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04-6175 (SOTB)BUILDING & SAFETY DEPARTMENT P.O. Box 1504 (760).777-7012 78-495 CALLE TAMPICO -FAX (760) 777-7011 LA QUINTA, CALIFORNIA 92253 INSPECTION REQUESTS �(76.0)1777-7153 BUILDING PERMIT 'Application Number . . . . . !04-00006175' Date 10/14/04 Property Address 78380 HIGHWAY.111 APN: 604-050-048- - - Application description . . . STRUCTURES OTHER THAN BUILDINGS -\ Property Zoning . . . COMMUNITY COMMERCIAL Application valuation 4948 Owner Contractor -------------- - ---------- - ------- ---------------------------------- MADISON PTM LA QUINTA PRIMUS CONTRACTING GROUP, INC 71361 SAN GORGONIO RD 1409 SO. 600 WEST, SUITE D RANCHO MIRAGE, CA 922.7-0� BOUNTIFUL; UT 84010 D WCC: STATE FUND WC: 1705181.2003 10/01/04 N®V CSLB: 814726 11/30/04 —-- TA CCC: B ---------- FItdAN ---------------------------------------------------------------------------- Application Number . . . 04-00006175 r ------PP------------------.---------------- - - - - -- - -- ? `.F- - - -- Permit . . . BUILDING PERMIT Additional desc Permit Fee . . . . 72.00 Plan Check Fee 46.80 Issue Date Valuation 4948 Expiration Date 5/14/05 Qty Unit Charge Per Extension BASE FEE .`' ,\45.00 3.00 9.0000 THOU BLDG'2,001-25,000 '27.00 ----------------------- Special Notes and Comments* Temporary wood framed deck at construction trailer. (370 sqft) ---------------------------------------------------------------------------- Other Fees . . . . . . . . . ENERGY REVIEW FEE 4.68 Fee summary Charged Paid Credited Due --------------------------------------------------------- Permit Fee Total 72.00 .00 .00 72.00 Plan Check Total 46.80 .00 .00 46.80 Other Fee Total 4.68 .00 .00 4.68 Grand Total 123.48 .00 .00 123.48 • ` l l P.O. Box 1504 • �// / VOICE (760) 777-7012 78-495 CALLE TAMPICO �/ FAX (760) 777-7011 La QulNra, CALIFORNIA 92253 4 4 INSPECTIONS (760) 777-7153 BUILDING & SAFETY DEPARTMENT Application Number: Applicant: �� Applicant's MailAdd-Fess: Architect or Engineer: Architect or Engineer's Address: Lic. No.: BUILDING PERMIT DECLARATIONS LICENSED CONTRACTOR'S DECLARATION I hereby affirm 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 Class License No. Date Contractor OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors' State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she 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).): U 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 and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself or through his or her own employees, provided that the 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 or she did not build or improve for the purpose of sale.). 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). U I am exempt under Sec. . B.& P.C. for thiWeason Date `� WORKERS' 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 and policy number are: Carrier Policy Number 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 pro isions. Date v Applican WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($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. CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name Lenders Address APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this 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 application, the owner, and the applicant, each agrees to, and shall, defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 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 county ordinances and state laws relating to building construction, an hereby authorize representatives of this co ty to er up �nbove -mentioned property for inspection purposes. Date Signature (Applicant or Agent): .. �' R F STRUCTURA_1-CONSULTANTS, INC. 75-153 MERLE DRIVE, STE. B, PALM DESERT, CA 92211 t PHONE (760) 836-1000 FAX (760) 836-0856 E- MAIL R. FRANGIE@VERIZON.NET AUGUST 31, 2004 MADISON DEVELOPMENT 71361 SAN GORGONIO ROAD RANCHO MIRAGE, CA. 92270 Attn.: Mr. ED ALDERSON Re.: DECK AT CONSTRUCTION TRAILER LA QUINTA, CA. 92253 JOB NO.: 4221 DEAR Mr. ALDERSON in regard of the above mentioned project, and as per our conversation at the job site on August 25, 2004, we submit the following: 1- Follow the attached detail "A", B", and "C" and the framing plan for the temporary wood framed deck at the front of the construction trailer Verify the above information with the building department prior to application. If you have any questions please do not hesitate to call our office at the above listed phone number. Zeyad Faqih P.E. �t''�QROFESSiON Ov yPp M. pglF No -57958 m m Exp. 06-30-0 x� CIVIL 9TFCF CALlFO��\P attachment (8) 78080 .ham //,' CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE 8Y #0154MMlNMOF fit. K ONGW IF SIE APPROVES# NABS MO CK ARE NIX 04 it ;OEL3 1'i MT1106-RI�Am (944 � . �1 j• , +- �� �1 �J it .� 't� �. :,� IV -7 =r7l 9 QL ��� 9/ � � �� �� �C ..i;�. h. .:...ay.:,�Ty�m +n3.�s.«ai Ms 1+_'f.'a'?Re:-s .T.•;tlC� .,�6^�YIL'1'w�jyi.R@� fF COMPANY PROJECT WOOU'Works' . R F STRUCTURAL CONSULTANTS: INC. // 4, 1 Aug. 31, 200410:27:23 %�B Slir'n+•ANFHiB tv;}bfJf£.t7fti' �i,� �� �y �a � ri. Design Check Calculation Sheet Sizer 2002a I LOADS: ( lbs, psf, or plf ) L'ad Type DisL.I.ibution Magnitude Location ;ftl Pattern Lave 2U fv @d = Start End Start End Load? I,,ad.l Dead u). 1. Area 8.00 (8.00) > 338 No 1:,oad2-Live fb/Fb' = 0.31. Full Area 60.00 (8.00)* fb = No 4' l3' Dead ".- • :1.02.. Value 3'4 2 Value 102 Lave 2U fv @d = 2400 £v' = 720 Total 822 buiiding( ) 2742 338 822 1080 fb/Fb' = 0.31. Bending(-) fb = 601 Bearing: 1.078 fb/Fb' = 0.56 Live Def1'n 0.01 = Length 1.0 .L/360 1.8 1.0 Lumber -soft, D.Fir-L, No.2, 3*8' h�E Self Weight of 4.31 plf automatically included in loads; Lateral support: top= full, bottom= at supports: Load combinations: ICC -IBC: SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in) Cri lerion Analysis Value Design Value Analysis/Design thea! fv @d = 86 £v' = 95 fv/Fv' = 0.91 buiiding( ) ib = 338 Fb' = 1080 fb/Fb' = 0.31. Bending(-) fb = 601 Fb' = 1.078 fb/Fb' = 0.56 Live Def1'n 0.01 = <L/999 0.13 = .L/360 0.06 Total Def1'n 0.01. = <L/999 0.20 = L/2.40 0.05 ADDITIONAL DATA: FACTORS: F CD 011 C CL CF CV Cfu Cr LCH Fb'+= 900 1.00 1.00 1.00 1.000 1.20 .1.000 1.00 1.00 2 Fb'-= 900 1..00 1.00 1.00 0.998 1.20 1..000 .1.00 1.00 2 tv' = 95 1.00 1.00 1.00 2 Fc•p'= 625 1.00 1.00 - 1. .6 mi. IJion 1.00 1.00 2 Be;ndirz,:iH : LCH � = Dal:.-, M = 61.7 lbs -ft ri:nding(-): 1,C"Y 2 = DrL, M = 1.097 lbs -ft shear. LCH 2 = D+L, V = 1371, V@d = 1039 lbs Deflection: LCH 2 = D+L Ei= 127.02e06 lb-in2 Total Deflection = 1.50(Dead 'Load Deflection) + Live Load Deflection. (D=dead L=]Ave 3=snow W -=wind I=impact C=construction CLd=concentrated) "Al. L ".. are: listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. A-- - f -7 �b k r COMPANY PROJECT CK R F STRUCTURAL CONSULTANTS, INC. WoodWorks Aug. 31, 2004 10:59:12 rr llcnHF lKIN »'ilOfF ltl:rY:N Design Check Calculation Sheet Sizer 2002a LOADS: lbs, psf, or pif ) Tributary Width (ft) - MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : ri $ r'`^k s z 4„y� .,.k Y�^y ,Kr� w.Y� .az a �, ,�,t,:� F r B,� xF� „� N..�+S'�'k �Kg`�.u'.;��z v ��6 �s p � � �r 'r X� t✓"�_. ,� w' 0.. . . 7,-9,. Load Type Distribution Magnitude Location ,ft? Pattern Live 9+0 fav/E'v' = 1.3C 930 fb = 1883 Fb' = 1080 Start End Start End Load? 1064 0.26 = L/363 0.26 = L/360 Loadl Dead Full Area 8.00 (4.00,)` 0.31. - L/299 N0 0.80 DESIGN NOTES: Load -2 Live Full Area 60.00 (4.00)* 1.1 No 1 i Tributary Width (ft) - MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : ri $ r'`^k s z 4„y� .,.k Y�^y ,Kr� w.Y� .az a �, ,�,t,:� F r B,� xF� „� N..�+S'�'k �Kg`�.u'.;��z v ��6 �s p � � �r 'r X� t✓"�_. ,� w' 0.. . . 7,-9,. Lumber -soft, D.Fir-L, No.2, 2x8" 0� Self Weight of 2.58 plf automatically included in loads; Lateral support: top= full, bottom= at supports: Load combinations: ICC -IBC: This section FAILS the design check WARNING: This section violates the following design criteria: Bending Shear SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in) C.:riterion ;Pad" 134 _ 134 Shear Live 9+0 fav/E'v' = 1.3C 930 fb = 1883 Fb' = 1080 To_a1. 1:064 1064 0.26 = L/363 0.26 = L/360 9eari.ng: Tota.) Def.lection.= 1..50(Dead Load Deflection) + Live Load Deflection. T;,;al Defl'n 0.31. - L/299 0.39 = L/240 0.80 DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. Lena t.1) 1.1 1 i Lumber -soft, D.Fir-L, No.2, 2x8" 0� Self Weight of 2.58 plf automatically included in loads; Lateral support: top= full, bottom= at supports: Load combinations: ICC -IBC: This section FAILS the design check WARNING: This section violates the following design criteria: Bending Shear SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in) C.:riterion jAnalysis Value I Design Value Anal sis/Desai n FACTORS: I? CD CM Ct CL CF CV Cfu Cr LCN Shear fv @d = 124 Fv' = 95 fav/E'v' = 1.3C Ben?:ing(+•) fb = 1883 Fb' = 1080 fb/Fb' = 1.74 / Bending(+): LCB 2 = D+.L, M = 2062 lbs -ft 1•i.:e D<•fl.'n 0.26 = L/363 0.26 = L/360 0.99 Tota.) Def.lection.= 1..50(Dead Load Deflection) + Live Load Deflection. T;,;al Defl'n 0.31. - L/299 0.39 = L/240 0.80 DESIGN NOTES: �j ADDITIONAL DATA: FACTORS: I? CD CM Ct CL CF CV Cfu Cr LCN 1.00 1.00 1.000 1.20 1.000 1.00 1.00 2 Fv' = 95 i.00 1.00 1.00 2 Fcp'= '625 1.00 1.00 - E' _ 1.6 mi ll. ion 1.00 1.00 2 Bending(+): LCB 2 = D+.L, M = 2062 lbs -ft Shear. LCB 2 = D+L•, V = 1064, V@d = 898 lbs Deflec:t'ion: LCB 2 = DA -L EI:- 76.21e06 lb-in2 Tota.) Def.lection.= 1..50(Dead Load Deflection) + Live Load Deflection. (D=dead L=Ii.ve S=snow W=w.ind r=.i.mpact C==construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. �j COMPANY PROJECT .;. p R F STRUCTURAL CONSULTANTS. INC. WooakC Aug. 31, 2004 10:08:13 S011114ReR)rl WOOL) DE'S M.N1 Design Check Calculation Sheet F Sizer 2002a ADS: (lbs, psf, or plf ) Load Type Distr.ib_rtion Magnitude Location [ft] Pattern Shear 320 t'ora1 Start End Start End Load? Load1 fb = Full Area B.Oq (1.6.0)` Rearing: No 1:ead2 Live Full Area 60.00 (16.0)* L/360 No *Tr.ibutary Width (in) MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : Or. I _ . . _. 8, Dead ' 53 Value 53 Live 320 Shear 320 t'ora1 373 95 373 Bending(+) fb = 681.- Fb' = Rearing: fb/Fb' = 0.55 Li.ve De.f1'n 0.10 = Length 1.0 L/360 1.0 Lumber -soft, D.Fir-L, No.2, 2x8" Spaced at 16" c/c: Self Weight of 2.58 plf automatically included in loads; Lateral support: top= full. bottom= at supports: Repetitive factor: applied where permitted (refer to online help); Load combinations: ICC -IBC; SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in) Criterion Anal sis Value Design Value Analysis/Design Shear fv @d = 44 Fv' = 95 fv/Fv' = 0.46 Bending(+) fb = 681.- Fb' = 1242 fb/Fb' = 0.55 Li.ve De.f1'n 0.10 = L/993 0.27 - L/360 0.36 Total Defl'n 0.1.2 = L/795 0.40 = L/240 0.30 ADDITIONAL DATA: FACTORS: F CD ;'M Ct CL CF CV Cfu Cr LCH Fb'+= 900 1.00 .1.00 1.00 1.000 1.20 1.000 1.00 1.15 2 v' = 95 1..00 1.00 1.00 2 FcN•'= 625 1..00 1.00 - E' - 1. mi.11ion i..00 i.00 2 Bending(i-): LC([ 2 = D+L, M = 745 lbs -ft Shear : LCH 2 = D+ L, V = 373, V@d = 31.6 lbs Deflection: LCI( 2 = D+.L ET 76.21e06 lb-in2 'notal Deflection 1.50(Dead Load Deflection) + Live Load Deflection. C- de d ,=..ive S ovW=:-a._nd T=impact C=c construction CLd=concentrated) (All LC's are Listed in' the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. �a . ,q JSV?. 4 OIX I- .. hrv1,t�+�l P.REST VUKSIC ARCHITECTS �:.�.�_pg) 1 t ATKW an _ n r.-\\_... � ;.. ''r---__-_- _ _ :r. • �"1�•?J.:.�L�t �� / �'-LT,`1 �`i {k \ 1: �� ol Amp `�N.. {''���� •�' t Qom'' /'� r•:��s.1L , pl,�L_ .✓� �a°� •w /mcua` .t rMr�'�. '�>�''Cj� j/t} l+i - -_'7"'` �t-'`c.-/-_..,M1l �;" i/i �! ' %..•" _ a � °1' ..�: •,qJ){I f .oG ��:_ � �l , (E�� 1•�" r�� 1�� ii �./+i •-g' HI. .4' ..i: 5 �S�' 29. W. _ . 4 U �1 �/ f (: 4�[�Sh!EIIJY gi.Y)EYy.Vi we F{ mw` I Z a IR .. .r COMtv1ERCIAL PROJECT T- — �, Z"", 7Hf 'PL4iA @ POIM HIPPY' nay. «ztNeR or • NI6tR/n 111 0014 t. CA C 3 ST. LA OVERALL 81TE PLAN I •—SWEI'•.YP GO -- IM1fAW!FNi60f SEIIVCE Wepp'!m!rT,A'CCD)� _c A1.0I Earth Systems �� Southwest 79-811B Country Club Drive Bermuda Dunes, CA 92203 (760)345-1588 (800)924-7015 FAX (760) 345-7315 e. March 31, 2004 Madison Development 71-361 San Gorgonio Road Rancho Mirage, California 92270-4140 Attention: Mr. Ed Alderson Subject: Plan Review File No.: 07074-03 04-03-819 CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DA ____----- BY Project: The Plaza @ Point Happy NWC Highway 111 and Washington Street La Quinta, California Reference: 1. Earth Systems Consultants Southwest, Geotechnical Engineering Report for Proposed Commercial Development, NWC of Washington Street and Highway 111, La Quinta, California, File No.: 07074-01, dated March 8, 1999, revised March 24, 1999, Document No.: 99-03-759. 2. Earth Systems Southwest, Addendum to Geotechnical Engineering Report for Point Happy Development, NWC of Washington Street and Highway 111, La Quinta, California, File No.: 07074-03, dated December 17, 2003, Document No.: 03-12-766. 3. Tilden Engineering, Structural Plans and Details for the Proposed Parking Structure at The Plaza, Point Happy, La Quinta, California, Sheets S 1.0, S2.0, and S2.1, Tilden No.: 2003-47 (Prest Vuksic Project No.: 22034), plot date March 1, 2004. 4. Knapp and Tang Structural Engineers, Inc., Structural Plans and Details for the Proposed Commercial Project at The Plaza, Point Happy, La Quinta, California, Sheets S2.0, , S2.1, S3.0, S3.1, and S3.2, (Prest Vuksic Project No.: 23051.1), dated March 19, 2004. In accordance with your request, we have reviewed the referenced geotechnical engineering report and addendum for the proposed commercial buildings and parking structure to be located on the northwest corner of the intersection of Highway 111 and Washington Street, Point Happy Development, La Quinta, California. Based on our review of the referenced plans it is our opinion that the plans are in compliance with the referenced reports. Except as mentioned above, it is our opinion that the referenced documents are applicable to the proposed development. We make no representation as to the accuracy .of the dimensions, measurements, calculations, or any portion of the design. of it oFficie Z March 31, 2004 - 2 - File No.: 07074-03 04-03-819 Should you have any questions concerning our addendum report please give us a call and we will be pleased to assist you. .Sincerely, a�'Y E S SIO,y EARTH SYSTEMS SOUTHWEST o oN L. ST9q�<'c W U N0.2rn She ton L. Stringer Exp. 6-30-04 GE 2266 ~slCFOr CHN��'P��P qTF F Distribution: 2/Madison Development OC A0F�� 4/Prest Vuksic Architect I/RC File 2/BD File EARTH SYSTEMS SOUTHWEST .rPi.n�ki_ai� .fa i� iIL-. y �\ � : a�Nl�• I H ---' � �SIGNNGE � �IGNA � y 1. 1 ® ®a -� T�Ti�?r TE1��3T ► �TI�� l�iiFM N nA wm.or.� ass.c�u wm.crw wss.cxv wm.orei ci m.rna+ EAST ELEVATION suit i�.ra OPEN PARKING GARAGE ANALYSIS ORIENTATION S.F. WALL S.F. OPEN PERCENT OPEN NORTH SIDE 5,878 S.F. 2,185 S.F. 37.2% EAST SIDE 862 S.F. 461 S.F. 53.5°h WEST SIDE 862 S.F. 461 S.F. 53.5% TOTAL r. 7,602 S.F. 3,107 S.F. 40.9% AVERAGE NORTH ELEVATION sma; W • ro NORTH ELEVATION ecus: W • ra wa��": - - - - Y- - _ -. CITY OF LA QUI T BUILDING &SAF NTA er.9ro+ mm.cre. E'TY DEPT. APPROVED FOR CONSTRUCTION WEST ELEVATION sine ur•rQ DATE_ BY D cc�tEod= aPA � 2004 � 78-3 0 !iW 111 PRIEST VUKSIC ARCHITECTS IN C O R P O R A T E D n42. El I A E0 Bl E. °.6 PALM CE9ER'f. CA 921°° 1°0.719•°]9J TCL 7°0.719.999° P/VC mmmmcm.waOCItl1,mU 6000,Series Viyntilators 6000 Series Ventilators Page 1 of 1 Compact, curb -mounted roof ventilators with low-pitched roofs to resist sagging under snow loads and to provide stability against wind pressures. Model 6100 Exhaust or positive pressure relief. Serve as discharge hoods for mechanical exhaust systems or as gravity ventilators. Model 6200 Outside air-intake. Can be used with makeup air systems and air conditioning equipment. Both models feature heavy -gauge galy. steel construction with welded base section. Hood bolted to base allows removal. All 6000 Series ventilators may be used with Model 8100 roof curbs to complete your installation. For complete information on our 6000 Series Ventilators, please request catalog #6000 or click here. Custom Dampers & Louvers A VENT PRODUCTS CO., INC. 1901 South Kilbourn Ave. Chicago, Illinois 60623 Email Voice Fax sales@ventproducts.com 773-521-1900 773-521-5613 Copyright ©1998,1999 vent Products Company, Inc. hosted by �.Ra�r Lt 6�LV� Outside Illinois, Toll Free 1-800-368-8368 r Air.. Awwwftd� Ej httn • //www.vdntDrod. com/catalog/6000_series_ventilators.htm -3/24/04 VENT PRODUCTS CO., INC. 1901 South Kilbourn Avenue Chicago, Illinois 60623 Telephone: 773/521-1900 Outside Illinois: 800/368-8368 FAX: 773/521-5613 CERTIFICATION & SUBMITTAL MODEL 6100 RELIEF EXHAUST VENTILATOR Curb Mounted STANDARD SPECIFICATIONS • HOOD: 16 gauge galvanized steel. • BASE SECTION: 16 gauge galvanized steel. • CONSTRUCTION: Base section continuously welded. Hood is bolted to base. • BIRDSCREEN: 19 gauge 1/2" x 1/2" galvanized steel • FINISH: Standard Mill. • MINIMUM SIZE: 12" x 12" • MAXIMUM SIZE: 60" x 120" Type text in this area. FORM NO. 6102E (White Color) © 2002 Vent Products Co., Inc. (CO) e —42 18 x 16 Mesh aluminum insect screen. —46 3/4" Expanded aluminum birdscreen. —47 1/2" x 1/2" x 19 gauge. PVC coated birdscreen. —86 Aluminum construction. —88 Paint grip material construction. —96 Anti -condensate coating under hood. NOTE: For Roof Curbs, refer to 8000 series catalog for complete details. Printed in U.S.A. SUPERSEDES FORM NO. 6102D PERFORMANCE DATA MODEL 6100 Relief Exhaust Ventilator Curb Mounted �--- ° 1 ------- �— F i l -------------- ------------ E y Ir-- A MODEL 6100 DIMENSIONS �.o .50 3 U .30 Z a .20 0 M 0 .10 W a N .04 CL .m U F ce N m Im PERFORMANCE INFORMATION 2m 30C) 400 500 tom 2 - - THROAT VELOCITY FPM Performance information derived from testing size 36" x 36" units in accordance with AMCA Standard 210-74, Wth test set-ups as per figures 12 & 15. For units less than 9 sq. ft. throat area, increase static pressure 1500%. Data is not certifiable. Example: 2000 cfm. Model 6100 Select size 24" x 24" 1000 F.PM. throat velocity. Static Pressure — .30 ins. WG x 1.5 — 0.45 ins. WG 8000 Series Roof Curbs and Equipment Supports 8000 Series Roof Curbs and Equipment Supports 8200 Model Equipment Supports Certified load carrying capabilities for concentrated or uniform loading. . Model 8210 Equipment Supports . Model 8220 Equipment Supports . Model 8230 Equipment Supports Page 1 of 1 A full line of durable, heavy-duty, prefabricted roof -top, equipment suppor products designed to meet or exceed NRCA requirements, fiberglass insulated or uninsulated models. Available in varying heights, with and without cant strips, 1 1/2", 3 1/2", and 5 1/2" wide. 8100 Model Roof Curbs For steel, concrete or wood -deck applications. . Model_8110_Roof.Curbs . Model 8120 Roof.Curbs . Mod e1.8130_ Roof Curbs . ModeI..8160.Ropf.Curbs 8000 Series Accessories . Model 8600 Curb Adapter . Model 8700 Curb Adapter For complete information on our 8000 Series Curbs and Supports, please request catalog #8000 or click here. Custom Dampers & Louvers I VENT PRODUCTS CO., INC. 1901 South Kilbourn Ave. Chicago, Illinois 60623 Email Voice Fax sales@ventproducts.com 773-521-1900 773-521-5613 Copyright ©1998, 1999 vent Products Company, Inc. hosted by Outside Illinois, Toll Free 1-800-368-8368 lkttn://www-ventt)rod.com/c I atalog/8000—series—roof curbs.htm 3/24/04 VENT PRODUCTS CO., INC. 1901 South Kilbourn Avenue Chicago, Illinois 60623 Telephone: 773/521-1900 Outside Illinois: 800/368-8368, FAX: 773/521-5613 T.M. CERTIFICATION & SUBMITTAL MODEL 8120 ROOF CURBS STANDARD 3" - 450 CANT STEEL DECK PLATE: Continuous welds on shell seams, STANDARD SPECIFICATIONS 0.0.— I.D.o T .D.I.D.—oT )ENSITY RIGID SULATION , 5,. H PTIONAL LINER • SHELL & BASE 18 ga. galvanized press formed PLATE: steel. Continuous welds on shell seams. • INSULATION: 3 Ib. per cu. ft. density, rigid fiberglass. • WOOD NAILER: Fir, factory installed • AVAILABLE `T" MODEL 8121: 1-1/2" - standard. DIMENSIONS: MODEL 8123: 3-1/2". MODEL 8125: 5-1/2". NOTES 1. -MINIMUM RECOMMENDED "H" = 10" 2. Large units, depending on freight requirements are shipped knocked down in multiple sections for field assembly. Type text in this area. FORM NO. 81220 (White Color) © 2002 -Vent Products Co., Inc. (CO) CONCRETE DECK OPTIONS —51 R = More than 3" —52 No nailer —53 Treated wood nailer —54 Oversized wood nailer —55 Neoprene gasket 1 1 /2" or 2" x 1 /4" (please specify) —60 18 ga. galvanized liner —61 .063" Aluminum liner —62 Damper holding base —63 Burglar Bars 1/2" diameter —65 One way pitch —66 Two way pitch —71 Pipe curb assembly (accommodates 2 pipes 3/8" thru 1" and 2 pipes 1" thru 2"1 —72 Pipe curb assembly (accommodates single pipe 2" thru 6") —81 16 ga. construction —82 14 ga. construction —86 Aluminum construction Printed in U.S.A. SUPERSEDES FORM NO. 8122C FSPEPORTTM ICBO Evaluation Service, Inc. ER -2469 Reissued July 1, 2001 • 5360 Workman Mill Road, Whittier, California 90601 • www.icboes.org Filing Category: SKYLIGHTS AND SMOKE VENTS (232) BRISTOLITE SKYLIGHTS BRISTOL FIBERLITE INDUSTRIES, dba BRISTOLITE SKYLIGHTS 401 EAST GOETZ AVENUE POST OFFICE BOX 2515 SANTA ANA, CALIFORNIA 92707 1.0 SUBJECT Bristolite Skylights. 2.0 DESCRIPTION 2.1 General: Bristolite Skylights are skylights with glazing of approved plastic materials formed to a dome shape. Figure 1 and Tables I through 5 contain further information. All series are available in both curb -mounted and self -flashing models. See Table 1 for general description of the skylight models. 2.1.1 S Series: The S series uses 0.125 -inch -thick (3.2 mm), one-piece fiberglass domes fabricated in 3 -ounce (85 gram) fiberglass roving impregnated with polyester resin and classi- fied as CC1 plastic. The self -flashing version is mounted to a ! 4 -inch -high (102 mm) frame with 23/4 -inch -wide (70 mm) mounting flange formed from 6063-T5 aluminum. The dome edge is covered by a continuous, No. 26 gage [0.019 inch additional48 mm)], galvanized steel angle.See Table 3 for description. 2.1.2 AS Series: The AS Therm -o -weld series uses acrylic plastic domes, classified as CC2 plastic and recognized in Evaluation Report ER -2576. These domes are chemically fused to a fiberglass frame consisting of 3 ounces (85 grams) of fiberglass roving impregnated with polyester resin and classified as CCI plastic. The self -flashing version is i mounted to a 4 -inch -high (102 mm) frame with a 23/4 -inch - I wide (70 mm) mounting flange formed from 6063-T5 aluminum. See Tables 2 and 5 for additional description. i i 2.1.3 AL Series: The AL Alumi-lite series uses acrylic plastic domes, classified as CC2 plastic and recognized in Evalua- tion Report ER -2576. These domes are attached at the fac- tory to a retaining frame fabricated from 6063 T5 aluminum. The self -flashing version is mounted to a 4 -inch -high (102 mm) frame with a 23/4 -inch -wide (70 mm) mounting flange formed from 6063-T5 aluminum.See Tables 2 and 5 for addi- tional information. 2.2 Installation: 2.2.1 Curb -mounted Units: The curb is minimum 2 -by -6 lumber, sized to the inside dimensions described in Table 2. This curb must allow the plastic dome edge to be at least 4 inches (102 mm) above the roof plane. The roof covering is then removed. The opening is cut into the roof, and damage to rafters must be avoided. The curb is mounted to the roof deck to the satisfaction of the building official. No. 26 gage (0.48 mm) corrosion -resistant metal flashing, 14 inches (356 mm) wide, is bent into an "L" shape with a 31/2 -inch (89 mm) vertical leg. Flashing is 5 to 6 inches (127 to 152 mm) wider than the opening. The leg is cut at the curb width, with the end tabs bent flat. These pieces are placed under shingles at the high end of the openings. A second flashing piece is prepared similarly, except the ends are cut and bent to wrap around the curb. The two pieces are coated on faying surfaces with mastic and bonded together. The sides of the opening are flashed with 12 -inch -wide (305 mm), L-shaped pieces lapped 3 inches (76 mm) under the previous piece and under the shingles. A bottom piece of flashing is placed. Each flashing piece is nailed to the curb at the joint. A continuous caulking bead is placed on top of the curb. The skylight is set on top of the curb and positioned to allow a 1/4 -inch (6.4 mm) gap between the unit and the side of the curb. The unit is then nailed to the curb according to Table 4. Nail heads should be 1/16 inch (1.6 mm) from curb to permit movement. 2.2.2 Self -flashing Units: Self -flashing units must not be installed on a wood shake orwood shingle roof. The opening is cut into the roof and damage to rafters must be avoided. The edges of the opening are framed with nominal 2 -inch - wide (51 mm) lumber. A 4 -to -5 -inch -wide (102 to 127 mm) band of roofing mastic, 1/4 inch (6.4 mm) thick, is applied around the opening. The unit is then set into the mastic and fastened according to Table 4. The flanges are covered on the sides and top with a roof covering. 2.3 Identification: Each skylight is identified by a label bearing the Bristolite Sky- lights name and address, the plastic dome thickness and classification, the evaluation report number (ICBG ES ER -2469), and a safety label warning of risk of fall. 3.0 EVIDENCE SUBMITTED Data in accordance with the ICBG ES Acceptance Criteria for Plastic Skylights (AC16), dated April 1997, and the ICBG ES Acceptance Criteria for Skylightswith Plastic Frames (AC79), dated April 1994. 4.0 FINDINGS That the Bristolite Skylights as described in this report comply with the 1997 Uniform Building Code TM, subject to the following conditions: 4.1 Skylights are installed in accordance with this report, manufacturer's instructions and Section 2603.7 of the code. 4.2 The maximum roof live load is 20 pounds per square foot (958 Pa). 4.3 The maximum roof wind -uplift load is 13 pounds per square foot (622 Pa). 4.4 The AS series is installed only where nonrated roof coverings are permitted. This report is subject to re-examination in two years. E REPORTS— are not to be construed as representing aesthetics or• any other attributes not specifically addressed, nor are they to be ommendation for its use. There is no warranty by ICBG Evaluation Service, construed as an endorsement of the subject of the report or a rec Inc., express or implied, as to any finding or other matter in this report, or as to any product covered by the report. 0z, Copyright © 2001 Page 1 of 5 ER -2469 Page 2of5 TABLE I—GLOSSARY OF MODEL TYPES TABLE 2—BRISTOLITE ACRYLIC SKYLIGHTS INSIDE CURB OPENING—DOME THICKNESS—DOME RISE TYPES: AS -CM, AS -SF, AL -CM, AL -SF, ACS -CM, ACS -SF For SI: 1 inch = 25.4 mm. ALUM. RETAINER CCI FIBERGLASS CCI ONE-PIECE FIBERGLASS CC2 ACRYLI OOMEPURAOD CURB MOUNTED SELF FLASHING CAP RETAINER SKIRT DOME MODEL TYPE DESCRIPTION X X S -CM CCI FIBERGLASS DOME X X X CCI FIBERGLASS DOME X X S -SF THERM -O -WELD ACRYLIC DOME X }( X AS -CM X X THERM -O -WELD ACRYLIC DOME X AS -SF ALUMI-LITE ACRYLIC DOME X X X AL -CM X X AL -SF ALUM[ -LITE ACRYLIC DOME X X THERM -O -WELD ACRYLIC CIRCULAR X X ACS -CM X X ACRYLIC CIRCULAR ACS -SF THERM -O -WELD TABLE 2—BRISTOLITE ACRYLIC SKYLIGHTS INSIDE CURB OPENING—DOME THICKNESS—DOME RISE TYPES: AS -CM, AS -SF, AL -CM, AL -SF, ACS -CM, ACS -SF For SI: 1 inch = 25.4 mm. ER -2469 Page 3 of 5 TABLE 4—MINIMUM NUMBER OF SKYLIGHT ATTACHMENT FASTENERS MODEL SIZE THICKNESS—DOME RISE TYPES: S -CM, SSF (Nominal I.D.) SKYLIGHTS INSIDE CURB OPENING—DOME 12 1919 TABLE 3—BRISTOLITE FIBERGLASS DIMENSION 16 RISE (Inches) 20 3737 INSIDE CURB (inches) DOME THICKNESS (inch) DOME MODEL SIZE (Nominal) STA. PROD. LINES S -CM, SSF 141/,4 X 141/4 0.125 5 1414 X 221!4 x 221/4 0.125 5 2222 48 141/4 x 221/4 0.125 1446 1422 X 221/4 x 461/4 0.(25 5 2246 X 221/4 x 72 0.125 7 2272 X 221/4 x 96 0.125 10 2246 X 301/4 x 37 0.125 5 3037 X 48 x 96 0.125 l0 4396 X 4669 34 3689 For St: l inch = 25.4 mm. 4896 40 48120 44 TABLE 4—MINIMUM NUMBER OF SKYLIGHT ATTACHMENT FASTENERS MODEL SIZE CURB -MOUNTED SELF ALCM, AS -CM, ACS -CMS SSF, AS-SF (Nominal I.D.) FASTENERS ASHING 12 1919 12 2222 16 3030 20 3737 24 4646 28 4848 28 5555 32 7070 40 7575 44 8484 44 9292 48 1422 14 1446 20 2237 20 2246 22 2272 28 2296 34 3037 22 3046 24 3069 30 3096 36 3496 36 36120 44 3746 26 3775 32 3859 30 4669 34 3689 40 4896 40 48120 44 5460 40 6096 42 24 dia. 9 31 dia. 9 43 dia. 9 54 dia. 9 67 dia. 9 91 dia. 21 For SI: l inch = 25.4 mm. I Fasteners are 6d corrosion -resistant common nails. 2Fastencrs are 16d corrosion -resistant common nails. TABLE 5—MINIMUM NUMBER OF DOME RETAINER FRAME FASTENERS ASHING MODEL SIZE ALSF� (Nominal LD.) AS -SF, SSF, ACS -SF LSF, ACS-SFt 4 Chemically Fused s 1414 8 1919 4 8 2222 8 8 3030 8 12 3737 12 12 4646 12 16 4848 12 16 5555 16 20 7070 16 20 7575 16 24 8484 20 28 9292 20 8 1422 6 10 1446 8 10 2237 8 l0 2246 8 14 2272 10 18 2296 12 10 3037 10 10 3046 10 14 3069 12 18 3096 14 18 3496 16 26 36120 20 12 3746 12 16 3775 14 14 3859 14 16 4669 14 20 4689 16 22 4896 16 23 48120 20 16 5460 16 22 6096 18 8 24 dia. n/a 8 31 dia. n/a 12 43 dia. n/a 16 54 dia. n/a 16 67 dia. n/a 28 91 dia. n/a ` For SI: l inch = 25.4 mm. INo. 8 stainless steel screws. ER -2469 Page 4 of 5 SEALANT BY OTHERS CONTINUOUS 26 GAUGE 1/8' STL. GALVANIZED Il POP RIVETS @ EE STL, ANGLE ANCHOR 16'o.c. MAX. ROOFING BY OTHERS 1/4' CURB BY20T ERS vOOD y ROUGH OPENING MODEL: S -CM CONDENSATE PROVISION FIBERGLASS DOME _.--- FASTENER CONTINUOUS NO. 26 GAGE ALUM. 'SF' FRAME GALVANIZED STEEL ANGLE ANCHOR ROOFING B BY OTHERS Y OTHERS . ROUGH OPENING MODEL -S-SE ACRYLIC DOME 'THERM -O -WELD' FRAME CURB SEALANT ANCHOR BY OTHERS 2X (1 1/2� WIDE WOOD CURB BY OTHERS ROOFING BY OTHERS ROUGH OPENING MODEL : AS -CM ACRYLIC DOME CONDENSATE PROVISION 'THERM -O -WELD' FRAME SANTOPRENE GASKET ALUM. BRACKET FASTENER A ROOFING ALUM. Sf' FRAME BY OTHERS ROUGH OPENING ANCHOR MODEL : AS -SF FIGURE 1 ER -2469 Page 5 of 5 ACRYLIC DOME CONDENS47E PROVISION ALUM, PERIMETER CAP SANiOPRENE GASKET CAP FASTENER 2X (1 112 WIDE WOOD ANCHOR CURB BY OTHERS ALUM. CM' FRAME ROOFING BY OTHERS ROUGH OPENING MODEL :.AL -CM ACRYLIC DOME CONDENSATE PROVISION ALUM. PERIMETER CAP yWTOPRENE GASKET GIP FASTENER ALUM. 'Sr FRAME ANCHOR ROOFING BY OTHERS ROUGH OPENING MODEL : AL -SF FIGURE 1—(Continued) 0 ,%;3MWd he ICBO Evaluation Service, Inc. National ed by Standards American National Standards Institute 5360 WORKMAN MILL ROAD - A subsidiary corporation of the EVALUATION REPORT Copyright © 2000 ICBG Evaluation Service, Inc. WHITTIER, CALIFORNIA 90601-2299 International Conference of Building Officials ER -2656 Reissued June 1, 2000 Filing Category: ROOF COVERING AND ROOF DECK CONSTRUCTION—Roof Covering (202) EXTRUDED CONCRETE INTERLOCKING ROOF TILES MONIER LIFETILE LLC 7575 IRVINE CENTER DRIVE IRVINE, CALIFORNIA 92618-2930 1.0 SUBJECT Extruded Concrete Interlocking Roof Tiles: Roma, Classic "100," Homestead, Mission "S," Shake, Slate, Split Shake, Split Slate, Country Shake, Country Slate, Country Split Shake, Country Split Slate, Cedarlite, Espana, EspanaTejas, Capri, Villa, Sentry Classic and Traditions. 2.0 DESCRIPTION 2.1 Materials: 2.1.1 Regular -weight Tiles: The extruded concrete roof tiles are interlocking elements having the dimensions and configurations shown in the ac- companying table and figures. Accessory tile units are avail- able for ridge, hip and gable areas. The regular -weight tiles are composed of portland cement and selected sand aggre- gates. The mix proportions are accurately maintained to en- sure tile production in accordance withthe specifications. An- chor lugs, located on the underside of all tiles except Cedarlite, overlap wood battens, purlins or spaced sheathing for anchorage in the plane of the roof. Holes are provided in each tile forfastening where required bythe installation. Inter- locking ribs are provided on the longitudinal edges of the tiles to restrict lateral movement and provide a water stop. In addi- tion, transverse bars are provided on the underside to serve as weather checks. Mineral coloring oxides are either applied to the exposed surface in a cementitious material or mixed in- tegrally with the tile mixto produce athrough-colored product. The tiles are cured to reach required strength before ship- ment. See Table 1 for product designations, dimensions and installed weights. See Figure 1 for the profiles. 2.1.2 Lightweight Tiles: Duralite tiles are manufactured in the same manner and size, and with the same profiles, as reg- ular -weight tiles, but the tiles are comprised of portland ce- ment, lightweight aggregate and proprietary ingredients. See Table 1 for product dimensions and installed weights. 2.1.3 Cedarlite: Cedarlite tiles are manufactured in the same manner as regular -weight tiles, except they are com- prised of portland cement, lightweight aggregates and propri- etary ingredients, and have a wood shake appearance and flat backside. 2.2 Installation—New Construction: 2.2.1 General: Installation shall be in accordance with Tables 15-D-1 and 15-D-2 of the code, except as noted in this report. Care must be taken to ensure both horizontal and ver- tical alignment on the roof. Foreign particles must be cleaned from all interlocking areas, to ensure correct fit and prevent water damming. Cracked or broken tiles must not be installed or allowed to remain on the roof. 2.2.2 Sheathing: Sheathing must be structurally adequate to support the loads involved. At a minimum, spaced sheath- ing boards must be nominal 1 -by -6 lumber spanning a maxi- mum of 24 inches (610 mm). Solid and spaced sheathing must be fastened in accordance with the code. 2.2.3 Underlayment: Tiles installed on roofs with slopes less than 21/2:12 (21 % slope) are considered decorative only, and must be applied over an approved roof covering, subject to local building official approval. On roofs with slopes of 21/2:12 (21% slope) to less than 3:12 (25% slope), an approved built-up roof applied in accor- dancewith Table 15-D-1 of the code oran approved single -ply roof membrane assembly must be installed prior to installa- tion of the tiles. On solidly sheathed roofs with slopes of 3:12 (25% slope) to less than 4:12 (33% slope), underlayment may be as de- scribed in this section for roof slopes of 21/2:12 (21 % slope) to less than 3:12 (25% slope), or may be a single layer of Type 90, granular -surfaced, asphalt roll roofing, or two layers of Type 30 felt installed shingle fashion, or other approved single -ply systems installed in accordance with the cod a or an ICBO ES evaluation report. Over solid sheathing, on roofs with slopes of 4:12 (33% slope) or greater, underlayment must be one layer of mini- mum Type 30 felt either complying with ASTM D 226 or recog- nized in an ICBO ES evaluation report, and must completely cover the decking. When the tiles are installed over spaced sheathing, the un- derlayment must comply with the ICBO ES Acceptance Crite- ria for Concrete Tile Underlayment on Spaced Sheathing (AC08). The underlayment must be draped over the rafters, with a 4 -inch (152 mm) headlap and a 6 -inch (152 mm) side - lap. Underlayment must be lapped over hips and ridges, and lapped or laced through the valleys. Hip and ridge nailers must also be covered. See Section 2.2.9 for application of underlayment in areas subject to roof ice buildup. 2.2.4 Battens: 2.2.4.1 Cedarlite Tiles: Battens installed for Cedarlite tiles must be nominal 1 -by -3 wood. The battens must be fastened as described in Section 2.2.4.3, and spaced at 10 inches (254 mm) on center. The top edge of the Cedarlite tile must be aligned with the top of the batten. 2.2.4.2 All Other Tiles: Battens are required on solidly sheathed roofs with slopes below 3:12 (25% slope) in order to minimize membrane penetration, and above 7:12 (58.3% slope) to provide positive the anchorage. Battens must be fas- tened either with corrosion -resistant 8d common or box nails Evaluation reports ofICBO Evaluation Service, Inc., are issued solely to provide information to C1assA membersofICBO, utilizing the code upon which the report is based. Evaluation reports are not to be construed as representing aesthetics or any other attributes not specifically addressed norasan endorsement orrecommen- dation for use of the subject report. This report is based upon independent tests or other technical data submitted by the applicant. The ICBG Evaluation Service, Inc., technical staff has reviewed the test results and/or other data, but does not possesstest facilities to make an independent verification. There is no warranty by ICBOEvaluation Service, Inc., express or implied, as to any "Finding" or other matter in the report oras to any product covered by the report. This disclaimer includes, but isnot limited to, merchantability. Page 1 of 6 Page 2 of 6 ' or approved equal, spaced at 24 inches (610 mm) on center; or with 11/2 -inch -long (38 mm), 7/16 -inch -crown (11.1 mm), No. 16 gage, corrosion -resistant staples spaced a maximum of 12 inches (305 mm) on center. On roofs with slopes of 21/2:12 (21% slope) to less than 3:12 (25% slope), nominal 3/8 -inch (9.5 mm), decay -resistant wood lath strips are attached vertically to framing overthe un- derlayment, from eave to ridge, at 24 inches (610 mm) on center. Battens must be structurally adequate to support ex- pected loads, but not smaller than nominal 1 -by -2 boards, and must be fastened through the vertical lath with minimum 8d corrosion -resistant box nails or approved equal. When used on roofs with slopes of 3:12 to 21:12 (25% slope to 175% slope), battens must be fastened to the roof deck at a maximum of 24 inches (610 mm) on center. Battens must have provisions for drainage either by providing a 1/2 -inch (12.7 mm) separation at the batten ends every 4 feet (1219 mm), or by shimming with decay -resistant wood or strips of material such as asphalt cap sheet or shingles spaced no more than 12 inches (305 mm) on center. Battens must be spaced to maintain a minimum 3 -inch (76 mm) headlap when tiles are installed. See Section 2.2.9 for installation of battens in severe cli- mate areas. . 2.2.5 Eaves: An eave closure strip or other approved special accessory must be installed to ensure that the eave course of tiles lies in the same plane as the remainder of the fielc ' areas determined by local building officials to be subject to blowing dust or snow, eave closure strips are required with Espana and Mission "S" tiles. Where solid fascia material is attached to rafter ends and extends above the plane of the deckto act as afirst-course riser, an anti -ponding device must be used to support the underlayment. 2.2.6 Fastening: 2.2.6.1 Field Tile: Tiles shall be fastened in accordance with Tables 15-D-1 and 15-D-2 of the code. Tile nails shall be mini- mum No. 11 gage corrosion -resistant steel nails having a minimum 5/16 -inch (7.9 mm) head diameter, and sufficient length to penetrate /4 inch (19 mm) into framing or battens or through the thickness of the sheathing, whichever is less. When battens are not used, every file shall be nailed. Cedarlite tiles must be fastened to the sheathing with two nails per the in accordance with Table 15-D-1 of the code. As an alternative, on minimum 7/16 -inch -thick (11.1 mm) oriented strand board or minimum 15/32 -inch -thick (11.9 mm) plywood, a single buglehead wood screw, in the center fastener hole, may be used. The screw must be of sufficient length to pene- trate through the deck approximately 1/4 inch (6.4 mm) mini- mum. The screw head is driven to a point that allows the face end of the tile to lift 1/4 to 1/2 inch (6.4 to 12.7 mm) above the tile below. The buglehead screw must have a head diameter of 0.328 inch (8.3 mm) and a shank diameter, between threads, of 0.132 inch (3.35 mm). 2.2.6.2 Trim Tile: Nailer boards of sufficient height to ade- quately support hip or ridge tiles either must be fastened into framing with two 10d nails at 24 inches (610 mm) on center or two 20d nails at 48 inches (1219 mm) on center, or are se- cured using galvanized steel strapping or special galvanized steel attachment devices at 48 inches (1219 mm) on center. Each hip and ridge the is attached to the nailer board with one No. 11 gae, corrosion -resistant nail of sufficient length to penetrate /4 inch (19.1 mm) into or through the thickness of the supporting member. Nose ends must be set in a bead of roofer's mastic or an adhesive complying with ASTM C 920-87 that also covers the nail head. All rake tiles must be fastened with two nails. The junction of the field tile and the hip and/or ridge must be weatherproofed with a dry ridge/hip system, a bed of mortar or other approved bedding material in accordance with the manufacturer's instructions. 2.2.7 Flashing: Valley flashing must be in accordance with Section 1508 of the code. All other flashing must comply with __1TLr- • - - - ER -2656 Section 1509 of the code. Openings through the tile for pene- trations such as vents must be flashed in accordance with the code and supported by additional blocking or roof framing as required. Flashing around pipes, vents and flues shall consist of a sub -flashing at the deck and a top flashing fitted in with the tile application. Flashing for profile tile must be made of lead or other approved flexible material and must be formed to the contours of the tile. A weatherblock is required at headwalls, hips and ridges when installing Espana or Mission "S" tiles. Weatherblock is optional for all other profiles. Weatherblock materials include mortar, foil -backed pressure -sensitive adhesive, flexible met- al formed to fit the tile, preformed plastic, neoprene or metal formed to fit the tile, and coated rigid foam. 2.2.8 Broken Tile Replacement: The broken tile is first re- moved. If battens were used originally, existing nails, if any, are cut and new tile inserted. If no battens were used, the old fastener is removed and the hole in the underlayment re- paired with roofing cement. A 6 -inch -by -6 -inch -by -1/2 -inch (152 mm by 152 mm by 12.7 mm) plywood piece is nailed to the deck to act as a batten. The new tile is then inserted. 2.2.9 Severe Climate Considerations: In areas designated by local building departments as subjectto rooftop accumula- tion of sand, snow or rain driven by high winds, openings at hips, ridges and walls must be closed with metal or mortar, or approved sealant material. In areas subject to severe ice build-up atthe eaves, tiles must not be installed on roof slopes below 4:12 (33% slope). Roofventilation described in Section 1505.3 of the code must be provided. Horizontal battens must be installed on top of nominal 1 -by -4 vertical battens, to allow airflow between the roof deck and the installed tile. Vertical battens must be installed at 12 or 16 inches (305 or 406 mm) on center, or at up to 24 inches (610 mm) on center iffastened into rafters. Horizontal battens must be minimum 1 -by -4 wood, fastened through the vertical battens. All tiles are nailed through horizontal battens. In areas where basic wind speeds exceeding 80 mph (129 km/h) exist, directions in Table 15-D-2 ofthe code must be fol- lowed. Underlayment application must comply with Tables 15-D-1 and 15-D-2 of the UBC. 2.3 Installation—Reroofing Applications: 2.3.1 General: Reroofing shall comply with Chapter 15 and Appendix Chapter 15 of the UBC. Care must be taken to en- sure both horizontal and vertical alignment of tiles and bat- tens on the roof. Foreign matter shall be cleaned from all inter- locking areas. Cracked or broken tiles shall not remain on the roof. Damaged or rusted flashings should be replaced. Exist- ing framing must be adequate forthe additional load. The ex- isting roof must be inspected in accordance with Appendix Chapter 15, Section 1515, of the code. When installed over existing spaced sheathing boards, with orwithout battens, ei- ther plywood, or an underlayment complying with the code or an underlayment specifically recognized for this type of use in an ICBO ES evaluation report may be used. When installed over solid sheathing, one layer of Type 30 felt or approved equivalent underlayment shall be installed on the roof prior to application ofthe tile. In lieu ofthis underlayment, the building official may determine thatthe existing roof covering provides the equivalent underlayment protection. The minimum allowable roof slope is 3:12 (25% slope). De- tails not covered under this section are identical to those de- scribed in Section 2.2. Fasteners shall be of sufficient length to penetrate through the roof sheathing or a minimum of 3/4 inch (19.1 mm) into the structural framing, whichever is less. Battens shall be installed in accordance with Section 2.2.4. 2.3.2 Deck Preparation: 2.3.2.1 Asphalt Shingles: Wood batten strips shall be pro- vided for roofs with slopes over 7:12 (58.3% slope). 2.3.2.2 Rock or Gravel Roofs: The existing roof deck shall be swept clean of all loose rock and gravel. One layer of mini- mum Type 40 coated base sheet shall be applied to the deck ZA • Page 3 of 6 prior to installation of battens in accordance with Section 2.2.4. 2.3.3 Eave Preparation: Existing roof material shall be cut back to allow installation of a raised fascia board or eave clo- sure material, flush with the end ofthe roof sheathing in accor- dance with Section 2.2.5. 2.3.4 Flashing: New pipe flashing and minimum 24 -inch - wide (610 mm) metal valleyflashing shall be installed over ex- isting flashing. Existing chimney and wall -counter flashing shall be used only if they are in good condition and sufficient height exists to insert new tile flashing. Flexible flashing shall be used with profiled tiles. 2.3.5 Wood Shakes and Shingles: Existing wood shakes and shingles shall be removed and tiles installed as for new construction. 2.4 Roof Classification: When installed in accordance with Section 2.2 of this report, the roof tiles are noncombustible roof coverings in accor- dance with Section 1504.1 of the UBC. When installed over minimum 15/32 -inch -thick (11.9 mm) plywood, in accordance with Section 2.2 and in the reroofing applications described in Sections 2.3.1 through 2.3.4 of this report, the tiles are Class A roof coverings, in accordance with Section 1504.2 of the code. ER -2656 2.5 Identification: The underside of each field tile is imprinted with the Monier Lifetile LLC logo or the name Monier, Lifetile or Boral Lifetile. Pallets bear a tag with the Monier Lifetile LLC name and ad- dress, the evaluation report number (ICBG ES ER -2656) and the installed weight of the product. Cedarlite tiles also have an "M" imprinted on the top side of the tile. 3.0 EVIDENCE SUBMITTED Reports of tests conducted in accordance with the ICBG ES Acceptance Criteria for Special Roofing Systems (AC07), dated April 1999, and installation and quality control details. 4.0 FINDINGS That the extruded concrete interlocking roof tiles de- scribed in this report comply with the 1997 Uniform Building Code'", subject to the following conditions: 4.1 They are manufactured, identified and installed in accordance with this report and the manufactur- er's instructions. 4.2 They are manufactured at plants located in Phoe- nix, Arizona; French Camp, California; Gilroy, Cali- fornia; Lathrop, California; Rialto, California; San Bernardino, California; Kapolei, Hawaii; Hender- son, Nevada; Katy, Texas; and Tacoma, Washing- ton. This report is subject to re-examination in one year. TABLE 1 -TILE DIMENSIONS AND WEIGHTS TILE DESIGNATION INSTALLED WEIGHT1 (PSI) LENGTH (inches) WIDTH (inches) HEIGHT (inches) Espana - Regular weight 9.0 17 123/8 3 - Duralite 5.5 17 123/8 3 Espana, Tejas 9.0 161/2. 131/8 23/4 Mission "S" - Monier 2000 9.5 161/2 13 21/2 Capri - Regular weight 9.5 17 123A 21/8 - Duralite 5.5 17 123/8 21/8 Sentry Classic 9.5 161/2 13 21/4 Villa - Monier 2000 9.3 161/2 13 21/8 Duralite 5.8 161/2 13 21/8 Roma 9.3 161/2 13 2 Classic "100" 9.5 161/2 13 13/4 Shake, Country Slate, Country Shake, Colonial Slate, and Split Shake - Regular weight 10.3 17 123/8 11,4 Shake, Sentry Slate, Country Shake, Country Slate, Country Split Shingle and Country Split Slate (Split Slate -Texas plant only) - Regular weight 10.3 161/2 13 11/4 Homestead 9.5 161/2 13 11/4 Split Shake and Slate Flat - Tradition 10.3 161/2 13 111/16 - Premium Duralite 7.4 161/2 13 111/16 Cedarlite 5.6 131/2 13 3/4 Monier 2000 Split Shake and Monier 2000 Slate 9.5 161/2 13 1 Duralite Split Shake and Duralite Slate 5.7 161/2 13 1 For SI: 1 inch = 25.4 mm, 1 psf = 0.0479 kPa. llnstalled weight was determined with a 3 -inch headlap. Page 4 of'6 Espana® Tejas Espana Mission "S Milla .Capri° ER -2656 Split ShakeO, Split Shingle Country Shake, Country Slate ti Traditions � Homestead Classic 100 FIGURE 1—TILE PROFILES Sentry Classic, Roma CedarLite- Hip 'I Rim Des It should be noted that the Wmallation of hip nim tiles, whether flat or profile, is similar. The options for hip trim tiles lie in the vinous treatments of end condition detailing. Field dies should be cut to within an avenge of W* of nailer board. Nal! each trim with a corrosion -resistant nail of suffident length to penetrate nailer board a minimum 3/4'. Cut tiles wldaout mil holes may be drilled, notched and nailed or affixed with the adbaive, wire aallor tau file dips. Roofer's mastic or tie adhesive must be applied at hadlap to cover nail hole. Provide a minimum 2' hadlap. Hold back hip miler 6' from eave edge Suggested miler sixes for Mission are 2' x 6'. All others require 2' x 4'. When couivabmens arc used, the miler board mus be increased accordingly Seep pitches may require redm toa in nailer board sirs. Nott Mission mast be sealed In aH xeglons. 2' x 8' milers may be necessary when using high barrel brim. FIGURE 2—TYPICAL INSTALLATION DETAILS Page 5 of 6 _EU ER -2656 it should be noted that the installvion of rake trim tiles, whether flat or profile, is similar. The options for rake aim tiles lie in the various treumenu of end condition detailing. Note_ For additional Woe" in RYa" aubJW to etrm- st-4 high= or sooty accomutadon, a minlmtrm t' dab of the adbesfve is remmmeadd u orer}ap. Facmry-fitdshed butt and exposed—pi2m tldrk end baud ridge Bum rake tiles to course above Cut off hod end of fico rake dies so kaory-finisbed bun end is flush ratb eve mute d lec Two con on•rssistaat oailt per rake the of sufficient knigh to peomate the nailer or buge bond rminlmum of y4' (lad minimum). CLOSED VALLEY Standard dosed vaUey treatment Cm tiles trot attached to batten or batten mender must be attached by wire and/or adheshe or nut die dips No. 28 gorge (minimum) plvanired ribbed valley flashing No. 26 gauge G90 galvanized ribbed valley flashing Minimum I' standumg seam splash divww Remove portion of the headlug where the rem on metal flashing to pm vent wafer damming. FIGURE 2—TYPICAL INSTALLATION DETAILS—(Continued) Fag®6' of'6 " 3" minimum ER -2656 Rainguttess should be minimum 5" or 6" depending on pitch. 111e overhang should be kept to a minimum (1h" typical) '/2" Recommended" "NOTE: Oved=g for Monier 2000, and Duralite Flat must not be less than 11/4'. Typical Ridge Condition MonierLifetile Metal Eave Riser/Closure Strip Trim is to be bstened with one corrosion -resistant nail of suffident lengdt to penetrate nailer board a minimum of 3/4'—lod minim um. Trim tile covers field file minimum 3'. Undedayment carried over or carried under ridge nailer. Optional second layer of fell over nailer board as wewherblocic Place last battea V/r' from center of ridge nailer_ In severe climate areas, the ridge must be sealed with metal, mortar, mastic or pressure sensitive adhesive where the meets ridge board. Roofer's mastic or the adhesive must be applied at headlap to cover nail hole. STEP 1 Undtatasmeot / ✓/. �i nue flashing must extrod 6' from Cone or ///• be mmpldeW sealed m the uaialanamt. AccWa$ STEP 2 •_ ` —.T• "til, xowlWemaccept Aahlyq + STEP 3 —Standard Galvanized or lead Flashing p: u�• must tamd a minim= 6' from 16e coot, for fly .. 9' on prof 1. Wer �' i" • On ahon corse k4dom pipe toWr or salam is required •'t_ ,:; : it Vii::. : t::r•: - Steered Oasbtogs mus, be mdmd into pipe or capped t1:S.Ct ............ .._i.'...�_.., - ... <. ...'•f:o .... _., . 5ide Crimps are optional in all reotmi for profile ales, use lead or oibu 8bible-wpe auhins minimum 18' sldn around roof projcai, aurdf to We wish appro'e t roofe's Matic + r. FIGURE 2—TYPICAL INSTALLATION DETAILS --(Continued) / , 05/20/2005 22:41 PRIMUS, Comeooting ¢rs,rp, enc_ 7149624797 TILDIN Request For I PAGE 01 r. F, r11"Ition 164 C61NIFIO)NG FFI: 1 J Thu lelond-c. (3) on thg second deck of tho partelr,p rtr,4>�h,ro aro 12Adnel dvwwly :t the Mcl;uarod 4er+ PD--P26,PC'-P3, and at PB• 1*2.li)..With the infill bf concrete behind the curbs, and the robar mac al acceptable to pcur the islands without adding tho dowels at the radlused ends? (see attached pht At grid lire P26, between A.1 and A>:, we have Incorporated vertical dowels in the island mat, fi4r to block ofi an opening undee the second floor walkway (see attached pholoa), These vertical dov legs turned buck Into the horizontal mat for the ir,,Irallrt Will UMl.e he 2dequmta for thio ehort section hiAVU f 1 ser., wait 13orning up rnrougl, tht: pt deck dfreetly under me elms wall? za e Answer �� ,�f' iS acceP�a%% fD hoar' ��� /S,✓�'7'!�S �ti/1�061f fl+P �l//,7w``e�S ``S h ow rJ oar ��r��s ,rZ i 31 Oellef�u*, Vaee 'f1� '� v � rr • , e 5/go/t Post -It” FaX (vote 7671 Data S �� Q pages) �o Co./bept. j'/?7!!�� Plaza 8i PWnt Happy - --- 178370=66 t iighway_111 j La QUlnta. �A 9'2b: Prows Project # 0312 Jobsite Phone: 7eU-771.4324 Jobsite Fax '160-771-4764 Prim 1.1% sex # 7Go) 77 -76 Fax fl Co tra%ting group, (ne. F1#: 160. Msw*r Raquestea FromAutKored By 1 RFI DOW •i11b1;%)V5� Frank A ridiiquez Scott 3d Date Re-ji ired: St W. 0p9 Qresl-Vuksic Architectc rrimua Cor trach g {croup, 11 ec Date Ansu.iered> ' 72.4324 EI Paseo, Ste 86 Palm Desert, CA 922,60 75-110 StCharles Palm Dese: harlo , CA. Plea:, Ste 13 92211 RF1 tmpvr;ancc: Urgent Autrhdr RFI. ftrntler 1tjU Subil.pt 1111!' Dowels c>n 5t;coici floor ot• pt deck for Islznda pivision 03 Field C• nditi 904ttmpact Arreoueit toot sure 9ched.Inipfoct.„Qey ;; Not Sura t7lNglttipp_. Not Sure C,)iacsclin„ • C61NIFIO)NG FFI: 1 J Thu lelond-c. (3) on thg second deck of tho partelr,p rtr,4>�h,ro aro 12Adnel dvwwly :t the Mcl;uarod 4er+ PD--P26,PC'-P3, and at PB• 1*2.li)..With the infill bf concrete behind the curbs, and the robar mac al acceptable to pcur the islands without adding tho dowels at the radlused ends? (see attached pht At grid lire P26, between A.1 and A>:, we have Incorporated vertical dowels in the island mat, fi4r to block ofi an opening undee the second floor walkway (see attached pholoa), These vertical dov legs turned buck Into the horizontal mat for the ir,,Irallrt Will UMl.e he 2dequmta for thio ehort section hiAVU f 1 ser., wait 13orning up rnrougl, tht: pt deck dfreetly under me elms wall? za e Answer �� ,�f' iS acceP�a%% fD hoar' ��� /S,✓�'7'!�S �ti/1�061f fl+P �l//,7w``e�S ``S h ow rJ oar ��r��s ,rZ i 31 Oellef�u*, Vaee 'f1� '� v � rr • , e 5/go/t Post -It” FaX (vote 7671 Data S �� Q pages) �o Co./bept. j'/?7!!�� C4• Nnon� +t Fneno n sex # 7Go) 77 -76 Fax fl L0/Z8 39ddr GOi' N3HS 110DS ignat(ara 5!18(2005 i :h me are located at () eight- is it I e ectloil of a rmu wall h f1ve approximate All . u wmn, ao wt will i i 1 r C•/,'IrU wa/� I bq/bTYl Pql pv:LT 500Z/6T/50 b9LbILL09L bZ:8i 5002/ZZ/50 �i, `•j,��iti„!��,�t�, adl.rr.; d )ta . ;`�`17a17�.�d�.hll;,� II!3:Yl .. ..... ....!rJtlllSll, . �;�.' �a:i�+i ,',J:.Qa. - 7i' I 11�� j!1 '' �I�i'•:i.";.`.r:.: u�+1p,}ytn f,a w: 'f, qi Ifr;,n•'- iri✓N��",�y-.:.,....,,;.: '... �` ,aG'. �w_+�,.w4.• ��,",�1; saf i���`�. t1lN!J1Io rl W,iu�,r�ij I�i>$ii4cr,,,,. ..,,drnA(111{�)i�xifl,��I;I! 1.:'ii•!':._,w.^,icf9(�91:}n� 1141 Q111,11., Nil N 05/22/2005 18:24 7607714764 SCOTT SHERROD PAGE 03/07 soozi�>:�s gio Z 22,04: Z0 . 39dd N I Q71 1 Z54oZ96btt tib:zz sooz/tlz/50 05/22/2005 18:24 760 7714764 930 3fta IR r 9 jo v o2va 00 39Vd SCOTT SHERROD PAGE 05/07 NITIll L60Z960% it, :ZZ sooz/oz/go 05/22/2005 18:24 7607714764 SCOTT SHERROD 9 j° £ aid, EG 39Vd NIQ-lI1 L6LbZ96VTL PAGE 04/07 Ib:ZZ 900Z/0Z/50 ,