x. 0.000 x 3.413 = 0 Occupants 1.00 x 3916.0 x 225 / 333 = 2646 .Infiltration: 1.00 x 0.018 x 3916 sf x 8.0 ft x 1.00 AC x -0.3 = -175 TOTAL HOURLY LATENT HEAT GAIN FOR SPACE 2455 Cooling AirFlow: 54429 Btu/hr / [1.08 x 23 F DeltaT)] = 2192 cfm 0 COMPUTER METHOD SUMMARY C -2R page 10 of 13 --------------------------------------------------------------------------- Project Name: DOD DESIGN Date: 4/13/1998 Documentation: INSU-FORM, INC. ICOMPLY 24 User 2655 ' --------------------------------------------------------------------------- POINT SYSTEM COMPLIANCE SUMMARY Proposed Design Point Score Budget Compliance Point Goal GENERAL INFORMATION Compliance Method: Climate Zone: Conditioned Floor Area: Building Type: Building Front Orientation: Number of Dwelling Units: Number of Stories: Floor Construction Type: Total Conditioned Volume: Conditioned Footprint Area: Ground Floor Area: 2 Points *BUILDING COMPLIES* 0 Points COMPLY 24 version 4.11 15 3916 sqft Single Fam Det 90 deg (E) 1 1 Slab on Grade 31328 cuft 3916 sqft 3916 sqft BUILDING ZONE INFORMATION Floor # of Vent Zone Name Area Volume Units Zone Type TStat Type Hgt Area ----------------------- ----- ------ -------------------------- --- ---- WHOLE HOUSE 3916 31328 1.00 Conditioned Setback 2 n/a OPAQUE SURFACES Act Solar Type Area U -Val Azm Tilt Gains Form 3 Reference Location/Comments ZONE NAME = WHOLE HOUSE Wall 493 0.081 90 90 Yes R-15 Wall (W.15.2x4.16) WHOLE HOUSE Door 20 0.387 90 90 Yes Solid Wood Door WHOLE HOUSE Wall 222 0.081 180 90 Yes R-15 Wall (W.15.2x4.16) WHOLE HOUSE Wall 375 0.081 270 90 Yes R-15 Wall (W.15.2x4.16) WHOLE HOUSE Wall 411 0.081 0 90 Yes R-15 Wall (W.15.2x4.16) WHOLE HOUSE Roof 3916 0.028 90 22 Yes R-38 Roof(R.38.2xl2.16) WHOLE HOUSE COMPUTER METHOD SUMMARY C -2R page 11 of 13 a--------------------------------------------------------------------------- Project Name: DOD DESIGN Date: 4/13/1998 Documentation: INSU-FORM, INC. ICOMPLY 24 User 2655 --------------------------------------------------------------------------- PERIMETER LOSSES F2 Insulation Type Length Factor R -Val Depth Location/Comments --------- ------ ------ ----- ----- ----------------------- ZONE NAME = WHOLE HOUSE Exposed 216.0 0.90 0.0 0 in WHOLE HOUSE Covered 123.0 0.72 0.0 0 in WHOLE HOUSE FENESTRATION SURFACES SC Act Glass # Type Area Frame Div U -Val Azm Tilt Only Location/Comments --------------- ----- ----- --- ----- --- ---- ----- --------------------- ZONE NAME = WHOLE HOUSE 1 Wdw Front (E) 40.0 Metal No 0.87 90 90 0.88 WHOLE HOUSE 2 Wdw Front (E) 4.0 Metal No 0.87 90 90 0.88 WHOLE HOUSE 3 Wdw Front (E) 26.0 Metal No 0.77 90 90 0.88 WHOLE HOUSE 4 Wdw Front (E) 13.0 Metal No 0.72 90 90 0.88 WHOLE HOUSE 5 Wdw Front (E) 4.0 Metal No 0.72 90 90 0.88 WHOLE HOUSE 6 Wdw Front (E) 8.0 Metal No 0.87 90 90 0.88 WHOLE HOUSE 7 Wdw Left (S) 4.0 Metal No 0.72 180 90 0.88 WHOLE HOUSE 8 Wdw Left (S) 6.0 Metal No 0.72 180 90 0.88 WHOLE HOUSE 9 Wdw Back (W) 20.0 Metal No 0.72 270 90 0.88 WHOLE HOUSE 10 Wdw Back (W) 33.0 Metal No 0.87 270 90 0.88 WHOLE HOUSE 11 Wdw Back (W) 165.0 Metal No 0.87 270 90 0.88 WHOLE HOUSE 12 Wdw Back (W) 15.0 Metal No 0.72 270 90 0.88 WHOLE HOUSE 13 Wdw Right (N) 6.0 Metal No 0.72 0 90 0.88 WHOLE HOUSE 14 Wdw Right (N) 27.5 Metal No 0.87 0 90 0.88 WHOLE HOUSE 15 Wdw Right (N) 4.0 Metal No 0.87 0 90 0.88 WHOLE HOUSE INTERIOR & EXTERIOR SHADING # -- Type ---- Interior Shade Type ----------------------- SC ---- Exterior ----------------------- Shade Type SC ---- 1 Wdw None 1.00 Standard Bug Screen 0.87 2 Wdw None 1.00 Standard Bug Screen 0.87 3 Wdw None 1.00 None 1.00 4 Wdw None 1.00 None 1.00 5 Wdw None 1.00 Standard Bug Screen 0.87 6 Wdw None 1.00 Standard Bug Screen 0.87 7 Wdw None 1.00 None 1.00 8 Wdw None 1.00 None 1.00 9 Wdw None 1.00 None 1.00 10 Wdw None 1.00 Standard Bug Screen 0.87 11 Wdw None 1.00 Standard Bug Screen 0.87 12 Wdw None 1.00 None 1.00 13 Wdw None 1.00 None 1.00 14 Wdw None 1.00 Standard Bug Screen 0.87 15 Wdw None 1.00 Standard Bug Screen 0.87 COMPUTER METHOD SUMMARY C -2R page 12 of 13 --------------------------------------------------------------------------- ~Project Name: DOD DESIGN Date: 4/13/1998 Documentation: INSU-FORM, INC. COMPLY 24 User 2655 --------------------------------------------------------------------------- OVERHANGS/SIDE FINS --Window-- -----Overhang------ ---Left Fin--- ---Right Fin -- Type Ht Wd ---- Len ---- Ht LExt RExt ---- ---- Dist Len Ht Dist Len Ht -- ---- 1 Wdw ---- 4.0 5.0 2.0 0.1 2.0 ---- 2.0 ---- ---- ---- ---- ---- ---- 2 Wdw 1.0 4.0 2.0 0.1 2.0 2.0 3 Wdw 6.8 2.0 2.0 0.1 2.0 2.0 4 Wdw 6.8 2.0 2.0 0.1 2.0 2.0 6 Wdw 2:0 4.0 2.0 0.1 2.0 2.0 7 Wdw 2.0 2.0 2.0 0.1 2.0 2.0 8 Wdw 3.0 2.0 2.0 0.1 2.0 2.0 9 Wdw 6.8 1.6 8.0 0.1 8.0 8.0 10 Wdw 6.8 5.0 8.0 0.1 8.0 8.0 11 Wdw 6.8 5.0 8.0 0.1 '8.0 8.0 12 Wdw 3.0 5.0 8.0 0.1 8.0 8.0 13 Wdw 3.0 2.0 2.0 0.1 2.0 2.0 14 Wdw 5.6 5.0 2.0 0.1 2.0 2.0 15 Wdw 1.0 4.0 2.0 0.1 2.0 2.0 THERMAL MASS Area Thick Heat Inside Location Type (sf) (in) Cap Cond Form 3 Reference R -Val. Comments ------------- ---- ----- ZONE NAME = WHOLE HOUSE ----- ---- ----------------------- ------ -------- Exposed Slab 2931 3.50 28 0.98 n/a 0 Covered Slab 985 3.50 28 0.98 n/a 2 HVAC SYSTEMS Minimum Distrib Type Duct TStat System Type Efficiency and ------------------------------------- Location RVal Type ---- ------ Location/Comments ----------------------- Furnace 0.800 AFUE Ducts in Attic 4.2 SetBck WHOLE HOUSE SpltAirCond10.000 SEER Ducts in Attic 4.2 SetBck Water No. Tank Ext. WATER HEATING SYSTEMS Heater in Energy Size Insul System Name Distribution Type Type Sys Factor (gal) R -Val Std Gas 50 gal or Less Standard StorGas 1 0.53 50.0 12.0 41:100 WATER HEATER EQUIPMENT DETAIL /Rec Rated Stdby Tank Pilot System Name System Type Eff Input Loss R -Val Light ----------------------- ----------- ---- ----- ----- ----- ----- Std Gas 50 gal or Less DomesticHW 0.780 40000 0.040 0.0 0 SPECIAL FEATURES/REMARKS POINT SYSTEM SUMMARY P -2R page 13 of 13 ---------------------------------------------------------------------------- Project Name: DOD DESIGN Date: 4/13/1998 Documentation: INSU-FORM, INC. COMPLY 24 User 2655 ------------------------------------------------------ -------------------- BUILDING DATA SER ------------- Conditioned Floor Area 3916 sqft Occupancy Type Single Fam Det SCORE CARD Measure ---------------- 1. --------- Roof Insulation -------- 0.0282 2. Wall Insulation 0.0814 3. Raised Floor Insulation 0.0000 3a. Controlled Vent Crawlspace 0.0 4. Slab Edge Insulation 0.8347 5. Infiltration Standard 6. Glass Heat Loss 0.84 7. Fenestration Heat Gain SC Orientation Area % Glass Open North 37.5 1.0 x 0.77 = East 95.0 2.4 x 0.68 = South 10.0 0.3 x 0.54 = West 233.0 5.9 x 0.50 = Skylight 0.0 0.0 x 0.00 = 8. Interior Thermal Mass 3.90 9. Exterior Wall Mass 0.00 10. Heating System Zonal Control: No 11. Cooling System 12. Water Heating Number of Stories 1 Points (U -Value) 0 (U -Value) -5 (U -Value) (R -Value) -> -2 (f2 factor)_ C 9.6% 1 Sum 1-6 -6 Ef f % SER 0.7 1.00 2 1.7 0.91 0 0.1 0.76 3 3.0 0.84 -3 0.0 0.00 0 5 0 Sum 7-9 7 1 0 = 0 Point Total: 2 James D. Feiro Civil Engineer . Land Surveyor P. O. Boa 12980 Palm Desert, Ca. 92255 (760) 346.8015 FAX (760) 346.2548 City of La Quinta 78-495 Calle Tampico La Quinta, Ca. 92253 Attn: Engineering/Building RE: Lot 116, La Quinta Golf Club Est. 49-305 Avenida El Nido Cl TY OF LA OUINTA JAN 2 9 REC`Q BUILDING AND SAFE -11 "Y Jan. 28, 1998 This letter will serve to state that we have field checked the finished floor elevation of the above project and found it to be: 102.49 (high) 102.49 (Low) The bench mark used with 100.00 at the centerline intersection of Avenida El Nido and Avenida Fernando. Sincerely, ames D. Feiro E -LS k). CzSul'76 EXP. 12/37/U11 Council of American Building Officials SECRETARIAT INTERNATIONAL CONFERENCE SOUTHERN BUILDING CODE BUILDING OFFICIALS AND CODE OF BUILDING OFFICIALS CONGRESS INTERNATIONAL, INC. ADMINISTRATORS INTERNATIONAL, INC. 5360 South Workman Mill Road 900 Moniclair Rudd 4051 West Flossmoor Road Whittier, California 90601 Birmingham, Alabdma 35213 Country Club Hills, Illinois W478 NATIONAL EVALUATION SERVICE COMMITTEE REPORT NO. NER-170 Reissued August 1, 1990 This report is subject to re-examination in 2 years. RMAX, INCORPORATED 13524 WELCH ROAD DALLAS, TEXAS 75244-5291 SUBJECT Rmax TSX100 and TSX2000 Insulation Boards II. PROPERTY FOR WIIICII EVALUATION IS SOUGHT 1. Surface Burning Characteristics 2. Thermal Performance III. DESCRIPTION Rmax TSX Insulation Board is single -ply aluminum foil, a 3 -ply composite skin or a glass mat laminate -faced polyisocyanurate foam panel. Thicknesses range from 12 inch to 3-3/4 inches for standard 48 inch widths and various lengths. The fsocyanuratc formulation used by Rmax has an approximate density of 2.0 pcf and maximum flamespread and smoke developed ratings as noted in Table I. The single -ply aluminum foil facing consists of either a 1 mil thick plain smooth reflective foil, 1 mil thick white pigment-coatcd foil, or 1-1/4 mil thick embossed white pigment -coated foil. The 3 -ply composite skin consists of 3 mil thick aluminum foil/60 pound per 3000 square foot ream material kraft paper/3 mil thick aluminum foil. The glass mat laminate consists of an aluminum foil adhered to an approximately 10 mil thick lightweight glass mat. The unprinted or foil surface of the insulation board must be installed toward the exposed or room side of the construction. The side containing the identification information must be installed toward the outside of the building or structure. A thermal barrier protection is not required when the Rmax TSX Insulation Boards are installed in accordance with this report. IV. INSTALLATION The Rmax TSX Insulation Board may be installed in areas where combustible materials are permitted. The insulation board may be installed on the inside face of wood or steel framing and. secured at each supporting element with suitable fasteners such as galvanized roofing nails with a 3/8 inch head, 1/4 inch stove bolts with 1-1/2 inch steel washers or self -tapping screws spaced 12 inches on center across the board width. The board must be continuous over at least three framing members and have a minimum of two full spans. It may also be sandwiched between structural purlins or girts and metal skins or installed as a nonstructural sheathing on frame construction. Attic spaces created by these materials must be vented to the outside for pressure -relief purposes related to temperature variations. The insulation board may be covered with combustible material to provide protection from damage, provided the covering material meets the interior finish requirements of the code. Interior joints of the insulation board may be treated with aluminized -sensitive tape. Tape must be applied. to a clean dry surface free from dirt, grease, moisture, or frost. The tape shall not be stored or applied at a temperature below 40' F. The insulation board may be installed within or against the interior side of the exterior facing of noncombustible exterior nonbearing walls not required to be of fire -resistive construction -without affecting the noncombustibility rating. Installation on interior wall or ceiling surfaces of noncombustible construction is permitted as set forth in Sections 2002.0 and 923.2 of the BOCA National Building Code, Sections 704.8.1, 704.8.2 and 704.83 of the Standard Building Code, and Section 4203(1) and (2) of the Uniform Building Code. This is contingent on the boards' not being used for structural purposes. o Interior exposed conditions for combustible construction are permitted under the same conditions as noted for noncombustible construction. Exterior siding of wood, metal, or plastic may be applied over the insulation board in accordance with the siding manufacturer's REPORT NO. NER-170 PAGE 1 OF 2 This report is limited to the specific product and data and test reports submitted by the applicant in its application requesting this report. No independent tests were performed by the National Evaluation Service Committee, and the committee specificady does not make any warranty, either expressed or implied, as to any finding or other matter in this report or as to any product covered by this report. This disclaimer includes, but is not limited to, merchantability. This report is also subject to the limitation listed herein. R PORT NO. NER-170 instructions for mechanical connections, provided the minimum specified penetrations into framing members or backing are maintained and the maximum thickness of the insulation is limited to 2 inches. The insulation board is considered to act as a vapor barrier. If a stud cavity is. created, in order to avoid trapped, concealed moisture problems, the building official may require that a vapor barrier be installed on the inside or warm surface of the stud cavity. Thermal Resistance - The aged thermal values (R -value) of the Rmax insulation boards are shown in Table No. II. V. IDENTIFICATION PAGE 2 OF 2 Inc., File R8928, dated December 18, 1980, signed by K Rhodes. 7. Test report on surface -burning characteristics of an insulation system (Small Room Corner Fire Test), prepared by Southwest Research Institute, Project No. 01-6256-216, dated May 5, 1981, signed by J. J. Beitel. 8. Inspection Procedure Manual for Rmax, Inc. Rigid Polisocyanurate Insulation Boards Types TSX100 and 77SX2000, prepared by Omega Point Laboratories, Inc. 9. Test report on self -ignition temperature under ASTM D 1929, prepared by Southwest Research Institute, SwRI Project No. 01-1373-540, dated October 14, 1987, signed by Carl A- Hafer, P.E. and Dr. Gordon E. Hartzell. 10. Test report on self -ignition temperature under ASTM D 1929, prepared by Omega Point Laboratories, Test Report No. 8665-01929-01, dated March 21, I988. All packages of the insulation board are labeled by Omega Point Laboratories Inc. with reference to NER-170. VII. CONDITIONS OF USE VL EVIDENCE SUBMITTED 1. Descriptive literature and installation instructions. 2. Test report on surface -burning characteristics in accordance with ASTM E 84, prepared by Factory Mutual Research, J.I.00402.AC(4820), dated June 26, 1978, signed by W. F. Shield. 3. Test report on surface -burning characteristics of an insulation system (Small Room Corner Fire Test), prepared by Southwest Research Institute, Project No. 03-5463-115b, dated August 22, 1979, sigried by R. C. De Han. 4. Test report on surface -burning characteristics of an insulation system (Small Room Corner Fire Test), prepared by Southwest Research Institute, Project No. 03-5463-115c, dated September 27, 1979, by R. C. DeHart. 5. Test report on Apparent Thermal Conductivity and Thermal Resistance in Accordance with ASTM C 518, prepared by Dynatech, Report No. RMX-3, P.O. No. 3657, dated October, 1979, signed by Andre O. Desjarlais. 6. Test report on surface -burning characteristics in accordance with ASTM E 84, prepared by Underwriters laboratories .The National Evaluation Service Committee finds that the Rmax TSX Insulation Boards described in this report comply as foam plastic insulation in accordance with the 1990 BOCAO National Building Code, the 1988 Standard Building Code with 1989/1990 Revisions, and the 1988 Uniform Building Code with 1989 Supplement, subject to the following conditions: 1. The installation must comply with this report and the manufacturer's published installation instructions. 2. The unprinted foil surface of the insulation panels must be installed on the room side. 3. The insulation panels must not be used as a structural. component nor shall they be used for corner bracing. 4. Evaluation of Rmax Insulation panels used in fire resistance rated assemblies is outside the scope of this report. 5. The insulation panels are not intended for exposed use in assembly, educational, hazardous, or institutional type occupancies. The panels should be covered with a thermal barrier complying with the applicable code. This report is subject to re-examination in two years. TABLE NO. I PRODUCT DESCRIPTION PROOUCT DESCRIPTIONS FLAME SPREAD SMOKS TSX 100 I -mil plain foil an one side with 3 -ply laminate on opposite side. 25 175 TSX 2000 Class/mat laminate on lxxh sides. 25 300 'Description noes the facing mucrials corcring the'polyisocyanurate foam core. s5moke-developed ming is based on maximum thickness recognized in this report. TABLE NO. II—THERMAL RESISTANCE VALUES NOMINAL THICKHEU W w Yi 1. 1 Yi 1 W tri .7 2v4- 2W r 3W 2H' 34%. R -value at 757. 3,6 4.5 5.4 7.2 9.0 10.8 12.6 14.4 16.2 18.0 21.6 23.4 25.2 27.0 mean temperature 94/39/1996 X16 07. 909yy3��601947' q 1305,5n Fontana:.. o 61; MY�..�����GE� 02 T r ev, .: .A Letter of Certification J �' " A Paperback Sfucco� ,1Vetti'ng This letter is to certify that the 1 1/Z" x 17ga galvanized, hexagonal shaped, paperbacked woven wire fabric lath (as manufactured by Jaenson Wire Company — trademark Best Furr stucco nettingD, conforms with the federal'speeifieations QQ-L- 101c and UU-B-790a, uniform building code, I.C.B.O. Evaluation Report #4432, and ASTM C-1032. The types of Building Papers used and approved are: A. Type I. Grade "D" ' Style 2. B. Type I Grade "D,' 60 Minute, Style 2. C. Type I. Gracie "B" Style IA and Federal Housing Specification 720-H James A. Oros Sales Manager Jaenson Wire Company 12/96 /30/1998 16 07.a9093601947eA,AEtS N WIRE COMPANY PAGE 03, , �:;..: iCBO Eualuat�ion Service, Inc.} w- 5366WOOKMAN MILL,ROAL)., WNITTIER, CALIFORNIA 90601.2299 �-� Asubsidiary oo 6iationofIthe In err tional Conference of Building Officials' EVALUATION REPORT t ER 4432 Copyright © 1996 ICe0 Evaluation Service, Inc. `' ` Reissued December 1, 1996 Filing Category: PLASTER REINFORCEMENT (186) r 2.0 DESCRIPTION 2.1 Best Purr Self -furred Stucco Netting: Best Furr self -furred stucco netting is a woven wire fabric lath con- sisting of a hexagon -shaped mesh formed from No. 17 gage 0.053,,. inch (1.35 mm) galvanized steel and wire by the reverse -twist nett!= od. Furring crimps are provided at 3 and 6 inches (76 and 152 mm) on center horizontally and vertically, respectively. The netting is et 7 tacked to supports at crimped furring locations. Bright paint mark- ings indicate each furring point, The netting is used for exterior and interior plaster reinforcement over approved building paper. It Is packaged in rolls 37 inches wide by 150 feet long (940 mm by 45.7 m). 2.2 Best Furr Paperback Stucco Netting: N.r ' Best Furr paperback stucco netting utilizes the same stucco necting� as described above. Wet strength face paper Is attached with five gal- vanized wires spaced 6 Inches (152 mm) on center and attached, through slots in the paper to furred twists in the netting. Type,l, Grade D. Style 2 building paper, recognized under Evaluation R' .1 ports 1025 and 1318, is bonded to the face paper with waterproof adhesive. The five line wires are secured between the paper layers::` The netting is for exterior and interior use and as backing and rein- forcement for masonry veneer, ceramic the and similar uses, ptroi,3 vides they are designed and applied in accordance with Chapter 14 Y of the code. Best Furr paperback sheets are 37 Inches (940 mm) wide; by 100 inches (30.5 m) long. The two papers are cut back 1112 inches t (38 mm) (one mesh) at the plant to provide the proper wire -to -wire vertical lap. Paper back rolls are 37 inches (940 mm) wide by,100� feet (30.5 m) long. 2.3 Best Furr Water Proofing Stucco Netting: Best Furr water proofing stucco netting is Identical to the paperback' stucco netting described previously except that Aquabar Class,B building paper recognized under Evaluation Report 1'025 is bo=sled ', to the face paper. It Is designed for use as stucco backing and mein-� , forcing where a waterproof membrane is required. 2.4 J -1-811h "0" Welded Wire Fabric lath: J -Lath "D" lath is a welded -wire fabric lath fabricated with No. 16 . gage copper -bearing zinc -coated galvanized steel wire with 2 -inch; by 2 -inch (51 by 51 mm) openings. The face wire is electri6lly welded to the back wire at all intersections. A 1/4 -inch (6.4 mm) fuf,. ring crimp is fabricated into the mesh at 6 inches (152 mm) on center In each face wire at the Intersection with the back wire. A slot perfo- rated suction paper Is woven between the wire and a layer of+Type'. I, Grade D, Style 2 weather -resistive building paper, recognised In Evaluation Reports 1025 and 1318, is strip glued to the back ot,the perforated paper, extending 2 inches (51 mm) on one horizontal "sldi' and 6 inches (152 mm) on one vertical end. Both the perforated"pr per and the building paper are recessed one full mesh to provide proper wlre-to-'wire laps, The lath Is available In sheet form and is' 28 to 38 inches (711 to 965 mm) wide by 104 inches (2642 mm) long: This sheet as fabricated provides 96 Inches horizontal coverage._ 2.5 JI -Lath "D" Double Paper. J- Lath "D" double paper Is similar ib the J -Lath D except that two lay- ers of Type I, Grade D, Style 2, weather -resistive building paper. Identified as Aquabar Class "B" and recognized under Fonifiber,Cor- potation Evaluation Reports 1025 and 1318, are strip -glued to the back of the perforated paper. The lath is available in sheet form and Is 28 to 38 inches (711 to 965 mm) wide by 104 inches (2642 mm) long. 2.6 J -Lath "B": 'k J -Lath "B" is similar to the J -Lath D, except that a layer of Type I, Grade B, Style la weather -resistive building paper, recognized under Evaluation Report 13.1 S. is strip glued to the back of the perforated paper. The lath is available In sheet lorm and Is 28 to 38 inches (711 to 965 mm) wide by 104 Inches (2642 mm) long. 2.7 J -lath Pyro lath: J -Lath Pyro Lath is similar to the J -lath D. except that a layer of Type I, Grade B, Style to building paper, identified as Pyro Kure 604 and manufactured by the Fort'diber Corporation, is strip -glued to'the back of the perforated paper. The lath is available in sheet form and Is 28 to 38 inches (711 to 965 mm) wide by 104 inches (2642 mm). long. 2.8 Best Corner Corner Reinforcement: Best Corner is a welded -wire exterior corner reinforcement for plas- ter. It is manufactured with No. 17 gage galvanized steel wire: Five convoluted and six longitudinal wires are electrically welded togeth- er to form a right-angled section with 21/4 -Inch -long (57 mm) legs. It Is attached with appropriate fasteners spaced not over 18 inches (457 mm) on center. The finish coat Is applied so that the corner wire is covered with a minimum of 1/8 inch (3.2 mm) of the plaster. Best Corner is available in the following styles: 1. Best Corner -regular for straight corners, available in 8.9 and 10 foot (2438, 21743, and 3D48 mm) lengths. 2. Best Arch Corner for forming arches, available in 8 to 10 toot (2438 to 3048 mm) lengths. 3. Best Short-fiange Corner with one leg 11/ inches (38 mm) long for special uses, available In 10 foot (3018 nm) lengths. . Evaluation reports of iCRO Evaluation Service, Inc., are issued solely W prom O (gformation ro Class A members of ICRO, alditing the code upon which the rep!" is based Fvoluation reports are not to be eonsrrved as representing aegthetiesor any other attributes not specifically addressed ear as an endorsement or recomiirren= dation for use of the subject report ! " This report is based upon independent teres or other technical data submitted by the applicant. Tht 1CRO Evaluation Service, Inc., teehnreal staf%has rerir••ed'the test results and/or other data, but dots not possess rest facililtes to make atiindeptndent verification. There is no warranty bs )CEO Evaluation Service. Inc., erpreis or implies( as to any "Finding" or other matter in the report or as to any yiodsict eo'vrred by the report. This disclaimer includes, but Is not limited to, merchantaAlI y�. BEST FURR STUCCO NETTIN6, J -LATH "0" WELDED -WIRE FABRIC31 . AND BEST CORNER CORNER REINFORCEMENT ' JAENSON WIRE COMPANY 13MS JURUPA AVENUE .'a FONTANA,CALIFORNIA 92337 DAVIS WIRE CORPORATION r' $US IRWINDALE ROAD h _ IRWiNDALE, CALIFORNIA 91706 ' 1.0 SUBJECT Bast Furr Stucco Netting, J -Lath "D" Welded -wire Fabric and Best Corner Corner Reinforcement. 2.0 DESCRIPTION 2.1 Best Purr Self -furred Stucco Netting: Best Furr self -furred stucco netting is a woven wire fabric lath con- sisting of a hexagon -shaped mesh formed from No. 17 gage 0.053,,. inch (1.35 mm) galvanized steel and wire by the reverse -twist nett!= od. Furring crimps are provided at 3 and 6 inches (76 and 152 mm) on center horizontally and vertically, respectively. The netting is et 7 tacked to supports at crimped furring locations. Bright paint mark- ings indicate each furring point, The netting is used for exterior and interior plaster reinforcement over approved building paper. It Is packaged in rolls 37 inches wide by 150 feet long (940 mm by 45.7 m). 2.2 Best Furr Paperback Stucco Netting: N.r ' Best Furr paperback stucco netting utilizes the same stucco necting� as described above. Wet strength face paper Is attached with five gal- vanized wires spaced 6 Inches (152 mm) on center and attached, through slots in the paper to furred twists in the netting. Type,l, Grade D. Style 2 building paper, recognized under Evaluation R' .1 ports 1025 and 1318, is bonded to the face paper with waterproof adhesive. The five line wires are secured between the paper layers::` The netting is for exterior and interior use and as backing and rein- forcement for masonry veneer, ceramic the and similar uses, ptroi,3 vides they are designed and applied in accordance with Chapter 14 Y of the code. Best Furr paperback sheets are 37 Inches (940 mm) wide; by 100 inches (30.5 m) long. The two papers are cut back 1112 inches t (38 mm) (one mesh) at the plant to provide the proper wire -to -wire vertical lap. Paper back rolls are 37 inches (940 mm) wide by,100� feet (30.5 m) long. 2.3 Best Furr Water Proofing Stucco Netting: Best Furr water proofing stucco netting is Identical to the paperback' stucco netting described previously except that Aquabar Class,B building paper recognized under Evaluation Report 1'025 is bo=sled ', to the face paper. It Is designed for use as stucco backing and mein-� , forcing where a waterproof membrane is required. 2.4 J -1-811h "0" Welded Wire Fabric lath: J -Lath "D" lath is a welded -wire fabric lath fabricated with No. 16 . gage copper -bearing zinc -coated galvanized steel wire with 2 -inch; by 2 -inch (51 by 51 mm) openings. The face wire is electri6lly welded to the back wire at all intersections. A 1/4 -inch (6.4 mm) fuf,. ring crimp is fabricated into the mesh at 6 inches (152 mm) on center In each face wire at the Intersection with the back wire. A slot perfo- rated suction paper Is woven between the wire and a layer of+Type'. I, Grade D, Style 2 weather -resistive building paper, recognised In Evaluation Reports 1025 and 1318, is strip glued to the back ot,the perforated paper, extending 2 inches (51 mm) on one horizontal "sldi' and 6 inches (152 mm) on one vertical end. Both the perforated"pr per and the building paper are recessed one full mesh to provide proper wlre-to-'wire laps, The lath Is available In sheet form and is' 28 to 38 inches (711 to 965 mm) wide by 104 inches (2642 mm) long: This sheet as fabricated provides 96 Inches horizontal coverage._ 2.5 JI -Lath "D" Double Paper. J- Lath "D" double paper Is similar ib the J -Lath D except that two lay- ers of Type I, Grade D, Style 2, weather -resistive building paper. Identified as Aquabar Class "B" and recognized under Fonifiber,Cor- potation Evaluation Reports 1025 and 1318, are strip -glued to the back of the perforated paper. The lath is available in sheet form and Is 28 to 38 inches (711 to 965 mm) wide by 104 inches (2642 mm) long. 2.6 J -Lath "B": 'k J -Lath "B" is similar to the J -Lath D, except that a layer of Type I, Grade B, Style la weather -resistive building paper, recognized under Evaluation Report 13.1 S. is strip glued to the back of the perforated paper. The lath is available In sheet lorm and Is 28 to 38 inches (711 to 965 mm) wide by 104 Inches (2642 mm) long. 2.7 J -lath Pyro lath: J -Lath Pyro Lath is similar to the J -lath D. except that a layer of Type I, Grade B, Style to building paper, identified as Pyro Kure 604 and manufactured by the Fort'diber Corporation, is strip -glued to'the back of the perforated paper. The lath is available in sheet form and Is 28 to 38 inches (711 to 965 mm) wide by 104 inches (2642 mm). long. 2.8 Best Corner Corner Reinforcement: Best Corner is a welded -wire exterior corner reinforcement for plas- ter. It is manufactured with No. 17 gage galvanized steel wire: Five convoluted and six longitudinal wires are electrically welded togeth- er to form a right-angled section with 21/4 -Inch -long (57 mm) legs. It Is attached with appropriate fasteners spaced not over 18 inches (457 mm) on center. The finish coat Is applied so that the corner wire is covered with a minimum of 1/8 inch (3.2 mm) of the plaster. Best Corner is available in the following styles: 1. Best Corner -regular for straight corners, available in 8.9 and 10 foot (2438, 21743, and 3D48 mm) lengths. 2. Best Arch Corner for forming arches, available in 8 to 10 toot (2438 to 3048 mm) lengths. 3. Best Short-fiange Corner with one leg 11/ inches (38 mm) long for special uses, available In 10 foot (3018 nm) lengths. . Evaluation reports of iCRO Evaluation Service, Inc., are issued solely W prom O (gformation ro Class A members of ICRO, alditing the code upon which the rep!" is based Fvoluation reports are not to be eonsrrved as representing aegthetiesor any other attributes not specifically addressed ear as an endorsement or recomiirren= dation for use of the subject report ! " This report is based upon independent teres or other technical data submitted by the applicant. Tht 1CRO Evaluation Service, Inc., teehnreal staf%has rerir••ed'the test results and/or other data, but dots not possess rest facililtes to make atiindeptndent verification. There is no warranty bs )CEO Evaluation Service. Inc., erpreis or implies( as to any "Finding" or other matter in the report or as to any yiodsict eo'vrred by the report. This disclaimer includes, but Is not limited to, merchantaAlI y�. 04/30/1998,' 16:07— 9093601947 �' �'" JAIENSON,WIRE' COMPAN ' STAPES SPACINO TO TOP AND WOOD STUD CPACNO (Inch.► on cmtM) ' aTAVLE BOTTOM PLATES AND NfTE11ME11a1E STUDS ALLOWABLE SHEAR SIiF patge`2 of?2; ER'432,; 16 4._ Best BuU=nose Comer with the noserounded to a 71ts to 1%e tnch building; paper will De printed at repuiarlhtervals wish the product 200 (11.1 to 22 mm) radius, available-i-1,11 0toot (3048 mm).leigths:' name, and, Evaluation,Report,1318:_ 5, Best One coat Corner wqh straipfit`iipld corder for use in cel. 3.0 EVIDENCE SUBMITTED mentitious exterior wall coating systems, available In 8, 9 and t0 foot (2438, 2743, and 3048 mm) lengths. Product descriptions and physical properties test results. 6. Best Stripping for stripping joints in gypsum lath and foam sys;, Findings terns, available 04-inch-wide by 250-toot (102 min by 76.2 m) coils. 4.0 FINDINGS 2.4 ,Application: That Best Furr stucco Neloog, J-Uth M7.Weldad•Wlfe Fabrti and. Best fury stucco netting is installed with dimension perpendicular to. Best Corner Corner Relnforcement desiribed 11i this repart comply with the 1094 diflorni Bu/ldlnp bode'; subjkli to the following supports, except that at gable walls. installed with the long dimes=' conditions: Sion parallel to the roof slope.. Attachments are as specified in Chap.; - ter 25 of the code for exterior woven=wire fabric lath for plaster rein- 4.1 The laths lorry be used as a base fog' ezterlor plaster oe'Noil- forcement. Vertical laps must be at framing members,:All wire laps. zontal or vertical surfaces, with wood or metal support in must be a minimum 6111/2 Inches (38 mm) (one mesh): An addition• accordance Table 25•B oftAe'eode: al Grade D building paper must be installed over wood base sheath- 4.2 The laths need not be furred toe required lid Inch (6.4 mm) Ing before applying the Best Furr paperback stucco netting de•, on open steel or wood stiidi6nstruction., provided crimps scribed in Sections 2 and 3 aboi a for exterior piaster applications. are retained after netting Is Installed, 2.10 Identification: 4.3 Allowable shear values fol atderlDr plaster walls with wood All products are identified with a label on each roll or sheet noting the . studs and J-Lath "D" lath are as sat forth in Table 1. . company name, product name and evaluation report number. The This report IB subject to re-examination in tWo years. TABLE t—ALLOWABLE SHEAR VALUES FOR EXTERIOR PLASTER WALLS WiTH J -LATH "O"r roi au 1 Inun a V •4 rim. 1 Wirt = 14.6 NQn. $The height -to -width ratio of Shear wall shall not exceed 2:1: ' STAPES SPACINO TO TOP AND WOOD STUD CPACNO (Inch.► on cmtM) ' aTAVLE BOTTOM PLATES AND NfTE11ME11a1E STUDS ALLOWABLE SHEAR SIiF (104ho on oMNI) '(�Yn Por 10x1) 16 7/g inch crown by 11/4 6 200 inches long t,y No. 4 gage roi au 1 Inun a V •4 rim. 1 Wirt = 14.6 NQn. $The height -to -width ratio of Shear wall shall not exceed 2:1: 4/iJ9/.1y7t3. T4•F" Oestgnetiori 01612 tib (ReapprovWAW M ` Standard Specificetiion)for�: Woven Wire Plaster Base' This standard is issued under the fixed destination C 1032; the aumber immediately following the designation indicates the pear of oripnal adoption or, in the use of revisoo, the year bftast tevision. A number in parentheses indicates tate year of last reapproval. A superscript epsilon f ri indicates an editorial ehsaac since the last revision or reapprovd. I Scope occur at not more than 6 -in, (I 54.4 -mm) intervals.; 1.l This specification coven woven wire plaitei base, flat 4,5 Factory fabricated crimps for self-fumng woven wire or self -furring, with or without stiffener wires; and y+ ih or plaster base shall provide a nominal t/. -in. (6.4-MM),,separa- without backing, designed for use as a base 6receive gypsum tion between the back ,plane of the plaster tiasc and the or portland cement based plaster. surface of solid backing to permit embedment in both 1.2 The values stated in inch -pound units are, to be directions, regarded as the standard. 4.6 Width of woven wire plaster base shall be not less than 341/2 in. (876.3 mm). 2. Referenced Documents 4.7 Length of wdven wire plaster base shall be in accord- ance with Table 3. 2.1 ASTM Standards: A 641 Specification for Zinc -Coated (Galvanized) Carbon Steel Wire' D 2103 Specification for Polyethylene Film and Sheeting 3 2.2 Federal Specifications: UU-B-790a Building Paper, Vegetable Fiber. Kraft,'Wa- terproofed, Water Repellent and Fire Resistant' . UU-P-31 B/Gen, Paper; General Specifications and Methods of Testing UU-P-31 B/171 Tensile Breaking Strength (Dry)` 3. Material 3,1 Wire, in accordance with Specification A 641, of not le -ss than the diameter specified in 4.1.2. 3.2 Backing, paper backing in accordance with Federal Specification UU-13-790a and plastic sheet in accordance with Specification D 2103. 4. Dimensions, Weight, and Permissible Variations 4.1 Openings: 4.1.1 Woven wire plaster base shall be fabricated to Provide the size of openings in accordance with Table 1, except that the maximum single opening shall be 4 in.' (2580.6 mm2). 4.1.2 Wire diameter shall be in accordance with Table 1. 4.2 Weight for woven wire plaster base shall .be* in `mordance with Table 2. The weight of the attached backing it Dot included. 4.3 Diameter tolerance for galvanized wire shall be in iccOrdanee with Table 3 of Specification A 641, 4.4 Factory fabricated stiffener wares shall be continuous, WhIlel to the long dimension of the plaster base, and shall }tea 4wifcation is under the jurisdiction of ASTM Gmamittee C-11 on t9Dsum and Rdatcd Buns Materials and Systems and is the direct responsi V") "Subcommittee C) 1 A2 on Specifications and Test Methods for Aeeessonim kdltel>ud Prwucu. Contest edition approved Aug. 29, 1986. Published October 1986. Originally �**d as C 1032 - 85, last previous edition C 1032 - 83. t'tnnkal Book ofAsTM Srandards, Vol 01.06. A411401 Book ofASTAf Standards, Vol 09,02. - "i4ble from U.S. Government Printing Office, Washington. DC 20102; S. Backing 5.1 Factory attached backing shall provide a one mesh wire to wire lap joint at one end and one edge of each flat sheet or roll. 5.2 Backing shall have a minimum tensile breaking strength (dry) of 20 lbf/in. (3.5 kN/m) width, as tested in accordance with Federal Specificaton UU-P-31 B, Method 171. 6. inspection 6. J Inspection of the material shall be agreed upon between the purchaser and the supplier as part of the purchase contract. `4g7 7. Rejection and Rehearing 7.1 Any rejection shall be based upon the specific cause of failure to conform to the requirements of this specification and shall be reported to the seller within ten working days from receipt of the shipment by the purchaser. 7.2 Claims for rehearing shall be valid only if made within 20 working days from receipt of notice of specific cause for rejecti on. 8. Certification 8.1 When specified in the purchase order, a producers' or suppliers' certification shall be furnished to the purchaser that the material was manufactured in accordance with this specification and has been found to meet the specified requirements. 9. Packaging And Package Marking 9.1 Packaging ---Woven wire plaster base shall be pack- aged in bundles or rolls. 9.2 Marking -When shipped for sale or resale, the name of the manufacturer or the supplier and the brand and description of the contents shall be legibly marked on each bundle or roll. The quantity for bundles shall be square yards and number of sheet per bundle. The quantity for rolls shall indicate the mesh -opening size and wire thickness. ---l-041-30/1 998 "16 0Z*" r9093601947,-JAENSONTWTRESE NIf'ANYMM�,. VAW- bb _ yN'{p` i � - ; �+rJ'1- �f•- }�y��Y.24�n�i��al A. _ , Tl { �' � nw � �' „� C 1 �32� � w �5n'! ♦' i N. ' lYL,, �E.'_t SMS Wi �WimatKla 8its`o1 Opselnp- TABLE f f' "w^g1,.91,itt �I.(111R!)i WMI�DliirMAII. UI.(nIT) .w`.�1,. M♦11(mYf11W�I�:Ii �Of $�.of Op"<'r 1(25.1) . 1 OS01c.01.i�f a (2sy 1�tIN Y,� ft 1.74(0.1.4 2. TABLE J Mln(mum langtlf of Flat ShOSU and RoUs" . I ^ Flat Sheels .100 flheer 41. •(2.5{p mj . Hae , 150 Wipe R (45.72 m) Rata, with OscMV 1110 Dneo It. (30.A8 m) • AoOwspy varfaticna a►+W De n0 greeter f11en. fn (618,0 rtxn) in width Or larglh. rhi Air *- Sooiery lef TeVl'ng and Mamflafa taken no poSltMn feSpect/rrg the valklhy W an � wt(A any /fem menrbnld in Mu aW Ivd qs" d this alandard Me ea y �" t rights a-erted in oongsof/on patent dghb" and Me flair of Intl ' preaaty.dnasd the determ nafk» of th• i*ldlry of sny Such Mgemenr ni lyucA r/DMa. ere emiroy N1elr own rat0anslDilr2y. This sf&V&d t3 'Subfiw to revfarion Of snY Hm1 by 111 faepolslb/e teChnktl Il not reviSad. Mw r o"d or w' cO�lfln/ffetr and must be tgvlewsd ev /lY and SAmid ft ssedASrq Mtdd" ,. oommsnta am /nv/fad Iiflw'*r mvgial Of this stwdard or lot ddW a y an0 aotdrasaed to o,, m Hendqueftas. YOW comrnarfls wkl ter - cary1W e0naidersfion at a meeting of th. Ospo slble techrrioy Commlttse wnkh You may now.!1 you (pl fl)al your tommenb hav* not rscelved a felt hearing You Shouts make your v*wa known 10 the ASTM CommlflM an Styyerda, 1918 Raee St.. PM/IdefpnN, PA 1910$ 488 4 2 ' mat 64-nUTM fZ, - Q � wf q" /lw!?eo I dsk c�&p 1 qqr 00 .b '"2,� 3© 2l qZ I