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HomeMy WebLinkAboutNOAM IAMI•DADE MIANII DADE COUNTY b PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES MR) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 N�Tn>�CCEPTANCE (NOA) www.miamidade.eov/economy Shutter Tech, Inc 7485 West2aa Court Hialeah, Florida 3301 SCOPE: FILE COPY 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 be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (A14J)• 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 AHD 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 falls to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane " Maximum Impact Bertha HV " Aluminum Accordion Shutter APPRO e 2 Accordion Shutter ", sheets 1 through 28 of 28, and 15A & 2M, prepared by Tilteco, Inc., dated July 28, 2017, signed and sealed by Walter A. Tillit Jr., P.E., on August 11, 2017 bearing the Miami -Dade County Product Control Revision stamp with the de County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistan LABE manu acturer's name or logo, city, state, the following statement: "Miami -Dade County Product Control Approved", and.NOA number, per TAS-201, TAS- 202, and TAS-203, 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 NOA 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 #17-0201.01 and consists of this page 1, evidence submitted pages E-1, E-2 & E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. NOAN o.17-0905.03 nwrtecaoeco t v MiLIMUI MEW(�/J j7 Expiration Date. 04/26/2022 Approval Date-021 151 2018 Page 1 Shutter Tech, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 11-1222.03 A. DRAWINGS 1. Drawing No. 12-019, titled "Maximum Impact HVI HV2 Accordion Shutter sheets 1 through 28 of28, and sht 284 of28, prepared byTilieco, Inc., dated 01/20/201 Z signed and sealed by Walter A. Tillit Jr., P.E., on January 20, 2012. B. TESTS 1. See Association's generic approval under 11-1676. C. CALCULATIONS 1. See Association's generic approval under 11-1676. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 11-1676. F. STATEMENTS 1. Release letter issued by the American Shutter System Association, datedJanuary 27, 2012, certifying this product to meet the criteria ofproduct tested and approved and allowing Metal Tech, Inc. to use the test results approved under Miami Dade County Approval No. 11-1676, signed by Ms. Legny Rodriguez. 2. Acknowledgment letter by Metal Tech, Inc., dated March 19, 2012, signed by Steve Buzzella. 3. Letter by Tilteco Inc., dated January 30, 2012, signed and sealed by Mr. Walter A. Tillit, Jr., P.E, certifying that the drawing (1vo. 12-019) prepared for Metal Tech, Inc. is engineering wise identical to ASSA's generic drawing (No. 11-111J. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 914-0129.13 A. DRAWINGS 1. DrawingAto. 14-004, titled " Maximum Impact HVI HV2 Accordion Shutter , sheets 1 through 28 of 28, and sht. 28A of 28, prepared by Tilteco, Inc., dated 0112012014, signed and sealed by Walter A. Tillit Jr., P.E., on January 29, 2014. B. TESTS 1. None. C. CALCULATIONS 1. None. "W wu- elmyyA. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0905.03 Expiration Date: OV26/2022 Approval Date: 02115/2018 E-1 Shutter Tech, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. None. G. OTHERS 1. Asset Purchase Agreement. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 15-0624.03 A. DRAWINGS 1. Drawing No. 15-155, titled " Maximum Impact HVl HV2 Accordion Shutter sheets I through 28 of 28, and 15A & 28A, prepared by Tilteco, Inc., dated June 01, 2015, signed and sealed by Walter A. Tillit Jr., P-E, on June 04, 2015. B. TESTS 1. See Association's generic approval under 15-0803. C. CALCULATIONS 1. See Association's generic approval under 15-0803. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatory and -Economic Resources. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 15-0803. F. STATEMENTS 1. Letter by Tilteco Inc., dated May 22, 2015, signed and sealed by Mr. Walter A. Tillit, Jr., P.E., certifying that the drawing (No. 15-147) prepared for Shutter - Tech, Inc. is in compliance with FBC, 2014 Edition. . 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL lr 17-0201.Dl A. DRAWINGS 1. None. B. TESTS 1. See Association's generic approval under 15-0803. J /. H6dhy A. Makar, Y.E., M.S. Product Control Section Supervisor NOA No.17-0905.03 Expiration Date: 04/26/2022 Approval Date: 02/15/2018 E-2 Shutter Tech, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. See Association's generic approval under 15-0803. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 15-0803. F. STATEMENTS 1. Letter by Tilteco Inc., dated January 17, 2017, signed and sealed by Mr. Walter A. Tillit, Jr., P.E., certifying that the drawing (No. 15-155) prepared for Shutter - Tech, Inc. is in compliance with FBC, 2014 Edition. 2. Release letter issued by the American Shutter System Association, dated January 18, 2017, certifying this product to meet the criteria of product tested and approvei� and allowing Metal Tech, Inc. to use the test results approved under Miami Dade County Approval No. 15-0803, signed by Ms. Carissa Ramos. 3. Acknowledgment letter by Metal Tech, Inc., dated January 17, 2017, signed by Steve Buzzella. 5. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 17-111, titled "MaximumImpact HVl HV2Accordion Shutter ", sheetsl through 28 of 28, and 15A & 28A, prepared by Tilteco, Inc., dated July 28, 2017, signed and sealed by Walter A. Tillit Jr, P.E on August ll, 2017. 1. See Association's generic approval under 18-0097. C. CALCULATIONS 1. See Association's generic approval under 18-0097. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofP.egulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 18-0097 F. STATEMENTS 1. Letter by Tilteco Inc., dated July 28, 2017, signed and sealed by Mr. Walter A. Tillit Jr., P.E., certifying that the drawing (No. 17-111) prepared for Shutter - Tech, Inc. is in compliance with FBC, 2017 Edition. "I� A� 67HeImy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0905.03 Expiration Date: 04/26/2022 Approval Date: 02/15/201S E-3 I. BEIHIN N.V. ACCORDION SlNllpy sT$IFy SHOAm ON MS mDUCT AFPRWAL DOCUMENT (PAD.) HAS BEEN VFAOIEO FOR COYPLWNCE IN A[CARp,WC{ WON ME 2017 (6N Oman) OF ME FLORIDA BUILDING CODE. THIS ACCORDION SHUTTER SYSTEM MAY BE WSrALED AT HIGH VflMRY "RICARE ZONES DESIGN WIND LOADS SNAIL BE DETERMINED IS PER SECTION 1620 OF ME ABOVE MENTIONED CODE USING ASIDE 7-10 AND SHAI NOT UBE, ME MOONM (ALSO) DESIGN PRESSURE RATINGS INDICATED ON SHIFTS 12 MRU 17 & 25. 26. 26 & 2" CORX 6Y� TO"No�MpA�BT Me IN Oe"M PTO COMPA E WEBE W/ AWN Boace (&SO) DETERMINED ASIDE MDIIGS M CATTEED ON�9IE�EIS I2 WIN) 117 h 24 2BLOADS'l IN ORDER IO VERIFY THAT ANCHORS ON THIS PAM. AS TESTED, WERE NOT OVER STRESSED, A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS =USED IN THEIR µALTSIS. BERTHA H.V. ACCORDION SHUTTER SCSTDA'S ADEQUACY FOR WIND AND U&CE M4SCE SECTION IMPACT LOAD HAS BEEN VMnM IN ACCORDANCE AM OF ME ABOVE MENnONED CODES As PER AR REPORTS: W -1N BLADE Q /0214.01-03. /0715.01-03, 1IM4.01-05. /1214A1-05 P0317.02-06 AND FC609.01-10 AS PER TAS 201, DS 202 AND TAS 203 PROTOCOLS. -NV WINDOW BLADE 6 IOSOSAI-06 AS PER TAS 20%. 202 & 2W PROTOCI µTT 072S01-W AS P, DS 202 PROTOCOL -IVY BTADE02 /042201-05 AS PER TAS 201. Tµ 202 AND TAS 203 PROTOCOLS. 2 HV BVDE RAND W BADE(9)ARE ENGINEERED TO WORK IN UNISON WITH EACR OTHER IN AREAS WHERE ME DESIGN PRESSURES TRANSITION FROM END ZONE 5 TOINTERIORZONE 4. FACH WIND ZONE MUST BE CLEARLY IDENTIFIED IN ACCORDANCE WIN ASCE 7-10 ALL MOUNTING CONDITIONS AND FASTENER TYPES SCHEDULES MUST BE APPLIED TO ME�0O R33[ES5PONp:NC WHO ZONE. TNIS SHALL INCLUDE REQUIREMENTS MR MIN, SEPARATION TO GLASS. DELIMITATION OF "NO ZONES 4 µD 5 AS WELL AS VALIOIIY OF COMPONENTS FOR NV BLADELIJ&�EJPONMNOSHUTTERS SYSTEMS FOR TIMER WIND ZONE SINLL BE PREPARED µD CERDDED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT BASED GN TINNING CONNGURAnON µD AYE ]Siµ ACCORDIONARD, µ0 SHALL BE SUBMITTED TO ME BUDDING OFFICIAL AT ME TIME PERMIT IS µPIED FOR HV BLADE 1O AND W WINDOW BADE ® ARE ALSO ENpNEM, TO WORK w UNISON WIN MIT OTHER UNDER ME GE:EIUL LAUDATIONS AND CONDITIONS OF USE INOKATED ON SHEET 26. 3. BERTHA H.V. ACCOROpN PM DW SCREWS), MISSED AT BADE NNUCM, AND PON DIRECT MOUNT CONNECTION TO TRACKS SNML BE / 1,n.75 An, 114x1.]5 RESPECTNELY, 4TO-HT MINIMUM SERIES SEAMLESS SIIEEIL. SCREWS WITH Im.0 kM YIELD STIEN.N AND 1m Wi TENSILE sTBENGM PINK s1W1 BE NATio WIN BERTHA HV DALRO Muo COATING SYSTEM AS MANUPAL'TURED BT 4. ALL fiO W-T5 TINM.SORS SNALLL BESAUUUMIN ASSOCIATION ALLx�EN �wER AS (INDICATED ON SHEETS $2 0 3. INIM M YIELD STRENGTH MR 6063- RM FINS MUST BEEDI WE W HAVIONG ON THEIR READ. F'OF 60O5-TS AtOY.TES ALLOT IS 31.7 Wi µ0 35.7 k>I S. AL SCREWS TO 9E `aUNWSS STP.EL W- 0x 316 A51 SQR6 ON CORROSION RESISTANT COATED CARBON STFFL AS PER OIN 50016 WAN 50 k>i MIN. n:LO STRMCM AND 90 ke MIN. TENSILE 51RENCw -0 TO COMPLY W/ FBC SECTION 24; IA3A. 6. BOLTS TO BE ASIN A-307 W VANIZM STEEL. OR AS 304 OR 316 SERIES STAINLESS STEEL WITH M ksi MINIMUM YIELD STRENGTH. ]. SEE ME FO LOMNO SHEETS FOR ANCHOR $PECIEIGDONS W BATTED; 13. 14. 15. 151 16. 17 AND 2Bl HV otUDI : 26. NV 6WE (D & ® WORKING IN UNISON: 13. 14 & 16. & MS BENR4 N.V. OLCARIMN SNU TINT SYSTEM' BFMS A U.S PATENT 16'720,582. COMPONENTS OF M5 APPROVAL ARE COVERED. IN WHOLE OR M PART BY U.S. PATEW I5'45a,179 SSUED TO EAs1FRN uEru suPPtr, WC 9. IT SW11. BE ME RESPONSBIIITY OF ME CONTRACTOR TO VERIFY THE SOUNDNESS OF ME STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CMq A T,, TO SEAL/CAULK ALL SHUTTER COVPONEW EDGES WHICH REMNN; THRU FASTENING IN CONTINUOUS CONTACT WITH THE OUTDOING TO PREVENT VORD/RAN INTRUSION, 10. EACH UNIT MUS BEAR PERMANENT I.A00. IN A VISIBLE PACE WITH WARNING NOTE: BURNS PERIODS OF HURRICANE W.1.RNINDS HOME OTHER. TENANT, OR OTHERS, MUST PROPEJaY CLOSE A11 W AND HO CENIFRMATES AND ENGAGE OR LOCK ALL W AND HD LOCKS 11. A' PERWNEN} S1UrTER MANUFACTURERS LAME- SHALL BE PALED ON ME EAPOSED SURFACE OF ME SIDE PAL APPRpWNA1 Y 4• BELOW ME TOP OF SUCH RAIL UASM SHALL REM AS FIXIgVS: -TET2T.WHOM. Ft - PLC. MLWI - DADE COUNN PRODUCT Comm APPROVED. 12 =ME H.V. XJCS R IN SN,T SYSRN'S INSAUATION SHALL COMPLY WITH SPECS INDICATED IN NIS DRAWING PLUS µT RUINING AND ZONING NMUI nONS PROVIDED BY ME JURISDICTION WHERE PERMrt Is MvuED TD. 13. (a) MI5 PAD. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION MR A SITE SPECIFIC PROJECT; Le. 1111.1E SITE CONDITIONS DEVIATE ROM WE PAD. (b) CONTRACTOR TO BE RESPONSIBLE MR ME SELECTION. PURCHASE! AND INSTAMArKM INCLUDING LIFE SAFETY OF THIS PROWCT. BASED ON THIS PAD. WXIYILrn HE/SHE DOES NOT DEVIATE F ROW ME GONCITONS DETAILED ON MIS DOCMENT. WNSRN)CTIN SAFETY AT ME IS ME CONTRACTORS RESNNSIOW.. (c) MIS PAM WW. BE CONSDERED B ID IF AUENm Br ANT MEANS (B) STE S'EQDC PROHMIS SHALL BE PREPARED BY A RORIDA REGISTERED ENGINEER OR ARCHITECT WHICH PON ESR E BWILL BEGONE ME ENGINEER 9F RECORD (E.O.RJ FOR ME PROJECT AN, WHO WILL USE OF THE PRO. ENGINEER OF RECORD, ACTING AS A DEIECAIFD ENGINEER TO ME PAD. ENGINEER SHALL SU IVR TO MIS LATTER ME SITE SPECIFIC ES S FOROR R REVIEW. DOfl NE PROPER (e) ORIGINAL PAD. SHALL BEAR THE DATE AND ORIGINAL SAL AND SGRANRE OF ME PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. TABLE OF CONTENTS AREA 1 • HV BLADES (1) LTA & GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEHRLY 3B-43 AREn 4• MA BLnDE (l AND HV WINDOW SHEET 4 B DE (IA (WHET APP I AB EI TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALIANON DETAILS A-Z, CONCRETE/UWCK SREET 6 INSTAllARON DETAILS F-L, CONCRE3EIRWIT SHEET J CENTERWIE DETAILS HV SHEET B CEHIERMATE ALTERNATING DETAILS HV SHEET 9 CENIERMATE DETAILS NO SHEET 10 ENO CONNECTION DETAILS 1-6. CONMEIE/BLCN SHELF 11 MA%IMUM SPAN TABLES SHEET 12 ANCHOR SCHEOUIE- CONCRETE SHEET 13 ANCHOR SCHEDULE- CONCRETE SHEET 14 ANCHOR SCHEDULE- CONCRETE SHEET 15 ANCHOR SCHEDUIE- CONCRETE BLOCK SHEET I5A ANCHOR SCHEDULE- WOOD SHEET 16 ANCHOR SCHEDULE- WOOD SHEET 17 INSTALLATION DETAILS M-R. WOOD SHEET I6 WSTALUnN DETAILS S-K. WOOD SHEET 19 END CONNECTION DETAILS 7-12 & X, WCOD AREA • HV SHEET 20 B AD (21 ON V TPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 21 INSAAATION DETAILS AA-G% CONCRETE SHEET 22 CENIERMATE DETAILS HD SHEET 23 END CONNECTION DETAILS 1-6 & )L. CONCREE/BLACK SHEET 24 WAMUM SPUR TABLES SHEET 25 ANCHOR SCHEDULE, CONCRETE AREA 4: HV WINDOW BLAD fA ON SHEET 26 Y TYPICAL WINDOW BADE & WINDOW DETAL SHEET 27 TYPICAL SHUTTER ELEVATION AREA 5: HV WINDOW RLADF, m ONI SHEET 26 INSTALLATION DETAILS, METAL STUD WALLS SHEET 28A THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA rBGDUDirFcb.sLD e: mn.'K,,rs.aGI weFluim unceN017-o o5_0;: I•A/O/-/ g 7 Ce ; c J; ••• -- ; �•r JGEI'1SF •A.9 ; ? NaN0.4416T `L [*: 9 i!('f rtrW AYAA = 0 .• ( � •'•� (D2D1T T W IYa (FHGNW,,G ) FLORIDA BUILDING J1iLfTTER'TECH> Dbc (AssA p 26) 7485 WEST 2 COURT HULFAH, FL 33014 PH (305) 823-2323 FM (305) R26-7979 CODE (High Velocity Hurricane Zone ® Z017 EASTERN METAL SUPMY. INC. IL�� (�'- TIWT TESTING & ENGINEERING COMPANY e»9 Nc 3su. sl. Sh ]EMS IppMA f AS Nppw H. Pl,ma : (b5)B)1-153a . rm : I305)B71-IS)1 - H L100"'. -ALTER w mn.t. P. E. I «1In MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER 0 H.V. WINDOW BLADE & H.V. BLADE Lv. x NmcB,RDN mrz . LC. DAT Lc. 1 oLD 15-159 7/26/1 DATE: ] MIAMI-DARE COUNTY LI EIj1L AAAgdT j1 P.E. SEAL/SIGNATURE/DATEu� 2 DRAWING No 17-1 1 1 4 s SHEET 1 OF 2A s T6v .MooN 6Ma � K. 8 a." 9£ w' s . a S` 4.857 HV rWINDOW B enr8'79 (2)HV BLADE COVERED UNDER US PATENT / 5458179 DNS OF USE OF BLADE ® ON SHEET 28 6005-TS ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER 6" 2226" m Y16' ©HV ADJ. FLOOR TRACK OUAUFIED FOR USE WJ HV e ADEp,& 6063-T6 ALLOY AND TEMPER 1.91T" 03' q O60" �W a T• ]. 20' 11 HV CEILING HFAOFR QUALIFIED FOR USE W/ HV BLADE T & SEE SECTIONS FOR%IDIIY 6063-T6 ALLOY AND TEMPER [f WL %YN Y 1' 1' m"6 O62' Qu SID A BALBLAD 1 USE i/ IN BLADE LO ,® & 6063-i6 ALLOY AND TEMPER ner 07 HV ADJ. gpppTER WIMP QUALIFIED FOR USE W HV BLADE&( 6063-T6 ALLOT AND TEMPER ALUMINUM ANGLES QUALIFIED FOR USE W/ HV BLADE (SEE SCHEDULE) 6063-T6 ALLOY AND TEMPER PRODUCTREV:SED m romylTioy wish Dle Fl6•Ira AMryea—gt T I - Dse oy n1mDI co, I TI,.IET pmsm o. o Ml• 5' B99' O HV UNIVERSAL FLOATER QUALIFIED FOR USE W/ HV BIAOEQI &(P 6005-T5 ALLOY AND TEMPER ax ®HV WALK —OVER TRACK QUALIFIED FOR USE W/ HV SLADEQI & D 6063-T6 ALLOY AND TEMPER 9 ` .09Y .03]• fi10 � v 13 HD MUNG HAD R/SILL QUALIFIED FOR USE W/ HV BLADE QI & II{{�� SEE SECTIONS FORIGAUDILY 6063-T6 ALLOY AND TEMPER LONPONENF A 21/81* J�(D ® 2" 2.5' ®HV DIRECT MOUNT QUALIFIED MR USE &WI HV BIADE .I & 6063-T6 ALLOY AND TEMPER 994E V OM' . O HV TRENCH TRACK QUALIFIED FOR USE W/ HV BLADED ONLY. 6063-T6 ALLOY AND TEMPER VARIES 1.916' • .I2S' 093' 3v 14 HD WALL_ HEAD QUALIFIED FOR USE W/ HV BLADE Q & SEE SECTIONS FOR ALIDITY i2p OUAUFIED y USE / HV DLADE ,® & 6063-TS ALLOT AND TEMPER ©MIT MMUX) MG (M1601EiAMG) rJ}iUTTEB=TECH, we IL E C O INO. (A55A d 26) TIWT TESTING & ENGINEERING COMPANY 7485 WEST 2 COURT 55 NY XM.I%bA NPQ 4 GWm NPpp. y,m Pnww : (JOS)611-15]0 . Fav : (3'b)0T1-I531 HIAlEAH, FL 33014 ,mi: 4l temOpclsvn a EB-OM6)19 wuT9R A mur a.. P. E PH (305) 823-2323 FAX (305) 826-7979 E1D9W. NG 1418T B1' 13 a6 QS HV 90a/180' ltv STARTER QUALIFIED TblE Wf HV B ADE' & 6063-Tfi ALLOT D TO PER V HY RAINGUARD QUALIFIED FOR USE W/ HV BLADE 1 & 2. 6063-T6 ALLOY AND TEMPER y 110• 2R0••L'J (1.0. ADD asel• 15 SHD C 11N HAD R/SIL QUALIFIED FQR USE W HV BLADE 8.® & 6063-T6 ALLOY AND TEMPER METAL SUPPLY. INC. DRAWING NO 17-111 f. 76' 6x' 1.3x5' . 21 HV CE_ NTERMATE QUNJFlED FOR USE W/ HV BLADE QI & to ONLY 6063-TES ALLOY AND TEMPER PW NRM'T OVATION LOCKER FOR "T" LOCK C NT RMATE QUALIFIED FOR USE W/ HV BLADE 1OONLY 6063-T6 ALLOY AND TEMPER Im CK QUALIFIED FOR USE W/ HY BLADE 1 & 2 6063-T6 ALLOY AND TEMPER VNBFS, 12' MN. 1/1• .10 Es OR 3/ev-m IG<M. MiY05fAE.S (SEE 0[T/a51 ® LOCKING ROD A �QUALIREO FOR USE W2 HV BLADE IQ,� & 2 60ALLTES ALLOT AND TE ER RILED AT WILL REQUIRE A EMBED HOLE 0 ILLED AT TRACKS FOR PROPER EMBEOMEM ONLY 6063-16 ALLOT AND x. a• I J58' 922' °6 ® V NL "T" OC CE E E QUPLFIE063-TS UA51.LOY/AND TEMPPEERR 1 ONLY 6063-T6 ALLOY AND TEMPER 3]5'0 ® Hy��j8_0-16 Al-16 A( QUALIFIED BIADE 0& Q2HV 0 P IFl60 FOR 6063-TIES FOR USE W/ 9063-TES ALLAY m i16T XW/ I �'-10 E GST S4.M5. H]INN° FIUNEL (1 IW.) W3D PUNIFU B P m m 310 4 D) (CIgNE 0® FlOC W/ HV BLNE� & ® ONLY. P m EN0 MY5119 CWl6 ewm vAJmn Es >uwH xN08. WA4 CYYrvDEN (CIPONE MiF°) ® HV EGRESS LOCK QUALIFIED FOR USE W/ HV BLADEQ& ® ONLY. xsD• o.D. PVSTIC NEAP � 1°14 z• uon�ro. S(ALF AFTER PIVETNG 1/4"0-20 x 3/4" BEFORE RVERNG S.S. THUMBSCREW 1/4"0-20 RIVNUT+ "SEAIEe 9H. ILININYY (2W.. .WD» yAEE r1pVCE TIIN tv S. NNSFR. PIM 10.... NAM.r GULPED 91 6MkL CI(AT' TEYfOWI. PNNPPEHY, NOR JEISLY OM51 ON WML ® HV "T" LOCK ® HV ALTER�NATIV L0cKK. OUAIJFlEO FOR USE QUALIFIED FUS, USE W/ HV W/w BLADE 01 ONLY. 8 E(,1J ONLY. ® D S T DUP116053FDTfi ALLOYW/ AND TEMPLE 1 al &O 1/2- cy1/K'e HV 1 /4" 0-20 AISI 304 ERIM S.S. QUALIFIED FOR USE W/ HV BLADE I & Q Ob .515' e6o no �mMManraN KEY A OR KEY CYIINOL¢ o.a]5' MN. 1 .125' Ma.. pp n b TNNBNg1 CYMNDER OR Q 1.SJ Mn LH1NDfA 1.ua. ® HD LOCK W RECENT HMioWARE MOROSE LOCKS SERIES 233.3 HOOK DOLT LOG(. QUAUFlED FOR USE W/ W BLADE 1D& 2O �• �N'. ., �� 92017 TLEW NO. (EN=EWNO) 02017 EISIERi METAL SUPPLY, INC. PRpDIurxSv:sEo ,• P.•'`GENS••`••. PI3R Nil6:haPkH. y1 F S}t[1TTER TECH, tNc MAXIMUM IMPACT HV7 HV2 6anditrCas I A«mom nNoL 03 C ACCORDION SHUTTER U°O�M IL ECOINC. it W1O NV My 9ho11eE&H. �, (ASSA / 26) .N. BLADE 1 W OR W 0 HV. WMBDW &Nm k .Y.LRAD u;e..iDx, tt(b.. .Q `.� TIWT TESTING & ENGINEERING COMPANY AN. x OEiRIPrlox DATE 7485 WEST 2 COURT .fl F,....... P,•: `T exss x.w. xu.O507I1&5 .F 4(JM)EI°aG vl9e I 0In 10-r 55 T/29/1 GATE: DT/Z°/1] 1 Phm.: (3os)m,-15b. P..: (e057eT1-1n1 . I m'®�Deiie s"N HNLEAH. FL E3014 x DRAWING No I -` F°S/ONAI��Ld L W&TER A, TwT I u16JE PH (3D5) 823-2323 FAX (305) 826-7979 a 1 %-11 MIAMI-DADE COUNTY P.E. SEALSIGNANRE/DATE RONDAa SHEET . \I SHUTTER ASSEMBLY SCHEDULE FOR HV 1 HV AND HV2 BLADES. 10 HV BLADE 1 HV BLADE 1A 2Q HV BLADE 2 3® HV LONG RECESSED NYLON BUSHING 39 HV SHORT RECESSED NYLON BUSHING 40 HV NYLON HAT WASHER ® HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870"x3/16" THICK NYLON WHEEL. 0.188"0 AISI 302 SERIES S.S. RIVETS ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD 'K @3 HV 2 3/4" ACCORDION PIN W/ #8 HEAD ® POLYCARBONATE IMPACT RESISTANT.HV WINDOW (SEE SHEET 27) (1) W PIN 0 SHALL ALWAYS BE USED AT ALL EWERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ W 1D OR HV ® BLADE (2) M/ PIN 0 MAY BE USED IN UEU OF 0 AND ONLY AT EKIERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HVQ2 BIAOE WHEN CORRESPONDING TO INSTALLATIONS 'CC' AND 'DO'. SHEET 22. (3) Hd PIN 0 OR ® W/ 1/2' O.D. 1/16" THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTAUA110N PER DETAIL X. SHEETS 11 & 24. D or EXTERIOR or TYPICAL SHUTTER ASSEMBLY SCALE: 3/8" = I' TYP. WHEEL CARRIAGE DETAIL NTS mwN.T.S.� ERIOR OR®AT UCKLE. * FOR ITS) FLORIDA BUILDING CODE (High Velocity Hurricane Zone tDOCUCraEVlsB:] •p�' .............. ✓9 ©xnn mTTxc LNG (u+cwmeixc) ®zon EASTERN METAL SUPPLY, INc. cnyl3+�s •dlhiMFlOKde i AG S iz ila:^G��= �=,ry�#]�� ' % SHIITTER TECH, DTC.11 MAXIMUM IMPACT HW HV2 Ascey Nio Q'4 "" 0 + .x a ACCORDION SHUTTER :� 1 BB0.THA NV AcmNion Bhutto Byshm SSA p 26) A. I W OR W 0 V. W)NDOW B & H.V. BLADE 6Lv+aE5 11C TILLIT TESTING &ENGINEERING COMPANY IV. x wscxlenox DArz SSk L'cx:tro '� Y' \w onrm LC. 9 ., f P �' P wss xw. sea. ss, n.. ws, uxcwu wows, rwNw .ulen 7485 Q WES. oln 2 COURT , Is- ms T/za/I DATE: 07/28/17 _ PAena : (.MS)BT-ISdO . Fov : (]O5J�1-Is]I •� �S%ONALti„nIII -_,: x�l,�ooael.wm HNLEAN. R 53074 x DRAWING No iiAxAnlpl w.0 R[ A nowsr Jr.P. c PH (305) 823-2323 FM (305) 826-79]9 A 7— FlM & uc. / r. P. x SHEET MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE 6 4 OP 28 SEE ENO J CONNECTION DETAILS ON SHEET 11 TYP. FULL HEIGHT. "I �..�� I_ ul F O- PRCDUCi Bl w mmV*8 MIL 16o E,N-Wo BM(.BDy C:ve Amrv.:.«NR l Hyx:}bBLw O. Byy Mae" a M l:1 Cmr. ' MIAMI-DADE COUNTY .©J i'' Im1:1 OF CORNER CENTERMATE *NOTES ON HV LOCKS AND rENTERMATES, 1. LUNOATYIRY CDNORIDN 81. ONE NV LOCK ® or® SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12' ABOVE ORB OV] 2 OF SHUTTER SPAN FOR SPANS UP TO 105', AND FOR INSTALWI�ONS AT ANY ELEVATION. ♦N LOCK or 4 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO QD OR CERTDRMATES W/OO 1/4.0-20 x 1/2' LONG FIAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2. In TWO HV LOCKS OR OR ONE HV LOCK OR W/ TWO LOCKING ftO05 AT TOP k BOTTOM SHALL BE SE F R ANY SPAN AND IN AL&I Ai ANY ELEVATION. HV TACK ® OR ® SHALL BE ATTACHED TO Q� OR '& CENTERMATES W/ SAME SPECIFICATIONS AS PER MANDATORY CONDITION qt. LOCATION OF LOCK LOCKS AS APPLICABLE SHALL BE PS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE 13 ON SHEET 12. 3. IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES. UP TO 1W0 HV LOCKS OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES OR SHALL BE AS INDICATED ON NOTE (1) ABOVE LOCA ION OFLOOKSSHALL BE AS INDICATED ON TYPICAL SHUTTER EU£VATION. UIY WEN MA BY CONDITION it OR UMITED NANGWJERY ,E USED EF 0� ESIREO TO ENHgNCE SH KIUTIER RPERFO MRNCEN LOCKING R�ST�OR I4N AIiFRNADTNE OEVICEY MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 5. MANDIUCRY CONDITION 112' ONE HV LOCK a 50 SHALL BE USED AT CORNER CENTERMATE$ FOR ANY SPAN AND INSTALIANONS AT ANY ELEVATION. HV LOC or ® SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2' LONG FIAT HEN S.S. M.S. TWO LOCKING ROBS AT TOP & BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEATION. l4+XIMUM SHUTTER SPAN SHN1 BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 8. ONE ALTERNATE HV LOCK NAY BE USED IN LIEV OF IN LOCK oT FOR ANY 5PAN _ INST (IONS AT ANY ELEVATION. AL NATE LOCK ® MAY WBE USED AS AN NO OR OUTSIDE LOCH. ATTACHYENi OF 1/4'0-20x3/4' S.S. THUMBSCREW TO ® OR ®CENIERNATFS SW BE MADE W/ 1/4'0-20x3/4' ALUM. RIVNUT AS SHOWN ON SECTION HVE. SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. *NOTES ON HV "T" LOCKS AND CENTERMATEc• ONE ALTERNATE HV T LOCK MAY BE IN IN UEM OF HV LOCKS ® OR FOR ANY SPAN ANO STAWTI01! AT MY ELEVATON. ALi TE LOOK BE USED /S PN INSIDE OR .1 S10E LOCK. ATTACHMENT OF LOCH INCLUDES USING REINFORCING LOCKER AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE CONNECTED TO CONLEPMRES ® AND ® W/ 1/4'0-20 x 1 1/2" LONG S.S. THREADED BOLT W/ 7/8'0 x 3/3Y VNGNUT OR W/ 1/4'0-204' S.S.M.S. INTO A 1/4'0x 5/5' RNNUT. LOCK NAY BE INSTALLED AT MIDSPAN OR 12' MAXIMUM ABOVE AND BELOW MIDSPAN: USE OF TWO LOCKING RODS ® TOP AND, BOTOM IS MANDATORY. *NOTES ON HD LOCKS & CENTERMATES• 1. : ONE ALTERNATE HD LOCK 0 MAYBE USED IN LOU OF HV LOCKS OR FOR PNY SPIN ANO WSTPLLNIONS q ANT' E1F/ATION. ALTERNATE NO LOCK ©MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF HD LOCK'TI TO 9 IS W/ 3 PB x 318' F.H. SS.M.R. AND INCLUDES PeNFORCEMENT INSERT ® AS SHOWN ON SECTIONS HOB-H AND OC-HVC. SHEET 10. LOCK NAY BE TNSTAI l E" AT MIDSPAN OR 12' HAI BELOW OR ABOVE MIDSPAN. USE OF LOOKING RODS ® IS COMPLETELY OPTIONAL (G)201] DoEC0 INC. (ENGINEE0N0) * IL ECOENG. LA •1111Y 11WT]TESyING & ENGINEERING C3Panb IL ^ k.: (]671-151 maE .- ID unowoeDLwm . w11FFR I TUD]1B Jr. E _ RQRIM Ow H1 ... 1 67 SHUTTEH TECH, (ASSA ® 26) 7485 WEST 2 COURT HIALEAH, FL 33014 PH (305) 823-2323 FAX (305) 826-7979 ® 2017 EASTERN MEPL SUPPLY, INC. MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER BERTHA HV AoRoHoosh0 symon .V. DO W HRIVE .V. &E .1 [L0Wsg '.HLBCA. oIC o—IOPRl' DATE: 07/28/1 z DRAWING No 17-111 N 1 POURED CONCRETE POURED POURS m CONCRETE RACK WNCTM CCNCRETE REWIRED I/4'I-xOaJ/4- SS. REWIRED REGUIREG CONCRETE ANCHORS CONCRETE ANCHORS MACHINE SCNEINS CONCRETE ANCHORS SEE sGHEDULE ON (SEE SCHEDULE ON W/ 1/4'-20 (SEE scHBxnE 0x SHEET 13) SHEET 13) SHEET 13) Nubs R 12' G.C. Y1. --- 12 a+14 Wn. 1/4•D-xaa3p'ss. On. I aR 18 m USING E/4'-22NUT5 I/ 19 ED x' , B 12' O.C. u0a. - _- 13 oe 5 __ 13 A I5 L T 25O' 11 G E j I .2A' Nm G'a a/ Roa. -°P10"111' I � T APnmul MN. 3PARAiun rp JUE O (yg ON. SEpAWTpN �mEIYZE wq¢r ro PAAss 'I Tx Tm 9APE(i)un ®� (SEE SHEET 1) G 1 IXlsnxc 12. 9EET xB fm 1 OR uw.:EnAawnov I 1 IX —i SHEET Izl cuss, Bxsp, A TO Gxh55 r—(SEE scJ muu: © HV WALL HEADER INSTALLATION ON Donn SHEET 12) QA HV WALL HEADER INSTALLATION BQ HV WALL HEADER INSTALLATION Cai IXlmxc CIA55--I Mµ gp GIAS MIN. SEI, ATION I I TO PASS (SEE I I OR ® 1 IXI.No TO Gl ' SCEION cuss (SEE SCNEWLE. on- 12I FOR SLIDE I ND YIN. SEPIRANON SNEET Ix) 1zap G GA55 —(GEE =amG2) � � _ MEET ,2, f GPIgrWL q /..M I I i I I/9 oPnaHu 1/4- uaa. --_ •r •r -_- E 0.0 f @ G O D. 7(ma--ULct�Tr'l 1312 W I4 -- -- I/e0-zD,3/a'PHIWOs muss HET➢ -0-20a3/C 5.5. PHIWPS ONCREIE PNCH0R5 IWMACHINE SCREWS USING ORSSS HEAR NCHINE SGEWS POURED CONCREIT (SEE SCHEOULE ON SHEET I3 h 15A) Min. 1/4-x0NU15 B 12'OCPOURED CONCRETE SHEET 13k 15A)N 1/4•-23 Run O Ix' O.C. OR CONCRETE BI.00K OR CONCRETE BmCN WALL RWNRm D HV WALL SILL INSTALLATION (SEE SCHEOIAE an RmNRm Q HV WALL SILL INSTALLATION POURED CONCRETE SHEET 14 k VNU OR CONCRETE BUD" WNL REWIRE O HV WALL SILL INSTALLATION INSTALLATION DETAILS W/ 0 HV BLADE & I7ESFESNEft 4 FORE""�"mxAD .aF SECnONS.- Q HV + g HV BLADES) AS APPLICABLE 1- T'PGL SHUf1EA 0 E 0. - EDGE OnlWE ♦SEE 11NRAnONS Of USE FOR ASSflTBLY (SF£ sPEOFlGl10N$ ON SHFEf 14) 2- MWNFNO SECTON$ GN B= MURREG RUDE ©ON SHEET S N ANY WAY TO SUIT DISTAL RKIN. FLORIDA BUILDING CODE (High VeICCRY Hurricane Zone PRCDU:TNc_V1SEU 'L� ��•,..••••• .....�l' 020n MMC0 M. (waMISER! 0 2017 cuTERN MET& SUMY, INC. nPT)'ipg piLS @c EjGpIH +'y�P:' GENSF 'k9 _ MAXIMUM IMPACT HV1 HV2 awiamG�,TC �% , //�W SHIITTERTECHe me ACCORDION SHUTTER EY AzsP ov�N0j��3 ` IL O INC. BERTHR HV AoxMi00Shv11er5pN (ASSA 8 26 41 OWE I W OR W/O HV. WINDOW BIAOE k H.V. BLADE #2 MEv. x Ocscmrn0x DAM pc.o LC. TESTING & ENGINEERING CONPANY ieaiU 20A'De� O A i RTA D W SA TIWT e3ss xW. vu v- s. Sm, vlm+w w0va. nOWw vlee 7485 WEST 2 COURT I an 1s-I59 7/28/I; GATE: G2/xe/Il Pnene : (SDS)eT1-1sw . Ea. : (DosleYl-1s31 HU1FAl1� FL JJ014 2 --FF-me®w�s006—m 3 DRAWING INo ."OR a nun P. E PH (305) 623-2323 FAX (305) 626-]W9 4 17—) 1 SHEET MIAMI-DADE COUNTY P.E. SFAL%�IG�'AR1RE/DATE ww�, µ16T s __ 6 OF 2B L� T4RG::T� © HV CEILING INSTALLATION ATION FNImNO a g 3 OR I14W/4' HEY HEAD I' TEN WREm O B. O.0 OR 1/4b-'10 SS Y.S. CONCRETE mcl-afS W/ NU] O O' O.C. I (SEE SCHEODUE QY yie I SNEIX 15) (2) HV RAINGUARD INSTALLATION t mualxAnax oE�x�: IEEE 4 FOR T1T'IGL 91UTFR • E 0. =EDGE ORTANCE xG SECTONS Gfl BE C (� 51£CJFlGTONS ON SxEET 14) TO SUR NON: ANY INSfN1AON: D MLAMI—DADE COUNTY PJ.�E.1' OR go i a_(� µ' NIX W12' O. .CREWS 12' O.c.S C E0.YCHONSCHfDUIE ON SHEEP 14) (9 HV FLOOR INSTALLATION t MN. SEPARATON TO cuss _{ :E£ SCHEDUU: 0! 1 SHEET 12) 4 HEX WASHEg ➢( SCREWS O rS.DS. C. -CONCRETE ANCHORS CONCRETE (SEE SCHEDULE ON REIE BLOCK SHEET$ 15 k 15A) Q HV WALL FLOOR INVA1 I ATION Damns cuss— OWN 8 EDGE OF —A IF MPNUBIE CON U .--1 flEODIISD MT HEAD CONCRGIE .WCHORS (SEE SCHEDULE ON SHEETS 15 h 154) 01 HV WALK -OVER INSTALLATION �N © HV WALL WALK —OVER INSTALLATION _ 02017 TLaECO INC. (ENGWLndxO) LIECO SHUTTER=TECH, tam * ` ' (ASSA / 26) L AY TIWT TESTING A ENGINEERING � 45 Bass x.W. aau. a., a. aoe. xlmxu 4VdLx L1111 gmns : (b5)B]Q-1SW .Fax : (MS —m a: OtesOaa.eam EB-W 6]19 WALTFT A TWf J, P. E ATE a1gF1pA ye. I Ma6] 7485 WEST 2 COURT HIALEAH. FL 33014 (305) 823-2323 FM (305) 826-7979 INC. DRAWING No 17-111 SHEET 7 OF 28 oUT Y .{� SEE NJ16 GN 1➢:UNO RdA®. NV IDCYS© y® INSTALLATIONS W/ 1 HV ^�E��� ®�D � IN �-D6STNGGVSS **G BLADE W HV CENTERMATES w �A�P�aW� „„a�NEo ©`"®R^©• 7O°"I/eOO1f0•®°A OR SEE END WALL CONNFCTION IX6PNO CIASSallAILS ON SHEETS —i Tx2 xT/8'x0'-3 W0 T6 HL4Y) µLN. I O• ®a ®9 •®a 1®•�5 1 1/A' ) 6 1/2 2- t w/(z) ra imcoa WCHgS `D CONETE CR I I/z • OPPOSING SYMMETRYCAL (lOP/BOITON " Id/2• S.N.S. TO THE Ai E/SH Ax0.E (TIP) ENTER ,OxJ A N. SEPARATION / /' s.as. o Tz' MAC S CENTERMATES c�k O.C. NLL IENGHi. W/ HV LOCK 5 I ro cuss W/ HV LOOK �_ 0. ¢y (SEE SCHEASS ON # sxEEr ,2) ®' 35 IN 3 0 L O HVA ® HVB ---------------- HVE a -©w®m �F%ISTNC CHVQ POURED CONCRETE OR CONCRETE BLOCK WH REOU EO NIN. SEPAFlgPON To i� aTA. _ m (SRE SCXEDULE ON 5 �r OUT �� 6 1/2' MAN. 91AC1 HVF** PRODUCTREVISM P>sPlvmx>,.sTna F•xY,m ,ano ea Duu EMbaoT Dad calla MIAMI—DADE COUNTY ^.II --- _ :' �P.•' JCurs '•. ✓9 '- /` DC Op .G' r, •441•x• �c:'•..<DRIDP: �I{r t1• ©zon m,Eco NC (FrvaxRsrG) FLORIDA BUILDING SHATTER TECH, 1NC (ASSA y 26) 7485 WEST 2 ODU HIALEN7, FL J3U14 PH (305) 823-2323 FAX (305) 826-7979 CODE Hi h Ve1Gdt Hurricane Zone ® 2G n MM SUP PLY. PPLY. Na IL� TILIJT TESTING & ENGINEERING COMPANY x.r. aeu. sr_ y.. wyyy ramps, nppyx vice IMO.71-ISW . Fox : (3W)821-101 �..s�", w.= A C MRo. u I ... MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER 6ERiNA XY ShNlfa System V. BUT I OAP W D H.V. WINDOW RUDE & H.V. RIME Ev. x oc=-.. orrt a : LC. , qp ,s-,s i/Re/I DATE: 07/28/17 EN(c IVAL ...FIFF1IT P.E. SEAL/SIGNATURE/DATE s ORA141NC No 1 7-11 1 a SHEEP e OF 28 e OUT] 0� ND 21_N_�IRON OSIAC( DRNL HJF, INWGRD ON QN SHEEf 10, NAY BE USEp WRHF/Tl�•O1 MML HVL SHOWN IN TIIS SHEEI. ©•O ' ©m©'O'®m 1/r I L — — — — — — — — .IL5.012• — — — — — — — — — — — — — — — /f/100/4•So.C. mm IENCHf. •, * SEE NOTE 6 FOR W LOCK J� , T LOCK, ON sHEE7 5. t SEIdES 9404 NUMNUN (2024-TS N.LOYJ LNiDE fIANCE iWH SHFEf NUSDiF. PPRT / OS2p. AS NNYUFACNREO BI AIUEl CHERRY 1FXtDRN, PNiSIPPENY, NEW JERSEY 0]054 OR EQUAL �0 HV 'IT" LOCK (OUTSIDE) SEE ENDCONNECTION DETAILS ON SHEETS 11 ---------------------- IN 30HV "T" WIN 'TEEsION 1 3 LOCK (INSIDE) (SEE SCH wIE ON s 12) 3' 2" OUT j 0-20 x 1 1/2" S.S.M.S. 7/8"0 x 3/32" WINGNUT. 26 1/4" 0-20 x 1" S.S.M.S— W/1/4"O x 5/8" RIVNUT t. HVG* NYLON SCREW HEAD HV 'IT' LOCK (OUTSIDE) '• "' PROWGTREVISED : Q• ..........,•4 T': v wriee wm uHHuHJ= �!' VO S' J9 ` u"`P""NoI NO i 13Y '-O '•• 2 O ,• Q c� • ? .f1 ,•/� :. 4(. ,: =-(�- W:, ` 1 S��NALrE�GN11111 '- MIAMI-DADE COUNTY P.E. SEAL%SIGNATURE/DATE ©M1] lIL7ECq We (paxE9dx0) FLORIDA BUILDING SHUTTER TECH. 1xG (ASSA 26 W ) 7485 WEST 2 COURE HIALEAH, FL 3,3014 PH (305) 823-2323 FM (305) 826-7979 CODE (High Velocity Hurricane Zone 02117 DSIFRN NEO.L SUPPLY. INC. IL� TIWi TESTING @ENGINEERING COMPANY .,.. x.T. asa a v.. w x u umm na..1.1 flme : (30e811 15W . Fcx : (513)571-1551 r' G11erOaoLcoin wum & T jr. P. E aoRm. asln MAXIMUM IMPACT HV I HV2 ACCORDION SHUTTER BERTHA HV wSh=uerE&'H .V. BU7E I OR W 0 H.V. W7 BIP➢E & H.V. BLADE n. x IESwxnox eL1E Da.n LC. 1 qD Is-u5 7/2B/1 DATE: 07/28/17 S . DRAWING No 1 7-1 1 I 4 ' SHEET 9 2B l nwli wnne' I n 1 TAI ON H ETS 11 & 0 our w r �� G1A55 I� INSTALLATION J) HV BLADE W/ HD CENTERMATES ©'®wp•©°flO•pa IXI511NG GIASS I (n1 Rd_C I. Ali-4',T.,fl__—T---___-----C----------------. HDA-HVA . ]/4' sus a 11• NN. SEPARATIox (4) H.V. TO Ct S 12 ON s (SEE HEFT 1LE PINS (TYP.) IN (4) H.V. cH u 4 5/e• 6 I/s• PINS (T) DH B-HVB oUT * SEE NOTES ON LOCKING RODS@ & HO(D LOCKS CN SHEET 5 ** UNNERSAL FLOATING RIADE® DETAIL HOD-HVD IS --'—' ------ VALID FOR ALL CENTERMATES APPUCATION5 WITH BLADE D n3 iYJI 1 HDD-HVn** ' PRODUCT REVISED EmaN�cxae ro idia, 4A.vi +N dFb w Aaa AesPrslKn> 03 DY Dam ' = .'^, Q' � � j ++ fQ w `x = o •�y( e•: %•w - '•." ORIO '• ©a01T MIEM WG (waxEaoxO) FLORIDA BUILDING 5HgTTER TECR, INC (A55A A 26) 7485 WEST 2 COURT HUIEAH• FL 33014 PH (305) 823-2323 FAX (305) 826-7979 CODE (High Velocity Humfcane Zone 0201) EASTERN METAL SUPPLY. WC. G^ /� I� E C G INC. TIWT TESTING &ENGINEERING COMPANY Bass x>.. 3aa sa s. so; wma. cn ... .1. pryo„^ ; (ae <�)1-ISW . m ; (3M)871-1531 F �aa: alemeaa<om WKLTFR A OXT J. P. E � u1 �1B) MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER xlRTxw xv Amt e5 W Syw ,V. BIM f W OR W ° HV.'MNOGW BLADE & N.V. BLADE sv. x ossrnanox DArz na.n e. L.C. , OID 15-I55 0)/]B/I GATE: 0]/t8/1] MIAMI-DADE CODNtt 111 �i"'jl -x S/ONALE�,11j1 P.E. SEAL/SIGNATURE/DATE a 1 %WI 11 . ' SHEET 10 OF 28 x POURED COVCREIE OR POURED CONCRETE POURED CONCRETE CONCRETE BLO<K WNL OR CONCRETE OR NNCREIE PEOUWEO BLOCK WA. REQUIRED BLOCK WALL REQUM iE 6" O.C.HOR Q ,6' Q.G. �MSPNG GLASS EAmNc GUSs — i /— IXamn CU _ 2' MIN, TC J MIN SEF R OCN Sga SOFro➢MOE�W 9QEi IML 6FPNNIIONiIT fEO F➢ FOt BIAOE a)" 1/I6•w3' MA%.ON fdE 9.NE mub OR OI 2R TOIL iD 6USS12 9]E➢YECN9EET(600-T6) cow. 9ARSm& ® 12 TOT RNE (DAND Auum. CLOSER ERHER SOE YIN1/2' / 9�WRRAT MIN. O,©)/1M1/1' I \USE 1' OR 2' MAXO.C. S.MS. I I _____ )ANGL_4 —___O18 O.C. 11UMINUM�CUP (6063-T6 AIDY) AT (1) AOKI/2' S.M.S. (2)1/1'R TAPNHS ANSEE GR SEE OETPA % FO2 DETAIL % FO 90E CONNECRON WAL AT 1 O.C. (LOI ) GB EITHER 9Df OFF) OR9DE s e �1 •®e COLNECTWN TO TRACKS 1 GR ®" TO TRACKS a6•) aB 0•®s .7 "© OseQ-�'®" SEE 90E UO�(•®�©'®^©'s®T�•L /—�^ CUSS 2' QT POINTEDCONCRETE OR 01 OR CONCRETE TE BLOCK WALL REQUIRED END CONNECTION DETAIL 50 MIAMI-DADE COUNTY EMSTNG GMSS (—i DETAIL 20 END CONNECTION DETAIL 03 END CONNECTION DETAIL POURED CONCRETE OR A REUNREo ONLY FOR SPANS GREATER T IT -a' CONCRETE BLOCK WALL UlSTNG REQUIRED SEE UM AUONs OF USE FOR V BWE80N SHEET 2II ©N®O (qOR(j3 VIEW Y 1 OR®' ®°OOaB01D.®� PLAN DETAIL X ©•0.@-(D.O•®• END INSTALLATION ®wQ•®-O•®ax n HV BLADE OR R HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL 2N DETAIL © FLORIDA BUILDING CODE (High Veioc;ty Hurricane Z1 p 20v 1RTEW wC (wGWFFA19) SHUTTER TEC}[, n+c 02017 EASTERN META SUPPLY. INc. /� IL1 C O LE MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER' G INC. (g85A T6 A ) 7485 W� 2 COURT HW.EAFI. FL 33014 PH (305) 823-2323 FAX (308) 826-7975 BERTHAHV At axIShm symm I.V. B E I W OR W 0 HV. WIN OW RUDE & H.Y. RUN 'ILLIT TESTING & ENGINEERING COMPANY s x.v. Se0. 9.. 5LL Sox NG0.11 WNftl, {Ippq .A1aa H,w.: (S6spn-rxw . Fax: (306)971-IWI -"1OIL 114`oOap'L01" A N wsr �,. P. [ t- namw Uc I u1e7 . xa DEsC C. 017D D m _ LC. 1 qn 15-1" 7/29/1 DATE: m/28/1 : DRAWING No 17-111 K . I L- MIWJ:Lallll!;;ll MAXIMUM SHUTTER SPANW'L+" OR -L-" (ft.) FOR INSTALLATIONS W/ GENTERMA(TE�S 0CK . & @ or OF W/ ONE W'S4 W/ N(00 or KING RODS 35 6 or �R LOCK CENTERMATES ZCk 29 W/ ONE HV O LOCK 30 W/ TWO LOCKING YA[wuM IO•n CONCRETE & RON) M51PLARONS O WILL MOUNTING TLDOg/CEIHNC MOUNTING L-w ]o tY-T 16'-0' 13' SS 12'-B' 14'-10' 1T-e• 1"... 40 12'-3' 1]'_10 12'-]' 1T-.10" 45 11'-I1' 15-1 11'-1f' 1]'-1' 50 t2'-5' 55 11'-4 I1'-10' 11'-1 11'-t0' 60 11'-1' 11'-C 1 V-0 1 V-4' 65 10-10 f0'-t0• la'-T 10'-10" JO 10•-1 f0•-6' 10•-2' 10'-6' 75 10'-1' 10'-1' 9'-IO• 10'-1' BO 9'-10' 9'-8' 85 9'-B' 9'-6' 90 9'-]' 9'-]' 9'-0' Q.-3' 95 V-B' g•_9' 105 B'4' J'-tY e'-4' 8'-4' 110 6'-4 J'-J" 8'-2' J'-II' 7'-8- 7'-0' 1h1 J'-8' 6'-5' J'_6- 6'_g• HO 7'-5- 5'-11' 7'-0' 603' 150 1'-2' .-1 7-0- V-0' 5'-10" 155 7'-0' S'-5' W-10' 5'-e' 160 6'-11' 5•-2' 6'-9' 5'-6• 165 e'-10• 5'-I. 6•-B' 5'-4' 170 6'-1. C-11 6'-7' 5'-2 175 6•-. 4'-9' G-5' 5'-0. 160 V-6- 4•-e' 6'-4- V-10' I85 6'-5' V-6 6'-3' 4'-1' 190 6'-4' 4'-5' 6'-2 4'-7' 195 6'-3' 4•-3' 6'-f' 4'-6' 200 6'-2- 4'-2' 6'-0' 4-5 DOS DOS 6'-0. 4'_1• 6•_0• 4•- SCHEDULE #2 MAXIMUM SHUTTER SPAN "L+" OR "L-" (ft) FOR INSTA TIO W �2 220 E HV OCK 24 0 25 OR 2fi W/ N A S.0.LE9M1 I. M -)] N & wfis 0 WML FIPOR COIINO MOAYNNI95 NOIMTN0.5 L. (N L-m 35 1V-9' 1 13'-8' 40 11•-4' 12•-8• 45 50 55 1o•-B- 0- So 60 10'-3' 10'-5' 69 ..-0' TO g'_8• 9'_8' JS 80 9'-p' 9'-0' BS g_9' 00 6'-8' B•-8' 95 B'-3' 8'-3' ,Do 05 )B'-•--11f' ' ]6e•---18J11'' I'D J•-S' J•- TO 120 7'-4- W-II'' 12 )'-3• )-1' 6'-5' 611. V_v 6-10' 5'-f1' 50 ISO 55 160 6'-5' 1'-2' 165 6S -1' t70 II' 175 69' 180 ee'IB5 5-6'190-5'195J200 52' 205 AXIMUM SHUTTERk PAN "L+" OR "L-" ft.) INSTALLATIONS 21 (&26 �22OW(/n R TWO LOCKIN 0 24 5 TOP/� bM LW/KiSN OCQ�K�,D244 TOM(pail Ir oT -) R TZ l3EE f100R/COUNG NOMMI. uw N 30 1'-1' 35 12•_)• 15'_)' 40 12'-2' IS'-2' 45 11'-9' f 14'-Y 50 ss n'-]• Iz-n' 65 85 TO '-9' I 11'-I1' JO 10'-)' JS 10'-4' 80 10'_0• 10•_9. 65 9'-9• 10'-5' 90 9'-5' 10 9'-0' 9'-V IDS5 6'-9' 9'-2- Il5 120 125 e'-0• 8.-5' IDS V-10' a'-1' 135 7'-9' T-9' 140 >'-)' 1•_8• ISO 155 7'-2- g'-1. 160 7-1- 6'-)• 165 7'-0" V-4- 170 6•_1III • 6•_2• 175 6'-9' V-0' ISO 6'-B' 5'-10• I85 1'-0' 5•-8' 190 W-6' S'-6' 10 6'-5' V-5' 200 6•-4' 1•-3' 205 6'-3' 5'-1' (1) L+: MANIMUM ALLOWPBIE SPAN FOR A GIVEN POSITIVE AGO. DESIGN LOAD. L-: MAK ALLOWABLE SPMI FOR A GMEN NEGATIVE A.S.S. DESIGN LOAD. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS OR FLOOR/CDUNG: CM A POSRNE ASO. DESIGN LOAD, DETERMINE MAXIMUM SPAN I+ FROM SCHEDULE. GIVEN A NEGAnwE AS-0. DESIGN LOAD, DETERMINE MAXIMUM SPAN 'L-' FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO ME MINIMUM DETERMINED SPAN BETWEEN t+' AND -L--' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN TOR COMBWARCNS IN BERRIEN WALL W/ ROOR/CBUNG MOUNTINGS: FOR A GIVEN POSITIVE AS.D. DESIGN LOAD: DETERMINE: L:+- MAN. SPAN FOR WPL. MOUNTING INSTALLATIONS. U+- MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTA ATIONS. FOR A GIVEN NEGATIVE AS.O. DESIGN LOAD: DETERMINE M-- MAX. SPAN FOR WALL MOUNTNG INSTALATIONS. LY-- MAN. SPAN FOR FLOOR/COUNG MOUNTING INSTALiTIONS+ FlNN MAXIMUM ALLOWABLE SPAN IS EOUPL TO ME MINIMUM BETWEEN %I+ , is+: "L1= MU 'Uu (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE &S.D. DESIGN LOAD TO DETERMINE MAXIMUM ANCHOR SPACING. 0 MAXIMUM SHUTTER SPAN 'L+- OR -L-' FOR INSTALLATIONS INTO W000 SHALL BE LIMITED TO 105 Psf. AS.D. DESIGN LOAD. t H.V. CORNER CENTERMATE #3 MAY BE USED AT ALL MOUNTING INSTAUATIONS. LOCKING SPECIFlCARONS SHALL BE AS INDICATED ON MANDATORY CONOIRON 02 NOTE #5, SHEET 5. (I) $BE BELOW FOR MINIMUM SEPARATION TO BLISS SCHEDULE FOR SHUTTERS INSTALLED WITHIN TILE FIRST 30'-0' ELEVATION OF BULLRING MEASURED AT BOTTOM OF SHUTTER. (2) MINIMUM SEPARATION TO GLASS FOR SHUTTERS INSTNLED ABOVE 30'-0' ELEVATION OF BUILDING, MEASURED AT BOTTOM OF SHUTTER IS 3. SHUTTER UTTER INi�ALL911 VIV W/ INi191 SPAN CENTERMATES C105"39/16§ ORLESSA105. TO MAX ALLOWED ] J/8'. VCP 2 1/2- FOR H6 LOCK Oq USE INUICTED VALUES FOR S. SHUTTER INSTALLATION W/ INSTALLATION W/ S PAN "v�A CENTERMATES CEN ES 105' - OR HOO 2 3/4- •' 3 3/16- 1'10' TO MAX. 3 1/4• "' 3 1/4- ALLOWED " USE 2 15/16- FOR HV Y LOCK US W/ "' USE 4 1/8- FOR NV 'T' LOCK 601 W/ USE INDICATED VALUES FOR HV CEN MATE® INSTA ATION LEGEND CONGRLTE & RANSOM WOOD WALL A, B, C. D, E, M. N. O, P. 0, R. MOUNTING F, K & L. S & V. FLOOR/CEILING MOUNTING G. H. I & J. T. U, W & X. n HV BLADE ONLY VRO.'NICTR£VISED LWmP1Cod W;ISIIM e(o.(J4 a,:s63 Cod: 3 APOTbace NO 5�: DY Mu' iDe dxlConlm `CEN 8 ✓ ' f M S •••,9 .` N0, 44167 LL y ., /1TfjpF �/• Q gd O F 6AT AA - .0 '••. ,(0 P,: k A .. RID. \ 11 C ©201T TATTOO IM (ENGINEVOR . __..._.. __ CJHI7TTEfl= �'CH" INC. (ASSA # 26) 7485 WEST 2 COURT HIALEAH, FL 33014 PH (305) 823-2323 FAX (305) 826-)9]9 . --- „ .., .... ... ,. ......,,, . 02017 EASTERN METAL SUPPLY. INC. MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER IL ECLOIN C. BERTHA HV M Acn Shutter Sp_ .V. BLADE 1 W OR WIG H.V. MWIV BUDS & X.V. RUDE Ill TIWT TESTING & ENGINEERING COMPANY n.,. N.W ]tM SL. ull. =, MRQw PACERS..Y OOMO (W5)6J1-ISuI .. Fa. : (501)6TI-1931 .-Mau: 6uee.W.m.PeIN FIA6D06719 WUTEI A. nun d.. P. C f1O1"0" m e uI67 LN•• N 060RImox CAM on.N 6. LC. 1 OLD ,Y155 o7/2e/I DATE: 07/26/17 MIAMI-DADE COUNTY .T1 I „^;AFF0 nI P.E. SEAL/SIGNATURE/DATE 2 DRAWING No 17-111 3 4 ' s SHEET ' a' �l�rlCDlr�l -' rvl�lbl mmmppOppmmmpppppmmmppppp0mmpppp00mmOpppmppppppOm >.mmtOpppppmmmpppppmmmpppppmmmppppp mmmpppppmmmpppppmmmpppppmmmpppp00mmppppppppppppp mmppppppOppppOm mmmpppppmmmpppppmmmpppppmmmppp00mmmpppmOppppOpmp mmmpppmOmmmpppppmmmpppppKUMmmmpppMMmmmppppMppppppmp mmmpppppmmmpppppmmmpppppmmmppp0ommmppppOpppppppm ®mom Ka m00pO0m® 00 000®00000®m®m000000 oo®eppep0000®®O ®mmm000O00®0oo00om®000000m®00 lummm 000000000 OM�OOOO mO mm[Upp000mmmppOpOmmmppppOmmp®OVO0i0mp0®vOOpppmmOpO ' mm•D;p®OMOmmmpppppmmmppppMmmm00MMOmmmpmOMMppppmp®M mm@1pm�O0mm0pppMM mm0ppmpp mmmppppp mmmp000ommmmpOpM ppppppOO mmiNlp®p00 mmnvoeom®moo0oo0mmon000mmoMvoomm�m®o0o�nn®n®oo mmmpppOO mmOp0v00 mmMm®o000�pE�]®E90O �mmm0000e0®mnm000m®momoeom®mv00000®moovoe"Ki ©oeo mmrno©000mmmOmooemOmn0000�moe000Mmmmeoeeo"a"M ®mmo©Oveommm0©ovomOmoOoeommeeeov�m�m®oeeeeoo®n©evo oo �mmo00000�i®move==OmM==MM=MM-M mmmMOMMMmmmOOMMMmmtOMMMOMmmOMMMMMmmpMOMMMpp�[EImMOM oo� 000v00000vn0oo Mm®o)00000mm000000mmm0000p�0000000®m0000vo"m mmlio0000mmm00oo0mmmoevOpi¢7me0meeo®mm0eo0ppppppppo o00 �mm000v0o 0m®oOOMOMp�mpMMOOOO�DO000vOp0©n©DOD mmMeMMMMMMmm0000MMlmpMMMOMMg1mMMMMMM�pmmloveo mmMMMMmcammmm mm000000mm000000mm000000pp000000ppMM0000ppppMOMo ' mpo0o0oommm000MOmmMMMMMMmppMMOMMmmMOOMMMpmpOMMMO m®OMMMMOmmMMMMMMmmMMOMMM�pMMMMMMO�1pMOMMMMpOppMOOM moMMMMMomoMMMMMomMMMMMMMmMMMMMMMmoMMMMMommm©MMOM ' mMMMMMMMMMMMMMM mMMMMMMMpMMMMMMMpMMMMMMMppmmMOMM �moo0o00000000000m0000000000000MOovoMoovoomm00000 m00000oom0v00000moo00000000000voe0000eoo®v0v0o ANCHORS SPACING TAPCON WITH ADVANCED THREADFORM TECHNOLOGY BLUE TAR APPER+ • SEE ANCHOR SPECIFICATIONS ON SHEET 14 ♦SEE UUITATIONS OF USE FOR BLADE Q ON S14M 28 n HV BLADE OR In HV BLADE W/ 1�iA HV WINDOW BLADE WORKING IN UNISON OD'JCT REVISED M«m�.KNe�OQ '(Fj,Q3 ` ..."' x rf •ruCs V ': kD.4gr } ON171¢1EC0 M. (ppN[ a) FLORIDA BUILDING SHIITTERTECH.1Hc (ASSA d 26) 7485 WEST 2 COURT HKFAH. FL 73014 PH (305) B23-2323 FAX (305) 826-7979 CODE (Nigh Ve1ac9 HOnicane Zone Q2a17 FASIEIIII NETK 91PPLr. wC 1 L E C O INC. MAXIMUMIMPACiHV1HV2 ACCORDION SHUTTER BERTHA HV AaoNlou Bhult¢61.sem .V. WADE W OR W 0 N.Y. UNDOW EH.V. EWE _ �, sx TIWT TESTING 4 ENGINEERING COMPANY mss x.c sex s, s.. w, umowx owaps, Rua ss'. Pna.: (ws)amm® ixcomm m(m55)a71-Isn R TEA A suR /.. P. F. R� F .167 w. x P55CxPn5H "M ( ua is-155 VMII DATE: 07/28/17 MIAMI-DADE COUNTY 6 j51j1 P.E. SEN./SICNANRE/GATE / 1 DRAWING No %— 5 SHEET 13 OF 28 5 VNALL SILL MOUNTING J ©CEILING MOUNTING I QH FLOOR MOUNTING ' 000pppapapppooeommmoono® mmm0000pmmm0O00mmmm000pm mmm00ppmmmm000pmmmm0000m mmmommmpmmmvvvvvmmmvvomp ' aaaaaapaaappaapammmvvOOm mmmOOOppmmm00mOmmmmOmOmO mmmvvmmammmvvvvmmmmvvvm® mmmmmmppmmmvvmmpmmmvvvmm ppppaaapppaaaaapmmm00m©m 'mmmnmmvemmmmvmovmmvmmvva mmmovopommmovmv�mmmmovpo 0000e000eoivmmv�mmoo �KammIa mmmvmvppmmvmvmmpmmommmoe mmmmovllae mmvmmoemmvummae m OmmmOm®aamm00pm00 _ pI= ppaME 0m0®©®Opp �mliEMlm00000 mom®®000 mm0[Dmaaammm0®paamC31�OmOmaa ®®m�aaappmm000mapmmpmm®pa pppapappapppaapamm000app . ' mm®m000pm®D00000>Hm0©DOOO Invvpppopmmvmmvopmmmvpvpp '®mvoeooemooinovoeov®mvoom �mo®p0000iv�®v0000®nom0000 mmmooeoomnmom000000v0000 �mvaappammovoopp�Ivvppepp vL�ppaapomLmommpp mmmmmppp ' pppppIn MMMMOM=Mmm OVOO voov0000mm00000®on0000 ppOpppaaaappaappmmmmpppp 'mmpoppapvummppppvvmvppap �Ivoappppmvmmppppvmmpapep 000000000vooe000�v©00000 ' opopppppm€Appppppmv0ppppp mpOpppulawOppppapmOpppppp OppppppplIDOmpppapOOmppppp apppppppppppppppm®©ppppp ' Oppppppp00ppppppOmOppl�®7a EE7apaappp mOvaalvlTae..r.wwww.,...� I. ANMORS TO SUBSI&1TE 5l BE AS FOLLOWS` (N TO cosTwo Mum CONryETE (min. To . 3 k q ANCHORS SPACING LEGEND - 1/4 O TAKEN MM ILVµCED THREOPE,M TECNNOLOOV µCHORE. AS MµOFACNRtO BY I.T.W. BNI➢IX. (Min. fc v J WI) - lleo x 3/4' AL PERIM SOLID-S[T µCH*RS, AS DERRELIEO BY ALL PINES SCREE. BOLT 4 SP CLILTY co~, (Min. fc = J N9 TAKEN WITH A ANCED _ 1/4'0 BLUE. TM CONCRETE MORONS W/ W AE IMNUFNOE NEO By 'WRIDA FASTENERS OREM. INC. (Min. fc - 2 Lal) MRFADF'ORM TECNNWOGf - 1/4'0 TAPPER+ "Win µ MANUFACTURED BY POWER9 FASTENERS. INC., AND C&TRIBUIED By ALL MMIS SCREW, BOLT & S,MC W NL COMPAYY OR NY' OTHER MPROLTD IICFNSED OR A 111= VENDOR RTSISIERE) MM PoWR SOUO-SEF THE NABilfµ W,, ER y,, MS A,,,,mVOR INC. Pc 3 IN) EWE TAP W/ CAP NOTE TAPPER+ AI) MEDIUM FNBEOUEM RIM PoU.REO CONCRETE OF TMNN_ A" AWµCEO MRFMFOI& IELYNCE00y µM N, AND TAPER+ ANCHORS IS 1 3/4'. AND MR UWE TAP Wµ ( CAP CHORE M 1 1/2. A2) MNNw EMBEDMENT OF 1/4'0 v 3/4' ALL PowR SWD-SET µCHORE $N.W. BE T/B' INTO ME PoURFD CONGRf1E NO EYBERAEM HMO STUCCO SHALL BE EERMpTED. 1/4'0-20 S.S. MACHINE SCREW USED SHNL Be 1 1/2• WNG MNIMUM SNOUD STUDIO a T 'WI EAST. AND I' WNww NET WNLS RIM No s,CM. AC) w RASE TENT PREGST ETDNE, MFCAST CONCRETE PµEL% PAYERS OR ANY VENEER BE TONIO ON ME Co ToG WNL OR FLOOR AMN'JR S SIWL BE LONG woULN To REACH THE WM ETBUCURE BENNO wD WA FINMES. ANCHORAGE SWVL BE AB WDC,,,, ON NOTES Al) & 0.2) MDR, FOR WSTAILOONS ON MML SONG OR an WITH QR "I"NOW NUX ENDS CONSMT MS ENGNEER MR IIOT llARON INTO BFS WTH METAL STUDS SEE SHEET 2M (0) TO FMISRWO CONCRETE BLOCK,- (/SITU C-RD) - - 1/4'0 DIMBIN MOM N ANCED IIdE.DiMN IECHIIOLDI.Y µCHORE. AS 6LWL¢/CIIIISD W I.T.W. BMWC, ` - 1/vs a 3/C NL POOR WUD-,,T NCI By IxsIMBJIFD BY .W. MINT, BWT & SPE Y, CONPANY. - 1/4b OWE TAP CONCRM ARCHERS W/ RIP A5 NµVFACNREO BY FLOROA FASTENDS DIIECT. INC. - I/4 0 TAPEEA+ µCHORD µ M+HUFPCILIF@p BY RVNE36 FA)RFNEM INC.. ANDDISRdBU1ED By HL KIM SLTRW, BOLT A SPEgPlIT CCNPµY OR MT ORIFR gPP1AYtD MENC D OR ANMORQED VENDOR REGISTERED MM ME AUCRIGN SHU TER MIENS ASSOCUROR INC. NOTES: 8.1) UNNUM EMBFOMQR INTO CONCRETE BLCK OF BLUE TM W/ CM ARMOR, µ0 TAPPER+ µCHORE IS 1 1/4' µ0 TAPCON VAN AAONLiD MRI)DFORM TEENT,,,Y µOHMS , I, 12) MINIMUM EYBECMEM OF 1/4'0 • 3/4' AL rowR SWD-SET ANCHORS SNNl BE ENTIRELY EUBEODED INTO ME CONCRETE BLOCK NO EMIMMFNF NCI STUCCO 9 BE PERMIRN. 1/4' 0-20 S.S. MACHINE SCREW USE, SHU, BE 1 1/2' WNG MIMMw SIOIRD BNCCO E%RT. AND I' INIMUM FOR Wmll WITH NO ENCCq, e.3) W CASE THAT PRECAST STONE PRECAST CONCRETE PANELS, PAVERS OR ANY MNEER BE FO OTI ON ME COMB WNL OR ROCU, µ[HORS 4WL BE LONG ENWGH TO REACH ME UNN STiUCNRE SENND ME WALL FNEUMM ANCHORAGE STWL BE INMCOED ON M _ N6 &I) & BI µ - FOR wSTN1ARON5 ON EMT. S DONG OR SM WpH OR WTNOUT METAL SRU,S WNMi MS ENCWEER FOR NSRLµON THO BFS inM METH. STUDS EFE SHEET 2G ' (C) µCHOR SHALL BE INSTNEEO FDWOMNO ALL OF ME RECONMENMTONS AND SPECIRCMONS OF ME ANCHOR'S WHUFX%RER. (D) SEE SCHEOUIE BELOW FOR EDGE DIn.MCE (Fill ui ca.nun. nn.Rnumn ...e ............. ORWE 1 EDGE DISTANCE V RB le nFA�jHg er.H.MOIFMR , e NAWUM µCHOR SPKNS ARE VMD FTM 2DGE:7,,c S ROIGIFD ODIIN. fM E. E. IFSS RWI THE WpCITED, ggOE µONOR SPALNc Erc ulanPLnrvc SPIpNc $xDNN ON splFgR£ R/ ME F9LLOMxc PACIwtS, REDUCED SPACING OBRNNFD N9NG fKROR SWL. NOT BE IF55 MyR LRXINw BPACINC IM11IIGlED FOR CICH ANCHOR TYPE ACTUAL FACTOR _ Amn W/ tEw ALL PoNf SOLID SET �11E TM W/ CAP TAPPER . DIC A CE MN ry IN. SPAfJNC ED. Y .' Nw. SPACOIG _ 3 1/2• MIN. SP=NG _ 3• 3 3/4• 4• MJEO ONSETE OoNcNat M PWflEIa EXCRETE & PCUREO CWwiETF I, B➢ FcBBC� GlL�IERW! HBL E0.3 0- MX M. HAY WNC.RIE 9'CCK ML E0.•J 1 OCNCRETE NH AR ER.J 1/S' MY E0.2 1/Y J• 0.90 IA 0.)B IA 1.0 0.64 1.0 IMH - w,ma>n 0201] FLTEDO INC. (ENGINEERING) SHIITTER-laCHa ac *` I (ASSA a 26) `R1l TILLIT TESTNG & ENGINEERING COMPANY — x.W. an. u si ylj vR4VG CM]B� RAIM J'. 7488 WEST 2 COURT 111 Phm.: (3O5]B]1-lilo , fe.: (SC6)R]1-ISII -RPa: MleccOPd.cpn N�L.EAN �TDI4 EB-NoR7B vMLTLN A V W T 2.. P. 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SEAL/SIGNATURE/DATE ©2017 1 M 1.xa (p1GML7RING) FLORIDA BUILDING SHUTTER TECH. INN. (ASSA 8 26) 85 WEST 2 COURT . HWFAFI, FL 33014 PH (305) 623-2323 FAN (305) 626-7979 CODE Hi h Vetocit Hurricane Zone a 2017 EASTERN META SUPCLY. INC. IL ECOINC. MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER BeRTNANV AavNpuShm b .V BIADE t W R W 0 H.V WINDOW DIADE k H.V. ME TIWT TESTING & ENGINEERING COMPANY elss xv. xa. at %= vw. V xA.A�. J. . vbna : (axs)en isw �Fa�: (.MS)871-191 �oW- 7.9 w&WR a MT In P. [ f1P°1°` "` 144157 rr. x o25c .. -W Gm n LC. O1° 15-Iss 7/ie/1 DATE: 57/28/17 MIAMI-DADE COUNTY z DRAWING No 1 7— 1 1 1 5 ' SHEET 15A OF 28 n (SEE MOUNTINGS ON SHEETS 18 & 19) 2E�;; LJ FEB � T Fz;Z SOUTHERN PINE No. 2 W/ MIN. 0=0,55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 MAXIMUM SPAN (ff) WALL MOUNTINGS CEILING MOUNT T FLOOR MOUNTINGS WALL MOUNTINGS CEILING MOUNT T FLOOR MOUNTINGS WALL MOUNTINGS CEILING MOUNT T M, N, 0 & R M, N, 0 & R M, N. 0 & R FLOOR MOUNTINGS W&X W&X W&X WTYE ASD. DESIGN lWO (p TVE ASD. DESIGN ENL (Pal 4EGARVE ASD. DEACN USAD Wto,1 AS.D. C,CM L6, (Py NEWTNE AiD. DESIGN LW➢ THE XSD. DES,M IIl, (p 3.5 12 16'_0 12 _ _ _ _ _ 3 ro } NOTES ON ANCHORS R O IR M ^" •000 SUBSTRATES. I. ANCNG S TO WI RWR OR SOUR WOOD SOFFIT ]WL. BE AS FONfIhS: 1/4. t%POOR OR TNTAN IMM IDII TIREXDMRY IECHN01D4Y ONCHORS. AS ILWUFPCNIlED BI I.T.W. a D" W/ NBAYUM THREADED PENEMKPON .\S M,C QED AT MR SMOR ON SNRTS IB 6 19, EXCEPRON: SEE NOTE 2 BF11IW. L MORONS TO NWIfM' WIING SILLL BE AS PER MOUNDING 1TPE U. 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ACCORDION SHUTTER DEWHAHW ShuN¢S}stem �,y�,( !6W, Y (A88A d 2b) ,V, BLAD 1 W OR W O V. WINDOW B E k H.V. BLADE °y �_ �._,y9.fA P' YY TIWT TESTING A ENGINLTRING COMPANY �'. N. DEBCAP11ax DATE D.- . LC. M'mi Ca' Gutru. Fr ' ••-•'' 6 111 my NW. acu, ati s:. aos Nwv.A 7485 WEST 2 COURT 1 . aarml sRm I mn fs-133 7/28/1 DATE: 07/28/17 Pnm.: (30a)03]D 7L-1. F.,: (3ns)e71-ISLE T.. •'rtl%�A `(IN` 000579 � HWFAH, FL J}014 2EM-DRAWING ND �.iiii�AA/A/I 11 xALTTn I ULU7is, P. E PH (305) 823-2323 FAX (305) 826-7979 A %— MIAMI-DARE COUNTY P.E. SEAL/SIGNATURE/DATE TLD6�n u� 44167 s SHEET 6 8 OF 28 I 2-MWNTNG SECTIONS GN RE COMBINED IN PNY WAY TO SUR ANY INSTALLATON. SEPARA MIN. TSSry SHEEr 12) Rll q Y roc GLASS p E SCHEDULE ON i 1/4•J Max. Hx3/C M.S. — a 6' D.c. 1 or 1© � OR ®* OT HV CEILING INSTALLATIOIJ I io aAa t$ 1 OR OAS Ew S, 2 d G1A5S m�1 ams0!® •3 I \ 90 WASHER HELD RX SCREWS 0 12' a.a I m sFNu1a1 I y1a ar a4'�R° I Ivaspl kQl) DOE OF APPLICABLE) MOND MOD TRUSSES OR RAFTER 0 24' OD. REWIRED E%IO SOMT 3/4' Na•. TIX. 1'a4'x1/6' CONL ALUM. ILBE (6063-T6 ALLOY) W/ Or or © NIMS (EKII /IFMER oRSMuss TOLOCATEM ISCREWB AT MIOWIDIN OF MONO ROOD _ MONISM. (2' Nin. NOMINAL. WIOM) W/ 2 N, . pour ,TON OF TREADED APE& VPLD FOR IMSTAWTONS MIN 72 PW ADD. OESICN LOM INp MAX SPAN. T1Is INSTAUAROM IS ONLY VALID FOR MOD W/ MIN. S...... ( OR ®k CRAM OF U.N. AS DOUCIAS OR SSUM OERN PINE N.. 2, FF L -I(SEE SCHEDULE ON SMfEi 12)LMCLASL� ON MIN. MOD I RECURRED FINISH ALLON1iD) �ADVATAPCOM WpH L r � /40 TEO ON WRFpRM PHIW PS TRUSS HFPD IF OPPUCIBLE �) �-{t P.H. WIM Nin. TECHNOLOGY MACHINE SCREWB LEDOE W/1/6'.20 NUTS I 2 2MN OF � -Y— PLVANCEO THREWFORM R= TECHNOLOGY TECH W/ 1 I/2 Min PENOI UnoN 0 12' O.C. K F W/ 1 1/2' MN. PENETRATON OF iHRGOW AREA 0 1/4'0 TMCpN WITH ADVANCED THRFPDFORM TECHNOLOGY MPUCARL 2' MIN. OF DEO MIDMDTH OF WOOD PLATE. (SEE SCHEDULE ON SHEET 1]) W/ 11/2' W.N. PfNfTUTON OF TIREA➢ED AREA INTO V6OD OECX. DR pUIE (SEE SCHEWIE ON SHEET 16) ..(3E&.VHEuULE ON SHEET 16) •SEE UMIDTUNS OF USE OF RIME©ON6H OHV WALK INSTA Pp,rj HV WALL 31LL_JNSTALLATION .� :4TC �C/T =. n uv n nnl3 LucrAL L Ar1nu D -OVER ATION :In "• N0.441675H[ITTEB ©20q TLTN RAC (FNEIxE1FMC)®201] FLORIDA BUILDING TECH, me (ASSA 26 ) 7,Eg5 \VEST 2 ((;ODgI' HIALEAH. WL 33014 (305) 823-2323 FA% (305) 826-]979 CODE (High Velocity Hurricane Zone F/SIERN METAL SUPPLY. INC. TILUT TESTING & ENGINEERING COMPANY ]]1=e (305J871-1530 . Fax : (3W)6]1-1531 m1atPP.C..Own R A m1ll3..P0PH rLORW u� 44162 MAXIMUM IMPACT HVII HV2 ON SHUTTER •T7, \(1 o[RTNAxv A�NwnShu[mc33Mem;. 0 .V. WIDOW RUDE N.V.LDUDE .V. �E 1 W/ OR nox a Or —DATE: 010 a-155 ]-M Ol/LC.6.,u 28/17 I-DADE COUNTY nOFF P.E. SEAL/SIGNATURE/DATE 2 DRAWING No 1%-111 3 4 5 SHEET 19 OF SIR 6 N. m. PLI„DDD. 4al)0R W ©•3-9-0s•OT•®• END CONNECTION DETAIL T END INSTALLATIONS Ili HV & 1(1A HV♦ BLADES INTO 2"x4" MIN WOOD STUDS END CONNECTION DETAI I/rC TMWx MTH M ANCED INRFIDfOT1 TECXNOIf14Y RW AIIIWIX 1 cnaRs w/ � VT' wv rmvaEo Polmunoll AIOn,/� TTm nu05 a IY Dc olE bC• END CONNECTION DETAIL . RcwnRm axLr saw ,wars Drd'ATER TN•H Ir-D• • ccF I r41TI O;'; HEEP OF U28SE OF I�A ON S �•O.©'!OO#-0'®•®• ZMNu ,N. z»'um. xowJ wzu.� ®•Oe .Qi.e�.�.®. ITT aRI(�aR(�ax l(�" VIEW Y •®^®'V ©'©• SNL6 RE0'0. HUSH I a®. ®.(�n©.®• PLAN END CONNECTION D TAI 10 'III TAIL© DETAIL � 1 FLORIDA BUILDING CODE (High Velocity Hurricane Zone P •y •� @z.Il nLTE00 INC. (FNGNFFHwo) 0 M17 E151FRN METAL SUPPLY, INC. P, PFGDUCTP.VISED • P 0+0=�^P'Y:OEw�4, W: }TOddO : �D.44161 'i * �.'7HIITTEB TECRI txc MAXIMUM IMPACT HV1 HV2 amameccN ArwPDurcrve Q3 ' * e W : - ACCORDION SHUTTER Ery pDtb u'• * :. Y\ 1 BENTXP NV AttpNipp$puttudyshm TTr (ASSA W 26) iVDAEW OR W 0 NV. WINDOW BLADE k H.V. BLADE TIWT TESTING k ENGNEERINC COMPANY Ev. x DED.MI N.N DArz I,— . L.C. t+5mi6 d::d core n1 =�F Rc nu A�.��I,IE eus N.w... s<., w... wwxu 0wCm. M,K 7485 WEST 2 COURT I oin Is-Iss T/ze/I DATE: 07/26/17 - •�TVT iT� Pno.a : pDolen-IVD . Fa.: (o0s)8n-Iv1 HIP1FNi� FI. 33074 z •niu.Y/pl-mw®Ds01D�oeiis�<om 0 DRAWING No WAIEN a nun a.. P. E PH (305) 823-2323 FAX (305) 826-7979 T 1 7-11 1 MIAMI-OADE COUNTY P.E. SEAL/SIONANRE/DATE HILT s SHEET e 20 OF 28 8 SEE END CONNECTION HEIGHT TYPICAL)HV BLADE SHUTTER ELEVATION SHUTTER ELEVATION N.T.S. • NOTES ON HD LOCKS AND CENTERMATES: 1. MANDATORY CONDMOTION AT HE n3 H.D. .DLOCK SHALL 13E USED FOR OR OAL CENTERMATES, AR INSIDE ORjUTS DEANDTL�, ATTACHED I ELEVATION. 64) H©D. LOCK MAY BE USED AS HEAVY DUTY SYMMETRICAL CENTERMATES WITH (3) #8 x 3/8" LONG FLAT HEAD S.S. M.S. LOCKING RODS © ARE NOT MANDATORY, i.e. THEY ARE COMPLETELY OPTIONAL. 2. MANDATORY CONDRION N 2: LOCATION OFO H.D. LOCK SHALL BE AS INDICATED ON SHUTTER ELEVATION, i.e., FOR S UTTER SPANS UP TO 105". H.D. LOCK MAY BE INSTALLED AT MID HEIGHT OF SHUTTER OR AT 12" OVE OR BELOW MID HEIGHT OF SHUTTER. FOR SHUTTER SPANS GREATER THAN 105", ® H.D. LOCK SHALL BE INSTALLED AT MID HEIGHT OF SHUTTER. PRODI1CTIiF?+16un I nL ILe FIOnda P O8 w ewlema cods � A.«ylnol1-ngffi.Q3 L.y bLm+i I�oo-ot \ g4167 i T• N0. : *, '.�{ �,•\A . w \\ -_'O •• /� 111';P'.((('''��_�\P • •'aV ,'1 SHUTTER TECH, INc (ASSA W 26) 7415 WEST 2 COURT HIPI.FA}(, FL 33014 PH (305) 823-2323 FAX (305) 826-7979 MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER IL ECO INC. BERTHA Hv sm,n<,synw .V. BUDE t W OR W 0 H.V. WNOOW BIAO & H.V. RUDE TIWT TESTING § ENGINEERING COMPANY pV5 X Y. ]LM 5 71 M". . N. V (wO Rp15331160 (�II5�8]I-ISJv : N. : (3W)BJI-ISJI mau: alittcOoal.mm wurzv w nwi �r. r. c �� � I «,n [v. oES "M. DAN Oren W. LC. 1 ow Is-1 J/1 OATS o]/28/1] 2 DRAWING No %_1 11 MIAMI-DARE COUNTY ,: '�rwrrrrrrrO('1 P.E. SEAL/SIGNATURE/DATE ] , 2iH of 2B 1/4'0-20,3/4. SS. NPCHINE SCREWS U&N0 1/4'-20 NM O W O.C. PoUREO CONCRETE REOUIRM a NxL ;PN4,N6V y 1 (5!E 50¢IAIIE ON 5-N s¢E!R+7 T ® RD—WALL H AD R INSTALLATION CONCRETE ANCHORS (ME SCHEIWIE ON SIM 26) cuts 6 1ro 6) POURm CIN.'CREIE EIgT IIFID COnCREIE iVlCHon REWIPEO (SEE YNEWI£ ON SNE.N 26) ® HD CEILING INSTALLATION ®HD .TRENCH INSTALLATION uWro � '(sEE O Nx. muunav mmll; w � m BAss �fsEE samnc an EwsTwc J sxEE2 v) Gass p IXi311NO AP ' GLASS OPPQVN, i I � i PLIERW.LE OPTIONLLI — ! /10a/4'HHIX ANCHOR / _ WASHEN FID TEI( SCREWS — ^ /1404• HEM HEAD ' '_-_- Co I8 TIX SCREWS O S. O.C. OR 1/4'0-20 5.5. C. W/ NUT B 3 C. CONCRETE ANCHORS FDGE OF (EEE sCNwuu ON SHEET 36)NCRETE /PPUUaIE / PHNflS TR1/I55 WCHINf SOIENS USING 1/4•-20 /� C9NCREtE f0'0. (SEE $CHEpU(E DEN SHEET 26) I'm B E. D.C. 1 / OEE OF �PoU�R� REOUIREO E vN. svAumx - m a.m ONE 6x —u— LRAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 26) ® HD WALK —OVER INSTALLATION _O J NS a 'HEAD ra scREWs 6 O.C. —CONCRETE ANCHORS (SEE SCHEOVIE ON ©E HD WA 1 INSTA I eTION Puvs1E © HD FLOOR INSTALLATION NOW FOR coualwnaN nF =�cnono Poumm G°NCREW REgPRm (fo HD RAINGUARD INSTALLATION 1- SEE SHEET 21 FOR TPILAL SHURFF ASSEMBLY. 2- MOUNTING • E a. EDGE ORTA4CE �E=PEOp«m„5B„6� 26) INSTALLATION DETAILS W/ HV BLADE .......SCALE: A. 7/ 3/8'=1' ',:�"•fCR •' '\•\GEN4-..V9 FLORIDA BUILDING CODE (High Veiccity Hurricane Zone )N2pDucrncvlsRD ➢� w vLNe Flm:N• ��,, :: •:T ;` NO. 44167 ', 02017 m1Ero INC. WR.N R.0 SHUTTER=TECH, INc 0 eon raslErN NET& wwLY. we. MAXIMUM IMPACT HVi HV2 Ass pNa •oq�.o3 ACCORDION SHUTTER sue- •Qr�1•• 'L (A55A ¢ 26)I.Y. BLADE I R W 0 HV. WINDOW B VBLAD . E Y 11 W1 AHV Apylyi0n ulyAE& pEaliwuo CoaRO� _ .P .• ( I P`,• TILLIT TESTING A ENGINEERING COMPANY 7 455 WESTW2Rr Ev. x C.CR.. NotProm LC. _f.. ',.�� ,t1 rT-eMvllllilM �•• uss Nr..uW, sr., sa sr0, v,¢o1¢, comas amarw .vlm Pnem:(.To516Aim �GR®ma.�a21-1s31 HWFdF1. FL 33014 T an is-Iss /26/1 DATE 07/28/17 a /1L DRAWING No W&TER® T� do P. E PH (305) 823-2323 FA% (305) 826-7979 4 17-1 1 1 MIAMI-DADE COUNTY P.E. SEAI. AMNAHIRF/DATE nomwu�I1{I67 s curcT "L END WALL CONNECTION DETAILS ON SHEET pA oUT 9� IN % INSTALLATION OOa *SEE NOTE ON LOCWNG RODS 3® LOCKS ON HOD LOCON SHEET 21 C2i HV BLADE i SEE END WALL CONNECTION v DETAILS ON SHEET 24 LIK ----------r—" nee cuss y----- T -- — — — — — — ------- FLORIDA BUILDING CODE Hi h Velocit Humcane Zane ;' �p '�\G�•I'S� ••�9 ?• 02017 MWOO W. (FH(S.•lf G) ®2oIT FASIQM uUX. SUml. INC. eRoou,—rrz6ylseo + = MA7CIMUM IMPACT HV7 HV2 SHUTTER TECH, rAc ACCORDION SHUTTER Aomy Lj-GQ�y03DeeTNp MV AtmNipp vtter9yXm .D. (ASSA g 26) .V. DIAD I W OR W 0 .V. WNDDW LADE' H.V. BUDE p F , Y TIWT TESTING A ENGINEERING COMPANY Er. nEsuimax mac xA.n Lc. 90'•• A' �`1 74&5 WEST 2 COURT /28/1> pj = F' •.,<U ID ,r' �� 11 ssss x.v.. a: (sa, 7, aw, xe F L305) ,1nr�,vlae I ow a-1m DATE: OT Pb..: (oas)a ,. b... rv.: (aas)ml-Isn ,_ma: eeemo.a..av HIAIFAH. FL 33014 a ORAVRNC No ,5/ONALEI ,,n' A � ". E PH (305) 823-2323 FAX (305) aZ6-7979 a 17-11 MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE �m U. i ��� SHEET 23 OF 2B 0 1/2' —POUK) CONCRETE OR CONCRETE )LOCI( WALL REQUIRED EYJSIINo CUSS YIN. SEPWUnON TO GLASS (SEE SCNEDuu If ON SHEET 25) LQCR@)DRl" 0- END CONNECTIO®E©IL®nl 113x1/2' ' 0 16 O.C. INC GLASS I SEPARATON 'O CUSS E SCHEDULE SHEET 25) END CONNECTION DETAIL 'CURD) CONCRETE POORED CONCRETE IT CONCRETE OR CONCRETE ROCK WALL REOLLREO BLOCK WALL PEOUIRED —EXISTING GLASS --mSTNG GLASS J/NI�AMnm NIN. SEPARATION O GLASS TO CUSS (SEE sLHEnuL£ (SEE SCHEDULE ON SHEET 25) 1 ON SHEET RS) 1/T— .115E T' OR 2' MY(. (AS MPMCAx0'-1' ALUMINUM CUP ANGLE CUP Q (6063-T6 ALLOT) AT MIOHHCHT (I) S.Y.S. IDO& /."o ANCHORS 10 (2)1WALL ® AT -OX.S iE AT WE ECTION EITHER SIDE w(j)) TO T©OR®+®OR RJ) 6 +OOR@Cfl 0q E TN ION ®+® ENISTINIGTGLASS L/ NM. SEPARATION TO LASS (SEE SCHEDULE ON STEW 25) END CONNECTION DETAILn33 END CONNECTION DETAIL® ♦ RFANRED ONLY FOR SPANS G;ETER THAN 12'-0- PLAN VIEW Y DETAIL X END INSTALLATION (2_� HV BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. PROGUCTREVTS'cD plli.S uilhleeiTmidn aRRevR .><«P+x+nvo $ ExPT DYa 8Y "Ccn6oy0 S ]•.\UCIYJ�C '•. T . V = �\ • * ©"17 VIEW NG (dcNEnNC) f�.1 rJ' HIITTEA T£4l.n u+c (ASSA A 26)I.N. 7485 WEST 2 (bIIRT HW.EAH, FL 33014 PH (305) 823-2323 FAX (305) 826-7W9 02017 EATUM METAL SuPRY. INC. JL E C O ING. TIWT' TESTING & ENGINEERING COMPANY 61V NY. T64\ SC. 9a Af. ttWw fAPLYSfIO.LG V Inn : (dM)d]I-ISJ1NA,TpTT'' -"�°a ]19 A nun 11 P. c R0'P°\1j "16]SHEET MAXIMUM IMPACT HV'1 HV2 ACCORDION SHUTTER CT \\ Rl , •.......... G\ (\ P.E. SEAUSIGNATURE/DATE ncfl T HV S vthIsy .V. WWDOW PLOLE $ H.V. &ADE6 ws o,..: e . LC..0 ]n9n DATE: m/28/nwm;(Fex COUNTY DRAWINGNMDOR 7-IMIAMI-DADE 24 OF 28 MAXIMUM SHUTTER SPAN "L+" OR •L-' (ft.) * INSTALLATIONS W/ SYMMETRIO,A 31 OR 3� W/ ONE HD 4 L K A NO LOCKING DIS ©5 MAXIMUM 15.0. OE94V LOAD p.s.l.) (+ OR -) PoURFD CONCRETE MSiAMAnONS ALL MOUNTNG CONDOIONS OR 35 14'5'-1 1' 40 14' -T IT-10" 45 50 13•_6• IT•-0• 53 6o 65 12'-8" IS'-6- TO 75 12'-3 14'-5- 6O 12' BS IV-10" 13-) 90 11'-6• 95 11'-3' 12'-10- 100 10'-6" IDS 10'-0" 110 9'-6• II•_11• 115 9'-I' 120 B'-9• 11'-$• 175 130 to•_11- 135 1b 0'-6• I 0_4• ISO 5 I65 m i a•_g- 170 170 g•_T 175 g•_5• 80 9'-C in 185 g•_2- 190 g•_p• 195 B'-9" It (1) L+: MAXIMUM H10WARIE SPAN FOR A GIVEN POS IK A.S.D. DESIGN LOAD. L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE ASM DESIGN LOAD. (2) PROCEDURE TO DEIEIUINE WXWUM SPAN FOR WILL MOUNTINGS OR TLOOR/COUNG: GNFN A MSTTNE &&0. DSIGN LOAD, DETERMINE MAXIMUM SPAN 'L+" FROM SCHEDULE G A NEGATIVE &S.D. DESIGN LOAN. DETERMINE MAXIMUM SPAN 1 FROM SCHEDULE. FlNAL MAMUM ALLOWABLE SPAN IS EaUA TO THE MINIMUM DETERMINED SPAN BETWEEN i. AND -L- (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN DUAL W/ FLOQQ/CELP10 MOUNTINGS: FOR A CNEN POSONE AS.D. DESIGN LOM. DETERMINE: L1+- MAX. SPAN FOR WALL MOUNTING INSTNlAnONS LA+- MAX. SPAN FOR RWR/GOING MOUNTING INSTAL TKXIS. FOR A GIVEN NEGATIVE AS.D. DESIGN LOAM: DETERMINE LI-e MAX. SPAN FOR WAL NOUNRNG INSIAIUnONS INsrL] MU(. SPAN FOR FLOGR/L'EIUNG MOUNTING uun5xs nN MAXINUM p1LOW9L[ WAN 5 EQUAL TO TIE ET • MINIMUM BWEEN ,.-, i .'. lI-_MOD (4) GO TO ANCHOR SCHwuLE WRH nNAL MAXIMUM AIDWAPNE SPA' AND MAXIMUM ASD. DESIGN LOAD TO DETERMINE MAXIMUM ANCHOR SPACING. (2) HV BLADE ONLY • SEPARnnm TO Cldtt R nREAIENIS AINIMUM SEPARATION TO GIASS FOR SHUTTERS INSTALLED AT ALL ELEVATONS OF BUILDING IS 3F. INSTA IAT IN F xD A4SIMlE PWML NNGg.TE Malmxs (air a1 WALL MOUNTING A4 & EE FLUOR/CEILING BE, CC, DO, MOUNTING FF & GG I PRODUCTR6VL5FD �� ,a4GeN WF a B �tiasa4= PaI'N�`c% 0, 1. _ ; / . - ` N0` 44167 *. yO.,, T,E N�QAA` ,TILLIT Mn ©Mn1 RTm ueC (mcmmavc) FLORIDA BUILDING 5i{oTTEB=TECH. Luc (ASSA ®26)0 7 W� ZCOU�. HK". FL 33014 PH (305) 823-2323 FAX (305) 826-79791 CODE (High VelocityHurricane Zone TERN METAL SUPPLY, INC. IL ECOINc. TESTING & ENGINEERING COMPANY ....)/]6/I Pnm.: (sos)a>1n1 wD�' 3m�n-IS]I m-aaofi>ls %XcTR A Our 1, a. E n°1dTM Iae7 IMPACT HVI HV2 DAON SHUTTER H.V. H.VBLADE I, WLAD o,WW oUg .e.�& Lc. DATE: o7/IB/f7 0 nP. DRAWING No ]—L/SIGNATURE/GATE SHEET 25 OF 28 MCHD S SRoxG UEIG NO MAXIMUM ANCHOR* SPACING (in.) SCHEDULE FOR A GNEN 1 4", rAvmN MAX SHUTTER SPAN MAXIMUM A.S.D. DESIGN OAD AND A s 16•. T Pmn xi CORRESPONDING MOUNTING TYPE ' FOR CONCRETE INSTALLATIONS POURED CONCRETE MAXIMUM ALL MOUNTINGS AA THRU GG (SHEET 22) SPAN (ft) USE MAXIMUM VALUES BETWEEN POSUVE AND NEGATIVE A.S.D. LOADS 50 OR LESS >50 TO 90 >90 TO 120 >120 TO 160 >160 TO 195 B._9• B° 4 1/2" 3 1/2' - - OR LESS 12" B" 6' 4" 3 3/4" >B'-9' 6" 3 1/2" 3' $ - - UP TO I V-1" to' 6' 4" 4" - >12'-l" 4" 3 1/2" - - - UP TO 7 1/2" 5 1/Y 4" y NOTE: ? VAUD ONLY FOR UP TO 10'-0' SPAN 'SPECIFICATIONS ON ANCHOR REQUIREMENTS- TSUBSTRATE (A) ANCHORS TO WALL SHAD. BE K FOLLOWS: AI) TO EXISTING POURED CONCRETE (Min. ec - 3192 P01) - 1/4"0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUROEX. MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON 15 1 3/4•. A.2) TO EXISTING POURED CONCRETE: (Min. PD - 2599 P01) - 5/16.0 TAPCON XL ANCHORS, AS MANUFACTURED BY I.T.W. BURDEN. MINIMUM EMBEDMENT IWO POURED CONCRETE OF 5/I6• TAPCON XL ANCHORS IS 2 1/4•. A3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEANO SAC WALL FINISHES ANCHORAGE SHALL BE A INDICATED ON NOTE AA) ABOVE FOR WSTAT.IATQNS ON NNW. SIDING OR En CONSULT THIS ENGINEER. (0) ANCHORS SHALL BE INSTALLED FOLLOWING AL. OF THE RECOMMENDATIONS AND SPECHICNEONS OF THE ANCHOR'S MAUFACMRER. (C) SEE BELOW FOR MINIMUM REQUIRED EDGE DISTANCE FOR ANCHORS. MINIMUM REO IR 0 OG ASTANCE FOR ANCHORS MAXIMUM ANCHOR SPACINGS ARE VAUD FOR 3• ENE DISTANCE FOR 1/4"0 TAPCON AND 3 5/8• EDGE DISTANCE FOR 5/16.0 TAPCON XL n HV BLADE ONLY ,$ i uvcllfb (& . 7 % ®mn m co No (D Uunnc) PRODVCT REYIS[D tanplXiq;wOh Nemxn 110.44167 '•. SHUTTER -TECH, the A 9 * I LECO T, DMO 2 f1 ''., �P / Q sC (ASSA ®26) Tb' �iC 0 (pR; w� LTA TLLIi TESTING &ENGINEERING COMPANY 7485 WEST 2 COURT Tka011zv. •ICOr. -- �I.1 ...•....•• " �a�1 nsss Nw. wu, a. m w+, xlxw nwm.; rinww vlce Plwm : (Tos)en-1sT0. Fe.: (Tos)en-153I HALEAH, FL 33014 want w TBLrt Jr. P. C PH (305) 823-2323 FAX (305) 826-]9]9 lic / MWMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE Iu➢nim N167 )DE (High Velocity Hurricane Zane 2017 FA51Qd1 METAL SUPPLY, INC. MUM IMPACT HVi HV2 'CORDION SHUTTER NA AanN�onS -e Sw. PoNDOW BLADE k H.M.BLADE eRlPnax DA1e I nrme P, L.C. 15—IS] 7/ae/1 DATE: 07/W/17 DRAWING No 17-111 1 12' MIN. CIEARAACE TO 6WE TOR. EDDE 1 A HV WINDOW BUDE 3'0 OPENING I .0 W EO FIAT PORTION OF BLADE I I i, f '1 2 7/8 MIN. ..• CIFM SEPARARON BETWEEN SIADE OP INGS 12' MIN. CI£ TO BUDE 6 EDGE c .ez 4 V' ______T___ .1875" - ..__________r------------- 0625" } .0625 0625 .0625" E)RERIOR SECTION X-X SCALE: 7" - 1' .1875" 44 MERU HV 1YINDOW li f 5 3/4- ON S i 2 1/4' CLEAR BEPNEEN rABs .0625" 0625" SECTION Y—Y SCALE: 1' 7" u J SCALE: 3/8"=1" TE- JEXIEBIQR ELEVATION SCALE: 1" = I" POLYCARBONATE IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE RESINS, UV -STABILIZED GRADE OR SABIC INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE 'IF" ON SHEET 28) POLYCARBONATE SOURCES FOR 44 APPLJ BLE RESULT 1Y XI PROPERTIES STANDARD gLMe ygp pA REFERENCE wINUL / avx's luslc YGw M[N Si W IdFY Ko 16X EHYM AL SPECIFlC GI MFCI(e ASR1 D792 0.043 Ibin' 0.043 Ib& TENSILE MELD STRENGTH ASTM 0638 9,400 oa.i. 9.500 "J. FLEXURAL STRENGTH AT MELD FLEXURAL MODULUS IMPA � Ono ASTM 0790 12.500 p-s. 340,000 1].400 pJ. ]45.000 P.-I. NOTCHED IZOD ME BURNING CHI AS'TN D256 18 FT—Ib/m 17 R—IbAn SMOKE DENSITY ASU D2843 47.2 R 64.5 S MA% RATE OF BURNING ASTM D535 C—I GLASS C—I CLASS SELF IGNIPON AS(M 01329 10M 'F 980 'F YIFAIIlE618B: A57M 0155 TENSILE SiNENGTH AFTER WEATHERING ABiM 8]8 9302 p.s.1. 8840 psi. TENSILE STRESS BEFORE WEATHERING A9M fi]6 8461 p.a.i. 8880 pe.I. p2017 TATEFO INc. (EN4WEEwN4) 5H[ITTER=1'ECBa 7Ne ' (ASSA @ 26) NLLIT TESTING & ENGINEERING COMPANY. 74&6 WEST 2 COURT iO 1 JOl -' Sta S . NYJryy..1 RpWM.168 Pnana : ]0s)e11-15m . Fa.: (305)671-1E3I HI FL 33014 -moa: 6Raawoa.wm EB-OW6]I9 WAOEB w TILME ". P. E. PH (305) 823-2323 FAX (305) 826-7979 FLOOM Ma. 1 441w INC. DRAWING No 17-111 ObOa 60 TW. (CF4Y� SIR — MNf. 5 "WONIS ALLGWED AT NV MNRbM BWE SEE ENO CRNNELTON DEDN_S ON sioni 11 7-.-/ PULL HEIOHT. 991 91 '91 91 91 � 9� 9 91 91 91 �9 y� �yy1 9' ...G ELEVATION MN. SURNM YN 10 . - GENEIRA_ HIARAnONS AND CONDITIONS OF USE FOR KRONA UNISON BOTH W WINDOW R 1. W. AS.O. RESIGN PRESSURE PALING: +110, - 110 P.e.f. 2. MIN. SHNTi.R SPAN: BE. 3. ALOWLD MWN¶NGS: A 0, G H H ON SHOTS B, 7; AS WELL AS NOUNIINGS M. 0, T. U & W ON SHEETS IB M 19. A ONLY LFNImuAiis T211 6ID TBOTH W/ Am AxE Auawm W11H 1 ARP.. ED IN A S Nl1`E�IEA1 OR OPPOSING u Uf. W G4SE OF OP jNG II�aTTS))EEMUST BE INCLUDED ONLY AT E%IEANffi ACCESS SIDE OF CENTER. 5. (A) NY WNC9W OWE ©SIVL. DNLY N A NU00JUM OF 5 OPENINGS (3.1 HOMES MR ® PER BWE AT SPA4NC5 SHMYN ON SHEET 27. (B) NW. 4FARANCE FROM TOP OR RO ml EDGE OF W WCOAV BWE O OF N YP HOE MR © 514LL BE I2•. (C) NR51 OR L§ RULE COMING OUT MOM STUTTERS AT ENDS MAY BE W ION OON BUDE 1I (D) HV WWOOW BWE II MUST BE USED ALTERNATE 10 A SOLD NY OWE 1O MR0UGH010 SHUTTER'S OTH. (E) < Tis H% uWAM BE w PUl ED ADvcwT TO A SOLD Iry BWE 1 AT O1XFJt 510E OF 1NW. (i) POLYGRBOHATE HJ MNCOW 4 SHNL BE INSTAL:£O 50 TAT, TIES iACE WE IMETdOR OF THE OPEWNG B NG PROI£C1E0, 1N WMOGW (W MUST BE ONLY NSI µD LOCKED USING A IN SETTING TOOL PROOBF➢ BY ASX INC. 8. 5EE ANCHOR SPICING SCHEDULE MR INSTNIARONS WIO WOOD FPANE BUILOWGS ON SHEET 16. AS UNITED BY SPAN AND DESIGN LOAD (SEE NOTES 1 Is 2 ABOM. 3. SEE µCHOR SPICING SCHEOULE FOR INETN3ARON5 INTO POURED CONCRETE OR CONCRETE BLOC( WHL ON SHEER 13 & 11 AS LIMITER BY SPIN µD RESIGN LORD (SEE ND I & 2 TROVE). 9. uWIMUM SERWTON TO BLISS SCHEDULE: SHUTTER SPAN NINIMUN SEPNUTgN N OIASE eb' Nov 5• ______ &' EXTERIOR ONLYI AND OR 2$(SEE NOTE 4 AROVEI fNIF wao_ ® \\\_ NOTE 1 PBO+}J E .R NORKING IN UNMAN_ WITH HV WINDOW BLADE 111A SHUTTER* MIAMI-DADE Q 2017 MTECO INC. GINGINIMNG) SHUTTERTECH, INe (USSR B 26) 9 M17 FASIWA METPL SUPPLY. INC. /W �L E\&O1NC. MAXIMUM IMPACT HV7 HV2 ACCORDION SHUTTER DERTRAHv'ousu=S5 V BIAUE 1 W OR W O NV WINDOW BUOE & NV BUD TING & ENGINEERING COMPANY N. 11 CESPBPRax DATE R. LC. sL, sM.. xs, wawA u�xs, Rww mee 7485 WEST 2 COURT I am a-ms /se/I DATE 07/26/1 OS)07(-1510. Fa..: (3O5)B71-1531 HVLEAH, FL 33014 2 -:Lon: W1«maoL�m 3 DRAWING No .... ER-'. �9i.P E PH (305) 823-2323 FAX (305) 829-7979 , 1 7—� RORIW l . F u167 5 GHFFT C Wi SIL95 w 16. O.C. m 11 Ot O'.VnNEL~� 4•fC / O6-O.G.^. �n wM w W. c-60I 0 6' urn ro . oG(SE/ �+ U`OUSTING PlIXSb4mw)N 'IN SEPD-N GLASS,I EroSLNwIEs I Dm3 IX611NC FlN6H �n, � �ps APPucoBLE � � ON tni; O.G.110 MATES 1 �.��{H�.�p -12-DDD' N°• r 3' IN eg�0 .�P 43 1/4"o NOMINAL ALUMINUM SLEEVE 6063-T5 ALLOY SEPARATION TO GLASS SCHEDULE 3000' Mav .x IENCM . 1• 43 1/4"b-20X3" BOLT MUST PENETRATE s>3• 250' r D5o' I/4'b-20 THREADS 43 1/4"0 ELCO CONSTRUCTION PRODUCTS FAB—LOK HD emulrzEo3wxo ms• rmcx W t'tv'awE's': 0 O.C. wi psN A-M GN,n6w ,:'.04�aa.._ COMPONENTS uw, o-6c vV. 6Im . MS WALL HEADER/SILL INSTALLATION u6ru siuos a 18• oc 3: i.:^. 6nnnw Fwml ps APPuvaIE sfalE 3/6'= I' Orr. rre & DOTmu7 1 —_—__— _______ 1 aH-. 81/r:0.035• n11CN Nil. -zEX6nNG fSA4 Nr. f-.V. GSX 1RACK CNWNLL pSM p-65] GR.V)E .0 Yln G-EO ...., n.. .. .... .. .. _ G4LVINIIFD FASRi TO S"'m ...... s. :: 1•: �'ti., .. w/ (z) /fin 0, Ia6 FACEess Gx `-'•` SYM TRYCAL 's' _• SYMMETRYCAL t� =+ 430 �436 '43c . I; ?r"'a,, - r MIN. sEPuunoN vARIEs I nnDVIOR 6: mDooR FUcs CENTERMATES W/'rl I'."CENTERMATES W/ (SEE SCHEDU Mux. 4 INTERIOR ACCESS SIDE;*; E%TERIOR ACCESS SIDE'::+ -- ---s,=--------------- - —W -- '=-=—^-- ---- -- --- -------- — --------- ---- ---- ----- ----'- — — -- ------- OrPO ux. smuwnox ro C76s IN uN 3PNinw1 ro CUSS IN 4, / 8®E Ulbt (4E S—mm 6' :n. W/ Cull¢ UNM ___—___ (sFWWAf)—__—_—__ __ _— 2 — 21 21 21 21NO&PI 1 2)42 LOCAT AT 12jr"'—jZ __ I _ _ Nv HENDER/SlU. w6S VIEW Y 4 12 —s 1/4'(T P7— 6I z On) 3 (6'Mlnj 24 SIDE CONNECTION TO TRACK (Cont) _ T' 8 I/z' wx. sucH *# VVg HMO A. 7r �_ tIVC BLADE SLACK DETAIL HVF FLORIDA DUILDING CODE (High Velocity Hvmiconelone i�ff�6ENSFA•S 9. '; ©2017 IILR M.(wCNecaxe) ®20q FASIEFN NETA SUPPLY. INC. PRGDDCT)IRV7$6D 1� + MAXIMUM IMPACT HV•1 HV2 No.44167 ; J�'HATTER-TECH,- ACCORDION SHUTTER EwSha (:ofv Are+ �TQ3 IL EC01Hi (USSR p 26) NER4 s Diu, VD syelem E 11 W OR W/O H.V. WAX BLADE k H.V. BLADE TILLIT TESTING k ENGINEERING COMPANY 7485 WEST 2 COURT cv.x 6ssc6v-15 wrt on.n LC. Try - P:f I aD i5-i6s 7/2./i DATE: 07 28/17 N' .ia _ ei ux:o, Lt was xr. sun C,.1 m, xx6wu : (30) ,wa6L vles (»s7m1 : . Fev : (sas)en-mn HWFAFi, FL 33014 2 p �'I: �IM6719 �mn _ _s DRAWING No •W a/pj1II w.uTm �wn6 ves. P. c PH (305) 823-2323 FAX (3( ).826-7979 17-111 Elll✓IX. U� / u167 s SHEET MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE 6 28A OF 28 GENERAL IMITATIONS AND CONDITIONS OF USE FOR BERTHA n HV BLADE ACCORDION SHUTTER SYcrcM INSTALLATION TO METAL STUD WALLS 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 P.s./. 2. MAX. SHUTTER SPAN: 84' 3. ALLOWED MOUNTING: MS ON THIS SHEET. 4. ONLY NTERMATE 21 W/1n4 HV LOCK ARE ALLOWED WfTHAR GA A S METRICAL LAYOUT. USE OF (2) 5 (6' LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT RIOR OR INTERIOR ACCESS SIDE OF CENTERMATE. BLADE SLACK DETAIL HVF IS VALID FOR 21 CENTERMATE APPLICATION WITH BLADE i1) MAX. SHI7TTER MINIMUM SPAN L (in) SEPARATION TO (AA55 84' OR 3 1/4' LE55 4 1 a`, HLESCANNED COPY i I BY !T.1 St. Lucie County CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE MN►AACtORpFRE�ORp THESE PLANS AND ALL PROPOSED YdORN ARE SUBJECT TO ANY CORRECTIONS Re'OUIRED BY FIELD INSPECTORS THAT fdAY BE NECESSARY IN ORDER TO CGfdPLY WITH ALL A?PLICAME CWES. f Y i /lLL`tBE MADE `10k(o0 b 1E` ENGINE' ��ING h 033D EXPRESS Order (Ref) #: 42734 (043286-6009722222) Project Details: JACKSON Contractor: THE HOME DEPOT 5799 S US HWY1 9208 FLORIDA PALM DRIVE TAMPA, FL FORT PIERCE, FL Subject: Wind Load Design Pressure CalculatiM 8, G110 Py Site Information Building Classification: enclosed Wind Speed (V It): 160 mph Exposure Category: c Roof Type: gable Roof Slope (0): 22.6 deg Mean Roof Height (h): 30.0 ft Min. Building Dimension (L): 175.0 ft Parapet -! 3 feet? No General Calculation Directionality Factor (Kd): 0.85 Gust -Effect Factor (G): 0.85 Internal Pressure Coefficient(GCP,): ±0.18 Topographical Factor (Kt): 1.0 Velocity Pressure Exposure Coefficient ( nK): 0.98 Velocity Pressure (qh): 54.72 psf End Zone (a): 12.0 ft ASD Method: P = 0.6w Mark {ft)Size¢WxH(in) Zone shutter? 'Area (ft2)K:(K,h)qz(qn) GCP. GCP_, Bressures(psf)' 1 0 86.0 x 60.0 5 Yes 10.0 0.98 54.72 1.00 -1.40 +38.7 / -51.9 2 0 121.0 x 72.0 5 Yes 12.0 0.98 54.72 0.99 -1.37 +38.3 /-51.0 3 0 134.0 x 55.0 5 Yes 10.0 0.98 54.72 1.00 -1.40 +38.7 / -51.9 4 0 108.0 x 74.0 5 Yes 12.7 0.98 54.72 0.98 -1.36 +38.1 / -50.7 5 0 ](1) 56.0 x 74.0 5 Yes 12.7 0.98 54.72 0.98 -1.36 +38.1 / -50.7 6 0 76.0 x 74.0 5 Yes 12.7 0.98 54.72 0.98 -1.36 +38.1 / -50.7 7 0 76.0 x 74.0 5 Yes 12.7 0.98 54.72 0.98 -1.36 +38.1 / -50.7 8 .0 76.0 x 74.0 5 Yes 12.7 0.98 54.72 0.98 -1.36 +38.1 / -50.7 NOTES: Design is in accordance with ASCE 7-10 (ASO method) and the Florida Building Code Sixth Edition (2017). Results,\ J'� r r' are not valid for use unless approved via original signature and raised engineer seal of a PE from Engineering Expre ss,\� V$✓,Qd Or1V *i�h•,R 1 S Results are based on contractor -supplied data and shall be field verified by others prior to use. Selection & installatlo ENS S!€! products shall be approved using these dimensions and pressures as verified by others. �'\G e 0 No PE82328 Note: For openings to be properly rated in Zone 4, no part of the opening shall be within 12 feet of any builcirMcorm@r. T u Jul This engineer has not field visited this location and if this cannot be clearly identified by others, the opening sh�lI* re- Gordon DI IS evaluated priorto installation of anyfenestration. All other information provided above including mean roof Fieigl� building minimum dimensions, opening sizes, & other supporting data was provided by others. For definitions oftko STATE BFF 328 above terms, visit EngineeringExpress.com/VJiki " �� FjD'�Ut /' Z' SS/O N A�- �• r-0 111111ttt 160 SW 12TH AVENUE, SUITE 106, DEERFIELD BEACH, FLORIDA 33442 42734(043286-6009722222) PHONE: (954) 354-0660 - FAX: (954) 354-0443 AutoPrint ENGINEERINGEXPRESS.COM PAGE 1 OF 1