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11-1235 (SOTB)P.O. BOX 1504 �78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: Property Address: APN: Application description Property Zoning: Application valuation: aF .fwQ�«rw BUILDING & SAFETY DEPARTMENT BUILDING PERMIT X11=000012351 %f'O8S 770-122-009-14 -000000- STRUCTURES OTHER THAN BUILDINGS %its 140% VILLAGE COMMERCIAL 6800 Applicant: Architect or Engineer: _/tj V4� / LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. license Class: C38 License No.: 887612 Date:/_Z /Z (/ Contractor — n4 OWNER-BUILDER DECLARATION I hereby affirm under pen f perjury that I am exempt from the Contractor's 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 Contractor's 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).: 1—) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, 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 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.). (_) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project ISec. 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.). (_) I am exempt under Sec. , B.&P.C. for this reason Date: Owner: 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: LQPERMIT 1-��� - 4*.1. SFM VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 12/12/11 Owner: FORTUN PROP Contractor:f� GEM MECHANICAL SERVICES BUJ er") 42335 WASHINGTON ST F320 20111 PALM DESERT, CA 92211 (760) 333-0280 � •°."ek,��.;;F�..a _�_ Lic. No.. 887612 WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: _ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. - _ I have acid will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier EXEMPT Policy Number EXEMPT 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 sh I forthwith comply with those provisions. 16 ate Applicant: WARNING: FAILURE TO SECU WO E S' 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. 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 of this county to enter upon the above-mentioned property for in action purposes. :. Date: Signature (Applicant or Agent): H Application Number . . . 11-00001235 Permit'BUILDING-PERMIT Additional desc . Permit Fee . . . . 90.00 Plan Check Fee 58.50 Issue Date Valuation . . . 6800 Expiration Date 6/09/12 Qty Unit Charge Per Extension BASE FEE 45.00 5.00 9.0000 THOU BLDG 2,001-25,000 ---------------=------------------------------------------------------------ 45.00 Permit . . . ELEC-MISCELLANEOUS Additional desc . Permit Fee 18.00 Plan Check Fee 4.50 Issue Date Valuation . . . . 0 Expiration Date-. 6/09/12 Qty Unit Charge Per Extension BASE FEE 15.00 1.00 3.0000 EA ELEC APPLIANCES -------------------------------------------------=-------------------------- 3.00 Permit MECHANICAL INV FEE Additional desc . Permit Fee 66.00 Plan Check Fee 8.25 Issue Date . . . . Valuation . . . . 0 Expiration Date 6/09/12 Qty Unit Charge Per Extension BASE FEE 30.00 1.00 18.0000 EA MECH FURNACE <=100K 18.00 1.00 18.0000 EA MECH B/C <=3HP/100K BTU 18.00 ---------------------------------------------------------------------------- Special Notes and Comments REFRIGERATED "KEG" COOLER WITH RATED ENCLOSURE (4ft'x 8ft x 7ft +) UNDER EXTERIOR STAIRWAY. 2010 CODES. "CBC Section 109.4 Work commened before permit issuance. Mechanical work started before obtaining the necessary permits. Investigative fee assessed." --------------------------------------------------------------- Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473) ------------ 1.00 ENERGY REVIEW FEE 5.85 Fee summary Charged Paid Credited --------------------------------------------------------- Due LQPERMIT LQPERMIT Application Number .. . . 11-00001235 Permit Fee Total 174.00 .00 .00. 174.00 Plan Check Total 71.25 .00 .00 71.25 Other Fee Total 6.85 .00 .00 -6.85 Grand Total 252.10 .00 .00 252.10 WX 6.17 XTWIIMMI� '12-0. - AePA 4-P60 1 JtJ 170 61�; K -0i C ty of La Quin, ta Building U Safety. Division P.O.- Box .1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 qpl,6 Building Permit Application and Tracking Sheet Permit # Project Actdress: 76 0 85- 1-4 F-OAa Owner's Name: t��esit Sa e - A. P. Number: ez Legal Description: Cqn ;City, $T, Zip . . . 3 . . . . . . . . . . . . . Telephone: Address: 4M 3 3 jda5 J4rA-q-& �w 'r -3&O Description: City, ST, Zip:CSe!ala. CJ e ,Lce- PMUL't 0 M - Telephone:ION E&d -3?? 792 State Lic. # City Lie.C> Arch., Engr., Designer. - 'to J0 cew" 0 AS Pe -C Cor -CDAKo-drc-e- d4,4 -w Address: City, ST, Zip: Telephone: -$tate Lic. #: o Name of Contact Perso�n_, Construction ype: Occupancy: Project type (circle one): New Add'n Alter Repair Demo Sq. FL:#Sto nes: —F#Units: Telephone # of Contact Person: Ibo 99 Z 0-7gQ Estimated Value of Project: APPLICANT: DO NOT WRITE BELOW THIS LINE -N Submittal Reqld Rec1d TRACMG PERMIT FEES Plan Sets Pian Check submitted Item Amount' Structural Cates. Reviewed, ready for corrections Plan Check Deposit Truss C21cs. Called Contact Person Plan Check Balance. Title 24 Cales. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan V Review, ready for correctissue -P EV I Wtetrical Subcontactor List Called Contact Person lumbing• 4— Ik 4L Grant Deed Plans picked up S. M.I. H.O.A. Approval Plans resubmitted Grading Of IN HOUSE:- Review, ready for correctionstissue Developer Impact Fee d F Planning Approval Called Contact Person AA.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees 4 ASW 1SXAazV '12-0. - AePA 4-P60 1 JtJ 170 61�; K -0i f P.O. Box 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 To: Greg Butler, Building & Safety Director From: Les Johnson, Plianning-Director Permit #: 11-1235 � .fwQ�rw BUILDING & SAFETY DEPARTMENT (760) 777-7012 FAX (760) 777-7011 To PD: January 13, 2012 Due Date: January 20, 2012 Status: 1 St Building Plans Approval (This is an approval to issue a Building Permit) The Planning Department has reviewed the Building Plans for the following project: recovea Description: Revision to Desert Sage Roof Pitch ►.JAN 13 Address or General Location: 78-085 Avenida La Fonda - city oflaEQuinta pioning-Depaftent Applicant Contact: Jarrett Garcia ( The Planning Department finds that:. ❑ ...these Building Plans do not require Planning Department approval. ...these Building Plans are approved by the Planning 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 Planning Department for review. a, Les JohnsoV(, Director -Planning rio f A Zrt� t C CIN OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED F`OR CONSTRUCTION (G5 rJ�wa io,�oF /5-�e iF Qe - 123 S PIP, , �a✓� 5�L' ��� c�e��'<���•, Iaca-��o� �� roo� 64 5e etl--w 5i4v e�5 •Z �p c�dc�� G� r ...............-._ ._ ."..............__..._L......o._c.F ' '+. .'' ......__... Co_�...._..__.._f'G...._ ...._5. e - .c.. o.., . ............... v! .Z-....... ...... ... ...... S�J1PP�n-�a� Ifo f.l- 1235 2'-4' 6'-8' OA BOX VFY j M xl� A 2 PLCS. 2'-0'1 2'-4' z w U 4' URETHAN URETHANE,, WALK-IN MATERIAL LIST APPROVAL NO. PANFt MA'T'FRIAI LIST INTERIOR WALL FACING26G STUCCO GALVANIZED STEEL SWITOIFI WITH PILOT LIGHT INTERIOR CEILING FACI96G STUCCO GALVANIZED STEEL EXT/INT EXTERIOR PANEL FACING26G STUCCO GALVANIZED STEEL / INSULATION 4' URETHANE, CLASS 1 - UL LISTED ;2e ; re; U.ti1� ./ y -`SER l if L SL(S eta L Cn0 FSR: USE F1 00R PANFL,& / SUBFLOOR MEMBRANE 6MIL VISQUEEN SHEET WITH JOINTS LAPPED \\\ FLOOR INSULATION 4' URETHANE, CLASS i FXTFR I ❑R K" ­ ' 1 WEARING FLOOR 14GA. GALV STEEL REINFORCED FLOOR CONVENIENT J BOX SURFACE MOUNTED J -BOX (SHIPPED LOOSE) 02 INTERIOR BASE 6' HIGH STUCCO GALV, STEEL COVE MOULDING \ LIGHT EXTERIOR BASE (EXPOSED6' HIGH STUCCO GALV. STEEL COVE MOULDING '......:'......_... SWITCH A2 /� RFACH-IN CnnLFR DOOR (24' WIC x 60' HIC) o INTERIOR FACING 26G STUCCO GALVANIZED STEEL LOCKIN f 8l EXTERIOR FACING 26G STUCCO GALVANIZED STEEL \ BAR INSULATION 4' URETHANE, CLASS 1 - UL LISTED ...`....." `' I DOOR PULL KASON TUBULAR STAINLESS STEEL HANDLE ITEMS FURNISHED BY RMI AND INSTALLED LOCKING BAR STAINLESS STEEL LOCKING BAR / PADLOCK REA BY JOBSITE ELECTRICIAN TOP HINGE (1) KASON #1245 CAM -LIFT At SURFACE MOUNTED EXT. J BOX BOTTOM HINGE (1) KASON #1248 CAM -LIFT SPRING LOADED A2SURFACE INT. J BOX CLOSER DICTATOR #V1600 SNUGGER -.00 1/2' GALV. NIPPLE ( INSTALLED AT FACTORY) ACCFssnRIFS LIGHT S1_/ITCH Q_LI EXTERIOR WEATHERPROOF SINGLE POLE z w U 4' URETHAN URETHANE,, ;......._.__....,-.. "Ili APPROVAL NO. SWITOIFI WITH PILOT LIGHT 12 steel framing WALL PANEL EXT/INT YPe X DYPsun a LIGHT FIXTURE KASON #1806 VAPOR -PROOF COMPACT FLUORESCENTI ;2e ; re; U.ti1� ./ y -`SER l if L SL(S eta L ... - \ .;. ..\. / Stucco exterior to match DIAL THERMOMETER STRIP CURTAIN TRIM ROOF MEMBRANE FIXTURE W/GU-24 BASE 120V (26W LAMP BY OTHERS 2-1/2' DIA. VAPOR ACTUATED FLUSH MOUNTED U01' KASON CLEAR VINYL STRIPS W/ ALUM. MTG. BAR STUCCO GALVANIZED STEEL ANGLE 02 DUROLAST ROOF 1 LOT '- 4' URETHANE ROOF PANEL FRAME MT FXTFR I ❑R K" ­ ' 1 roan `*ice EXTERIOR METAL CONVENIENT J BOX SURFACE MOUNTED J -BOX (SHIPPED LOOSE) 02 z w U =� 2x4 steel framing on roof Ns� o an AVORf: APPROVAL NO. 12 steel framing I � `�L EXT/INT YPe X DYPsun � Interior MECHANICAL ' CD, Stucco exterior to match _ •' INTERIOR METAL exlisting building COVE BASE \ FRAME MT `*ice EXTERIOR METAL J BOX Lit _ COVE BASE `. ;, i REINFORCED FLOOR COVE LIGHT E1 SWITCH �..._._........:I' ELEVATION� SUBFLOOR MEMBRANE-:. o Zi I LOCKIN f 8l ( e WALL) BAR I o c.� FINISH FLOOR =� 2x4 steel framing on roof Ns� o an AVORf: APPROVAL NO. 12 steel framing I � `�L sart n uamx hmrc YPe X DYPsun � Interior MECHANICAL ' CD, Stucco exterior to match _ •' INTERIOR METAL exlisting building COVE BASE \ `*ice EXTERIOR METAL .. 14 GA GALV. STEEL Lit _ COVE BASE `. ;, i REINFORCED FLOOR COVE ° BASE1/7 �..._._........:I' ELEVATION� SUBFLOOR MEMBRANE-:. 4' URETHANE FLOOR PANELS C SECTI❑N f 8l ( e WALL) 1/2 HP SPLIT SYSTEM REFRIGERATION SYSTEM. REFRIGERANT: R -404A. POWER: 208-230/1/60 (11.5 MCA) WEIGHT: 94 lbs G NFRA NOTES: 1. WIRING OF FIXTURES AND POWER CONNECTIONS BY JOBSITE ELECTRIC]N. 2. SILICONE, CAULKING AND PANEL SECTION FASTENER HEX KEY FURNISHED LOC REFRIGERATOR MANUFACTURERS, INC. t" IE F VGI T, T, FOR CONSTRUCTION DATE BY USTC�. 0 Ns� o an AVORf: APPROVAL NO. IAIIM-110 I � `�L sart n uamx hmrc CAU ]-H9AAr®P&411 asrolat: GEM MECHANICAL OUTDOOR KEG COOLER 1°"' PALM DESERT, CA :D BY: I DATE•10-04-11 10-11-I1 w Bin #, � Uinta .� City of La Q Building 8t Safety, Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # 11. �'j' Project Address: 1&0(05 IQ* Owner's Name: Sect a A. P. Number: r 4 Address: Q Legal Description: City, ST, Zip: Contractor ���rLl� ttil..e��- Telephone: /� Address 4 Z`; &UeG Z Project Description: �� T ��e5f�i,adQlh City, ST, Zip: Telephone: State Lie. City Lie. #; S. -FS Ove. Ct9n�r.. �c� to tiF Arch., Engr.; Designer: Address: JiiG KCSDid20 1� 2LOtl iJ��CC.v F 1�SrF,✓l. LL City, ST -,.Zip: YWIIT' - 11 b Telephone: `'_n` i'T'"'IX.{' State Lie. #: ay.: >''.':.'�..;.�.::::: • �.�• Name of Contact Person:r � Co�ction T an y�: Occupancy: Project Protect type (circle one): New Add'n Alter Repair Demo Sq. Ft.: #Stories: # Units: Telephone # of Contact Person: 76, p 33 OZ 8 C:) a Estimated Value of Project: APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Recd TRACKING PERMIT FEES Plan Sets Plan Check submitted' Item Amount Structural Cales. Reviewed, ready fo corrections >> y Plan Check Deposit Truss Calcs. Called Contact Person 11 IS Plan Check Balance. Title 24 Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2'" Review, ready for correctio slissue ( Electrical Subcontactor List Called Contact Person L �. Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading M HOUSE:- 7rd Review, ready for correctionsfrssue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees Lei Coiter '7$ o (os' ale- L, 7(00 T:ti:t Il-c23S "AN ADEQUATELY SIZED DEBRIS CONTAINER IS REQUIRED ON THE JOB SITE DURING ALL PHASES OF CONSTRUCTION AND MUST BE EMPTIED AS NECESSARY FAILURE TO DO SO MAY CAUSE THE CITY TO HAVE THE CONTAINER DUMPED AT THE EXPENSE OF THE OWNER/ CONTRACTOR" U METAL DOOR t H.M. FRAME - RATED t. I . I. . A RE -INSPECTION FEE OF $36 WILL BE CHARGED IF THE APPROVED PLANS AND 106 CARD ARE NOT ON r THE SITE FOR A SCHEDULED INSPECTION. NO EXCEPTIONSI i 06 6'- 8.. EQ � EQ 8'-2" 03 CONSTRUCTION HOUM October 1st - April 30 Monday - Friday: 7:00 a.m. to 5:30 p.m. PLAN Saturday: 8:00 a.m. to 5:00 p.m. U 3/8.. ;��,,.�NoneT-- i;� eraiment Code Holidayst None Memorial Day Allay 1st - September 30th Independence Day la;.r�cl-:y - Friday: 6:00 a.m. to 7:00 p.m. Labor Day S;4t U 0 -day: 8:00 a.m. to 5:00 p.m Veteran's Day Estzndav: None Thanksgiving Day E ovl: wment Code Holidays: None Christmas Day AI I cc -1 sA-nj ctio^ 9,-.t( Co"jot y w. -A 7e), a �, �� L�± G?vi�f� 'bv I(ell", 4 ,t �Fftcz CITY OF LA QUINTA BUILDING $ SAFETY DEPT APPRO. FOR CONSTRUCTION DAT $ I BY , �o EXISTING 09 oc w z BUILDING O W F— w O 0) V.-o_LW' W Q F- — ----iln �— KEG COOLER 05 EQUIPMENT 1 -HR RATED ENCLOSURE COOLER ACCESS DOOR WALL ASSEMBLY: UL DESIGN NO U425 Construction is NOT P140.11RD2oi, on the following Code Holidays. New Year's Day''-- Dr. ay'—Dr. Martin Luther King Jr. Day Procirlant'c r)av 01 EXIST. EXTERIOREXIST. BUILDING; EXIT DOOR TO EXT. CEMENT REMAIN i i PLASTER FINISH I I I 'I I I I � I I I EXTERIOR EXIT STAIR; EXISTING. C tT k COMP. SHINGLES - - _ T.O. P_ L. Ll 7'_2" - - - - M G.I.S.M. FASCIA; �� H.M. DOOR FRAME; PAINT TO PAINT TO MATCH EXT. GEM. PL.; MATCH EXT. �� 20 MIN. RATED ASSEMBLY CEMENT PLASTER EXTERIOR i CEMENT PLASTER; PAINT TO MATCH 1 -HR RATED EXISTING BUILDING EQUIPMENT ENCLOSURE ` T.O.C. 0'-0" FRONT ELEVATION 3/8" = 1'-0" r CITY OF LA QUINTA BUILDING & SAFETY DEPT. , APPROVED, FOR CONSTRUCTION DATE BY 03 EXIST. BUILDING EXTERIOR EXIT STAIR BEYOND; EXISTING. r ----------------I I I I I CG�u-yen-C ri�e I I rsn��_-r-r-rte,--r►c�� I SHINGLES; GLA55 'ARATED T. 0. P_L L. .. 7' -- 211 V LEFT ELEVATION 3/8" = 1'-0" CITY OF BUILDING & SA QN �DEPA APPROVED T. OR CONSTRUCTION DATE__ BY 9 G.1.5.M. FASCIA; EXTERIOR PAINT TO GEMENT _ MATCH EXT. PLASTER; GEMENT PLASTER PAINT TO MATCH . EXISTING BUILDING �- 1 -HR RATED LEFT ELEVATION 3/8" = 1'-0" CITY OF BUILDING & SA QN �DEPA APPROVED T. OR CONSTRUCTION DATE__ BY 9 EXIST CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPp®vE® i FOR CONSTRUCTION 03 DATE_ BY 1 Roof Plan 02 ERIOR EXIT .OVERHEAD; XISTING 05 ASPHALT COMPOSITE SHINGLE CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPp®vE® i FOR CONSTRUCTION 03 DATE_ BY 1 Roof Plan 02 EXIST. BUILDING EXTERIOR EXIT STAIR; EXISTING. -----------------, I I I I I i I I I 1 I SHINGLES CLA55 'A T.O.PL. 7'-2" - G.1.5.M. FASCIA; - PAINT TO MATCH EXT. CEMENT PLASTER 1 -HR RATED EQUIPMENT ENCL05URE T.O.C. 0'-0" _ _ RIGHT ELEVATION 3/8" = 1'-0" EXTERIOR CEMENT PLASTER; PAINT TO MATCH EXISTING BUILDING CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVE® FOR CONSTRUCTION DATE I BY 05 1 07 EXISTING i A�051TE BUILDING SHINGLES (GLASS A) 1 OVER 15# ROOFING FELT: G 08 DESERT TAN `` 5/8" EXT. GYP. SHEATH DENSGLA55 GOLD FIR.EGUARD 5/8" OSB SHEATING { ir----------------------- 4 t j R-2' FIBERGL465 BATT — INSULATION 5/8" TYPE 'X' — I ProRoc GYP. BD. I I, I I 7/8" EXT. CEMENT PLASTER OVER SELF -FURRING LATH £ BUILDING PAPER I I 5/8" DENSGLASS GOLD I FIREGUARD GYPSUM ! SHEATHING d I I I 1 I I I I I I I I I �I I � I I I =` a CITY OF LA QUIN' Aep `-- Bl G & SAFETY D SECTION 1 3/4" = V -0 -%Z -OF E: FOR CONSTRUCTION DATE gY 6'x18 GA. (600 5162-43) ROOF JOISTS AT 24" O.G. UL DESIGN P518 1 -HR ASSEMBLY T._O.PL. n 6x18 GA. (600 T150-43) 7' - 2' -V TRACK R-15 FIBERGLASS BATT INSULATION; FRICTION FIT 3 1/2"x20 GA (3505162-33) STRUCTURAL STUDS AT 16 O.C.; W #10 SELF - TAPPING TEKS SCREWS AT EA. SIDE OF EA. STUD AT TOP $ BOTTOM TRACK TYP. UL DESIGN U425 1 -HR ASSEMBLY KEG COOLER EQUIPMENT 31/2"x20 GA. (350 T150-33) TRACK W/.,0.145 DIA. SHOT PINS (SIMPSON) AT 48" O.G. ICG -ES ESR 2138 #4 BARS CONT. TOP E BOTTOM_ T.O.C. FIN GRADE ol WELDED WIRE MESH 2,500 PSI GONG. SLAB i FOOTING ASPHALT COMPOSITE SHINGLES (CLASS Ai OVER 15# ROOFING FELT 5/8" OSB SHEATHING UL DESIGN P518 1 -HR ASSEMBLY UL DESIGN U425 1 -HR ASSEMBLY i i 1" x 18 GA. STEEL LATERAL BRACING i STRAPS ATTACHED TO i EACH SIDE OF STUD WALL TYP. KEG COOLER EQUIPMENT WELDED WIRE MESH i i #4 BARS CONT. TOP I BOTTOM i i 2,500 PSI GONG. SLAB FOOTING -a 00 Section 2 3/4" = 11-011 5/8" TYPE 'X' ProRoc GYP. BD. R-21 FIBERGLASS BATT INSULATION 6"x18 GA. (600 5162-43) ROOF JOISTS @ 24' O.G. R-15 FIBERGLASS BATT INSULATION; FRICTION FIT _ T.0.PL. 71 - 211 7/8" EXT. CEMENT PLASTER OVER SELF -FURRING LATH E BUILDING PAPER 5/8" DENSGLASS GOLD FIREGUARD GYPSUM SHEATHING 5/8" TYPE 'X' ProRoc GYP. BD 31/2"x20 GA (3505162-33) STRUCTURAL STUDS AT 16" O.C.; W #10 SELF - TAPPING TEKS SCREWS AT EA. SIDE OF EA. STUD AT TOP � BOTTOM TRACK TYP. 31/2"x20 GA. (350 T150-33) TRACK W/. 0.145 DIA. SHOT PINS (SIMPSON) AT O.G. ICG -ES ESR 2138 ' FIN GRADE _ T.O.C. 01 - 011 BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE BY 07 1 CONTINUOUS - 3M FIRE BARRIER SEALANT FD 150+ CONT. BACKER ROD EXISTING BLILDING CONT. SEALANT d NEOPRENE GASKET FASTENERS @ 16" O.C. ji 4 G.I.S.M. COUNTER FLASHING 24 GA.; PAINT TO MATCH EXIST. STUCCO G.I.S.M. FLASHING 2 24 GA.; PAINT TO 6 MATCH EXIST. STUCCO r P. -� SHINGLES �i EXT. GYPSUM SHEATHING DEN5GLABS GOLD # 1/2" CLEAR FIREGUARD 5/8" ROOF SHEATHING �_ •.. , 2"x2"x16GA CLIP ANGLE AT EACH ROOF JOIST • TYP. � TYPE 'X' v2" UL HW -D-0517 1 -HR RATED CONNECTION & FLASHING DETAIL 0" BOX BEAM; 6007150-54 TRACK TOP $ BOTTOM; W (2) 6005162=54 STUDS VERTICAL CONT. BACKER 201) L- 5/8" GYP. BOARD CONTINUOUS 3M FIRE BARRIER SEALANT FD 150+ 1 ROOF 3" = 1'- ,1: EXIST. BUILDING CONT. BACKER ROD -\ METAL STUD FRAMING CONT. BACKER ROD CONTINUOUS CONTINUOUS 3M FIRE BARRIER SEALANT 3M FIRE BARRIER SEALANT FD 150+ FD 150+ EXT. CEMENT PLASTER 5/8" TYP. 'X' GYP.BD. EXTERIOR GYPSUM SHEATING, DENSGLA55 GOLD FIREGUARD UL HW -D-0517 .1 -HR RATED WALL CONNECTION DETAIL 13" = 1'-0" 00 the UL. Classification Mark Design No. U425 (For Exterior Walls, Ratings Applicable For Exposure To Fire On Interior Face Only, (See Items 4 and 5) Bearing Wali Rating — 45 Min, 1, '.i-1/2 or 2 HR. (See Items 2 and 4) INTERIOR WALL HORIZONTAL .SECTION EXTERIOR WALL N��:R4:ti l:ei:Kti' Kr �7'�'•'i.....INTERIOR FIRE I SIDE -�.1Y'•YA'• W a d 01 L HORIZONTAL SECTION Steel Floor and Ceiling Tracks — (Not Shown) --- Top and bottom stacks of wall assemblic•, shall consist of steel members, min No. '_0 NSC, (11.03'_4 in., min bate metal thickness) steel or min No, 20 G5C; ,((0.036 in. thick) gals steel or No. 20 MSC; (0.033 in. thick) primed steel, ;that provide a sound structural e•onnextioa between steel studs, and to ridiacent assemblies such a> a Baur, coiling, and/or other walls. fAttiched to Bcwr and ceiling assemblies with steel fasteners spaced not ��ileater than 24 in. O.C. i$teel Studs— Corrosion pnitected steel studs, min No. 20 M"G in., min bare metal thickness) steel ur nlin 3- 1/2 in. wide, min Ao. 2X1 GSC:, (0.036 in. thick) gah• steel or No. 20 MSG (0.033 in. thick) :primed steel, cold formed, shall be designed in accordance with the ,current edition of the Specification for the Design of Cold -formed Slovl ;Structural \dembers by the American Iron and Steel Institute. All -'design details enhancing the structural intcgrily of the wall assembly, including the axial design load of the studs, shall be as specified by the ,,including stud designer and/or producer, and shall meet the requirements kof allapph0bk IOCll axle. agencies. The max stud ,pacing of wall cassemblfI" shall not exceed 24 in. OC (or 16 in. OC - 5e'.e Item 5c). :Studs attached to 11wr and ceiling tracks with 1/2 in. long Type S-12 *steel screw., on both sidts of studs or by welded or bolted connections (designed in accordance with the AISI specifications. LOOK FOR THE UI FIRE RESISTANCE RATINGS - ANSUUL 263 (BXUV) 917 Lateral Support Members — (Not shown) — Where nquired for lat- eral support of studs, support may be provided by means of steel straps, drannels or other similar means as specified in the design of a particular steel stun wall system. Gypsum Board' — Gypsum wallboard bearing the ULl Classification ;Marking as to Fire Resistance•. Applied vertically with joints between lavers staggered. (cuter layer of , laver consl.ruction may be applied hi rirontahv. The thickness and number of lavers and ptrrcent of design Io -ad for the 45 min, i hr, 1-1/2 hr and 2 hr ratings are as follows: Interior Walls sating Wallboard Protection : of Both Sides of Wall • Uesign Load No. of lavers & Thkna of Board In. Each Layers 45 min I layer, l /2 in. thick i(l11 I hr '1 layer, 5/8. in. thick IW 1-1/2 hr '21.1 N.- 1/2 in.thick 1(10 2 hr ? layers, 5/8 in. 80 2 hr thick or 100 '3 layers, 1/2 in. IW thick 12 layers, 3/4 in. 10X1 thick Ratings applicable to osse n lieis serving as exterior walls where Classified fire ntsisl.ivc gypsurtl sheathing type• wallboard i tibstitutcd on the.. exterior rice, Exterior Walls Rating Wallboard Protection %of on Interior Side of Design Load Wall No. of Layers & Thkns of Board In. Each Layers 43, min I laver, 5/8 in, thick IW I hr 2 layers,1 /2 in. thick 11111 1-1/2 hr 21ajers, 5/8 in. thick 11)0 2 hr 3 IrfVer., 1/2 in. thick 100 'I lavers, 3/4 in. thick Ilial See Gypsum Board (CKNX) Category — for names of Classified Companies of 1/2 in. or 5/8 in. thick wallboard. See lx:low for Classi- fied Company of a! -! in. thick wallboard. CANADIAN GYPSUM COMPANY—Type IP -X3, or UNITED STATES GYPSUM CO—Type IT' -X3, or ULTRA- CODI USG MEXICO S A DE C V , DF—Tylxx IP -X3, or UCfRA- CoDI 4A. Gypsum Board' — (AS an alternate to 5/8 in. thick wallboards, in Item 4) — Nom 3/4 in. thick. CANADIAN GYPSUM COMPANY—Types AR, IP -AR. UNITED STATES GYPSUM CO -Tvpes AR, IP -AR. USG MEXICO S A DE C V , DF– Types AR, IP -AR. 5. Gypsum Sheathing — 1`or exlc;rior walls, W2 nr J/$ in. thick exterior regular gypsum sheathing applied vertically and attached to studs and runner tracks with 1 in. long Iype S.12 bu le head screws spaced 12 in. X .along studs and tracks. One! of the tirl ua•ing exterior facings are to i'•e applictil over the gypvum shvathinp. A. Siding, Brick, or Stucco— Aluminum siding, steel siding, brick vexnver, or stucco attached to studs over gyp -sum sheathing and meeting the requirements of local code agencies. When a min 3-3/4 in. thick brick veneer facing is used, the Exterior Wall Rat- ing is applicable with exposure on either face Brick veneer wall attached to studs with corrugated metal gva11 ties attached to each stud with steel screws, not more than each sixth course of brick. 13. Mineral and Fiber Boards' — Exterior hard beard paneling, chemically treated over gypsum sheathing with primed or 6n- ished face, 7/ 16 in. thick by 48 in. wide. Attached to studs over gypsum sheathing; with 0/8 in. long bugle -head TEK fasteners lei in. OC at the intermediate SupPOrts Or, exterior lap siding, chemically twatoJ, 7/ 16 in. thick by 8 in. or 12 in. wide. Attached to studs with 1-7/8 in. tong, bugle -head Type TEK fasteners at each lap. Panels lapped minimum 1 in. MASONITE CORP--Jygxx IT. C. Cementitious Backer Units' — 1/2 or 5/8 in. thick, square edge boards, attached to steel studs over gypsum 'sheathing with .1-5/8 in. long, Type S 12, corrosion resistant, wafer head steel screws, spaced 8 in. CX. Studs spaced a max of lh in. CX. Juints covered Wllh glass fiber mesh tape. UNITED STATES GYPSUM CO—Durock Exterior Cement Board or Durock Brand Cement Board. D. Fiber -Cement Siding — Fiber -cement exterior sidings including MARK ON PRODUCT gig FIRE RESISTANCE RATINGS - ANSI/UL 263 (BXUV) smex.th anti 1?athancjd pane! or lap siding. li. Molded Plastic— S� lid Vinyl sidir- mechnnicaly sCr::ired to framing nwrnhers in arc:ord;mcc with m:muf-murer's mcommendcd installation details. ALSIDE, DIV OF ASSOCINI-Ell MATERIALS INC IIEAR'1'LAND BUILDING PR.ODUC'I'S INC: NEBRASKA PLASTICS INC ti. Fasteners — (Not Shown) --- !wc , usocl to attach wallboard tia studs: self-tarpimg hu le head ShS rc vel steel hype, spaced 12 in. O.C. first laver IV $-12 iy I in. loth; for 1/2 and !VS in. thick wallbonrds and 1 -II I in. lamg (or 3; 4 in. iltick wallboord, x;t:lxa<:1 Iavcr Type 5-12 In- 1-518 in. lung for 1/2 and 5;•8 in. thick w allboarcls :incl 2-1/4 in, long for 3/4 in. thick wolihoard. Third laver'r,p, s- 12 by 1 7%8 in. Ion;;. 1. Batts and Bl-ankets' — lalaccc( m stud cavities of all exterior analis. -lay Qr may nut Ix- used in interior ally. Any g1asS liber or mineral wual batt mnte,rial bearing the UL. C:Iktssificalion M. -irking as to Fire • Resistance. of it thickness lit cong)ICAVIV fill slid carilV. ! t_,e Balis and lllenkets (137.JZ) Calogrjry for names, of bnssified Compa- flies. 7A. Fiber, Sprayed' — As an altc:rnai.! to Balt~ and Blankets (Item 7) - Spray a144ilit'.d ci4lul tut mnmri:,l,'Tit,- fiber i:; applied with tvrticr to collipielelt till the c ncli:sW Cavity if- acc ordanct with the arplicalion inStt'uCti(ns Supl?Ged With tilt.. priklict. Nominal dry- density of 30 II?i'ft'. Allcrnaly aprliclhon method:. I he fiber is applied with U.S. Grtrnfihcr LLC Typc• AI)IN! hot- metl t,clhesivv u a nominal ratio of one part adhi•siw to 6,6 parts fibch• to completely fill the reclosed cav- ity in :accordance with the. application instructions supplied with Ili: product. Nominal dry density (of 2.5 IhIW. U S GREENI'IIiER L CC ­ C: tc:oon2 Stabilized nr Coccxm-FWM (Fire Rah•d Nl;uerinh Y. Joint Tape and Compound = iNoi Shown) - .. Vinyl or cas.:in, dry or ppre mixed joint cctmpounci opplu,d ir, two coats to joints and cxew Ix td, of outer haver. I erforatc 1 raprsr t a ", ? in cvklc. embodded in first layer of compound ovi•r ;ill joints of outer I:ivvi. S. Furring Channels — (Optiowl, no': shown. for single or clouble Paver systenas) -- Retsilic ni furring channel, fabricated (rine min 2:i MS"G- corrosion-protc:+:lc:d deet, sixwed verlicallV ;: mar of 24 in. c?C:. Flange portion attached to each intrrsec:rirn_ Sluil with 1I'_ in. lonl: I-ypc 5421 slool Scre•x.a . W;irin ; tilt- UI. Classil4i ion Mark a Dfc,ign No. P.518 Hetstr,iincJ As,,embIv Raling — I fir. l.:me,IT.,invJ As­n,I;I,- Kitim, -- I lit, Unna: rainr,l 14 -ant !bling — I lfr. fit I Vo­irtg, — !;,a "u -pp"! ­ loI 1.) 1, "m .., ld. Ai. 6; 1, in,01a I i,mt ,, o'.." nii, l !I,::,•I rl ". iI.dl 1.1" \, 1; m I. Nv NI'lli-6oi, .111d Aw.,t ory - It. x ,i I •...... -ri'l 1, , I I V I: Metal It, I Deck Poncl, `ciq in ....... WJI. j 0-z In lieu of, Ifen, 1, "..1 cole,ing e­W,ling of cin4le-ph Rwcq plcmbra I I . . ...... if:,!% Ati.i. 11"d q'i Gypsum Slwalhirig "y"!W ill 'It,v! p, I I'l I" I m Ilwk ir'l.Al.-il If',,, �t,01 .!p. .-n! 111W, i'll: wa- i'vj I—, 'I"i, 16d; INvI. t, T."" -d _: 41. 0( in !,,:III % Hit "uon, Sivel I( rid Dv l, — Nom V.,:,10. I, I% di, ".1 . 1....... I'l"I ', ilh V..�- IN i'l. S io ion�: *4,1: 1- :oj 'm :he 4.1" L,il. .4 I kill:z Xid .;I h."In, 1 .1!:. " it In R i 'i:ItN '10! X mm w in, I.OADNIAS f I It SYS I 1'.*%IS IM,!: 1'— 1.!). st". V1441) Ml:(; L70 IN i'l G_ I 11:8, 11t.1 VULk KA I'l , I ) I V ( 11: NUM It ( OKI' I %'1 11: lil I.W. SUL RGI I q,lh IA, u W11. DIV I I I . IV I I Il 1: 1. IN C( I It It U( ;A1 I M : C ( I ­ I V. 1 ilj, 'In"';:lf! 1;, 1 hill, WA. H l'la.,i lied Sic"I blanc and Unit,' Milli < \N.. Aii.l. .-jc;, ;o;'! %V;!!: ,• No. in. I'mi., -1: d6l1i.q; !Iw 'id" LIt­ 'Im I al:;l,,N,!, xcool. 'wo I I in I 0A IMIAS I El" "YS I Nk. VI.A.CRAI '1; DIV 01: NUCOR (:Oti, I'll— ,Ii. !-A ! :4. . IVI of. willin.ING C0HItA:XI*IX,G CO 1%,:v, M\, High I;, Ply"o'ki Shv,116"A (lit I.ieu of Imns 2 and .11 -• f:• :h,{� -I, '11.1; I-A iow d I.w,l PcIlJ;t,;L)r Ihv I! wnh'!S in lo;.;� 1 -- mil 6 v.w, .d it N I i . v 1.11 and Vi tier Him III , lin 1iv f I I'! in 1 2 and ma. FIRE RESISTANCE RATINGS - ANSVUL 263 (BXUV) em thick he 2.1 in . ..... ia• 1"y"!N dirt; t'n Mcch.m.z."11% lo�. dt,m ;) i"ll, joint. wii III catch m-1 j,,k: "'ith :Nn m0c.11h, dmko' 2.112, in. "od K diall) swvi .!if X, HOINIASOTh CO lylv I."estAl kilding Units' (in addition III Item, 2 and 31 — I 'l,ind'-d i,;4vta( I I"': ­k (,wed "., :11,. I;.;­twxo -0. .!.uIk,,. ON "oh long HOMAW11: CO - ]VIV Nf, 1.14; kill,1106(Trick — (' 1.:nwj Clow"+ S-1!11'. ill I.vp \,I!:, .wt !.Ii: III, jj.%j,g­ 1cd N,- IS ):,mI..... .. ... ;!tri.N,:-- i,iv ­IlthlrtinfI c and t!1 ".n stlwl.mal :uppml vicm.,W.. Fmk .4 •I ..t. 10.,I, ,.Nv,%j to I,' ,-kh I in. Imig. I ;.'; in 1111,1 If Wj . ..... I ii,:sl W)bists — I "I'liol", ms:I S l" '14 -op ­vh ;,i, !,I .!I .amus: al U);., in 1.1" m."I.- troj, N;-. IS Ilaut.1 11: pid 3. " KSI n,uI vwld t%I-'v,1gIh 1) . ......... 111 t'i'Al htill,J 6, A ll,,;l ..:u! Sk,-I IIIAM;l, joi `I; '.I lit. k X n.., itnadu it S1evl Nlonh"s fit St a1w, ............ . I"d 1.11" -Wu, alu 1"i, we,,N-r, A6:3 :%IW111011. S110 till' ":ilrd, ,4W!. ...... ;;;.,, ., ni'l, of ]t+;•., It:— ml., "ej,!ct) wg,thm lnt,, , !,,,,I -u -d, m, n,;,(- I,, N- t,mwIt-d .,,fwtlawv fli, If,,- Am--lb--w I t uiu 53.11 1­lgtltv". ;..r file D',Z-4r, serol qI ... C!"'ji :1 W41 -i 24 IV ao,i fi.wmI a :It,,% 'h-110, .4 I ill tivrvro Ilio fru.: ivith IIIc wtv,l­ lair w IN- .,N!enor %qal. thhmsn In— Jvp1l, 1,,- 12 -it. ,,ih 11, mill .lull, Angles- (Not Sitwell — Mpli'mal, M%, 1.!/2 In. I?, I,u! !,I h, 1� . ......... ,I Iton, ;A xad 1,;" ;:1;2 ot. 1" 1. in. ga. ,,,div. (I-nn"Is .I Ito"; 'A Ali WI, i"k. in. I,, i In. la,!,: "".M, I.. INA.. v0e w sbo- I'o! I ..... i ,A, .'md p.,::+v" c:: 61115 suppr- 0,111"ol�, and Blanket"' — Arm 2.1 b -Is Ilk thi-11 1: 2: -11 !-1!, :.,H: lila:' inaulaun:; ,0, 1-,tt .ha ­tIv on !,v it r,t It CIQ.N­S C6KNING Bndf�in — Nli;, 1-12 it, \,*id,- MN, I)!.�4 . ;;A, .too ljui" -1 di, 11"m flxlr�,- of :(."I At M.1I1:,.t:, I, flw 1 'twol w i,t "'ll, "n, iS 1:,ng ..... ... . ........ . in. Ihic4.,d r: v,!h di, ul.n t, iv.,t, ""Oil vrd :oml, ".nic'ed on -Ill 1-;)d In. hs, IN,\I cit l%,%nI •I.yf i INC m -:;,I lit,- I 1 !2 ai. kx 1I:,I :It 1-111 ;xI, .."Y' vvith Ion4 ;xAto med m,"r lol., im­, !S m 1"n.. lyp'. S-12 Ilil::Iv I'vilk; 12 in 0A ;lit,[ X, ncw, v:ld 1,4w, I.,\,r ,,I;, 1\11,1- I,. I.tnje lvad 'I".1 $ i.l I X, .11,i I.vatc%i al I in iwar 1­.Ird AMERICAN (;YIISLI.\l CO — M .-C G-11 CY11SUM CORP. SUB OF ('.I:CIZCIA.I'ACIFW CO RV --1 "Tt. LAFARGI: N010 If AN11:10CA INC I I L( -I'k :It. ARD GYPSUM 1. 1. C I . ENI 111. I%IN LAN'D FOKIII'S'l' VRODUCI'S CORI' M10 ICA vto,ru) s,rxnis cyrsum co - ip, C. Hard" I.alv, -.Q.tice. AIAI finishing i0int6 e­vlv,! ,i It !aIN.a." join; v- on ­ri,,n, num 3;12 ­- thick ­-r­­ Ntn­r pl.lswr ntov K, -IpI1;%,-1 u. ill,- ewin- i,mlan ,1 1--11. Alternate C,il;ng Mcinbrane Hinger Wire — 1- -11, It,m Q - &-t I' SWC Wel lv,-*,- tv -vi pn.l. <I,woi j Steel Framing Nfetnbc,, — a plain -J poli,-vdie"J." I., ...... i 11-1 rurin,rs — I-! H, . Men'l­'. • \om 12 :z Mlonl. 0 ,116 ..1 .", I. I 12 w, ",.h. lj­. .11 "rw" Ionl. lml%); a ."in of 2 r.1 ham bI.Iwm , �zwvl Nlvmbcq� 1, ill, 1 , StA1. ;;ah ­w W;:,-, 46 Ok , Lain rurtrivi, — Vul; .1 fl 1,"%,. 1^' 1;• in 1-1 i2 M. 11 :.tc.- ­ ,rix. kh.,m,,;4 o;,,,; t: 1-i - 2 is t,-. FIRE RESISTANCE RATINGS - ANSVUL 263 (13XUV) 709 ... . . .................... . . . .. . ........ t" the nmilN Ju,'Vd If) in. IX:, Additi ...... I eimnwi- -i nt S n,. Iron o.di Wv If I"Ilit'i wAlb.)."d and i"i"Is. the crt,pg te" ­ ch.Invu-6 rni'v K. or 6minvi lo f.1c.lilm, Ihr 1111g Wall angles or channel. Uwd i,i -p1-1 :%I,% -I i,aming '11,k .)"it 1,,l of III,- g.'-psom or -4.0 v,,i ,ilh I in. lvg, or channd, I I,. 1q, ;C. ..... I 1 "In in. d-r, warhvj to ,:.It, m permn'-wr With if, in M. CCC I 'NC—'I'N1-\- IXJ NX. U,q; IN'I'lAtIOAS INC I,IN, I&A,or RX. H...ud' — kw t,v %, ,ill- Steel Framing Menthemilwin 'I" ,I nwninjl 1/' ill thick bN. 4S m. n 1 Ward'. I u. la"., �;I!vrlyndlculx to " s wt, ".41% silf: "mil"I ".0, ;..ng klim,-0-10 foi%, airing lm! rid l;.;,It, rutileml aloincr.", 1.,,I,-:wJ I.- i,m­ by ,i'l, 1-1.,`4 in. hm;; 'h la S bug!,­ "It"ll vnd joints .,Ihl 12 it,. pw:d. FmI I, :I ill ;,Jjijc,m ,allb,cird Aivvt, not I'- than .1 It ( )C. ( Aw" law, w:,chv.! !n the thri.tq-h imirr Litc, ,:iiig ill long S I,tjgI,,he.rd 'W"I )4 it, ('1: It j,litol ,rid joini, arv:l 12 in (K in the I.00. v.IJ joint, lo Ix. cN.11to'NI ,I,-IIg cwt.5 lej, and N: olfvl %,f inm-i lawt, Ito— of sew,,s on K-th loot tail vo,! ;,"'It, of .-.I,,h la,,r shAI 1v 1 t d PS t;• 1 2 in r n. end jo;nlc Hunod lido j,,im, of amlor Iavcr io liv -,:fvt a mil, 0i I. in from infflod si%lc lomN, of inn,, Iavvr. Init;ts is in Iwn, lit CANADIAN GYPSUM COMPANY -- I"JN: U UNI11:1) S f -AMS CYPSUM CO—.lar, C Us(: MEXICO S A DF C V. DlI C. N,irwc, III,- Of M.,"t, 3M Fire Protection Products 3MT" Fire Barrier Sealant FD 150+ A low-cost, flexible firestop for metal pipe, cable penetrations and top -of -wall applications. 3M" Fire Barrier Sealant FD 150+ is an economical alternative to firestopping applications. It is used to firestop metal pipes or cables through concrete or gypsum, and for use in dynamic head -of -wall systems. A single -part, sag -resistant, water-based acrylic latex sealant, 3M Fire Barrier Sealant FD 150+ has excellent adhesion characteristics to most common construction materials. And, since it dries to the touch within one hour, it can be painted for a more professional -looking job. � a, e Available in three (3) colors: Red Limestone Blue A low-cost, flexible firestop for metal pipe, cable penetrations and top -of -wall applications. 3M" Fire Barrier Sealant FD 150+ is an economical alternative to firestopping applications. It is used to firestop metal pipes or cables through concrete or gypsum, and for use in dynamic head -of -wall systems. A single -part, sag -resistant, water-based acrylic latex sealant, 3M Fire Barrier Sealant FD 150+ has excellent adhesion characteristics to most common construction materials. And, since it dries to the touch within one hour, it can be painted for a more professional -looking job. � a, 3MTM Fire Barrier Sealant FD 150+ Features and Benefits • Remains pliable allowing for typical pipe movement. usTEo 3M'" Fire Barrier Sealant FD usTED non-combustible penetrants. 3M Fire Barrier Sealant FD 150+ has been tested and 150+ used in applications • Water-based for easy installation, cleanup and disposal. where metal pipe penetrates where metal pipe or conduit • Endothermic fillers absorb heat and release water. wallboard constructions. Additional systems have been tested for applications with penetrates through concrete. • High -solids formula means limited shrinkage. SEE DIPECTIX UL system c -AU -1317. • No solvents. CIRECTCR19039 • Available in 3 colors for easy identification or integration with substrate. 12 • Multi -viscosity grade offers excellent sealant properties. FD150+ 3M" Fire Barrier Sealant FD Applications 00-51115-11634-6 150+ used in applications 840 where cable bundles penetrate Piro All non-combustible. Piping: 28 through concrete. UL System C -AJ -3764. Cables: Loose bundles 1— Typical Architect Specification Standard The firestopping sealant shall be a one -part, latex -based compound. The sealant shall dry to form a exible non -shrinking penetration seal and shall be capable of allowing pipe movement and shall contain no solvents, water-soluble fillers, or inorganic fibers. The sealant shall be thixotropic and shall be capable of caulking or troweling onto vertical surfaces or overhead. The sealant shall be listed and classified by an independent test 3M'- Fre Barrier Sealant FD 150+ used in applications agency(ies) and tested to the requirements of ASTM E814 (UL1479). with dynamic head of wall joints where gypsum wallboard is sculptured into uted deck. UL System HW -D-011. Ordering information usTEo 3M Fire Barrier Sealant FD 150+ is designed primarily for sealing penetrations for usTED non-combustible penetrants. 3M Fire Barrier Sealant FD 150+ has been tested and 3M'" Fre Barrier Sealant FO 150+ used in applications approved for single metallic pipe penetrations, common electrical and communications where metal pipe penetrates cable penetrations, as well as multiple penetrants through both masonry and gypsum through gypsum board. wallboard constructions. Additional systems have been tested for applications with =J UL System W -L-1167. dynamic head -of -wall joints. SEE DIPECTIX 1— Typical Architect Specification Standard The firestopping sealant shall be a one -part, latex -based compound. The sealant shall dry to form a exible non -shrinking penetration seal and shall be capable of allowing pipe movement and shall contain no solvents, water-soluble fillers, or inorganic fibers. The sealant shall be thixotropic and shall be capable of caulking or troweling onto vertical surfaces or overhead. The sealant shall be listed and classified by an independent test 3M'- Fre Barrier Sealant FD 150+ used in applications agency(ies) and tested to the requirements of ASTM E814 (UL1479). with dynamic head of wall joints where gypsum wallboard is sculptured into uted deck. UL System HW -D-011. Ordering information Building and Commercial Services Division 3M Center Building 223-2N-21 St. Paul, MN 55144-1000 1-800-328-1687 www.3M.com/firestop ULC usTEo o usTED cus U`� FEl•VCr40RCAVrTY •... FIILVCYDORCAVm'MATERIAL FOR MATERIALS 9D 39INTEJE. FlPESioP SYSTEMS IFTIRPSICH TKROUGHPENSYSTEMS SEE DIPECTIX 1260 CIRECTCR19039 10.17oz.000-51115-11574-5 12 FD150+ 3M Fire Barrier 150+ �"`a 20 00-51115-11634-6 12 840 blue Latex Caulk, blue i ^ r 28 00-51115-11602-5 6 546 4.5 Gal. 000-51115-11575-2 1 36 10.1 . oz. 000-51115-18812-1 12 1260 3MT" Fire Barrier FD150+ 3M Fire Barrier 150+ 20 . oz. 000-51115-18810-7 12 840 Sealant FD 150+ red Latex Caulk, red 28 . oz. 000-51115-18811-4 6 546 4.5 Gal 000-51115-18813-8 1 36 10.1 . oz. 000-51115-16564-1 12 1260 FD150+ 3M Fire Barrier 150+ 20 . oz. 000-51115-16567-2 12 840 limestone Latex Caulk, limestone 26 . 000-51115-16566-5 6 546 4.5 Gal. 000-51115-16565-8 1 36 Building and Commercial Services Division 3M Center Building 223-2N-21 St. Paul, MN 55144-1000 1-800-328-1687 www.3M.com/firestop ULC usTEo o usTED cus U`� FEl•VCr40RCAVrTY •... FIILVCYDORCAVm'MATERIAL FOR MATERIALS 9D 39INTEJE. FlPESioP SYSTEMS IFTIRPSICH TKROUGHPENSYSTEMS SEE DIPECTIX SEE LL FIRE CIRECTCR19039 Important Notice to User. Product Use: Many factors beyond 3M's control and uniquely within user's knowledge and control can affect the use and performance of a 3M product in a particular application Given the variety of factors thal can affect the use and performance of a 3M product, user is solely responsible for evaluating the 3M product and determining whether it is fit for a particular purpose and suitable for user's method of application. Warranty and Limited Remedy: 3M warrants that each 3M Fire Protection Product will be free from defects in material and manufacture for 90 days from the date of purchase from 310's authorized distributor. 3M MAKES NO OTHER EXPRESS OR IMPLIED WARRANTIES. INCLUDING ANY IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. If a 3M product does not conform to this warranty, the sole and exclusive remedy is, at 3M's option, replacement of the 3M product or refund of the purchase price. Limitation of Liability: Except where prohibited by law, 3M will not be liable for any loss or damage arising from the 3M product, whether direct, indirect, special, incidental or consequential, regardless of the legal theory asserted. Please recycle. Printed in U.S.A. © 3M 2009. All rights reserved. 98-0213-4606-3(129.5)ii 3M is a trademark of 3M company. All other trademarks are the property of their respective owners. '0 EXT/INT J BOX(S) ?U x CD o� iy) ¢ 03 0 EXISTING - 6x6 POST Li ACCESS Z U COVER C3 � F NW 91 J 72D U cli z EXT/INT J BOX(S) I j = = FRAME MTD, -/), ¢ a J BOX I Cl 14 LIGHT z ao oI SWITCH x -1:D LOCKING N BAR 0 �I FINISH FLOOR [TRIMM @ 04 05 2 PLCS, ®KEG co 06 CLR 17 46 02 07 O1 2'-4' 2'-0' . 2'-4' FLOOR PLAN 53y' xxx A3 Al 4' URETHANE-, PANEL Lf1 OVERHANG ewaz>506 EXTERIOR TOP MTD, REFRIG, UNIT DUROLAST ROOF MEMBRANE COVE BASE ELEVATION 0 EXTERIOR METAL COVE BASE ITEMS FURNISHED BY RMI AND INSTALLED BY JOBSITE ELECTRICIAN I Al SURFACE MOUNTED EXT, iJ B�1X A2 SURFACE INT, J BOX mix A3 1/2' GALV. NIPPLE ( INS7- '! !_ED AT FACTORY) SUBFLOOR MEMBRANE 4 4' UR[THANE ROOF 1)ARic_L i' CUTLER INTERIIR METAL COVE BASE t 14 G GALV, STEEL REIN(_ORCED FLOOR I L 4' URET'�ANE FLOOR PANELS SECTION (@ WALL) 6'-8' OA ' BOX [TRIMM @ 04 05 2 PLCS, ®KEG co 06 CLR 17 46 02 07 O1 2'-4' 2'-0' . 2'-4' FLOOR PLAN 53y' xxx A3 Al 4' URETHANE-, PANEL Lf1 OVERHANG ewaz>506 EXTERIOR TOP MTD, REFRIG, UNIT DUROLAST ROOF MEMBRANE COVE BASE ELEVATION 0 EXTERIOR METAL COVE BASE ITEMS FURNISHED BY RMI AND INSTALLED BY JOBSITE ELECTRICIAN I Al SURFACE MOUNTED EXT, iJ B�1X A2 SURFACE INT, J BOX mix A3 1/2' GALV. NIPPLE ( INS7- '! !_ED AT FACTORY) SUBFLOOR MEMBRANE 4 4' UR[THANE ROOF 1)ARic_L i' CUTLER INTERIIR METAL COVE BASE t 14 G GALV, STEEL REIN(_ORCED FLOOR I L 4' URET'�ANE FLOOR PANELS SECTION (@ WALL) GENEr< NOTES: 1, W110iNG OF FIXTURES AND POWER CONNECTIONS BY JOBSITE ELECTRICIAN, 2, SILICONE, CAULKING AND PANEL SECTION FASTENER HEX KEY FURNISHED LOOSE, CITY OF LA QUINTA Cm Of LOS ANGELES BUILDING & SAFETY DEPT. USTC® NSF APPROVED FOR CONSTRUCTION APPROVAL NO. LA111-01-110 I' STATE OF CfECON CLASS 1 -INSULATED PANEL U.� /1J7PP•C DATE asT REFRIGERATOR MANUFACTURERS, JNC, GEM MECHANICAL 17018 EDWARDS RDAD PiB]JECT, CERRITOS, CA 9070:3 OUTDOOR KEG COOLER T-(562) 926-2006 F-(5627 926-2007UICAT1Oy PALM DESERT, CA 1011-2 1-" 11253 APPfg1VED By' DATE' 10-04-11 KAL�' AS NOTED mr 1 OF 1 "Y'Q10-11-11 ff A10-12-11 '0'®10-17-11 WALK-IN MATE:RI'AL LIST' TANEL:: MATERIAL LIST INTERIOR'WALL FACING '26G STUCCO: GALVANIZED' STEEL. INTERIOR CEILING FACING 26G STUCCO GALVANIZED STEEL _ ,E-XTERIOR PANEL FACING 26G STUCCO GALVANIZED STEEL INSULATION 4' URETHANE, CLASS 1 - UL LISTED COOLER: NSF FLOOR PANELS SUBFLOOR MEMBRANE 6MIL VISQUEEN SHEET WITH JOINTS LAPPED. FLOOR INSULATION 4' URETHANE, CLASS 1 WEARING FLOOR 14GA, GALV STEEL REINFORCED FLOOR INTERIOR BASE 6' HIGH STUCCO GALV, STEEL COVE MOULDING EXTERIOR BASE (EXPOSED) 6' HIGH STUCCO GALV, STEEL COVE MOULDING ® REACH -IN COOLER DOOR (24' WIC -.x 60' HIC) INTERIOR FACING 26G STUCCO GALVANIZED STEEL EXTERIOR FACING 26G STUCCO GALVANIZED STEEL INSULATION 4' URETHANE, CLASS 1 - UL LISTED DOOR PULL KASON TUBULAR STAINLESS STEEL HANDLE LOCKING BAR •STAINLESS STEEL LOCKING BAR / PADLOCK READY TOP HINGE (1) KASON #1245 CAM -LIFT BOTTOM HINGE (1) KAsnN #1248 CAM -LIFT SPRING LOADED CLOSER DICTATOR #V1600 SNUGGER AC`;L' TORIES QTY LIi_HT S\r'ITCH 7XTERIOR WEATHERPROOF SINGLE POLE ✓i CH #,- 04 WITH PILOT LIGHT.. LIGHT FIXTURE KASON #1806 VAPOR -PROOF COMPACT FLUORESCENT 01 FIXTURE W/GU-24 BASE 120V (26W LAMP BY OTHERS) DIAL THERMOMETER 2-1/2' DIA, VAPOR ACTUATED FLUSH MOUNTED UNIT 01 STRIP CURTAIN KASON CLEAR VINYL STRIPS W/ ALUM, MTG, FAR 01 TRIM STUCCO CALVANIZED STEEL ANGLE 02 ® ROOF MEMBRANE DUROLAST ROOF 1 LOT CONVENIENT J BOX SURFACE MOUNTEr ..!-BOX (SHIPPED LOOSE) 02 MECHANICAL REFRIGERATION ``Model . STX075MR404A2 S N'.xMo72l5zr00 y SELF CONTAINED UNIT QOOR REFRIGERATION SYSTEM. REFRIGERANT: R -404A, POWER; 208-230/1/60 (6.0 MCA) WEIGHT, 236 lbs GENEr< NOTES: 1, W110iNG OF FIXTURES AND POWER CONNECTIONS BY JOBSITE ELECTRICIAN, 2, SILICONE, CAULKING AND PANEL SECTION FASTENER HEX KEY FURNISHED LOOSE, CITY OF LA QUINTA Cm Of LOS ANGELES BUILDING & SAFETY DEPT. USTC® NSF APPROVED FOR CONSTRUCTION APPROVAL NO. LA111-01-110 I' STATE OF CfECON CLASS 1 -INSULATED PANEL U.� /1J7PP•C DATE asT REFRIGERATOR MANUFACTURERS, JNC, GEM MECHANICAL 17018 EDWARDS RDAD PiB]JECT, CERRITOS, CA 9070:3 OUTDOOR KEG COOLER T-(562) 926-2006 F-(5627 926-2007UICAT1Oy PALM DESERT, CA 1011-2 1-" 11253 APPfg1VED By' DATE' 10-04-11 KAL�' AS NOTED mr 1 OF 1 "Y'Q10-11-11 ff A10-12-11 '0'®10-17-11 10 SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS. SGS•SGS•SGS•SGS•SGS-SG S•SGS•SGS•SGS-SG S•S GS•SGS•SGS•SGS•SG S -SG SiS.GS•SGS- SGS•SGS•SGS•S G S•S GS -SG S -SG S+SGS•SGS•SG S• N L1 US-D-oPS'04-01-T N V 111111hpO Ilmd ftmff SGS U.S. Testing Company Inc. 5555 Telegraph Road • Los Angeles, CA 90040 -6 Tel: 323-838-1600 • Fax: 323=722-8251 !n f7 CLIENT: REFRIGERATOR MANUFACTURERS, INC. N 7421 E. Slauson Avenue Commerce, CA 90040 Larry Jaffe N N 0 N N LI N N Test Report No: 151194 TEST REQUESTED N N 11 Date: May 2, 2001 The Client submitted and identified the following test material as three sets. of Freezer Panels incorporating Resin Technologies Corp. RT -5041-B=2.4 foam Insulation as prepared under the witness of SGS U.S. Testing Co. Inc. at .the Refrigerator Manufacturers. Industries facility on October 31, 2000.. Entered into SGS USTC sample tracking system on January 11, 2001 as STN 32753. January 25, 2001. Client's. Purchase Order No. 0009234. Perform standard flame spread and smoke density developed classification tests on the sample supplied by the Client in accordance with ASTM Designation E84 -00a, "Standard Method of Test for Surface Burning Characteristics of Building Materials". The foregoing test procedure is comparable to UL 723, ANSIINFPA No. 255; and UBC No. 8-1. TEST RESULTS: See page 2 for a summary of the results. N See pages 4 through 8 for detailed results. N N N � N N N U N N y • N Prepared by Signed foriand on behalf of N SG),SU.S,iTestin 'Cm opany IN nc. 'N low N Greg Banasky J'oMj1 Lomash N N Supervisor Fire Technology Branch Director t N � N N N v N N Page 1of 9 \ N N N his report is issued by SGS, U.S. Testing Company Inc. under its General Conditions for Testing Services: (copy available upon request). SGS .N J.S. Testing's responsibility under this report is limited to proven negligence and will in no case be more than the amount. of'the testing fees. t 'Except by.special arrangement, samples are not retained by SGS U.S. Testing for more than 30 days. The results shown on this test report refer N N only'to the sample(s) tested unless otherwise stated, under the conditions agreed upon. Anyone relying on this report should understandall of y 0 the deteils•of the engagement. Neither the name, seals, marks nor insignia of SGS U.S. Testing may be used in any advertising or promotional materials without the prior written approval of SGS U.S. Testing. The test. report cannot be reproduced, except in full, without prior written No T permission -of SGS U.S, Testing Company Inc. � N y, Member of the SGS Group (Societe Gen6rale de Surveillance) y • SGS-SGS-SGS-SGSS•SGS•SGS•SGS•SGS•S S•SGS•SGS•SGS•SGS•SGS•SG§•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS• N .... _.......... _ _ _ �2�� 7�-005" Ave, , N N N N SAMPLE ID: N N N N DATE OF RECEIPT: U. N T TESTING PERIOD: N N AUTHORIZATION: TEST REQUESTED N N 11 Date: May 2, 2001 The Client submitted and identified the following test material as three sets. of Freezer Panels incorporating Resin Technologies Corp. RT -5041-B=2.4 foam Insulation as prepared under the witness of SGS U.S. Testing Co. Inc. at .the Refrigerator Manufacturers. Industries facility on October 31, 2000.. Entered into SGS USTC sample tracking system on January 11, 2001 as STN 32753. January 25, 2001. Client's. Purchase Order No. 0009234. Perform standard flame spread and smoke density developed classification tests on the sample supplied by the Client in accordance with ASTM Designation E84 -00a, "Standard Method of Test for Surface Burning Characteristics of Building Materials". The foregoing test procedure is comparable to UL 723, ANSIINFPA No. 255; and UBC No. 8-1. TEST RESULTS: See page 2 for a summary of the results. N See pages 4 through 8 for detailed results. N N N � N N N U N N y • N Prepared by Signed foriand on behalf of N SG),SU.S,iTestin 'Cm opany IN nc. 'N low N Greg Banasky J'oMj1 Lomash N N Supervisor Fire Technology Branch Director t N � N N N v N N Page 1of 9 \ N N N his report is issued by SGS, U.S. Testing Company Inc. under its General Conditions for Testing Services: (copy available upon request). SGS .N J.S. Testing's responsibility under this report is limited to proven negligence and will in no case be more than the amount. of'the testing fees. t 'Except by.special arrangement, samples are not retained by SGS U.S. Testing for more than 30 days. The results shown on this test report refer N N only'to the sample(s) tested unless otherwise stated, under the conditions agreed upon. Anyone relying on this report should understandall of y 0 the deteils•of the engagement. Neither the name, seals, marks nor insignia of SGS U.S. Testing may be used in any advertising or promotional materials without the prior written approval of SGS U.S. Testing. The test. report cannot be reproduced, except in full, without prior written No T permission -of SGS U.S, Testing Company Inc. � N y, Member of the SGS Group (Societe Gen6rale de Surveillance) y • SGS-SGS-SGS-SGSS•SGS•SGS•SGS•SGS•S S•SGS•SGS•SGS•SGS•SGS•SG§•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS• N .... _.......... _ _ _ �2�� 7�-005" Ave, , SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGSeSG S•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS- SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•.SGSSGS-SGS-SGS-SGS-SGS-SGS-SGS-SGS- (A ® US -D -OPS -0403-T u N `®� fA N v . V SGS' U.S. Testing :Company Inc. Report No.; 151194 0 �^ Date: May'2, 2001 CLIENT: REFRIGERATOR -MANUFACTURERS, INC. Page: 2 of 9 N N 4 VI U N PREPARATION AND CONDITIONING: On October 31, 2000, Mr. Michael Elliott, a representative of SGS U.S. Testing Co:, Inc: witnessed the preparation of the freezer panels at the Client's facility N located in Commerce:, :CA. The construction details of the freezer panels are as follows: 0.040 Stucco embossed aluminum skins on each side. Prior to foaming, the inside of the skins are... scuffed to create :better foam, to, skin bond. The edges of the skin are folded over, 7/16-1/2" to form a perimeter edge. The two -component foam (part B is RT5041-2.4, Batch No. 03-11977) is injected into a frame withthe n aluminum skins on,each side. N N Prior to testing, the specimen was placed in the conditioning room (maintained at 73.4 T 5° F and 'a . N relative humidity of 50 ±5%., and allowed to reach moisture equilibrium. W. U SUMMARY OF ASTM E84 RESULTS: Because of the possible variations in reproducibility., the results N are adjusted to the nearest figure divisible by 5. N N' N SAMPLE N IDENTIFICATION V N - `Freezer Panels , Set No. 1 Set No. 2 Set No. 3 Average FLAME'. SPREAD 22 20' 20 20 SMOKE DENSITY 353 420 409 400 In order to -obtain the Flame. Spread Classification, the above results,shoul,d be compared to the following tabie: NFPA CLASS UBC CLASS FLAME SPREAD A I 0 through 25 B II 26 through 75 C III 76 through 200 BUILDING CODES 'CITED: 1. National Fire Protection Association, ANSIJNFPA No. 101, "Life Safety Code", 1994 Edition. 2. Uniform Building Code, 1997 Edition, Chapter 8, Interior Finishes, Sections 801-807. N Member of the SGS Group (Societe Generale de Surveillance) SG S•SGSrSGS•SGS•SGS•SG S•S CS•SGS•SGS•SGS•SGS•SG S. SGS•SG S•S GS• SGS•SG S -S GS•SGS•SGS•S GS•SGS•S GS•S GS•S G S•SGS6SGS•S G S•SGSiSGS•SG S•S GS -SG S•SGS•SG S •SGS�SG S• S G S•S,GS• SG S•SGS•SGS•SGS SGS•SGS•SGS•SGS•SGS•SGS•SGS•S G S•S GSiSG S•SGS•SGS•SG S•SGS•SGS; SGS•SGS•SGS•SGS•SGS�SG S!SG S•SGS•SGS•SG S•S GS%SG S-SGS•SG S•SGS•SGS,•.N N NUS -D -OPS -0403-T B B N N N SGS U.S. Testing Company Inc. Report NO.: 1511.94 N T Date: May,2j 2001En N. CLIENT; REFRIGERATOR MANUFACTURERS, INC. Page: 3 of 9. N y N { N 0 N N y t U4 ItSI DAIA bHtt1: N N V, N CLIENT: Refrigerator Manufacturers. Inc. DATE: 1/25/01 N N N SAMPLE: Freezer Panels, Set No. 1 y N C1 N THICKNESS.:_4'.nominal. N N N C7 fel N N N FLAME SPREAD': N N N U N N.. IGNITION':: 1 minute., 27 seconds N V1 y FLAME FRONT: 6 feet maximum t/1 N y TIME TO MAXIMUM: SPREAD: 6 minutes. 33 seconds N N N' pry` -TEST DURATION: 16 minutes CALCULATLON: 42:50 X 0.5"15 = 21.89 SUMMARY: FLAME .SPREAD: 20 SMOKE DENSITY: 355 OBSERVATIONS: Sample surface ignition 'occurred at 1 minute, 27 seconds. A ma) lim'um flame *front: advance' of 6-fe'e.t was observed at 6minutes, 33 seconds. N N N N N N N Memberofthe SGS Group (Societe Unerale de surveillance) V'.SGS-SGS•SGS•SGS•SGSiSGSiSGS•SGS•SGS SGS•SGS•SGS•SGS�SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS6SGS•SGS•SGSSGS•SG§•§GS-SGSSGS•SGS•SGSiSGS•SGS•SGS•SGS•SGSiSGS• r 0 SGS•SGS•SGS•SGS•SGS•SGS�SGS•SGS-SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS-SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS §GS•SGS�tGS•SGS•SGS•SGS�SGS• m N l7 NN W US-D,-OPS-64wM-T V QNSGSOSGS U.S. Testing Company Inc. Report No.: N N V Date: May 2, 2001 y H CLIENT: REFRIGERATOR MANUFACTURERS, INC. Page: 4 of 9 y N N � N t7 h IP N N N � FLAME SPREAD AREA FREEZER PANELS, SET NO. 1 0 0 1 2 3 4 5 6 7 8 9 10 TIME (MINUTES) SAMPLE. — — RED OAK - - - - - - F.S.AREA SMOKE DENSITY FREEZER PANELS, SET NO. 1 1.00 .._..._ .. _ .. ............ 80 0 60 —`: e m'• 4.0 F J a 20 0 1 2 3 4 5 6 7 8: 9 10 TIME (MINUTES) SAMPLE — — RED OAK L N 1Nember of the,SGS Group (Soci&6 Generale de Surveillance) SGS•SGS•SGS•SGS•SGS•SG S•S GS•SGS•SGS•SG S •SGS•SG S•SGS•SGS•SGSiSGS•S GS�S GS•SGS•SGS•SGS?SGS•SGS•SGS•SGS•SGS•SGS!SG S�SGS•SGS•SG S•SGS•SG S•SG S•SGS•SG S--SGS- SGS�S GS• SGSeSGSiSGS-'SG S•SGS•SGS•SGS?SGS•SGSiSG S•SG S•SGS-SG S•SGS•SGS•SGS•S GS•SGS•S GS•SGS•SGS•SGS•S GSSG S•SG§i§GS•SGS�SGS•SG S•.SGS•SG SiSGS•SG S -SG SiSGS- L7 T US,-O-oPS-04-03; T IIIIIIINIIIII Nm r N®� SGS U.S. Testing Company Inc, Report No.: 151194 CLIENT: REFRIGERATOR MANUFACTURERS, INC. .Date; May 2, 20.01Page: 5 of.9 E 84 TEST DATA SHEET: CLIENT: Refrigerator Manufacturers. Inc. DATE: 1/25101 SANIPLE: Freezer Panels, Set No_2 THICKNESS` -.A:" .nominal FLAME SPREAD: y U) I;GNITIONin .: 1 mute, 37 seconds N T FLAME FRONT: 5.5 feet maximum, N (� N N U N y TIME TO MAXIMUM SPREAD: 6 minutes, 1 second N N (� IA N L TEST .DURATION: `1.0 miniltes CALCULATION: 38:25 X 0.515 = 19.70 y N t7 N :n N SUMMARY: FLAME SPREAD: 20 SMOKE DENSITY: 420 N N l7 N i U N N OBSERVATIONS: Sample surface ignition occurred at 1 minute, 37 seconds,. A maximum flame front .N N advance of 5.5 feet was. observed at 6 minutes, 1 second. • N of :� c7 N N •� ;y N IA (yi N i l7 In N N c7 N N � N t7 N N [� N (! N N � w i in N N (i th N v a +n u N N N N U' �} N 'U N t7 (� N V co � Member of the SGS Group (Societe Un8re1e de Surveillance) .SGS SGS- SGS -SGS -SGS -SG S+SGSaS G o.SGS•SG S - SGS -SG S•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•.SG S•SGS-SG S•SGS•S G S•S GS•.SGS•SGS•SGS•SGS- SGS•SGS+SG S -SG S•SGS;SGS•SGS• v- S GSiSGS- SGS -SG S-kS-k So SG SoSG.S;-SdS-SGS -SGSiSG S -SGS -SGS -SGS- SGS -SGS -SGS -SG SeSGS-SG S -SGS- SGS- SG S -SG S -S GS-SdS-SG S -S GS -S GS -SG S -SGS -SG STSG S -SG S.:SGS-SG S- 0 10 SAMPLE RED OAK ...... F.S.AREA C7 N N C7 In In SMOKE DENSITY :0 FREEZER PANELS, SET NO. 2 Ln 12 T ... 0 100 . .. ...1 In 11 41 80 w "'60 7 40 7� U 20 In In 0 0 1 2 3 4 5 6 7 8 R 10 In In TIME (MINUTES) CA (D SAMPLE — RED OAK U AO In In In In GI In In Member of the SGS Group (Soci6i0 G&n6rale de Surveilla'nce) SGS-SGS-SGS-S.GS-SGStS.GS-SGS-SGS-SGSiSGS-SGSiSGS-SCS-SGS;SGS-SGS-SGS-SGS-SGS-SOS-SGS-SGS-SGS�SGS-SGS-SGS�SC,'9-7SGSiSGS-SGS-SGS-SGSiSGS-SGS-SGS-SGS.gGS-:',4 US -D -OPS -04-03-T Z, SGS U:S. Testing Company Inc. Report M.: 1,51194 V Dater May 2 2001 CLIENT: REFRIGERATOR MANUFACTURERS, INC. Page: 6 of 9 In In to In T FLAME SPREAD AREA T 0 In In In FREEZER PANELS, SET NO. 2 T 2 0 - --------- . . ............... . . .. . . .......... ........... . .................... . 15 w 10 LU In L L UN 5 .4 . . .. . . . . . . . ... . . 0 ...... 0 1 2 3 4 5 6 7 8 W 4i TIME (MINUTES) V In SAMPLE RED OAK ...... F.S.AREA C7 N N C7 In In SMOKE DENSITY :0 FREEZER PANELS, SET NO. 2 Ln 12 T ... 0 100 . .. ...1 In 11 41 80 w "'60 7 40 7� U 20 In In 0 0 1 2 3 4 5 6 7 8 R 10 In In TIME (MINUTES) CA (D SAMPLE — RED OAK U AO In In In In GI In In Member of the SGS Group (Soci6i0 G&n6rale de Surveilla'nce) SGS-SGS-SGS-S.GS-SGStS.GS-SGS-SGS-SGSiSGS-SGSiSGS-SCS-SGS;SGS-SGS-SGS-SGS-SGS-SOS-SGS-SGS-SGS�SGS-SGS-SGS�SC,'9-7SGSiSGS-SGS-SGS-SGSiSGS-SGS-SGS-SGS.gGS-:',4 SGS-SGS•SGS•SGS!SGS;SGS•SGSiS GSeSGS•SGS•SGS iSGS•SGS•SGS•SGS•SGS•SGS•SGS;SGS-SGS•SGS•SGS•SGS•SGS•S G S•S GS- SGS•SGS•SGS•SGS- . SG S• SGS•SG S•SGS•S6 S•SG S•SGS• N US=D70P$-04 03=TS r N u � N ti NT02W SGS U.S. Testing Company Inc. Report No.: 15 ,194 N Dater May 2, 2001 T CLIENT: REFRIGERATOR MANUFACTURERS, INC. Page: 7 of 9 y N � N V N E.84 TEST DATA SHEET: CLIENT: Refrigerator.Manufacturers, Inc. DATE: 1/25/01 SAMPLE: Freezer.Panea_ Set No. 3 THICKNESS: 4" nominal FLAME SPREAD: IGNITION: 1 -minute, 13 seconds N FLAME FRONT: 5.5 feet `maximum N TIME TO MAXIMUM:�SPREAD: B minutes,. 3,1 seconds " 'TEST DURATION:. 10 minutes CALCULATION: 39.20 X 0.515 = 20.19 oUMM:ARY: FLAME SPREAD: 20 SMOKE DENSITY: 410 OBSERVATIONS: Sample surface ignition occurred .at 1 minute, 13 seconds. A maximum flame .front advance of 6 feet. was observedat 6 minutes.; 33 seconds. N' y N M N J Z� Vl i i :n N 4: En U VI u u c� • t� N. . v u m Member of the SGS Group (Societe G6n6rale de Surveillance) e SGS-SGS•SGS-SGS•SGS•SGS•SGS•SGS!$GSlSGS!SGS•SGS•5GS•SGS•SGS•SGS•SGS•SGS-SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS+SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS- SGS- SGS- SGS•SGS•SGS.SGSoSGS•SGSiSGS-SGSvSG S-SGS•SGS6S GS•SGS-SGS•Sw-SG S -SG S•SGS•SGS•SGS•SGS•SGS-SO S%SG SaSGS•SGS•SGS•SGS•SGS•SGS•SG S -SGS -SGS -SGS -SG S- N v, (� L7 N N US -D -OPS. -04-03-T � N )sGs SGS U.S. Testing Company Inc. Report No.: 151194 N N tn Date: May 2, 2001 y CLIENT: REFRIGERATOR MANUFACTURERS, INC. Page: 8 of .9 N In U (A N i _ V N fn N V' '^ N N Ln N N FLAME SPREAD AREA (7 FREEZER PANELS, SET NO. 3 N N 20 f . _._`._.._..._..:...:..= u y 15...,. w 10 w / v Uj LL. / N M U V 5 N N / . N ^ u N. 0 1 2 3 4 5 6 7 8 9 10 N. u. N. N' TIME (MINUTES) N. y l7 UI Ln y SAMPLE — — RED OAK ... • .. F.S.AREA N N � �I m .C7 i �n � N N N N m N, u SMOKE DENSITY u N FREEZER PANELS, SET NO. 3 N N 100 N 80 N o � C1 N. 8 60 0 U: N N V N � < 40 m m U N u N u _ X20 � t.'...1............ !........._ .... N 0 1 2 3 4 5 6 7 8 9. 10 u N N TIME (MINUTES) N N fn SAMPLE — RED OAK N S/l C1' a . Member of the SGS Group (Societe Generele.de Surveillance,) S.GS•SGSiSGS�SGSiSG S•SGS•SGS�SGS•SGS•SGS-SGSeSG S•S GS•SGS•SGS• SGS•S GS-SGSiSGS•SGS•SGS•SGS• SG SiS GSiS G S•SGSeSGS•S GS•S GS•S GSSG SiSGSfSGS•SGS!SG S iSGSTSG S• SGS•SGS•SGS!SGS•SGS•SG Sl -,SGS- S GS- SGS. SGS•SGS•SG S•SGS• SGS -SGS- SGS -SG S•S GSe SGS•SG S•SGS•SGS•SGS•S0S•SGS•SGS•SGS•SGS•SGS•SGS•S6S•SGS-SGS•SGS•SG S•SGS•SG S• Wm V) � Us-D-OPS-04x03=T �; NS IWO SGS U.S.. Testing Company Inc. Report No.- 151194 N � Date: May 2, 2001 'REFRIGERA.TOR" N N N CLIENT. MANUFACTURERS, INC. Page: 9 of 9 N •J, N N N CONLUS'ION: The following averaged results were calculated using the technique for averaging multiple test data described in the .Uniform Building Code 1996 Accumulative Supplement to U..B'.0 Standard 87 N � 1, Section 8.1'07- Interpretation of Results. N N M y .Flame -Spread Index Smoke -Developed Index N N (FSI). (SDI). N- W 'RMI Freezer—Panels 4" 20y 400 (, N N N y N (� N N The submitted freezer panels are being recommended for inclusion in the SGS U.S.. Testing. Company, Ul N y (7 Inc.. listing and-, labeling program.. N y U N y l l7 T 4 N G N �,- � iF ihiF iF 'lE •IF iF iF. iF V N End of Report N � , N N y N N N h � N N � N � N t9. - N N � rn N. U N N N Ln � y . T N N VI U: (7 � N i N N a (; N N N (1 N a (� y N N n .:n N (n N ,N N (7 N' y � � N v, N tll. c� C7 ' N Member of the SGS Group (Sooigte Unerale de surveillance) V) SGS•SGS� SGS•SGSr.SG S•SGS� S GS•SGS'•S GS•SGS•SGS•SGS•SGS:•S GSSG S• SGS•SGS•SGS•S G S•SGS• SGS•SGS•SGS•SGS•SGS•SG S! SGS•SGS•SGS•S GSISG S•SGS•SG S•SG S•SGS iSGS•SG S• J"Z A J"Z EXT/INT J BOX(S) cu x 0 0 � v c) ¢ 03 + 0 EXISTING - 6x6 POST 6'-8' OA BOX 04 05 26G STUCCO GALVANIZED STEEL - uj ACCESS 18 KEG CLR z COVER ci 26G►STUCCO GALVANIZED. STEEL Q � O1 w 2'-4' 2'-0' 2'-4' CU EMIL VISQUEEN SHEET WITH JOINTS LAPPED FLOOR 'INSULATION 4' URETHANE, - CLASS 1 - WEARING FLOOR 14GA, GALV STEEL REINFORCED FLOOR d 6' HIGH STUCCO GALV. STEEL COVE-MbULDING EXT/INT J w ® REACH -IN COOLER DOOR (24' WIC x 60' HIC) J BOX( S) U j = = FRAME MTD. 26G STUCCO GALVANIZED STEEL < A J BOX DOOR PULL KASON TUBULAR STAINLESS STEEL HANDLE LOCKING BAR.' STAINLESS STEEL LOCKING BAR / PADLOCK READY LIGHT Z �� BOTTOM HINGE SWITCH `O `O LOCKING. N BAR 0 of WIT H PILOT 'LIGHT . . 6'-8' OA BOX 04 05 26G STUCCO GALVANIZED STEEL - AC r-"- _ _ , co � i ® "' i 18 KEG CLR 26G STUCCO GALVANIZED- STEEL STATE of oRocoN 46 26G►STUCCO GALVANIZED. STEEL 02 07 O1 2'-4' 2'-0' 2'-4' FLOOR PLAN OVERHANG TRIM @ 2.PLCS. xax A3 Al 4' URETHANE WALL PANEL MTD. EXTERIOR REFRI . T DUROLAST ROOF MEMBRANE 0 �I FINISH J `-COVE FLOOR BASE ELEVATION d EXTERIOR METAL COVE BASE SUBFLOOR MEMBRANE } ITEMS FURNISHED BY RMI Ar,D INSTALLED BY JOBSITE ELECTRICIAN Al SURFACE MOUNTED'EXT€9X A2 SURFACE INT. J BOX 4 ]Kxx A3 1/2' GALV. NIPPLE < If:;: ! CD AT FACTORY) 't 4' UR(THANE ROOF PANEL Q';iLER l 1' (f� F s INTERI 'r METAL COVE BASE �14 GES GALV, STEEL REINIVORCED FLOOR L 4' URET!iANE FLOOR PANELS 1- - SECTION (@ WALL) ,I u 2 0 zo WALK-IN MATERIAL LIST PANEL.: MATERIAL LIST INTERIOR -ALL FACING 26G STUCCO GALVANIZED STEEL - MY of Los ANcaFs REPCRT- INTERIOR CEILING FACING 26G STUCCO GALVANIZED- STEEL STATE of oRocoN EXTERIOR PANEL, FACING 26G►STUCCO GALVANIZED. STEEL /1J7PFC INSULATION 4' URETHANE, CLASS .1 - UL LISTED COOLER: NSF FLOOR PANELS GEM MECHANICAL SUBFLOOR MEMBRANE EMIL VISQUEEN SHEET WITH JOINTS LAPPED FLOOR 'INSULATION 4' URETHANE, - CLASS 1 - WEARING FLOOR 14GA, GALV STEEL REINFORCED FLOOR INTERIOR BASE 6' HIGH STUCCO GALV. STEEL COVE-MbULDING EXTERIOR BASE (EXPOSED) 6' HIGH STUCCO GALV. STEEL COVE MOULDING ® REACH -IN COOLER DOOR (24' WIC x 60' HIC) INTERIOR FACING 26G STUCCO GALVANIZED STEEL EXTERIOR FACING 26G STUCCO GALVANIZED STEEL INSULATION 4' URETHANE, CLASS 1 - UL LISTED DOOR PULL KASON TUBULAR STAINLESS STEEL HANDLE LOCKING BAR.' STAINLESS STEEL LOCKING BAR / PADLOCK READY TOP HINGE (1) KASON , #1245 CAM. -LIFT BOTTOM HINGE (1) KAS(]N #1248, CAM -LIFT SPRING LOADED CLOSER DICTATOR '#V1600 `SNUGGER- L11iHT SVIITCH `XTERIOR WEATHERPROOF SINGLE POLE "�'di CLi of WIT H PILOT 'LIGHT . . LIGHT FIXTURE KASON #1806 VAPOR -PROOF COMPACT FLUORESCENT 01 FIXTURE W/GU-24 BASE 120V (26W LAMP BY OTHERS) DIAL THERMOMETER 2-1/2' DIA. VAPOR ACTUATED FLUSH ' MOUNTED UNIT 01 STRIP CURTAIN KASON CLEAR VINYL STRIPS W/ ALUM, MTG. PAR 01 TRIM STUCCO CALVANIZED STEEL ANGLE 02 1 LOT CONVENIENT J BOX SURFACE MOUNTET' !-BOX (SHIPPED LOOSE) 02 MECHANICAL REFRIGERATION ! }Model STX075MR4002 S Q725 , -996F GBN- REFRIGERATION SYSTEM, REFRIGERANT: R -404A. r POWER: 208-230/1/60 (6.0 MCA) WEIGHT: 236 lbs Li GENE, L NOTES: I. AfiRNG OF FIXTURES AND POWER CONNECTIONS BY JOBSITE ELECTRICIAN. 2. SILICONE, CAULKING AND PANEL SECTION FASTENER HEX KEY FURNISHED LOOSE. �.� REFRIGERATOR MANUFACTURERS, INC. 17018 EDWARDS ROAD CERRITOS, CA 9070.3- T-(562) 926-2006 F-(562) 926-2007 USTC® N FRESEARCH MY of Los ANcaFs REPCRT- APPROVAL NO. LA 11 "1-110 Jt STATE of oRocoN CLASS 1 • MSULATED PANG /1J7PFC CUSTGC� GEM MECHANICAL PRMTi OUTDOOR KEG COOLER UArATIDN PALM DESERT, CA DY6 Na APPRM BY, DATE- Y4f11253 g4-11 sc"AS NOTED 'r 1 OF 1 10-Q10-11-11 x''810-12-11 w'Al.0-17-11