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HomeMy WebLinkAboutNOA - Roll Up DoorTHIS X PRODOCT APPROVAL TRUSS LAYOUT ✓v Yam. `�ti'.�v: GO ix DEPARTMENT OF REGULA' BOARD AND CODE ADAIINI IS APPROVED FORr—\-�, JE\2 fir: IiIAMI-DADE COUNTY O t-A ll\L--.o r, L q e-Uc PRODUCT CONTROL'SECTION 805 SW 26 Street, Room 208 1 Miami, Florida 33175-2474 �mvrM= O, (786) 315 2590 F (786) 315-2599 NOTICE OF ACCEPTANCE S-.-Z, 16 Nvww.nil.-imidfkde.gov/ecoiiotiiv Rolling Door Industries LLC 8214 NW 64 Street Miami, FL 33166 SCOPE: This NOA is bring issued under the applirabJr. ruJes and mgjAzliaw governing the use ctf ran�struetiau materials. The documentation submitted has been reviewed and accepted by Miami -Dade Coumty RER-Product.Control Section to be used in Miami Dade County' and other areas where allowed by the Authority Having Jurisdiction (AHJ): This NOA shall not be valid after the expiration date stated below. The Miamii-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or miaterial fails to perform. in -the accepted manner, the manufacturer will incur the expense of such testing and the AHJf may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, inchtdiiig the High Velocity Hurricane Zone. DESCRIPTION: 20 Gage Slat Steel Roll -up Door up to 26'-0" Wide APPROVAL DOCUMENT: Drawing No.13-020, titled "26'-0" Maximwn Wide, 20 Gage Slat Roll -up Door", sheets l through 3 of 3 (including sheet 1A), dated 02/26/2013,.p�repared by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., P.E., bearing the Miami -Dade County Proaluct Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade ,County Product Control Section. MISSILE IMPACT RATING: Lange and Small Missile Impact Resistant LABELING: A permanent Iabel with the manufacturer's name or logo, city, state, model/series number, the pasi6w and negative design pmmfw ratrrrg, indicate impact rated if-appReable, ih-, aRation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. RENEWAL of this NOA shall be considered after a renewal application has lbeen filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there-1as been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this N0jA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be 4one in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the reo�uest of the Building, 0 ,scial. This NOA consists of"this page I and evidence page ] - l , as well as F octtIt stied 10, The submitted documentation Nvas reviewed by Carlos M. Utrera, P.E W:. NOA No.13-0226.07 Expiration Date: May 23, 2018 0/1 f f s/ �� 13 Approval Date: May 23, 2013 (// Page 1 Rolling Door Industries LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. I3rawing No.13-020, titled "26%0"' Maximum Wide, 20 Gage Slat Roll -up Door' sheets 1 through 3 of 3 (including sheet 1A), dated 02/2612013, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4)'Fwttd Evt7. Ttst, ptty F'BC 7.411 3 Z.1, `SAS TaV94 5) Tensile Test per ASTM A370-05, along with installation diagram of Series HV 2620 Rooll-up 20 Gauge Slat Doors, prepared by Fenestration Testing Laboratory, Inc, Test Report No. FTL-6444, dated 02/23/2011, signed and sealed by Marlin D. Brinson, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by Tilteco, Inc, dated 02/26/2013, signed and sealed by Walter A. Tillit, Jr., P.E. D. QUALITYASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to 2010 FBC issued by Tilteco, Inc, dated 02/26/2013, signed and sealed by Walter A. Tillit, Jr., P.E. 2.. Statement letter of no financial interest, issued by Tilteco, Inc, dated 02/26/2013, signed and sealed by Walter A. Tillit, Jr., P.E. o✓/y���t3 Carlos M. Utrera, P.E. Product Control Examiner R�43A.�o. 3.3.A216 43 Expiration Date: May 23, 2018 Approval Date: May 23, 2013 E-1 GENERAL NOTES: 1— ROLL —UP DOOR SIIOMN ON THIS PRODUCT AypROVAL DOCUMENT (PAD.) HAS BEEN VERIFIED FOR CODE COMPLIANCE IN ACCORDANCE WITH THE 2010 EDITION OF THE FLORIDA BUILDING CODE. ' DESIGN WIND LOADS SHALL BE OETEHMINED AS PER SECTION 1620 OP THE ABOVE MENTIONED CODE, USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON NOTE 1- IN ROLL —UP DOORS APEOUACY FOR IMPACT AND FATIGUE RESISTANCE IIM BEEN VERIFIED IN ACCORDANCE WITH SECTION 1026 OF THE ABOVE MENTIONED CODE AS PEO FENESTRATION TESTING LABORATORY, INC. REPORT # 6444, PER TA4-201, TAS-202 & TAS-203 PROTOCOLS. CAX, A.S.D. DESIGN PRESSURE RATING: +j0.0, -70.0 PSF 24LAT TO BE A.S.TM A-953 NH 4B 9TRUCiUIGtL QUALITY STEEL WITH MIN Fy = 49.9 ksl. ANO 6-9B GALVANIZING PER AS•T•M. A-653, OR A,I.S.I. 304 SERIES STAINLESS STEEL MANUFACTURED OATH A MINIMUM YIELD STRENGTH OF Fy - 46.9 k91. 3- AL STEEL ANGLES TO BE A.S.T.M. A-36 DESIGNATION, SHOP PRIMED AGAINST CORROSION P4iOR TO INSTALLATION. PAINT TO CONFORM TO FEDERAL SPECIFICATIONS CORRE5PONDING TO RED OXIDE PAINT OR EQUAL 4- LYNDLOCKS TO BE I'NALLEABLE IRON" Fy - 42 kSl OR A.I.S.I. DESIGNATION STEEL VI/ FY - 40 LOST., CHROME OR MCKEL PLATED. 5- ALL ASSEMBLY BOLL-S TO BE SAE. GRADE � CADMIUM PLATED OR GALVANIZED STEEL. 6- STEEL WINDBARS Td BE A.S.TIA. A-36 DESIGNATION, SHOP PRIMED FRIOR TO INSTALLATION. PAINT TO CONFORM TO FEDERAL SPECIFICATIONS CORRESPONDING TO REd OBOE PAINT OR EOUAI„ 7— HOOD TO BE 24 GO. A.S.TIA. A-653 DESIGWON G-90 FINISH TYPE COATING. 8— ALL RIVETS TO BE IkLSJ. C1006 SPHERODRED ANNEALED ALUMINUM LOW CARBON COLD HEADING QUALTY STEEL, ZINC PLATED, VI/ 55.0 kst MINIMUM TENSILE STRENGTH, AS MANUFACTURED BY UNIVERSAL RIVET, INP- 9— CONCRETE ANCHORA TO BE AS MANUFACTUTIEO BY HILTI, INC AND POWERS FASTENERS, INC. AND SHALL 0£ INSTALFD FOLLOWING ALL OF T4E RECOMMENDATIONS MD SPECIFICATIONS OF ThE ANCHOR'S MANUFACIURFR. 10— ALL WELDING TO CONFORM TO AMERICAN YIELDING SOCIETY'S AWS P1.1 REGULATIONS. USE A.WS A5.1 OR A5.5 E60XX ELECTRODF.1 MIN. 3/16' FILLET SIZE- 11-- INSULATION MATERIAL SHALL BE EPS—EXPANDED POLYSIYRE14E INSLLATION, MANUFACTURED fly DYPLAST PRODUCTS LLC, W/ MIAMI DADE COUNTY APPROVAL. 12— IT SHAL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THAT THE EXISTING STRUCTURE IS DESIGNED TO SUPPORT Vk AND Vy FORCES AT BOTH JAMBS. SEE SCHEDULE ON SHEET 3 OF 3, FOR V; & VY VALUES. 13— ROLL —UP MECHANISM NOT PART OF THIS APPROVAL. 14— (A) THIS P.A.D. PREPARED BY THIS ENGINEER IS GENERIC AND OOFS NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; I.E. WHERE THE SITE CONDITIONS CEVIATE FROM THE PAD. (B) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION OF THIS PRODUCT BASED ON THIS P.A.D. PROVIDED HE/SHE DOES NOT DEVATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (C) THIS P.A.D. WILL BE CONSIDERED INVALID IF MODIFIED. (D) SITE SPECIFIC PROJECTS RESPONSIBLE FOR THE PROPER USE BE OF THE PAD. ENGD BY A INEER IDA OF REECCORD, ACTIEG NG AS DELEGAT OR ARCHITECT �EINGINEER TOCH WILL COME THE ENGINEERTHE PADENGINEEh SHALLO SUB ITO TO THIS LATTERFOg THE ROJECT ANDTHE SITE WHO WILL BE DRAVINGS FDA REVIEW- (E) THIS P.A.D. SLLALL BEAR THE DATE AN() ORIGINAL SEAL AND SIGNATURE OF THE PROFEtSIONAL ENGINEER OF RECORD THAT PREPARED IT. wv,�ER A. %i "•,e� Florida Building Code (High Veidclty Hurricane Zon4) Ib 11 •(1 c �, •�; `4 02013 MTEM AV 26'-O" MAXIMUM HIDE, 20 GAGE SLAT A a, ppw4td Fla"B die � ''i &4 y_ _"_ ' 7�_ ROLL -UP DOOR DRAM in ROLLING DOOR INDUSTRIES, LLD. S7 ozDATE DATE Dated r+ NOAr 07 M1erO1D .p;' - r r� EC.0INc., OE9 C�01 By '•! � ©': < ,� ss/OFd'i3'k DLLR TE TING $ ENOINEERINO COMPANY — 6w4.IJ7�f�Ym�W OwI AtyL7]tbe AfAt%GYl! FL J -997 71. 33166 PH: J0.5_599: 8977 FAI: JOS-599-8979 1.5-020 •,•• %�A� EB-OD08719 Nu TER A TLLlT Jr. P.E. ORAYAtlO No SHEET I OF 3 !'NA�\�- P F�••A: 1. Ti.NTi-/aATC FLAItoA U / 44167 r1r. GUIDE ry0000 - 4 GA. � (Ol'7lONAL Counlu gltanae Shalt —�•�+ Sorrd Rod DEW 1/2 TYP. POTTOM 84R(D a620' p 20 CA (0.043' -C �� YT/ GALV.) I U 0.5601 PLAN U U ALA OSCALE : 1 2" - 1 t �—QA A 000R {»DrH plot) SECTION A 1/4 -201J/4• CwRI4CE BPLT W Hurl N. T. S.SLIDE BOLT LOCK (1,V^ FA. ENO) Mln E.P• Ah'n. E.D. SEE ANCHOR LECLND (S!, f• µrCf{pR IEGEN Y IC L DOOR ELEV O ON SUE67 J) ON SHEET J)7 2.000 7' NLr.�• �1 n 11 i 7 CONCREIE ANCHOR 11 1( MEE SCHEDULE ON SHf£f OF J) 1 I §TART RRST DOLT AT 4 1 "'FROM BOTH. IXfSRNC UgFi�X6W/1IHT7)NNSELE SCO • 1 I •,• • - J FOR TIC REQUIRED ���- ' •• ' • .• •• 1 12' aG ' a : • '. EjF. Of CYN.L AS UCABLE • L I (ASSSteOLY BOLr 1/2C-2ax11/2• N I/2' F'ROAI BOROM a615' 8A(ANCE. O 12' 0.0 I SLIT .. 1 Jk2k3/16• Cant C it APMNdw GGm0ybZ viAL dr FIMN O (n NOAU - - ,.c 1 MLT1tl D o Lx4Td Control By L_ I•-0.100' L 3 kJkJ/16' ConL `�` E,..4,op , 1UNDLOCK 1 AT LVERY OTH •�`C 1/?kL/2' COAT ¢!AT LNCW�v�YOTTOM BAR(F ffEL fttNO BIR _ I (sE£ DETAIL • • �Ypl" ot•. 12'xi/6' CONr. AA�llka 9¢SUPET EC 1WND flAR TIP. Gal SLOE - R A CMN 91E DOOR O 12'O.G�• ! 1 12' JECT 01 N B—B ��iy/' S1/• SCALE : 3/8• � T' ��ii... ANAL E�....•` EKISRNO 5 REQUIRED I.ftn. --E�1 \ J Ie T 1 O 12• O.G 40 12' O.C. 112' �' 1 1/2 O 12•P.G 1 1 2 8 16 ASSEMBLY BOLT 1/2Y-20x1 11' (FIRST O 7 I/3' fA0 Oli B4LARCE O 12 QC) 1 SLAT L Jf"I'A/16• Cent _ — L J �'ZkJ/16' Conl 0.500 _L CO §TEFL WIND BAR WINOLOCK W-I Ar EIA:RY ORIE,�$,1 SLAT INCLUDING0 0 12. or_ )A8 I 1 2 T J OF J TOR I��2kl/5' COM. -§TEEL SEE SHEEn,P �� SIB �� WIND BAR Mox. SUP ,0p0•.--. FOR A ClM'1 SIZE DOOR O 12' 0.G 1�• 1112 TERIIAZE O S C C—C FRONT WELDI SCALE : 3/8- = I' Florida Building Code (High Velocity Hurricane Zone) 0203 ITCTEW.MIC 26'-0" MAXIMUM VIDE, 20 GAGE SLAT A.o• R47LL-UP DOOR umww sr. ROLLING DOOR INDUSTRIES, LLC, 02/06/+3 IL E C► 0 me. TILUT TES INO u ENGINEERING CONPANY P214 NA 64 ST IIWIG FE. J3166 DATE 13-020 .53 N.M. B. Alw ]Dl vAGVI G�oDT. n. 1N Phar H71-+6]a . Ta• r (AaN++-f 63 P11.• J05-599-9977 FAY. M5-599-9979 - u M-ood— EB-Oa61019 aa� DMMINO 6a WALTL3i 1 TULT ". P.E. FLORIDA U. P 44167 - _ • _ SNCET IA Of 3/16 17/64" 2 Ptq( 1/4 0 N 11 �, BOTTOM eaq SCALE ' 3/8' = 1 i.J7Q• g ,� 2.J75• J_71 '- aL1X�I O J'1I�`Is' D 125• d ",O,f — --a,569' G TYP CAL DLOC W D /L SCALE : J/8" I' Ap�mf u oompl)hW ate � 3 Flare WOMI Fro�retCbcWO! MIM+r' nr COMP NU ENTS BOTTOM SLAT 1/4 Ox 1 1/2" 7HRU 3/161x2' Con(. FLAT -�- BOLT 0 12" O.C. STEEL BAR AT EXTERIOR SID 0 . .sFr.7•ION XI BOTTOM SLAT 'I ' 01—tron) N,T..% d Ir A. lyl `3 ` * I ;• STATI OF ) r Q Q = Florida Building Code (High Velocity Hurricane Zone,.) oxIJ nuem mac 26'-0" MAXIMUM WIDE, 20 GAGE vLAT EOLL-UP DOOR A.0. DRAWN sr: IL E C O me. � TILUi TESTING s ENOINEERINa CON pN7 asv g xP. Et, w. =. =A n• algae R,I,o," , pos�71-Raw .Po. R (w] 11-Ir71 ,mot EB-OMS719006719 WFLTFA A. 1 44 47 FLORIDA U. e. 44107 ROLLING DOOR INDUSTRIES, LkC. 6211 NN 6! ST M4V1, ti J3166 pH.. J09-599-9977 Mf, JA7-399-9979 02/20/i3 DATE l 3-020 ORAMNO H. I� (s ••�'.• ' �� S� P •. lT�G/nd TK ,nt F• 1 - _ . - - SHEET 2 Of 3 Vx & Vy_ REACTIONS &ANCHOR SPACING SCHEDULE MAXIMUM S.D. DESIIN PRESSURE RATING (PSF) DOOR WIDTH (Ft.) SUP (In) Vx (Lb/Ft) Vy (Lb/Ft) MAX. ANCHOR SPACING TO POURE4 CONCRETE ANCHOR TYPE 1 * 1', m 4 kal 1'd o 5 kal Min. Min, ANCHOR TYPE 2 kal "1 ; 3 kal f'1 e 4 kal Pe Zip' Nl'.Min.MIn16-0, +50.0, -50.0 6/8' 1436 400 11' 11" 11" 11° 11' 18'-0" 1°1419 450 rOl 11° 11 11 11 it" 20'-0' 1 1/4" 1532 500 11' 11' 11 11" 11" 24'-0" 1 1/2" 1885 600 It" 11 11 it" 11' 26'-0' 1 1/2" 2125 65010 1/2' 11 10" it" it" +55.0, -55,0 16-V 51V 1591 440 it* it, It' ill _ it' 11 ° 18,-0, 1° 1569 495 11" 11' 11" it" It" it" 11" 10" it" 20'-0' 1 1/4' 1689 550 11" it' 11' it" 11' 24'-0' 1 1/21, 2071 660 9 1/2" 10 1/2° 11° 10" 11° 26'-0" 1 1/2" 2331 715 8 1/2" 9 1/2" 10 1/2" 9" 10 1/2' +60.0, -60.0 16-0' 5/8" 1743 480 11' it' 11' 11' it" it" it" ID t/2" y 1/2' it' 18'-0, 1" 1718 540 11' 11' it' 11" II" 20'-0' 1 1/4" 1845 600 10 1/2" 11' it' it" it" 24'-0° 1 1/2" 2256 720 8 1/2' 10' 10 1/2' 9 1/2" 11' 26'-0' 1 1/2" 2536 780 7 1/2' 8 1/2" 9 1/2° 8 1/2" 9 1/2" +70.0, -70,0 16-0" 5/8" 2046 560 10" 11" 11" 10 1/2" it' �it- It" 11° 18'-0' 1° 2012 630 10' 11' 11" 10 1/2' 9 1/2'" it" 20'-0' 1 1/4" 2155 700 9• 10" 11" it" 24'-0° 1 1/2" 2611 840 7 1/2' 8 1/2' 9' 9" 9" 8° 9 1/2" 26'-O' 1 9/16° 2881 910 7, 1/2' A 7 1/2' 8 1/2" 6 1/2' 8 1/2' ANCHOR LEGEND ANCHOR TYPE 1: - 5/8"0 POWERS FASTENERS, INC WEDGE BOLT ANCHOR W/ 5" MINIMUM EMBEDMENT, 6" MIN. EDGE DISTANCE & 8' MIN. WALL THICKNESS, ANCHOR TYPE 2: - 3/4"0'HI(TI KWIK BOLT 3 EXPANSION ANCHOR W/ E 1/2" MIN. EMBEDMENT, 6" MIN. EDGE DISTANCE 8" MIN. WALL THICKNESS. ONLY ALLOWED TO BE USED AT JURISDICTIONS WHERE COMPLIANCE W/ ACI 318-05 APPENDIX D IS NOT LNFORCED BY BUILDING OFFICIAL A SPACING ONLY VALID FOR 7 1/2" MIN. EDGE DISTANCE t Vy LOAD DIAGRAM EXIVING STRUCTURE Vx Vy LOAD DIAGRAM pA{g�ewdmooanplyioaaary� fy oae O zol3y P70AY A11td P+odegCnarG� DY .. "�(/,,�° - - - S0.j� �: �S SrAI£OF/ ' `°[ORIO ' �� , f Florida BuilHing Code (High VelPcRy Hurricane Zone) 02013 muw, 27C �L C' C O INe. TILLIT 7E5 1NG & ENOINEERING GOMP Ny a°Sa M.W. aaV aL c4 IO! VAT Cw°O R lnae (JWyn1-1a1t' . to ]Da)a21-ten Gumo°" ED fXTM A�WT1k. I.C.m. fLOAM U. / 14167 26'-0" MAXlhIUM WIDE, 20 GAGE Slur R&L-UP DOOR A.G. DRAM GY; ROLLING DOOR INDUSTRIES, LLC, J214 NY 64 ST `RIOT. FL 33166 Aq. JR6�599-9977 C J0.5-699-9979 w em 02/20/13 047E 13-020 DRANING N° 1 y�sa ,1 c G 1OAL `�a,taaa� P.E. �diz(rHla.ti}LIRE/HATE SAINT LUCIE COUNTY FIRE DISTRICT ��CaUNry�;.,. PLAN REVIEW FORM - 5160 N.W. Milner Drive Port Saint Lucie, FL 34983 x x: �'4FDIS�� Telephone:772-621-3322 Fax: 772-621-3604 Web Address: www.slcfd.com Building Dept. SLC FMO Permit # B-16-207 Project Name Peluso Commercial Building BLDG Permit # 1605-0386 Address 7369 Commercial Circle City Ft Pierce f Contractor BSL Construction Address 5693 NW Macedo Blvd City PSL State FL I Zip 34983 Telephone (561)346-1346 Architect/Engineer I Stephen Gayoosh I Telephone (561)718-1806 Occupancy Type Industrial Construction Type Square Feet Occupant Load Number of Stories Access Box Required Access Key Switch - AFS Permit FA Permit FFP Permit General Notes 1. An electronic copy of the construction documents submitted on a CD is required. The file format shall be .pdf only. 2. All revisions, including the electronic copy must be received prior to permitting. 3. The Fire Marshal requires 24 hour notice on all inspections. ` r 4. The respective Building Department shall schedule all final inspections through the Fire Marshal's Office. 5. Failed inspections require payment of fee prior to rescheduling of further inspections. 6. Penetrations through rated assemblies shall be of the proper LIL design. Design criteria shall be submitted with the construction plans. 7. Fire alarm panels shall be located indoors within air conditioned space. B. Plans and construction are subject to corrections in the field to maintain code compliance. 9. Automatic fan shutdown is required for HVAC system/s that exceed 2,000 cfm design capacity. 10. The Installation or Alteration of Fire Sprinklers, Fire Alarms, and Fixed Fire Protection Systems require a separate review and permit. THE FLORIDA FIRE PREVENTION CODE, 2012 EDITION IS CURRENTLY ENFORCED. BUILDINGS WITH LIGHT -FRAME TRUSS -TYPE CONSTRUCTION SHALL BE MARKED WITH APPROVED FIREFIGHTER SAFETY WARNING SIGNS IN ACCORDANCE WITH FLORIDA ADMINISTRATIVE CODES 69A-3.012 AND 69A-60.0081 PRIOR TO RECEIVING A CERTIFICATE OF OCCUPANCY. bee c,enerai Notes Aoove ana Keaulrea Kevlsions tselow Notes: 1. Emergency lights are required. 2. Portable fire extinguishers from a licensed contractor are required. Page 1❑ of 1❑ Reviewed by Tony Jerger Date 08-19-16