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Lucie County, Permitting PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 i DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy V-Tech Industries,L.P. 5534 Harvey Wilson 0 "v Houston,TX 77020 l L E SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County 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 Miami-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 material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ 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,including the High Velocity Hurricane Zone. DESCRIPTION: Series SSF,CAP and CMC Plastic Frame Skylights APPROVAL DOCUMENT: Drawing No. 15-019,titled"Series Seamless Self-Flashing Glazed Skylight (SSF)and Series Ciirb-Mounted Glazed Skylight(CAP)and Series Curb-Mounted Glazed Skylight(CMC), L.M.I.Resistant-Insulated Glass", sheets 1 through 8 of 8(including 7A),dated 03/24/2015,prepared by Tilteco, Inc.,signed and sealed by Walter A.Tillit,Jr.,P.E.,bearing the Miami-Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state, model/series,and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been 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 has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of-this N9A 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 done 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 request of the Building Official. . This NOA revises NOA#14-0605.13 and consists of this page 1 and evidence pages E-1,E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No. 15-0420.06 MIAMI•DADECOUNTY Expiration Date:June 10,2019 Approval Date: July 2,2015 �GlZ51�015 Page 1 V Tech Industries,L.P. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 15-019,titled"Series Seamless Self-Flashing Glazed Skylight(SSF)and Series Curb-Mounted Glazed Skylight(CAP)and Series Curb-Mounted Glazed Skylight(CMC), L.M.T. Resistant-Insulated Glass", Sheets 1 through 8 of 8(including 7A),dated 03/24/2015, prepared by Tilteco,Inc.,signed and sealed by Walter A.Tillit,Jr.,P.E. B. TESTS "Submitted under NOA#10-1004.03" 1. Test reports on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test, per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of Series/Models 4 x 4(CMC) Hurricane glass skylights,prepared by Architectural Testing, Inc.,Test Reports No. 92239.04- 801-18(Rev. 1)and 92239.05-801-18, both dated 09/28/2010 and signed and sealed by Joseph A. Reed,P.E. 2. Test report on Tensile Strength of Plastics per ASTM D638-03 before and after weathering for 4500 furs per ASTM G 155-00, prepared by ETC Laboratories,Test Report No. ETC-08-1146-21854.1,dated 07/14/2009,signed and sealed by Joseph L. Doldan,P.E. "Submitted tinder NOA#09-0929.06" "Submitted under NOA#09-0316.03" 3. Test reports on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of Series Seamless Self- Flashing Glazed Skylight(SSF)and Series Curb-Mounted Glazed Skylight(CAP), prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL#5477,dated 02/05/2008, signed and sealed by Carlos S.Rionda,P.E. 4. Test reports on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of Series Curb-Mounted GIazed Skylight(CAP), prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL# 4971,dated 12/28/2006, signed and sealed by Michael Wenzel,P.E. 5. Test report on Tensile Strength of Plastics per ASTM D638-03 before and after weathering for per ASTM G 155-00, prepared by ETC Laboratories, Test Report No. ETC-08-1146- 21854.0,dated 01/13/2009,signed and sealed by Joseph L.Doldan,P.E. Carlos M.Utrera,P.E. Product Control Examiner NOA No. 15-0420.06 Expiration Date:June 10,2019 Approval Date:July 2,2015 E-1 V-Tech Industries,L.P. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (Cont.) "Submitted tinder NOA #09-0316.03" 6. Test report on Ignition Properties of Plastics per ASTM D 1929-01,prepared by Omega Point Laboratories,Test Report No. 17172-123928,dated 03/03/2005,signed by William E.Fitch, P.E. 7. Test report on Density of Smoke from the Burning or Decomposition of Plastics per ASTM D2843-99,prepared by Omega Point Laboratories,Test Report No. 17172- 123931,dated 03/21/2005,signed by William E.Fitch, P.E. 8. Test report on Rate of Burning and/or Extent and Time of Burning of Plastics in a Horizontal Position of White,Beige and Grey Plaques per ASTM D635-98,prepared by Ghesquiere Plastic Testing,Inc.,Test Report No.0502-65284,dated 03/02/2005, signed by M.W. Ghequiere,P.E. "Submitted under NOA#09-03.16.03" C. CALCULATIONS "Submitted under NOA #10-1004.03" 1. Anchor calculations,prepared by Tilteco,Inc.,dated 09/28/2010,signed and sealed by Walter A. Tillit,Jr.,P.E. "Submitted under NOA #09-0316.03" 2. Anchor calculations,prepared by Tilteco,Inc.,dated 04/22/2008,signed and sealed by Walter A.Tillit,Jr.,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS "Submitted under NOA#09-0316.03" 1. Test report on Fire Resistance of Roof Covering Materials of Curb Mounted Glass Skylight with Plastic Frame per ICC-ES,AC-16(Class B),prepared-by Ramtech Laboratories,Test Report No.2092-07-07,dated 03/31/2008,signed by Steven Berggren. 2. Test report on Tensile and Shear Test of 410 x 1-1/2"Phillips Sheet Metal Screws on Wood through Plastic per ASTM D412,prepared by Fenestration Testing Laboratory, Inc.,dated 04/28/2008,signed and sealed by Michael Wenzel,P.E. 3. Notice of Acceptance No. 05-1208.02, issued to E.I.DuPont de Nemours&Co.,Inc., for their DuPont Butacite PVB Interlayer,approved on 01/05/2006 and expiring on 12/11/2010. 4. Material Safety Data Sheets of EFBond DW 646 and EFBond DV 930. 5. Technical Data Sheet of Color-Fast LM150/100 Arch System. . 04 s�ia�s Carlos M.Utrera,P.E. Product Control Examiner NOA No. 15-0420.06 Expiration Date:June 10,2019 Approval Date: July 2,2015 E-2 f V-Tech Industries,L.P. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of code conformance to the 5th edition(2014)FBC issued by Tilteco, Inc., dated 04/07/2015, signed and sealed by Walter A.Tillit, Jr.,P.E. "Submitted under NOA #14-0605.13" 2. Statement letter of code conformance to 2010 FBC issued by Tilteco, Inc., dated 06/03/2014, signed and sealed by Walter A. Tillit, Jr., P.E. "Submitted under NOA#09-0316.03" 3. No financial interest letter issued by Tilteco,Inc.,dated 02/19/2009, signed and sealed by Walter A. Tillit, Jr.,P.E. i Carlos M.Utrera,P.E. Product Control Examiner NOA No.15-0420.06 Expiration Date:June 10,2019 Approval Date:July 2,2015 E-3 GENERAL NOTES: 1. SERIES SEAMLESS SELF-FLASHING GLAZED SKYLIGHT(SSF) AND SERIES CURB-MOUNTED GLAZED SKYLIGHTS(CAP)'& (CMC), 12.PRODUCT MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT LARGE MISSILE IMPACT RESISTANT-INSULATED GLASS SHOWN ON THIS PRODUCT APPROVAL DOCUMENT(P.A.D.) HAVE BEEN IN ACCORDANCE WITH SECTION 2405,5 OF THE FLORIDA BUILDING CODE. VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014(5th EDITION)OF THE FLORIDA BUILDING CODE. SKYLIGHTS MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (MIAMI-DADE/BROWARD COUNTIES). 13.(a)THIS P.A.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODES, USING INFORMATION FOR A SITE SPECIFIC PROJECT;L..WHERE THE SITE CONDITIONS DEVIATE FROM THE P.A.D. ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST (b) CONTRACTOR 70 BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX. (A.S.D) BASED ON THIS P.A.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION DESIGN PRESSURE RATINGS INDICATED ON NOTE 2. SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. . IN ORDER TO VERIFY-THAT ANCHORS ON THIS P.A.D., AS TESTED,WERE NOT OVERSTRESSED, NO INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS USED IN THEIR ANALYSIS, PERFORMED PER SECTION 1616 OF THE FLORIDA BUILDING CODE. (c) THIS P.A.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. SKYLIGHT'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ABOVE MENTIONED CODES AS PER PROTOCOLS TAS-201,TAS-202, TAS-203, PER FENESTRATION TESTING LABORATORY LAB ENGINEER OF RECORD(E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.A.D. ENGINEER REPORTS IT 4971 (FOR CAP)&5477 (FOR SSF) AND PER ARCHITECTURAL TESTING LABORATORY REPORT 111 92239.041-801=18 OF RECORD.ACTING AS DELEGATED ENGINEER TO THE P.A.D. ENGINEER. SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC (FOR CMO)AND PER A.S.T.M. STANDARDS AND F.B.C. SECTIONS INDICATED ON SCHEDULE SHOWN ON THIS SHEET, PER TESTING DRAWINGS FOR REVIEW. PERFORMED BY OMEGA POINT SERVICES, GHESOUIFAE PLASTIC TESTING. INC., ETC LABORATORIES, RAMTECH,ATLAS WEATHERING SERVICES GROUP DSET AND RECTICEL NORTH AMERICA LABORATORIES. ORIGINAL TP.A.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT 2.MAXIMUM A.S.D. DESIGN PRESSURE RA71HO FOR THESE SKYLIGHTS ARE: PREPARED I. ASD.DESIGN KYLIGHF SYSMM PRESSURE RATING SSF/DAP 11178.0 W DHC I155.0 Per SCHEDULE OF STANDARDS USED TO VERIFY ,+ 3.THIS SKYLIGHT WILL NOT REQUIRE A HURRICANE PROTECTION DEVICE. MATERIAL PROPERTIES OF SKYLIGHTS 4.THIS SKYUGRr IS ALSO APPROVED FOR AIR AND WATER INFILTRATION, MATERIAL PROPERTY STANDARD TEST TEST LABORATORY F.B.C. RESULTS REPORT SECTIONS S. REMAINING COMPONENTS FOR THESE SKYLIGHTS SHALL BE AS INDICATED ON BILL OF MATERIALS,SHEET 2 OF THIS DRAWING. SMOVrUENSITY 30.7% 6. SKYLIGHTS SHALL BE INSTALLED SEPARATED FROM EACH OTHER A DISTANCE OF NO LESS THAN 4'-0" MEASURED IN A DENSITY OF SMOKE ASTM D2843 SM DIY RATING 99 17172-123931 OMEGA POINT 2614.2 HORIZONTAL PLANE AS PER SECTION 2607.4 OF THE FLORIDA BUILDING CODE. - FLASH IGNITION 644'F 7.SKYLIGHT'S FRAME CORRESPOND TO COLO-FAST LM150/100 ARCH SYSTEM(SEE MECHANICAL PROPERTIES BELOW) PRODUCED BY SELF IGNITION TEMPERATURE ASTM D1929-96(01)e1 SPONTANEOUS-IGNITION 17172-123928 OMEGA POINT 2614.2 RECTICEL, DAMSrRAAT 2. 69230 BELGIUM,THAN IS AN ALIPHATIC THREE- COMPONENT POLYURETHANE SYSTEM. DESIGNED FOR TEMP. 6807 REACTION INJECTION MOLDING,RESULTING IN A MICRO-CELLULAR FLEXIBLE ELASTOMER. COMPONENTS CONSIST OF: RATE OF BURNING &/OR EXTENT GHESgUIEREC POLYFAST 150/100 IS A MIXTURE OF POLYOLS, CATALYSTS,ANTI-OXYDANTS. &TIME OF BURNING OF PLASTICS ASTM °635-98 >1 in/min. 0502-65284 PLASTIC 2614.2 (C-1) TESTING. INC. COLORPASTE XXXXXP IS A MIXTURE OF POLYOLS AND COLORPASTES;THE NUMBER IS DEPENDING ON THE REQUIRED COLOR.* IN A HORIZONTAL POSITION ISOFAST 250/100 IS A MIXTURE OF AN ISOPHORONDIISOCYANATE MODIFICATION, CATALYSTS AND ANTI-OXYDAN7S. NECRANICAL PRCPQInES WEATHERING ASTM G755-00 WFATFfffifD FOR:4500 hrs. SYSTEM Tw uErHOD UNIT LMIA 100 ETC MMdd1l (A�0`D 1400.0¢Psi 9048-1146-2185U LABORATORIES 2614.2 1401ADFD DENv1r no 1183 KqAm. INC + OUALIRED COLORS• TENSILE STRENGTH ASTM D638-03 EXPOSED. 1439.59 psi ASTM 02240 O. - 50 %aFF.: -2.8% NMNNESS SHORE A DIN 93505 3 a '- 98 WHITE AS 02240 LO. 3e BEIGE FIRE RESISTANCE OF ROOF UL 790-97 PASSED 2092-07-07 RAMTECH 2610.2 HRmers SNORE 0 DR 535M3. -- M COVERING MATERIALS GRAY ELONBAIWN ISO 527 z IN EATENSION CAPACITY: TENSILE AND SHR STRENGTH OF FRNESIT+ATION -SLE STRD= ISO 527 UP. 12 #10 SCREWS THRU SSF AND CAP ASTM D412(12/06) Tu=229 Lb 0804-1044 TESTI LAB 1625.1 FRAME FOR ATTACHMENT INTO SHEAR CAPACITY: RE WffNESSING . RESISMANCE PLANT �3D624 uD 130 THIS DRAWING SHALL ONLY BE USED TO woo0 a,=141 Lb R4 TEsnNc N 0'70 44 OBTAIN PERMITS IN THE STATE OF FLORIDA • NOTE NOT REQUIRED FOR HIGH VELOCITY HURRICANE ZONES, BUT IT WAS STILL PERFORMED NDNRAL MODULUS ASTM D75O IU uaa e2 TO BE CERTAIN ABOUT THE FIRE RESISTANCE OF THIS GLAZED SKYLIGHT. 8. EFBOND DV 930 IS A PRIMING SUBSTANCE USED IN GLAZING PENETRATION INTO FRAME. `����\`\Q�....... t��j// FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) SEE TABLE OF PHYSICAL AND CHEMICAL PROPERTIES ON SHEET 2. DA001JCi YfLVISFD �a V,.• GLAZED SKYLIGHT EFBOND DW 648 IS LAYER TO PROMOTE ADHESION USED IN GLAZING PENETRATION INTO py�015 7lLTECO.INC C, SERIES CUR&MOUNTEDGLAZED SKYUGHT(GAP)AND r.RL FRAME. SEE TABLE OF PHYSICAL AND CHEMICAL PROPERTIES ON SHEET 2. AccWW ee No Kd*a.a/r - SERIES CUR&MOUNTEO GLAZED SKYUGHT(CMC)LARGE DRAWN BY MISSILE IMPACT RESISTANr4NS LATFD GLASS 9.TEMPERED GLASS SHALL COMPLY WITH SECTION 2411.1.3 OF THE FLORIDA BUILDING CODE. '• : - "- C HEAT STRENGTHENED CLASS SHALL COMPLY WITH SECTION 2411.1.5 OF THE FLORIDA BURRING CODE. By �T, T�,. 03/24/15 proypt4 �y !(P �r�S V-TECH INDUSTRIES DATE 10.MCHOR SPECIFICATIONS. SEE ITEM #7 ON SHEET 2 ON BILL OF MATERIALS. .�,•(•'. ,•jQ TILUT TESTING B ENGINEERING COMPANY 5534 HMAY WILSON OWE I D •'(••` 6155 N.M.]eU.SL)-1S".303.YILtDA�A CN+LDiS.iL 3)IGB NdbTOM,100.4 7)020 11.WOOD CURBS OR SUPPORT NOT BY V-TECH INDUSTRIES, MUST BE PROPERLY ANCHORED FyA/(SS�(,••. Cn�\1V1\`eo"• y,,,,, (SwNus5a )sn-Isn I'NWO(BAd)401-0813 15-019 AND DESIGNED BY PROFESSIONAL OF RECORD TO TRANSFER ALL LOADS TO THE BUILDING 14y Iy k-(+�V�-yy? Es-p00D710 a � DMWINC ft STRUCTURE AND MUST BE APPROVED BY BUILDING OFFICIAL AT THE TIME PERMIT IS APPLIED AA/hp)LIL1LUp111• WALTER A Ta(n J,P.E. 1O1• .11_111 °�I ""' "•"�' "" FOR.WOOD is sE SOUTHERN PwE, c = 0.55. MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE FLORIDA D`.®44187 _ _ SHEET 1 or 8 _ ASPEREFTEC_MATERIAL SAFETYDATASHEET PHYSICAL AND CHEMICAL PROPERTIES FOR"EFSOND DV 93D"6_ BILL OF MATERIALS oI +ALIrForuunoN; j ' _ I FORM: i ! r -LI(IIRD �-' _I.- i USE AT �T, ._ _L. j L•_j__ ' DESCRIPTION MATERIAL ca aua�I ! ri sw 1 __- I I ,-- j # ITEM PART SSF&CAP CMC ODOUR 'j CHARNCTERISTIC1 ++� I I ! I I APPLICABLE ONLY FOR "SQUARE" SHAPE FRAME SERIES: SEAMLESS I COLO-FASTna ALIPAHTIC YES NO CORRESPOND TO -CW1N66l1NCOMIBON I I I _ 1 FRAME SELF FLASHING GLAZED SKYLIGHT(SSE). POLYURETHANE J. MELTNG POINUMELEIG RANGE:IUNDFATERMMD .-1-� {r-?II I LM150/100 ARCH SYSTEM (SEE NOTE 7/1, AND DETAIL ON SHEET 3) SOLING P081f1BORJNO RANGEr 79'0 I ' ,-- -flASH -FLASHPOINT: f 1 ,4•C I I I APPLICABLE FOR "SQUARE"AND "RECTANGULAR" SHAPES FRAME SERIFS: ALIPAHTIC -IGNBIO OINT: iA7l1RE' j i370.0'C j ! I i ; 2 FRAME CURB-MOUNTED GLAZED SKYLIGHT(CAP), CORRESPOND TO COLO-FAST® POLYURETHANE YES NO LM150/100 ARCH SYSTEM (SEE NOTE 7/1,AND DETAIL ON SHEET 3) -SELF4GNITkDNJj I jPRODIICTS NOT SELFIGMTNG! -DANGER OF EXPLOSION; j IPROD==NOTE)PLOSIVE.HOWEVER,FORMATIONOF APPLICABLE FOR "SQUARE" SHAPE FRAME-SERIES: CURB-MOUNTED GLAZED ALIPAHTIC NO YES JEWLOSMEAIR?VAPOIIII K(RIRESAREPOSSIBLE'11 2A FRAME SKYLIGHT (CMC), CORRESPOND TO COLO-FASTO LM150/100 ARCH SYSTEM POLYURETHANE -EXPLOSION LIMITS: L . j (SEE NOTE 7/1, AND SEE COMPONENT ON SHEET 3) -LOWER 1 1.8VOL%�-j '-; I �i-� t APPLICABLE ONLY FOR `RECTANGULAR" SHAPE FRAME SERIES: SEAMLESS UPPER ; I I. 1t5VOL% ; 3 FRAME SELF-FLASHING (SSF) SKYUGHT, GLASS GLAZED SKYLIGHT, CORRESPOND TO ALIPAHTIC YES NO -VAPOURPlM6RSUREAT20'C:! '1050fPa i I I I COLO-FAST® LM150/100 ARCf1 SYSTEM (SEE NOTE 7/1, AND DETAIL ON POLYURETHANE -DFNSITYATYO°k ` i !0.05D01cm5 L I ( 1 SHEET 3) •SOLIaILI1YINIMiSCIBWTY I- 3/4"OVERALL THICKNESS 1/N8"TEMPERED GLASS(EXTERIOR LITE) + 1/4"AIR SPACE+ IMPACT WIfH WINTER -- - I / •NOT MISCS OR DffFlCIA.TTD MIX - j -�- 4 GLASS MA (INTERIOR ) MANUFACTURED BDUPONT DE NEMOUR5WITH A 1&"COWC.INTERLAYER E LAMINATED BY CARDINAL GLASS + INSULATEDYES NO •SOLVWCONTB7TI { I ! I I 1/8"H.S.GLASS(INTERIOR LITE). GLASS pRGAMCSpI-VENTS; 1 1 169.00% � 1 ( f I 1-�'- 3/4"OVERALL THICKNESS 5/32"TEMPERED CLASS(EXTERIOR LITE) + 1/4"AIR SPACE+ IMPACT •SOLIDS CONTERn 1 1 131.DB% i i 1 I I ; 4A GLASS 3/32-H.S.GLASS(INTERIOR LITE)WITH A 0.120°INTERLAYER FILM,DUPONT BLITACTTE0 PVB RESISTANT NO YES MANUFACTURED BY EI DUPONT DE NEMOURS&CO.' INC,LAMINATED BY CARDINAL GLASS+ INSULATED i ` I 3/30 H.S.GLASS(INTERIOR LRE). GLASS _ AS PEREFTECMATEL R3ULLSAFETYDATASHEET 5 GLAZING EDBOND.DV 930, SEE PHYSICAL AND CHEMICAL PROPERTIES ON THIS SHEET. PRIMER YES YES SEALANT PHYSICALANDCHEMICALPROPERTIES FOR"EFBONDDW64B"6 6 GLAZING I EDBOND DW 646, SEE PHYSICAL AND CHEMICAL PROPERTIES ON THIS SHEET. ADHESIVE YES YES -Gemul DFORNIAT[ON; I ! I I 1 f i SEALANT FORM:1� _I- I j LIQUID +� j I L�I -f}--{- g10 x 1 )z" PHIWPS SHEET' METAL SCREW TO WOOD FRAME W/ 1.22" MIN. NON CORROSIVE -TI# I �-r--1 ---(-^—j--r--T-� I ANCHORS THREADED PENETRATION FOR TENSION CAPACITY (AT SSF) AND 1.20" MIN. YES YES COIDIAt r-- --�-- -`--1 � -- --Y'--!-'r-�}-I 7 TO WOOD THERF1sDED PENETRATION FOR SHEAR CAPACITY (AT CAP AND CMC). STEEL 00011R ALCO}i0L-LO(Et -CHANGE UN CONDITION.../_... 1 MELMNGPONTRAELTING RANGE:)-1145.0 ' 1 SOUND POINUBORM RANGE, j7B'C 1 -FLASHPOINT: j 13T, 11 ' -IGNITIONTEMPERATURE 425.0'C -SE1P40NITION L ! PROWCTS NOTSELFIGNRING I I -DANGER OF EXPLOSION:! ) 1PRODUCTS NOTE)PLOSNE HOWEVER FORMATION OF i ! I TI ? IE)PLOSIVE AFV VAPOUR MIXNRES ARE POSSIBLE.1, -EXPLOSIONLIWTS: R II15OVOL% -_ 1°✓�°°°P\N\,•..:•.•.,.F.._...''o'W:r.1, " p FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) DRDUCL961►0D :• E HING G Es sRP -VAPOURPRMULEAT2M. % hPa -INplYiNi;wi*mflxi" 02015 TLECO INCSERIES URRMOLINTrD _ D SKYUGW(W)AND F.R.L. SERESCURBaWNTEO GLAZED SKYLIGHT(CMC)DIRGE DRAWN BY•CQSRYAT20 0.BglCms I ��'.�. MISSILE ONPACT RE61SfANr4NsutAIED Gtn9s -SOLIMLITYINIUSCISILRYT LxmAwAhlz .I t.000yl ! y i-1 r gP oT-- :meq IL EC O�Ne. V—TECH INDUSTRIES 03/24/15 -SOLVENTCONTBIT: I I I j Mlam edY htduDl CdaMp F '(�V w TILUT TESTING k ENGINEERING COMPANY aaT4 HARhY wssoH DATE -- I-.I-- --L.-�_.u. -- ---i.-- (_ ,i ,., X .•',V y IIOUSiON,TEYAS 77M ORGANIC SOLVENTS: I 08.50% I j \ �, ax+s K.asu.se.se.xs.wmw cNroLNs.n asl se �-�--- ip AI 1 ' '(?\ °° wm.:(]a!)HlI-law.7m:Iws)en-lall Pxoxe(em)Eat-oap 15-019 I I /()JYFlI \\(I'�` EB-0008719 OKAYING Ha "'III IIWpL7ER A.TIUTT Jr.P.E. MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE iLORICA U..g 41te7 2.o0a' 2004' FATI.1,,, 25• •579 1.428• •579• J' 3.211' . I 2.495• •505 2.5• v N V n n N TDE-'r 69• .637• .67 3016AIL T.079• 6• 5.057' P m lsor 2vn4 ' 2AI9- p e'( .613' n 4.23' n 5.203• .3 �� �a �� 6.152' 7.216- AT LONG SIDE AT SHORT SIDE © "SQUARE" SHAPE 2� "SQUARE" SHAPE �t "SQUARE" SHAPE FRAME (SSE) FRAME (CAP) FRAME (CMC) 5.67• 2.006 -1.671• 1•�. .575' 14�'- 'S�' Rab EXTERIOR EXTERIOR 0.120" INTER LAYER 0.120" INTER LAYER 1/8"TEMPERED GLAS FILM DUPONT BUTACITE 5/32"TEMPERED GLASS FILM DUPONT BUTACITE VB® BY, EI DUPONT PVD® BY, EI DUPONT o, r 1/4" AIR rDE NEMOURS & CO., 1/4 AI E NEMOURS & CO., NC INC 34 n`Y 3.511• .908• .625' � � ETAIL "B" 301 ETAIL "B" .301• 4.956'- (2) 1/$" HEAT 2) 3/32 "HEAT g4� STRENGTHENED GLASS STRENGTHENED GLASS OVERALL GLASS THICKNESS OVERALL GLASS THICKNESS 3.737 I I=5.23• ® GLASS GLASS 7.762' AT LONG SIDE AT SHORT SIDE Q "RECTANGULAR!! SHAPE FRAME (SSF� COMPONENTS FOR SERIES SSE COMPONENTS FOR SERIES 0.301- AND CAP ONLY CMC ONLY .301• 'll liljj' SCALE: 1/2"=1" SCALE: 1/2"=1" +�oyy m• �To� o FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) ` rSERIES SEAMLESSO GLAZED SKYLIGHT( F ), "2016 TILTECO,NC Y /1No.4 : SERIESCUR&MOUNTED GLAZED SKYLIGHTOP)AND v SERIES CDGLYUGHT( LARGE DRFA,WRN.I. BY MISSILEIMASTANT-NSULATED GLASS 5) oxE 35 e`�� �� a -o' }� I°° Nn�`•,;` rTATE OF ;'w��= 11LIE�'. -NC. 03/24/15 o.116¢ o.29'a O �r('P ti V-TECH INDUSTRIES DATE Miemi !r/MIN4 ��,/C Gro `l,y TILUT TESTING @ ENGINEERING COMPANY I1S34 11AfA'EY iM1SON OHNE 0.445' 0.375' 0.375' .445' .375' .375• ��//SS's ti f,�)\\p\` �1.�1' N.W.3En�.SL.Sla]W,WIG4M G4"Rt-n w N N00srw.to05 77"m 15-019 / +..` \ IM•"+ (when-law.rm,(aw7871-vat a1mNO(W)491-OW ff " !! fl E9-01 19 do n, DRAWING No DETAIL A DETAIL B WALTER A n ur P.E. MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE FLORIDA U�.S 44187 x911"e �"' I� R SNEET 3 ar e 3•-5•MAX.FRAME WIDTH - A 4 �Q B B .4 n IYP. � \--DETAIL "C" 2'-0.03• TYPICAL ISOMETRIC PLAN (INTERIOR SIDES I I DETAIL "C'_ D.L.O.- I EXTERIOR D.L.O. I EXTERIOR 4 t ' 4 t.a2s• 3'-s•MAX.FRAME WIDTH— 9.125' clnzs BITEr)NE 9.125' 10.75• 10.025 .azs <1A R Qs +© QL+ARW© ND) (ALL AROUND) AL ® �:B B s DB < � a N r� 'e7 QQ Trp. * 7 TYP. 1 ® 7 TYP• (12 REO'D.) FRAME LENGTH FRAME WIDTH 2,-7•AT TOP GLASS SECTION A—A I SECTION B--S i PLA (EXTERIOR SIDEI SCALE: 1/2"=1" GLAZING DETAIL SCALE: 1/2"=1° N * SEE CONNECTION DETAIL ON SHEET 8/8 3•-5•MAX. FRAME WIDTH V-3'MAX. FRAME LENGTH 2•-7•AT TO EXTERIOR �� \••; ....•�./��i�a• FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) Orme �'�DF+a. •' GEN S� 6 LE E o c cob �� •0 02015 DLTECO,etc SERIES CUR&MOUNTEDGIAMDSKYUGNT(CAP)AND FAL IE X 7 TYP. Aa "D O6 ��:' w SERIFS FE OUNIEOGLAZEDSKYUGHT(CMC)LARGEDRAWN BY �IIM1od MISSILEIMPACTRESISTANFINSULATED + 3'-5"x3'-3" , C„ , „ � - Yic•t, �•(�i1P IL EC O Ie1c. V—TECH INDUSTRIES 03/24/15DATE CASE 1: 3 —rJ X3 —3 SERIES SEAMLESS 20 TILLER TESTINO&ENGINEERING COMPANT g HANSI WILSONEms=Irm ORA2 DATE SELF—FLASHING GLAZED SKYLIGHT (S.S.F.� G. 615TH.W]6ASL.SIr•7WNRWGGN0Q5.D30106 15019 0 O • • •`� �ti• Plime:14"Im"1-1510.F (SOSpI)1-1311 PHOM(00)401-0ON ��_ �"— EO-0006719 DMWXIC Ha N.T.S. "ILII 1111U\� WALTER ATI lTT Jr.P.r- wn MIAMI-DADE COUNTY P.E. SEA'L/S(I�MATURE/DATE FLORIDA Ue,B 44107 ^�"-11� IL" - SHEET 4 OF 8 2'-11.25'MAX.FRAME WIDTH A GimJ<122 2 4 7 A 7 A A N '\ 2-BA7s- TYPICAL ISOMETRIC DETAIL "B" PLAN (INTERIOR SIDE) EXTERIOR DAD. 2.495' 2'-11.25'MAX.FRAME WID7N Q GLASS 7' 7' 7'T7' 7.25' D� ® 29 1/4'D.LO. �^ W 05 + 6 r (ALL AROUND) FRAME LENGTH Z, OR FRAME WIDTH I 2 © 7 Trp. (16 REO'D•) SECTION A-A SCALE: 1/2"=1" PLAN (EXTERIOR SIDE) GLAZING DETAIL 2'-11.25•MAX. FRAME VA. EXTERIOR' Trp • SEE CONNECTION DETAIL ON SHEET S/8 A 2 T. T. T• T. •725. PROD=Riawwn FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) soaepFyb�nid�FlOaiAa o�V •�C�(V^^••/fl°aERIES9 8OUNTED G F), VE 803 o U�•'•,� 02015 TILTECO,INC SERIESCURBMGLAZE SKYLIGHT(CAP)AND F.R. L.1 fig e SERIES CUR"OUNTEDGLAM SKYLIGHT(CMC)LARGE F]pk/iD11 ' MISSILE IMP TRESISTA171•INSULATED GLASS DRAWN BY CASE 2: 2'-11 1 /4"x2'-11 114" SERIES M�.R gl6P7DdDClc 11 c,�Tk4- zea 1L ECO-mc. V-TECH INDUSTRIES G3/24/15 �^..'ST'• �.' TILLIT TESTING&ENGINEERING COMPANY 6574 MRfff W➢5oN ME DATE '�.��•,•�< 4(�,yam &W NW.S61A ri. YDf49M DNtOW6,N.J71N HOUSTON,IDBS 77020 CURB—MOUNTED GLAZED SKYLIGHT (CAP) fis,, or��o�,•`,wM,4 �•:Em Jf -,�>�RDI-1w1 <�)f91 15-019 N.T.S. / /�l• NTty — wwRDA u� i41 BiE ow N-I" n/1 DRAW NG No MIAMI-DADE COUNTY P.E. S/NL1AS13WYtYURE/DATE ;w R SHEET 5 or B 7 I_V7- 4 �3 B� 4 3 19 MAX.D.LO. `E o ��.• o ®� d'a �n ETAIL "D" _ TYPICAL ISOMETRIC 1'-tOs83 D.L.O. EXTERIOR D.L.O I EXTERIOR ar FOP 7 TYP.(12 RED'O.) 1 +— —-- 1 1.425 7 2'-9'MAX.FRAME VA IN 4I 5 •f/c1 4 L4SS . *w& I ALL AROUND) USE DETAIL "D" PLAN (EXTERIOR SIDE) z'-D` X. CLASS MA5 + 6 FRAME WIN STYE ALL AROUND) F V-7.n• 3 3 AT TOP TERIOR �. I j 3 7 * �Vl NP• FRAME WIDTH FRAME LENGTH SECTION A—A i SECTION 8-8 i 4'-9'MAX FRAME LENGTH SCALE: 1/2"=I" SCALE: 1/2"=I" 1.045' -.— 3'-10.529*- GLAZING DETAIL 3'-10.1*AT TOP— EXTERIOR — * SEE CONNECTION DETAIL ON SHEET 8/8 5 3 YIEW� 7 TYP. PROLAK74163yl p °° ''�'�. ..</� FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) caffA SERIES SEAMLESS ode nn y(+ 62010 TIL1E[O.INC D O G RghwiAomp6e i16 di �$ ;. lLJN•447`j' BERtR�ESCURe#ACIUUN7ED�ctAZED SKKY+W T(CMC)LAARRCE FJLL AWN CASE 3: 2'-6"x4'-9" SERIES SEAMLESS p�pl,.do. 9 0 o wiLE IMP rRE9 ANTAN9 D DRAWN 9Y �.. •uT UTATE GLASS �I7')ls SSELF- FLASHING GLAZED SKYLIGHT (S.S.F. mionF . -.. IL EC O �, V-TECH INDUSTRIES3/24/ 75( " N N.T.S. T1LUT TESTING&ENGIN£ERINO COMPANY DATE aas x 4 ti3.�mw�curols lNl . ylw Rppr (gatiyj aar oetiT 15-019 7!111111 H— 11' t' E9-0000719 �R DRAWMO N. WALTER A TILL17 Jr.P.E. m.x. aaavnaM ovc UTAILU-DADS COUNTY P.E. SEAL/SIGNATURE/DATE FLORIDA sNEET 6 Or 8 2'-2.75•MAK 4 FRAME WIDTH A (mm.� •� (mm)® 4 / \ 2D 5/6•MAX 0,L.O. \ 2 J A A 2 M. ' / 0cli DETAIL "B" 7 R 2 7 1-lD.G07 237 TYPICAL ISOMETRIC PLAN (INTERIOR SIDE) DETAIL a78" EXTERIOR 2'-z.75 MAXD.L.O. - zags FRAME WIDTH 4 CUSS 5.875 BITE 2'-2.75•MAX. A® FRAME WIDTH EXTERIOR A-4 20 s/a MAY aLa 05 + 6 7 a 7 TYp. 2 (Au AROUND) W D /All o VIWX /ll FRAME LENGTH IV-2.75'MAX.FRAME LENGTH OR FRAME WIDTH G) 2 2 EXTERIOR 7 Typ, SECTION A—A ' sJ• SCALE: 1/2"=l" GLAZING DETAIL 5' 309x• 1'-8.562' 3.093• 7 TYp. (LB REG'D.) 8.15• 8.15• 9.15• 8.15' 8.15' • SEE CONNECTION DETAIL ON SHEET 8/8 © VIEW PLAN (EXTERIOR SIDE) ,a•5^�tl li,r�/l///�j��, FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) e�•P °r v�/ �� PRODUCiRBV44EO I E H ss . rats�lvdmtEeFlDa1Q� �.� �LN r'' GZG1s m1Eco,INC5 ` • �. ,ISAC�r�r „ aERIESCURBOUNTFD GLAZED SKYLIGHT P)ARG F.R.L. SERIES CUR&MWNTED GLAZED SKYLIGHT(CMC)LAHGE MAWR By ASD �� ,• No.4 _ MISSILE IMPACT RMSTANG1NSUlAIEDGLASS �+ •••���,,�11 � a 1L ECO(Nc. V—TECH INDUSTRIES 03/24/15 CASE 4: 2'-2 3/4"x4'-2 3/4" SERIEJ Mromi TroaDar c4mTNl1 p•, T�U' �' TILAIT TES71NO h ENGINEERING COMPANY 1 DATE �' ,• /C �r, O]SS W. st 54]00.MiQIM OR"D1a,,1 33144 CURB—MOUNTED GLAZED SKYLIGHT (CAP) ,'�F '•� '�`�,,�� ° ��':° ' - "" `�°°'ag'0°" 15-019 EB-0006719 DRAWING No N.T.S. r ••• •,• �t111�N WALTER A.TILUT I.P.E. m.4 ao rr-.n /r ur.a ownoi MIAMI—DADE COUNTY P.E. /f L� ICIU}�TURE/DATE FLGaGA u�.@ a4ta7 om sxEET 7 aF e 4'-3 1/4-MAX.FRAME WIDTH 4 o5 + A (8-)4 (ALL AROUND) A (atm.)® 2 2 7 7 $W 44 7/8'D.1 0. -4 W cccfff/ I W so• ® ^ •`•• DETAIL "B" BEOM NT a / A A ^� (®) (e) TYPICAL ISOMETRIC (SEE ON THIS SHEET EXISTING MIN. •\ FOR QUANTITY& N.T.S. SPACING) 2"X4" P.T. CONT. WOOD CURB FRAME EXTERIOR ` (SEE NOTE 11/1) o.L.o.�� 2.5. DETAIL "B" RAS N.T.S. SEALING MEMBRANE BY.OTHERS • PLAN (INTERIOR SIDE) N.T.S. 4'-3 1/4•MAX.FRAME WROTH S• 7 7/8 f, 6' O+ B 7 (SEE CONNECTION — TYP. ® DETAIL) (ALL AROUND) ROOF DECK BY ® OTHERS 44 7/8•D.I_o.— 1. FRAME LENGTH OR FRAME WIDTH EXISTING CONTINUOS SECTION A-A MEMBER REQUIRED (MIN. ® 0 ® 2"X4") STRUCTURAL 4A SCALE: 1/2"=1" ADEQUACY & INSTALLATION GLAZING DETAIL BY OTHERS. CONNECTION DETAIL FOR FRAME CASE 5 (CMC) m SCALE: 1/2"=l" NOTES ('2k/.PLAN 7 TYP. (2a REQ'D.) CASE .5: 4'-3 1/4"x4'-3 1/4" SERIES (EXTERIOR SIDE) -MOUNTED GLAZED SKYLIGHT (CMC) 1, ALL ROOFING DETAILS CURB SHALL COMPLY WITH N.T.S. SECTIONS 1512 THRU 1525 OF THE FLORIDA QBUILDING CODE. 4• 1/4-MM PR0131!(TRtV�6U `e��� �(I�l ljj��, FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) FRAME WIDTH ��P,...1....:. ��% NG GLAZED SKYLIGHT(SSF). EXTERIOR � Y���11R 71d� yLCF /w o1D15 TRTECO,INC S SERIES CURBMOUNTED GLAZEDKYLIGHT(CAP)AND F.R.L. 7 TMP AR�}lo�-0 Ns •'. ✓ SFAIESCUR&MOUNTEO GLAZED SKYLIGHT(CMC)LARGE � 9 % a MISSRE IMPACT PESISTAN7-INSUlATEOG Ir BY By ill��TT_�TT������� '`d F�],]�JJr VL E C O,Hc. V—TECH INDUSTRIES 03/ATE B' 7 7/0 MSm1i fyoigl C7°H4d `.�', T/ �' TILLIT TESTING&ENGINEERING COMPANY 6w HmmEY"SONDImE DATE TYP. a..a.w,rRau 9,n aT,ee RDI6Ton,mus nam VI VII �� c1aw.-I°m c°oa 7-,wi PND Le°°).9,-D813 15-019 EB-0008719 oRAYnnc No N.T.S. ///// iv CjL 11K WALTER A.TIUIT Jn P.E MIAMI-DADE COUNTY P.E. 9 ANN 167 FLORIDA u` 491 °D1 11° '�/I _ SHELT 7A OF 8 4 Q+© ALL AROUND) O PIP 0,mm� (SEE SHEETS 5& 7 7 FOR QUANTITY& W SPACING) 4 5 +© ALL AROUND) w 1.20' N. � , EMBED ENT EXISTING MIN. ____2"X4" P.T. CONT. WOOD CURB FRAME (SEE NOTE 11/1) 1 OR(1) EALING MEMBRANE s BY OTHERS • SEALING MEMBRANE BY OTHERS • (SEE SHEETS 4& ---------- 7 B FOR QUANTITY& ROOF DECK BY £ SPACING) OTHERS ROOF DECK BY OTHERS EXISTING CONTINUOS SUPPORT MEMBER REQUIRED (MIN. 2"X4") STRUCTURAL EXISTING CONTINUOS .ADEQUACY & INSTALLATION BY MEMBER REQUIRED (MIN. OTHERS. (SEE NOTE 11/1) 2"X4") STRUCTURAL ADEQUACY & INSTALLATION BY OTHERS. CONNECTION DETAIL FOR FRAME CONNECTION DETAIL FOR FRAME CASES 1 & 3 (SSE) CASES 2 & 4 (CAP) • NOTES: 1. ALL ROOFING DETAILS SHALL COMPLY WITH SECTIONS 1512 PIIODI)CflffiVLSESA o`\`���P 11�. ......�T`��rr FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) meobYo6wiNCbFIuiA� �� <CC1l/lI ri ED O (SSF). THRU 1525 OF THE FLORIDA BUILDING CODE. pv e �•' \O��I d^r ozols nLTEco.INC YN3bCb� s •.f) SERIESCUR&MOUNTEDGLAZEDSKYUGHT(CAP)AND F.R.L. A006phfIM PID .OL! , SERIES CUR&MOUNTED GLAZED SKYIIGHT(CMC)LARGE DRAWN HT MISSILE IMPACT RESISTAW4NSUTATED G(ASS CONNECTION DETAILS by �„ , ° I� ECO�NC. 03/24/15 x Y—TECH INDUSTRIES DATE SCALE 1 2"=1" f Zy h• TILU7 TESTING&ENGINEERING COMPANY 6W� n / %'O,. /.' 6114 NW sau.al.n..]Da,titRZAL GVmON,M1 1119 ORIDI� •,�`;�' (30WM-II6aa.fay (1WRIN_w1 aonm(UO)4sI-oau 15-019 '. nI^ ri -\ >� , EB-0006719 a.w oo.enqrn wr'w DRAIYINO No "If, ONF I' ` 0 WALTER A lTI�ii1fi7E• ota -ne R� _ _ MIAMI-DADE COUNTY P.E. g�lt4d 4� 16E/DATE ew SHEET of 8