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04-3481 (CSCS)
14 2004 u�tc� l OF L,A W �NANCEDEPT. BUILDING & SAFETY -DEPARTMENT P.,O. Box 1504 (760).777-7012 OF Ct�9 78-495 CALLE TAMPICO FAX (760) 777-7011 LA QUINTA, CALIFORNIA 92253 INSPECTION REQUESTS (760) 777-7153 BUILDING PERMIT Application Number._04�00003481� ~ �° Date 7/13/•04 Property Address . . . . . 79430 HIGHWAY 111 APN: 649-020-999-5 -31172 - Tenant nbr, name BUILDING '#5'-.B/M. SHELL Application description,. NEW COMML -.STORES & CUSTOMER SERVICE Property Zoning REGIONAL COMMERCIAL Application valuation . . . . 771773 Owner Contractor a -- ---------------------- ------------- - -- - �. 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) .77674840 . - WCC: STATE FUND. ( WC: 176911303 12/01/04 CSLB: 390365 03/31/05 CCC: B -C27 ------ Structure Information. B/M SHELL BUILDING ----- 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 OCCUPANT LOAD 00 PATIO. SQ FTG' 1912,00 :FIRST FLOOR.SQ FTG '15712.00 -------------------- Permit . . . . . . BUILDING PERMIT t Additional desc ` Permit Fee 2855.,50 Plan Check Fee 1856.08 Issue Date Valuation 771773 Qty Unit Charge Per Extension BASE FEE. 2039.50 272.00. 3.0000 THOU BLDG 500,001-1,000,000 816.00 ------------------------------------------------------------------=--------- Permit . . . . ELEC-NEW COMMERCIAL .Additional desc Permit Fee 15:00 Plan Check Fee 3.75 Issue Date Valuation . . . 0 Qty Unit Charge Per - Extension P.O. Box 1504 • VOICE (760) 777-7012 78-495 CALLE TAMPICO FAX (760) 777-7011 LA QUINTA, CALIFORNIA 92253 INSPECTIONS (760) 777-7153 BUILDING & SAFETY DEPARTMENT Application Number: 01 2/ g i Date: 771q -0f Applicant: . GN7-A,g—C:; �e_2— Applicant's M ling Address: Architect or Engineer: Architect or Engineer's Address: Lic. No.: BUILDING PERMIT DECLARATIONS LICENSED CONTRACTOR'S DECLARATION 1 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-LiceQ�e is.in full fa and effect. �Ucense Class YJ -CaLicense No ~� OWNER43UILDER DECLARATION 1 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 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. W , BA P.C. for this reason Date Owner 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 --l—I.issued. IuW workers' compensabon4nsurance,prier and policy number are: 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. -14 ��I 7 An�l aL.l'1i.LE7 f 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, 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, and hereby authorize. representatives o�this tour,V,"rater upon the above-mentioned property for inspection purposes. f 1 � ` Signature (Applicant Page 2 Application Number 04-00003481 Date 7/13/04 Qty Unit Charge Per Extension BASE FEE 15.00 ---------------------------------------------------------------------------- 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 . . . . 195.00 Plan Check Fee 48.75 Issue Date . . . . Valuation 0 Qty Unit Charge Per Extension BASE FEE 15.00 10.00 9.0000 EA MECH FURNACE <=100K 90.00 10.00 9.0000 EA ---------------------------------------------------------------------------- MECH B/C <=3HP/100K BTU 90.00 Permit PLUMBING Additional desc . . Permit Fee . . . . 102.00 Plan Check Fee 25.50 Issue Date . . . . Valuation 0 Qty , Unit Charge Per Extension BASE FEE 15.00 1.00 15.0000 EA PLB BUILDING SEWER 15.00 10.00 6.0000 EA PLB ROOF DRAIN 60.00 1.00 3.0000 EA PLB WATER INST/ALT/REP 3.00 1.00 9.0000 EA ---------------------------------------------------------------------------- PLB LAWN SPRINKLER SYSTEM 9.00 Special Notes and Comments COMMERCIAL SHELL BUILDING - 15,712 SQ.FT. TYPE VN (B OR M OCC. PROPOSED] 2001 CODES. PERMIT INCLUDES UNDERGROUND SEWER, ELECTRICAL CONDUITS, WATER SUPPLY .FOR TENANT SPACES. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . ART IN PUBLIC PLACES -COM 3130.25 A i Page 3 Application Number . . . . . 04-0000,3481 Date 7/13/04 ---------------------------------------------------------------------------- Other Fees . . . . . . . . DIF CIVIC CENTER - COMM 848.44 ENERGY REVIEW FEE 185.60 DIF FIRE PROTECTION -COMM 911.18 STRONG MOTION (SMI) - COM 162.07 DIF STREET MAINT FAC -COMM 439.93 DIF TRANSPORTATION - COMM 33246.59 Fee summary. ----------------- Charged Paid Credited Due. Permit Fee Total ---------- 3182.50 ------------------------------ .00 .00 3182.50 Plan Check Total 1934.08 1500.00 .00. 434.08 Other Fee Total 38924.06 .00 .00 38924.06 Grand Total. 44040.64 1500.00 .00 42540.64 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 15,712 S.F. or $5,656.32 have been paid for the property listed above and that building permits and/or Certificates of Occupancy for this square footage in this proposed project may now be issued. Fees Paid By CC/Pacific Western Bank - Nancy Crisalli Check No. 242641 Name on the check Telephone Funding Commercial Dr. Doris Wilson Superintendent Fee collected /exempted by Shar n McGilvrey Payment Recd $0.00 $5,656.32 Over/under Signatur C 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 YOUNG ENGINEERING SER VICES • Engineering •Architecture -Surveying- Building & Safety Services Letter o;f,Transmittal To: City of La Quinta Date: 7/8/04 Project. L.Q. Valley Plaza Bldg.5 Attn: Ed Randall PC#: PC# 04-3481 (2 ND Check) Tel No.: (760) 777-7012 Tract No.: We are forwarding: X By Messenger By Mail Your Pickup No.- of Copies Description: . 1 Set of Redlined Plans 1 Revised plans 1 Struct (3 -total) 2 Struct calcs. Supplemental (new) Comments: Plans are approvable. Thanks This Material Sent for: Your.Files Per Your Request Your Review z Approval Checking At the request of: Other - By: Eric Frenzel Phone # 760-360-5770 77-804 Wildcat Drive, Suite C, Palm Desert, CA 92211 (760) 360-5770 Bronz Young P.O. BOX 1504 BUILDING & SAFETY DEPARTMENT 78-495 CALLE TAMPICO (760) 777-7012 LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7011 To: Greg Butler, Building & Safety Manager To CDD: 4=15-2004 f From: Oscar Orci, Planning Manager Due date: 5-5-2004 Status: 1'` Review Building Plans Approval r` (This is an approval t6 issue a Building Permit) The Community Development Department has reviewed the Building Plans for fae following project: Description: La Quinta Valley Plaza Bldg. 5 Shell Address or general location: 79-430 Highway 111 Applicant Contact: Kleine Dev. 760-776-4840 The Community Development Department finds that: ❑ ...these Building Plans do not require Community Development Department approval. ...these Building Plans are approved by the Community Development Department. ❑ ...these Building Plans require' corrections. Please forward a copy of the attached corrections to the applicant. When the corrections are made please return them to the Community Development Department for review. Oscar Orci, Planning Manager Date .r P.O. BOX 1504 BUILDING & SAFETY DEPARTMENT 78-495 CALLE TAMPICO (760) 777-7012 LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7011 To: Greg Butler, Building & Safety Manager To CDD: 4=15-2004 f From: Oscar Orci, Planning Manager Due date: 5-5-2004 Status: 1'` Review Building Plans Approval r` (This is an approval t6 issue a Building Permit) The Community Development Department has reviewed the Building Plans for fae following project: Description: La Quinta Valley Plaza Bldg. 5 Shell Address or general location: 79-430 Highway 111 Applicant Contact: Kleine Dev. 760-776-4840 The Community Development Department finds that: ❑ ...these Building Plans do not require Community Development Department approval. ...these Building Plans are approved by the Community Development Department. ❑ ...these Building Plans require' corrections. Please forward a copy of the attached corrections to the applicant. When the corrections are made please return them to the Community Development Department for review. Oscar Orci, Planning Manager Date ,�tQuG�ra Building & Safety Department Public Works Release to Issue Building Permit To: John Freeland, Senior Engineer Date to PWD: 4-15-2004 From: Greg Butler, Building & Safety Manager Permit #: 04-3481 A release from Public Works Department is required prior to building permit issuance for the following project: Description: La Quinta Valley Plaza Bldg. 5 Shell Address or general location: 79-430 Highway 111 APN and/or legal description: 649-020-050-8 Applicant contact and telephone number: Kleine Bldg. 760-776-4840 Please do not return this form to Building & Safety Department until released for building permit issuance. For issues delaying or preventing release, please contact applicant directly at the number above. Note: Action required (reply to Building Department or contact Applicant) within five (5) working days from date received by Public Works Department. To: Greg Butler, Building & Safety Manager From: John Freeland, Senior Engineer The Public Works Department has reviewed the above project and finds that: ❑ ...issuance of this Building Permit does not require Public Works Department approval. ...issuance of this Building Permit is approved by the Public Works Jbhn Freelefnd, Senior Engi Pub] icWorks ReleaseGreen —4/18/03 er / ZA Date i♦3. 7004 8;46AM rr Noutten: sn1614A.- aW40IM4 ptB.E?24 4Hantt% (IIA: anrs1ZM4 AtWOU,CA! WMI29W24 bww, TX: 80wim-A6224 -�.:I.ridlanap<As, IN: S60684m LI DbetK Tx; SOW -16.6224 MOMOI;s, TN: 8Dt/d088m4 OkWMM M. OX. 80015978224 Omaha, ME:8ofd6smm Phwnbr, AZ 88&9336224 RiChmend, VA S 4nN2U Rome. NY: Bou+55m2u &M lege Co U1: 800 M -24W San Antonia, TX-- eoc+6 4224 72MM FL $abi: OHiet 8=5"04 No. 3289 P. 1 Afetal Roof and Wall Systems SECTION 07610 Metal Roofing Specifier: Notation M means that text following is a specifier's -ota or sample-' PART 1 • GENERAL 1.01 DESCRIPTION # Specifier: Co not alter paragraph "A" except by adding section title in brackets. A. General: umish all labor, material, tools, equipment and services for al! preformed f# choose One: roof, fascia, mansards, canopies, equipment screens] 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, fumish and install all supplementary or miscellaneous items, appurtenances and devices Incidental to or necessary for a sound, secure and complete installation. 4. Sea Division 1 for General Requirements. B. Related work specified elsewhere: 1. Stru�nural steel: Section 05100. 2. Steel joists: Section 05200 or 05400. 3. Flashing and sheet metal: Section 07600- h= Specifier: Delete references to sections not used and add any references that become pertinent. ",02 QUALITY ASSURANCE A. Applicable standards: 1. Si 4ACNA: "Architectural Sheet Metal Manual", Sheet i fetal and Air Conditioning Contractors National Association, Inc. 2. LG&: "Light Gage Structural Institute" 3. AlSC: "Steel Construction Manual°, American Institute of -"tee! Construction. 4. AISI:'Cold Form Steel Design Manual", American Iron and Steel Institute. 5. UL680: " Tests for Uplift Resistance of Roof Assembles", Underwriters Laboratories, Inc. 6. FM: 'Test requirements for Class 1 panel roofs",, Factory Mutual Research Corporation. 7. -UL2218; Class 4 Impact Resistance Rating S. ICB0: Evaluation Report No. ER -5409. I080 Evaluation Service, Inc. 9. ASTM E 1592-95: "Standard Test Method for Structural Performance of Sheet Metal Root and Siding Systems by Uniform Static Air Pressure Difference". American . ` Sec;ety for Testing and Materials. ' 0. ASTIbi E 1680-95: "Standard Test Method for Rate of Air Leakage Through Exterior Metal Root 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 Materials. 12. ASTM A 792-83-AZSO (Pa)nted) & ASTM A792-83-AZ55 (Bare Galvalume PlusO): "Specifications for Steel Sheet, Aluminum -Zinc Alloy Coated (Galvanized) by the Hot Dip Process, General Requirements. (Gahralume(D)", American Society for Testing and Materials. 13. ASTM E 1514-93: "Standard Specification for Structural Standing Seam Steel Roof Panel Systems", American Society for Testing and Materials. 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 Stam for Roof Products) 6. Manufacturer's qualificatiorts: 1. Manufacturer has a minimum of five years experience in manufacturing metal roof systems of this nature. Panels soedfred in this section shall be produced in a factory environment (not with a portable roll former) with fixed - base roll forming 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 beginning of installation of the metal root system, specifically for MBCI's Double•Lok19 metal roof system, Certification by manufacturer must include the following: a. Maintain $250,000 minimum general liability insurance coverage. b. Maintain statutory limas of worker's compensation coverage as mandated by law. C, Rave no viable claims pending regarding negfigent acts or defective 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 odes. e. Project foreman is the person having received certifi- cation by the manufacturer specific training In the proper installation of the selected metal roof system and will be present to supervise whenever material Is NOTICE . ,;ontact MBGI for the proper combination of panel gauge, clip type, clip spacing and substructure to achieve a UL -90 rated system. iL.l,MANI ISWIIMQU7NOTICE SEE WWW.DTII?CI.COMFOR CURRENT INFORMATION EFFECTIVE July 19, 2002 DL -11 14 W ' 1/1 � N • ai MCC CA W, , A) r. ; 3. 2004 •8:46AM Metal Roof and Rall Smemss Houston: en/7144 z4 Aeeb 3A: e3e144a41224 Aflagfe, 0A: enr512-M4 Atwater, CA: eoOWS-SWA Da vrs Tx: N01834M bulkFU aolk. W.-80Wr,%-=4 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. 5. The Installatlon contractor must pass a written and oral exam. f. Provide five refers 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 precedhV the date upon which work is to commence. 0. Pre -installation 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. Critical 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 Underwriters Laboratories, Inc. (UL) Test Method 580 79sts for Uplift Resistance of Roof Assemblies". 2. Metal root system must be installed in accordance with UL Construction # (choose one): ID #180C (min. 16 gauge purlin, 5'-0" on center max., min. 1" thick rigid insulation and 29 gauge rhe' deep deck with articulating clips at 5-0" max.) or 0 #287 (min. 16 gauge puffin, S-0" on center max. with low/high articulating clips at 51-0" on center max. with Light Transmitting Panels) or O #308A (min. 14 gauge purlin, 5'-0" on center max., min. 1" thick rigid insulation and 22 gauge 1V2' deep metal deck with articulating clips at 5'-0" on center max.) or O #450 (min. 16 gauge puffin, 5'-0" on center max. with low/high iloating/artlo mating clips with domed Light Transmitting Panels) or D #5538 (min. 16 gauge puffin, 5'-0114" on center max. with max. 6' blanket insulation and low/high floating/articulating dips with Ught Transmitting Panels) or nl _v> SUBJECT TO CHANGE WrrHOUT NOTICE O #539 (min. 22 gauge f A0 deck with max 6" rigid insulation with Iowmlgh floating/articulating clips 5'-0' on carrier max.) 0 #560 (min. 29 gauge 9/is" deck with max 6" rigid Insu- lation with low/high floating/articulating clips 5'-0" on center max wfth 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 Corporatlon (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 ichoose one: O Class 1-60 (24 at. 24 ga. panel, using floating clips spaced 4'-W O.C. installed over 16 ga. purlins) or D Cress 1-60 (24 in. 24 ga. panel, using floating clips spaced 5'-0" O.C. installed over 16 ga. purlins) or 0 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 18 ga. purlins) or O Class 1-90 (18 in. 24 ga_ panel, using floating clips spaced 5'-0" O.C. installed over 16 ga. purlins) or O Class 1-105 (24 in. 22 ga. panel, using floating clips Q spaced 3'-V' O.C. installed over 16 ga. purlins) or O Class 1.105 (24 in. 22 ga. panel, using Articulating dips spaced 4'-0" O.C. Installed over 15 ga. purlins)]. 5. Metal roof system must meet the air infiltration requirements of ASTM E 1680-95 when tested with a 6.24 PSF pressure differential with resulting air infiltration of 0.007 clm/sq. It. S. Metal roof system must meet the water penetration requirements of ASTM E 1646-95 when tested with a 12.00 PSF pressure differential we no uncontrollable water leakage when five gallons per hour of water Is sprayed per square toot of roof area 7. Metal Roof Panels shall be high reflectance and high emittancs In accordance with Energy Staff. Initial 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 Reflecxlvlty, Not Visible Reflectance). 1.04 DESIGN REQUIREMENTS A. Roof Design Loads: 1. Design criteria shall be in accordance with J# choose one: M13MA, 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 Loads a. The panels and concealed anchor clips shall be capable of supporting a minimum uniform live load of sEE www.mbcl.COM FOR CURRENT INFOF{MATION a k EFFECTIVE Jury 19, 2002 i. 0 A. s A No. 3289 P. 2 Lut+boof4 TX: etnneae2an Rome, fcr: eoasw-ezw wrnpw. rt $00""M sec Mahe c1rA ur lrooter4. w OOEehmna OR% 0L. e8ol5A 4zm sae Aefeni*. Tttl eomssMU4 CMS%NE: WW45MM4 Tampa n Balm omm mas6tvA pmem,1r, AZ- BB& S.=4 Rlohff4n0. VA: 900/714 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. 5. The Installatlon contractor must pass a written and oral exam. f. Provide five refers 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 precedhV the date upon which work is to commence. 0. Pre -installation 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. Critical 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 Underwriters Laboratories, Inc. (UL) Test Method 580 79sts for Uplift Resistance of Roof Assemblies". 2. Metal root system must be installed in accordance with UL Construction # (choose one): ID #180C (min. 16 gauge purlin, 5'-0" on center max., min. 1" thick rigid insulation and 29 gauge rhe' deep deck with articulating clips at 5-0" max.) or 0 #287 (min. 16 gauge puffin, S-0" on center max. with low/high articulating clips at 51-0" on center max. with Light Transmitting Panels) or O #308A (min. 14 gauge purlin, 5'-0" on center max., min. 1" thick rigid insulation and 22 gauge 1V2' deep metal deck with articulating clips at 5'-0" on center max.) or O #450 (min. 16 gauge puffin, 5'-0" on center max. with low/high iloating/artlo mating clips with domed Light Transmitting Panels) or D #5538 (min. 16 gauge puffin, 5'-0114" on center max. with max. 6' blanket insulation and low/high floating/articulating dips with Ught Transmitting Panels) or nl _v> SUBJECT TO CHANGE WrrHOUT NOTICE O #539 (min. 22 gauge f A0 deck with max 6" rigid insulation with Iowmlgh floating/articulating clips 5'-0' on carrier max.) 0 #560 (min. 29 gauge 9/is" deck with max 6" rigid Insu- lation with low/high floating/articulating clips 5'-0" on center max wfth 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 Corporatlon (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 ichoose one: O Class 1-60 (24 at. 24 ga. panel, using floating clips spaced 4'-W O.C. installed over 16 ga. purlins) or D Cress 1-60 (24 in. 24 ga. panel, using floating clips spaced 5'-0" O.C. installed over 16 ga. purlins) or 0 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 18 ga. purlins) or O Class 1-90 (18 in. 24 ga_ panel, using floating clips spaced 5'-0" O.C. installed over 16 ga. purlins) or O Class 1-105 (24 in. 22 ga. panel, using floating clips Q spaced 3'-V' O.C. installed over 16 ga. purlins) or O Class 1.105 (24 in. 22 ga. panel, using Articulating dips spaced 4'-0" O.C. Installed over 15 ga. purlins)]. 5. Metal roof system must meet the air infiltration requirements of ASTM E 1680-95 when tested with a 6.24 PSF pressure differential with resulting air infiltration of 0.007 clm/sq. It. S. Metal roof system must meet the water penetration requirements of ASTM E 1646-95 when tested with a 12.00 PSF pressure differential we no uncontrollable water leakage when five gallons per hour of water Is sprayed per square toot of roof area 7. Metal Roof Panels shall be high reflectance and high emittancs In accordance with Energy Staff. Initial 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 Reflecxlvlty, Not Visible Reflectance). 1.04 DESIGN REQUIREMENTS A. Roof Design Loads: 1. Design criteria shall be in accordance with J# choose one: M13MA, 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 Loads a. The panels and concealed anchor clips shall be capable of supporting a minimum uniform live load of sEE www.mbcl.COM FOR CURRENT INFOF{MATION a k EFFECTIVE Jury 19, 2002 i. 0 A. s A A P r. i'? 2004 8: 47 AM Newton: U",713.6m AOA GA: ?4&44%4M A'JaM QA: 8n512 -W4 Atwater, CA: WWB28 M4 tlaRas, TX 806tW 4VA ind>anSW*' till 80a Try X24 Lubbock TX: WW?5&M4 rderrO%TN: 8M20642U CI08 W" City, OK: app W-GU4 OMMS, NE: OW45B• M . Ph- h4 AZ: 88SI5=4=4 Rlohn:otnl VA: eo0n29m Ramo, W. aoVA"M W Lela City, IJi amr*24x San AN -101 TX' =908444 Tam^ rL $VC& Cfflcat 80095&4224 No. 3289 P. 3 20 psf. 4. Ruof Snow Loads a. The design roof 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, rru;:iplied by the tributary load area of the connection assembly. The safety factor listed below shall be :Applied to the design force and compared against ultimate capacity. Prying shall be considered When calculating fastener design loads. aa. Single fastener in each connection ..............3.00 bb: Two or more fasteners in each connection .... 225 6. l hermal Leads 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 life of the structure. [# Choose temperature differential based on Max. and Min, for specific area AW MBMA Climatological data] .! Speclfier: Select applicable building code for paragraph A.1 ,,elect Temperature Differential for paragraph A.6. `:. Framing Members Supporting the SSMR System 1. Any additions/revislons to framing members supporting She SSMR system to accommodate the manufacturer/fabrlcator's design shall be the Contractors responstblllty, and shall be submitted for review and approval. New or revised framing members and t'reir connections shall be designed in accordance with F1-AiSC 19 [1-AISI-4 [1-8,11A] R-LGSI-\] design spe;ifications. Maximum deflection under applied live loa: , snow or wind load shall not exceed [# choose one: L/1130, U240] of the span length. '.0-5 SUBMITTALS . Shop drawings: 1. Submit complete shop drawings and erection details, approved by the metal roofing manufacturer, to the architect (owner) for review. 00 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. Shop 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 identification of component parts _ and their finishes. 2'Performance 1. Submit certified test results by a recognised testing laboratory or manufacturer's tab (witnessed by a profes- sional engineer) in accordance with specified test meth- Dds for each panel system. C. Calculations: I.' 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 clips to the designated substructure. 2. CoirWe uplift loads on clip fasteners with full recognition of prying forces and eccentric clip loading. 3. Calculate holding strength of fasteners In accordance with 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 cup, 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 &Inch 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 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 manufacturer's Weatherftghiness Warranty, Including evidence of application for warranty and manufacture(S acceptance of the applicator and warranty conditions. (# Choose one): a. Single Source Warranty b. Standard Warrgnty F. Test Reports: 1. Submit Test Reports showing that metal panels have been tested in accordance with the Standard Test Method far Structural Performance of Sheet Metal Roof and Siding Systems by Uniform StaticAir Pressure Difference of ASTM E 1592-95. 2. Submit Test Reports showing that metal panels most the air Infiltration requirements of ASTM E 1880-W when tested with a 6.24 PSF pressure differential with resulting air Infiltration of 0.007efm/sq. ft. 3. Submit Test Reports showing that metal panels meet the water penetration requirements of ASTM E 1648-95 Men tested with a 12.00 PSF pressure differential with ,g?ECT?^CNANGEWITMOttrNOTICE SEF WWW.Mbcl.comFOR CURAEMINFORMAiION EFFECTIVE Juy19,2W2 DL -13 ZOM'81$RP3AIM3343 N011MV03N1m3akln0wo9wo9'loqu-mMm33s •teumo a41;o Ilg4eq uo io Aq peldaooe pue pele!dwoo s! walsAS 6uip%. s,tainloe;nuew Bugooi e41 ueym'anpBium1cIgL s,taumo 10 `jaumo PePLPIV e41 Aq palpltec s! 1041 alep ayl el uonaidumo lequelsgns;o alep eye •eBisn pue :Exam &eulPto pue suoglpuoo 104188M Ateulpto o; pasodxa uo4m'edolanua Bulptlnq all olid welsAsP% 8,tamMinuew Bugoot a41;0 toysixe eyl wa; lalum, ;o uolsrulul mogg lou Illm (,welsAS;ooa,J e,nlotvis 1001 614 of Bulysal; pue shed loot ayl ualse; of pesn swell Pelelet Pug'Bul4sell'sleued loot pa4slwr4 s,twnl -oelnuew Bwloa eyl leyl :(,Jaumo,J taum0 6u!p1p18 041 of S.LNVHVAA tatnloelnuew Bugoot eyl'u01leldwoc ;e!tuelsgns;o algP a41 wou stBaA C(5) e^I,; to '(0l) ua3 '(Ji) uaall+! `(0Z) Awaml :euo asoot!o #] to paced a and • i .Aluejjely, piepuelg •0 lawo;snc s,tainloelnu;w 6ullow ata of peo!onui se WaISAS;ooa siainloe;nuew a41 ;o liwg tellop ou a 1111 amnoS 816uIS -tewolsno s,leinloe;nuew Bugoot ayl.ol pa0lonul se welsAS;ooy semnlar4nuew Bugocu 04l;o MOO ayl Sew4 (y) ino; of Alelos popwll'11 aainoS 6l6ulS uewolsno s,lainloe;nuew Bugoot eta of peo!onu, $e welsAS lookl 9,tatr4ae;nuew 6ul;oot eyl;o Ism 911199wit (Z) oml 01 Alms Palltull y aojnog e16ulS :(euo esooyo #) sl A1umem S*anoS e1BulS. tepun tetnloelnuew Bu joa a41 ;o /111,gvg Iglol eyl A4lllgorl s,mnla%mvW 4w;oold p 'suo4oun; iadwd 11atg uuoped of welsAS;ood ey1;o sualiod Bumuopad-uou ata esngo of ALesseoau suo!loe alelidoldde am.mm totnm;nvvw Bull= eyl 'uapolgo Aluettem Aue say tanrmnugw Bu!loa ayl 4o4m ut poued ayl Buuno •waisAS;oo» s temine;nueut Bulloat ayl;o uogaldwoo leguelsgnS se peggjeo alep eU1;o Amstanluue teaA (saaeA;o jegulnu eleudotdde Itesu! #1841 uo samp li el seouelsulnono lie tapun Put- uagaldwoo 1equslsgns;0 elep ey1 uo Bumewwoo atom Alus uBm 110 tol u041061Igo 3Nsnion QNY 310S ayl ane4 IM4s jetniog;nuew Bug= a4.1 •E -sluewaimbat s,ietnlae;nuew 481m aougpt000e ul pellelu! uaaq S124 waisAs Bugoot 1841 uupw of tetnloelnuew Bulloot;o an1isluasetdel Igc!uyoel a Aq ua!loadsur imu apinotd 'ualivi1e1su!;o uo4epwoo uodn -,q aeanlog;nuew 041 en. 4uasatdat Ieo!uyoal paUllanb Aq u04w!ldde loci ;o suo!padsul alts-uo Oml to; epinotd 'u0neileisp Buunp •E :eJlnlOS PlefA sdalnloe4luilt11 'Z taumo a4l;o pgtleq uo 10 Aq pejdaooe pus palaldwoo s; walsAs 6ugooll Voinloe;nuew Buyoa a4i ua4m '0nllelu9setdSH sdeum0 to 9eumo '1oap4oiv a41 Aq PaWao S! lV1.4 elap eyl s! uogeldwoo le!luelsgns;o alep 8y1, 'e5M pug teem ANgulplo pue 911OWpuoo ta4leem A1gulPto 01 peSodxe ueym edolenue Bu!pllnq a4l olid waWAS;oo;;l sdoinjog;nuew Bugoot ayl;o tolaalxo etg wa; Mum ;o uolSrulul mope lou p!m 'ainlontis;ooi 941 of sluaw4MIS gJnc pue )pef low Bulpnpul Bul4sag pug 301.1014LnOHLIM30NYHO01133MIS slsued I= a41 ualsa; of peen swell pelglet pue ew4sp11 'slaued;ow 4siwn; ol'Ldeum0„) teumo 6ulpl�' ayl of S1Nb'Id MM tetrloe;nuew 6ugoni 0111 'uo4eldwoa lsl;uelsgns;o glop eyl wotl sl"A ((S) enl; to '(p i j ual '(S1) 0e400Z) Alueml :euo esooyo#];o pouad eloj :A1uanam amnog alSulS '$ *10Q088 p repu% to aojnos el6u1g esooyo #) :moleq peu!llno se wap/tS;o0H waaS 6ulpuell e41 ;o temloe;nuew Buyoa aylAq pauels Aluauem ptgpuel` is soinos elOuls e'iaumo a41 of ap!Ao1d 11846101-MAU03 ail j. 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Puv f00Y MaN VUP- 9/ili8Qr`MM4d OZLBC4fi'ti10B:lCt'st;ltcd O nmtym a0wo "m 1d W cu91 "29*911 a :311 VOWO t ac"Mme :1rJ'1atr�Ytl v30 -at im - qw urs ►zz9•tts m -10 Uo —mgmo Mgztavue by naueatl m -nam an Uo awi Rft vale�:lu 1214 N ►Zt;A90►l9e9 "a "PT • ►ZL99SS�70a:AN'aWoi! S2de•ei!/008=XL51°094di t7ZL9•CWtte:uo>s� � .d WE 'ON NVO:£ Wil ii I r r• i 3. i 84 8: 48AM No. 3289 F. 15 touacan: W171_% fM4 LvWnck, TX: smsmn4 Rome, W. 80ar6SMU4 ' Adel, OA: 5!!1:406224 MempNa TN: e00.2o.am W Lake CiN Ur: 90"4.2404 A7_*ft GA: 87716124724 Okwww Ct% Ox: 90m7-t2P4 $a!% Arftrha, TX; 80WOV. Zs ;teauar, CA': sP.Va2:}9W Omaha, GE: W-1458 6224 Tamar, FL SWw Ofts: 2 Dallse, TX: WG*45..41a24 PhOMix, AZ 696'b1,'*=4 :eeanpo% I►4t aaanae724 Ri0ltarond, VA: aocrix9-a Metal Roof and Wall Svrtpmv 2. The Roofing Installer shall have the sole and exclusive obligation 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. ',11e sole and exclusive obligation for all warranty work commencing on the date the roof has been leak free for 24) consecutive months and under all circumstances terminates on the [# insert # of years] annhrersary of the date codified as substantial completion of the roofing manufacturers roof system. 3. Roofing Manufacturer's Liability. Tr:e 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. Standard II, limited solely to the Invoice Amount for the rcuf system (panels, fasteners, trim and accessories) to sz customer. (No structural material, freight or taxes included). Standard 111, a no dollar limit of the manufacturers Roof System as invoiced to the roofing mariufacturer's customer. Standard III is the only standard warranty that requires a certified installer on tip job site at all times. PART 2 - PRODUCTS ;;r Double-LckO structural standing seam metal roof system; minimum slope of 114:121 MATERIALS A Mortal roof system profile: irk_ high rib x [# choose one: 24 inch, 16 inch or 12 inch) wide panel. B. Metal roof system style: -rrapezoida! rib, standing seam, utilizing male and female rib configurations, with factory applied hot melt mas}ac in fema!a -icy, continuously locked together by an electrically powered mecr'alieal seaming device during Installation. _. Gauge: [n choose one) 22 gauge (UL -90 rated - Underwriters Laboratories). 24gcw9e (UL -90 rated - Underwriters Laboratories). D. Substrate: Galvalumee stee! sheet, minimum yield of 50,000 PSI. E. Clip: Two G49CO floating clip providing thermal expansion or con- trs0on (UL -90 rated - Underwriters Laboratories). Artia.:!-tting dip, providing thermal expansion or contraction, correcting for out -of -plane sub -framing alignment to a maxi- n:urr of 7degrees (UL -90 rated- Underwriters Laboratories). F. Toxture: [# choose one] Smooth. Embossed (reduces oil canning effect). ,. .-•, ?� U. Finish: (# choose one) Prarnium thermoset silicone polyester (20 year warranty). I'remf�rm fluorocarbon coaling produced with Kynar 500 or 1 l ,far 5000 resin (20 year warranty). Sare Galvalume PlusO (20 year warranty). H. Color. Selected from metal roof system manufacturer's standard offering. 1. Acceptable manufacturer: MSCI - Houston, TX - (281) 443.8553. # Insert: Architect's (owner's) method of approval of "or equals". J, Other manufacturers desiring approval, comply with Section 01830, IG Acceptable Curb and Equipment Support units: LM Curbs - Longview, TX, L. Prefabricated Roof 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 !oads. 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 wwhers'undsr 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!Gve seat 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, trimfflashing, fasciiL% ridge, closures, sealants, fillers and any other required items. a. All outside closures will be fabricated from Ga!valume Plus® sheet steel of the same gauge, fin- Ish and color as the panels. b. All tape $eal is to bs a pressure sensitive, 100 percent $01103, poly!sobutylene oompotind sealing tape with a release paper backing. Provide permanently elastic, non -sagging, non-toxic, non- staining tape seal approved by the metal roof system manufacturer. c. All tube sealant is to be a one -part elastomeric polyurethane sealant approved by the metal roof system manufacturer. 2.03 FABRICATION A. Material shall be in-line leveled prior to roll forming the pane; -profile. S. Where possible, roll form panels in continuous lengths, full length of detailed runs. C. Standard panel length shall be no more than 50 feet long (for 5.:1MECTTG CRANGE WITHOUT NOTICE SEE www.mbcl.com FOR CURRENT INFORMATION EFFECTIVE Aly 19, 2OD2 DL -15 ' 2004 8:49AM No. 3289 P. 6 "OV090; 8 7PI 3-M4 u Abod6 Tx: eoW5&6 z4 Fftw. Nr 800R584M Ada. oAo aw44e,=4 M MW1i$, TN: 800208.8224 sex babe sly, Ur: 4-24W Atlanta. QA; 577/512-404 00118M CA% OIC 80MT-WA San Antonia, flt: 8001698.8224 AbeeUr. CA: 800'8268524 omaT;6 Nt 80014N024 Tampa, FL SaW Offim 900w5xxa Metal Roof and Wall Systems wa'pau 4 �cL VA. a 4 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 A. Comply 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- facturer. S. Fabrfcate curbs of structural quality aluminum (Min. .080 in. thickness for mechanical gear up to 1000 lbs; .125 in. thick- ness for mechanical gear between 1000 lbs. and 2000 lbs.; use a two curb system per the manufacturer above 2000 bs.), factory primed and prepared for painting with mitered and welded comerjants. Provide integral cap cells and water divsriercrickets. The upper flange of the curb must be a min- imum of 18" above the water diverts: (This allows 12" of free ax -aa after the panel is lapped over the flange on the high side.) Curbs shall be designed to install under metal roof sys- tem on the high aide and over metal roof system on the low side. ^. Minimurn height of prefabricated curb will be 8 inches above the finished metal roof system. D, Cift shag be constructed to match the slope of the roof and pr Ovide a level top surface for mounting equipment. E. :;orb flanges must be constructed to match the configuration of the metal roof panels and extend to a panel rib on each side. Minimum distance between curb wall and panel db Is 6", F. C:irb manufacturer will provide their own curb structural sup- port system that can be installed between the purons that will a'iow proper thermal movement of the curb with the rooting system. a Submit roof curb manufacturers shop drawings to metal roof &,!stem manufacturer for review prior to fabrication (refer to P roof system manufacturer's standard installation ot.aiis). Metal roof system manufacturer wiG review roof curb ^1arlufacturer's shop drawings for compatibility with metal roof s/stem. 2.05 PREFABRICATED ROOF JACKS A. Pipe flashings shall be a one piece (# choose one: EPDM ethylene Propylene diene monomer) molded rubber boot raving a serviceable temperature range of -85°F to 212°F (for 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 and ultraviolet rays. Units shall have an aluminum flanged base ring. Do not install pipe flashings through ary p-drval seams - install ONLY in the flat portion of the panel. PART 3 - EXECUTION 3.01 SURFACE CONDITIONS A. Examination; 1. Inspect Installed worts of other trades and verity that such work Is complete to a point where this work may continue. 2. Verify that installation may be made in accordance With approved shop drawings and manufacturers instructions. This specifically includes verifying that see- ondary structural members and/or decking are installed to meet UL and building code requirements. Coordinate wah metal roof system manufacturer to insure that reduced clip spacings at eave, rake; ridge and corner areas are accommodated. B. Discrepancies; 1. In event of discrepancy, notify the architect (owner). 2. Do not proceed with installatlon 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. Install 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 meta! roof system manufacturer's shop draw- ings, instructions and recornmendatlons for Installation of roof curbs. Refer to metal roof system manufacturers standard installation details. Anchor curbs securely In place with pro- visions for thermal and structural movement. 3.04 CLEANING, PROTECTION A. Dispose of excess materials and remove debris from site. 0. Clean work in accordance with manufacturer's recommen- dations. C. Protect work against damage until final acceptance. Replace 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 dlssiml- lar metals such as copper, lead or graphite. Water run-otf from these materials Is also prohibited. This spec?flcally Includes condensate from roof trop A/C units. END OF SECTION DISCLAIMER. M80 makes no warranty, express or Implied as to the merchantability or tltness for any particular purpose of any product by an optlonal manufacturer. If you choose to use a prod- uct not manufactured by an optional manufacturer, as defined here!», you take the product as is and at your own risk. Descriptions and specircations contained herein were in effect at the time this publication was approved for printing. MBC/ reserves the right to disvontinus products at any time or change specifications and/or designs without notice and without incur- ring obligation. To insure you have Hie latest information available, please? Contact MBC1 or vlsN our web sfte At www.mbci.c" Oi•+% SUBJECT TO CHANGE WITHOUT NOTICE SEE WWW.mbci.00n'1 FOR CURRENT INFORMATION EFFE'TIVE Juty 19, 2002 r, ' y THERE ARE TWO BASIC VARIATIONS OF, THE STONE INSTALLATION PROCEDURE. r 1, The Standard installation 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 applied. to 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 i depth and enhances the finished design. DETERMINE THE, TOTAL PROJECT SQUARE 3 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 arca 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 feet of outside corner areas to be covered including any doorways required. However, some extra quantity of flats is desirable for best and windows that will have corners. fitting and for cutting and trimming. ti Fl& t Prepare surface M 2 Trim stone to fit i Fig. 9 Apply mortar M a Install corners first 06/03 © 2003 ELDORADO STONE LLC , • i 1 OVER SHEETROCK, WALLBOARD, PANELING, ` PLYWOOD OR OTHER RIGID WOOD -RELATED SHEATHING Cover the wall surface with a weather -resis- tive barrier. The barrier shall be equal to that provided for in the UB.C. Standard No. 14-1 for kraft waterproof building paper or asphalt -saturated rag felt. The building paper or felt shall he 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 notless 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, pene- trating enttrating 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 34 lb, 3/8" rib expanded metal lath to the studs using galvanized r -.nails or'staples every 6" vertically on stud centers with a mini- ' mum 1" 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 self -tapping screws with a 3/8" head that pro - i vides 3/8" minimum penetration beyond the inside metal sur- face. Then apply a 1/2" thick scratch coat of mortar over the t . s 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 r types of release agents. A method to determine their Pres cncc is by spraying surface with water. If water beads up or iuns 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) he cleaned 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". =� - MealIn6 Mm Joie, • i 1 OVER SHEETROCK, WALLBOARD, PANELING, ` PLYWOOD OR OTHER RIGID WOOD -RELATED SHEATHING Cover the wall surface with a weather -resis- tive barrier. The barrier shall be equal to that provided for in the UB.C. Standard No. 14-1 for kraft waterproof building paper or asphalt -saturated rag felt. The building paper or felt shall he 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 notless 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, pene- trating enttrating 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 34 lb, 3/8" rib expanded metal lath to the studs using galvanized r -.nails or'staples every 6" vertically on stud centers with a mini- ' mum 1" 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 self -tapping screws with a 3/8" head that pro - i vides 3/8" minimum penetration beyond the inside metal sur- face. Then apply a 1/2" thick scratch coat of mortar over the t . s 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 r types of release agents. A method to determine their Pres cncc is by spraying surface with water. If water beads up or iuns 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) he cleaned 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". OVER CMU WALL OVER SHEATHING Beni. �m W.16.-Baaaai-Burro kdINJ Monu Sm4Bd V. IVI . J8 Eldo.do Sro V— :-.anJ OVER RIGID INSULATION OVER OPEN STUD FRAMING Eldorado Stone® detail drawings for installation over four basic substrates. MealIn6 Mm Joie, s..ac-.Mo �ui"8 1tW Mon.se iqBd Eu".e"s,_-v._ cMu Wdl OVER CMU WALL OVER SHEATHING Beni. �m W.16.-Baaaai-Burro kdINJ Monu Sm4Bd V. IVI . J8 Eldo.do Sro V— :-.anJ 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 wet. not too dry) consistency. . iMORTAR MIX FOR STANDARD INSTALLATION (GROUTED JOINTS): Use Type N or Type S mortar mix as follows. A. SUGGESTED MIX -TYPE N MORTAR 2 PARTS TYPE -N MASONRY CEMENT S TO S PARTS MASONRY SAND WATER OR 1 PARTS PORTLAND CEMENT 1 PART LIME 8 TO B PARTS MASONRY SAND WATER B. ALTERNATIVE Mix -TYPE S MORTAR 8 PARTS TYPES MASONRY CEMENT S TO 7 PARTS MASONRY SAND WATER OR 2 PARTS PORTLAND CEMENT 1 PART LIME S TO 7 PARTS MASONRY SAND WATER This mortar can be colored to complement the stone by adding iron oxide pigments available from your dealer. 2 MORTAR MIX FOR JOINTLESS/ DRY47ACKED INSTALLATION: A. SUGGESTED MIX . 9 PARTS PORTLAND CEMENT . 2 PARTS THRISET MORTAR- (SEE IMPORTANT NOTE BELOW) 7 PARTS MASONRY SAND WATER B. ALTERNATE MIX #1 2 PARTS PORTLAND CEMENT 1 PART LIME 7 PARTS MASONRY SAND BONDING AGENT AND WATER (PREBLENDED 1d) C. AU RNAFE MIX #2 2 PARTS TYPES MASONRY CEMENT 7 PARTS MASONRY SAND BONDING AGENT AND WATER (PRESLENDED 13) *Note: 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. f& 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 surfaces 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 be alternated in.opposite directions on the wall corner. FITTING STONES Stones should be installed with uniform size grout joints. A consistent VT 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 Ftg. 7 Finish joints . 4 should be turned so they are not visible (down when below eye level and up when above eye level). 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 mason's 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 edges 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 he 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 are three distinct grout techniques. each with their own unique look: Standard -joints (Raked), Dry -Stack Joints and Overgrow Joints (Historically referred to as a sack finish). These three joint Rg. 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 careful not to smear grout onto the face 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" fitting 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. Overgrow, 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. Ifs 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 scat 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 1 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 scalers that are of the "penetrating breathable" type and either Silanc or Siloxage based should be used. The scaler should be tested for color change on several loose stones before application, as sealers will darken stone. I 7 J t1�M 1 ICBO Evaluation Service Inc. e IOW 5360 WORKMAN MILL ROAD - WHITTIER, CALIFORNIA 90601-2299 i r -• A subsidiary corporation of the International Conference of Building Officials EVALUATION REPORT ER -3523 Copyright ®1999 ICBO Evaluation 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, CLAYLITEO 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 Claymaxm 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: 2.2.1 "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/m2). 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 9/1e 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 tile 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 -inch (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 9/18 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 Clayllte 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 alterative 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, laid flat, may be installed along the gable rake. See Figures 2 through 6 for additional details. Evaluation reports ofICBO Evaluation Service, Inc., are issued solely to provide information to ClassA membersofICBO, utilizing the code upon which the report is based. Evaluation reportsare not to be construed as representing aesthetics orany 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 ICBO Evaluation Service, Inc., technical staff has reviewed the test resuUsandlorother data, but does not possessiest facilitiesto make an independent verification. There is no warranty by ICBO Evaluation Service, Inc., express orimplied, alto any "Finding" or other matter in the report oras to anyproduct covered by the report. This disclaimerincludes, but is not /imitedto, merchantability. Page 1 of 8 Page 2 of 8 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. A full 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 file 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 tile ties may be used as an aftemate 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 underlayment must be repaired prior to installation of the replacement tile. Replacement tile is inserted intothe open space, maintaining head and side laps. The tile is secured with approved plastic ER -3523 cement or adhesive, a No. 11 gage corrosion -resistant nail or an existing wire tie fastener. 2.3.7 Roofing Classification: When installed over neA ' construction as described in this report, the clay roof tiles are 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 tile 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 (ICBG 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 -place "S," Tapered Two-piece Mission, Flat Shingle, Romano Pans, Clayltte and ClayMax clay roof- ing tiles comply with the 1997 Uniform 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. 4.2 The tiles are manufactured at the United States Tile Company plant In Corona, California. This report is subject to re-examination in two years. -Page•3 of 8 ER -3523 X40 1--. LOW=P 'r 1'�i//\�f�Evtl�. E6m 4 7L ,�C/TT ENO ONE-PIECE "S" AND CLAYUM ROOF TILE AMMD !' B1lT E7v0 CAM FLAT SHINGLE ROOF For SI: 1 inch = 25.4 mm. BUTT F_7S/O MISSION TWO-PIECE ROOF TILE FIGURE tI—TILE PROFILES y 14 0 DnG1 yn � a m w N w f�I Page 5 of 8 ER -3523 AAAC-,�vEG. GTc�t4Rr� �oos7ER� . O /=LASNI�tIa S'AG�oLE /?'L'4.7A!!'J COUNTg�' iZ�Oala I�ZEX/6tC ERS/ f44LA-W 49 W/"W/" fA SABfI A�T:41L GAG/N7� =7v a AfAm ME.TdL Cl14NNE-L RAS'od/A/L^ 2f --V 14EWLJ Ml 7A4 CAdW.MEZ d4XAMW1A.0'o \y Q7A!L AT W044L G.<L4!?Y 1UE4VEL/�/E44 &44t%740-67 7 lo=.W. jg417V/OEZI 714.4"SA-E-R 70 TLS Ori TYLE s7Jp/NcSER9 GV�'it/E�ESS�Y' Ir+rtE7Gi/VT W/17vREX.ME 144EE71rm 4 A 10 d W "/,c 04 Z -5 AA O RIZAdp1ES. 1348 For Sl: I inch = 25.4 mm. FIGURE 3—TAPERED MISSION TILES Page 6 of 8 MAA I 5112" LG. x 11 GA. NAIL EA. TILE THRU TILE & SHEATHING �,/U�P.Q/Cd�clE E.G. y'7'LE n p n 11 _��"XVGA- AIM- J.7WR41 -ALT �17� .TW —nV7,X G . ,cmc �SE"CT/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 ER -3523 5112 LG. x 11 GA. NAIL EA. TILE TO SHEATHING 1314" x 11 GA. NAIL EA. TILE TO ' SHEATHING HURRICANE CLIP 1112"x19 GA. GALV. STL. ONE PER TILE ON SIDE LAP. HURRICANE CLIPS OPTIONAL IF TWO NAILS INSTALLED PER TILE. /iCl. Aw r - �O_ - For Sl: l inch = 25.4 mm. FIGURE 4—ONE-PIECE "S" TILE FOR 7:12 TO 21:12 SLOPES t) Page 7 of 8 NOTE: ALL NAILS THROUGH TILE TO BE 11 GA. (MIN.) WITH ¢ HEAD AND MUST PENETRATE 3/4" MIN. INTO NAILER OR SHEATHING OR THROUGH s SHEATHING IF LESS THAN 3/4„ �. ALL NAILS TO BE 8/ CORROSION RESISTANT I HL !1 i ER -3523 2" x 3" NAILER (OPTIONAL) TL IL EA. TILE ROUGH TILE CK TO EATHING OR NAILER I Ar OF �► ... r Bl7GST 'Lcii? T7LE M/Ss/Gr�� 77�LE NAILER (OPTIONAL) 2" x 3" AWL Tf.NU 7744E / NAILER 14=75r.T GC C#r"4E 70 (OPTIONAL) itl,�/LE�Q /P V.ARIE3 7 70 f.�4Tf-//it/G 271�L�1• �.dCL� For SI: ] inch = 25.4 mm. FIGURE 5—TWO-PIECE MISSION TILE FOR 7:12 TO 21:12 SLOPES Page 8 of 8 ER -3523 FA LETT ADCsE Ow h I ( TR/M (7 Y-=) LEFT 40001=-9� 7R/M OVCV :���r4L_4AYour_ LEFT EaGE F44SA//A/ a AWAS77C G197NESt/T FL45f�/�/S. ,AT WAL[- /S�E7�svi?E 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. A;VWAWJP- E17GE 7X&Ald? -/�2rc�•c/T s77�/P j'�o�zN�tisro 2�2 �/LER /OGE C-EMEA 774E ELT F'EL T. For Sl: ] inch = 25.4 mm. FIGURE 6 --SHINGLE TILE r 08/23%2005 '01:20 9098889626 DAART ENGINEERING r RIVERSIDE COUNTY FIRE DEPARTMEN 4 / IN COOPERATION WITHr. CALIFORNIA DEPARTMENT OF FORESTRY AND FIRE PROTECTION' 4080'LEMON STREET. 2ND FLOOR ywr► • P.O. BOX 1549 drvsasrC RIVERSIDE, CA 92502-1549 i (909) 955-4n7 FAX (909) V44NO JOB CARD THIS INSPECTION RECORD MUST BE AT JOB SITE WITH THE APPROVED SET OF PLANS !' Date •� a� r I11 ]Cation � •AH y'Ir � ase No. . I: (' : '• .� r prinkler Company �t Undergrou Visua Date Inspector ff 'dints and Thrust Stocks Must Be Exposed) 1 I A6Aacrttui 1 Und ground Date Inapac or '00 PSI For 2 Hrs. Prior to Inspection Tim@) i. underground Flush Date Inspector 1 t bj<j sad tatic ..to Inspector '00 PSI For 2 Hrs. Prior to inspection Time) Overhead Final - Date Inspector , re Main Installer Underground Visual \\ Date Inspector oints and Thrust Blocks Must Be Exp Sed) 1l �• ' f• Underground static Date Inspector 00 PSI For 2 Hm Prior to Inspection Time) i 1 Underground Flush Onto Inspector dinguishing Syste Installer i Final Date Inspector re.Alarm Installer Final Date, Inspector rtk Installer Final JEL MODIFICATION Inspector Data .Inspector DO NOT OCCUPY THIS STRUCTURE UNTIL AFTER FINAL INSPECTION BY BUILDING AND SAFETY 1E9 lee- 8102) PAGE 02 AUG -25-2005 THU 02;56 PM RIVERSIDE COUNTY FIRE FAX NO. 17608637072 RIVERSIDE COUNTY ..." i FARE DEPARTMENT Indio.,q22fff--T7Max Graig E. Anthony Fire Chief Proudly Serving the unincorporated ares of Riverside County and the Cities of: Banning Beaumont. Calirnem Canyon Lake Coachella m Desert Trot Sprirtgs Indian Wells C• Indio Lake Elsinore 1.a Quinta Moreno Valley Palm Dessert 1?erns Rancho Mirage San Jacinto 4� Temecula Hoard of Supervisors Bob Buster, District 1 John Tavaglione, District 2 .Teff Stono, District 3 Roy Wilson, District 4• Marion Ashley, District 5 August 26 2005 City of La Quinta Building Department Re' Shell Final La Quinta Valley Plaza. The Riverside County Dept Department is granting ai-5NE fire final' For the following project located at 79=430 -HH �- l l.'17) By (moo Terry De5oucy Fire Systems Inspector EMERGENCY SERVICES DIVISiO • PLANNING SECTION • INDIO OFFICE 82-675 Highway 111, 2W PI., Indio, CA 192201 . (760) 883-8886 • Fax (780) 883-7072 P, 01/01'. RIVERSIDE COUNTY FIRE DEPARTMENT In cooperation with the California Department of Forestry and Fire Protection 210 West San Jacinto Avenue • Perris, California 92570 • (909) 940-6900 • Fax (909) 940-6910 Tom Tisdale Fire Chief August 15, 2005 Proudly serving the unincorporated areas of Riverside County and the Cities of: Banning Beaumont Calimesa Canyon Lake Coachella Desert Hot Springs Indian Wells Indio Lake Elsinore La Quinta Moreno Valley Palm Desert Penis 4. Rancho Mirage San Jacinto Temecula Board of Supervisors Bob Buster, . District 1 John Tavaglione, District 2 Jim Venable, District 3 Roy Wilson, n' —4- To: La Quinta Building Department Re: Final fire Clearance The Riverside County Fire Department is granting -a fire life safety clearance for La Quinta Valley Plaza Bldg # 5 at 79-430 Highway:11-1 LAQ=04BP063 (s>ielllfinaLoinly) If you have any questions contact me at 760-345-6954 Respectfully, Neal Stephenson Fire Systems Inspector I RIVERSIDE COUNTY f FIRE DEPARTMENT r. ...�... ,HighwayIndio, Fax863-7072 Craig E. Anthony . Fire Chief Proudly serving the unincorporated areas of Riverside County and the Cities of: Banning e Beaumont Calimesa ti Canyon Lake Coachella Desert Hot Springs Indian Wells 4. Indio 4. Lake Elsinore .; La Quinta e Moreno Valley 44. Palm Desert b Perris Rancho Mirage San Jacinto Temecula Board of Supervisors Bob Buster, District 1 John Tavaglione, District 2 Jeff Stone, District 3 Roy Wilson, District 4 Marion Ashley, District 5 April 20, 2005 Ficcadenti & Waggoner. 16969 Von Karmen, Ste 240 Irvine, CA 92714 Re: Non -Structural Building Plan Review — Revision #1 LAQ-04-BP-063 / L.Q. Valley Plaza — Bldg. 5 79-430 Hwy 111 Fire Department personnel have reviewed and approved the revised plans for the addition of an electrical room submitted for the above referenced project. Please be advised the previous conditions from the letter of approval still apply. All questions regarding the meaning of these conditions should be referred to the Fire Department Planning & Engineering staff at (760) 863-8886. Sincerely, FRANK KAWASAKI Chief Fire Department Planner By Walter Brandes Fire Safety Specialist Cc: City of La Quinta - Building Dept.' reweawP GZWLS QUkft%PMECTbI&Aft acun04468P4=.ax EMERGENCY SERVICES DIVISION • PLANNING SECTION • INDIO OFFICE 82-675 Highway 111, 2^" FI., Indio, CA 92201 • (760) 863-8886 • Fax (160) 863-7072 RIVERSIDE COUNTY FIRE DEPARTMENT In cooperation with the California Department of Forestry and Fire Protection 82-675 Highway 111, 2nd FI., Indio, CA 92201 • (760) 863-8886 • Fax (760) 863-7072 July 13, 2004 Tom Tisdale Fire Chief To: City of La Quinta Building Department Proudly serving the Re: Release for Building Permits unincorporated areas of Riverside LAQ-04-BP-063 / L.Q. Valley Plaza — Bldg. 5 County and the 79-430 Hwy 111 Cities of: The Riverside County Fire Department hereby releases the above referenced project for issuance of a Banning building permit at the discretion of the Building Department. 4. Beaumont �O Calimesa Respectfully, Canyon Lake 4. FRANK KAWASAKI Coachella Chief Fire Department Planner 4.L Desert Hot Springs .;. Indian Wells 4. By Indio Walter Brandes ❖ Fire Safety Specialist Lake Elsinore 4. La Quinta Moreno Valley 4. Palm Desert 44 Perris Rancho Mirage ❖ San Jacinto .y Temecula Board of Supervisors Bob Buster, District I John Tavaglione, District 2 Jim Venable, District 3 Roy Wilson, District 4 H1PEPGENERALTORMS\Bldg Pemml Release - LO.doc Marion Ashley District 5 EMERGENCY SERVICES DIVISION • PLANNING SECTION • INDIO OFFICE 82-675 Highway 111, 20d FI., Indio, CA 92201 • (760) 863-8886 • Fax (760) 863-7072 Tom Tisdale Fire Chief Proudly serving the unincorporated areas of Riverside County and the Cities of: Banning Beaumont e• Calimesa Canyon Lake Coachella g. Desert Hot Springs Indian Wells Indio Lake Elsinore La Quinta Moreno Valley 4. Palm Desert .;. Perris •t• Rancho Mirage San Jacinto Temecula Board of Supervisors Bob Buster, District 1 John Tavaglione, District 2 Jim Venable, District 3 Roy Wilson, District 4 Marion Ashley District 5 RIVERSIDE COUNTY FIRE DEPARTMENT In cooperation with the California Department of Forestry and Fire Protection 82-675 Highway 111, 2^d FI., Indio, CA 92201 . (760) 863.8886 . Fax (760) 863-7072 April 20, 2004 Ficcadenti & Waggoner. 16969 Von Karmen, Ste 240 Irvine, CA 92714 Re: Non -Structural Building Plan Review LAQ-04-BP-063 / L.Q. Valley Plaza — Bldg. 5 X79=430 -Hwy 111 - 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) These conditions are for a shell building and will receive a shell final only. No fire and life safety clearance will be issued for a tenant space until the specific occupancy classification has been established and tenant improvement plans have been reviewed and conditioned by the Riverside County Fire Department. 2) Fire Department approval is based upon the 2001 CBC requirements for Group B/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. 3) The Fire 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. 4) 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. Prior to the issuance of a building erm' , applicant/developer shall furnish one blueline copy of the water system plans to the Fire Depart ent for review. Plans shall conform to the fire hydrant types, iocation ands acin ag, nd th_e_sys em shall meet the fire flow requirements. Plans must be signed by a registered Civil Engineer and/or the local water company with the following certification: "I certify that the design of the water system is in accordance with the requirements prescribed by the Riverside County Fire Department". 6) 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. 7) Install a monitoring system designed in accordance with NFPA 72, which must include a water flow monitor, control valve tamper and continuous monitoring service. System plans must be submitted to the Fire Department for review, along with a plan check/inspection fee. EMERGENCY SERVICES DIVISION • PLANNING SECTION • INDIO OFFICE 82675 Highway 111, 2^d FI., Indio, CA 92201 • (760) 863-8886 • Fax (760) 863-7072 J 8) 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. 9) All egress doors shall comply with CBC Sec. 1003.3.1.8 for proper door hardware. 10) Install portable fire extinguishers per Title 19, but not less than 2A1 OBC in iating. Contact certified extinguisher company for proper placement of equipment. 11) 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 buildings) 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. 12) Electrical room door shall be posted "ELECTRICAL ROOM"•on the outside of door. Please contact the Fire Department Planning & Engineering staff for final inspection prior to occupancy. r. All questions regarding the meaning of these conditions should be referred to the Fire Department Planning & Engineering staff at (760) 863-8886. Sincerely, FRANK KAWASAKI Chief Fire Department Planner By 3 Walter Brandes Fire Safety Specialist City-of-La-Quinta = Building-Dept� , B BUILDER .1 CONTRACTOR RESPONSIBILITIES IT IS THE RESPOFISIBILI-Y OF THE SUiLOER/CONTRACTOR TO INSURE THAT ALL PROJECT PLANS AND SPECIFICATIONS COMPLY WITH THE APPI;CAELF. REQUIREMENTS OF ANY GOVERNING BUILDING AUTHORITIES. THE SUPPLYING OF SEALED ENGINEERING DATA AND DRAWINGS FOR THE METAL BUILDING SYSTEM DOES NOT IMPLY OR CONSTITUTE AN AGREEMENT THAT METALLIC BUILDiNC COMPANY OR ITS DESIGN ENGINEER IS ACTING AS THE ENGINEER OF RECORD OR DESIGN PROFESSIONAL FOR A CONSTRUCTION PROJECT. THE CONTRACTOR, MUST SECURE At.[. REQUIRED APPROVALS AND PERMITS FROM THE APPROPRIATE AGENCY AS REQUIRED. APPROVAL OF METALLIC': DRAWINGS AND CALCULATIONS INDICATE THAT METALLIC BUILDING COMPANY CORRECTLY INTERPRETEO AND APPLIED THE REQUIREMENTS OF THE CONTRACT DRAWINGS AND SPECIFICATIONS. (SECT: 4.2.1 AISC CODE OF STANOARP PRACTICES. 9TH ED.) WHERE DISCREPANCIES EXIST SETINEEN METALLIC'S STRUCTURAL STEEL PLANS AND THE PLANS FOR OTHER TRADES. THE STRUCTUFAL STEEL 'LA.N:S SHALL GOVERN. (SECT. 3.3 AISC CODE OF STANDARD PRACTICE 9TH E0.) DESIGN CONSIDERATIONS OF ANY MATERIALS IN THE STRUCTURE WHICH ARE NOT FURNISHED BY METALLIC BUILDING COMPANY ARE THE RCSPONSIBII.ITY OF THE CONTRACTORS AND ENGINEERS OTHER THAN METALLIC BUILDING COMPANY'S ENGINF.F_RS UNLESS SPECIFICALLY iNDICATED. THE CONTRACTOR IS ReSPONSIBLE FOR ALL ERECTION OF STEEL AND ASSOCIATED WORK IN COMPLIANCE WITH METALLIC BUILDING COMPANY'S "FUR CONSTRUCTION" DRAWINGS. PRODUCTS SI-IPPE13 10 BUILDER OR HIS CUSTOMER SHALL BE INSPECTED BY BUILDER IMMEDIATELY UPON ARRIVAL. CLAIMS FOR SHORTACES OR OEFEC*nVL MATERIAL IF NOT PACKAGED MUST BE MAILED TO METALLIC IN WRITING WITHIN FIVE (5) DAYS AFTER RECEIPT OF THE SHIPMENT. HOWEVER, IF A DEFECT IS OF SUCH A NATURE THAT REASCNAeLF VISUAL INSPEC71pN 'WOULD FAIL TO DISCLOSE IT, THEN THE CLAIM MUST BE MADE WITHIN FIVE (5) DAYS AFTER THE BUILDER LEARNS OF THE DEFECT. METALLIC WILL NOT BE LIABLE FOR ANY DEFECT UNLESS CLAIM IS MADE WITHIN ONE (I) YFAR AFTER DATE OF THE ORIGINAL SHIPMENT BY METALLIC TO BUILDER OR HIS CUSTOMER. METALLIC WILL BE GIVEN A REASONABLE OPPORTUNITY TO INSPECT DEFECTIVE MATERIALS UPON RECEIPT OF CLAIM BY BUILDER. IF A DEFECT IS OF SUCH NAPJRE NAT IT CAN BE REMEDIED BY A FIELD OPERATION AT THE JOB SITE WITHOUT THE NECESSITY OF RETURNING THE MATERIAL TO METALLIC, THEN UPON WRITTEN AUTHORIZATION OF METALLIC THE BUILDER MAY REPAIR OR CAUSE THE MATERIAL TO BE REPAIRED AND METALLIC WILL REIMBURSE THE BU:LOER VOR I) -IE COST OF THE REPAIR IN ACCORDANCE WITH THE WRITTEN AUTHORIZATION. ALL BRACING AS SHOWN AND PROVIDED BY METALLIC FOR THIS BUILDING IS REQUIRED AND SHALL BE INSTALLED BY THF.ERECIOR AS A PERMANENT PART OF THE STRUCTURE_ TEMPORARY SUPPORTS. SUCH AS TEMPORARY GUYS, BRACES, FALSE WORK, CRIBBING OR OTHER ELEMENTS REQUIRED FOR THE ERECTION OPERATION WILL BE DEIERMiNED AND FURNISHED AND INSTALLED BY THE ERECTOR. THESE TEMPORARY SUPPORTS WILL SECURE THE STEEL FRAMING, OR ANY PARTLY ASSEMBLED STEEL FRAMING, AGAINST LOADS COMPARABLE IN INTENSITY TO THOSE FOR WHICH THE STRUCTURE WAS DESIGNED, RESULTING FROM WIND, SEISMIC FORCES AND ENECT:ON OPERATIONS, BUT NOT THE LOADS RESULTING FROM THE PERFORMANCE OF WORK BY OR THE ACTS OF OTHERS. NOR SUCH UNPREDICTABLE LOADS AS THOSE DUE TO TORNADO, EXPLOSION OR COLLISION. (SECT. 7.9.1 RISC CCOE OF STANDARD PRACTICE, 9TH ED.) DESIGN OF GUTTER AND DOWNSPOUT IS A FUNCTION OF THE RAINFALL INTENSITY AND AREA TO BE DRAINED. DESIGN PARAMETERS UTILIZED ARE IN ACCORDANCE WITH THE 1986 LOW RISE BUILDING SYSTEMS MANUAL AND/OR . THE 9TH EDITION OF THE ARCHITECTURAL. GRAPHIC STANDARDS. AS APPLICABLE. PROPER OWNER MAINTENANCE DICTATES THAT THE DRAINAGE SYSTEM BE KEPI' FREE AND CLEAR OF DEBRIS AND/OR ICE AT ALL TIMES TO ENSURE PROPER FUNCTION OF THE GUTTER AND DOWNSPOUT. IN THOSE CASES WHERE THE OWNER/TENANT OF A PROPERTY IS UNWILUNG OR UNABLE. TO PROVICE PROPER MAINTENANCE, ELIMINATION OF GUTTER SHOULD BE CONSIDERED AS AN ALTERNATIVE. PRODUCT CERTIFICATIONS METALLIC BUILDING COMPANY IS A. MEMBER OF THE METAL BUILDING MANUFACTURERS ASSOCIATION. METALLIC BUILDING COMPANY'S FABRICATION AND PRODUCTS ARE COVERED BY ONE OR MORE OF THE FOLLOWING CERTIFICATIONS: 1. APPROVED FABRICATOR OF PREFABRICATED BUILDINGS AND COMPONENTS. REFERENCE ICBO REPORT NO FA -337 2. SBCCI COMPLIANCE REPORT NO. 9461A 3. AISC METAL BUILDING CERTIF!CAIIUIJ PROGRAM 4. CITY OF HOUSTON APPROVED FABRICATOR (REGISTRATION NO. 164) 5. WISCONSIN PRODUCT APPROVAL NUMBER 200231-M 6. CLARK COUNTY, NEVADA APPROVED FABRICATOR 7. CITY OF LOS ANGE!.ES, CALIFORNIA APPROVED TYPE 1 FABRICATOR (LAp1604) 8. CANADIAN WELDING BUREAU CERTIFICATION TO CSA STANDARD W47.1 IN DIVISION 1 (SYMBOL PY72(HOUSTON, TX)) 9. TEXAS DEPT. OF INSVP.ANCE PRODUCT EVALUATION RC -34 APPROVAL NOTES THE FOLLOWING CONDITIONS APPLY IN 'THE EVENT THAT THESE DRAWINGS ARE USED AS APPROVAL DRAWINGS A) IT IS IMPERATIVE THAT ANY CHANGES TO THESE DRAWINGS: 1) BE MADE IN CONTRASTING INK. 3) HAVE ALL INSTANCES OF CHANGE CLEARI Y INDICATED. 2) BE LEGIBLE AND UNAMBIGUOUS. B) DATED SIGNATURE IS REOUIRCO ON ALL PAGES. C) MANUFACTURER RESERVES THE RIGHT TO RE -SUBMIT DRAWINGS WITH EXTENSIVE OR COMPLEX CHANCES REQUIRED TO AVOID MISFABRICAP.ON. THIS MAY IMPACT THE DELIVERY SCHEDULE. D) APPROVAL OF THESE CRAWINGS INDICATES CONCLUSIVELY THAT METALLIC HAS CORRECTLY INTERPRETED THE CONTRACT REOU'REMENTS, AND FURTHER CONSTITUTES AGREEMENT THAT THE BUILDING AS DRAWN, OR AS DRAWN LITH INDICATED CHANCES REPRESENTS THE TOTAL OF THE MATERIALS TO BE SUPPLIED BY MANUFACTURER. E) ANY CHANCES NOTED ON THE ORA:WINGS NOT IN CCNFORMANCE WATH THE TERMS AND REQUIREMENTS OF THE CONTRACT BETWEEN MANUFACTURER AND ITS CUSTOMER ARE NOT BINDING ON MANUFACTURER UNLESS SUBSEQUENTLY SPECIFICALLY ACKNOWLEDGED AND AGREED TO IN WRITING BY CHANCE ORDER OR SEPARATE DOCUMENTATION. MANUFACTURER RECOGNIZES THAT RUBBER STAMPS ARE ROUTINELY USED FOR INDICATING APPROVAL. DISAPPROVAL, REJECTION, OR MERE REVIEW OF THE DRAWINGS SUBMITTED. HOWEVER, MANUFACTURER DOES NOT ACCEPT CHANGES OR ADDITIONS TO CONTRACTUAL TERMS AND CONDITIONS THAT MAY APPEAR WITH USE OF A STAMP OR SIMILAR INDICATION OF APPROVAL, DISAPPROVAL, ETC. SUCH LANGUAGE APPLIED TO MANUFACTURER'S DRAWINGS BY THE CUSTOMER, ARCHITECT, ENGINEER, OR ANY OTHER PARTY WILL BE CONSIDERED AS UNACCEPTABLE ALTERATIONS TO THESE DRAWING NOTES, AND WILL NOT ALTER THE CONTRACTUAL RICHIS AND OBLIGATIONS EXISTING BETWEEN MANUFACTTJRER AND ITS CUSTOMER. GENERAL NOTES THE STRUCTURE UNDER THIS CONTRACT HAS BEEN DESIGNED AND DETAILED FOR THE LOADS ANO CONDITIONS STIPULATED IN THE CONTRACT AND SHOWN ON THESE DRAWINGS. ANY ALTERATIONS TO THE STRUCTURAL SYSTEM OR REMOVAL OF ANY COMPONENT PARTS, OR THE ADDITION OF OTHER CONSTRUCTION MATERIALS OR LOADS MUST BE DONE UNDER THE ADVICE AND DIRECTION OF A REGISTERED ARCHITECT, CIVIL OR STRUCTURAL ENGINEER. METALLIC BUILDING COMPANY WILL ASSUME NO RESPONSIBILITY FOR ANY LOADS NOT INDICATED. THIS METAL BUILDING IS DESIGNED WITH METALLIC BUILDING COMPANY'S STANDARD PRACTICES WHICH ARE BASED ON PERTINENT PROCEDURES AND RECOMMENDATIONS OF THE FOLLOWING ORGANIZATIONS AND CODES. 1. AMERICAN INSTITUTE OF STEEL CONN IrT nw. "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" 2. AMERICAN IRON AND STEEL INSTITUTE: 'SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS" 3. AMERICAN WELDING SOCIETY: "STRUCTURAL WELDING CODE" AWS 01.1. 4. METAL BUILDING MANUFACTURER'S ASSOCIATION" "LOW RISE BUILDING SYSTEMS MANUAL" S. INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS: "UNIFORM BUILDING CODE" . 6. SOUTHERN BUILDING CODE CONGRESS INTERNATIONAL' "STANDARD BUILDING CODE" 7. BUILDING OFFICIAL AND CODE ADMINISTRA';ORS INTERNATIONAL: -BOCA NATIONAL BUILDING CODE' 8. NATIONAL BUILDING CODE OF CANADA. j MATERIAL PROPERTIES OF STEEL PLATE USED IN THE FABRICATION OF PRIMARY RIGID FRAMES, AND OTHER PRIMARY STRUCTURAL EXCLUSIVE OF COLD -FORMED SECTIONS. CONFORM TO ASTM -A529 OR A-572 . FLANGES WITH THICKNESS OF ONE INCH OR LESS AND WIDTH OF 12" OR.LESS CONFORM TO A-529 WITH A MINIMUM YIELD POINT OF 55,000 psi. FLANGES GREATER THAN 1' IN THICK14ESS OR 12' IN WIDTH CONFORM TO A-572 WITH AMINIMUM YIELD POINT OF 50,000 psi. WEB MATERIAL CONFORMS TO ASTM -A36 MODIFIED WITH A MINIMUM YIELD POINT OF 46,000 psi. MATERIAL PROPERTIES OF PIPE SECTIONS CONFORM TO ASTM -A53 TYPE E, GRADE B WITH A MINIMUM YIELD POINT OF 35,000 psi. MATERIAL PROPERTIES OF HOT ROLLED STEEL MEMBERS CONFORM TO THE REQUIREMENTS OF ASTM -A36 OR A572 WITH A MINIMUM YIELD POINT OF 50,000 psi. MATERIAL PROPERTIES OF COLO FORMED LIGHT GAGE STEEL MEMBERS CONFORM TO ASTM -A570 OR A607 GRADE 55 MODIFIED WITH A MINIMUM YIELD POINT OF 57,000 psi. MATERIAL PROPERTIES OF ROOF/WALL SHEET;:G, BASE METAL CONFORM TO ASTM -A792 GRADES D OR E WITH MINIMUM YIELD POINTS OF 50,000 psi AND 80,000 psi RESPECTIVELY, AS REQUIRED BY DESIGN. COATING OF BASE MATERIAL IS 55% ALUMINUM -ZINC ALLOY IN ACCORDANCE WITH AZ55 SPECIFICATIONS. CABLE UTILIZED FOR BRACING CONFORMS TO ASTM A475. ROD AND ANGLE UTILIZED FOR BRACING MEMBERS CONFORM TO ASTM A36. STRUCTURAL JOINTS WITH A.S.T.M. A-325 HIGH STRENGTH BOLTS, WHERE INDICATED ON THE DRAWINGS, SHALL BE ' ASSEMBLED AND THE FASTENERS TIGHTENED IN ACCOP.OANCE WITH "TURN -OF -NUT" METHOD AS DESCRIBED IN THE SPECIFICATION FOR STRUCTURAL JOINTS USING A.S.T.M. A-325 OR A-490 BOLTS (11-13-85), UNLESS OTHERWISE NOTED. ALL JOINTS WILL BE ASSEMBLED WITHOUT WASHERS UNLESS OTHERWISE NOTED. ALL STEEL MEMBERS EXCEPT BOLTS, FASTENERS AND CABLE SHAD_ RECEIVE ONE SHOP COAT OF IRON OXIDE CORROSION INHIBITIVE PRIMER, MEETING THE PERFCRMANCE REQUIREMENTS OF TTP -636. SHOP AND FIELD INSPECTIONS AND ASSOCIATED FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR, UNLESS STIPULATED OTHERWISE IN THE CONTRACT. METALLIC BUILDING COMPANY WILL IDENTIFY PRIMARY 3FRUCTURAL STEEL WTH A MINIMUM YIELD POINT GREATER THAN 36,000 PSI BY MEANS OF A STICKER NEAR THE ERECTION MARK ON EACH SHIPPED PIECE. SECONDARY MEMBERS WITH A YIELD POINT EQUAL TO OR GREATER THAN 33,000 PSI SHALL BE IDENTIFIED BY MEANS OF A STICKER NEAR THE ERECTION MARK ON EACH SHIPPED PIECE. ' (THIS IS IN ACCORDANCE TO THE "1997 UBC SECTION 2"e03, SUB -SECTION 2203.2 AND 2203.3.) SAFETY COMMITMENT METALUC BUILDING COMPANY HAS A COMMITMENT TO MANUFACTURE QUALITY BUILDING COMPONENTS THAT CAN BE SAFELY ERECTED. HOWEVER, THE SAFETY COMMITMENT AND JOB SITE PRACTICES OF THE ERECTOR ARE BEYOND THE CONTROL OF METALLIC BUILDING COMPANY. IT IS STRONGLY RECOMMENDED THAT SAFE WORKING CONDITIONS AND ACCIDENT PREVENTION PRACTICES BE THE TOP PRIORITY OF ANY JOB SITE. LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STA14DARDS SHOULD ALWAYS BE FOLLOWED TO HELP INSURE WORKER SAFETY, MAKE CERTAIN ALL EMPLOYEES KNOW THE SAFEST AND MOST PRODUCTIVE WAY OF ERECTING A BUILDING. EMERGENCY PROCEDURES SHOULD BE KNOWN TO ALL EMPLOYEES. DAILY MEETINGS HIGHLIGHTING SAFETY PROCEDURES ARE ALSO RECOMMENDED. THE USE OF HARD HATS, RUBBER SOLE SHOES FOR ROOF WORK, PROPER EQUIPMENT FOR HANDLING MATERIAL. AND SAFETY NETS WHERE APPLICABLE, ARE RECOMMENDED. ' MEL APP�A� ,, NO. DATE THESE ORAVANGS, BEING FOR APPROVAL ARE BY DEFINITION NOT FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT DOCUMENTS ONLY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN BE CONSIDERED AS COMPLETE OFO9� EERULj- THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL IN THAT, AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY DRAWINGS ISSUED - FOR CONSTRUCTION " CAN BE CONSIDERED AS COM.'LETE. ' EOBJ_OUyB rntar FINAL DRAWINGS. BUILDING DESCRIPTION FNIWAII FRAME TYPF BASIC SIZE: WIDTH LSGIN HDGHI ROOF PRN LETT RIGHT BLDG. 'A' CS 68-104 222' -Tat i6'-0 4:12 NON DIP. Is NON EYP. MF BLDG. 'B & F' 8'-6 I9'-11 18'-10(e /19'-2111 4:12 NON EAP W NOW DIP NF BLDG. 'C & E" 8'-6 81'-8 14'-4/17'104 5:12 NON ETD MF NON ETP. MF BLDG. V 8'-6 21'42 18'-10(e /19'-2% 4:12 NON ExP. uF NON EXP. MF WARNING- IN NO CASE SHOULD GALVALUME STEEL PANELS BE USED IN CONJUNCTION WITH LEAD OR COPPER. BOTH LEAD AND COPPER HAVE HARMFUL CORROSION EFFECTS ON THE ALUMINUM ZINC ALLOY COATING WHEN THEY ARE USED IN CONTACT WITH GALVALUME STEEL PANELS. EVEN RUN-OFF FROM COPPER FLASHING. WIRING, OR TUBING ONTO CALVALUME SHOULD BE AVOIDEI BASEX"TION. SHEETING, BLANKET TYPE INSULATION: NONE REOUM $ 24 Or DOUBLE-LOK/CALvALuME/ WOW FL OATRG ROOF _ NONE C I BY WANUFACTURER E_] BY C MFRS Lal RDOF LM WALLED UL -25C # EXCEPT FOR BLDG. "C" PBR/GALVALUME BUILDING LOADS THIS IS TO CERTIFY THAT THIS STRUCTURE IS DESIGNED UTILIZING THE LOADS INDICATED AND APPLIED AS REQUIRED BY _ UBC 1997 THIS CERTIFICATION IS LIMITED TO THE STRUCTURAL DESIGN OF THE FRAMING AND COVERING PARTS MANUFACTURED BY THE BUILDING MANUFACTURER AND AS SPECIFIED IN THE CONTRACT. ACCESSORY ITEMS SUCH AS DOORS, WINDOWS, LOUVERS, TRANSLUCENT PANELS, VENTILATORS ARE NOT INCLUDED. ALSO EXCLUDED ARE OTHER PARTS OF THE PROJECT NOT PROVIDED BY THE BUILDING MANUFACTURER SUCH AS FOUNDATIONS, MASONRY WALLS, MECHANICAL EQUIPMENT AND THE ERECTION AND INSPECTION OF THE BUILDING. THE BUILDING SHOULD BE ERECTED ON A PROPERLY DESIGNED FOUNDATION IN ACCORDANCE WITH THE BUILDING MANUFACTURER'S DESIGN MANUAL, THE ATTACHED DRAWINGS, AND GOOD ERECTION PRACTICES. THE CONTRACTOR AND/OR ENGINEER OF RECORD iS TO CONA'I.RM THAT THESE LOADS COMPLY WITH REQUIREMENTS OF THE LOCAL BUILDING DEPT. HOOF LEAD LOAD 2.5 IPSF ( FOR ROOF PANELS AND PURLINS ) DRAWING INDEX COl l ATFRAI nFAn I nAD 5.0 PSF (TYP. EXCEPT FOR AREA 'C & E TO HAVE ISSUE PAGE DESMPKON ROnF I IVF 1 Oan 22.0 PSF) - A Cl of I COVER SHEET PRIMARY FRAMING 12.0 IPSF SECONDARY FRAMING 20.0 PSF A ES -1 INSTALURON PROCEDURES AUXII MARY 1 IVF 1 DAD PSF GRnUNn SNOW I OAn 0.0 PSF ( Ce ) A n .af 2 ANCROR BOLT PLAN ROOF SNOW I OAD -0.0 PSF A F2 of 2 BASE a DETAILS ASO REACKONS MND -LOAD. 800 MPH, EXPOSURE C A EI :! ' ROOF rRA1PNG PLAN SEISMIC 7ONF 4 FE=ic�Structuralfq A - - A = - A E2 al 7 SIDEWALL FILMING ,� �}� ® ` n EhOWALL FRAYING e• C1leq ■_■ Z�Tj F®T II*,� EI of 7 FRONT 5DEwALL AND CROSS BECKONS Gr O R C O N S 1 R V of 7 PORTAL FRAVES IMPORTANCE FACTORS sFevr.�la�,rglat- A n! 7 PORTAL FRWES NAND LOAD t0 �J���� arlFleel s A E] ,I 7 FPAVE ORD55 4CKW-Cd SNOW LOAD 1.0 Response ficaljjF'aclor (R) - t*V`i3Dl t SEISMIC LOAD ! 0 Ceeectian iFcA' dPwa0,I(Wac nOted Analysis oc ur €Guialent Lateral a MF77ANINF LOADS �d ui:;app uvL:c� f�IeSL LIVE LOAD N A &ign2t6P®: LOAD H A PSF Date _ - CRANE INFORMATION N/A_ "--'--"- -- OCCUANCY CAT 4 (STD. OCC. STRUCTURE) SEISMIC GONE FACTOR 04 SOIL PROFILE TYPE Sd A S - A s I STANDARD DETAILS STANDARD OEIAILSS OVERSTRENGHT/DUCTILTIY COEFF (R)_g SEISMIC AMPLIFICATION FACTOR Vlc 2.8 SEISMIC COEFF (CO) 65 A R I SIANOARD DETAILS NEAR SOURCE COEFF (Ne.)JM9 OEUNS BASIC STRUCTURAL SYSTEM: �OROINARY MOMENT -RESISTING FRAME (OMRF)STEEL �oT r I ENo+EDR OFRo FOR lli OVORALL i SPECIAL LOADS: (16) ROOF TOP UNITS 0 1100E f 4 r 1 OESCRPTKW BY «b metallic building company MIT AND APPROVAL t 7301 FAIRWEW - HOUSTON, TEXAS - P.O. BOX 40736 ZIP 77041 (713) 466-7186 LP 77240 ling & Oevelo ment La Ouinto Valley PI Ca. J N0. 5 s rr NONE 3505-210126 Ci 26 m PBM/ GALVALUME 1 WALL SELF DRUM <_utEws W Low FLe!iTIN9 CUQ TAPE SEAL TRW: (IVB' POP RIVETS At SPLICES) MEMBER ROOF( At A ) SPTCH POOr; A .M *je 26 m RARE MEM9ER WALQ 1 12 X IL ) ST.TC}I WALL( 1 14 E Q 25 m SAVE RAKE TO ROOF: BIRCH RTF TO WALL STITCH WARRANTIES1a m GU!7Ep WT:ER TO ROOF: SGTCH GUTT.R STRAPS: SnTCH L 90 No 76 m _ 4 OCWS. CORNER TRIM: SRTCH RAXE ANQE: YEYBEF R ROOFJ IN01t8 m I CCR!ER AMM., FFANRES: } A = SEE T)OUQL.C. Lek MAldt # EXCEPT FOR BLDG. "C" PBR/GALVALUME BUILDING LOADS THIS IS TO CERTIFY THAT THIS STRUCTURE IS DESIGNED UTILIZING THE LOADS INDICATED AND APPLIED AS REQUIRED BY _ UBC 1997 THIS CERTIFICATION IS LIMITED TO THE STRUCTURAL DESIGN OF THE FRAMING AND COVERING PARTS MANUFACTURED BY THE BUILDING MANUFACTURER AND AS SPECIFIED IN THE CONTRACT. ACCESSORY ITEMS SUCH AS DOORS, WINDOWS, LOUVERS, TRANSLUCENT PANELS, VENTILATORS ARE NOT INCLUDED. ALSO EXCLUDED ARE OTHER PARTS OF THE PROJECT NOT PROVIDED BY THE BUILDING MANUFACTURER SUCH AS FOUNDATIONS, MASONRY WALLS, MECHANICAL EQUIPMENT AND THE ERECTION AND INSPECTION OF THE BUILDING. THE BUILDING SHOULD BE ERECTED ON A PROPERLY DESIGNED FOUNDATION IN ACCORDANCE WITH THE BUILDING MANUFACTURER'S DESIGN MANUAL, THE ATTACHED DRAWINGS, AND GOOD ERECTION PRACTICES. THE CONTRACTOR AND/OR ENGINEER OF RECORD iS TO CONA'I.RM THAT THESE LOADS COMPLY WITH REQUIREMENTS OF THE LOCAL BUILDING DEPT. HOOF LEAD LOAD 2.5 IPSF ( FOR ROOF PANELS AND PURLINS ) DRAWING INDEX COl l ATFRAI nFAn I nAD 5.0 PSF (TYP. EXCEPT FOR AREA 'C & E TO HAVE ISSUE PAGE DESMPKON ROnF I IVF 1 Oan 22.0 PSF) - A Cl of I COVER SHEET PRIMARY FRAMING 12.0 IPSF SECONDARY FRAMING 20.0 PSF A ES -1 INSTALURON PROCEDURES AUXII MARY 1 IVF 1 DAD PSF GRnUNn SNOW I OAn 0.0 PSF ( Ce ) A n .af 2 ANCROR BOLT PLAN ROOF SNOW I OAD -0.0 PSF A F2 of 2 BASE a DETAILS ASO REACKONS MND -LOAD. 800 MPH, EXPOSURE C A EI :! ' ROOF rRA1PNG PLAN SEISMIC 7ONF 4 FE=ic�Structuralfq A - - A = - A E2 al 7 SIDEWALL FILMING ,� �}� ® ` n EhOWALL FRAYING e• C1leq ■_■ Z�Tj F®T II*,� EI of 7 FRONT 5DEwALL AND CROSS BECKONS Gr O R C O N S 1 R V of 7 PORTAL FRAVES IMPORTANCE FACTORS sFevr.�la�,rglat- A n! 7 PORTAL FRWES NAND LOAD t0 �J���� arlFleel s A E] ,I 7 FPAVE ORD55 4CKW-Cd SNOW LOAD 1.0 Response ficaljjF'aclor (R) - t*V`i3Dl t SEISMIC LOAD ! 0 Ceeectian iFcA' dPwa0,I(Wac nOted Analysis oc ur €Guialent Lateral a MF77ANINF LOADS �d ui:;app uvL:c� f�IeSL LIVE LOAD N A &ign2t6P®: LOAD H A PSF Date _ - CRANE INFORMATION N/A_ "--'--"- -- OCCUANCY CAT 4 (STD. OCC. STRUCTURE) SEISMIC GONE FACTOR 04 SOIL PROFILE TYPE Sd A S - A s I STANDARD DETAILS STANDARD OEIAILSS OVERSTRENGHT/DUCTILTIY COEFF (R)_g SEISMIC AMPLIFICATION FACTOR Vlc 2.8 SEISMIC COEFF (CO) 65 A R I SIANOARD DETAILS NEAR SOURCE COEFF (Ne.)JM9 OEUNS BASIC STRUCTURAL SYSTEM: �OROINARY MOMENT -RESISTING FRAME (OMRF)STEEL �oT r I ENo+EDR OFRo FOR lli OVORALL i SPECIAL LOADS: (16) ROOF TOP UNITS 0 1100E f 4 r 1 OESCRPTKW BY «b metallic building company MIT AND APPROVAL t 7301 FAIRWEW - HOUSTON, TEXAS - P.O. BOX 40736 ZIP 77041 (713) 466-7186 LP 77240 ling & Oevelo ment La Ouinto Valley PI Ca. J N0. 5 s rr NONE 3505-210126 Ci F B 4 -4--- 1 4 ' - - -- FI 2 2 _ STEEL UNE r. 9 SIDEWALL y S[E A74CHCR _BOLT PIAN y E a e BASE PLATE DETAILBA8_E PLA A. BOLTS "o BASE a THK. { ' A • A. BOLTS ;'o N _ 4 4 2 7 i N i n S1EF.1 LIN n S:DEWALL SEE ANCHOR _ BOLT PLAN I I I SIOEWALL I STEEL UNE n RL LIT -T, -3 4Lg C Brr N BAs A. BOLTS BASE PLATE DETAIL V BASE PLATE DETAIL F" SEE A. BOLTS I"o BASE T.. THK. I' t A. BOLTS I"d BASE a THK. i' SEE ANCHOR _BOLT PLAN 211 3" SIOEWALL _..._-... _._.. STEEL LINE o - .� =J�3� T; 8 L 6 _BASE PLATE DETAIL BASE PLATE DETAIL BOLTS aro BASE a THK. A. BOLTS #'o BASE e'•THK. K F TE DETAIL BASE a THK. SEE ANCHOR BOLT PLAN 2 2 SMALL STEEL TE I. a BASE PLATE DETAIL Crr A. BOLTS Vo BASE e THK. D SEE ANCHOR BOLT PLAN SIDEWALL 2 2 _ STEEL UNE 7ETAIL R THK. I- G" A. �3 B 34 STEEL UNE i- FIN. FLOOR • .� 4° ° 4 d e e4 ° Open Wall Section 15EC. A '1E DETAI BASE a THK. ENDWALLL COLUMN REACTIONS 'at LINES 1 & 6 DEAD LOAD • .3k HORR. 'MND - 3.37k O �APPPnvu. . •• ......� -.... _- THESE DRAVMGS. ARE BY DEFINITION N0. DAIS DESCRIPTION ' BY �CF.'O E metallic building company BEING FOR APPROVAL, HOT A II• -.03 Wain From- R+acfi m d U. 1-12 -� Wail From- Rod- d Uee Fl I Mdn Fran+ RwdWs of UN . 3,40 FINAL. AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR A IIOTC; jl• N reaclim+ we show' n Nq+D 7301 FAIRVIEW HOiIS10N, -EF.AS • P.O. BON 40330 . N00G reeeums ore !k" -0 E n U NOTE: E AR reactions we sAden it Kqs A rNyoCne 'Clue. iditaln oppowle &etlim (, ZLP 17041 (7'3) 486-7198 PP 77240 A M9oO1e'due, ift&4(m A nerpli.e dhe, i,&ete+ apporrle 6 DESORPTION �-Fro,E sw . eoal THESE DRAWNCS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL allpovte drecom Socksw n6w, � �-Fra,t sw Dodl sw � IN THAT, 'AS A MINIMUM -PIECE MARKINGS ARE NOT IOENTIFIED. ONLY Her ♦ I(! Nva+\ll Kleine B074in k Development LO OD'ota Vale Raza BI I Hw + If/ Nw r Hw fvt DRAVANCS• ISSUED •' FOR CONSTRUCTION " CAN BE CONSIOERED AS MMOM ;1 an + 1 Wn + 1 MOM+ -- Wan + 1 MGM + rnrw G O D LM N0. H OFtss_�eml FINAL ORANINOS. Caftalan G11d Vw : Nor Yam fandMa+ Odd Ver Her Yam Conddlon Grid Vw Her Yan DL 'A 101 1.8 0.0. � _ OL E 15 0.0 0.0 OL D 5.0 t' -1.8 0.0 E 1036 0.000 0.000 10. I0.+LL. C. E 5.4 0.0 0.0 OL+LL+0. A 16.811 0.0 OL + LL + 0. _H.6 D 20.1, 11.6 0.0101. + u + 0. E 1.:47 CDGO 0.000 DL + VLL E 1.9 -2.1 0.0 OL + ft -0.3 , -11.4 00. ' I CL + AL2 E 5.0 -11 0.0 OL + VLL 0 -151, -1.2 0.0 0. + Mu E 2.:36 -0.901 0:300ICL +VLR E 0.7 1.3 DO IOL + MIR A -19" 2.6 00 DL +MLR D -9.6 11.9 0.0 0. + 10E 2.038 1.442 0.^00101. t W2 E 0.7 1.3 0.0 DL+0./1.4+OL A 7.0 ) V 0.0 Itt+EL E 19 0.0 0.0 DL + EL/1.4 + 0. D 11.7! -8.7 DO I OL + EL/1.4 + CL E 3.310 DOW COW CL + OR E 11 0.0 0.0 OL + ER/1.4 + 0. D 9.0 ^ -11 00 O! + E4/1.4 • CL E 1136 C.WO 0900 Wein From- R-OcF - d U- BLDG A HIGH --SIDE PORTAL 116, From- Rnd'am d UJ .. F.L 2 i ! AI reoctioro ve sAorll n Nps NOTE: An re N," we s11o.n n Nps c Xe,'. 'due, n6wtes 7 A ne9oti'e Sae. Td'catcs opposde direction I�Front SW Bak SW Ir/ e9po41e di,.tirn Her + He. ♦�lJ N Yom f >1 Hon + Yam +I Gendifiw Gid Va H. Mam Co WRO). Grid va Nor Nom j DEAD + LIVE LOAD DEAD 3 0.6650 -0.0190 0 DOW 1 + ULE LOAD 2 0.6650 -1.0190 COOM OL E 3.677 0.007 DOW L OL + TAL 3 -4.6320 48200 GLOOM OL + VILL 2 5.9420 -1.8510 0.00010 OL + LL + CL E 5.476 CON) 0.000 � OL + MLR '5.9420 28510 DODOO DL + MLR 2 -1.6320 2.8200 0.0000 0. 4 NUL E 1.7e2 -0.901 0.000 r L OL + EL/Lt 3 -10.7350 -ti 0960 0.0000 . 4 DL + EL/1.4 2 12.0450,-6.1200 CM OL + WLR E ..526 1.442 0.G00 OL + ER/1.4 OL + ER/1.4 ! 12.0450 y'E.1200 0.0000 7-IQ7350 6.0960 0.0000 OL + 0./1.4 1 t CL FOR AP - n :/ 7•' P0, 1: L We[- Frain- R.eelbn, d "n" eLDe " `°"-S;r` Pomu NOT FOR CO S T R I J C c i O N MOT` 3 E R I'/I i T • Al reaelim- vs y Aden h Np+ Moln From- ec Ron+ d Umr. 7. - L ' A ne9olire 'duo n6cales apooeite dittlian NOTE: Ap, r� a submitted 1 i - Frmt SW Dock Sw= reaclivl Y1P.n K "^�.'^� �^ ;,& Pr 2 noted Har + Mwe + H. h Mar. + , nrvie S N�iS;�ove Her +y / Re: :ubmit CaldHlen fild Ya Hw Yom Signi:;L:re: M-+ Date: DEAD + LIVE LOAD 2 0.4530 00230 00000 DEAD + UVE LOAD 3 0.4530 -0.0230 O.00M CoadlHon GM Ya Her Yam __--`.•. OL + WLL 2 -1.3090 -1.1590 DOOM OL + VAL 3 2.1960 -L2010 0.0000 CL E 3.680 0.000 MOOD DL + MIR 2.1960 1;2010 0.0000 ' OL + MR 3 -1.!000 1.1590 MODOO DL + LL + 0. E 5.501 DODO 0.000 OL + 0./1.4 OL + EL/1.4 2 -5,3010 -16540 0.0000OL 3 B.t92o -18880 0.0000 + *L E 1.761 -0.901 DOW r' THE URWR950 is NOT THE ENDOW OF RECORD FOR THE OVERALL PRO.ECT. O< + ER/1.4 2 6.1970 !.88808,40 C 0.0000 3. Ol +MLA E 1.505 ..u2 0.000APR I ' (1.1 OL + 2/1.4 + CL _ 5939 0.000 O.GW + f.R/1.4 + 0. - 3.868 0.000 0.000 . O �APPPnvu. . •• ......� -.... _- THESE DRAVMGS. ARE BY DEFINITION N0. DAIS DESCRIPTION ' BY �CF.'O E metallic building company BEING FOR APPROVAL, HOT A II• -.03 FOR PERMIT AND APPROVAL FINAL. AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR 7301 FAIRVIEW HOiIS10N, -EF.AS • P.O. BON 40330 PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT "FOOL ( ZLP 17041 (7'3) 486-7198 PP 77240 'OOLIIMENTS ONLY ORAMtNG9 ISSUED CONSTRUCTION" CAN BE CONSIDERED AS COMPLETE. DESORPTION ANCHOR 9CLT DETAILS k REAUMS aEM-EEHIML THESE DRAWNCS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL ' SZE SEE BUILCING DESCRIPTION SHEET C1 IN THAT, 'AS A MINIMUM -PIECE MARKINGS ARE NOT IOENTIFIED. ONLY CUSTOMER Kleine B074in k Development LO OD'ota Vale Raza BI DRAVANCS• ISSUED •' FOR CONSTRUCTION " CAN BE CONSIOERED AS COMPLETE. '• La.AWN La Cuinto. CO. JRE rnrw G O D LM N0. H OFtss_�eml FINAL ORANINOS. I NONE 3505-2t012ti F2 � r e