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CC-14-506 (2) aA FBY:,/,;7=CIE J ; �'� Miami Shores Village MA � 1`�' �� R 17 2014 1 � L� Building Department \\� 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795.2204 Fax:(305)756.8972 L4 I 1 I y s kLA*k INSPECTION'S PHONE NUMBER:(305)762.4949 /D-P) I �� FBC 20 BUILDING Permit No. PERMIT APPLICATION Master Permit No.L, I Y" 2 6 Permit Type: BUILDING ROOFING J OB ADDRESS: - Ir-43 rV -�kc� 4e- City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder): 'Dy5 b L Phone#: Address: --b0 VV E -I S G-J, City: `""`; 514'oycs State: �— Zip: Tenant/Lessee Name: ?C44-11 F" - N 1,ti r' Phone#: Email: CONTRACTOR:Company Name: ��-�Rr�� �u� �h5 Phone#: 3-0S--b"4-1-D4 Address: `1�O® (V,,-J 163 S+ City: n'l"4 M; State: PU `r , Qualifier Name: reIt McS-t Tr- Phone#: State Certification or Registration#: ��' S-7 3� Certificate of Competency#: Lj ` AtN A6 Contact Phone#: Email Address: DESIGNER:Architect/Engineer: Phone#: 04F;0o,e r Value of Work for this Permit:$ Square/Linear Footage of Work: , a' C, Type of Work: ❑Addition dAlteration ONew ORepair/Replace /r ODemolition Description of Work: ' Loc.®t hon s TO Color thru tile: 1 Submittal Fees Permit Fee$ - CCF$ CO/CC$ * Scanning Fee$��a. Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ CO Double Fee$ Structural Review$ _ TOTAL FEE NOW DUE$-t)/ l Bonding Company's Name(if applicable) Bonding Company's Address City State zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. 1[F YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COM IENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. 4-4wSignature Signature - Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledgtd before me thisday of J ,2013 by1 Ie.i 25,9 cI C&i 5 day of SS r 20 S ,by 2 %1L r-viSo 50, who isrsonally known to m r who has produced who i personally known o or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARYPUB NOTARY PUBLIC: Sign• a� Si Print: =State of Flom •e S y Ptd - tate of Flwlda My Co s es: Canmise�n N EE 77888 M c' p, >3 ft-EXW"JW 17,2018 hq;.•` Commhftn#EE 77883 APPROVED BY C Plans Examiner r � Zoning ` 3 0 Q Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) KEN LAWSON,SECRETARY RICK SCOTT,GOVERNOR ru. S 'kTE©E fLORIDA r- DEPARTMENT OF Bt131RE6:S ARID PRpfESStONAL REGULATION CQi' S RU-C y IdDUSTRYt10ENSING-BOARD a CON. b. `t3 �tE iavlsl�s.�l�eFiapte�#89 FS.:. -14r ry 51 r n . n: SEQ# L1408110001367 ISSUED: 08/11/2014 DISPLAY AS REQUIRED BY LAW 008026 '� �"3b4'Y�/Y'�kY��,r�t�w^A�",u�„4'1" ��r rmun`�t X 1 ., r.,F Pl l.� 4 q•: ,• �4 .. a1 # e�:2.�. K+ CM{� i +'�'�✓•+ � 9�� �zy�b7� fav� �'..m r M �.]� .� R ' yam, � ��" _ 3 s rc T'4 tAr , � µid OWN SEC-G, BUS�{1tE x A UILDING INC rs X98 GE BUII,f�ING PAYM®J4ECE fr y, 1'4 F GC151!> t �y Tax CTS 500 *28/204 � � " 1ECK2 -A"3663.b {.-. IeceiPt u tuna Pa eot of tBa�6oai Busiaea Tex.The is not e I �a c`f eardfl the ho lificab�to do business.Hol eey 9 'r v -_ ry IaY� iegnirmc�ts which apply to the �� � : , r` RECEIPT Ii�wabove maw / - .0311712014 Mon 09.58 Liliana Avila 305 22O 029 ID:#49767 Page 1 of 1 DATE(IMMOINTM CERTIFICATE OF LIABILITY INSURANCE b3l1T114 THIS CIERTIFICATE IS ISSUED AS A MATTER OF W-ORMATi=ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTfICAT'E DOES HOT AFFIRMATIVELY OR NEGATIVELY AMEND.EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POUCIES RELOW.TIES CIERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT 60MIM THE ISSUING INSURERS),AUTHORIZED REPRESENTATIVE OR PRODUCED AND THE CERTIFICATE HOLDER. IMPORTANIr. R the a Mader is sn ADGMCROL MwRBD,tha poitey(leal Must Ae endwsad. If 5UBRDOA"n0N I5 WAIVED,ftgent to Ve terms and eandnlons of the poRM certain poildes NW Mqulre an endat3MV Asmternard ori tNs ceRmcata does trot corder tights to the Catti k to Ixfter In lieu of suce en4orsamertt(ts} PRODUOM CONT m2nual Gortralex CIG All Natlon 306)220-0900 22�a= 852n S.W.4001 SL Nam r1pudomalkwhomnsulwaff-corn Miami,FL 33155 NMM WFORM0 COVEPA69 Mwq Phone CJM 210-M Fax CM 220-3029 INSURER&; APPS INSURED I a AQUARIUS BUILDING INC INSURMC., 7700 NW 163 ST INSURFxo; Miami Lake,FL 3016 (SM)924-1324 INSURER E; IN9VREli F COVERAGES CF-RTIFlDATE NUMIRER: REVISION NUMBER THIS IS TO CERTIFY THAT THE POUCIE9 OF INSURANCE a ffM BELOW HAVE BEEN ISSUEDTP THE INSURED NMI=ABOVE FORT141 PDUV PERIOD INDICATED. 1107W T iSTANDING ANY'REQIAREMMT.TERM OR CONDITION OF ANY CONTPACf OR OTtiM DOCUMENT WrrH RESPECT TO WHICH THS COMFICATE MAY le mJEO OR MAY PERTAIN,THE INSURANCE AFFaRDED 8Y THE POLICES DESCRIBED HEWN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND OMMnONS OF SUCH POLICES,LIMTS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LIM7R TYPE CF IN6uRANRE POLICY EFF MOLICY EXP uMrr8 GENERAL LU WTV EACH 0_=RRENM S 1.004000.00 ® COMMERCIALOUGRALUASUN r-m 012MOMS 10,OOD,000.00 A ❑ ❑CLAi11BWOE V O=R PGLOO8271-14 0210 M14 0W1091 IS MEDJ6*ftons areas s 5,000.00 ❑ 7ERWNAI.&AD)1+IN XY $ 1,000,000.00 ❑ vMNMM AGGREMTE $ 2,000 0—mm- 013PLAQwwGATEuwrAPPLIESPQt: PRODi10I8-QOMFIOPAtn 12,00000 0D ®POLICY ❑ PRG' ❑ LOC 5 AUTOR MLE UABILM cbM o uMir $ ❑ ANY AM 80DLY I"RY(Perp==) S ❑ AOYMII ❑ � AUTW BODIly 9VJL1rtY(PeraddOnQ $ ❑ HUWAUrOS ❑ { � >m $ $ I ❑ UmaltlI.LA LUW ❑OCCUR EACH OCCURRENCE S ❑ MWM LiAB ❑GAIMS{,IAOE AGGREGATE $ wn 11 RvIENnoNs I $ WMMRSC0A1oHSYdION OFOPeRAnDN56efan � MFATU AND EMMAYMVUABILTY YIN ❑Q �PirelMO ARn40t 6= E u7NEL1GiA lC Merge" i � t=DW? MIA F-6=0M-FAEMtwvµa outdm S$ ELrxbr-A6a-P041G umrr S DESCRIPTMOFGPBRATIONBrLOCATKnMIVMIGLES W,At=Iq KenmrnsSeed^i1mmespneeleroquUmi GENERAL CONTRACTOR CGC 151s'' s CERTIFICATE HOLDER CANCELLATION SHOULDANY OF THE ABOVE DESCRIBED POLICIES BE MICEILLEU BEFORE MIAMI SHORES VILLAGE THE EIPM-ROM DATE TKERERF,NOTICE WILL BB i> AWIl a IN 'IMM NW 2ND AVE ACCORDANCZ 1100 THU POLICY PROVEION'8. MIAMI SHORE FL 33138 AMORM P"REKIWTATiY6 01988-2010 ACORD CORPORATION.All rights resolved. ACORD 25(201010s)QF The ACORD name and bp are regi taW merles of AGORD R JEFFATWATER CHIEF FINANCIAL ODER ATATE OF FLORIDA DEPARTMEU;r OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION "CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW*• CONSTRUCTION INDUSTRY EXEMPTION This ceMes that the Individual listed below has elected to be exempt from Florida Workers Compensation law. EFFECTIVE DATE: 7/16/2014 EXPIRATION DATE: 7/15/2016 PERSON: MESA FELIX FEIN: 262256511 JR BUSINESS NAME AND ADDRESS: AQUARIUS BUILDING INC ` 7700 NW 163 ST MIAMI 33016 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL CONTRACTOR ' Pwwant Trot UD 440.05(ane F.S.,an orft dv#w of a caporayon who W� n hom tlds chapter by f�big a a tl8cats of election under this seen may of the hums s or tree election to R tRnuantDD lawkw DR12�F.S.,cwfficates of aledm to be exengit..apply w w(tldn the scope election to be exp eheU be r��yp after��of 9 to tP notice�O the Issuance Of the ,to ft Person nwned on the notice or cmM�n0 Mommft of ft motion for issuance of a ww"le.The person named an the m meet the raw1rementa of this sectiw, dePeKment ehap►evalce a certin,x to at airy time for fafiure of the DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 07-12 QUESTIONS?(850)413-1808 a + r n Eggs q,,,>R1 Miami shores Village Building Department �OR1DA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305)756.8972 Notice to Owner - Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 i allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers'Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation,or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption.In these circumstances,Miami Shores Village does not require verification of workers'compensation insurance coverage from the contractor's company. Therefore,you may be personally liable for the worker compensation iniuries of M person allowed to work under this permit Please check with your insurance carrier since most property insurance policies DO NOT cover this type of liability. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Owner Contractor CIL L —®' Print Name: P-,(,/, ______ pppppp������__ Print Name: le Signature: ( (r � Signature: State of Florida) State of Florida) County of Miami-Dade) County of Miami-Dade) �, Sworn o and subscribed before me this 6 Sworn to and subscribed before me this 6 day of day of 'E P 0 l O�pRV P 6494ef GA RCIA c:• Y S, 7fir By - * '- Notary Pu $y ISRAEL GARCIA My Comm.Expires Jul 17, a or a OF �� 2015 N,,x oQ My Comm.Expires Jul 17,2015 (SE '���.IW Commission#EE 7 (SEAL) Type of Iden' ca o Type of­I&iQAiAaFQ&i0d r f IL / s IMOMI IMMM i 14M"-1 10�1 10�t itNotice of Preventative Treatments for Termites required by .. �> 16502 NW 89 ct hfiami1 rj305 558-2332- �� Address of Treatment or . : . ., I / V Date Time Applicator17 a�.. Product Used Cherrilcal used(active Ingredient) Number of gallons applied 6 Percent J05 Concentration Area Wasted(square feet) Unear fee : treatmentStage of . . . Vertical, retreat As oll chemical ; :: , ' ._ completed prior � building it V this rolice Is for the final exterior treatment, ... te this lineE REM 1w*Mj Im"I 1w&-Vcol MM r NELCO TESTING AND ENGINEERING SERVICES FIELD DENSITY TEST REPORT Client: Primal Fit Date: November 06, 2014 9537 NE 2 Ave Job: D- 141139 Miami Shores, Florida 33138 Project Name: Commercial Project Location:" 9531 NE 2 Avenue, Miami Shores, FL PROCTOR DATA Proctor Max. Dry Optimum Soil Description No. Density (Ocf) Moisture (%} 106080 Beige Sand W/Coral Rock Traces 109.8 9.3 Re uired Compaction (%) 95 % Test Depth Penetration inches): 8" FIELD DENSITY TEST RESULTS TestProc. , ' ` n Test Locrc►n Lift Dry o ° result ' No. No. No. ' Density Moist. Comp. 1 106080 10' West of Window—Building Slab Final 104.7 8.4 95.4 Pass 2 106080 30' West of Window—Building Slab Final 104.5 7.9 95.2 Pass 3 106080 10'Northwest of Corner Building—Building Slab Final 105.1 8.7 95.7 Pass 4 106080 20' Southwest of Corner Building—Building Slab Final 104.4 7.8 95.1 Pass Comments: Vinayagar M. Han Professional Engineer No.63107 State of Florida 13370 S.W.131 Street,Suite 105,Miami,FL. 33186 (305)259-9779 cc ��;Oj FIRE PENETRATION AFFIDAVIT TO: CITY OF MIAMI �hvre S PERMIT NO.: (C- 3-,q- 37v 9S-0) IV f- a Ave- Address of Job Site I, Fe-l'X Mes �� ,the qualifying agent for C.C.#: C &L IS-1Y-73j- hereby S-Ir-73s'hereby certify that all penetrations through walls, ceilings, floors and other barriers, resulting from the passage of pipes,conduits, bus ducts,cables,wires, air ducts, pneumatic ducts,and penetrations from similar building service equipment installed in connection with the above permit has been protected by approved fire rated materials or assemblies meeting the acceptance criteria of AMERICAN SOCIETY FOR TESTING MATERIALS E514 or other approved testing standard,and have been installed by qualified persons in accordance with the manufacturer's specifications and in compliance with the Florida Building Code. PRINT NAME AND TITLE SIGNATURE DATE Q Witness: Ohl h l PRINT NAME SIGNATURE &-I Llq„ L)�� �. PRINT NAME SIGNATURE ACKNOWLEDGMENT Sworn to ?&ri ej b fore me on the 3 day of S',c ID 201 . =,moo* ���� ISRAEL GARCIA * . ? Notary Public-State of Florida My Comm.Expires Jul 17,2015 Notary Public Commission#EE 77863 Mate of Florida My Com 1 si x TO BE GIVEN TO THE BUILDING INSPECTOR AT THE TIME OF THE FRAMING INSPECTION F.B.C. Rev. 08/19/04 IV FIF41,1-.'�"' - li'Z�� Is• .>. ,, ,'-+� Na �L� a, '�,: NC, --"0-OPT -X4 -:t-�l R-4 T/ xi��411X' to -.4 -1--J�O�Zll' W�' -f CPO-f'21�' MAI KES "'T' �'�k3g oL 0:4, '.Qgi WP "�'R'Mot,% E4. :J11 11111k, C: Lei I I • ja-lU Le-if L*1114 J IWAM t Miami Shores Village Building Department 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 Website:www.miamishoresvillaxe.com TEMPORARY CERTIFICATE OF OCCUPANCY APPLICATION (T.C.0) Please be advised that the TCO expiration date is based on conditions from Miami-Dade County Fire Dept. Date: -1 A AS Folio#:11- �� (0(so I3�g av Master Building Permit#: (_C-3-10-5-04 Square Footage of Space: Miami-Dade Municipal Process#: 1�cvA4(P-Ia Miami-Dade Municipal Permit#: ;o oa-s _5­6� Contracting Company: ����+'%✓� v% -n� fit, Owner/Tenant: ��°^� l F;4 n eu Lot: Block: Subdivision: Street Address: !V A v,. Signature of applicant verifies the above information is true and correct.The Temporary Certificate of Occupancy is issued to the above named for building at the above location only upon the express provisions that the applicant will be able by and comply with all conditions of the Zoning ordinances and all ordinances of Miami Shores Village and/or Florida Building Code pertaining to erection,construction or remodeling of buildings or structures. This also certifies that the electrical wiring and or equipment,and the plumbing work has been inspected and approved. �>✓I��, Mme`' `�� Print Name of Applicant or Qualifier Signature of Applicant or Qualifier FOR OFFICE USE ONLY TCO Number: Fee: Expiration Date: Technology Fee: Approved Use for Occupancy: Total: Remarks: Building Official/Designee: Inspections: Zoning Yes/No Plumbing YesMo Building Yes No Fire Sprinkler Yes/No Electrical Yes/No Fire CYe�s)/Klo Mechanical Yes/No I Miami Shores Village - Building Department JUL 0 9 2015 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 UNIFORM MUNICIPAL TCO/TCC INSPECTION REPORTING FORM Master Permit No. Miami-Dade County from Municipality: -c"3-14-Tot Municipal Permit No. (MELD): aqg o4y be Job Address: cfS01 A/F— a F}ve- Unit: Project Name: Qualifier's Name: Fel: Mess Qualifier's Phone: 3os=8dy-iia a Email: Owner's Name:_�rifn`1I PJ Owner's Phone: Xor—"Ti-6601 Email: This Uniform Municipal TCO/TCC Inspection Reporting Form is used to gather trade approvals for Temporary Certificate of Occupancy(TCO) or Completion (TCC). Once validated by the Municipal Building Department personnel,the form must be present at the job site for the field inspectors. When all approvals have been btained, take the signed form back to the Municipal Building Department for TCO/TCC issuance. Form Validated by / �J ��/�,�, Date: Bldg Dept Personnel: Print Name Signature 0 All "Required"TCO/TCC inspections indicated below must be signed "Approved" before certificate issuance. Req d. Trade Inspector's Approval Date Comments Name Signature Building ❑ E trical ❑ _,Mechanical (`Plumbing- ❑ Public Works ❑ Zoning ❑ Other Important Note: The TCO/TCC is not valid and building and/or space may not be occupied unless signed by the Building Official. Occupying the building and/or space without obtaining a TCO/TCC issued by the Municipal Building Department is prohibited and is in violation of the Florida Building Code Section 110.3. OBuildi fficial's Approval: Date: 15L TCO/J Cl/� ❑ Extension TCC/TCO Duration: Conditions of TCO/TCC: • If Master Permit expires,the TCO/TCC will automatically be revoked and the space must be vacated. • A TCO/TCC may be revoked if any action by the contractor, owner or tenant creates any code violation affecting the proper occupancy of the area. • Any TCO/TCC that expires without renewal or has been revoked can result in a notice of violation, civil violation and/or disconnection of utility services. • Other conditions: 04/09D I.OSFBOA 1 JUL 0 0 2015 AQUARIUS BUILDING, INC . 7700 NW 163RD STREET MIAMI FLORIDA 33016 PHONE: 305-824-124 FAX: 305-824-1326 AQUARIUSBLGANDCON@YAHOO.COM July 2, 2015 Building Department 10050 NE 2nd Avenue Miami Shores, Fl. 33138 Attention: Ismael Naranjo Dear Mr. Naranjo: We are requesting a TCO for the project of Primal Fit Miami Permit Number MC-9- 14-2136 located at 9531 NE 2nd Avenue, Miami,Shores,Florida 33138. We started this project January 2014 and have had many setbacks including Matt's financing and also numerous sub-contractor issues. Because of these setbacks Matt and Primal Fit Miami has been forced to require not one but two extensions with their existing SBA loan. The lost time Primal Fit Miami has accrued has forced them into paying two rents, one in their existing location and one in the location where construction has been under way. We have been rushing to finish this project for obvious reasons but primarily because of an existing SBA deadline (missed one in Oct.and another July 1St) and also because of Matt's current location has been leased and he needed to vacate the unit as of June 29 2015. To this date we have passed final Electrical and final Mechanical with a pending Plumbing and Fire which is scheduled for today July,2nd 2015. We had hoped passing all finals by Friday,July 3rd and being open to service his members on Monday July, 6th;however,given the impending holiday weekend and the fact that were are down to the wire with our pending inspections,we would like to request a TCO for 15-30 days so that Matt can serve his members come Monday,July 6th,in the event we run into any issues with the plumbing inspection. We do feel confident that we will pass fire inspection given that we were able to remedy fire's main concern and requests last week We hereby hold harmless and release Miami Shores Village Building Department and Miami-Dade Fire Department from any liability that may arise during the use of the designated areas in the aforementioned facility while under the limitation of the Temporary Certificate of Occupancy. We hereby certify that all means of egress shall be kept clear and accessible and that all life safety systems will be maintained and operable at all times while the building is occupied. Please contact Matt Pack at 305-951-6648 for any further questions. Sincerely, Felix Mesa Jr. Aquarius Building, Inc. Matt Pack Primal Fit Miami ' _nd MIAMI-DADE COUNTY FIRE RESCUEt~ FIRE PREVENTION DIVISION JUL 0 9 2015 TEMPORARY CERTIFICATE OF OCCUPANCY(T.C.0) STATUS FORM • • • Municipal Permit#: Miami-Dade Process# Miami-Dade Permit#: 2014028506 Business Name: Primal Fit Contact Name: Ana Garcia Phone# 786-367-3425 Address: 9531 NE 2 Avenue COY: State: Zip Code: REASON TCO pending DD test, completion customer service counter. Length: ;L],30 Days Ell 60 Days F0 90 Days Other(# of days) Required: C71 Yes 11' No RESTRICTIONS/COMMENTS (If Applicable) F_ SUBSIDIARY PERMITS (Fre Alarm,Sprinkler,etc.) Final fire NOTE: Submit this completed TCO Status form with a TCO Hardship letter(not applicable for municipalities), Fire Inspection Report,and a TCO Application from Miami-Dade County Building or Municipality Building Department to The Fire Prevention New Construction Bureau OIC or designee for approval. M.McCook 7-2-15 Inspector's Signature DATE wC0 OIC's Signatu DATE MIAMhDAM Rev 7/13 Crook pw-tco MIAMI-DADE FIRE RESCUE DEPARTMENT DATE-?T r- `� 'JL F E INSP I N REPORT CONTINUATION .00 UPANT ADDRESS --.... ._ 2 r _ /- A ly o i JJ) F , / 2 V2 `A Page of l INSPECTOR-J 12501-105 3/08 INSPECTION RECORD j. ----- POST ON SITE Permit NO. CC-3-14-566 SNOREs D Q Miami Shores Village Permit Type.Commercial CflnStCUCt1On 10050 N.E.2nd Avenue .... uw� Miami Shores,FL 33138-0000 Work Classification.-Alteration �1 Lv�= off Phone. (305)795-2204 Fax: (305)756-8972 xLa S1 E Issue Date: 9/30/2014 ....._ Expires: 031291201 INSPECTION REQUESTS: (305)762-4949 or Log on at https://bidg.miamishoresviIlage.com/cap REQUESTS ARE ACCEPTED DURING 8:30AM-3:30PM FOR THE FOLLOWING BUSINESS DAY. Requests must be received by 3 pm for following day inspections. Commercial Construction Parcel#A 132060133920 Owner's Name: Owner's Phone: (305)756-3711 Job Address: 9501 NE 2 Avenue Total Square Feet: 4629 Miami Shores, FL 33138- Bond Number: Total Job Valuation: $ 165,000.00 WORK IS ALLOWED MONDAY THROUGH SATURDAY, 7:30AM-6:OOPM. NO WORK IS ALLOWED ON SUNDAY Contractor(s) Phone Primary Contractor OR HOLIDAYS. AQUARIUS BUILDING INC (305)824-1324 Yes BUILDING INSPECTIONS ARE DONE MONDAY THROUGH THURSDAY. ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. NO BUILDING INSPECTIONS DONE ON FRIDAY. 3f. UL all AT T1 i i , NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT IS THE PERMIT APPLICANT'S RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYINGTWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. INSPECTION RECORD STRUCTURAL INSPECTION DATE INSP INSPECTION DATE I INSP INSPECTION DATE 1• Foundation Zoning Final Stemwall ZONING COMMENTS Rough Slab _ Water Service Columns 1st Lift 2nd Rough Columns 2nd Lift Top Out Tie Beam Fire Sprinklers Truss/Rafters Septic Tank Roof Sheathing Sewer Hook-up Bucks Roof Drains Windows/Doors ELECTRICAL Gas Interior Framing INSPECTION BATE INSP LP Tank Insulation Temporary Pole Well Ceiling Grid 30 Day Temporary Lawn Sprinklers Drywall r Pool Bonding Main Drain- Firewall Pool Deck Bonding Pool Piping Wire Lath Pool Wet Niche Backflow Preventor Pool Steel Underground Interceptor Pool Deck Footer Ground Catch Basins Final Pool Slab Condensate Drains Final Fence Wall Rough HRS Final rScreen Enclosure Ceiling h-, Driveway Roug PLUMBING COMMENTS f'Avewa Base Telephone F16-ugh'h ,. i in Cap Telephone Final Roof in Progress TV Rough Mo in Progress TV Final Final Roof Cable Rough Shutters Attachment Cable Final ; Final Shutters Intercom Rough Rails and Guardrails Intercom Final MECHANICAL ADA corn liance Alarm Rough_ INSPECTION DATE INSP Alarm Final y >° - `Is Underground Pipe DOCUMENTS Fire Alarm Rough Soil BearingCert Fire Alarm Final Rou h Soil Treatment Cert Service Work With 4; Floor Elevation SurveyI' Ventilation Rough Reinf Unit Mas Cert ELECTRICAL COMMENTS Hood Rough Insulation Certificate Oew'4 � Pressure Test Spot Survey Final Hood Fina! Survei Final Ventilation Truss Certification Final Pool Heater STRUCTURAL COMMENTS lFinal Vacuum FIRE MECHANICAL COMMENTS INSPECTION DATE INSP Final Sprinkler Final Alarm -0 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores,Florida 3313840, Tel:(305)795-2204 Fax:(305)756-8972 OF Website:www.miamishoresviliaLe.com Zlot 0 TEMPORARY CERTIFICATE OF OCCUPANCY APPLICATION (T.C.0) Please be advised that the TCO expiration date is based on conditions from Miami-Dade County Fire Dept. Date: -1 A �j`S Folio#:11- 3� C2 GJ 13-�ri Master Building Permit#: G(.-.3-10--f04 Square Footage of Space: 4 6aq Miami-Dade Municipal Process#: m10la C,)014(Ol1) Miami-Dade Municipal Permit#: 576( Contracting Company: jlav`>r;us 3 v;'4-"Aj Owner/Tenant: 'P`"II I J='7nes�c Lot: Block: Subdivision: F� Street Address: '1 -:1 1 IVE -). Ave Signature of applicant verifies the above information is true and correct.The Temporary Certificate of Occupancy is issued to the above named for building at the above location only upon the express provisions that the applicant will be able by and comply with all conditions of the Zoning ordinances and all ordinances of Miami Shores Village and/or Florida Building Code pertaining to erection,construction or remodeling of buildings or structures. This also certifies that the electrical wiring and or equipment,and the plumbing work has been inspected and approved. reJ.}i M-1%5 'I'• ` Print Name of Applicant or Qualifier Signature of Applicant or Qualifier FOR OFFICE USE ONLY TCO Number: Fee: Expiration Date: Technology Fee: Approved Use for Occupancy: Total: Remarks: Building Official/Designee: Inspections: Zoning Yes/No Plumbing Yes o Building Yes No Fire Sprinkler Yes/No Electrical Yes/NoFire CYe /4 o Mechanical Yes/No 1109AS0'I a60/b0 :suoll!puo:)Ja430 • •sa:)InJas Al!!!ln jo uo!l3auuo:)slp Jo/pue uoileloln Iynl:) 'uo!leloln 10 aa!lou a ui llnsai ueo paJonal uaaq sey a0 lemouai ln04l!m sandxa leyl 001/001 Auy : • •eaje a4l10 A:)uedn0oo aadoid ayl gwloage uo!leloln apo Aue saleaja lueual jo jaumo 'aoloealuo:) ayl Aq uo!loe Aue 1! pallonaJ aq Aew 001/001 d • •paiejen aq lsnw coeds ayl pue pa4onaI aq A!In!lewolne II!m 001/001 ayl'sajldxa 1!wJad aalseW}I • 001/00110 suoll!puo0 :uo!lein(]001/001 uolsualx3 p 001/O01,Si ❑ :ale(] :Ienoiddy s,lelal}10 Su!plln8 O '£'Oii uo!1aaS apo0 SulplIng ep!jol j a4l10 uo!leloln u! s! pue pal!q!ywd sI luawlieda( Sulpl!ng led!a!unV1l a41 Aq panss!001/OOl a;�u!u!elgo lnoyl!rtn aaeds jo/pue;�u!pynq ayl Su!AdnaaO •Ie!a!}}0 Su!pl!ng a41 Aq pauS!s ssalun pa!dnoao aq lou Aew aaeds io/pue Su!pl!nq pue p!Ien lou s! 001/001 ayl :810N 1uepodwl Jay10 ❑ suluoz ❑ sl.iom 3!Ignd ❑ Sul gwnld lvluey ❑ ai!j le:)!jl:) 3 ❑ Su!pj!nq sluawwo a.inleuSiS aweN 0 ale(] lenoaddb s,aol0adsul aped •p,ball aauenss! alea! !lJaa a�o�aq „pano.iddd„ pau2!s aq lsnw molaq palea!pu!suo!laadsu! 001/OOl„pa.i!nbaa„ IIV TO ainieug!S aweN lu!ad :Iauuosiad Ida(SpIS rl Z ale( ��/� Aq Palep!IeA wJo3 Oa�uenssi OO1/OOlaoiluawlieda( gu!pling Ied!a!unVy ayl 01�Iaeq wjo1 pau;�!s ayl ailel 'pay slenoidde lie uagM •s.iolaadsui pla!1 ayl SOI al!s qof ayl le luasaid aq lsnw wJOJ ayl 'lauuosiad luawlieda( Su!pl!ng !edl:)!uniN ayl Aq palep!Ien aau0 •(001) uo!laldwo0 jo(001)Aauednaa0 10 alealllva0 Ajeaodwaijol slenoidde apeal,iayleS o1 pasn si waoj gulliodaa uo!laadsul 001/001led!a!unlN wjoj!un s!41 l!ew3 A r99-ISS sq'j :auoyd S Jauan0 t;M I Liii Ad :aweN s,JaumO :l!ew3 e7eF�_h�8 sod :auoyd s,aa!}yentj .4 :aweN s,Jaq!lenb :aweN 1:)afoad :l!un wo C 'x/11 lash :ssaapPb'qof )94,0 eq h Q� (algal) 'oN 1!waad led!a!unI/V cy oS_h I `i "- :A1!led!a!unVy woaj AlunoO ape(-!we!!N ON i!wJad ja1seW WHOA 9NIJLHOd3H NOin3dSNl JJl/OJl lbdl3INl1W WHOA INfI ZL68-9SL(SO£):xe3 bOZZ-S6L(S00:101 06 ®� 8£Z££ep!jo13 `sajoyg!we!I/y 'anuany puZ'3'N MOT Iuaualaedaa Buipl in8 @SeIIin Saao4S !weiw CIO AQUARIUS BUILDING., INC. 7700 NW 163n STREET MIAMI FLORIDA 33016 PHONE: 305-824-124 FAX: 305-824-1326 AQUARIUSBLGANDCON@YAHOO.COM July 2, 2015 Building Department 10050 NE 2nd Avenue Miami Shores,Fl. 33138 Attention: Ismael Naranjo Dear Mr. Naranjo: We are requesting a TCO for the project of Primal Fit Miami Permit Number MC-9- 14-2136 located at 9531 NE 2nd Avenue, Miami,Shores, Florida 33138. We startedthis project January 2014 and have had many setbacks including Matt's financing and also numerous sub-contractor issues. Because of these setbacks Matt and Primal Fit Miami has been forced to require not one but two extensions with their existing SBA loan. The lost time Primal Fit Miami has accrued has forced them into paying two rents, one in their existing location and one in the location where construction has been under way. We have been rushing to finish this project for obvious reasons but primarily because of an existing SBA deadline (missed one in Oct.and another July 1st) and also because of Matt's current location has been leased and he needed to vacate the unit as of June 29 2015. To this date we have passed final Electrical and final Mechanical with a pending Plumbing and Fire which is scheduled for today July, 2nd 2015. We had hoped passing all finals by Friday,July 3rd and being open to service his members on Monday July, 6th;however,given the impending holiday weekend and the fact that were are down to the wire with our pending inspections,we would like to request a TCO for 15-30 days so that Matt can serve his members come Monday,July 6th,in the event we run into any issues with the plumbing inspection. We do feel confident that we will pass fire inspection given that we were able to remedy fire's main concern and requests last week We hereby hold harmless and release Miami Shores Village Building Department and Miami-Dade Fire Department from any liability that may arise during the use of the designated areas in the aforementioned facility while under the limitation of the Temporary Certificate of Occupancy. We hereby certify that all means of egress shall be kept clear and accessible and that all life safety systems will be maintained and operable at all times while the building is occupied. Please contact Matt Pack at 305-951-6648 for any further questions. Sincerely, Felix Mesa Jr. Aquarius Building, Inc. Matt Pack Primal Fit Miami _. �,.. ASR 2 4 2014 Department of Regulatory and Economic Resources `; Miami-Dade County Plan Review Summary Process Number: M2014004670 FINAL CORE REVIEW DATE: 2/11/2014 OVERALL STATUS: Overall Approval PROJECT DETAILS: CONTACT DETAILS: FOLIO: 11-3206-013-3900 NAME: FELIX MESA JR ADDRESS: 9537 NE 2 AVE, , FL EMAIL: PERMIT TYPE DESC.: REMODEL PHONE#: 3058241324 DISAPPROVAL CODES: TASK REVIEWED BY STATUS DATE STATUS Initial Core Review Gicela Izquierdo 02/11/2014 Specialty Reviews not Required Comments: PERMIT TO ESTABLISH USE FOR A PERSONAL TRAINER PREVIOUSLY RETAIL(PHARMACY). NO SEWER CAPACLTY_ALLOCATIONLIE�TE_R4S REQUIRED-SfNEE-FACILITY_IS CONNECTED ON SEPTIC FLOW. NOIDEMOL TION S SHOWN NNK.-N—olN-CREASE IN WATER PLANS AND QE PPROV D DUNDERTHM1 P UIrT 1S AN INCER.- : pN +' ' R©CES�1�1tf11/fBE�: Final Core Review Gicela Izquierdo -----U27T 014 Overall Approval PLAN CONDITIONS: �' ING PLANS NO CONDITIONS Date®_ Approved Date Disapproved PLAN REVIEW FEES (FEES ARE SUBJECT TO CHANGE PENDING FINAL APPROVAL FEE CODE DESCRIPTION USER DATE UNIT TOTAL D034 FastTrack Fee ADMIN 02/11/2014 1 $80.00 D034R FastTrack Fee ADMIN 02/11/2014 1 ($80.00) D062 Commercial&Multifam Min Review IZQUIG 02/11/2014 1 $90.00 Total $90.00 .......... _ .._. _ ._...... .................... -–-.....__. FOR MORE INFORMATION PLEASE CONTACT: YOUR DERM CORE REVIEWER: izquig@miamidade.gov DERM PERMITTING AND INPECTION CENTER, 11805 SW 26 ST, 786-315-2800 DERM OVERTOWN TRANSIT CENTER, 701 NW 1 CT, 305-372-6899 Coastal: dermcr@miamidade.gov EQCB: egcb@miamidade.gov Specialty Engineering Reviews (industrial, storage tanks, industrial waste pretreatment, asbestos, paving &drainage, trees): dermengreviews@miamidade.gov Tree Permit applications: dermtreeprogram@miamidade.gov Water Control: dermwatercontrol@miamidade.gov Wetlands: dermwetlands@miamidade.gov BXUV.P522,Fire-resistance Ratings-ANSL UL 263 http://database.ul.com/cgi-bin/ulweb/LISEXT/IFRAME/FimResistance... Fire-resistance Ratings -ANSIML 263 See General Information for Fire-resistance Ratings-ANSI/UL 263 �esign No. 0522 APR '0 201 BY. February 28, 2014 Unrestrained Assembly Ratting 1 Hr Finish Rating—25 Min (See Items 3 or 3A) Load Restricted for Canadian Applications—See Guide I3XUV7 3 1 ( T � For ftd tart ,eu 7 eft moo+. 1 of 9 3/11/2014 7:54 AM F BXU.V.P522-Fire-resistance Ratings-ANSUUL 263 http://database.ul.com/egi-bin/ulwebALISEX-T/1FRAME/FireResistance... 2 5 2"x 6" 3 G 7 6 Alternate Insulation Placement 1. Roofing System*—Any UL Class A, B or C Roofing System(TGFU)or Prepared Roof Covering (TFWZ)acceptable for use over nom 15/32 in.thick wood structural panels, min. grade"C-D"or "Sheathing". Nom 15/32 in.thick wood structural panels secured to trusses with No.6d ringed shank nails spaced 12 in. OC along each truss. Staples having equal or greater withdrawal and lateral resistance strength may be substituted for the 6d nails. Construction adhesive may be used with either the nails or staples. 2.Trusses—Pitched or parallel chord wood trusses, spaced a max of 24 in. OC,fabricated from nom 2 by 4 lumber,with lumber oriented vertically or horizontally.Truss members secured together with min. 0.0356 in.thick galv steel plates. Plates have 5/16 in. long teeth projecting perpendicular to the plane of the plate.The teeth are in pairs facing each other(made by the same punch),forming a split tooth type plate. Each tooth has a chisel point on its outside edge.These points are diagonally opposite each other for each pair.The top half of each tooth has a twist for stiffness.The pairs are repeated on approximately 7/8 in. centers with four rows of teeth per inch of plate width.Where the truss intersects with the interior face of the exterior walls,the min truss depth shall be 5-1/4 in.with a min roof slope of 3/12 and a min. area in the plane of the truss of 21 sq/ft.Where the truss intersects with the interior face of the exterior walls,the min truss depth may be reduced to 3 in. if the batts and blankets(Item 3) are used as shown in the above illustration (Altemate Insulation Placement)and are firmly packed against the intersection of the bottom chords and the plywood sheathing. 3. Batts and Blankets*—(Optional)-Required when Item 6B is used—Glass fiber insulation, secured to the wood structural panels with staples spaced 12 in. OC or to the trusses with 0.090 in. diam gaiv steel wires spaced 12 in. OC.Any glass fiber insulation bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire Resistance, having a min density of 0.5 pcf.As an option,the insulation may be fitted in the concealed space, draped over the resilient channel/gypsum board ceiling membrane when resilient channels and gypsum board attachment is modified as specified in Items 6 and 7.When Steel Framing Members(Item 613)are used, max 3-1/2 in.thick insulation shall be draped over the furring channels(Item 613a)and gypsum board ceiling membrane, and friction- fitted between trusses and Steel Framing Members(Item 613d).The finished rating has only been determined when the insulation is secured to the decking. 3A. Fiber,Sprayed*—As an alternate to Item 3(not evaluated for use with Item 66)—Any thickness of spray-applied cellulose insulation material, having a min density of 0.5 Ib/ft3, applied with water, over the resilient channel/gypsum board ceiling membrane when resilient channels and gypsum board attachment is modified as specked in Items 6 and 7. Fiber, Sprayed is applied with moisture in accordance with the application instructions supplied with the product.The finish rating when Fiber Sprayed is used has not been determined.Alternate application method:The fiber is applied without water or adhesive in accordance with the application instructions supplied with a minimum density of 0.5 Ib/ft3 over the resilient channel/gypsum board ceiling membrane when resilient channels and gypsum board attachment is modified as specified in Items 6 and 7.Alternate application method:The fiber is applied without water or adhesive to a nominal density of 3.5 Ib/ft3 behind netting(Item 9) stapled to the rafters.The netting is stapled at both lower edges of the rafters creating a cavity to 2 of 8 3/11/2014 7:54 AM if BXUV.P522 Fire-resistance Ratings-ANSI/UL 263 http://database.ul.com/cgi-bin/ulwebALISEXT/lFRANE/FireResistance... accept the cellulose fiber. U S GREENFIBER L L C—INS735&INS745 for use with wet or dry application. INS51 OLD, INS515LD, INS541 LD, INS735, INS745, INS7651-13, and INS77OLD are to be used for dry application only. 4.Air Duct*—Any UL Class 0 or Class 1 flexible air duct installed in accordance with the instructions provided by the damper manufacturer. 5.Ceiling Damper*—Max nom area, 324 sq in. Max square size, 18 in. by 18 in. rectangular sizes not to exceed 324 sq in.with a max width of 18 in. Max damper height is 14 in. Installed in accordance with manufacturers installation instructions provided with the damper. Max damper openings not to exceed 162 sq in. per 100 sq ft of ceiling area. C&S AIR PRODUCTS—Model RD-521 POTTORFF—Model CFD-521 5A.Alternate Ceiling Damper*—Max nom area, 196 sq in. Max square size, 14 in. by 14 in. Rectangular sizes not to exceed 196 sq in.with a max width of 26 in. Max overall damper height is 7 in. Installed in accordance with the manufacturers installation instructions provided with the damper. Max damper openings not to exceed 98 sq in. per 100 sq ft of ceiling area. C&S AIR PRODUCTS—Model RD-521-BT POTTORFF—Model CFD-521-BT. 6. Furring Channels—Resilient channels formed of 25 MSG thick gaiv steel. Installed perpendicular to the trusses(Item 2), spaced a max of 16 in. OC when no insulation (Item 3 or 3A) is fitted in the concealed spaced, or a max of 12 in. OC when insulation (Item 3 or 3A)is fitted in the concealed space, draped over the resilient channel/gypsum board ceiling membrane.Two courses of resilient channel positioned 6 in. OC at wallboard buttjoints(3 in.from each end of wallboard). Channels oriented opposite at wallboard buttjoints. Channel splices overlapped 4 in. beneath wood trusses. Channels secured to each truss with 1-1/4 in. long Type S screws. 6A.Steel Framing Members—(Not Shown)*—As an altemate to Item 6,furring channels and Steel Framing Members as described below: a. Furring Channels—Formed of No. 25 MSG gale steel.2-9/16 in. or 2-23/32 in. wide by 7/8 in.deep, spaced 24 in. OC perpendicular to trusses when no insulation (Items 3 or 3A) is fitted in the concealed space or 12 in. OC when insulation (Items 3 or 3A)is fitted in the concealed space, draped over the furring channel/gypsum board ceiling membrane or 24 in. OC when insulation (Items 3 or 3A) is fitted in the concealed space, draped over the furring channel/gypsum board ceiling membrane and a second layer of gypsum board is attached as described in Item 7 for steel framing members. Channels secured to trusses as described in Item 6Ab. Ends of adjoining channels overlapped 6 in. and tied together with double strand of No. 18 SWG gale steel wire near each end of overlap. b.Steel Framing Members—Used to attach furring channels(Item a)to trusses (Item 2). Clips spaced 48 in. OC. RSIC-1 and RSIC-1 (2.75)clips secured to 3 of 8 3/11/2014 7:54 AM r BXUV.P522-Fire-resistance Ratings-ANSI/UL 263 http://database.ul.com/cgi-bin/ulweb/LISEXT/IFRAME/FireResistance... alternating trusses with No. 8 by 2-1/2 in. coarse drywall screw through the center grommet. RSIC V and RSIC-V(2.75)clips secured to alternating trusses with No. 8 by 1-1/2 in. coarse drywall screw through the center hole. Furring channels are friction fitted into clips. RSIC-1 and RSIC V clips for use with 2-9/16 in.wide furring channels. RSIC-1 (2.75)and RSIC-V(2.75)clips for use with 2-23/32 in.wide furring channels.Adjoining channels are overlapped as described in Item 6Aa.As an alternate, ends of adjoining channels may be overlapped 6 in.and secured together with two self-tapping No.6 framing screws, min.7/16 in. long at the midpoint of the overlap,with one screw on each flange of the channel.Additional clips required to hold furring channel that supports the gypsum board butt joints, as described in Item 7. PAC INTERNATIONAL INC—Types RSIC-1, RSIC V, RSIC-1 (2.75), RSIC V (2.75). 6B.Steel Framing Members*—(Not Shown)-As an alternate to Items 6 and 6A. a. Furring Channels—Hat-shaped furring channels, 7/8 in. deep by 2-5/8 in.wide at the base and 1-1/4 in.wide at the face,formed from No.25 ga. galv steel, spaced max 16 in. OC perpendicular to trusses and Cold Rolled Channels(Item 613b). Furring channels secured to Cold Rolled Channels at every intersection with a 1/2 in. pan head self-drilling screw through each furring channel leg. Ends of adjoining channels overlapped 4 in. and tied together with two double strand No. 18 SWG gals steel wire ties, one at each end of overlap. Supplemental furring channels at base layer and outer layer gypsum board butt joints are not required. Batts and Blankets draped over furring channels as described in Item 3.Two layers of gypsum board attached to furring channels as described in Item 7. b. Cold Rolled Channels—1-1/2 in. by 1/2 in.,formed from No. 16 ga.galv steel, positioned vertically and parallel to trusses,friction fitted into the channel caddy on the Steel Framing Members(Item 613d).Adjoining lengths of cold rolled channels lapped min.6 in. and wire-tied together with two double strand 18 SWG gab steel wire ties, one at each end of overlap. c. Blocking—Where truss design does not permit direct,full contact of the hanger bracket, a piece of nominal 2 by 4 in. lumber(blocking), min.6 in. long to permit full contact of the hanger bracket,to be secured vertically to the side of the truss(Item 2)at the top and bottom of the blocking at each Steel Framing Member(Item 613d) location. d.Steel Framing Members*—Hangers spaced 48 in. OC.max along truss, and secured to the Blocking (Item 613c)on alternating trusses with a single 5/16 in,by 2 in. hex head lag bolt or four#61-1/4 in. drywall screws through mounting hole(s) on the hanger bracket.The two 1/4 in. long steel teeth on the hanger are embedded in the side of the blocking. Hanger positioned on blocking and leveling bolt height adjusted such that furring channels are flush with bottom of trusses before gypsum board installation. Spring gauge of hanger chosen per manufactureft instructions. KINETICS NOISE CONTROL INC—Type ICWW, 6C. Steel Framing Members*—(Not Shown)-As an alternate to Items 6,6A and 6B. a. Furring Channels—Formed of No. 25 MSG galv steel, 2-3/8 in.wide by 7/8 in. deep installed perpendicular to wood structural members. Channels spaced a max of 24 in. OC when no insulation (Item 3 or 3A) is fitted in the concealed space or a 4 of 8 3/11/2014 7:54 AM BXUV.P522-Fire-resistance Ratings-ANSUUL 263 http://database.ul.com/cgi-bin/ulweb/LISEX`T/1FRAME/FireResistance... max of 12 in. OC when insulation(Item 3 or 3A)is fitted in the concealed space. Channels secured to trusses as described in Item 6Cb. Ends of adjoining channels overlapped 6 in. and tied together with double strand of No. 18 AWG galvanized steel wire near each end of overlap. b.Steel Framing Members*—Used to attach furring channels(item 6Ca)to trusses(Item 2). Clips secured to the bottom chord of each truss(24 in.OC)with one No. 8 by 2-1/2 in. long coarse drywall screw through center grommet. Furring channels are friction fitted into clips.Adjoining channels are overlapped as described in Item 6Ca.As an alternate,ends of adjoining channels may be overlapped 6 in. and secured together with two self-tapping No.6 framing screws, min 7/16 in. long at the midpoint of the overlap,with one screw on each flange of the channel.Additional clips required to hold furring channel that supports the gypsum board butt joints, as described in Item 7. PLITEQ INC—Type Genie Clip 6D. Steel Framing Members*—(Not Shown)-As an aftemate to Items 6,6A, 6B and 6C. a. Main runners—Installed perpendicular to trusses—Nom 10 or 12 ft long, 15/16 in. or 1-1/2 in.wide face, spaced 4 ft OC. Main runners hung a min of 2 in. from bottom chord of trusses with 12 SWG gaiv steel wire.Wires located a max of 48 in. OC. b.Cross tees or channels—Nom 4 ft long, 15/16 in. or 1-1/2 in.wide face or cross channels, nom 4 ft long, 1-1/2 wide face, installed perpendicular to the main runners,spaced 16 in. OC.Additional cross tees or channels used at 8 in.from each side of butted gypsum board end joints.The cross tees or channels may be riveted or screw-attached to the wall angle or channel to facilitate the ceiling installation. c.Wall angles or channels—Used to support steel framing member ends and for screw-attachment of the gypsum wallboard—Min 0.016 in.thick painted or galvanized steel angle with 1 in. legs or min. 0.016 in.thick painted or galvanized steel channel with a 1 by 1-1/2 by 1 in. profile, attached to walls at perimeter of ceiling with fasteners 16 in. OC. CGC INC—Type DGL or RX. USG INTERIORS LLC—Type DGL or RX. 6E.Alternate Steel Framing Members—(Not Shown)*-As an alternate to items 6,6A,613, and 6C, furring channels and Steel Framing Members as described below. a. Furring Channels—Formed of No. 25 MSG galv steel, 2-5/8 in.wide by 7/8 in deep, spaced 24 in OC, perpendicular to trusses.When insulation, Items 3 or 3A is used,the furring channel spacing shall be reduced to 12 in. OC.Channels secured to joists as described in Item b. b.Steel Framing Members*--�-Used to attach furring channels(item a)to the wood trusses(Item 2). Clips spaced at 24"OC and secured to the bottom of the trusses with one No. 10 x 2-1/2 Coarse Drywall Screw through the center hole. Furring channels are then friction fitted into clips. Ends of channels are overlapped 6"and screwed with four No. 8 x 1/2 Self Drilling screws(2 per side 1 in. and 4 in. from overlap edge).Additional clips are required to hold the Gypsum Butt joints and 5 of 8 3/11/2014 7:54 AM BXUV.P522-Fire-resistance Ratings-ANSI/UL 263 http://database.ul.com/cgi-bin/ulweb/LISEXT/IFRAME/FircResistance... side joints as described in Item 7. STUDCO BUILDING SYSTEMS—RESILMOUNT Sound Isolation Clips-Type A237 or A237R 6 of 8 3/11/2014 7:54 AM BXUV.P522-Fire-resistance Ratings-ANSLUL 263 http://database.ul.com/cgi-bin/ulweb/LISEXT/IFRAME/FireResistance... 7. Gypsum Board*—One layer of nom 5/8 in.thick by 48 in.wide boards, installed with long dimension parallel to trusses.Attached to the resilient channels using 1 in. long Type S bugle-head screws. Screws spaced a max of 12 in. OC along butted end joints and in the field when no insulation (Item 3 or 3A) is fitted in the concealed spaced, or a max of 8 in. OC along butted end joints and in the field when insulation(Item 3 or 3A)is fitted in the concealed space, draped over the resilient channeVgypsum board ceiling membrane. When Steel Framing Members*(Item 6A or 6C)are used, sheets installed with long dimension perpendicular to furring channels and side joints of sheet located beneath trusses. Gypsum board screws are driven through channel spaced 12 in. OC in the field when no insulation (Item 3 or 3A)is fitted in the concealed space,or 8 in. OC in the field when insulation (Item 3 or 3A)is fitted in the concealed space, draped over the furring channel/gypsum board ceiling membrane. Gypsum board butt joints shall be staggered min. 2 ft within the assembly, and occur between the main furring channels.At the gypsum board butt joints, each end of the gypsum board shall be supported by a single length of furring channel equal to the width of the wallboard plus 6 in. on each end.The furring channels shall be spaced approximately 3-1/2 in. OC, and be attached to the trusses with one clip at each end of the channel. Screw spacing along the butt joint to attach the gypsum board to the furring channels shall be 8 in. OC.Second(outer)layer of gypsum board required when furring channels(Item 6A, a)are spaced 24 in. OC and insulation is fitted in the concealed space, draped over the furring channel/gypsum board ceiling membrane. Outer layer of gypsum board attached to the furring channels using 1-5/8 in. long Type S bugle-head screws spaced 8 in.OC at butted joints and 12 in. OC in the field. Butted end joints of outer layer to be offset a minimum of 8 in.from base layer end joints. Butted side joints of outer layer to be offset minimum 18 in.from butted side joints of base layer. When Steel Framing Members(Item 6B)are used,two layers of nom 5/8 in.thick,4 ft wide gypsum board are installed with long dimensions perpendicular to furring channels(Item 613a). Base layer attached to the furring channels using 1 in. long Type S bugle head steel screws spaced 8 in. OC along butted end joints and 12 in. OC in the field of the board. Butted end joints centered on the continuous furring channels. Butted base layer end joints to be offset a min of 16 in. in adjacent courses. Outer layer attached to the furring channels using 1-5/8 in. long Type S bugle head steel screws spaced 8 in. OC at butted end joints and 12 in. OC in the field. Butted end joints centered on the continuous furring channels and offset a min of 16 in.from butted end joints of base layer. Butted side joints of outer layer to be offset min 16 in.from butted side joints of base layer. When Steel Framing Members(Item 6C)are used, one layer of nom 5/8 in.thick,4 ft wide gypsum board is installed with long dimensions perpendicular to furring channels. Gypsum board secured to furring channels with nom 1 in. long Type S bugle-head steel screws spaced 8 in. OC in the field of the board.Gypsum board butted end joints shall be staggered minimum 72 in.At the gypsum board butt joints,each end of each gypsum board shall be supported by a single length of furring channel equal to the width of the gypsum board plus 3 in. on each end,spaced approximately 2 in. in from joint. Screw spacing along the gypsum board butt joint shall be 8 in.OC. Butt joint furring channels shall be attached with a RESILMOUNT Sound Isolation Clip secured to underside of every truss that is located over the butt joint. Over all Gypsum Board side joints, approximately 20 in. lengths of furring channel shall be installed parallel to trusses(Item 2)between main furring channels. Side joint furring channels shall be attached to underside of the joist with RESILMOUNT Sound Isolation Clips-located approximately 2 in. from each end of the approximate 20 in. length of channel. Both Gypsum Boards at side joints fastened into channel with screws spaced 8 in. OC,approximately 1/2 in.from joint edge. CGC INC—Types C, IP-X2, IPC-AR. UNITED STATES GYPSUM CO—Types C, IP-X2, IPC-AR. USG MEXICO S A DE C V—Types C, IP-X2, IPC-AR. 7 of 8 3/11/2014 7:54 AM BXUVE522-Fire-resistance Ratings-ANSI/UL 263 http://database.ul.com/cgi-bin/ulwebALISEXT/lFRAME/FireResistancc... 7A.Gypsum Board*—For use with Steel Framing Members(Item 6D)when Batts and Blankets* (Item 3)are not used-One layer of nom 5/8 in.thick by 48 in.wide boards, installed with long dimension parallel to the main runners. Gypsum board fastened to each cross tee or channel with five wallboard screws,with one screw located at the midspan of the cross tee or channel,one screw located 12 in.from and on each side of the cross tee or channel mid span and one screw located 1-1/2 in.from each gypsum board side joint. Except at wallboard end joints,wallboard screws shall be located on alternating sides of cross tee flange.At gypsum board end joints, gypsum board screws shall be located 1/2 in.from the joint. Gypsum board fastened to main runners with wallboard screws 1/2 in. from side joints, midway between intersections with cross tees or channels(16 in. OC). End joints of adjacent gypsum board sheets shall be staggered not less than 32 in. Gypsum board sheets screw attached to leg of wall angle with wallboard screws spaced 12 in. OC.Joints treated as described in Item 7. For use with Steel Framing Members*(Item 6D)when Batts and Blankets*(Item 3)are used -Ratings limited to 1 Hour-5/8 in.thick,4 ft wide; installed with long dimension perpendicular to cross tees with side joints centered along main runners and end joints centered along cross tees. Fastened to cross tees with 1 in. long steel gypsum board screws spaced 8 in. OC in the field and 8 in. OC along end joints. Fastened to main runners with 1 in. long gypsum board screws spaced midway between cross tees.Screws along sides and ends of boards spaced 3/8 to 1/2 in.from board edge. End joints of the sheets shall be staggered with spacing between joints on adjacent boards not less than 4 ft OC. CGC INC—Type C or IP-X2. UNITED STATES GYPSUM CO—Type C or IP-X2. USG MEXICO S A DE C V—Type C or IP-X2. 8. Finishing System—(Not Shown)—Vinyl, dry or premixed joint compound, applied in two coats to joints and screw-heads; paper tape,2 in.wide, embedded in first layer of compound over all joints.As an alternate, nom 3/32 in.thick veneer plaster may be applied to the entire surface of gypsum board. Alternate Ceiling Membrane—Not Shown. 9. Netting—Fibrous,woven netting material fastened to underside of each joist with staples,with side joints overlapped. *Bearing the UL Classification Mark Last Updated on 2014-02-2f 8 of 8 3/11/2014 7:54 AM BXUV.U425-Fire-resistance Ratings-ANSUUL 263 http://database.ul.com/cgi-bin/ulwebALISEXT/lFRANE/FircResistance... BXUV - Fire Resistance Ratings -ANSI/UL 263 BXUV? - Fire Resistance Ratings - CAN/ULC-5101 Certified for Canada See General Information for Fire-resistance Ratings-ANSI/UL 263 See General Information for Fire Resistance Ratings-CAN/ULC-S101 Certified for Canada Desig"o._U425 March 19, 2014 (For Exterior Walls, Ratings Applicable For Exposure To Fire On Interior Face Only, (See Items 4 and 5) Bearing_Wall Rating—45 Min, 1, 1-1/2 o�-2 HR. (See Items 2 and 4) Load Restricted for Canadian Applications—See Guide BXUV? When used In Canada It Is required that all materials Included within the UL design are also cUL certified. INFERIOR W,ALL, 'I:♦: �L• - .8.►a :: `.•• ':l":c:: S• 'J:-S:v7>'C •ia..•':7.M:6`:h'•1•os�.?• n( ',S:Y - .:•*• •ro•.-.�a� t;- .s :.�.a: •..s}, -•'!:i•.' -1 .•1••}.•:W.:❖r::'+i••J�'-t: t.t s.. ���1 •y. ,� .r: ♦a.w. }�::nisi=S.. .L. -'.� -♦ .•-., •• .y1L -dSf w••: .e •a• .�' ••:L•. /.i�i ii-•.t` .J, •1••O -4•i • u-f .I• :i' T HORIZONTAL SECTION 1 of 7 4/7/2014 5:08 PM BXUV.U425-Fire-resistance Ratings-ANSU M 263 http://database.ul.com/cgi-bin/ulwebALISEXT/IFRAME/FircResistance... EXTERIOR WILL Sa 5b Sc or S 7 S • 4 INTERIOR FIRE a SIDE HORMONTAL SECTION 1. Steel Floor and Calling Tracks—(Not Shown)—Top and bottom tracks of wall assemblies shall consist of steel members, min No.20 MSG(0.0329 in., min bare metal thickness)steel or min No.20 GSG(0.036 in.thick)gaiv steel or No. 20 MSG(0.033 in.thick)primed steel,that provide a sound structural connection between steel studs, and to adjacent assemblies such as a floor, ceiling, and/or other walls.Attached to floor and ceiling assemblies with steel fasteners spaced not greater than 24 in. O.C. 2. Steel Studs—Min 3-1/2 in.wide, No. 20 MSG (0.0329 in., min bare metal thickness)corrosion protected cold formed steel studs designed in accordance with the current edition of the Specification for the Design of Cold-Formed Steel Structural Members by the American Iron and Steel Institute.All design details enhancing the structural integrity of the wall assembly, including the axial design load of the studs,shall be as specified by the steel stud designer and/or producer, and shall meet the requirements of all applicable local code agencies.The max stud spacing of wall assemblies shall not exceed 24 in. OC(or 16 in. OC when Item 5b is used). Studs attached to floor and ceiling tracks with 1/2 in. long Type S-12 steel screws on both sides of studs or by welded or bolted connections designed in accordance with the AISI specifications. 3. Lateral Support Members—(Not shown)—Where required for lateral support of studs, support may be provided by means of steel straps,channels or other similar means as specified in the design of a particular steel stud wall system. 4.Gypsum Board*—Any 1/2 in.thick UL Classed Gypsum Board that is eligible for use in Design No.X515.Any 5/8 In.thick UL Classified Gypsum Board that is eligible for use In Design Nos.L501,G512 or U305.Gypsum board bearing the UL Classification Marking as to Fire Resistance. Applied vertically with joints between layers staggered. Outer layer of 3 layer construction may be applied horizontally unless specified below.The thickness and number of layers and percent of design load for the 45 min, 1 hr, 1-1/2 hr and 2 hr ratings are as follows: Interior Walls Wallboard Protection Both Sides of Wall - No. of Layers &Thkns % of Rating of Board In. Each Layers Design Load 45 min *1 layer, 1/2 in. thick 100 2 of 7 4/7/2014 5:08 PM BXUV.U425-Fire-resistance Ratings-ANSMM 263 http://database.ul.com/cgi-bin/ulwebALISEXT/1FRAME/FireResistwce... 1 hr *1 layer, 5/8 in. thick 100 1-1/2 hr *2 layers, 1/2 in. thick 100 2 hr *2 layers, 5/8 in. thick or 80 *3 layers, 1/2 in. thick 100 *2 layers, 3/4 in. thick 100 *Ratings applicable to assemblies serving as exterior walls where Classified fire resistive gypsum sheathing type wallboard is substituted on the exterior face. Exterior Walls Wallboard Protection on Interior Side of Wall - No. of Layers &Thkns % of Rating of Board In. Each Layers Design Load 45 min 1 layer, 5/8 in. thick 100 1 hr 2 layers, 1/2 in. thick 100 1-1/2 hr 2 layers, 5/8 in. thick 100 2 hr 3 layers, 1/2 in. thick 100 2 layers, 3/4 in. thick 100 ACADIA DRYWALL SUPPLIES LTD mew Classification)—CKNX.R25370 AMERICAN GYPSUM CO mew Classification)—CKNX.R14196 BEIJING NEW BUILDING MATERIALS PUBLIC LTD CO mew Classification)—CKNX.R19374 CERTAINTEED GYPSUM CANADA INC mew Classification)—CKNX.R15187 CERTAINTEED GYPSUM INC mew Classification)—CKNX.R3660 CGC INC mew Classification)—CKNX.RI9751 CONTINENTAL BUILDING PRODUCTS OPERATING CO,L L C mew Classification)— CKNX.R18482 GEORGIA-PACIFIC GYPSUM L L C mew Classification)—CKNX.R2717 3 of 7 4/7/2014 5:08 PM BXUV.U425-Fire-resistance Ratings-ANSI/UL 263 http://database.ul.com/cgi-bin/ulweb/LISEXT/IFRANIE/FircResistance... LOADMASTER SYSTEMS INC(View Classification)—CKNX.R11809 NATIONAL GYPSUM CO mew Classification)—CKNX.R3501 PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM mew Classification)—CKNX.R7094 PANEL REY S A mew Classification)—CKNX.R21796 SIAM GYPSUM INDUSTRY(SARABURI)CO LTD mew Classification)—CKNX.R19262 THAI GYPSUM PRODUCTS PCL mew Classification)—CKNX.R27517 UNITED STATES GYPSUM CO mew Classification)—CKNX.R1319 USG MEXICO S A DE C V mew Classification)—CKNX.R16089 4A.Gypsum Board—Nom. 3/4 in. gypsum board applied vertically with joints between layers staggered.The thickness and number of layers and percent of design load for the 2 hr ratings are shown in the table above. CGC INC—Types AR, IP AR, IP-X3, or ULTRACODE UNITED STATES GYPSUM CO—Types AR, IP-AR, IP X3, or ULTRACODE USG MEXICO S A DE C V—Types AR, IP-AR, IP-X3, or ULTRACODE 413.Gypsum Board*—(As an alternate to Items 4 and 4A)-Nom. 5/8 in.thick gypsum panels,with square edges, applied horizontally.Gypsum panels fastened to framing with 1 in. long bugle head steel screws spaced a max 8 in. OC,with last 2 screws 3/4 in. and 4 in.from each edge of board. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs on interior walls need not be staggered. Horizontal edge joints and horizontal butt joints in adjacent layers on interior walls(multilayer systems)staggered a min of 12 in. GEORGIA-PACIFIC GYPSUM L L C—GreenGlass Type X,Type DGG NATIONAL GYPSUM CO—Type FSW-6. 4C. Gypsum Board*—(As an alternate to Items 4 through 46)-5/8 in.thick,4 ft wide,paper 4 of 7 4/7/2014 5:08 PM BXUV.U425-Fire-resistance Ratings-ANSI/UL 263 http://database.ul.com/cgi-bin/ulweb/LISEXT/IFRAME/FireResistance... surfaced applied vertically only and secured as described in Item 6. CERTAINTEED GYPSUM INC—Type SilentFX GEORGIA-PACIFIC GYPSUM L L C—Type X ComfortGuard Sound Deadening Gypsum Board. NATIONAL GYPSUM CO—SoundBreak XP Type X Gypsum Board 4D.Wall and Partition Facings and Accessories*—(As an alternate to Items 4 through 4C)— Nominal 5/8 in.thick,4 ft wide panels,applied vertically and secured as described in Item 4. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM—Type QuietRock ES. 4E.Wall:and Partition Facings and Accessories*—(As an altemate to Items 4 through 4D)— Nominal 5/8 in.thick,4 ft wide panels,applied vertically and secured as described in Item 4. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM—Type QuietRock 527. 5. Gypsum Sheathing—For exterior walls, 1/2 or 5/8 in.thick Classified or unclassified exterior gypsum sheathing applied vertically and attached to studs and runner tracks with 1 in. long Type S-12 bugle head screws spaced 12 in. OC. along studs and tracks. One of the following exterior facings are to be applied over the gypsum sheathing. a. Siding, Brick,or Stucco—Aluminum siding, steel siding, brick veneer, or stucco attached to studs over gypsum 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 Rating is applicable with exposure on either face. Brick veneer wall attached to studs with corrugated metal wall ties attached to each stud with steel screws, not more than each sixth course of brick.When a min 3-3/4 in.thick brick veneer facing is used, Foamed Plastic(Item 10)may be used. b. 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. OC.Studs spaced a max of 16 in. OC.Joints covered with glass fiber mesh tape. UNITED STATES GYPSUM CO—Type DCB c. Fiber-Cement Siding—Fiber-cement exterior sidings including smooth and patterned panel or lap siding. d. Molded Plastic*—Solid vinyl siding mechanically secured to framing members in accordance with manufacturer's recommended installation details. ALSIDE, DIV OF ASSOCIATED MATERIALS INC e.Wood Structural Panel or Lap Siding—APA Rated Siding, Exterior, plywood, OSB or composite panels with veneer faces and structural wood core, per PS 1 or APA Standard PRP-108, including textured, rough sawn, medium density overlay, brushed, grooved and lap siding. 5 of 7 4/7/2014 5:08 PM BXUV.U425-Fire-resistance Ratings-ANSI/UL 263 http://database.ul.com/cgi-bin/ulwebALISEX`T/1FRAME/FireResistance... f. Building Units*—(Not Shown)-3 in.thick 18 x 24 in.cellular glass blocks, applied to the gypsum sheathing (Item 5)with PC 88 adhesive or fastened with F anchors spaced a maximum 24 in. OC. F anchors fastened to framing members with 1-1/4 in. long#6 drywall screws. PITTSBURGH CORNING CORP—Type FoamGlas 6. Fasteners—(Not Shown)—Screws used to attach wallboard to studs: self-tapping bugle head sheet steel type,spaced 12 in. O.C. First layer Type S-12 by 1 in. long for 1/2 and 5/8 in.thick wallboards and 1-1/4 in. long for 3/4 in.thick wallboard. Second layer Type S-12 by 1-5/8 in. long for 1/2 and 5/8 in.thick wallboards and 2-1/4 in. long for 3/4 in.thick wallboard.Third layer Type S-12 by 1-7/8 in. long. 7. Batts and Blankets*—Placed in stud cavities of all exterior walls. May or may not be used in interior walls.Any glass fiber or mineral wool batt material bearing the UL Classification Marking as to Fire Resistance, of a thickness to completely fill stud cavity. See Batts and Blankets*(BZJZ)Category for names of Classified companies. 7A. Fiber,Sprayed*—As an alternate to Batts and Blankets(Item 7)—(100%Borate Formulation)— Spray applied cellulose material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product with a nominal dry density of 2.7 IWO.Alternate Application Method:The fiber is applied without water or adhesive at a nominal dry density of 3.5 Ibe, in accordance with the application instructions supplied with the product. U S GREENFIBER L L C—INS735&INS745 for use with wet or dry application.INS765LD and INS77OLD are to be used for dry application only. 7B. Fiber,Sprayed*—As an aftemate to Item 7 and 7A—Spray applied cellulose material.The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 4.58 Ibe. NU WOOL CO INC—Cellulose Insulation 7C. Fiber,Sprayed*—As an alternate to Batts and Blankets(Item 7)-Spray applied cellulose fiber. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product.The minimum dry density shall be 4.30 Ibs/ft3. INTERNATIONAL CELLULOSE CORP—Celbar-RL 8.Joint Tape and Compound—(Not Shown)—Vinyl or casein, dry or premixed joint compound applied in two coats to joints and screw heads of outer layer. Perforated paper tape, 2 in.wide, embedded in first layer of compound over all joints of outer layer. 9. Furring Channels—(Optional, not shown,for single or double layer systems)—Resilient furring channels fabricated from min 25 MSG corrosion-protected steel,spaced vertically a max of 24 in. OC. Flange portion attached to each intersecting stud with 1/2 in. long Type S-12 steel screws. 10. Foamed Plastic*—Not Shown-For use with brick veneer as outlined in Item 5A-Maximum 2 in. thick rigid polystyrene insulation attached to studs with fasteners of sufficient length to penetrate the foam and 3/16 in. into the stud.A minimum 1 in. air space is to be maintained between the outer surface of the foamed plastic and the inner surface of the brick veneer. 6 of 7 4/7/2014 5:08 PM BXUV.U425-Fire-resistance Ratings-ANSVUL 263 http://database.ul.com/cgi-bin/ulweb/LISEX`T/IFRAME/FireResistance... ATLAS EPS, DIV OF ATLAS ROOFING CORP—Type ThermalStar OWENS CORNING SPECIALTY&FOAM PRODUCTS 10A. Mortar Drop Protection—(Optional, Not shown)-foamed plastic with mortar control device attached, continuous, by drainage holes at bottom of air space behind brick veneer. OWENS CORNING SPECIALTY&FOAM PRODUCTS—WeepGuard 10B. Foamed Plastic*—Polyisocyanurate foamed plastic insulation boards, any thickness, Classified in accordance with BRYX and/or CCVW. May be used with any exterior facing shown under items 5a, 5c, 5d and 5e. ATLAS ROOFING CORP—"EnergyShield Pro Wall Insulation"and"EnergyShield Pro 2 Wall Insulation." THE DOW CHEMICAL CO—Type Thermax Sheathing,Thermax Light Duty Insulation,Thermax Heavy Duty Insulation,Thermax Metal Building Board,Thermax White Finish Insulation,Thermax ci Exterior Insulation,Thermax IH Insulation,Thermax Plus Liner Panel and Thermax Heavy Duty Plus (HDP) HUNTER PANELS—Type Xci-Class A,Xci 286 11. Cementitious Backer Units*—(Optional Item Not Shown-For Use On Face Of 1 Hr Or 2 Hr Systems With All Standard Items Required)-7/16 in., 1/2 in., 5/8 in., 3/4 in. or 1 in.thick, min. 32 in. q ) wide:Applied vertical) or horizontal) with vertical joints centered over studs. Fastened to studs and PP Y Y J runners with cement board screws of adequate length to penetrate stud by a minimum of 3/8 in.for steel framing members spaced a max of 8 in. OC.When 4 ft.wide boards are used, horizontal joints need not be backed by framing. 2-Hr System-Applied vertically with vertical joints centered over studs. Face layer fastened over sum board to studs and runners with cement board screws of adequate Y 9YP q length to penetrate stud by a minimum of 3/8 in.for steel framing members,and a minimum of 3/4 in. for wood framing members spaced a max of 8 in. OC. NATIONAL GYPSUM CO—Type DuraBacker, PermaBase, DuraBacker Plus, or PermaBase Plus *Bearing the UL Classification Mark Last Updated on 2014-03-1 cl 7 of 7 4/7/2014 5:08 PM XHBN.HW S-0032-Joint Systems http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpa.. u! ONLINE CERTIFICATIONS DIRECTORY System lllb HW-S-0032 XHBN.HW-5-0032 Joint Systems Page Bottom Design/System/Construction/Assembly Usage Disclaimer • Authorities Having 3urlsdictbn should be consulted in all cases as to the particular requirements covering the installation and use of UL CenUllod products,equipment,system,devices,and materials. • Authorities Having Jurisdiction should be consulted before construction. • Fire resistance assembles and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements.The pubgshed information cannot always address every construction nuance encountered in the field. • When field Issues arise,it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design.Users of fire resistance assembles are advised to consult the general Guide Information for each product category and each group of assemblies.The Guide Information includes specifics concerning alternate materials and alternate methods of construction. • Only products which bear UL's Mark are considered Certified. Joint Systems See General Information for Joint systema System NO--.-UW- 32 - February 21,2014 Assembly Ratings—1 and 2 Hr(See Items 2 and 3) f k 2A . & a ° e • 4. a A' 4 a Max 1/2"1 2B 2C n 1.Floor or Roof Assembles—Min 3 In.thick lightweight(90 to 120 pcf)or 3-1/2 In.thick normal weight(145-155 pcf)concrete slab. 2.Wall Assembly—The 1 or 2 hr bearing or non-bearing fire-rated gypsum wallboard/steel stud wag assembly shag be constructed of the materials and in the manner described In the individual U400-Series Wal and Partition Designs in the UL Fire Resistance Directory and shag include the following construction features: A.Steil Fbor and Calling Runners—Fbor and ceiling runners of wag assembly shag consist of min 25 ga galy steel channels,sized to accomodate steel studs(Item 2B).Runners to be provided with min 1 In.flanges.Runners secured to concrete with steel fasteners spaced max 24 In.OC. B.Studs—Steel studs to be min 2-1/2 4n.(non-hearing wags)or 3-1/2 t n.(bearing wags)wide.Stud spacing not to exceed 24 tn.OC. C.Gypsum Boards—Type,thickness and orlentatbn as sped in the Individual Wag and Partition Design.Secured as specified In the individual Wag and partition Design,except that a max 1/2 In.gap shag be maintained between the top edge of the wallboard and the bottom of the concrete slab. D.Batts and Blankets—(Not shown)-When required,as spec7ied h the Individual Wag and Partition Design. 3.FII,Yob or Cavity Materlals—AppWd at a min thickness equal to the thickness of the gypsum wallboard face for bath the 1 and 2 hr Ratings.Fig material instate on each side of the ceiling runner between the top edge of the wallboard and the bottom of the concrete slab. UNITED STATES GYPSUM CO—Type AS 1 of 2 4/7/2014 6:11 PM XBBN.BW--S-0032-Joint Systems http://database.ul.com/cgi-bin/XYV/template/LISEX`T/1FRAME/showpa.. UL ofIuelgEdAtIFlCATIft seen[cTaar System NO.BW-S-O 30 2 XHIMIN 5-0032 ]oint Systems Paan Bottom Design/System/Construction/Assembly Usage Disclaimer • Authorities Having Jurisdiction should be consulted In all cases as to the particular requirements covering the installation and use of UL Candied products,equipment,system,devices,and materiels. •Authorities Having Jurisdiction should be consulted before construction. 0 flee resistane assemblies and products are developed by the design subm@ter and have been Investigated by ULfor compliance with applicable requirements.The published sdonnatktn cannot always address every construction rmarrce encountered In the field. •When field Issues also,it Is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted furtive design.Users of fire resistance assent are advised to consul the general Guide Information for each product category and each{roup of assenb&s.The Guide h lomtation Includes specifics corcemNg atemate materials arid atanate methods of construction. •Only products which hear UL's Mark are considered Ceitilied. XHBN-]olnt Systems XH8N7-joint Systems Certified for Canada See General brformation for SoMt Systems Cee General Information for mInt.S stems certified for Canada System No.BW-S-0032 November 25,2013 ANSI/t{L2070 CAN/ULC fills Assembly Bating—1 and 2 Hr(See item 2) F Rating—1 and 2 Hr(See Rem 2) Jobd Width-1 In.Max FT Rating—1 and 2 Hr(Sea Rom 2) L Rating At Ambient—Less Than 1 CFM/Th it FH Rating—1 and 2 Hr(See item 2) L Rating At Ambient—Lem Than 1 CFM/In it FTH Rating—1 and 2 Hr(See tem 2) mint Width-25 mm Max L Wig At Ambient—less Than 1 CFM/trh R L Rating At 400 F—Less Than 1 CFM1lh It 2B:__ 4 I1 ,2AI 2C 1 � f 1.Fbor Aeaeubly Min 4-1/2 In.(114 mm)thick reinforced lightweight or normal wegnt(100-150 pd or 1500-2400 kg/m3)structural concrete.Floor may also be constructed of any 6In.(152 mm)thick UL Classed hobw-core Precast:Concrete unitoo. Sea Precast Cometh Unis category In the Fire Resistance Obectuy for names of manufacturers. 2.WAM AsaemWy—The 1 or 2 IN fire-rated gypsum board/sbed stud wall assembly and be constructed of the materials and In the manner specified In the bdlvidvl U300,U400,1400 or W400 Se les Wel or Partition Design In the UL Fire Resishoce Directory,in addition,the wall may Icorporae a head-of-wall Joint system constructed as specified In the HW Series mint Systems In the UL Fire Resistance Directory.The wed shag h Wde the following construction features: A.Floor Runner—Floor names of wall assembly may consist of either wood studs orsteel thermal studs.Steel Haters to consist of gain steel channels sired to accommodate steel studs (firm 2C).Floor runner may also consist of nom 2 by 4 In.(51 by 102 mm)lumber.Runners secured with steel fasteners spaced max 24 In.(610 mm)OC. IL Studs—Wal homing may consist of ether wood studs orated chant studs.Wood souls to consist of nom 2 by 4 In.(51 by 102 mm)lumber spaced max 16 In.(406 mm)OC.Sted studs to be min 3.1/2 I.(89 mm)wide and spaced max 24 In.(610 mm)OC. C.Gypsum Board*—Gypsum board installed to a min tots thickness of 5/8 or 1-1/4 in.(16 or 32 mm)on each side of wall for a 1 or 2 hr rated wet,respectively.Wall to be constructed as specilled In the Idividual Design In the UL Fire Resistance Directory,except that a mar 1 In.(25 man)gap sial be maintained between the bottom of gypsnn board end top of concrete floor. The ho"*ratings of the Joint ayatawm are egrralto the Italy fire rating of the wal assembly. 3.Fir Veld er Cavity Materbi*-saabnt—Max separation between top of floor and bottom of gypsum board is 1 In.(25 mm).Min 5/8 In.(16 mm)t icFmess of ts material installed on each skis of the wall between,the bottom of the gypsum board and the top of the concrete floor,Posh with each surface of t e wall. MUCO BIC—Self Sea]GG-200 *Bearing the UL Classification Mark Last Undated on 2013-11-25 1 of 2 4/7/2014 6:13 PM BXUV.U465-Fire-resistance Ratings-ANSVUL 263 http://database.ul.com/cgi-bin/ulwobALISEXT/IFRAME/FircResistance... Fire-resistance Ratings -ANSIML 263 See General Information for Fire-resistance Ratings-ANSI/UL 263 0_esig_n No. U466 ') March 07, 2014 00 RE f.. 1. Floor and Coiling Runners—(Not shown)—Channel shaped runners, 3-5/8 in. deep(min), 1-1/4 in. legs,formed from min No.25 MSG gals steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. 1A. Framing Members*—Floor and Coiling Runners—(Not shown)—As an alternate to Item 1 - Channel shaped, min 3-5/8 in. deep, attached to floor and ceiling with fasteners 24 in. OC. max. ALLSTEEL&GYPSUM PRODUCTS INC—Type SUPREME Framing System CONSOLIDATED FABRICATORS CORP,BUILDING PRODUCTS DIV—Type SUPREME Framing System QUAIL RUN BUILDING MATERIALS INC—Type SUPREME Framing System SCAFCO STEEL STUD MANUFACTURING CO—Type SUPREME Framing System STEEL CONSTRUCTION SYSTEMS INC—Type SUPREME Framing System UNITED METAL PRODUCTS INC—Type SUPREME Framing System I B. Framing Members*-Floor and Coiling Runners—Not shown-In lieu of Item I —For use with Item 213,proprietary channel shaped runners, 1-1/4 in.wide by min 3-5/8 in. deep fabricated from min 0.020 in.thick gaiv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max CALIFORNIA EXPANDED METAL PRODUCTS CO—Viper:20m Track 1 of 13 3/10/2014 4:21 PM BXUV.U465-Fire-resistance Ratings-ANSVUL 263 http://database.ul.com/cgi-bin/ulweb/LISEXT/IFRA IE/FireResistance... CRACO MFG INC—SmarterTrack20Tm, SmartTrack20Tm MARINOMARE,DIV OF WARE INDUSTRIES INC—Viper20Tm Track PHILLIPS MFG CO L L C—Viper20Tm Track 1 C. Floor and Ceiling Runners—(Not shown�—For use with Item 2C-Channel shaped,fabricated from min 20 MSG corrosion-protected or gaiv steel, min depth to accommodate stud size,with min 1 in. long legs, attached to floor and ceiling with fasteners spaced max 24 in. OC. 1 D. Framing Members*—Floor and Ceiling Runners—Not shown-In lieu of Items 1 through 1 C— For use with Item 2D and 4G only, proprietary channel shaped runners, 1-1/4 in. deep by min 3-5/8 in. wide fabricated from min 0.018 in.thick gaiv steel,attached to floor and ceiling with fasteners spaced 24 in. OC max. CLARKDIETRICH BUILDING SYSTEMS—CD ProTRAK DMFCWBS L L C—ProTRAK MBA BUILDING SUPPLIES INC—ProTRAK RAM SALES L L C—Ram ProTRAK SOUTHEASTERN STUD&COMPONENTS INC—ProTRAK STEEL STRUCTURAL SYSTEMS L L C—Tri-S ProTRAK 1 E. Framing Members*—Floor and Ceiling Runners—Not shown-In lieu of Items 1 through 1 D— For use with Item 2E and 41 only, proprietary channel shaped runners, 1-1/4 in.deep by min 3-5/8 in. wide fabricated from min 0.018 in.thick gaiv steel,attached to floor and ceiling with fasteners spaced 24 in. OC max. TELLING INDUSTRIES L L C—TRUE-TRACKTm 1 F. Framing Members*—Floor and Ceiling Runners—Not shown-In lieu of Items 1 through 1 E— For use with Item 2, channel shaped runners, 1-1/4 in. deep by min 3-5/8 in.wide fabricated from min 25 MSG steel, attached to floor and ceiling with fasteners spaced 24 in.OC max. KIRII (HONG KONG)LTD—Type KIRII 2 of 13 3/10/2014 4:21 PM BXUV.U465-Fire-resistance Ratings-ANSI/UL 263 http://database.ul.com/cgi-bin/ulweb/LISEXT/1FRA IE/FireResistance... 1 G. Framing Members*—Floor and Ceiling Runners—Not shown-In lieu of Items 1 through 1 F— For use with Item 2, channel shaped runners, 1-1/4 in.deep by min 3-5/8 in.wide, attached to floor and ceiling with fasteners spaced 24 in. OC max. STUDCO BUILDING SYSTEMS—CROCSTUD Track 1 H. Floor and Ceiling Runners—(Not shown)—Channel shaped,fabricated from min 0.02 in. gaiv steel, min width to accommodate stud size,with min 1 in. long legs,for use with studs specified below and fabricated from min 0.02 in. gaiv steel or thicker, attached to floor and ceiling with fasteners spaced max 24 in. OC. MARINOIWARE,DIV OF WARE INDUSTRIES INC—Viper20Tm Track VT100. 11. Framing Members*-Floor and Ceiling Runners—Not shown-In lieu of Item 1 —For use with Item 2H, proprietary channel shaped runners, 1-1/4 in.wide by min 3-5/8 in. deep fabricated from min 0.020 in.thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. TELLING INDUSTRIES L L C—Viper20Tm Track 2.Steel Studs—Channel shaped, 3-5/8 in.deep(min),formed from min No.25 MSG galv steel spaced 24 in. OC max. Studs to be cut 3/4 in. less than assembly height. 2A. Framing Members*—Steel Studs—As an alternate to Item 2-Channel shaped studs, min 3-5/8 in. deep, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height. ALLSTEEL&GYPSUM PRODUCTS INC—Type SUPREME Framing System CONSOLIDATED FABRICATORS CORP,BUILDING PRODUCTS DIV—Type SUPREME Framing System QUAIL RUN BUILDING MATERIALS INC— Type SUPREME Yp Framing System SCAFCO STEEL STUD MANUFACTURING CO—Type SUPREME Framing System STEEL CONSTRUCTION SYSTEMS INC—Type SUPREME Framing System UNITED METAL PRODUCTS INC—Type SUPREME Framing System 26. Framing Members*-Steel Studs—Not shown-In lieu of Item 2—For use with Item 113, proprietary channel shaped steel studs, 1-1/4 in.wide by min 3-5/8 in.deep fabricated from min 0.020 in.thick gals steel. Studs cut 3/4 in. less in length than assembly height. CALIFORNIA EXPANDED METAL PRODUCTS CO—Viper20m 3 of 13 3/10/2014 4:21 PM BXUV.U465-Fire-resistance Ratings-ANSI/UL 263 http://database.ul.com/cgi-bin/ulweb/LISEXT/IFRAME/FireResistance... CRACO MFG INC—SmarterStud20Tm, SmartStud20Tm MARINOWfARE,DIV OF WARE INDUSTRIES INC—Viper20Tm PHILLIPS MFG CO L L C—Viper20Tu 2C.Steel Studs—(As an alternate to Item 2, For use with Item 4E) Channel shaped,fabricated from min 20 MSG corrosion-protected or gals steel, 3-1/2 in. min depth, spaced a max of 16 in. OC. Studs friction-fit into floor and ceiling runners. Studs to be cut 5/8 to 3/4 in. less than assembly height. 21). Framing Members*—Steel Studs—As an alternate to Items 2 through 2C-For use with Item 1 D and 4G only, channel shaped studs, min 3-5/8 in.wide fabricated from min 0.018 in.thick gaiv steel, spaced a max of 24 in. OC. Studs to be cut 1/2 in. less than assembly height. CLARKDIETRICH BUILDING SYSTEMS—CD ProSTUD DMFCWBS L L C—ProSTUD MBA BUILDING SUPPLIES INC—ProSTUD RAM SALES L L C—Ram ProSTUD SOUTHEASTERN STUD&COMPONENTS INC—ProSTUD STEEL STRUCTURAL SYSTEMS L L C—Tri-S ProSTUD 2E. Framing Members*—Steel Studs—As an alternate to Items 2 through 213-For use with Item 1 E and 41 only, channel shaped studs, min 3-5/8 in.wide fabricated from min 0.018 in.thick gaiv steel, spaced a max of 24 in. OC. Studs to be cut 1/2 in. less than assembly height. TELLING INDUSTRIES L L C—TRUE-STUDTm 2F. Framing Members*—Steel Studs—As an alternate to Items 2 through 2E-For use with Item 1 F, channel shaped studs, min 3-5/8 in.wide fabricated from min 25 MSG steel, spaced a max of 24 in. OC. Studs to be cut 1/2 in. less than assembly height. KIRII (HONG KONG)LTD—Type KIRII 2G. Framing Members*-Steel Studs—Not shown-In lieu of Item 2 through 2F-For use with Item 1 G. Proprietary channel shaped studs, minimum 3-5/8 in.wide, Studs to be cut 1/2 in. less than the assembly height. 4 of 13 3/10/2014 4:21 PM BXUV.U465-Fire-resistance Ratings-ANSI/UL 263 http://database.ul.com/egi-bin/ulweb/LISEXT/1FRAME/FireResistance... STUDCO BUILDING SYSTEMS—CROCSTUD 2H. Framing Members*-Steel Studs—Not shown-In lieu of Item 2—For use with Item 11, proprietary channel shaped steel studs, 1-1/4 in.wide by min 3-5/8 in. deep fabricated from min 0.020 in.thick galy steel. Studs cut 3/4 in. less in length than assembly height. TELLING INDUSTRIES L L C—Vpe120Tm 3. Batts and Blankets*—(Optional)—Mineral wool or glass fiber batts partially or completely filling stud cavity. See Batts and Blankets(BZJZ)category for names of Classed companies. 3A. Fiber,Sprayed*—As an alternate to Batts and Blankets(Item 3)—(100%Borate Formulation)— Spray applied cellulose material.The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product with a nominal dry density of 2.7 IWO.Alternate Application Method:The fiber is applied without water or adhesive at a nominal dry density of 3.5 Ib/ft3, in accordance with the application instructions supplied with the product. U S GREENFIBER L L C—INS735&INS745 for use with wet or dry application. INS765LD and INS770LD are to be used for dry application only. 3B. Fiber,Sprayed*—As an alternate to Batts and Blankets(Item 3)and Item 3A-Spray applied cellulose insulation material.The fiber is applied with water to interior surfaces in accordance with the application instructions supplied with the product.Applied to completely fill the enclosed cavity. Minimum dry density of 4.3 pounds per cubic ft. NU-WOOL CO INC—Cellulose Insulation 3C. Fiber,Sprayed*—As an alternate to Batts and Blankets(Item 3)-Spray applied cellulose fiber. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product.The minimum dry density shall be 4.30 Ibs*3. INTERNATIONAL CELLULOSE CORP—Celbar-RL 3D. Batts and Blankets*—For use with Item 8. Nom 3 in.thick, minimum 3.4 pcf mineral wool batts, friction fit between the studs and floor and ceiling runners. See Batts and Blankets(BZJZ)category for names of manufacturers. 4.Gypsum Board*—5/8 in.thick,4 ft wide,attached to steel studs and floor and ceiling track with 1 in. long,Type S steel screws spaced 8 in. OC. along edges of board and 12 in. OC in the field of the board.Joints oriented vertically and staggered on opposite sides of the assembly.When attached to item 6(resilient channels)or 6A or 6C(furring channels), gypsum board is screw attached to furring channels with 1 in. long,Type S steel screws spaced 12 in. OC. ACADIA DRYWALL SUPPLIES LTD—Type X AMERICAN GYPSUM CO—Types AG-C,AGX-1, M-Glass 5 of 13 3/10/2014 4:21 PM BXUV.U465-Fire-resistance Ratings-ANSUUL 263 http://database.ul.com/cgi-bin/ulweb/LISEXT/IFRAME/FireResistance... BEIJING NEW BUILDING MATERIALS PUBLIC LTD CO—Type DBX-1. CGC INC—Types AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX,WRC or WRX. CERTAINTEED GYPSUM INC—Types 1, EGRG, GlasRoc, Type X, Type C, SilentFX, 5/8"Easi-Lite Type X. CERTAINTEED GYPSUM CANADA INC—Type C,Type X,Type Abuse-Resistant, 5/8"Easi-Lite Type X. GEORGIA-PACIFIC GYPSUM L L C—Types 5,6, 9, C, DAP, DD, DA, DAPC, DGG, DS, GPFS6, LS, ,Type X,Veneer Plaster Base-Type X, Water Rated-Type X, Sheathing-Type X, Soffit-Type X, TG-C, GreenGlass Type X,Type X ComfortGuard Sound Deadening Gypsum Board,Type LWX, Veneer Plaster Base-Type LWX, Water Rated-Type LWX, Sheathing Type-LWX, Soffit-Type LWX,Type DGLW,Water Rated-Type DGLW,Sheathing Type-DGLW, Soffit-Type DGLW,Type LW2X,Veneer Plaster Base-Type LW2X,Water Rated-Type LW2X, Sheathing-Type LW2X, Soffit-Type LW2X, Type DGL2W,Water Rated-Type DGL2W, Sheathing-Type DGL2W. CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C—Types LGFC2, LGFC2A, LGFC6, LGFC6A, LGFC-C, LGFC-C/A, LGFC-WD, LGLLX. NATIONAL GYPSUM CO—Types FSK, FSK-C, FSK-G, FSW C, FSW-G, FSW, FSW 3, FSW1 5, FSW-6, FSL. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM—Types PG-C, PG-9,PGA 1, PGS-WRS. PANEL REY S A—Types GREX, PRX, RHX, MDX, ETX. SIAM GYPSUM INDUSTRY(SARABURI)CO LTD—Type EX-1 THAI GYPSUM PRODUCTS PCL—Type X,Type C. UNITED STATES GYPSUM CO—Type AR, C, FRX-G, IP AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRC,WRX, USGX(Joint tape and compound, Item 5, optional for use with Type USGX). USG MEXICO S A DE C V—Type AR, C, IP AR, IP-X1, IP-X2, IPC AR, SCX, SHX,WRC or WRX. 6 of 13 3/10/2014 4:21 PM BXUV.U465-Fire-resistance Ratings-ANSKM 263 http://database.ul.com/cgi-bin/ulweb/LISEXT/IFRAME/FireResistance... 4A.Gypsum Board*—(As alternate to Item 4)-Nom 5/8 in.thick gypsum panels with beveled, square or tapered edges, applied vertically or horizontally.Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered or backed by steel framing. Panels attached to steel studs and floor runner with 1 in. long Type S steel screws spaced 8 in. OC when applied horizontally,or 8 in. OC along vertical and bottom edges and 12 in. OC in the field when panels are applied vertically.When used in widths other than 48 in., gypsum panels to be installed horizontally. CGC INC—Types AR, C, IP-AR, IP-X1, IP-X2, IPC AR, SCX, SHX,WRC or WRX. CERTAINTEED GYPSUM INC—Type X,Type C,Type EGRG/GlasRoc. CERTAINTEED GYPSUM CANADA INC—Type X,Type C,Type EGRG/GlasRoc. GEORGIA-PACIFIC GYPSUM L L C—Types DAP, DAPC, DGG, DS. CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C—Type LGFC6A, LGFC-C/A THAI GYPSUM PRODUCTS PCL—Type X,Type C. UNITED STATES GYPSUM CO—T ype AR, C, FRX-G, IP-AR, IP-X1, IP-X2, IPC AR, SCX, SHX, WRC,WRX, , USGX(Joint tape and compound, Item 5, optional for use with Type USGX). USG MEXICO S A DE C V—Type AR, C, IP AR, IP-X1, IP-X2, IPC-AR, SCX, SHX,WRC or WRX. 4B.Gypsum Board*—(As an alternate to Items 4 or 4A)—Nom 3/4 in.thick,4 ft wide, installed as described in Item 4A with screw length increased to 1-1/4 in. CGC INC—Types AR, IP-AR. UNITED STATES GYPSUM CO—Types AR, IP AR. USG MEXICO S A DE C V—Types AR, IP-AR. 4C. Gypsum Board*—As an alternate to Items 4,4A,and 413-Nom. 5/8 in.thick gypsum panels,with square edges, applied horizontally. Gypsum panels fastened to framing with 1 in. long bugle head steel screws spaced a max 8 in. OC,with last 2 screws 3/4 in. and 4 in.from each edge of board. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs on interior walls need not be staggered or backed by steel framing. 7 of k3 3/10/2014 4:21 PM BXUV.U465-Fire-resistance Ratings-ANSI/UL 263 http://database.ul.com/cgi-bin/ulweb/LISEXT/1FRAME/FireResistance... GEORGIA-PACIFIC GYPSUM L L C—GreenGlass Type X. 4D. Gypsum Board*—As an alternate to Items 4,4A,413, and 4C-Nom. 5/8 in.thick gypsum panels applied vertically or horizontally. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered or backed by steel framing. Gypsum panels fastened to framing with 1 in. long Type S steel screws 8 in. OC along vertical edges and 12 in. OC in the field when panels are applied vertically, or 1-1/2 in.from board edges, 3 in.from board edge and every 8 in. OC in the field when applied horizontally. Screws spaced a max 12 in. along the top and bottom edges of the wall. NATIONAL GYPSUM CO—Types FSK, FSK-C, FSK-G, FSL, FSW-C, FSW-G, FSW, FSW-5, FSW-6, FSMR-C. 4E.Gypsum Board*—(As an alternate to Items 4 through 4D)-Installed as described in Item 4. 5/8 in.thick,4 ft.wide, paper surfaced, applied vertically only and fastened to the studs and plates with 1 in. long,Type S steel screws spaced, 8 in.OC. Not to be used with item 6. NATIONAL GYPSUM CO—SoundBreak XP Type X Gypsum Board 4F. Gypsum Board*—(Not Shown)-(As an alternate to Item 4 when used as the base layer on one or both sides of wall. For direct attachment only to steel studs Item 2C)-Nom 5/8 in.thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically.Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Gypsum board secured to studs with 1-1/4 in. long Type S-12 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. RAY-BAR ENGINEERING CORP—Type RB-LBG 4G. Gypsum Board*—(As an alternate to Items 4 through 4F)—For use with Items 1 D and 2D only, 5/8 in.thick,4 ft wide,attached to steel studs and floor and ceiling track with 1 in. long,Type S steel screws spaced 8 in. OC. along edges of board and 12 in. OC in the field of the board. Joints oriented vertically and staggered on opposite sides of the assembly. CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C—Type LGFC6A, LGFC-C/A NATIONAL GYPSUM CO—Types FSW UNITED STATES GYPSUM CO—Type SCX 4H. Gypsum Board*—(As an alternate to Items 4 through 4G)—Nominal 5/8 in.thick,4 ft wide panels, applied vertically and secured as described in Item 4. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM—Type QuietRock ES. 41.Gypsum Board*—(As an alternate to Items 4 through 4F)—For use with Items 1 E and 2E only, 5/8 in.thick,4 ft wide,attached to steel studs and floor and ceiling track with 1 in. long,Type S steel screws spaced 8 in. OC. along edges of board and 12 in. OC in the field of the board.Joints oriented vertically and staggered on opposite sides of the assembly. 8 of 13 3/10/2014 4:21 PM BXUV.U465-Fire-resistance Ratings-ANSVUL 263 http://database.ul.com/cgi-bin/ulwcb/LISEXT/1FRAME/FireResistance... UNITED STATES GYPSUM CO—Type SCX 4J.Gypsum Board*—(Not Shown)-(As an alternate to Item 4 when used as the base layer on one or both sides of wall. For direct attachment only to steel studs Item 2C)-Nom 5/8 in.thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically.Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Gypsum board secured to studs with 1-1/4 in. long Type S-12 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field.To be used with Lead Batten Strips(see Item 9A)or Lead Discs(see Item 10A). MAYCO INDUSTRIES INC—Type X-Ray Shielded Gypsum 4K. Gypsum Board*—(As an alternate to Item 4 and 4A, not for use with Items 1 D, 1 E,2D and 2E)- Nom. 5/8 in.thick gypsum panels with beveled, square or tapered edges installed as described in Item 4 and 4A. CGC INC—Type ULX UNITED STATES GYPSUM CO—Type ULX USG MEXICO S A DE C V—Type ULX 4L. Gypsum Board*—(Not Shown)-(As an alternate to Item 4 when used as the base layer on one or both sides of wall. For direct attachment only to steel studs Item 2C). Nom 5/8 in.thick lead backed gypsum panels with beveled, square or tapered edges,applied vertically.Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs.Wallboard secured to studs with 1-1/4 in. long Type S-12 steel screws gypsum panel steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. Lead batten strips required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations. Lead batten strips, min 2 in.wide, max 8 ft long with a max thickness of 0.14 in. placed on the face of studs and attached to the stud with construction adhesive and two 1 in. long Type S-12 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead discs, nominal 3/8 in. diam by max 0.085 in.thick. Compression fitted or adhered over the screw heads. Lead batten strips and discs to have a purity of 99.9%meeting the Federal specification QQ-L-201 f, Grade"C. RADIATION PROTECTION PRODUCTS INC—Type RPP-Lead Lined Drywall 4M. Gypsum Board*—(For use with Item 8)-5/8 in.thick,4 ft wide, applied vertically over Mineral and Fiber Board (Item 8)with vertical joints located anywhere over stud cavities. Secured to mineral and fiber boards with 1-1/2 in.Type G Screws spaced 8 in. OC along edges of each vertical joint and 12 in. OC in intermediate field of the Mineral and Fiber Board(Item 8). Secured to outermost studs and floor and ceiling runners with 2 in. long Type S screws spaced 8 in. OC. Gypsum Board joints covered with paper tape and joint compound. Screw heads covered with joint compound. AMERICAN GYPSUM CO—Type AG-C CERTAINTEED GYPSUM INC—Type FRPC,Type C 9 of 13 3/10/2014 4:21 PM BXUV.U465-Fire-resistance Ratings-ANSUUL 263 http://database.ul.com/cgi-bin/ulwebALISEXT/IFRAME/FireResistance... CERTAINTEED GYPSUM CANADA INC—Type C CGC INC—Types C, IP-X2, IPC-AR GEORGIA-PACIFIC GYPSUM L L C—Types 5, DAPC,TG-C CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C—Types LGFC-C, LGFC-C/A NATIONAL GYPSUM CO—Types FSK-C, FSW C PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM—Type PG-C. PANEL REY S A—Type PRC THAI GYPSUM PRODUCTS PCL—Type C UNITED STATES GYPSUM CO—Types C, IP-X2, IPC AR USG MEXICO S A DE C V—Types C, IP-X2, IPC-AR 4N.Wall and Partition Facings and Accessories*—(As an alternate to Item 4)—Nominal 5/8 in. thick,4 ft wide panels, applied vertically and secured as described in Item 4. PABCO BUILDING PRODUCTS L L C,DBA PABCO GYPSUM—Type QuietRock 527. 40.Gypsum Board*—As an alternate to Items 4,4A,413, and 4C-Two layers Nom. 5/16 in.thick gypsum panels applied vertically or horizontally. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered or backed by steel framing. Horizontal joints on the same side need not be staggered.When applied horizontally, both layers of gypsum board fastened to each side of framing with 1 in. long Type S steel screws spaced 8 in. OC and staggered 4 in. OC between layers.When applied vertically, both layers of gypsum board fastened to each side of framing with 1 in. long Type S steel screws spaced 8 in. OC along vertical edges and 12 in. OC in the field, staggered 4 in. OC between layers. Screws spaced a max 12 in.along the top and bottom edges of the wall. NATIONAL GYPSUM CO—Type FSW. 5.Joint Tape and Compound—Vinyl, dry or premixed joint compound, applied in two coats to joints and screw heads; paper tape,2 in.wide, embedded in first layer of compound over all joints.As an 10 of 13 3/10/2014 4:21 PM BXUV.U465-Fire-resistance Ratings-ANSI/UL 263 http://database.ul.com/cgi-bin/ulweb/LISEXT/1FRAME/FireResistance... alternate, nominal 3/32 in.thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard.Joints reinforced. Paper tape and joint compound may be omitted when gypsum boards are supplied with square edges. 6. Resilient Channel—(Optional-Not Shown)—25 MSG gaiv steel resilient channels spaced vertically max 24 in. OC,flange portion attached to each intersecting stud with 1/2 in. long type S-12 pan head steel screws. May not be used with Item 4F or 4J. 6A.Steel Framing Members(Not Shown)*—As an alternate to Item 6,furring channels and resilient sound isolation clip as described below: a. Furring Channels—Formed of No. 25 MSG gaiv steel.2-9/16 in. or 2-23/32 in. wide by 7/8 in. deep, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels are overlapped 6 in. and tied together with double strand of No. 18 SWG gale steel wire near each end of overlap.As an alternate, ends of adjoining channels may be overlapped 6 in. and secured together with two self-tapping No.6 framing screws, min 7/16 in. long at the midpoint of the overlap,with one screw on each flange of the channel. b. Framing Members*—Used to attach furring channels(Item a)to studs(Item 2). Clips spaced 48 in. OC., and secured to studs with 1-5/8 in.wafer or hex head Type S steel screw through the center grommet. Furring channels are friction fitted into clips. RSIC-1 clip for use with 2-9/16 in.wide furring channels. RSIC-1 (2.75) clip for use with 2-23/32 in.wide furring channels. PAC INTERNATIONAL INC—Types RSIC-1, RSIC-1 (2.75). 6B. Framing Members*—Optional-Not Shown-Used as an alternate method to attach resilient channels(Item 6).Clips attached at each intersection of the resilient channel and the steel studs(Item 2). Resilient channels are friction fitted into clips, and then clips are secured to the stud with min. 1 in. long Type S-12 pan head steel screws through the center hole of the clip and the resilient channel flange. 6C. Framing Members*—(Not Shown)—(Optional on one or both sides)—As an alternate to Item 6,furring channel and Steel Framing Members as described below: a. Furring Channels—Formed of No. 25 MSG galv steel.2-3/8 in.wide by 7/8 in. deep, spaced max. 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Gypsum board attached to furring channels as described in Item 4. b. Steel Framing Members*—Used to attach furring channels(Item 6Ca)to studs(Item 2). Clips spaced max.48 in. OC. GENIECLIPS secured to studs with No. 8 x 1-112 in. minimum self-drilling, S-12 steel screw through the center grommet. Furring channels are friction fitted into clips. PLITEQ INC—Type Genie Clip 6D. Steel Framing Members—(Optional, Not Shown)*-Furring channels and resilient sound isolation clip as described below: a. Furring Channels—Formed of No. 25 MSG gaiv steel.Spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels overlapped 6 in. and secured together with four self-tapping No. 8x1/2 Self Drilling screws(2 per side 1 in. and 4 in.from overlap edge). Gypsum board attached to furring channels as described in Item 4. Side joint furring channels shall be attached to studs with RESILMOUNT Sound Isolation Clips- 11 of 13 3/10/2014 4:21 PM BXUV.U465-Fire-resistance Ratings-ANSI/UL 263 http://database.ul.com/cgi-bin/ulweb/LISEXT/IFRAME/FireResistance... Type A237R located approximately 2 in.from each end of length of channel. Both Gypsum Boards at side joints fastened into channel with screws spaced 8 in. OC, approximately 1/2 in.from joint edge. b.Steel Framing Members*—Resilient sound isolation clip used to attach furring channels(Item 6Da)to studs. Clips spaced 24 in. OC., and secured to studs with No. 10 x 2-1/2 in. coarse drywall screw through the center hole. Furring channels are friction fitted into clips. STUDCO BUILDING SYSTEMS—RESILMOUNT Sound Isolation Clips-Type A237R 7.Wall and Partition Facings and Accessories*—(Optional, Not shown)—Nominal 1/2 in.thick,4 ft wide panels,for optional use as an additional layer on one or both sides of the assembly. Panels attached in accordance with manufacturer's recommendations.When the QR-510 panel is installed between the steel framing and the UL Classified gypsum board,the required UL Classified gypsum board layer(s)is/are to be installed as indicated as to fastener type and spacing, except that the required fastener length shall be increased by a minimum of 1/2 in. Not evaluated or intended as a substitute for the required layer(s)of UL Classed Gypsum Board. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM—Type QuietRock QR-510. 8. Mineral and Fiber Board*—(Optional, Not shown)—For optional use as an additional layer on one side of wall. Nom 1/2 in.thick,4 ft wide with long dimension parallel and centered over studs. Attached to studs and floor and ceiling runners with 1-5/8 in. long Type S steel screws,spaced 12 in. OC and 24 in. OC along all intermediate framing.The required UL Classified gypsum board layer(Item 4M)is to be installed over the Mineral and Fiber Boards. Batts and Blankets, Item 3D, and Adhesive, Item 11,are required. HOMASOTE CO—Homasote Type 440-32 9. Lead Batten Strips—(Not Shown, For Use With Item 4E)-Lead batten strips, min 1-1/2 in.wide, max 10 ft long with a max thickness of 0.125 in. Strips placed on the interior face of studs and attached from the exterior face of the stud with two 1 in. long Type S-12 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead batten strips to have a purity of 99.9%meeting the Federal specification QQ-L-201f, Grade"C". Lead batten strips required behind vertical joints of lead backed gypsum board (Item 4E)and optional at remaining stud locations. Required behind vertical joints. 9A. Lead Batten Strips—(Not Shown,for use with Item 4J)Lead batten strips,2 in.wide, max 10 ft long with a max thickness of 0.140 in. Strips placed on the face of studs and attached to the stud with two min. 1 in. long min.Type S-8 pan head steel screws, one at the top of the strip and one at the bottom of the strip or with one min. 1 in. long min.Type S-8 pan head steel screw at the top of the strip. Lead batten strips to have a purity of 99.5%meeting the Federal specification QQ-L-201f, Grades"B, C or D". Lead batten strips required behind vertical joints of lead backed gypsum wallboard (Item 4J)and optional at remaining stud locations. 10. Lead Discs or Tabs—(Not Shown, For Use With Item 4E)-Used in lieu of or in addition to the lead batten strips(item 8)or optional at other locations-Max 3/4 in.diam by max 0.125 in.thick lead discs compression fitted or adhered over steel screw heads or max 1/2 in. by 1-1/4 in. by max 0.125 in. thick lead tabs placed on gypsum boards(Item 4E) underneath screw locations prior to the installation of the screws. Lead discs or tabs to have a purity of 99.9%meeting the Federal specification QQ-L-201f, Grade"C'. 10A. Lead Discs—(Not Shown,for use with Item 4J)Max 5/16 in. diam by max 0.140 in.thick lead 12 of 13 3/10/2014 4:21 PM BXUV.U465-Fire-resistance Ratings-ANSUUL 263 http://database.ul.com/cgi-bin/ulwebALISEX`T/lFRAME/FireResistance... discs compression fitted or adhered over steel screw heads. Lead discs to have a purity of 99.5% meeting the Federal Specification QQ-L-201f, Grades"B, C or D". 11.Adhesive—Not Shown-(For use with Item 8)-Construction grade adhesive applied in vertical, serpentine, nominal 3/8 in.wide beads down the length of both vertical edges of Mineral and Fiber Board (Item 8). 'Bearing the UL Classification Mark Last Updated on 2014-03-0, 13 of 13 3/10/2014 4:21 PM parametrY Pmdud Desuiption Create innovative spaces with lightweight and expandable Parametre 3D-textile systems. Made of 100%non-woven polyester,this flexible textile can be used in a variety of residential and commercial applications. �'fficabon PATTERNS PRODUCT INFORMATION Innovative 3D textile system,redefining space.Create shade,shadow+ light with Parametre-by 3form. • 100%Polyester •Commercial+Residential Applications • Horizontal/Vertical Systems •Class A Fre Rated MEGA HEXA QUAD • Greenguard Indoor Air Quality Certified COLORS •Three Standard Sizes Ag7aunl77t BiBg77e •Custom Sizing up to 14'W x 14'L Canvas Charcoal • W Treated Colonial Blaecoel prey coffee Bean Eggshell White Green Apple •Anti-Microbial+Anti-Static saes Suver Metallic •Cleans Easily Terracotte •Standard Hardware Included for Quick Installation •Cable Hardware Available Hardware • Drop Ceiling Hardware Available STANDARD HARDWARE INCLUDED FOR QUICK INSTALLATION SIZES SCREEN SCREYYS p Any size up to 14'W x 14'L 'Custom Lengths greater than Ware also available. 2'X8' 4'Xe' exs 5500 rmn 7200 mIn tao0 m,n VELCRO 14'x14' SPACERS ffnEEL avis ANCHORS END CAM 1MAwwrs n APRIL 23 20131 MAN-040 I MATSPEC-PARAMEM E I REV 011 '� FLAMMABILITY S SMOKE TEST RESULTS- b.Fasten magnets to the ceiling BUILDING CODE APPROVALS Parametre has been independently tested and meets the criteria for approved interior finishes and textile materials as described in the 2009 International Building Code®. ®qqq TEST 3FORM PARAMETRE GRADE 1 RESULT ASTM E84-03 Flame Spread 0 Class A:0-25 .0 Smoke generated 30 <450 NEPA 701 Method 1 Pass Meets requirements Method 2 Pass Meets rewirements O TEST WORM PARAMEIRE GRADE 2 RESULT ASTM E84-03 Flame Spread 0 Claw n G-25 Smoke generated 120 <450 NFPA 701 Method 1 Pass Meets requirements Method 2 Pass Melte rewremeras c.Slide the steel bars through the top and the bottom of the screen. Cilwning IrabucHms Place the end caps on each end of the steel bars. Remove dust with compressed air or feather duster.Remove dirt with spot treatment or by rinsing with water(mild detergent solution only) Standard Installation TOOLS NEEDED Bits 1.INSTALL PARTITION Phillips Screw Driver a.Using the steel bar as a template,position it in the desired location d.Suspend the screen from the magnets on the ceiling and drill holes into the ceiling according to the pre-drilled holes in the bar. 0. 0 '1 APRIL 23 2013 1 MAN-M I MATSPEC-PARAMEfRE I REV 011 2 e.Lower the screen to the floor Grid Installation Using a ceiling clip every T-0"(0.9m)Is recommended.Drawing shows additional parts needed for this type of installation.Standard installa- tion will have the Parametre bar and screen in-line with the ceiling T-bar grid.The screen can be installed at an angle to the ceiling grid,but may require additional holes to be drilled into the steel bar on-site to accom- modate the spacing between attachment points. 18�1Gldlbergrid 0 2.SECURE PARTITION(OPTIONAL STEPS) Fasten each end of the top and/or bottom of the steel bars a �o�re mn � R�eo34o.2a3 bddi 9 vat"rem es Cable Installadon Using a cable every 2'-0"(0.6m)is recommended.Drawing shows ad- ditional parts needed for this type of Installation. o Cable /Tenter 3-16-1639-K wi613-16-3001 4 '� cmle,ne•• 3-16-1874 2n connecW 2.SECURE PARTITION(OPTIONAL STEPS) Fasten each end of the top and/or bottom of the steel bars ® Top�'Br End c�c 3-08-1878-K 31� 1� Sted Bar APRIL 23 20131 MM-W I MATSPEC•PARAMETRE I REV 011 '3 Lift is an alternative to the standard hardware system.It Is a cordless lift- ing system that allows Parametre to be raised and lowered at the touch of a finger.Extended lead-times and additional costs apply. �YJ "Custom Sizing up to 10'wide x 7'long(3m wide x 2.1 m long) He"1nit1 Fahrk-Covered d B�� �` V2SM End fad— V �s APRIL 23 20131 MM-WO I MATSPW-PARAMETRE REV 011 4