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04-3831 (CONR)� o BUILDING & SAFETY DEPARTMENT Box 1504 (760).777-7012 7 � 495 CALLS TAMPICO FAX (760) 777-7011 LA QUINTA, CALIFORNIA 92253 INSPECTION REQUESTS (760) .777-7153 BUILDING PERMIT Application Number . . . . . X04-0&003831_ Date 7/19/'04 Property Address . . . . . 79440 HIGHWAY 111 . APN: 649.-020-999-4.. -31172 - Tenant nbr, name "SHELL" BLDG #4 Application description . . . NEW COMML - OTHER NON-RESIDENTIAL Property Zoning . . . . . . . REGIONAL COMMERCIAL Application valuation 308797 Owner Contractor --------=--------------- ------------------------ KLEINE NEIL WAYNE KLEINE BUILDING AND DEV INC 41910 BOARDWALK A-10 41910 BOARDWALK, SUITE A-10 PALM.DESERT PALM DESERT CA 92211 PALM DESERT- CA 92211 (760) 776-4840 WCC: STATE FUND . WC: 176911303 12/01/04 CSLB: 390365 03/31/05 CCC: B -C27 ------ Structure Information SHELL B OR M OCC. ----- Construction Type. . . TYPE V - NON RATED Flood Zone . . . . . . NON -AO FLOOD ZONE Other struct info., CODE EDITION 2001 FIRE SPRINKLERS YES MIXED-USE OCCUPANCY SHELL PATIO SQ FTG 1125.00 FIRST FLOOR SQ FTG 5943.00 -- - - -- - - - - -- - Permit BUILDING PERMIT Additional desc Permit Fee . . . . 1371.00 Plan Check Fee 891.15 Issue Date Valuation 308797 Qty Unit Charge Per Extension BASE FEE 639.50 209.00 3.5000 THOU BLDG 100,001-500,000 731.50 --------------------------------------------------------------------=------- Permit . . . . ELEC-NEW COMMERCIAL Additional desc UNDERGROUND CONDUITS Permit Fee. 15..00 Plan Check Fee 3:75 Issue Date Valuation 0 Qty . Unit Charge Per Extension BASE FEE 15.00 P.O. BOX 1504 • 'GC�� 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT Application Number: O Applicant: Applicant's Mailing Address: VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: )- /7 • O A�qhitect or Engineer: Architect or Engineer's Address: 7493 C-nxs C-+ Pa- Vyv - �� - CSA- Lic. No.: C 1 a 3 I(; 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 Lic a is in full force and effect. License Clast r,2- %"] License No. �'/hJ� 6, Date Contractor 0- /ter Uhl /74. 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.). U I, 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. , BA P.C. for this reason Date Owner WORKERS' COMPENSATION DECLARATION 1 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 vyorkers' compensation insurance carrier and policy number are: Carrier �"1�—T>; V-74 AJ Policy Number_ %'7 (n9 _ I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date%'1`/'67 Applicant ('A4' U/ dirt 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 Lender's 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, indemnity 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 Pat the above info alio s correct I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representative of this `county tgon the above-mentioned property for inspection purposes. Date /91 Signature (Applicant or. Agent): f Page 2 Application Number . . . . . 04-00003831 Date 7/19/04 ---------------------------------------------------------------------------- Permit GRADING PERMIT Additional desc Permit Fee . . . . 15.00 Plan Check Fee .00 Issue Date . . . Valuation . . . . 0 Qty Unit Charge Per Extension BASE FEE 15.00 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL Additional desc . Permit Fee _. . . . 123.00 Plan Check Fee 30.75 Issue Date Valuation . . . . 0 Qty .Unit Charge Per Extension BASE FEE 15.00 6.00 9.0000 EA. MECH FURNACE <=100K 54.00 6.00 9.000O.EA MECH B/C <=3HP/100K BTU -----------------------------------=---------------------------------------- 54.00 Permit PLUMBING Additional desc - Permit Fee . . . . 57.00 Plan Check Fee 14.25 Issue Date Valuation . . . . 0 Qty Unit'Charge Per . Extension BASE FEE 15.00 1.00 15.0000 EA PLB BUILDING SEWER 15.00 6.00 3.0000 EA PLB WATER INST/ALT/REP 18.00 1.00 9.0000 EA PLB LAWN SPRINKLER SYSTEM ----.------------------------------------------------------------------------ 9.00 Special Notes and Comments COMMERCIAL SHELL BUILDING = 5,943 SQ.FT. TYPE V -N (B OR M PROPOSED) 2001.CODES. i [BUILDING INCLUDES AN NO BUILD EASEMENT AGREEMENT WITH NEIGHBORING PROPERTY (RADIOACTIVE)TO ACHIEVE A MINIMUM 20FT REAR SETBACK. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . ART IN PUBLIC PLACES -COM 1419.98 DIF CIVIC CENTER - COMM 320.92 ENERGY REVIEW FEE 89.11 DIF FIRE PROTECTION -COMM 344.69' Page 3 Application Number . . . . 04-00003831 Date 7/19/04 ---------------------------------------------------------------------- Other Fees . . . . STRONG MOTION (SMI) - COM 60.47 DIF STREET MAINT FAC -COMM 166.40 DIF TRANSPORTATION - COMM 10245.73 Fee summary Charged Paid, Credited Due Permit Fee Total 1581.00 .00 .00 1581.00 Plan.Check Total 939.90 600.00 .00 339.90 Other Fee Total 12647.30 .00 .00 12647.30 Grand Total 15168.20 600.00 .00 14568.20 CERTIFICATE OF COMPLIANCE ��tF Desert Sands Unified School District ��"A 47950 Dune Palms Road Q BERMUDA DUNES Date 7/19/04 La Quinta, CA 92253 rn RANCHO MIRAGE d INDIAN WELLS ^r No. 26191 (760) 771-8515 PALM LA QUINTAr y QINDIO O Owner L.E.W.K., LLC APN # 649-020-050-8 Address 79440 Highway 111 Jurisdiction La Quinta City La Quinta Zip 92253 Permit # Tract # Study Area Type Commercial No. of Units 1 Lot # No. Street S.F. Lot # No. Street S.F. Unit 1 79440 Highway 111 5943 Unit 6 -Unit 2 Unit 7 Unit 3 Unit 8 Unit 4 Unit 9 Unit 5 Unit 10 Comments "SHELL" Building #4 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 (spaces that do not contain facilities for living, sleeping, cooking, eating or sanitation) or replacement mobile homes. It has been determined that 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 Education Code Section 17620 and Government Code 65995 Et Seq. in the amount of $0.36 X 5,943 S.F. or $2,139.48 have been paid for the property listed above and that buililing 'permits aid/or Certificates of Occupancy for this square footage in this proposed project may now be issued. Fees Paid By CC -Pacific Western Bank -Leine Building Dev Check No. 242669 Name on the check Telephone 776-4840 Funding Commercial By Dr. Doris Wilson Superintendent Fee collected /exempted by Beth Schieferstine Payment Recd $0.00 $2,139.48 Over/Under Signature NOTICE: Pursuant to Government Code Section 66020(d)(1), this will serve to notify you that the 90 -day approval period in which you may protest the fees or other payment identified above will begin to run from the date on which the building or installation permit for this project is issued, or from the date on which those amounts are paid to the District(s) or to another public entity authorized to collect them on the District('s) behalf, whichever is earlier. NOTICE: This Document NOT VALID if Duplicated Embossed Original - Building Department/Applicant Copy - Applicant/Receipt Copy - Accounting ��. �.ur�� o. A Am- rW _ ADM— MG PHONEm (760) * 76-4840 FAX, (760) 776-4842 I wl w SUITE 112 SUITE 111 SUITE 110 P � Ct SUITE 109 SUITE foa: 1*0 SUITE 107 O SUITE 106 105 SUITE 104 103 NUITE 02 5 .0 9) 1 0 V' r) 1 0 C4 1 0 w w1 w 010 0 wim BUILDING1---- Mimi ail 0 1 w LDING-1--j" t , I 18' DIP WATER MAIN )47) jo '.CONSTRUCT A 12'p DI - WATER MAIN .EX 18 CLm/CmC - . WATER MAIN :'```CONSTRUCT 12" DI ,WATER MAIN el OFf I co(il/ 40 SUITE! SUITEj 'J. I T SUITE co . . . . . . . . . . . . . SUITE) sura(E .0 9) 1 0 V' r) 1 0 C4 1 0 w w1 w 010 0 wim BUILDING1---- Mimi ail 0 1 w LDING-1--j" t , I 18' DIP WATER MAIN )47) jo '.CONSTRUCT A 12'p DI - WATER MAIN .EX 18 CLm/CmC - . WATER MAIN :'```CONSTRUCT 12" DI ,WATER MAIN el OFf I co(il/ 01/26/2006 09: 33 Craig E. Anthony Fire Chief Proudly serving the unincorporated areas of Riverside County and the Cities of: Banning Beaumont Calimesa r,. Canyon Lake 4 - Coachella 0.0 Desert Hot Springs 4. Indian Wells 4 Indio Lake Elsinore La Quinta g Moreno Valley g Palm Desert 0 Perris . Rancho Mirage PO San Jacinto S• Temecula Board of Supervisors Bob Buster, District 1 John Tavaghone, District 2 Jeff Stone, District 3 Roy Wilson, District 4 Marion Ashley, District S 760-418-8140 STOKES PAGE 02 RIVERSIDE COUNTY FIRE DEPARTMENT Highway82-675 o,CA 92201 • . ax - January 18, 2006 Lench Design Studio, Inc. P.O. Box 450 La Quints, CA 92253 Re: Non -Structural Building Plan Review LAQ-06-BP-004 / 79440 Hwy 111 Ste. 101, 102,103, 104, 105, 106 Fire Department personnel have reviewed and approved the plans you submitted for the above referenced project. Please be advised the following conditions apply as a part of the conditions for the issuance of a building permit. 1) Fire Department approval is based upon the 2001 CBC requirements for Group B or M occupancies. It is prohibited to use, process or store any materials in the occupancy that would classify it as a Group H occupancy per Sec. 307 of the 2001 CBC. 2) The Fre Department is required to set a minimum fire flow for the remodel or construction of all commercial buildings using the procedure established in the 2001 CFC. A fire flow of 1500 gpm for a 2 -hour duration at 20 psi residual operating pressure must be available before any combustible material is. placed on the job site. 3) The required fire flow shall be available from a Super hydrant(s) (6" x 4" x 21/2" x 21/2') located not less than 25' or more than 165' from any portion of the building(s) as measured along approved vehicular travel ways. 4) Install a complete fire sprinkler system per NFPA 13. The post indicator valve and fire department connection shall be located to the front within 25'to 50' of a hydrant, and a minimum of 25' from the building. System plans must be submitted to the Fire Department for review, along with a planfinspection fee. The approved plans, with Fire Department Job card must be at the job site for all inspections. (Fine sprinkler riser kwakon should be placed within the building in rleladon to the approved location of the MC)P/V.) 5) Whenever sprinkler overhead mains of 4" size or larger are provided, the Riverside County Fire Department requires documentation from a structural engineer that the roof structural members will be capable of supporting the weight of the water filled mains and attached lines. Provide appropriate detailed documentation, with a wet stamp and signature, by the project structural engineer. 6) Install an alarm monitoring system for fire sprinkler system(s) with 100 or more heads (20 or more in Group I, Division 1.1 and 12 occupancies). Valve monitoring, water -flow alarm and trouble signals shall be automatically transmitted to an approved central station, remote station or proprietary monitoring station in accordance with 2001 CBC, Sec. 904.3.1. An approved audible sprinkler flow alarm shall be provided on the exterior in an approved location and also in the interior in a normally occupied location. A C-10 licensed contractor must submit plans, designed in accordance with NFPA 72, 1999 Edition, to the Fire Department for review and approval prior to installation. EMERGENCY SERVICES DIVISION . PLANNING SECTION . INDIO OFFICE 82-675 Highway 111, 2n� FI., Indio, CA 92201 • (760) 883-8886 • Fax (760) 863-7072 I. 01/26/2006 09:33 760-418-8140 STOKES PAGE 03 7) Install Knox Key Lock box, Model 3200, mounted per recommended standard of the Knox Company. if the building/facility is protected with a fire alarm system or burglar alarm system, the lock boxes will require "tamper" monitoring. Special forms are available from this office for the ordering of the Key Switch. This form must be authorized and signed by this office for the correctly coded system to be purchased. 8) All egress doors shall comply with CBC Sec.1003.3.1.8 for proper door hardware. 9) Install portable fire extinguishers per Trite 19, but not less than 2A1 OBC in rating. Contact a certified extinguisher company for proper placement•and.spacing of equipment. 10) Approved building address shall be placed in such a position as to be plainly visible and legible from the street and rear access if applicable. Building address. numbers shall be a minimum of 12° for building(s) up to 25' in height, and 24° in height for building(s) exceeding 25' in height. In multi -tenant buildings, businesses shall post the business name and suite number on back doors as well as the front. Suite numbers or letters must be a minimum of 6" in height. All addressing must be legible and of a contrasting color with the background. Please contact the Fire Department Planning & Engineering staff for final inspection prior to occupancy. Requests for inspections are to be made at least 72 hours in advance and may be arranged by calling (760) 863- 8886. All questions regarding the meaning of these conditions should be referred to the Fire Department Planning & Engineering staff at (760) 863-8886. Cc: City of La Quinta — Building Dept. .. H'.WEZWP Wage W&WROJECIMAft MLVl .09WkM.ebc Sincerely, Tracy Hobday Chief Fire Department Planner By Walter Brandes Fire Safety Specialist 01/26/2006 09:33 760-418-8140 STOKES PAGE 01 r v STOKES FAMILY l:\�'1'I.IIhIIISI:S, LLQ; Facsimile Transmission Date: f . L 6 Company: ATTN: 7FE12 Fax No.: 72770 / / . Phone No.: From: Scott Stokes Pages:--3—(Including this Cover) Principal If you do not receive all pages indicated, please call us at the telephone number below. REGARDING: CONFIDENTIALITY NOTICE The information contained in this facsimile is. legally privileged and confidential information intended only for the use of the individual or entity named above. If the reader of this message is not the intended recipient, you are hereby notified that any dissemination, distribution or copy of this facsimile is strictly prohibited. if you have received this facsimile in error, please immediately notify us by telephone and return the original facsimile to us at the address above via the United States Postal Service. Thank you. 44489 Town Center Way, Suite D-497 - Palm Desert, CA 92260-2789 Office (760) 250-8485 / Fax (760) 418-8140 Email: Scott-Stokes@dc.rr:com -7,1 - 4-40 A,� tit sve�l-c1 It to .. THERE ARE TWO BASIC VARIATIONS OF THE STONE INSTALLATION PROCEDURE. ' 1, The Standardinstallation procedure (which includes grouted and overgrouted) and 2, The Jointless or Dry -Stacked installation procedure. The Standard installation procedure leaves grouted joints between all stones. The Jointless or -Dry -Stacked installation procedure fits stones tightly together without: grouted joints. While much of the installation procedure is the same for both variations, differences will be noted throughout these instructions. Brick installation is covered under the standard installation procedure. Two components, flats,and corners, are used for most installations. Flats are appliedto the flat wall surface and are ordered in square feet. Corners are applied to outside corners and are ordered ,in •lineal.feet. .Using corners around window and door openings provides added dimension and ' depth and enhances the finished design. DETERMINE THE TOTAL "PROJECT SQUARE ' DETERMINE THE SQUARE FOOTAGE OF FLAT FOOTAGE by multiplying the length times the height of STONES REQUIRED for the project by multiplying the each surface area to be covered and then deducting the area of all lineal footage of corner stones needed by 1/2 (One lineal foot of openings such as doors and windows corner stones equals approximately 1/2 square foot of flat stone) 2 DETERMINE THE LINEAL FOOTAGE OF CORNER and subtracting this corner square footage from the total project STONES needed for the project by measuring the lineal square footage. This will give you the square footage of flat stone i feet of outside corner .areas to be covered including any doorways required. However. some extra quantity of flats is desirable for best r and windows that will have corners. fitting and for cutting and trimming. y" �r , t Prepare surface _ Ftg. 2 Trim stone to fit Fig. a Apply mortar Fig. a Install corners first 06103'- 02003ELDORADO �STONELLC ` " � OVER SHEETROCK, WALLBOARD, PANELING, PLYWOOD OR OTHER RIGID WOOD -RELATED SHEATHING Cover the wall surface with a weather-resis- rive barrier. The barrier shall be equal to that provided for in the U.B.C. Standard No. 14-1 for kraft waterproof building paper or asphalt -saturated rag felt. The building paper or felt shall be applied horizontally with the upper, layer lapped over the lower layer not less than 2 inches. Where vertical joints occur, the felt or paper shall be lapped not less than 6 inches. Then install a 2.5 lb. diamond mesh expanded metal lath or an 18 gauge woven wire mesh. Exterior applications will require a galvanized metal lath, however a non -galvanized black metal lath may be used for interior applications. Overlap lath sides by not less than 3/8 and lath ends by not less than 1". Attach the lath using galvanized nails or staples 6" on center vertically and 16" on center horizontally, pcne- trating studs a minimum of 1". (Be sure to attach the metal lath with the small cups pointing upwards.) Continuously wrap metal lath a minimum of 16" around all outside and inside corners. Then apply a 1/2" thick scratch coat of mor- tar over the metal lath and allow it to set. 'Use of OSB as backing material for our stone may cause cracking. OVER OPEN STUDS Apply paper -backed galvanized 3.4 Ib. 3/8" rib expanded metal lath to the studs using galvanized nails or staples every 6" vertically on stud centers with amini- mum I" penetration. Overlap lath sides by not less than 1/2" and lath ends by not less than 1 inch. For metal studs use cor- rosion-resistant orrosion-resistant self -tapping screws with a 3/8" head that pro- vides 3/8" minimum penetration beyond the inside metal sur- face. Then apply a 1/2" thick scratch coat of mortar over the metal lath and allow it to set 48 hours. OVER METAL PANELS Surface preparation is the same as for "over sheetrock, wallboard, paneling, plywood, or other rigid wood related sheathing (see above) except the metal lath should be attached using self -tapping screws with a 3/8" head that provides 3/8" minimum penetration beyond the inside metal surface. OVER CLEAN (UNPAINTED, UNSEALED, UN- .TREATED) BRICK, BLOCK, CONCRETE OR OTHER MASONRY SURFACES No surface prepa- ration is necessary, however for'added insurance to minimize cracking or bond failure, use a metal lath and scratch coat. Newly poured concrete surfaces should be examined close- ly to ensure the surface does not contain form oil or other types of release agents: A method to determine their pres- ence is by spraying surface With water. If water beads up or runs off the wall, the presence of a release agent is likely. If a release agent is present, acid etch, wire brush surface, or use a metal lath and scratch coat. It is imperative that the concrete surface is free- of form release contamination if lath and scratch coat is not used to ensure a proper bond. OVER PAINTED, SEALED OR TREATED BRICK, BLOCK, CONCRETE OR OTHER MASONRY SUR- FACES The surface must either a) be cleancd back to the original surface by sandblasting, water blasting, acid etching or wire brushing or b) have metal lath attached using corro- sion -resistant concrete nails with a scratch coat applied over the metal lath. OVER RIGID INSULATION BOARD Surface prepara- tion is the same as for "over sheetrock, wallboard, panel- ing, plywood or other rigid wood related sheathing" except the spacing for nails or staples should be 6" on cen- ter vertically .and 16" on center horizontally, penetrating studs a minimum of 1". - -h -f - �—Eldorado Sm Venin ' V We.hBeun .e B - i. (-hen wenn) I M.W 1<te --wa Join, I M sang cd, Mena Sminh Bd i Mom Sen;ne Bd { — EM—do Sro"e- Vey _ cmu Wall —Mom )oinm s vd Will h.oh.im Leen aer..) OVER CMU WALL OVER SHEATHING W-h.-Raini.e B.M.Wwha4k bli. Buri. Mml Wh Meal Lth S...h C_ S—h con, Moa. srw a BdMoa. $ming Bd 1RU__E$d..&St-V— (-h= Eldondo S, Vc aan.) OVER RIGID INSULATION OVER OPEN STUD FRAMING Eldorado Stone® detail drawings for installation over four basic substrates Mortar should be mixed to a firm but workable (not too wct, not too dry) consistency. 1 MORTAR MIX FOR STANDARD INSTALLATION (GROUTED JOINTS): Use Type N or Type S mortar mix as follows: A. SUGGESTED ND( -TYPE N MORTAR 6. ALTERNATIVE MIX -TYPE S MORTAR 2 PARTS TYP6N MASONRY CEMENT 8 PARTS TYPES MASONRY CEMENT 8 TO 6 PARTS MASONRY SAND 6 TO 7 PARTS MASONRY SAND WATERWATER .. OR OR - 1 PARTS PORTLAND CEMENT 2 YAMS PORTLAND CEMENT 1 PART LINE 1 PART LIME 2 TO 6 PARTS MASONRY SAND 6 TO 7 PARTS MASONRY SAND WATER WATER This mortar can be colored to complement the stone by adding iron oxide pigments available from your dealer. 2 MORTAR MIX FOR JOINTLESS/ DRY -STACKED INSTALLATION: A. SUGGESTED MIX 8 PARTS PORTLAND CEMENT 2 PARTS THMET MORTAR- (SEE IMPORTANT NOTE BELOW) . .7 PARTS MASONRY SAND WATER B.. ALTERNATE MIX AS . 2 PANTS PORTLAND CEMENT 1 PART LIME 7 PARTS MASONRY SAND BONDING AGENT AND WATER (PREBLENDED 1:1) C. ALTERNATE MIXR2 2 PARTS TYPES MASONRY CEMENT 7 PARTS MASONRY SAND BONDING AGENT AND WATER (PREBLENDED 1d) - 'Nott: for exterior applications use only "latex modified thinset for exterior use, meeting ANSI-A118A". For the best finished appearance, the Jointless/Dry-stacked mor- tar color should blend with the stone base color to help conceal 'the joint lines. Ask your dealer for mortar colors The mortar mix for Standard installation (sec above) may. be used for the Jointless/Dry-stacked scratch coat if desired, but may not be used for applying the stone. Fig. s Then install flat stones PROPER USE Carefully follow these recommended installation instructions and check your local Building Code requirements as these vary by area. Eldorado Stone® should only be applied to struc- turally sound surfacers incorporating good building practices It is important to divert water run-off away from stone surfaces by using cant strips, gutters and flashing. Run-off or splashing may stain the material Water run-off combined with severe freeze -thaw condi- tions can result in surface damage. The use of Eldorado Stone® Caps can be used to provide adequate run-off protection. Corner or flat pieces should not be used on exterior horizontal planes or to cap walls in high freeze -thaw areas Retaining walls must be water -proofed at the fill side and incorporate provisions for adequate drainage. Eldorado Stone® should not be used below water level or in appli- cations that subject the material to chlorine or chemicals that may discolor the stone. LAYING OUT THE STONE Before you begin, lay out a quantity of stone (25 s f. minimum) near the work area to give you a selection to; choose from, When installing stone, try to achieve a balanced pat- tern of shapes, sizes, colors, thicknesses and textures by selecting and mixing the various stones. Select and mix stones from different boxes throughout the installation. STARTING For standard installation procedure, Eldorado Stone is applied from the top down. This helps to keep the stone clean. For Jointless/Dry-stacked installation, stone is applied from the bottom up. Install the corners first for easiest fitting. Corner pieces have a long and a short return. These should he alternated in.opposite directions on the wall corner. FITTING STONES Stones should be installed with uniform size grout joints A consistent V2' or less space around the stones is desir- able. Long, straight, unbroken joint lines should be avoided When installing Eldorado Brick®, as well as coursed and horizon- tal styles of Eldorado Stone ; special attention should be given to keeping the work level Chalk lines should be snapped every 4° to 8° as a guide for keeping the installation level and then a level should be used during the installation of individual pieces. Also, it is of partic- ular importance to frequently stagger the joint lines both vertically and horizontally. TRIMMING STONES For best fit. stones can be cut or shaped using a hatchet, widemouth nippers or a mason's trowel edge. Straight cuts can be made with a diamond or carbide saw blade Cut edges Ftg. 6 Grout joints Fig. 7 Finish joints C �f should be turned so they are not visible (down when below eye level and up when above eye Icvel} To conceal cut or broken edges. cover them with mortar when grouting (back cutting the stone edges will also help with concealment). SETTING THE STONE Using a masons trowel, apply a 1/2" thick even layer of mortar to. the entire back of the stone. Then press the stone f irmly into place on the prepared wall surface, squeezing the mortar out around all edges. Using a gentle wiggling action while pressing the stone will ensure a good bond. For Jointless/Dry-stacked installations it's important when setting the stone, that the edges of the stone are prop- erly scaled with mortar to ensure satisfactory bond. This can be achieved by following these steps. 1. Apply workable mortar generously to the back of each stone to allow ample mortar to squeeze out around all edges of the stone as it is pressed onto the wall. 2. Right after setting each stone, use a mason's trowel or a margin trowel to remove any excess mor- tar and to fill any voids along the stone's exposed edges. This serves not only to help seal the stone edgcs but also allows for tighter fitting of following stones. 3. Just prior to setting each stone, apply a thin bead of mortar with a grout bag to the edges of all previously installed adjacent stone - If any mortar accidentally gets on the stone face, do not try to wipe it off as it will smear and stain the stone. The mortar should be allowed to set until dry and crumbly, and then brushed off with a dry whisk broom. WETTING THE STONE AND SUBSTRATE Under certain conditions the stone and substrate may need to be wetted. If the stone is being installed onto a very hot/dry surface or in a hot/dry climate. the stone and wall surface should be wet to prevent excessive absorption of moisture from the mortar. This can be done by spraying water onto wall surface and back of stone (you may also dip stone into a container of water). In either case the stone and the wall surface should be allowed to dry for a few minutes after wetting to eliminate excess surface water. For Jointless/Dry-stacked installations it will be necessary to wet the stones regardless of the weather conditions. For cold weather installations. applications should be protected from temperatures below freezing, so the mortar may set up properly as recommended in section "2104.3 Cold -weather construction" of the International Building Code. GROUTING THE JOINTS There arc three distinct grout techniques, each with their own unique look: Standard Joints (Raked), Dry -Stack Joints and Ovcrgrout Joints (Historically referred to as a sack finish). These three joint Fig. a Whisk away loose mortar finishes play a major role when it comes to finishing a job that has the look and feel of real stone. A Standard Joint (Raked) is achieved by laying each stone roughly one finger width apart from each other, then a grout bag is used to fill the joints with mortar, forcing grout into any voids. Be carcf ul not to smear grout onto the f ace of the stone. Any mortar that accidentally gets on the stone should be allowed to set until dry and crumbly, and then brushed off with a dry whisk broom. Dry -Stack joint stonework is accomplished by "dry" f itting each stone prior to installation. Each piece can be laid with vir- tually no joint. Even though you've used mortar to set the stone to the surface, when complete, the finished look will appear as though no mortar was used to install stone- However. it is sometimes desirable to do touch-up grouting to fill notice- able voids and to conceal cut or broken stone edges. Overgrout, an increasingly popular way to achieve an old- world look is a technique that tends to make the stonework appear rustic and aged. The grout overlaps the face of the stone, widening the joints and making them very irregular. It's impor- tant that the joint's mortar be applied without air pockets and are filled completely to the substrate- Overfill joints when applying grout. Mortar should be right between being too wet and too crumbly. The overgrout technique uses almost every stone shipped because broken edges can be hidden by grout. FINISHING THE JOINTS When the mortar joints become firm (normally 30-60 minutes), use a wooden or metal striking tool to rake out the excess mortar to the desired depth while at the same time forcing the mortar into the joints so as to thoroughly seal the stone edges. Be careful not to work the joints too soon or the mortar will smear. After working the joints, use a whisk broom to smooth the joints and clean away any loose mortar from the joints and stone face. Loose mortar and mortar spots which have set for only a few hours clean up easily and should never be allowed to set up overnight. CAUTION: Do not use wet brushes or sponges to wipe the joints or clean mortar off the face of the stone as it will smear and stain. Also, never use wire brushes or acid on the stone surface. CLEANING To clean dirt or other particles from the stone, use a granulated type detergent mixed with water and a soft bristle brush. If efflorescence occurs, as it does with most masonry products, it is usually caused by moisture migration through the masonry substrate when the stone is saturated. Once the moisture is on the masonry surface, it evaporates, depositing the dissolved salts in the form of efflorescence. The efflorescence will disappear naturally with time. To clean the efflorescence right away, scrub sur- face with a soft bristle brush and a solution of I part white household vinegar mixed with 5 parts water. COMPLETION Scaling the stone is not necessary, however it may be desirable for attaining deeper colors and for mini- mizing possible staining in certain applications such as "at grade where mud might splash onto the stone or on fire- places which are exposed to smoke and soot. Only good qual- ity masonry sealers that are of the "penetrating breathable" type and either Silanc or Siloxane based should be used. The scaler should be tested for color change on several loose stones before application, as sealers will darken stone. i r`t K 46AM Mauston: ernptoQM Ada), QA: E4W44e.eB4 ARM % AA: BM512-W4 Atwater, CA: BO:Yd OM4 Dallas, TX: 600!6634M indlanapoli%IN: 860 95.6w LUDEat>S TX; $Kn,-W 6224 IAemAll* TN: ex4o"M Oklahoma Cur. OIL- aoorsar-u4 0OW94 WE: OVJ459-82U ►heenh.AZ 83.6224 Ri6hmWW, VA: e6*'rb 2b Rome, NY: eo0155t? m Un Lake Cay, ur. UM4.2,404 Sari Aft", TX: GOW9024224 T*MA4 FL Sok# Otllot: 900r3%4Z24 No. 3289 F. 1 Metal Roof and Wall Systems SECTION 07610 Metal Roofing Spacifier: Notation 1;211 means that text following is a specifier's -tote or sample. PART t - GENERAL 1.01 DESCRIPTION # Speci*.ier: Do not alter paragraph "A" except by adding section title in brackets. A. General.- Furnish eneral: Furnish all labor, material, tools, equipment and services for all preformed I# choose one: roof, fascia, mansards, w.nopies, equipment screensj as indicated, in accord with provisions of Contract Documents. 2. Completely coordinate with work of all other trades. 3. Although such work Is not specifically indicated, famish and install all supplementary or miscellaneous items, appurtenances and devices Incidental to or necessary for a sound, secure and complete Installation. 4. See Division 1 for General Requirement,. B. Related work specified elsewhere: 1. hructural steel: Section 05100. 2. Steel joists: Section 05200 or 05400. 3. F?ash'ng and sheet metal: Section 07600_ t specifier: Delete references to sections not used and add any sfwonces that become pertinent. ''.02 QUALITY ASSURANCE A. Appllceble standards; 1. SIAACNA: "Architectural Sheet Metal Manual", Sheet l.tetal and Air Conditioning Contractors National Association, Inc. 2. LGSi: "Light Gage Structural Institute" 3. AIS& "Steel Construction Manual°, American Institute of Steel Construction. 4. AISi: `Cold Form Steel Design Manual", American Iron and Steel Institute. 5. 1 L580: " Tests for Uplift Resistance of Roof Assembles", U. derwriters Laboratories, Inc. 6. FM: "Test requirements for Class 1 panel roofs", Factory Mutual Research Corporation. 7. UL2218. Class 4 Impact Resistance Rating 8. ICBG: Evaluation Report No. ER -5409. ICBG Evaluation Service, Inc. 9. ASTM E 1592-95: "Standard Test Method for Structural Performance of Sheet Metal Roof and Siding Systems by Uniform Static Air Pressure Difference", American Sec;ety for Testing and Materials. 0. ASTM E 1680-95: "Standard Test Method for Rate of Air Leakage Through Exterior Metal Roof Panel Systems, American Society for Testing and Materials. 11. ASTM E 1848-95: "Standard Test Method for Water Penetration Through Exterior Metal Roof Panel Systems, American Society for Testing and Materiels. 12. ASTM A 792-83-AZSO (Painted) & ASTM A792-83-AZ55 (Bare Galvalume Plus®): "Specifications for Steel Sheet, Aluminum -Zinc Alloy Coated (Galvanized) by the Hot Dip Process, General Requirements. (Galvalume0)I', American Society for Testing and Materials. 13, ASTM E 1514-W: "Standard Specification for Structural Standing Seam Steel Roof Panel System", American Society for Testing and Material. 14. ASTM E 408-71: Standard Test Method for Total Normal Emittance of Surfaces Using Inspection- Meter Techniques (Energy Star® for Roof Products). 15. ASTM E 903-95 Standard Test Method for Solar Absorptance, Using Integrating Spheres. (Energy StarO for Roof Products) B. Manufacturer's qualifications: 1. Manufacturer has a minimum of five years experience in manufacturing metal roof systems of this nature. Panels specified in this section shall be produced in a factory environment (not with a portable roll former) with fixed - base roll forting equipment and in line leveling. assuring the highest level of quality control. A letter from the manufacturer certifying compliance will accompany the product material submittals. C. installation contractor's qualifications: 1. Installation contractor shall be an approved installer, certified by the manufacturer before the beg)nning of installation of the metal root system, specifically for MBCI's Double-Lokm metal roof system, Certification by manufacturer must include the following: a. Maintain $250,000 minimum general liability insurance coverage. b. Maintain statutory limb of worker's compensafion coverage as mandated by law. G Have no viable claims pending regarding negligent acts or detective workmanship on previously performed or current projects. d. Has not filed for protection from creditors under any state or federal Insolvency or debtor relief statutes or codes. e. Project foreman is the person having received certifi- cation by the manufacturer spec training In the proper installation of the selected metal root system and will be present to supervise whenever material is NOTICE :::,nta A MBGI for the proper combination of panel gauge, clip type, clip spacing and substructure to achieve a UL -90 rated system. wc� . iv "MAMAM VVI !MVV 1 NUHUE SEE WWW.MGCI.COM FOR CURRENT INFORMATION EFFECTIVE duly 19, 2oo2 DL -11 AD(. 1.1- 2004 8: 46AM - � -- cvwd�WEA Metal Roof and Wall Syste»® Houston: 6rrms.�zs Aeeb OA: 8Wk46,MM At nbq OA: V?512-1=4 Ah atat, CA: 8001620-11tZo Mar, Tx: 600163.8724 lndlanu;;114, W. Lubwak Tx: ao3As"M Mamp*. Tit 8o0�L66�sa 01dahoma Ott% MU 600159r4M Omaha. NO W04588124 Phoelhv, AZ &W5W4M4 RiohmmC VA: 90wwam No. 3289 P. 2 Rome, NN 80W5$%=A SLR Lake CRA VT:60M44W sen AM";*. 7X: aoQ,s M&4 TUmA FL Sales offieet em055%,W SPECIFICATIONS doublim.1ok. being installed. Specific certified Installer program shall include the following. 1. The instructor must have a minimum of 10 years' experience in the application of metal roof systems. 2. A formal syllabus for the classroom and hands- on training. 3. Classroom instruction with review and thorough understanding of the specific product's technical manual. 4. Hands-on mock-up Instruction with a review and thorough understanding of the specific product's details. S. The Installation Contractor must pass a written and oral exam. f. Provide five references from five different architects or building owners for projects that have been In ser- vice for a minimum of two years, stating satisfactory performance by the Installation contractor. g. Provide certification letter that installation contractor has a minimum of three years' of metal product installation experience immediately preceding the date upon which work is to commence. 0. Pre4nstallation Conference: 1. Prior to installation of roofing system, conduct a pre- installation conference at the project site. 2. Attendance: Owner, Architect, Contractor, Project Superintendent, and Certified Installer 3. Agenda: a. Roofing details and agenda b. Crlttcal work sequencing and review of phasing plan G Inspection sequencing 1.03 SYSTEM PERFORMANCE REQUIREMENTS A- Performance Testing: 1. Metal roof system must be tested in accordance with Undenariters Laboratories, Inc. (UL) Test Method 580 79sts for Uplift Resistance of Roof Assemblies". 2. Metal roof system must be installed in accordance with UL Const►uctlon # (choose one): 0 #180C (min. 16 gauge purlin, 5'-0" on center max. min. 1" thick rigid insulation and 29 gauge Me" deep deck with articulating clips at 5-0" max.) or 0 #287 (min. 16 gauge purlln, S'-17 on center max. with low/high articulating Clips at 54Y' on center max. with Light Transmitting Panels) or O #308A (min. 14 gauge purlin, V-0" on center max., min. 1" thick rigid insulation and 22 gauge 11h" deep metal deck with articulating clips at V-0" on center max.) or O #450 (min. 16 gauge pvdln, 6-0" on center max with low/high lloating/articulating clips with domed Light Transmitting Panels) or a >t (nnin.16 gauge purlin, 5 -OW' on center max. with max. 6" blanket insulation and low/hlgh floatingtarticulabng dips with Ught Transmitting Panels) or O #539 (min. 22 gauge 1I/P deck with max 6" rigid insulation with low/high floating/articulating clips 5'-00 on center max.) Q #340 (min. 29 gauge 9/,s° deck with max 6" rigid Insu- lation with low/high floating/articulating clips 5'-0" on center max with Light Transmitting Panels)] See the current UL Roofing Materials and Systems Directory for requirements of each Construction Method. 3. Metal roof system must be tested in accordance with Factory Mutual Research Corporation (FMRC) Standard 4471 for Had Damage, Fire Resistance and Wind Uplift. 4. Metal root system must be installed In accordance with FMRC tested procedures yielding (choose one: O Class 1-60 (24 in. 24 ga. panel, using floating clips spaced 4'-0" O.C. installed over 16 ga. purlins) or O Class 1-60 (24 in. 24 ga. panel, using floating clips spaced 5' -Oa O.C. installed over 16 ga. purlins) or L7 Class 1-75 (24 in. 22 ga. panel, using floating clips spaced 5'-0" O.C. installed over 16 ga. purlins) or O Class 1-90 (24 in. 22 ga. panel, using floating clips spaced 4'-0" O.C. installed over 16 ga. purlins) or O Class 1-90 (18 in. 24 ga. panel, using floating clips spaced V -D" O.C. installed over 16 ga. purlins) or O Class 1-105 (24 in. 22 ga. panel, using floating clips spaced 3'-6" O.C. installed over 18 ga. purlins) or D Class 1-105 (24 in. 22 ga. panel, using Articulating clips spaced N-0" O.C. Installed over 16 ga. purlins)]. S. Metal roof system must meet the air infiltration requirements of ASTM E 1680-95 when tested with a 6.24 PSF pressure differentlal with resulting air infiltration of 0.007 ctm/sq. ft. S. Metal roof system must meet the water penetration requirements of ASTM E 1846-95 when tested with a 12.00 PSF pressure differential with no uncontrollable water leakage when five gallons per hour of water Is sprayed per square foot of roof area 7. Metal Roof Panels shall be high reflectance and high emittance In accordance with Energy Star% Inthal Reflectance shall be at least 0.68 when tested with ASTM E- 903. The three year aged reflectance shall be at least 0.57, when tested in accordance with ASTM E- 1918 (Measured As Solar ReflectW Not Visible Reflectance). 1.04 DESIGN REQUIREMENTS A. Roof Design Loads: 1. Design criteria shall be in accordance with j# choose one: M$MA, SBCCI, UBC, BOCA, ASCE or an applicable national or local building code]. 2. Dead Loads a. The dead load shall be the weight of the SSMR system. Collateral loads, such as sprinklers, mechanical and electrical systems, and ceilings shall not be attached to the panels. "`•••___ 3. Live Leads a. The panels and concealed anchor clips shall be capable of supporting a minimum uniform live load of ra -ta SUBJECT TO CHANGE WITHOUT NOTICE SEE www.mbcl.com FOR CURRENT INFpF;MATION EFFECTIVE July 19, 2002 Apr. i s 2004 8: 47AM Hemltal: 977,713.Up A401, GA: YA8i44s4M24 AJanaL Qk 8-512-W4 A"Ie , CA: s0tv82 -M4 OnVas, Tx: BOU682-M iedl;4apots, tN: 4OWMs.WN Lubbock, Tx: 80011596224 Mempm%754: 808e09M CJMeme City, oK: SM97-=4 omeha, NE 8W4s maZ4 PAaQJ1X AZ 88&593!}724 PJdm mr, VA: 8001729@224 Rama W. 80v,%am W Lake City. Uri sm?4&w Son Wool%TX- 6OW11-SU4 Tampa, FL Uft ofte:8003580224 No. 3289 P. 3 . 20 p6f• 4. Rtyof Snow Loads a. The design root snow loads shall be as shown on the contract drawings. 5. Wind Loads a. The design wind uplift pressure for the roof system shall be as shown on the contract drawings. The design uplift force for each connection assembly in accordance with ASTM E 1592 shall be that Pressure given for the area under consideration, multiplied by the tributary load area of the connection assembly. The safety factor listed below shall be .Applied to the design force and compared against mile ultimate capacity. Prying shall be considered Wien calculating fastener design loads, aa. Single fastener in each connection ..............3.Oo bb. Two or more fasteners in each connection .... 225 6. l hernial Loads a. Root panels shall be free to move In response to the expansion and contraction forces resulting from a total temperature range of _ degrees F during the fife of time structure. [# Choose temperature differential based on Max. and Min. for specific area !AW- MBMA Climatological Data] .;Speclfier: Select applicable building code for paragraph AA ;,elect Temperature Differential for paragraph A.6. 5. FrarnIng Members Supporting the SSMR System 1. Rry edditions/revisions to framing members supporting the SSMR system to accommodate the manufacturerNabricator's design shall be the Contractors responsibility and shall be submitted for review and approval. New or revised framing members and !heir connections shall be designed in accordance with F1-AiSCA] NAISI-1j [1-5,11.1) (1-LGSi•y design specifications. Maximum deflection under applied live land, snow or wind load shall not exceed [# choose one: L/190, L12401 of the span length - .0 -5 SUBMITTALS - Shop drawings: . Submit complete shop drawings and erection details. aprroved by the metal roofing manufacturer, to the a-C."Roct (owner) for review Do not proceed with manu- facture of roofing materials prior to review of shop draw- ings and field verification of all dimensions. Do not use drawings prepared by the architect (owner) for shop or erection drawings. P. SACp drawings show methods of erection, roof and wall parel layout, sections and details, anticipated loads, flashings, sealants, interfaces with all materials not sup-. plied and proposed'dentification of component pans and Meir finishes. Performance Tests., 1. Submit certified test results by a recognized testing laboratory or manufacturer's lab (witnessed by a profes- sional engineer) in accordance With specified test meth- rxs for each panel system, C, calculations: 1: Submit engineering calculations defining all cladding loads for all roof areas based on design criteria listed in Para 1.04 Design Requirements, allowable clip loads and required number of fasteners to secure the panel cups to the designated substructure. 2. Compute uplift loads on dip fasteners with full recognition of prying forces and eccentric clip loading. 3. Calculate holding strength of fasteners In accordance witt submitted test data provided by the fastener manu- facturer based on length of embedment and properties of materials. 4. Submit thermal Calculations and details of floating clip, flashing attachments, and accessories certifying the free movement In response to the expansion/ contraction forces resulting from a total temperature differential of 110 degrees F. D. Samples: 1. Submit samples and color chips for all proposed finishes. a. Submit one Unch long sample of panel, including clips. b. Submit two 3 inches x 5 inch color chip samples in color selected by the architect (owner). E. Warranties.- Metal arranties:Metal roof system manufacturer shall submit a specimen Copy of the warranty upon final acceptance of the project. Provide one of the following warranties, 1. Finish: a. Covering bare metal against rupture, structural failure and perforation due to normal atmospheric corrosion exposure for a period of 20 years. b. Covering panel finish against cracking, checking, blistering, peeling, flaking, chipping, chalking and fading for a period of twenty (20) years, 2. Weathertightness: Metal roof system manufacturer shall submit a specimen copy of manufacturers WeatherPlghtness Warranty, Including evidence of application for warranty and menutacturer's acceptance of the applicator and warranty conditions. (# Choose one): a. Single Source Warranty b. Standard Warranty F Test Reports: 1. Submit Test Reports showing that metal panels have been tested in accordance with the Standard Test Method for Structural Performance of Suet Metal Roof and Siding Systems by Uniform Static Air Pressure Difference of ASTM E 1592.95. 2 Submit Test Reports showing that metal panels most the air Infif<ration requirements of ASTM E 1680-95 when tested with a 6.24 PSF pressure differential with resulting air lnflnrat on of o.007cfmisq. ft. 3. 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'aol,gtluoo uo!igllelsu! 041 Aq soueuuolred tiolog; M Bu!lglS 'SJOGA 0ml10 wnw!ulw a jol aouuae ul u99q 9Ag41941 WefOA J01 siaumo Bu!ppq ao 90044 JV lueael1!p @A!l wol; seouajejej "I z!wgnS •Bululeil uo-9pue4 puts wooisselo &A rol sngel[As jeUIX4 81411!wgrs aajn;0g;rtugw 9111 AQ pe!;!ueo iellelsui pazuot4na ua si pue ysuo!iea ly»nb s�eilelsuf '0 20' In u! pau!llno au -6110 a4l 10 ov low se4 welMs loos lelaw e4110 Jalleltwf PLO kV4!iles iej"r4nuew woj1 eleo4_lpao ilwgnS 1 MognUpenb smilalsul pellilico 'H Bullanal aril ul Pug iuewd!nhe Bu!wto; 2102 ami-pexu 41em (pa"01 pa ells qof lou) luawuoj!Aua Almoe; g ul paonpoid ueeq ene4 siaued oijol-algaop a4l Bul4vW le,njOginugw we;sits;oo� lejaw aLp wol; �allal g ;iwgng • l :u0!je,lltji80 u013eopge4 tuajsRs tM IgjOlN *J 'epoo Bu!pline twc>;!un L661 a4l 411m /ldwoo 01 punol ueeq eAe4 pug oul 'ao!Has w!le nlgn3 treol elp /1g penoidde uaaq ane4 840P Pug Voluud jeindwoo 'suo!lelnoleo Buuaeu!Bue 'si!elaP w04SAS laued Imew IN 6uuwo4s 60tIS-83 'ON lwdaa uopgnlen3 rwqnS 'V Wig 100A jo loot wenbs jad paAgids sl lelam to lnc4 Jed su01e8 aA9 UGIJM a6axvat aeiaM eroalronuamn nr, r rooe vn a 4ola s�aecroos x11 ,eee.:gp�y slualsrl;S' /I'm puv foot' Iviov vzt�etisiaee �rrituaoaa ot�eme:zt'seerra oLd96T8A03 AeW0 m1c913 fidIUAL t�sesomoe:3w eurwo ezesezaooe:va `+a�wr oaaeeee ooe :rt *UMv urs .zzs[es:ooa A0140 -W;;MO t2>«rx:s/ua :vo'auerm tooE-Vam UA xA3 am urs VM9- Lnoe :Nl'et4dUHw +ztre"M -W "v fZt88SSDO8;AN'awoN 92dMAM0 :XL'1M94ni t+ZL9CWtt8 uo}sneei t 'd 68116 'ON 4j 2 `04 8:48AM No. 3289 F. soueton: snms.>?24 Lubbock Tx: wws8. m Rome, Nr: OMS -M4 ABN, GA: 918.'44"224 MompMe. TN: 80022 eta Batt Lake CiN UT> 90=42404Air A!'a ft CA: 877!612!'224 01UMMS Chy, OK: 90M742 A sac A0666, TX; 80WSUS-6 4rwSU.% CA: s W82969W OnfeAa, HE: WJ4334M Tampa, FL Saw Offlcs: sm sm724 Dallas, r,1': to 45CeU4 PlroMix,AZ: 880, 4 ,Earapulle, Ilk arm 35-Q24 Rlvhmomt VA., aDW7Z%4ZH Metal Roof and Tall Svstems 2. The Roofing Installer shall have the sole and exclusive �Niaation for all warranty work commencing on the date of substantial completion up to and until the roof system has performed leak free for (24) consecutive months. he sole and exclusive obligation for all warranty work commencing on the date the roof has been leak free `or ::24) consecutive months and under all circumstances te, minates on the j# insert # of years) annhrersary of te date certified as substantial completion of the roofing manufacturers roof system. 3. Rooting Manufacturer's Liability. Tr:z total liability of the roofing manufacturer under Standard warranty is (#choose one): Standard 1, Limited solely to $.20 sq. ft. of the actual roof area. Standar! II. limited solely to the Invoice Amount for the Yc f system (panels, fasteners, trim and accessories) to i;, customer. (No structural material, freight or taxes included). Standard Ill, a no dollar limit of the manufacturers Roof System as invoiced to the roofing manufacturer's cu-�twrner. Standard III is the only standard warranty that requlles a certified installer on the job site at all times. PART 2 - PRODUCTS r% Double-LokO structural standing seam metal roof system; minimum slope of 114:121 ,01 MATERIALS A. Metal roof system profile: S. in:„ high rib x (# choose one: 24 inch. 18 inch or 12 inch] ,A,ido panel. B. Metal root. system style: Tra.pezolda! rib, standing seam, utilizing male and female rib configurations, with factory applied hot melt mastic in femala 1,0, i_on!inuously locked together by an electrically powered mec^anical seaming device during Installation. _. Gauge: (# choose one] 22 gauge (UL -90 rated - Underwriters Laboratories). 24�,<uge (UL -90 rated - Underwriters Laboratories). U. Substrate: Galvalume® sten! sheet, minimum yield of 50,000 PSI. E. Clip: Two piece floating clip providing thermal expansion or con- trection (UL -90 rated - Underwriters Laboratories). Artic.:!ating clip, providing thermal expansion or contraction, wrracting for out -of -plane sub -framing alignment to a maxi- niurr of 7 degrees (UL -90 rated - Undenwiters Laboratories). P Tbxture: (# choose one] Smooth. :.� Embossed (reduces oil canning effect). w. F!nlsh: [# choose one] Premium thermoset silicone polyester (20 year warranty). Pre,,rO.Im fluorocarbon coating produced with Kynar 500 or Hyler 5000 resin (20 year Warranty). Bare Galvalume PlusS (20 year warranty). H. Color. Selected from metal roof system manufacturer's standard offering. 1. Acceptable manufacturer: MSCI - Houston, TX - (281) 443-8555. # Insert: Architect's (owner's) method of approval of "or equals". J, Other manufacturers desiring approval, comply with section 01830. K Acceptable Curb and Equipment Support units: LM Curbs - Longview, TX, L. Prefabricated Root Jacks: SFS- Intech - Wyomissing, PA. ITW Bulldex - Itasca, IL. M. Rooftop Walkways: LM Curbs - Longview, TX. 2.02 MISCELLANEOUS MATERIALS A. Fasteners: 1. All self-tappinglself-drilling fasteners, bolts, nuts, self. locking rivets and other suitable fasteners shall be designed to withstand specified design loads. 2. Use long life fasteners for all interior and exterior metal roof system applications. 3. Provide fasteners with a factory applied coating in a color to match metal roof system application. 4, Provide neoprene washers under heads of exposed fas- teners. S. Locate and space all exposed fasteners In a true vertical and horizontal alignment. Use proper torque settings to obtain Controlled uniform compression for a pos![ve seal without rupturing the neoprene washer. S. Accessories: 1. Provide all components required per the metal roof system manufacturer's approved shop drawings for a complete metal roof system to include panels, panel clips, irimlflashing, fascias, ridge, closures, sealants, fillers and any other required items. a. All outside closures will be fabricated from Galvalume Plus® sheet steel of the same gauge, fin- Ish and color as the panels. b. All tape seal is to be a pressure sensitive, 100 percent $01109, polyisobutylene compound sealing tape with a release. paper backing. Provide permanently elastic, non -sagging, non-toxic, non- staining tape seal approved by the metal roof system manufacturer. c. Al! tube sealant is to be a one -Fart elastomeric polyurethane sealant approved by the metal roof system manufacturer. 2.03 FABRICATION A. Material shall be in-line leveled prior to roll forming the pane] -profile, 8. Where possible, roll form panels in continuous lengths, fuil length of detailed runs. C. Standard panel length shall be no more than 50 feet long (for ECT7G CRM IGE wITMOU i NOTICE SEE www.mbcl.com FOR CURRENT INFORMATION EFFECTIVE July 19, 2UD2 pt -15 2004 8:49AM No. 3289 P. 6 tt ; 077n13 -W4 tat Bock rx: wwsmm fiome. Nr 6oas5ae224 AdW. QA: aae/44a,=4 Memphis, TN: 8062o"M Sslt take city, OT 80of6 "dw A111811% QA: 577612404 010at6ma Cllg OL 80C1S9Y-MA $an Antonia, TX: 600169@.6234 Abmftf, CA:WIM248324 omah% W. 900k464W 1limya, FL641" Offka SOOrAPGW Daws, TX: 800W -W4 Phoaah:. AD fa&v5 4 Metal Roof and Wall Systems W104apWu,M:soa sa.CM4 ted,$A-awraam longer length availability, contact manufacturer). D. Fabricate trim/flashing and accessories to detailed profiles. E. Fabricate trim/flashing from same material as panel. 2.04 PREFABRICATED CURBS AND EQUIPMENT SUPPORTS l`,. Compiy with loading and strength requirements as indicated where units support work of other trades. Coordinate dimen- sions of curbs and supports with equipment supplier/manu- lacturer. 8. Fabricate curbs of structural quality aluminum (Min. .680 in. thickness for mechanical gear up to 1000 lbs; A25 in. thick- ness for mechanical gear between 1000 lbs. and 2000 lbs.; use a two curb system per the manufacturer above 2000 factory primed and prepared for painting with mitered and welded comer joints, Provide integral cap cells and water divarter crickets. The upper flange of the curb must be a min- imum of 18" above the water diverts: (This allows 12° of free area after the panel is lapped over the flange on the high side.) Curbs shag be designed to install under metal roof sys- tem or, the high side and over metal roof system on the low side. C. Minimum height of prefabricated curb will be 8 inches above the finished metal roof system. 0, Carbs Shan be constructed to match the slope of the roof and provide a level top surface for mounting equipment. E. ';orb flanges must be constructed to match the configuration of its metal roof panels and extend to a panel rib on each side. Mlnlmum distance between curb wall and panel db Is 6". F. Cirb manufacturer win provide their own curb structural sup- port system that can be Installed betweer, the purnns that will allow proper thermal movement of the curb with the roofing s stem. a Submit roof curb manufacturers shop drawings to metal roof dm manufacturer for review prior to fabrication (refer to metal roof system manufacturers standard J-otails). Metal roof system manufacturer will review roof curb manufacturer's shop drawings for compatibility with metal roof system. 2.05 PREFABRICATED ROOF JACKS A. Pips flashings shall be a one piece (# choose one, EPDM lathylene propylene diene monomer) molded rubber boot raving a serviceable temperature range of -85°F to 212°F (flDr standard applications) or silicone molded rubber boot having a serviceable temperature range of -100°F to 437°F (for high temperature applications)] and shall be resistant to ozone arid ultraviolet rays. Units shall have an aluminum flanged base ring. Do not install pipe flashings through ary panel seams - install ONLY in the flat portion of the panel. 2. Verify that installation may be made in accordance with approved shop drawings and manufacturer's instructions. This specifically includes verifying that see- ondary structural members and/or decking are installed to meet UL and building code requirements. Coordinate with metal roof system manufacturer to insure that reduced clip spacings at save, rake, rldge and corner areas are accommodated. H. Discrepancies: . 1. In event of discrepancy, notity the architect (owner). 2. Do not proceed with Installation until discrepancies have been resolved. 3.02 INSTALLATION A. Install metal roof system so that it is weathertight, without waves, warps, buckles, fastening stresses or distortion, allow- ing for expansion and contraction. S. Instal! metal roof system in accordance with manufacturer's Instructions and shop drawings. C. Provide concealed anchors at all panel attachment locations. D. Install panels plumb, level and straight with seams and ribs parallel, conforming to design as indicated. 3.03 ROOF CURB INSTALLATION A. Comply with metal roof system manufacturer's shop draw- ings, instructions and recommendations for Irstal!ation of roof curbs. Refer to metal roof system manufacturers standard installation details. Anchor Curbs securely In place with pre- visions for thermal and structural movement. 3.04 CLEANING, PROTECTION A. Dispose of excess materials and remove debris from site. 0. Cleat work in accordance with manufacturer's recommen- dations. C. Protect work against damage until final acceptance. Raplace or repair to the satisfaction of the architect (owner), any work that becomes damaged prior to final acceptance. D. Touch up minor scratches and abrasions with touch up paint supplied by the metal roof system manufacturer. E. Do not allow panels or trim to come in contact with dlss!ml- lar metals; such as copper, lead or graphite. Water run-otf from these materials Is also prohibited. This spec!flcally Includes condensate from roof top A/C units. END OF SECTION DiSCLAIMER; M80 makes no warranty, express or Implied, as to the merchantability or fitness for any particular purpose of any product by an optional manufacturer. if you choose to use a prod- uct not manufactured by an optional manufacture, as defined hereln, you take the product as is and at your own risk. PAPT 3 - EXECUTION Descriptions and specit<cafions contained herein were in effect 'at the time this publication was approved for printing. MBCI 3.01 SURFACE CONDITIONS reserves the right to discontinue products at any time or change t . A. Examination: specifications and/or designs without notice and without incur- 1. inspect Installed work of other trades and verify that ring obligation. such work Is complete to a point where this work may To insure you have the latest information available, pleases continue. contact 98C1 or vls/t our web site et www.mbcj.00M SUBJECT TO CHANGE WITHOUT NOTICE SEE WWW.nlboi.COtn FOR CURRENT INFORMATION EFFE :TIVE July 19, 2002 r i :'-: e ICBG Evaluation Service, Inc. "!� n 5360 WORKMAN MILL ROAD - WHITTIER, CALIFORNIA 90601-2299 A subsidiary corporation of the International Conference of Building Officials EVALUATION REPORT ER -3523 Copyright 019991CB0 Evacuation Service, Inc. Reissued September 1, 1999 Filing Category: ROOF COVERING AND ROOF DECK CONSTRUCTION -Roof Covering (202) ONE-PIECE "S," TAPERED TWO-PIECE MISSION, FLAT SHINGLE, ROMANO- PANS, CLAYL� AND CLAYMAX® CLAY ROOFING TILES UNITED STATES TILE CO. 909 WEST RAILROAD STREET CORONA, CALIFORNIA 91720-1906 1.0 SUBJECT One-piece "S," Tapered Two-piece Mission, Flat Shingle, Ro- manoTM Pans, Claylite®and ClaymaxO Clay Roofing Tiles. 2.0 DESCRIPTION 2.1 General: The roofing tiles. are a vitrified clay product, manufactured by United States Tile Company for use as a roof -covering under the 1997 Uniform Building Code'". The tiles are machine formed, fired to various degrees and have a selec- tion of burned -on colors. The various colors are obtained by controlled firing of the kilns. Tile profiles are illustrated in Figure 1. The tiles may be installed on roof surfaces having slopes up to a maximum of 21:12. A solid sheathing conforming to the requirements of the code is required for all slopes. Flashing complying with Section 1508 of the Uniform Build- ing Code is provided at all roof valleys. Flashing and counter - flashing of not less than No. 26 gage corrosion -resistant met- al must be provided at all points where the roof intersects vertical walls. Mortar, where called for, must comply with Chapter 21 of the code for a Type O mortar. Tiles in contact with mortar must be immersed in water for at least two min- utes before installation. 2.2 Materials: 22.1 "S" -shaped Tile: The finished tiles are 18 inches (457 mm) long, 13 inches (330 mm) wide and 1/2 inch (12.7 mm) thick with two nail holes in the pan side and one nail hole in the cover side. The installed weight of the tiles is approximately 8 pounds per square foot (39.1 kg/m2) and is designed for installation with an 11 -inch (279 mm) center -to -center spacing and a minimum 3 -inch (76 mm) head lap. 22.2 Tapered Two -Piece Mission Tile: The finished tiles are 18 inches (457 mm) long, curved to approximately one third of a circle, having a chord width of 81/2 inches (216 mm) at the butt end and 7 inches (178 mm) at the smaller end. The tiles have an average thickness of 1/2 inch (12.7 mm) and an installed weight of approximately 9.6 pounds per square foot (46.9 kg/m�. They are designed for installation with 11 -inch (279 mm) center -to -center spac- ing and a minimum 3 -inch (76 mm) head lap. 22.3 Flat Shingle Tile: The finished tiles are 18 inches (457 mm) long, 93/4 inches (248 mm) wide and 8/18 inch (14.3 mm) thick. There are three ribs that are 1/2 inch (12.7 mm) wide and one rib at the lock is 1 inch (25.4 mm) wide. Ribs are approximately 3 inches (76 mm) apart and run the full 18 -inch (457 mm) length of the tile. Each the has two nail holes in the top.. Installed weight of the tiles is approximately 91/2 psf (46.4 kg/m. They are de- signed for installation with 9 -inch (229 mm) center -to -center spacing and a minimum 3-ihch (76 mm) head lap. See Figure 1 for further details. 22A Romano Pans: The finished tiles are 18 inches (457 mm) long, 11 inches (279 mm) wide, and 8/18 inch (14 mm) thick with two nail holes near the top of the pan. The installed weight of the tiles is approximately 9.9 pounds per square foot (48.3 kg/m. They are designed for installation with Tapered Mission tops as covertiles with a 13 -inch (330 mm) center -to - center spacing and a minimum 3 -inch (76 mm) headlap. 22.5 Claylite Tile: The tiles are the same shape and size as "S" -shaped tile. The finished tiles are 18 inches (457 mm) long, 13 inches (330 mm) wide and 1/2 inch (12.7 mm) thick with two nail holes in the pan side and one nail hole in the cover side. The installed weight of tiles is approximately 5.9 pounds per square foot (28.8 kg/m. They are designed for installation with an 11 -inch (279 mm) center -to -center spacing and a minimum 3 -inch (76 mm) headlap. 22.6 ClayMax Tile: The finished tiles are 18 inches (457 mm) long, 13 inches (330 mm) wide and 13/32 inch (10.3 mm) thick with two nail holes in the top. The installed weight of the tiles is approximately 5.8 pounds per square foot (28.3 kg/m2). They are designed for installation with an 11 -inch (279 mm) center -to -center spacing and a minimum 3 -inch (76 mm) head lap. 2.3 Installation: 2.3.1 General: Tiles shall be installed in accordance with Table 15-D-1 of the code. Approved tile ties may be used as an alternative to nailing. On roof slopes less than 3:12, the tiles may be used only as a decorative material.over other types of approved roof coverings, as specified in the code and at the discretion of the building official. Maximum roof slope is 21:12. Clay or metal birdstops or a nominal 1 -by -2 wood strip shall be installed at the eave to elevate the first course of tiles. Tiles are nailed along gable rakes to continuous nominal 2 -by -2 and nominal 2 -by -3 nailers, installed side by side. As an after - native, a nominal 2 -by -4 nailer, laidflat, may be installed along the gable rake. See Figures 2 through 6 for additional details. Evaluation reports oflCBOEvaluation Service, Inc., are issued solely to provide information to C&wA membersoflCBO, utilizing the code upon which the report is based. Evaluation reports are not to be construed as representing aesthetics orany otherattributes 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 ICBO Evaluation Service, Inc., technical staff has reviewed the test results andlorotherdata, but does not possesstest facilities to make an independent verification. There is no warranty by1CBOEvaluation Service, Inc., express or implied, as to any "Finding"or other matter in the report oras to any product covered by the report. This disclaimerincludes, but is not limited to, merchantability. Page 1 of 8 Page 2 of 8 ER -3523 2.32 Flat Shingle Tile: Installation details are similar to those described in Section 2.3.1 of this report except as fol- lows: 1. Afull bed of mortar is provided under the exposed portion of each rake tile as a closure. 2. At hips and ridges, a mission type or a "V" type hip and ridge tile is set and nailed in cement mortar or roofers' ce- ment. 2.3.3 ClayMax Tile: Installation details are similar to those described in Section 2.3.1 of this report except as follows: 1. Hips and ridges are provided with continuous nominal 2 -by -3 nailers to support ClayMax trim tiles. 2. Mortar or weatherblocks are not required at hips and ridges. 2.3.4 Romano Pans: Installation details are similar to those described in Section 2.3.1 of this report except that Romano Pans are installed at a maximum 13 -inch (330 mm) center -to - center side spacing across the roof slope. 2.3.5 All Tiles: All roofing felt underlayments at hips, ridges and rakes are to extend over or under the nailers provided. Approved file ties may be used as an alternate to nailing. 2.3.6 Tile Repair: Damaged tile is removed by breaking it completely out of the field and cleaning away all debris. Exist- ing fasteners must be removed and the nail hole sealed with an approved sealant. Any damage to existing undedayment must be repaired prior to installation of the replacement tile. Replacement file is inserted into the open space, maintaining head and side laps. The tile is secured with approved plastic cement or adhesive, a No. 11 gage corrosion -resistant nail or an existing wire tie fastener. 2.3.7 Roofing Classification: When installed over neH construction as described in this report, the clay roof tiles are 1 Class A roof coverings in accordance with Section 1504.1 of the code and are noncombustible roof coverings in accor- dance with Section 1504.2 of the code. 2.4 Identification: The letters "U.S.T." are embossed on the bottom of each the near the nail hole on the cover side. Additionally, the tiles are identified by means of a tag attached to each shipping pallet bearing the evaluation report number (ICBO ES ER -3523) and the installed weight. 3.0 EVIDENCE SUBMITTED Reports of tests conducted in accordance with the ICBO ES Acceptance Criteria for Special Roofing Systems (AC07), dated April 1999, and installation instructions. 4.0 FINDINGS That the One-piece "S," Tapered Two-piece Mission, Flat Shingle, Romano Pans, Claylite and ClayMax clay roof - Ing tiles comply with the 1997 Unitonn Building Code", subject to the following conditions: 4.1 The tiles are manufactured and installed in accor- dance with this report and the manufacturer's in- structions. 42 The tiles are manufactured at the United States Tile Company plant in Corona, California. This report is subject to re-examination in two years. t� ) Page 3 of S. ER -3523 fIL�.40 AV i MISSION TWO-PIECE ROOF TILE 0 61t �+ ONE4nECE'-S- AND CLAIIUTE ROOF TILE CLAYNAX ROOF TILE srFm 7E?WC0P'', 2dt 9 . c�rav�vFc y �� ,yam MDPcoatiero •. /' • Bvrr Ivo c�ranat�t FLAT SHINGLE ROOF � T rr ROMANO ' PAN For SI: I inch = 25.4 mm. rte' FIGURE 1—TILE PROFILES T a m N b Z m m A m N s U) R 14 d A O OD u Page 5 of 8 A"47 Z"r,6 #V—V&rCrA=" A P- - E f*,V/OU 044 -W Afmwow- z feem, Q.,e. ogZAS"IAA W A 4 MA 4 CA 10 WA OWL FYI SWIA.40 All— AT W.444. G. 4 M Q 70 EW VE 1A A 6' 0►q 0W 4W.* 77VAAASAWR 70 7C*cP Ori 774E -q7W/A/s!',Sq-49r NI -Cl A7474 4.5 For Sl: I inch = 25.4 mm. FIGURE 3—TAPERED MISSION TILES ER -3523. Page 6 of 8 MA 5112"LG. x11 GA. NAIL EA. ; TILE THRU TILE & SHEATHING OitlE f�/ECE CC E.a. 77GE ER -3523, 5112" LG. x 11 GA. �- NAIL EA. TILE TO SHEATHING ,vt1314" x 11 GA. NAIL EA. TILE TO SHEATHING j`'�-+ �Si2.'�X9GA. •• �''- HURRICANE CLIP !�' r 1112" x 19 GA. s GALV. STL. ONE i? PER TILE ON SIDE „ LAP. HURRICANE n CLIPS OPTIONAL IF 0 TWO NAILS — - INSTALLED PER TILE. AIM. MAXI F�'LT �T/GF .70 S►�G _` SNTiV G //�C.—C.j t I ��11GA• SECT/oN � NOTE. ALL NAILS TO HAVE 5116"4� MIN. HEADS AND BE CORROSION RESISTANT. ROOF SHEATHING TO BE 112" MIN. THICK PLYWOOD OR STRUCTURAL SHEATHING BOARDS For Sl: ] inch = 25.4 mm. FIGURE 4—ONE-PIECE "S" TILE FOR 7:12 TO 21:12 SLOPES } t: � Page of 8 ER-3523 NOTE: ALL NAILS THROUGH TILE TO BE 11 GA. (MIN.) WITH'5116 - 0 HEAD AND MUST PENETRATE 314 MIN. INTO NAILER OR SHEATHING OR THROUGH SHEATHING IF LESS THAN 314 2" x 3" NAILER ALL NAILS TO BE B (OPTIONAL) CORROSION A RESISTANT NAIL EA. TILE THROUGH TILE L CK TO ' I i SHEATHING OR • NAILER AIA& te4- _ I 'I I .' ji j rices 1*1.414 4900S71ER 7 -14 —= 7 NAILER (OPTIONAL) 211 x 311 AJ41Z. 7ANU "449' NAILER olm&- (OPTIONAL) 7 IP t4� 7 70 For SI: Finch = 25.4 mm. FIGURE 5—TWO-PIECE MISSION TILE FOR 7:12 TO 21:12 SLOPES Page 8 of 8 ER -352,14 ti FA LEFT 4Ez>aE' 4' H I ( TR/M (7YP} I LEFT EOE 9� rA71 -f �rysoJ LEF..T EDGE .4YL4SA//it/92 �l'11ST7� G�7W6+V7" _V"M AGE 77LE l rFEL t it,bRTAR-----' FEL T For Sl: ] inch = 25.4 mm. /5' RIGHT EDGE TRIM TO FIT RIGHT EDGE TRIM TO FIT TILE DIMS. 9" x 18" 107 PCS PER SQUARE TO BE SPACED ON 9" CENTERS WITH NOT MORE THAN 15" EXPOSURE. Ile rcavT -ANnAP/,Cp 2�2 �/LER /OGE cEMEA' /T SN/�L E 77LE . ELT 87DaE .4J�/D �/P FIGURE 6—SHINGLE TILE Jan 24 05 12:03p Kleine Bldg a Dev. 7607764842 p.3 ♦ L:r lazl u �► �, 3 %4' . v � l r f r �