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VUP 2001-0101 P.O. Box 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 October 10, 2001 Mr. Edwin G. Cosek 45-476 Camino Del Rey Indian Wells, California 92210 (760) 777-7000 FAX (760) 777-7101 SUBJECT: VILLAGE USE PERMIT 2001-010 (ANDREW'S BAR AND GRILL) Dear Mr. Cosek: On October 9, 2001, the Planning Commission, on a 4-0 vote, adopted Resolution 2001-128 approving your request to remodel an existing commercial building at 78- 121 Avenida La Fonda, subject to the attached conditions. The decision of the Planning Commission may be appealed to the City Council, provided a written appeal 'and filing fee of $175.00 are received by October 23, 2001. If you have any questions, please contact the undersigned at (760) 777-7067. .Sincerely, Enc. "MAN NITY DEVELOPMENT DIRECTOR DELL 0 c: Monique Jean Pierre Community Development Director Public Works Department F' a Marshal A,&ilding and Safety Manager Betty Sawyer, Executive Secretary Itr PC SP Palmilla -'52 greg �0D, PLANNING COMMISSION RESOLUTION 2001-128 CONDITIONS OF APPROVAL - ADOPTED VILLAGE USE PERMIT 2001-010 EDWIN G. COSEK (ANDREW'S BAR AND GRILL) OCTOBER 9, 2001 r GENERAL 1. The applicant agrees to defend, indemnify, and hold. harmless the City of La Quinta (the "City"), its agents, officers and employees from any claim, action or proceeding to attack, set aside, void, or annul the approval of this Village Use Permit and any other challenge pertaining to this project. This indemnification shall include any award toward attorney's fees. The City shall promptly notify the applicant of any claim, action or proceeding and shall cooperate fully in the defense. 2. Prior to the issuance of a grading, construction or building permit, the applicant shall obtain permits and/or clearances from the following public agencies and departments: • Fire Marshal • Public Works Department (Grading Permit, Improvement Permit) • Community Development Department • Riverside Co. Environmental Health Department • Desert Sands Unified School District (DSUSD) • .Coachella Valley Water District (CVWD) • Imperial Irrigation District (IID) • California Water Quality Control Board (CWQCB) The applicant is responsible for any requirements of the permits or clearances from those jurisdictions. If the requirements include approval of improvement plans, applicant shall furnish proof of said approvals prior to obtaining City approval of the plans. The applicant shall comply with applicable provisions of the City's NPDES stormwater discharge permit. For projects requiring project -specific NPDES construction permits, the applicant shall submit a copy of the CWQCB acknowledgment of the applicant's Notice of Intent prior to issuance of a grading or site construction permit. The applicant shall ensure that the required Storm Water Pollution Protection Plan is available for inspection at the project site. A:\Cond PC VUP10 Andrews Bar.wpd Greg - 53 - Printed - October 10, 2001 Planning Commission Resolution 2001-128 Conditions of Approval - Adopted Village Use Permit 2001-010, Mr. Edwin G. Cosek October 9, 2001 Page 2 PROPERTY RIGHTS 3. The applicant shall vacate abutter's rights of access to public streets and properties from all frontage along the streets and properties except access points shown on the approved site plan. 4. The applicant shall furnish proof of easements or written permission, as .appropriate, from owners of any abutting properties on which grading, retaining wall construction, permanent slopes, or other encroachments are to occur. 5. If the applicant proposes vacation or abandonment of any existing rights of way or access easements which will diminish access rights to any properties owned by others, the applicant shall provide approved alternate rights of way or access easements to those properties or notarized letters of consent from the property owners. IMPROVEMENT PLANS As used throughout these conditions of approval, professional titles such as "engineer," "surveyor," and "architect" refer to persons currently certified or licensed to practice their respective professions in the State of California. 6. Improvement plans shall be prepared by or under the direct supervision of qualified engineers and landscape architects, as appropriate. Plans shall be submitted on 24" x 36" media in the categories of "Rough Grading," "Precise Grading," "Streets & Drainage," and "Landscaping." Precise grading plans shall have signature blocks for Community Development Director and the Building Official. All other plans shall have signature blocks for the City Engineer. Plans are not approved for construction until they are signed. "Streets and Drainage" plans shall normally include signals, sidewalks, bike paths, entry drives, gates, and parking lots. "Landscaping" plans shall normally include irrigation improvements, landscape lighting and entry monuments. "Precise Grading" plans shall normally include perimeter walls. Plans for improvements not listed above shall be in formats approved by, the City Engineer. A:\Cond PC VUP10 Andrews Bar.wpd Greg - 53 - Printed - October 10, 2001 Planning Commission Resolution 2001-128 Conditions of Approval - Adopted Village Use Permit 2001-010, Mr. Edwin G. Cosek October 9, 2001 Page 3 7. The City may maintain standard plans, details and/or construction notes for elements of construction. For a fee established by City resolution, the applicant may acquire standard plan and/or detail sheets from the City. 8. When final plans are approved by the City, the applicant shall furnish accurate AutoCad. files of the complete, approved plans on storage media acceptable to the City Engineer. The files shall utilize standard AutoCad menu items so they may be fully retrieved into a basic AutoCad program. At the completion of construction and prior to final acceptance of improvements, the applicant shall update the files to reflect as -constructed conditions. If the plans ,were not produced in AutoCad or a file format which can be converted to AutoCad, the City Engineer may accept raster -image files of the plans. IMPROVEMENT AGREEMENT 9. The applicant shall construct improvements and/or satisfy obligations, or furnish an executed, secured agreement to construct improvements and/or satisfy obligations required by the City prior to approval of a final map or parcel map or issuance of a certificate of compliance for a waived parcel map. For secured agreements, security provided, and the release thereof, shall conform with Chapter 13, LQMC. Improvements to be made or agreed to shall include removal of any existing structures or obstructions which are not part of the proposed improvements. 10. If improvements are secured, the applicant shall provide estimates of improvement costs for checking and approval by the City Engineer. Estimates shall comply with the schedule of unit costs adopted by City resolution or ordinance. For items not listed in the City's schedule, estimates shall meet the approval of the City Engineer. Estimates for improvements under the jurisdiction of other agencies shall be approved by those agencies. Security is not required for telephone, gas, or T.V. cable improvements. However, development -wide improvements shall not be agendized for final acceptance until the City receives confirmation from the telephone authority that the applicant has met all requirements for telephone service to lots within the development. 11. If the applicant fails to construct improvements or satisfy obligations in a timely manner or as specified in an approved phasing plan or in an improvement A:\Cond PC VUP10 Andrews Bar.wpd Greg - 53 - Printed - October 10, 2001 T Planning Commission Resolution 2001-128 ' Conditions of Approval - Adopted Village Use Permit 2001-010, Mr. Edwin G. Cosek October 9, 2001 Page 4 agreement, the City shall have the right to halt issuance of building permits or final building inspections, withhold other approvals related to the development of the project or call upon the surety to complete the improvements. GRADING 12. Slopes shall not exceed 5:1 within public rights of way and 3:1 in landscape areas outside the right of way unless otherwise approved by the City Engineer. 13. Prior to occupation of the project site for construction purposes, the applicant shall submit and receive approval of a fugitive dust control plan prepared in accordance with Chapter 6.16, LQMC. The Applicant shall furnish security, in a form acceptable to the city, in an,amount sufficient to guarantee compliance with the provisions of the permit. 14. The applicant shall maintain graded, undeveloped land to prevent wind and water erosion of soils. The land shall be planted with interim landscaping or provided with other erosion control measures approved by the Community Development and Public Works Departments. DRAINAGE 15. Nuisance water shall be retained on site and disposed of in an approved manner. The proposed landscape area within the 25'-0" lot shall retain 100% of the runoff and nuisance water in this area. UTILITIES 16. The applicant shall coordinate with Imperial Irrigation District for the removal or relocation of the existing power if it conflicts with the proposed parking stalls from the alley. 17. Utilities shall be installed prior to overlying hardscape. For installation of utilities in existing, improved streets, the applicant shall comply with trench restoration requirements maintained or required by the City Engineer. The applicant shall provide certified reports of trench compaction for approval of the City Engineer. A:\Cond PC VUP10 Andrews Bar.wpd Greg - 53 - Printed - October 10, 2001 Planning Commission Resolution 2001-128 Conditions of Approval - Adopted Village Use Permit 2001-010, Mr. Edwin G. Cosek October 9, 2001 Page 5 STREET AND TRAFFIC IMPROVEMENTS 18. Improvements shall include removal of the existing driveway approaches off of Avenida La Fonda and Desert Club Drive. The applicant shall complete the sidewalk improvements along the 25'-0" of vacant property to match the existing sidewalk to the west. In the areas where the driveway approaches are removed, standard curb' and gutter and sidewalks shall be constructed. New sidewalks shall match the existing color scheme as used in the recently constructed village improvements. 19. The applicant may be required to extend improvements beyond development boundaries to ensure they safely integrate with existing improvements (e.g., grading; traffic control devices and transitions in alignment, elevation or dimensions of streets and sidewalks). 20. Improvements shall be designed and constructed in accordance with the LQMC, adopted standards, supplemental drawings and specifications, and as approved by the City Engineer. Improvement plans for streets and parking areas shall be stamped and signed by qualified engineers. 21. The .applicant shall design street pavement sections using Caltrans' design procedure (20 -year life) and site-specific data for soil strength and anticipated traffic loading (including construction traffic). Minimum structural sections shall be as follows (or approved equivalents for alternate materials): Parking Areas 3.0" a.c./4.50" c.a.b. 22. The applicant shall submit current mix designs (less than two years old at the time of construction) for base, asphalt concrete and Portland cement concrete. The submittal shall include test results for all specimens used in the mix design procedure. For mix designs over six months old, the submittal shall include recent (less than six months old at the,time of construction) aggregate gradation test results confirming that design gradations can be achieved in current production. The applicant shall not schedule construction operations until mix designs are approved. 23. General access points and turning movements of traffic are limited to the following: A. All parking access shall be restricted to the.alley. AACond PC VUP10 Andrews Bar.wpd Greg - 53 - Printed - October 10, 2001 Planning Commission Resolution 2001-128 Conditions of Approval - Adopted Village Use Permit 2001-010, Mr: Edwin G. Cosek October 9, 2001 Page 6 24. Parking requirements for the site are: A. The first parking stall west of Desert Club Drive (Stall #6) shall accommodate handicap parking. An ADA accessible handicap ramp shall be constructed adjacent to the existing sidewalk on Desert Club Drive. B. The proposed parking spaces off of the alley shall have raised parking blocks a minimum of 2' south of the existing building. 25. The City will conduct final inspections only when the buildings have improved street and (if required) sidewalk access to publicly -maintained streets. The improvements shall.include required traffic control devices, pavement markings and street name signs. 'If on-site streets are initially constructed with partial pavement thickness, the applicant shall complete the pavement prior to final inspections. QUALITY ASSURANCE 26. The applicant shall employ construction quality -assurance measures which meet the approval of the City Engineer. 27. The applicant shall employ or retain qualified civil engineers, geotechnical engineers, surveyors, or other appropriate professionals to provide sufficient construction supervision to be able to furnish and sign accurate record drawings. 28. The applicant shall arrange and bear the cost of measurement, sampling and testing procedures not included in the City's inspection program but required by the City as evidence that construction materials and methods comply with plans, specifications and applicable regulations. 29. Upon completion of.construction, the applicant shall furnish the City reproducible record drawings of all improvement plans which were signed by the City. Each sheet shall be clearly marked "Record Drawings," "As -Built". or "As -Constructed" and shall be stamped and signed by the engineer or surveyor certifying to the accuracy of the drawings. The applicant shall revise the CAD or raster -image files previously submitted to the City to reflect as -constructed conditions. MAINTENANCE 30. The applicant shall make provisions for continuous, perpetual maintenance of all on-site improvements, perimeter, landscaping, access drives, and sidewalks. The A:\Cond PC VUP10 Andrews Bar.wpd Greg - 53 - Printed - October 10, 2001 Planning Commission Resolution 2001-128 Conditions of Approval - Adopted Village Use Permit 2001-010, Mr. Edwin G. Cosek October 9, 2001 Page 7 applicant shall maintain required public improvements until expressly released from this responsibility by the appropriate .public agency. FEES AND DEPOSITS 31. The applicant shall . pay the City's established fees for plan checking and construction inspection. Fee amounts shall be those in effect when the applicant makes application for plan checking and permits. FIRE DEPARTMENT 32. Prior to opening the restaurant, the applicant shall contact the Fire Department (863-8886) for a walk-through safety inspection. COACHELLA VALLEY WATER DISTRICT 33. The District will ' furnish domestic water and sanitation service to this area in accordance with the current regulations, provided the payment of certain fees and charges are obtained. This site shall be annexed to Improvement District Nos. 55 and 82 for sanitation services. 34. The District requires restaurants to install a grease interceptor, including a sample box, sanitary tee and running trap with clean-out, prior to any discharge to its sanitation facilities. The size of the grease interceptor will be determined by the Riverside County Environmental Health Department and approved by the District. Installation of the interceptor will be inspected by the District. MISCELLANEOUS 35. Nonconforming Wal-pak security lighting on the building shall be replaced with shielded light fixtures in compliance with City requirements, ensuring parking spaces are also adequately lit. The final lighting plan and fixture specifications shall be submitted with the remodel plans to the City's Building and Safety Department. .Unshielded exterior incandescent building lights shall not exceed 160 watts. Globe lighting on top of the patio wall shall be frosted to conceal the light source. 36. Prior to building permit issuance, the following revisions shall be completed: A. Reconstruction of the south -facing roof parapet to match existing building textures and colors and materials. AACond PC VUP10 Andrews Bar.wpd Greg - 53 - Printed - October 10, 2001 Planning Commission Resolution 2001-128 Conditions of Approval - Adopted Village Use Permit 2001-010, Mr. Edwin G. Cosek October 9, 2001 Page 8 B. Heavy gauge, opaque metal gates shall be installed on the existing trash enclosure. The masonry enclosure shall be painted to match the building. C. Glue laminated joists shall be used to construct the patio cover. D. Bench seating for patron waiting is required to be installed inside the patio area along the north side screen wall thereby reducing the dining area to a depth of 25'-0" from 30'-0". 37. The final landscaping and irrigation plans shall be submitted to the Community Development Department, including the following revisions: A. Parkway trees shall have a minimum caliper size of 1.0" or greater. Palm trees shall have a minimum brown trunk height of six feet. One tree (24- inch'box size with 1.5 inch caliper) shall be planted to shade Parking Stall #1 shown on the site plan. B. Five gallon shrubs shall be planted at 3'-0" intervals. C. Shrubs shall be irrigated with bubblers or drip emitters from an automatic irrigation system. D. Raised wood planter boxes on Desert Club Drive shall be made of concrete or comparable material. A:\Cond PC. VUP10 Andrews Bar.wpd Greg - 53 - Printed - October 10, 2001 La�� Q•c � oz V � 5 OF C To: Greg Butler, Building & Safety Manager To CDD: y 3 o Z From: , Planning Due date: y 9 OL r Status: ��C c% Building Plans Approval (this is NOT an approval to issue a Building Permit) The Community Development Department has reviewed the Building Plans for the following project: Description: P/y urt �� �✓S 1- � �!Z'�L� /u Cvr✓sftiL�`i ��✓ Address or general location: 78'/2 Rev, 64 �a✓-Di9 APN and/or legal description: 77b -I ZZ , m/ &7s : 2-13 60< The Community Development Department finds that: L� .these Building Plans do not require Community Development Department approval ❑ ...these Building Plans are approved by the Community Development Department. P ❑ ... thes ui g Plans require corrections. Please forward:a c6'd�of the att hed corr ctions to the applicant. When the corrections are mapcp/4 pe a return. ahem to the Community Development Department/' b� a 0//s.,y�� VQ14n®�r� � RECO Planning Date e r (f0/V7 M DfV t' ane City Of La Quinta Developers Project Approval Form UC C7� ©� D 4 I Prior to the issuance of Builds g Permits for the project listed below, the following Departmental clearances must be obtained. Please return this form to the Building and Safety Department only after approval. Contact applicant for resolution of conditions preventin approval. Project: Andrews (Formerly Chez Monique) ) 2662 SF Addition/Remodel Applicant Contact: Ed Cosek - 714=833-0099 Application / Circulation Date: Community Development Department Christine di Iorio, Planning Manager Public Works Department Steve Speer, Senior Engineer TAo-J<— C�. 12/ 19/2001ER �s z Date Date j tr j 9 Letter of Transmittal To: C:Le c F Attn:j Tel No.. We are forwarding: By Messenger �• 6) Date: 1Z i 1 p Z Project, 17P �I11 yeAlla4- L 54►9 W. O.. r Tract No.: By Mail Your Pickup No. of Copies Description: z Comments: This Material Sent for: Your Files Per Your Request Your Review Approval ` X Checking At the request of: Other By: Marcell McElroy Phone # 342-9214 i 47-159 Youngs Lane • Indio, CA 92201 . (760) 342-9214 •Bron-- Young • ` p.5 • ,;'j: �,:�:r,r. a' -� ; 41'> �: ?:-:.ti.et�'fy •f L�4i<::>, �. LITYE TI ' iaii f:%'�.Piai•.. �' -ill: rr{::�''. ..!K;' ,_:'F:r �.}-•�-". :•.yl ..-� .. :�.�;d y.; < : Gi?s':.� }!j•.. a �:�: - �:.:1':. �77��'a4fJy3'y ..i . .,,�. a ,.�d . fig,::.,:; : �j;`r � .'F � 4li.�;`•. nf: FORWARD CUR �.3 BACKWARD INGUI ED ' _ ^: �?.t .,fir• � 1rj;>:• 111• • GREENHEXCK August 1993 Louie Lighting: Product Display Interior Lighting Exterior Lighting Landscape Lighting Designer Fixtures Ceiling Fans ;ontrols & Dimmers Accessories Gifts Specials Contact Us Customer Service Site Map Need Help? Ask the Lighting Expert Lighting Tips Newsletter Lighting Consulting Services Glossary Manufacturer Profiles Page 1 of 2 SHOPPING CART YOUR GALLERY DESIGN CONSULTING HELP QUOTE REQUEST FOR QUESTIONS PLEASE CALL- (877) 385-210 Search _..____.._.__.__ ................... __._.......... You are not signed in Sign In Advanced Item Name: Column Choose Product Options Mounted Finish: Lantern Item #: SP339-02B MSRP: $386.28 Louie price: $225.33 You Saved: $160.95 Description: UL Solid Brass Lantern. Bulbs are not included. Average Lead Time: 2-4 weeks Bulb(s) not included with lighting fixtures unless otherwise noted. Shown in Bronze and Honey Swirl Specifications Choose Product Options 12sq inches Finish: sty Glass Color: Frost • System Voltage: 120 Volts �. Your Price: $225.33 1 Made In: I USA Specifications Length: 12sq inches Width: Finches Height: 6.5 inches Material• Brass # of Lamps: 1 Made In: I USA Listed With: UL Listing Type: 11 Damp and Wet Locations ... /productdisplay. asp?partid=1359&optioncount=3&options=788,7962/13/01 UV - PriorVN l CitybfLa Developers Project Approval Form Prior to the issuance of Building Permits for the project listed below, the following Departmental clearances must be obtained., Please return this form to the Building and Safety Department only after approval. Contact applicant for resolution of conditions preventing or delaying approval. Project: Andrews (Formerly Chez Monique) 2662 SF Addition/Remodel Applicant Contact: Ed Cosek - 714-833-0099 - Application / Circulation Date: 12/19/2001ER Community Development Department Christine di Iorio, Planning Manager Date t Tom Tisdale Fire Chief .oudly serving the iincoiporated leas of Riverside ounty and the ities of arming 4. eaumont •3 alimesa anyon Lake .ti Dachella esert Hot Springs .dian Wells o� ,dio ake Elsinore 3 Qulnta 4. . loreno Valley Arm Desert iris d+ ancho Mirage 0 an Jacinto .a _ . emecula card of Supervisors 3b Buster, District 1 bn Tavaglione, District 2 m Venable, District 3 3-y Wilson, District 4 nn Mullen, District 5 RIVERSIDE COUNTY FIRE DEPARTMENT In cooperation with the California Department orForestry and Fire Protection 210 West San Jacinto Avenue • Penis, a omia Fax MW 9413-6910 January 30, 2002 Pereira Design 15 Elderwood Aliso Viejo, CA 92656 Re: Non -Structural Building Plan Review LAO -02 -BLDG -101 / Andrew's Bar 8L Grill 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) 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 or burglar alarm system, the lock box will require "tamper" monitoring. Special forms are available from this office for the ordering of the Key Box. This form must be authorized and signed by this office for the correctly coded system to be purchased. 2) All egress doors shall comply with CBC Sec. 1003.3.1.8 for proper door hardware. 3) Install portable fire extinguishers per NFPA, Pamphlet #10, but not less than 2A10BC in rating. Contact certified extinguisher company for proper placement of equipment. 4) Install a Hood/Duct automatic Are extinguishing system. System plans must be submitted, along with a plan check/inspection fee, to the Fire Department for review. 5) Approved building address. shall be placed in such a position as to be plainly visible and legible from the street and rear access if applicable. Building address numbers shall be a minimum of 12" for building(s) up to 25' in height, and 24" in height for building(s) exceeding 25' in height, All addressing must be legible and of a contrasting color with the background. 6) Room capacity shall be posted in a conspicuous place on an approved sign near the main exit from the room. Please contact the Fire Department Planning & Engineering staff for final inspection prior to occupancy. Requests for inspections are to be made at least 24 hours in advance and may be arranged by calling (760) 863-8886. All questions regarding the meaning of these conditions should be referred to the Fire Department Planning & Engineering staff at (760) 863-8886. Sincerely, FRANK KAWASAKI Chief Fire Department Planner • Walter Brandes Fire Safety Specialist H.%PF-I%MDATAYAMINTAW OJECTSIBLOOi,PCUAOL2-BLD0.101(0).Aa EMERGENCY SERVICES DIVISION • PLANNING SECTION • INDIO OFFICE 8275 Highway 111, 2n° FI., Indio, CA 92201 . (760) 863-8886 • Fax (760) 863-7072 lk r EXTERIOR WALLS GA FILE NO. WP 8410 GENERIC 2 HOUR::, ` GYPSUM WALLBOARD, WOOD STUDS, GYPSUM SHEATHING, FIRE':__::' CLAY BRICK EXTERIOR SIDE: Base layer 1W gypsum sheathing applied at right angles to 2 x 4 wood studs 16" o.c. with 13/4" galvanized roofing nails, 0.125" shank, 7/te" heads, 6" o.c. Face layer 2" x 4" x 8" clay brick with 1" air space between brick and exterior sheathing. No. 20 gage galvanized wire ties attached to each stud with 8d coated nails, 23/a" long, 0.113" shank, 9/s2" head, at every 6th course of bricks. INTERIOR SIDE: Base layer 5/a" type X gypsum wallboard or gypsum veneer base applied parallel or at right angles to studs with 6d coated nails, 17/e" long, 0.0915" shank, t/4" heads, 8" o.c. Face layer 5/d' type X gypsum wallboard or gypsum veneer base applied parallel to or at right angles to studs with 8d coated nails, 23/a" long, 0.113" shank, 9/32" n heads, 8" o.c. (LOAD-BEARING) Thickness: 101/8" Fire Test: UL R1505-1, 2, 4-22-65, UL Design U302; ULC Design U302 GA FILE NO. WP 8415 GENERIC 2 HOUR GYPSUM SHEATHING, GYPSUM WALLBOARD, WOOD STUDS FIRE U 1 MOR SIDE: Base layer IS type A gypsum sneatlnng appuea ai ngnc angles to z x 4 to studs with 8d coated nails, 23/8" long, 0.100" shank, 1/," heads, 8" o.c. Thickness: 61/8" without exterior cladding wood studs 24" o.c. with 6d coated nails, 17/8" long, 0.085" shank, 1h" heads, 24" o.c. Face layer 5/e" t e X y yp gypsum sheathing applied at right angles to studs with 8d coated (FM WP 360,9-27-74) Joints staggered 24" each layer and side. (LOAD-BEARING) GA FILE NO. WP 8420 1 1 GENERIC 2 HOUR nails, 23/e" long, 0.100" shank, 1/4" heads, 8" o.c. Exterior cladding attached through WOOD STUDS, CEMENT STUCCO, WIRE MESH, FIRE GYPSUM WALLBOARD FIRE SIDE EXTERIOR SIDE: Base layer 5W type X gypsum sheathing applied parallel to 2 x 6 fire sheathing to studs. retardant treated wood studs 16" o.c. with 6d coated nails, 17/a" long, 0.0915" shank, 1/4" heads, 12" o.c. and covered with a single layer fire resistant protective weather retarder paper stapled along each edge at 16" o.c. Galvanized self -furring wire mesh applied INTERIOR SIDE: Base layer 5/a" type X gypsum wallboard or gypsum veneer base applied at right anqles to studs with 6d coated nails, 17/e' lona. 0.085" shank. 1/4" heads. 24" o.c. over sheathing with 8d galvanized roofing nails, 23/a" long, 0.113" shank, 8/32" heads, 6" o.c. Cement -stucco applied over wire mesh in two 1/2" thick coats with bonding agent , applied between coats. 7r,4:; Face layer 5/e" type X gypsum wallboard or gypsum veneer base applied at right angles to studs with 8d coated nails, 23/8" long, 0.100" shank, 1/," heads, 8" o.c. Thickness: 61/8" without exterior cladding Fire Test: See WP 4135 (FM WP 360,9-27-74) Joints staggered 24" each layer and side. (LOAD-BEARING) GA FILE NO. WP 8420 1 1 GENERIC 2 HOUR WOOD STUDS, CEMENT STUCCO, WIRE MESH, FIRE GYPSUM WALLBOARD FIRE SIDE EXTERIOR SIDE: Base layer 5W type X gypsum sheathing applied parallel to 2 x 6 fire retardant treated wood studs 16" o.c. with 6d coated nails, 17/a" long, 0.0915" shank, 1/4" heads, 12" o.c. and covered with a single layer fire resistant protective weather retarder paper stapled along each edge at 16" o.c. Galvanized self -furring wire mesh applied over sheathing with 8d galvanized roofing nails, 23/a" long, 0.113" shank, 8/32" heads, 6" o.c. Cement -stucco applied over wire mesh in two 1/2" thick coats with bonding agent , applied between coats. INTERIOR SIDE: Base layer 5/a" type X gypsum wallboard or gypsum veneer base applied parallel to studs with 6d coated nails, IN" long, 0.0915" shank, 1/4" heads, 12" o.c. Face Thickness: layer 5/d' type X gypsum wallboard or gypsum veneer base applied at right angles to Fire Test: UC, 12-21-67 studs with 8d coated nails, 23/e" long, 0.113" shank, 9/32" heads, 8" o.c. at edges and 12" o.c. at intermediate studs. (LOAD-BEARING) This Space Left Blank GA -60o-2000 r Contact the manufacturer for more detailed information on proprietary products. 93 ei Reissued September 1, 2001 ICBG Evaluation Service, Inc. • 5360 Workman Mill Road, Whittier, California 90601 • www.icboes.org Filing Category: FIRE -RESISTIVE CONSTRUCTION—Other Fire -resistive Construction BRICK VENEER FIRE ENDURANCE RATINGS OF WALL ASSEMBLIES WESTERN STATES CLAY PRODUCTS ASSOCIATION (WSCPA) 386 BEECH AVENUE, UNIT #4 TORRANCE, CALIFORNIA 90501-6202 1.0 SUBJECT Bride Veneer Fire Endurance Ratings of Wall Assemblies. 2.0 DESCRIPTION 2.1 General: The brick veneer may be adhered or anchored in compliance with Chapter 14ofthe 1997 Uniform Building CodeTm (UBC), and applied to one or two faces of nonbearing wall assemblies for one- or two-hour fire -resistive assembly ratings. 2.2 Materials: 2.2.1 Thin Veneer Brick Units: Units are produced from clay or shale in thicknesses from'/2 to 1'/2 inches (12.7 to 38 mm) and comply with ASTM C 1088, Grade TBS or better. 2.2.2 Brick Units: Units are made from day or shale in thicknesses exceeding 1'/2 inches (38 mm) and comply with UBC Standard 21-1 in the appropriate grade for exposure as described in Section 21.101.3 or 21.106.2 of the standard. 2.2.3 Mortar: Type Sas set forth in Table 21-A of the UBC. 2.2.4 Plaster Backing: Portland cement plaster complying with Section 2508.1 of the UBC. 2.2.5 Lath: Minimum 3.4 pounds per square yard (1.8 kg/m3) metal lath complying with Section 2506 of the UBC. 2.3 Installation: Details of one- and two-hour nonbearing walls are noted in Figures 1 a and 1 b. For symmetrical one-hourfire resistance, each face shall have not less than one layer of 5/8 -inch -thick (15.9 mm) Type X gypsum wallboard, or equivalent gypsum plaster, or 13/4 -inch (45 mm) thickness of masonry veneer. For two-hour fire resistance, each face shall have not less than two layers of 5/e7inch-thick (15.9 mm) Type X gypsum wallboard, or equivalent gypsum plaster, or 2 -inch (51 mm) thickness of masonry veneer. 2.3.1 Steel Framing: Framing with either gypsum plaster of gypsum wallboard must comply with Items 14-1.1,14-1.2, 14-1.3,14-1.4, 16-1.1, 16-1.2, or 16-1.3, Table 7-B of the code. 2.3.2 Wood Framing: Framing with either gypsum wallboard or gypsum plaster must comply with Items 15-1.1, 15-1.2,15-1.3,,,15-1.4,17-1.1,, 17-1.2, 17-1.3, 17-1.4, 17- 1.5 or 17-1.6, Table 7-B of the code. 2.3.3 Adhered Veneer: Metal lath is installed in compliance with Section 2506.1 of the UBC. Where lath is attached to steel framing, minimum 1 -inch -long (25.4 mm), No. 6 drywall screws are used. For exterior walls, a weather -resistive barrier described in Section 2506.4 of the UBC is required. As an alternative, paperbacked metal lath recognized in a current evaluation report, with paper complying with Section 1402.1 of the'UBC may be used. The portland cement plaster is applied in compliance with Section 2508 of the UBC to a minimum 1/4—inch (19.1 mm) thickness. The thin veneer units are applied in compliance with Section 1403.5.4.1 of the UBC in running bond. For one-hour fire resistance, the total thickness of plaster, mortar and brick veneer shall be at least 13/4 inches (45 mm). For two-hour fire resistance, the total thickness of plaster, mortar and thin brick shall be at least 2 inches (51 mm). 2.3.4 Anchored Veneer: Anchored veneer is installed in compliance with Section 1403.6.4.2 of the UBC for 2 -to -5 - inch -thick (51 to 127 mm) units and Section 1403.6.4.3 of the UBC for units up to 10 inches (254 mm) thick. Stud spacing is limited to 16 inches (406 mm) on center, and a weather -resistive barrier complying with Section 1402 of the UBC is required on the exterior side of exterior walls. Anchored units may be used for one- or two-hour fire - resistive assemblies. 2.4 Identification: The materials are identified as specified in the UBC or a current evaluation report. Thin veneer units are identified with the manufacturer's name and address, size, type and grade in evidence of compliance with ASTM C 1088. 3.0 EVIDENCE SUBMITTED Reports of fire -resistive tests conducted in accordance with UBC Standard 7-1, and descriptive details. 4.0 FINDINGS That the Brick Veneer Fire Endurance Ratings of Wall Assemblies comply with the 1997 Uniform Building Code M (UBC), subject to the following conditions: 4.1 Materials and installation comply with this report and the UBC. 4.2 Wall systems are limited to nonbearing assemblies. This report is subject to re-examination in one year. REPORTS— are not to be construed as representing aesthetics or anv other attributes not specificaUv addressed, nor am thev to he construed as an endorsement of the subjeci nflhe report or a recninmendation for its use There it no warranty by /CBO Evaluation Service, Inc.. express or implied, as to anvfinding or other matter in this report, or at to anv product covered by the report. Copyright © 2001 Page 1 of 2 t Page 2 of 2 + ER -5058 1411OUR WALL SECTIONS 2 -HOUR WALL SECTIONS 19ie masonry or 5/9 gypsum a. face 2" masonry or 11/4' gypsum ea face A A 5) 13/4' Adhered veneer units & backing 2' — T e X GYyppsum wall board 1/4" Adhered veneer Gypsum plaster Space 1°± SpaceAnchored veneer J1AA 2? 11/4° Blick unitsype Anchors spot beddingType X G optionalypWa''Pn . wall sl�and Hollow brick Reinforcing it grouted cells FIGURE 1(a) FIGURE 1(b) The one-hour walls require not less than 5/9 -inch gypsum board or plaster, or 13/4 inches of adhered veneer and backing on each face. The two-hour walls require not less than 11/4 inches (lwo 5/8 -inch boards) wallboard or gypsum plaster, or not less than 2 Inches of brick veneer and backing on each face. The thickness of brick veneer includes the unit, the cement bond coat and cement backing surface. Walls of hollow brick construction, in compliance with Chapter 21 serving as reinforced veneer may be rated for fire endurance as in Items 1-2.4 or 1-2.5 of Table 7-B. FIGURE 1—FIRE RATINGS OF BRICK VENEER WALLS ti u•[t�N ff ed by the ICBO Evaluation Service, Inc. NationAccredlStanar American National Standards Institute ' 5360 WORKMAN MILL ROAD • WHITTIER, CALIFORNIA 90601-2299 n A subsidiary corporation of the International Conference of Building Officials EVALUATION REPORT ER -4413 Copyright © 2001 ICBO Evaluation Service, Inc. Reissued March 1, 2001 Filing Category: FIRE -RESISTIVE CONSTRUCTION—Other Fire -resistive Construction (080) G -P GYPSUM BOARD WOOD -FRAME FIRE -RESISTIVE ASSEMBLIES G -P GYPSUM CORPORATION 2861 MILLER ROAD DECATUR, GEORGIA 30035 1.0 SUBJECT G -P Gypsum Board Wood -frame Fire -resistive Assemblies. 2.0 DESCRIPTION 2.1 Wall Assemblies: The following wall assemblies have been recognized as one-hour fire -resistive construction, provided structural con- siderations for axial, flexural and compression perpendicular to grain stresses are resolved in accordance with the code. The allowable load applied to the assembly cannot exceed the lower of 2,000 pounds per stud, or the design stress based on 0.78 F'c with the maximum not greater than 0.78 of the calculated stress with the studs having a slenderness ra- tio le/d of 33. 2.1.1 One-hour Load-bearing Partition, Single Ply: Fram- ing consists of 2 -by -4 wood studs spaced a maximum of 24 inches on center. One layer of 5/8 -inch ToughRock"' Fire- guard® (Type X) gypsum board is applied either vertically or horizontally to each side of the studs with 6d common nails spaced 8 inches on center. Exposed joints are finished with joint compound and tape and fasteners are covered with joint compound. 1. As an alternate, 11/4 -inch Type W screws may used in lieu of nails, provided the spacing is as noted above. 2. As an alternate, the 5/8 -inch ToughRock Fireguard (Type X) gypsum board is applied horizontally to 0.018 -inch - thick resilient strips on one stud face. The resilient strips are placed horizontally, spaced 24 inches on center and the upper edge fastened to each stud with 11/4 -inch Type W screws. Splices are lapped 6 inches. The gypsum board is fastened to the strips using 15/8 -inch Type S screws at 12 inches on center. Three -and -one -half -inch - thick glass fiber batt installation, weighing 0.23 pound per square foot may be placed in the stud cavities, resulting in a minimum STC rating of 50. 2.1.2 Two-hour Load-bearing Partition: Framing consists of 2 -by -4 wood studs spaced 16 inches on center. To both sides of the framing, two layers of 5/8 -inch ToughRock Fire- guard (Type X) gypsum board are applied with nails or screws. Base plies are applied vertically or horizontally and are fastened with 6d common nails or 1 -inch Type S screws spaced 24 inches on center. Joints are offset 16 inches between opposite sides. Face layers are applied vertically or horizontally and fastened with 8d common nails or 2 -inch Type S screws spaced 12 inches on center. Joints are offset a minimum of 16 inches from those in the base ply. All exposed joints are finished with joint compound and tape and fasteners covered with joint compound. 2.2 One-hour Fire -resistive Floor -Ceiling or Roof -Ceil- ing Assembly: The floor system consists of wood joists and floor covering as described in Table 7-C, Item 13-1.4, of the 1994 edition of the Uniform Building Coder"". Five -eighths -inch ToughRock Fire- guard (Type X) gypsum board may be applied directly to the bottom of the joist with 6d common nails 1 /8 inches long, with 1/4 -inch -diameter heads, spaced 6 inches on center. All exposed joints are finished with joint compound and tape and fasteners covered with joint compound. 1. As an alternate, 11/2 -inch Type W screws spaced 6 inches on center may be used in lieu of nails. 2. As an alternate, the board may be applied to 0.018 -inch - thick resilient strips which are attached to the joists. The resilient strips are placed perpendicular to the joint and spaced 24 inches on center and fastened to each joists with 11/4 -inch Type W screws or 6d nails. Splices are lapped 3 inches. The gypsum board is applied perpendic- ular to the strips and fastened to the strips with 1 -inch Type S screws spaced 11 inches on center. 2.3 Alternate Construction: One -half-inch ToughRock Fireguard C and 5/8 -inch Tough - Rock Fireguard may be used in gypsum wallboard assem- blies listed in Tables 7-A, 7-B and 7-C of the code, provided board thickness and fastening is the same as indicated in the code. ToughRock is a trademark of G -P Gypsum. ToughRock Fireguard is a Type X gypsum wallboard. ToughRock Fire- guard C has a proprietary Type X core which may be substi- tuted forType X gypsum wallboard of the same thickness per- mitted by the code. 2.4 ToughRock Fireguard Acoustibak: Where ToughRock Fireguard (Type X) gypsum wallboard described in this report is required in the wall and ceiling assemblies, ToughRock Fireguard Acoustibak (Type X) with V-shaped tongue -and -groove edge may be used without tap- ing and finishing of the joints, provided the thickness of the Acoustibak, the type of gypsum core and the type and spac- ing of the fasteners are the same as for the Fireguard gypsum board described. 2.5 Nails: Nails described in this report may be coated or plain common nails or equivalent size cooler nails meeting ASTM F 1667-95. Cupped head phosphate etched wallboard nails Evaluation reports of ICBG Evaluation Service, Inc., are issued solely to provide information to Class A members ofICBO, utilizing the code upon which the report Ls based. Evaluation reports are not to be construed as representing aesthetics orany other attributes not specifically addressed nor as an endorsement or recommen- dation for use of the subject report. This report Ls based upon independent tests or other technical data submitted by the applicant. The ICBO Evaluation Service, Inc., technical staff has reviewed the test results and/or other data, but does n of possess test facilities to make an independent verification. There Ls no warranty by ICBG Evaluation Service, Inc., express or implied, as to any "Finding"or other matter in the report or as to anyproduct covered by the report. ThLs disclaimer includes, but Ls not limited to, merchantability: Page 1 of 2 Page 2 of 2 ER -4413 may be used, provided they are equivalent in dimensions to 3.0 EVIDENCE SUBMITTED the common nails specified in the report. Reports of, fire tests conducted on wall and floor assemblies 2.6 Identification: in accordance with, UBC Standard 7-1 and descriptive details. 4.0 FINDINGS, Each piece of 1/2 -inch ToughRock Fireguard C is imprinted That the fire -resistive assemblies described in this report along one edge with "1/2 Type X-C." Each piece of /8 -inch comply with the 1997 Uniform Building Coder"', provided ToughRock Fireguard .or /8 -inch ToughRock Fireguard they are,installed as set forth in this report. Acoustibak is imprinted along one edge of the board with "5/8 Type X." This report is -subject to re-examination in two years. r the I C B O Evaluation Service, Inc. American National Standards Institute fl n 5360 WORKMAN MILL ROAD - WHITTIER, CALIFORNIA 90601-2299 n A subsidiary corporation of the International Conference of Building Officials EVALUATION REPORT Copyright © 2001 ICBG Evaluation Service, Inc. ER -4413 Reissued March 1, 2001 Filing Category: FIRE -RESISTIVE CONSTRUCTION—Other Fire -resistive Construction (080) G -P GYPSUM BOARD WOOD -FRAME Type's screws spaced 12 inches on center. Joints are offset FIRE -RESISTIVE ASSEMBLIES a minimum of 16 inches from those in the base ply. All G -P GYPSUM CORPORATION exposed joints are finished with joint compound and tape and 2861 MILLER ROAD fasteners covered with joint compound. DECATUR, GEORGIA 30035 2.i•One-hour Fire -resistive Floor -Ceiling or Roof-Ceil- 1.0 SUBJECT Ing Assembly: G -P Gypsum Board Wood -frame Fire -resistive Assemblies. 2.0 DESCRIPTION 2.1 Wall Assemblies: The following wall assemblies have been recognized as one-hour fire -resistive construction, provided structural con- siderations for axial, flexural and compression perpendicular to grain stresses are resolved in accordance with the code. The allowable load applied to the assembly cannot exceed the lower of 2,000 pounds per stud, or the design stress based on 0.78 F', with the maximum not greater than 0.78 of the calculated stress with the studs having a slenderness ra- tio leld of 33. 2.1.1 One-hour Load-bearing Partition, Single Ply: Fram- ing consists of 2 -by -4 wood studs spaced a maximum of 24 inches on center. One layer of 5/8 -inch ToughRock"' Fire- guardO (Type X) gypsum board is applied either vertically or horizontally to each side of the studs with 6d common nails spaced 8 inches on center. Exposed joints are finished with joint compound and tape and fasteners are covered with joint compound. 1. As an alternate, 11/4 -inch Type W screws may used in lieu of nails, provided the spacing is as noted above. 2. As an alternate, the 5/8 -inch ToughRock Fireguard (Type X) gypsum board is applied horizontally to 0.018 -inch - thick resilient strips on one stud face. The resilient strips are placed horizontally, spaced 24 inches on center and the upper edge fastened to each stud with 11/4 -inch Type W screws. Splices are lapped 6 inches. The gypsum board is fastened to the strips using 15/8 -inch Type S screws at 12 inches on center. Three -and -one -half -inch - thick glass fiber batt installation, weighing 0.23 pound per square foot may be placed in the stud cavities, resulting in a minimum STC rating of 50. 2.1.2 Two-hour Load-bearing Partition: Framing consists of 2 -by -4 wood studs spaced 16 inches on center. To both sides of the framing, two layers of 5/8 -inch ToughRock Fire- guard (Type X) gypsum board are applied with nails or screws. Base plies are applied vertically or horizontally and are fastened with 6d common nails or 1 -inch Type S screws spaced 24 inches on center. Joints are offset 16 inches between opposite sides. Face layers are applied vertically or horizontally and fastened with 8d common nails or 2Anch The floorsystem consists of wood joists and floorcovering as described in Table 7-C, Item 13-1.4, of the 1994 edition of the Uniform Building Coder"". Five -eighths -inch ToughRock Fire- guard (Type X) gypsum board may be applied directly to the bottom of the joist with 6d common nails 17/8 inches long, with 1/4 -inch -diameter heads, spaced 6 inches on center. All exposed joints are finished with joint compound and tape and fasteners covered with joint compound. 1. As an altemate, 11/2 -inch Type W screws spaced 6 inches on center may be used in lieu of nails. 2. As an alternate, the board may be applied to 0.018 -inch - thick resilient strips which are attached to the joists. The resilient strips are placed perpendicular to the joint and spaced 24 inches on center and fastened to each joists with 11/4 -inch Type W screws or 6d nails. Splices are lapped 3 inches. The gypsum board is applied perpendic- ,ular to the strips and fastened to the strips with 1 -inch Type S screws spaced 11 inches on center. 2.3 Alternate Construction: One -half-inch ToughRock Fireguard C and 5/8 -inch Tough - Rock Fireguard may be used in gypsum wallboard assem- blies listed in Tables 7-A, 7-B and 7-C of the code, provided board thickness and fastening is the same as indicated in the code. ToughRock is a trademark of G -P Gypsum. ToughRock Fireguard is a Type X gypsum wallboard. ToughRock Fire- guard C has a proprietary Type X core which may be substi- tuted forType X gypsum wallboard of the same thickness per- mitted by the code. 2.4 ToughRock Fireguard Acoustibak: Where ToughRock Fireguard (Type X) gypsum wallboard described in this report is required in the wall and ceiling assemblies, ToughRock Fireguard Acoustibak (Type X) with V-shaped tongue -and -groove edge may be used without tap- ing and finishing of the joints, provided the thickness of the Acoustibak, the type of gypsum core and the type and spac- ing of the fasteners are the same as for the Fireguard gypsum board described. 2.5 Nails: Nails described in this report may be coated or plain common nails, or equivalent size cooler nails meeting ASTM F 1667-95. Cupped head phosphate etched wallboard nails Evaluation reports ofICBO Evaluation Service, Inc., are issued solely to provide information to Class A members ofICB0, utilizing the code upon which the report is based Evaluation reports are not to he construed as representing aesthetics orany other attributes not specifically addressed nor as an endorsement or recommen- dation for use of the subject report. This report is based upon independent tests or other technical data submitted by the applicant. The ICBO Evaluation Service, Inc., technical staff has reviewed the test results and/or other data, but does notpossess test facilities to make an independent verification. There is no warranty byICBO Evaluation Service, Inc., express or implied, as to any "Finding" or othermatter in the report or as to anyproduct covered by the report This disclaimerincludes, but is not limited to, merchantability. Page 1 of 2 Page 2 of 2 ER -4413 may be used, provided they are equivalent in dimensions to 3.0 EVIDENCE SUBMITTED the common nails specified in the report. Reports of fire tests conducted on wall and floor assemblies 2.6 Identification: in accordance with UBC Standard 7-1 and descriptive details. 4.0 FINDINGS Each piece of 1/2 -inch ToughRock Fireguard C is imprinted That the fire -resistive assemblies described in this report along one edge with "1/2 Type X-C." Each piece of /e -inch comply with the 1997 Uniform Building Code'", provided ToughRock Fireguard or /8 -inch ToughRock Fireguard they are installed as set forth in this report. Acoustibak is imprinted along one edge of the board with "5/8 Type X." This'report is subject to re-examination in two years. X .-e 1'_ PLAN CHECK TRANSMITTAL City of La Quinta Community Development Department 78-495 Calle Tampico (P.O. Box 1.504) La Quinta, California 922.53 760-777-7067 (Phone); 760-777-1233 (Fax) �TO:. Greg Butler, Building and Safety Manager FROM: Greg Trousdell, Associate Pla VIA: Christine di lorio; Planning Manager DATE: January 3, 2002 RE: Green Sheet for VUP 2001-010, Andrew's Bar and Grill Our Department comments are as follows: 1. Provide an irrigation plan; 2. Specify tree caliper sizes; 3. Provide information on the proposed raised planter boxes on Desert Club Drive; 4. Specify the size of wood trellis members on Sheet S-2 (i.e., roof framing plan); 5. Provide trash enclosure gate details per the attached information; 6. Provide manufacturers' specifications and installation instructions for roof mounted mechanical equipment, including but not limited to evaporative coolers, kitchen fans, etc.; and 7. Submit details for each exterior building light fixture. Should you have any questions, please contact me.. Attachments: 1. Trash Enclosure Details 2. Bldg. Plans c: Pereira Design (Fax 949-831-0612) B/S Counter Technician Betty Sawyer, Executive Secretary Plan Check VUP10Final - c Greg/12/27 )-3 n J. to L" ;-M r+. 0 CO M 6' wide Concrete Slab Metal Gates (see attached info.) •/oo,, / • The trash enclosure gates shall be hung : ��r •, on 4" steel freestanding posts. A r) r— - T � r � , I RECYCLING 1. �• TRASH ;cuffs ; ARRA► , •• PAPERAUILI • ? 4' wide ,S • , • • , Optional Gate Concrete Foundation/Slab • • '. •VT:0 777.77 77,77,777• --- a o it � .L�a�l �8 ��¢W 81•x? SI' C 0 D r M Note: Recycling and trash containers shall have lockable weatherproof lids as well as N signing identifying the recycling area as a "recycling facility." The recycling area will be suliicient in size to accommodate the applicant's on-site recycling needs. The height of the enclosure wall shall _be 6 -feet. tam 4w5 SIEMENS 10 r 1 I.IP C i o + LJ SUDI[D /IRS ►ON 11 �e •, STABILIZER DORM 4.311•[[. 5GUAM[ STEEL T 4512 OETAILI FUSING GAT[ POSTO I ITE►.1 GATE POST ANCHORING / MAN GATE LOCKING DETAIL LOCKING DETAIL 11/1•11I9•219• FLAT STOCK SADDLE [WINOS UI S DOWN CEMENTED SETWELN SLOCKS IT IS LOC2E0 ST MEANS WITH ENOUGH ►ROTRUOMO _ • ..' . p THE HASP.ISHOWNI ODOR /SAM! 4'14.15' GATE POST TO MAR WITH OAT[ NAV /\ ` LOCKING SADDLE NIMG[ \ � 'MAN GATE fV, DOGS /SAM! � LOCKING HASP STABILIZZ11 ROD DETAIL 00111111GATLD SHEETTNO OMITTED POR CLAART S•S 5/4• AK WELDED TO DOOM PMAMS CORMUOATID SHIfT1►10 META1MIN Z DOLT TO SECURE SADOLI TO DOOR IRAN[ rr_�---.UG.T`1 D SHEETING NED STRAP i DOUN DETAIL 1 DN![T AT[O w .1 1' DlTAININO *TRAP VtLDEO ALL IOUM VMS a I I DOT" MRS p 5"R1TING 1 1 L J � MAV WlLD[O TO OAt[ IRAN! SM'1S/S• DOG. WRN 4• MAMDLI ME NT IN HINGE DETAIL 4' X4'X3: 16"XA (;ATF POST 2 -X2 -XI R" TURIN(; t)nnR FRAMF. COMNUGATIO SHEETING -DOM I DASI! T t •,� > �� • • ��� }' *k TAIMING STRAPS MINOR Q OItN ,L IM WADO 4'211/4• P1K SUDItD IN GROUND POS RODS TO ROOTED WMEN GATE 4 CLOKO CA -SE MAP TRASH FACILITY GATE SHEETING TO THIS POINT ALL LURRUGATED SHEETING IS 26 GA. 3'X S' PANELS NORTH SCALE: nts April 1995 8 O B H O F F M A N, Structural Engineer piESSIM LLJ No til! s — - Six Ai&ro Drive, Rancho Mirage 922704758 d �& Tel I Fax (760) 568-2%7 - (760) 773-3797 (yv / p'mate) Of �pU�� robert-hoffiman(wcbTV;nW �'t• t9C