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HomeMy WebLinkAboutNOAM IAM I•DADE ML4,YH.DADS COTJNI'Y �� PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND EItESUU$7CE5 �� 11805 SW 26 Street, Room 208 BOARD AND CODE ADM DiiiiiiVVVVVVIIIrss ffffffmmmmmm ��..00�"` /���„�///J eh /�/r,�n/ Miami, Florida 33175-2474 1 ii / / f 1 W ! T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidide.sov/economy Shutter Tech, Inc. REVIEWED FOR 7485 West 2°d Court Hialeah, Florida33014 CODE COMPLIANCE ST. L CIE CO NAY SCOPE: La (�(+ �� This NOA is being issued under the applicable rules and 'Rguu Ponns gove g 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 (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 area's 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Maximum Impact Bertha HV " Aluminum Accordion Shutter System APPROVAL DOCUMENT: Drawing No.17-111,titled" Maximum Impact HV1:HV2Accordion Shutter", sheets 1 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 11, 2017 bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. ?MSSILE 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, 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 Hehny A. Malcar, P.E., M.S. - NOA No.17-0905.03 MIAMI ��DE COUNTY � Expiration Date: 04/26/2022 oZ1 /S`�%i3 Approval Date: 02/1512018 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 HV1 HV2 Accordion Shutter sheets 1 through 28 of 28, and sht. 284 of 28, prepared by Tilteco, Inc., dated 0112012012, 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, dated January 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, ?012, signed and sealed by Mr. Walter A. Tillit, Jr., P.E., certifying that the drawing (No. 12-019) prepared for Metal Tech, Inc. is engineering wise identical to ASSA's generic drawing (No. 11-111). 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0129.13 A. DRAWINGS 1. Drawing No. 14-004, titled " Maximum Impact IIVI HV2 Accordion Shutter ", sheets 1 through 28 of 28, and sht. 28A of 28, prepared by Tilteco, Inc., dated 01/20/2014, signed and sealed by Walter A. Tillit Jr., P.E., on January 29, 2014. B. TESTS 1. None. C. CALCULATIONS 1. None. " /� W"Z� elmy A. Mahar, P.E., M.S. Product Control Section Supervisor NOA No.17-0905.03 Expiration Date: 04/26/2022 Approval Date: 02/15/2018 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 HVI HV2 Accordion Shutter "., sheets 1 through 28 of 28, and 154 & 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 ofRegulatoiy and Economic Resources. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 15-0803. F. STATEMENTS Letter by Tilteco Inc., dated May 22, 2015, signed and sealed by Mr. Walter A. Tillit, Jr., P.E., certifying that the drawing moo. 15-147) prepared for Shutter - Tech, Inc. is in compliance with FBC, 2014 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0201.01 A. DRAWINGS 1. None. B. TESTS 1. See Association's generic approval under 15-0803. H61fny A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0905.03 Expiration Date: 04/26/2022 Approval Date: 02/15/2018 E-2 rf 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. 1. Letter by Tilteco Inc., dated January 17, 2017, signed and sealed by Mr. Walter A. Tillit, Jr., P.E., certfdng 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 approved, and allowing Metal Tech, Inc. to use the test results approved under Miami Dade CountyApproval No. I5-0803, 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 " Maximum Impact HVl HV2 Accordion Shutter " sheets I 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 11, 2017. B. TESTS 1. See Association's generic approval under I8-0097. C. CALCULATIONS See Association's generic approval under 18-0097. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources. F. MATERIAL CERTIFICATIONS See Association's generic approval under 1870097. 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. 67Rebny A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0905.03 Expiration Date: 04/26/2022 Approval Date: 02/15/2018 E-3 1. BERRAI H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT APPROVAL COMMENT (PAD.) HAS BEEN VERIFIED FOR COMPLL4lCE IN MCORDNiCE WRIT ME 2017 (81N EDITION) OF THE FLORIDA BUILDING CCU. THIS ACCORDION SHUTTER SYSTEM MAY BE INSTALLED AT INCH VELOCITY HURRICANE ZONES DESIGN WAND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF ME ABOVE MENTIONED CODE USING ASCE 7-%0 AND SHALL NOT DOM ME MAXIMUM (A5.0.) DESIGN PRESSURE RATINGS INDICATES, ON SHEETS 12 THRU 12 & 25. 26, 28 & 284 IN DRUM TO V'ERTY' THE AJBJVE CO CROM ULTIMATE DESIGN WIND CONS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO ASD. DESIGN WINO LOADS BY MULTIPLYING THEM BY 0.6 N Ono TO GG RANE THESE W/ MAX. (ASD) DESIGN PRESSURE RAMOS WNCATED ON SHEETS 12 THIRD 17 & 25, 26, 28 & 28A IN ORDER TO VERIFY THAT ANCHORS ON THIS PAD., AS TESTED• WERE NOT OVER STRESSED, A 332 INCREASE IN ALLOWABLE STRESS MR WINO LOADS WAS NOT USED IN THEIR ANALTSS. BERTHA H.V. ACCORDION SHUTTER SYSTEMPS ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD TA, AM REPORTS: BEEN VFWFlEO IN ACCORDANCE WITH SECTION 18260E ME ABOVE MENTIONED CODES A$ PER -NV BLADE Q F0214.01-03, 00715.01-03, #1004,01-05. 11214GI-05 #0317.02-06 AND #0609.01-10 AS PER TAS 201. PAS 202 AND AS 203 PROTOCOLS. -HV WINDOW BLADE ® p0505.01-00 AS PER TAS 201. 202 & 203 PROTOCOLS AND 0725.01-08 AS PER TM 202 PROT,,,_ -HV BLADE 02 #0422.01-05 AS PER TWO 201. TAS 202 AND TAS 203 PROTOCOLS. 2. NJ EINDF( AND HV BIADEQ2 ARE ENONKRED TO WORK IN UNISON WITH EACH OTHER IN AREAS WHERE THE BEECH PRESSURES TWASRION FROU END ZONE 5 TO INTERIOR ZONE 4. EACH WIND ZONE MUST BE CLEARLY IDENTIFIED IN ACCORDANCE WITH ASCE 7-10 ALL MOUNTING CONDITIONS AND FASTENER TYPES SCHEDULES MUST BE APPLIED TO ME �'(1fl3�5PoNDINC WIND ZONE. THIS SHALL INCLUDE REQUIREMENTS EAR MIN. SEPARATION TO GV55 DELIMITATION OF WIND ZONES 4 AND 5 AS WELL AS VALIDITY OF COMPONENTS FUR TV BIME(BORW COROION ND ZONE. SYSTEMS FOR EITHER MNO ZONE SHALL BE PREPARED AND CERIIITED BY A FLORIDA REGISTERED ENGINEER CR MCHIIECT BASED ON BUILDING CONFIGURATION MD ASCE 7 BCNORDIO pSH SHALL BE SUBMITTED TO THE BUILDING OFFICIAL AT ME TIME PERMIT IS APPUEO FOR. NY BLADE O, -0 TN 'WINDOW BLADE (g ME ISO ENGINEERED TO WORK IN UNISON WITH EIGHT OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 28. 3. DERMA H.V. ACCORDION PINS (HV SCREWS). USED AT S-ADM KNUCKLE AND FOR DMECT MOUNT CONNECTION TO TMGKS SHALL BE / 102.75 AND If 14MI-75 RESPECTNELl. 91,-TIT WMUM SERIES GLUMNESS STEEL SCREWS WITH 135.0 "1 WED STRENGTH AND 180 ksi TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSIHIEUD COATING SYSTEM AS MANUFACTURED V APPROVED COMBING APPLICATORS, REGISTERED WITH PMERIGN SINTER y15TE].1S ASSOCIATION. PINS MUST BEAR ME NV IAMONO ON MER HEAD. 4. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLAY MO TEMPER AS INDICATED ON SHEETS 2 AND I MINIMUM WELD STRENGTH MR 8063-T6 ALLOY IS 31.7 ksT AND 35.7 kaI MR 6105-Ts ADM. S. ALL SCREWS TO BE STAMESS STEEL. 304 OR 316 NSI SERIES OR CORROSION RESISTANT COATED CµSON STEEL AS PER DIN 50018 WRIT SO ks1 MIN. WELD STRENGTH AND Bo W MIN. TENSILE STRENGTH AND TO COMPLY W/ PRO SECTION 2,111.3.3.4. 6. 60LS TO BE ASM A-307 GALVANIZED STEEL. OR AT 304 OR TIES SERIES STAINLESS STEEL WITH 35 ksT MINIMUM WELD STRENGM, 7. SEE ME FOLLWBNG SHEETS FOR ANCHOR SPECIFICATIONS; TV BLADE 1& 13, 14. 15, 15A 16. 17 ANO 28A HV BLADED : 26. TN BITE IC & ® MRKING W UNISON: 13. 14 & 16. 0. THIS BERTHA H.V. ACCORDION SHUTTER MICA BEARS A U.S. PATENT 06-779.582. COMPONENTS OF MIS APPROVAL ME CONENI IN WHOLE OR IN PART BY U.S. PATENT B5'458,179 SCUM TO EASTERN METAL SUPPLY. INC. 9. T SHALL BE ME RESPONSIDIUry OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF ME STRUCTURE WHERE SNUFFER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEI/CAULK N1 SHUTTER COMPONENT EDGES WHICH RIOAkN, MRU FMTENWO IN CONTINUOUS CONTACT WITH ME BUILDING TO PREVENT WND/RNN INTRUSION. M EACH UNIT MUST BUR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT, OR OTHERS MUST PROPERLY CLOSE ALL HV AND NO CENTEMMTES AND ENGAGE OR LOCK ALL HV AND No LOCKS 11. A PERMANENT SHUTTER MANUFACTURER'S LADEL SHALL BE PLACED ON ME EXPOSED SURFACE OF ME SIDE TTµ. APPROXIMATELY 4' BELOW ME TOP OF SUCH RAL LABEL SHALL READ AS FOLLOWS: SHUTIEt-TECH, INC. MINA. FL MIAMI -DIME COUNTY PRODUCT CONTROL.APPROVE0. 12. BERTHA H.V. ACCORDION SHUTTER SY51R1'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN MIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PRONGED SY ME JURISDICRON WHERE PERMIT IS APPLIED TO. . 13. (a) MIS PAD. PREPARED SY MIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SINE SPECIFIC PROJECT: i.e. WHERE ME SITE CONDITIONS DEVIATE MOM ME PAD. (6) CONTRACTOR TO BE RESPONSIBLE FOR ME SFIECIIDN• PURCHASE MO INSTALLATION INCLINING LIFE SAFETY OF THIS PRODUCT. EASED ON MIS PAD., PRMIOED HE/SHE DOER NOT DEVIATE FROM ME CONDTNONS DETAILED ON TANS WCUMEM. CONSIiNCTgN SAFETY AT SITE IS ME CONIRAC7OWS RESPONSIaUTY. (_) MIS PAD. WILL BE CONSIDERED INVALID IF ALTERED By MY MEANS. TABLE OF CONTENTS AREA 1' HV BLADES C1) AA & m GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICµ SHUTTER ASSEMBLY 38-43 SHEET 4 AREA 2•- HV BLADE n AND IN WINDOW BAD FIAT APPLICARI Q .(WHET TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-E, CONCREIE/BLOCK SHEET 6 INSTALLATION DETAILS F-L, CONCRETE/BLOCK SHEET 7 CENTEAMATE DETAILS HV SHEET 8 CENIER14I ALTERNATING DETAILS HV SHEET 9 CENTERMATE DETAILS HD SHEET IC END CONNECTION MAILS 1-6. CONCRETE/SLOCK SHEET 11 MAXIMUM SPAN TABLES SHEET 12 ANCHOR SCHEDULE- CONCRETE SHEET 13 ANCHOR SCHEDULE- CONCRETE SHEET 14 ANCHOR SCHEDULE- CONCRETE ` SHEET 15 ANCHOR SCHEDULE- CONCRETE BLOCK SHEET 15A ANCHOR SCHEDULE- WOOD SHEET 16 ANCHOR SCHEDULE- WOOD SHEET 17 INSTALLATION DETAILS M-R. WOOD SHEET 18 INSTALlA110N DETAILS S-X. WOOD SHEET 19 END CONNECTION DETAILS 7-12 & X. WOOD AREA SHEET 20 : HV BLADE m ONLY TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 21 INBTAILATION DETAILS AA-GG, CONCRETE SHEET 22 CENTERMAM DETAILS HD SHEET 23 END CONNECTION DETAILS 1-5 & X. CONCRETE/BLOCK SHEET 24 .MAJBMUM SPAN TABLES SHEET 25 ANCHOR SCHEDULE. CONCRETE SHEET 26 AREA 4: HV WINDOW RI ADE IN ONLY TYPICAL. WINDOW BLADE & WINDOW DETAIL SHEET 27. TY%GLL SHUTTER ELEVATION SHEET 28 AREA 5: HV WINDOW 91 AD (11) ON Y INSTALLATION DETAILS, METAL STUD WALLS SHEET 28A • • BE RESPONSIBLE FOR ME PROPER USE'OFeME'PAD. ENGINEER OF RECORD. ACgo TING AS A DIO LSTARD WG NFIF lD THE PApGIN� OF RECORDSUBMR N THIS DRAWINGS MR SPEGFlC REVIEW. LATTER ME SITE THIS DRAWING SHALL ONLY BE USED TO (e) ORIGINALPAD. SHALL BEAR THE tAIE AND ORIGINAL SEAL µp SCNAMRE Of ME PROFESSIONALENGINEER OF RECORD MAT PREPARED IT. OBTAIN PERMITS IN THE STATE OF FLORIDA �; FLORIDA BUILDING CODE (Hugh VelocityHurricane Zone r1TODUMRGVrsDD B° c� °No ;'�•'. \CENSL:'•5✓d V/ No. 44167 ` 02017 TLTECO INC.(waIRIXwO) SHUTTER -TECH, 02017 EASTERN METH_ SUPPLY. INC. MAXIMUM IMPACT HV1 HV2 LAra.17-c o5.03; �j�Z yi �'` IL L C O IxC ACCORDION SHUTTER B3• ;�/�� 7• A� ` ••• r4A L INC. TIWT TESTING &ENGINEERING COMPANY asss ssu. M. vs, wnma. (A5ES g 26) 7485 WEST 2 COURT BERTHA MV Alm DO ADE & M N. BADE I W OR W/O H.V. WAATE BLADE & H.V. BLADE r. H Brswmax DART DAT LC. _O naNw I. h PM1one : (SO 05 . F- . Fa.: (y15JBT1-1511 Iss 7/2B/1 DATE: W/28/17 _ _ , SADNALF' 1111 D'�o�YAAYAplllll Q)WI-153(I -maa: al.wawl<m„ &. HIALEAFI, R 33014 2 DRAWING No WAITERS TkL! P. c PH (305) 823-2323 FAK (305) 826-7979 4 1 7-1 1 1 MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE TT0q°A u4.1 .167 5 SHEET L% 1 OF 28 6y 6 0 4fi\fi Jv83j' s o 6.857 UNDER US PATENT # 5458179 (2 )HV BLADE HV WINDOW BLADE* COVERED UNDER US PATENT # 5458179 )NS OF USE OF BLADE ® ON SHEET 28 6005-TS ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER 3. 56' .670'23'av6' Olt .072' ©HN ADJ. FLOOR TRACK QUALIFIED FOR USE W HV BLADE 6063-TG ALLOY AND TEMPER 1.911' OBS -6 ' 060' D 0' 670 6q\ 3.520' a 11 HV CEILING HEADER QUALIFIED FOR USE W/ HV BLADE Q & SEE SECTIONS FOR tUDNY 6063-T6 ALLOY AND TEMPER -If MN % ESN Y Mx t 1' 1' O.D62' Qu SIDE ANGLES UPLI LAD F R USE W/ HV RUDE 1 ,(9 &a 6063-T6 ALLOY AND TEMPER 3.2 L500' A85' DYP.) BST O7 HV ADJ. ADAPTER W/LIP OUALIRED F R uSE W/ HV BLADEB,® & 6063-T6 ALLOY AND TEMPER 6053-T6 ALLOY AND TEMPER ALUMINUM ANGLES QUALIFIED FOR USE W/ NV 60GS---T6 (ALLOSCHEDULE EER as „ 0454' Onl 4.0' 999' OHV UNIVERSAL EI ATEH QUA11FIE0 FOR USE W/ HV BLADEQ&Q 6005-T5 ALLOY AND TEMPER 6063-TG AIlOY AND TEMPER 9J8 93' .093' ' ws. @EQ-QEILING HAD R/SI OUAUFIED FOR USE W/ TN BLAOE Q & SEE SECTION FOR ALIDITY 6063-T6 ALLOY AND TEMPER COMPONENT A D T1 T2 BLAOE uAUH 1® 2• 5' MAX. 0.193" 0.192 NVO2 19 2v" V' MA%. 0.190• 1 0.190' HVQI QUALIFIED F USE W HV ®& 6063-T6 ALLOY AND TEMPER 2.6 .994• 1.000 842 12 ' O9 HV TRENCH TRACK QUALIFIED FOR USE V// HV SLADE02 ONLY. 6063-T6 ALLOY AND TEMPER VARIES 1.936 ez • 14 HD WALL HEADER QUALIFIED FOR USE W/ HV BLADE 1 & SEE SECTION FOR ALDITY 6063-T6 ALLOY AND TEMPER % Y 1 2' 1 2 0.125 3' 3• O.u90' CORNER POSTS QUALIFIED FOR USE W HV BLADE&d 6063-T6 ALLOY AND TEMPER 91' 1.20 ' 6e. (S)Hy 90•/18D' STARTER QUALIFIED FOR USE W HV 3-T6 B ADE O ® & 606ALLOY AND TE ER 1@ HV RAINGUARD QUALIFIED FOR USE W/ HV BLADE 1 & 2. 6063-T6 ALLOY AND TEMPER 2.0 ' 140' 0 220' ry (1.0. e3o 3se1• i© SHD CEILING HEADER/SILL QUALIFIED FORUSE Wf HV B ADE Q ,® & 5063-TB ALLOY AND TEMPER PROD.JClr3VISED I \E'c� •••"v2✓9 02.17 VUS. INC. (ENOINEmm.) ® 2017 EASTERN METAL SUPPLY, INC. mmr,r;,,6 w•+a+uP•P� 'SENSE'•••.,• = 5}{yTTEA TECH. )Nc MAXIMUM IMPACT HV1 HV2 A=¢P1ai¢h Tl- O3 ° ACCORDION SHUTTER DT Dss'Ni• IL E C O INC. 41E W/ O HV H.V. 0v BLADE &cm (ASSA y 26) .V. RIAH 1 W OR W/O H.V. HCAN[ HUGE & N.V. BUDS 4 Rti^sl Celcai * / f i W TILUT TESTING &ENGINEERING COMPANY Ew• x oEseRvnox wrz orwn 6. LG A' wss Nw. 3aN. sos. vmaxu avmws, wMw 3116p 7485 WEST 2 COURT OLD 15- Q`i' A tss l/39/1 DATE: 07/28/D t Pro.. E (3as)ml-u3l . f.: (3os)an-I6I1 ............•• o .-meo: CC.671 Olmm HW.EAFi, FL 33014 2 DRAWING No SIONA� ,,In' 11-M I p �, P. E PH (305) 823-2323 FA% (305) 826-79]9 s MIAMI-DADE COUNTY P.E. SEAL%YIGNiHURF/nATF� , µ16J s SHFFT W BIA11E 1 A ONLY bUDe-Ib AL�MPER VUAUFILU FOR USE WJZPo-EMEU& O�A) ONLY 6063-T6 ALLOY AND TEMPER 2.8Js• LJ56' 922' FEAR EaRNT EUNAV V N E T © LOCKER FOR "T" LOCK CENTERMAT ®QUALIFIED FOR USE W/ W 8LADE 1 ONLY QUALIFIED FOR USE W/ W BLADE 1QONLY 606]-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER .21 a' m .063 83' • ICI D USE W/ HV BLADE 1 & 2 .LOY ANO TEMPER ® LOCKING ROD A QUALIFIED FOR USE W HV BLADE Cll ®& z !1 6063-TB ALLO AN0 TE ER p5/INSTALLATION WILL REQUIRE A 16' DRILLED AT TRACKS FOR PROP 'MBEL 6063-T6 ALLOY AND TEMPER 130' 3]5'0 © HV 3/8"0-16 ACETAI THUMBSCREWS QUALFED FOR USE,yUjjV SIAUE D& 1'I:ODUCTPBV.SED *:�d»m,NMiu:tuscat, ff ]Slc CN.o APB.:, �LLL7-p2�I�g Dr �1 3.fit0iD xct('c...l MIAMI-DADE 2 HV CORNER CENTERIr ODU""ALIFIED FOR USE W/ W BLADE 6063-T6 ALLOY AND TEMPER OUAURED FOR USE W/ W 6053-T6 ALLOY AND 3.,61 4u. 1/4'20 [ rur Tlwedm NWLnc IXWp. 1/4'-m NYFO P.1M0 TI*VLYO BR\SS CMOd Y 41(W'1p/E MiF➢) d ED�FO(R LOCK W w n 19' x6w x M SCREW .360'AFTER KN I &BC BEFORE RIVEENG /4"1/4"0-20 RIVNUT*"0-20 RIVNUT*oxa-n .wnr) ARBOR NAvcE TwN ezz• St6ET xT I. PuANUFICI07 O AM LMMY IIXIOPI{ PPA3PPENY� NEW JpiSEY O]0.N OR EUWL ® HV "T" LOCK ® HV ALTERNATIVE LOCK QUALIFIED FOR USE QUALIFIED FOR USE W/ W Vf/HV BLADE QI ONLY. SLAOEQ ONLY. 3sS_ &(2 io R oO" .595' O 90l' a" ITHumm" LILNOER OR KEY CNNDER 0.875' Min. 1 .I25• Nm. *.... 'MNfiER OftKEY 1 78• Mm CILNOER ® HD LOCK GY RECENT HARDWARE MORTISE LOCKS SERII HOOK BOLT LDCK. QUALIFIED FOR USE W/ HV BLADE fO&Q y�,r�GENSF •:• _; •x I L E C O INC. TIWT TESTING SIHIITTERTECH,Tac (pSSA $ 26) *? wEn \. q W \\\ /f% F•,••••..P•f \\ & ENGINEERING COMPANY 6159 N.V. ]6M 51.. 71 yLy . To GWU0.N5. MPoM ]1166 po c)6]I-153o. Fa.: (305)an-,511 -m.0 un. 6719 � 74B5 WEST 2 COURT 4141Epli. FL 33DI4 -FeSl0NALE,,1i' V LTEREw TUTTTJr. P. E. PH (305) 823-2323 FAX (305) 826-7979 P.E.'SEZ7SM' ATURE/DATE nownA U. / uI67 02011 DRAWING NO 17-111 SHUTTER ASSEMBLY SCHEDULE FOR HV AND HV Q BLADES. Q7 HV BLADE 1 HV BLADE 1A ( HV BLADE 2 3® HV LONG RECESSED NYLON BUSHING Q 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 ®3 HV 2 3/4" ACCORDION PIN W/ #8 HEAD ® POLYCARBONATE IMPACT RESISTANT HV WINDOW (SEE SHEET 27) e (7) HV PIN © SHALL ALWAYS BE USED AT ALL EXTERIOR 0070M KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1D OR HV ® BLADE. (2) W PIN ® MAY BE USED IN LIEU OF 0 7ND ONLY -AT EXIEWOR BOTTOM KNUCKLES OF IN ACCORDION SYSTEM W/ W BLADE WHEN CORRESPONDING TO INSTALLATIONS -CC- AND "DD% SHEET 22. (3) NV PIN 0 OR ® W/ 1/2' O.D. 1/16- THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSfALLADON PER DETAIL X. SHEETS 11 & 24. 11RODUCTRGVISED As cc.gw, F[Oid" D�i:EnS Cca: �Fs Nwj7 No / %11// 2 COUNTY 0 or EXTERIOR /_@or @3 (SEE NOTE FOR REQUIREMENTS) �l SHUTTER A: SCALE: 3/8' = 1 WHEEL CARRIAGE DETAIL N Ts N.T.S. FLORIDA © 2017 RIIECV INC. (wGINEEWxc) SHUTTER TECH, TRc IL CC O ,7. (ASSA g 26) TILUT TESTING & ENGINEERING COMPANY 7485 WEST 2 CAURr v ft : (M5 sl.. I5 . To. CVAp; Ml153]]168 Pnom : (w.--, 1110 . Faa : f�Os)en-1$dl HW.EAH, FL 33014 —nwa: late 6719 m B-0 06718 wAL1EA a dr. P. c flOWM U. ue 0 I u167 PH (305) 823-2323 FAX (305) 828—]9]9 rERIOR OR ® AT IUCKLE. = FOR ITS) A SUPPLY. INC. CT HV7 H SHUTTER DRAWING No 17-111 I SEE ENO — CONNECTION DETAILS ON SHEET 11 TYP. FULL HBGHT. I l ImMLl is, Ii��,1���i� U• O. 3• ©• O. O• ©� p• Q• � tO. O• O. O• ©• CI> s i.. . �I Qav®a©`OwBo�©m ' BQ.180N®.®«19•�5 TYPICAL In HV BLADE SHUTTER ELEVATION N.T.S. KIM OF CORNER CENTERMATE *NOTES ON HV LOCKS AND CENTERMAT • 1. MANOMW CONDITION /1: ONE HV LOCK ® or® SPAL. BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12' ABOVE OR Bg. �2 OF SHUTTER SPAN FOR SPANS UP TO 105'. AND FOR WSTALI�TONS AT ANY ELEVATION. HV LOCK o MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHED TO Qfl OR CENTERMATES W/(2) 1/4.0-20 x 1/2" LONG FLAT HEAD S.S. MS. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER E ATOM. 2. LLMFD MANDATORY CONDITION 42 ALTFFNATF m ueunemw CAMmmr,M at A.,. 4. 1 ift- BE MAY AT MA 6. ITT OF TWO KV LOOKS ® OR ® STWO THALL BE ATTACHED TO QQB�E 24 R� ENIERMANY SPAIATES AND DSIN �C POR a OR ONE V LOCK Sy OR g � ANY NS �ELEVATION. PER V CONDITION #1. LOCATION OF LOCK/DOCKS AS APPLICABLE SHALL BE AS INDICATED ON TYPICAL ELEVATION. MA)dMUM SHLRTER SPAN SHALL BE DETERMINED AS PER SCHEDULE #3 ON SHEET 12. IF DESIRED. FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES. UP TO TWO F OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATID ALL BE AS INDICATED ON NOTE (1) ABOVE OF LOCKS SHAH BE AS INDICATED ON TYPICAL SHUTTER ELEVATIO, c orI1'IoH PEHFUIDAANCE. LOCKING RODS Tq OR AN ALTERNATIVE DEVICE i0 BE USED AT STACKING POSITION (NON HURRICANE POSITION). ATORY CONDITION Y7: ONE HV LOCK 0 SHALL BE USED AT CORNER CENTERNATES FOR ANY SPAN TALLATIONS AT ANY ELEVATOR. HV LOC 0 SHALL BE USED AS AN OUISOE OR INSIDE LOCK. ) TO (p CORNER CENIERMATE W/(2) 1/4 0-20 x 1/2- LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS & 80 0M SHALL SE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SKEET. 12. 4LVAIIUN. ALI LIWAIE LOCK qg MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHI I'0-204/4• S.S. THUMBSCREW TO ® OR ® CENTERMATES SHALL BE ME W/ 1/4'0-20x3/4' ALUM. AS SHOWN ON SECTION HVE SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO AT 1/3 OF SHATTER SPAN. 1 ONE ALTERNATE HV T LOCK MAY BE INSTIL IN LIEU OF Ml LOOKS ® UR FOR ANY SPAN AND I ST&I.ATION AT ANY ELEVATION. AL TE LOCK PdAY BE USED AS AN INSIDE OR OU SIDE LOCK. ATTACHMENT OF LOCK ®INCLUDES USING REINFORgNC LOCHEfT�Ji , AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUSE BE CONNECTED TO CENTERMATES 0 AND 0 W/ 1/4"0-20 x I I/2' LONG SS. THREADED SOLT W/ 7/8'0 x 3/32' WINGNUT OR W/ 1/4'0-20x1' S.S.M.S. INTO A 1/4.Ox 5/8' RNNUT. OCR MAY BE INSTALLED AT MIDSPAN OR 13' MAXIMUM MOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS TOP AND BOTON IS MANDATORY. *NOTES ON HD LOCKS & CENTERMATES' I. : ONE ALTERNATE NO LOCK 0 uAY9E USFO INLOU OF HV LOCKS OR FOR ANY SPAN AND INSTALATIONS A ANY ELEVATION. ALTERNATE HD LOCK © MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF NO tOCK� TO SL IS W/ 3 /8 x 3/6' F.H. S.S.M.S., AND INCLDES REINFORCEMENT INSERT ® AS SHOWN ON SECTIONS HOB- AND C-HVO, SHEET 10. LOCK MAY BE INSTALLED AT NDSPAN OR 12' MAXIMUM BELOW OR MOVE UIOSPAN. USE OF LOOKING RODS ® IS OOMPLENLY OPTIONAL PRGDUL•T:LVISPJ) s mmNid4. tiih MLOA.Sti!a Bns;� �� ax <4NOIl1� bi;>_ c.�,l c,AL-• i P GUYOi ••, - _ 02.17 RIECO INC (MGNMING) 2 44167 `: *' [L E C O INC. = 9 •+. f(pp10Q:•' 21L` TILLT TESTING & ENGINEERING COMPANY "•........•.••L� .,L1 szu xr. aaln 05 U.7- xix xm`uw : (JM) rw¢lu ]ale6 (a0s)en-tv0 . F. : (aas)en-Isn a-moa: NooliM cwn /max//Axx///ll EA. M-R 19 w0.1Eli A nM1II ar. P. E MNW Mc. / u1DT SEAL/SIGNATURE/DATE S'HLITTER TECH, Taa (A85A g 26) 7485 WEST 2 COURT HIALE4H, FL 33014 PH (305) 823-2323 FAX (JOB) 826-7979 0 2017 EASTERN METAL SUPPLY. INC. MAXIMUM IMPACT TT R SHUTTER ME HA V AooN BERTNAHV AsoNwn64N uS cm 1. BIAOE 1 W OR W 0 HV. MNDOW BLADE & .V. BEAD 7 L. N xzc CH OAR Lro.n LC. 1 ao a-Iss T/ae/1 DATE: 07/28/17 MIAMI-DADE COUNTYP.E. a DRAWING No 17-111 1 1 s SHEET 5 OF 28 CONCRETE ANCHORS (SEE SC QDUX ON SHELT 13) E D.W 1// / / / /I .HILL r.250' Mmv. wN. smi� ' YII E SCHEDULE ON(� R BL DE 12 Ftli BLADE r.— Y' T Ij'kOR 1�♦ ONCR SIN1-( "esc & (A) HV WALL HEADER WALL HEADER INSTALLATION I TNC xAss� wra sEPArunw ro GLASS (GLE ITill OR 81S1s 12 FOR E Tj yjy�{�j12 BN Ok 5BLS1EFI&iCfl ON (SEE SCHEDULE (SEE SCHEDULE ON SHEET 13) 1' OR18 E MN. 1'm-TDwI/ACHNE SCREWS/4 SS. M -- URN0 1/4'-20 NUTS O 12' O.C. OR 18 CPIIOtOL MIN. SEPARARON II ro GLASS 1 —(SEE SCHEDULE 0 I SHEET 12) (g) HV WALL HEADER INSTALLATION MIN. SEPARATON 1 TO GLASS —(SEE SCHEDULE ON SHEET 12) 1/4' Mav CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) �) ` OP110N11 i . wN. SFPAG1gN �N�R(}(1 sCHEEDULCU, (SEE SE ON SHFET 12) © HV WALL HEADER INSTALLATION NW. GLATNIN GIA!Ri t . To K —(SEE SCHEDULE ON SWEET 12) i I OPTIONAL i 1 N.C._ _ 19 1/� '__ _ 13 OR 1 ___ E 1' J�I ___1/Ym-20a]/4•S.S.EO 0 PHWPS TRUSS MNCREIE ANCHO1.�mCONCRETE. ANCHORS TRUEVE SCHEDULE I ) MWn I/4'-20 NVT$ O 12' O.C. PoUREO S EET I3 & 1CA) MULE ON W/ I/1-20 rvU15 O 12" O.C. POURED CONCRETE OR CONCRETE BLOCK NCROR CONCRETE BLOCK CmURS WALL REQUIRED O L S INS (SEE NLµitE O REQUIRED O HV WALL SILL INSTALLATION PoURVD CONCRc E SKEET 14 & ISA) OR CONCRETE BLOCK WPll REQUIRED EQ HV WALL SILL INSTALLATION INSTALLATION DETAILS W/ JN= BOB HV BLADE & I- SEE Q HV + (R HV BLADES) AS APPLICABLE 1- SEE SHEET 4 FOR 1YPWG1 SHUREA a E D. FINE OIoms O ' _ ASSEMBLY (SFE SPECIFlGUONS ON SHEET 14) ♦ SEE UYRAROvS OF LASE FOR 2- NOUNYSUITSECTORS CAN BE COxdNEp DUDE ®ON SHEET 2B W ANY WAT TO SUIT ANY INSTALU110N. ����((.•1'••..Z " FLORIDA BUILDING CODE (High Velocit Hurricane Zone PRODUCTP.EVISF_D W 1V� • • TJ ®201T TM1TECO W4 (EN4INEFRN6) OZO,T FASTWI METAL SUPPLY. INC. ,Q'!' ENS' 9 i MAXIMUM IMPACT HVi HV2 Gal cmcS ' �� B •: a SHUTTER TECH, iN ACCORDION SHUTTER ,103 I L�E-C 0- Eayir: yDiyO t * : BETtT,u Nv Atmldi0vshvNgS)slm (ASSA p 26) 11 BLADE 11 W DR W/O H.V. MNDGW BLADE & NV BLADE 12 `tED� + N TIWT TESTING & ENGINEERING COURANT x OESCMrnOx wrz wv.. Lc. `�TA R49_ ; �'�/ aQ gy�,t xP. 361A SL. 5Y. ]r5... CW W19. n A1. 7485 WEST 2 COURT 1 olu 15-155 7/28/t DATE: 07/2B/17 .�-"F{9 '•L�i\��_1 ft— (AO ))II71-1530 . Fm : (Sos)e71-101 Ills �® nlmeiae.� HLLLEAFI, FL =14 � DRAWING No SYONAL�j1,1" W� u / 4aP. tz7E PH (305) 823-2323 FAX (305) 826-7979 a 17-1 1 1 5 SHEET MIAMI-DADE CDUNiI' P.E. SF11L/SiG ARE/DATE e 6 DF 2B f ki CSNCREIE ANCHORS (SEE SMEOULE ON SIIEEF 14). 0", OF SUN) IF MPOGd1E e x ter, 3 iICl ' SPNN4i To aa D¢[ '' i�i iw as I vp,® 1 OR ®• © HV_ CEILING INSTAI I ATION I >m.F�„wm JJ Exlmxc �'N 3 cusp 0 6 s �°• 311aN Is j14.3/4' HE nFAO ION SCREWS ®9' O.C. OR 1/4'0-20 S.S. 115. SONCgf1E ANCHORS w/ NO, B 9' O.C. ' (SEE SCHEDULE ON SHEET 15) q (2)HV RAINGUARD INSTALLATION t EET 4 FOR TYPICAL SHUf,EIt 11 • E 0. - EDGE D19MCE 40 SEC➢DNS CAN BE COMBINED (SEE SPECINCA90NS ON SKEET 14) TO SUIT ANY INSIALURON, PRODUCTFFC;EO [P� Bw d ApOg wieh ON Mb I,BI&N,c,oJR ,�. CO.I IIj MIAMI-DADE COUNTY .. 3ro Aox IJjI "U14 HEX FER NEPO iEl( SCRERS 0 12' O.C. CCNCREIE ANCHORS ©' (SEE SC.E ON EN -14) OCE OF—� I' $VB IF1/2 PPOGwU, I ONCE OF ell / MPPO.E ® HV FLOOR INSTALLATION t MIN. SEPARATION TO GLASS SEE SCHEDULE 0 SHEET 12) /io,3 4- HEX WASHER HEAD SCREM5 1Y O.C. 4il/4' S.D.S. 9. 0. C. `CONCRETE ANCHORS CONCRETE (SEE SCHEDULE ON am BLOCK SHEETS IS & 154) (E) HV WALL FLOOR INSTALLATION ATION EXISNNO CLSS— El 2— CCE OOUHF➢ L_E O.w_� CON / REaUIRED MT HEAD CONCRETE ORS✓ (SEE SCHEDULE ON IS & 15A) Q HV WAL —OVER _ INSTALLATION © HV WALL WALK —OVER INSTALLATION INSTALLATION DETAILS W/ 0 HV BLADE & , SIN5TAOATIONn H jV + n HV BLADES) AS APPLICABLE EN PSHALEBE RFHovABIE wr1ERFORMED MJACENf 10 AN OPERABLE EXR + SEE UM(TAPONS OF USE FOR OR EMpgNCE BLADE IA ON SHEE, 1E FLORIDA BUILDING CODE (High Velocity Hurricane Zone I/ '.` ©2017 ,NECO INC. (ENONEOONG) 'NSF ••;9 , `= SHIITTEH TECR. ®2017 EASPRI METAL SUPPLY. INC. MAXIMUM IMPACT HV1 HV2 IN ACCORDION SHUTTER P 1L EC O INC. DF : (Assa g IS EERTH^HV A�mTAoe5N0[Nx5 Lem LV Of I W OR W O NV. WINOGW BLADE & H.V. 6uDE ly\� TILUT TESTING & ENGINEERING COMPANY x.w. JMh A. s.. yJS, nrsaNN eppp5, f{peQH 7485 WEST 2 CODS x RFscmmon DA,E. Dmm W. LC. yfea o��P •' ? \P PMn.: (q05�>�I_1510 . Fm : (30.5)9>i-,531 • u'1d H��, FL 330' 14 L pp IS-1J5 T/28/1 DATE: 07/t6/1] a 1: enewmodavn, IA`�pdj1 wu DRAWING No .Ape.7E PH (305) 823-2323 FAX (J05) 826-7979 4 %-i i SU X NL 0 I --cuss 8 - - — -©— p AIN. SFPARA1O IN �\ a To GUSS )N SHEETS 11 & 20 sF NORS ON LOOKING RODS ®, W WoO, w zQ IN r %EAMNG GLASS INSTALLATIONS W/ (I HV ANX T`RmE W LOCKG o. SNm S. ** e E SUCK )17/ HW Is VNIO MR N BLADE W HV CENTERMATES GIN a, -NN,N E(D SEE END WA ONN ION T EYJSRNG O S MAILS ON SHEETS p`pax ©9•©w19+p 31/4• ] 61/2- ]• 1/2• OPPOSING SYMMETRYCAL CENTERMATES uIN, sEPARana1 /1o,0/A• s.us. 0 1z- CENTS MATES O.C. FEE 1£NGW. W/H�yV., LOCK 1 W/ HV LOCK To c ASS IN .� (SEE SCHEOU) ON 6NEEf 12) I ro—U HVA O '® HVB ©a®a© 07 T®3a * HVC POUEASIIN0 OLASS CCN. ETE CONCRETE OR f CONCRBLOCK YlALL E. SYMMETRICAL�j :®a —------ x" ) CENTERMATES 6 IN uw. SEPNNTION ©•®w�. �emp.©a TO cuss 1J W/ HV LOCK I�* apnoNnL (sEE scNmule ON a* _ ---c rR).r —-1)_-6.9- 6REErIG, OUT q-311i `- 5 PRCDNCTREVISRD ea,16'c x�LA!u F.vLa sc:sRC°c E7,OR'wd"tyr= O3k'+'>ti MIAW-DARE COUNTY P.E. our (E RIOR) 1�Q;v`vCE14SF �'�9 O.C. J `i V OUT 5 ,/2- WTI(. SUCK r / A HVE HVF** FLORIDA BUILDING CODE (High Velocity Humicone ZL Q 2O17 wLKCO INC (fN01Nf9eNG) 02017 EASTERN UO& SUPPLY, INC. IL SHATTER TECH. Ixc MAXIMUM IMPACT ACCORDION SHUTTER ECO)NC. INERT NA xv pmrvli°US sy, (Assq g 26)I.V. una BLADE 1 W 0 W o HV. WINDOW RUDE & H.V. BUD IIWT TESTING & ENGINEERING COMPANY e Nv. aw. s.. h SO' wnGxu c+R9ws Rnww 1)1 OR 748`u WEST 2 COURT EV. N RLSWPRax 92m O—n , LC: I OLD 15-155 7/28/1 DATE. 07/20/1 P.�.: fws)eo,-vo . rm : fans)m1-1m1 .Al wemw°°Lra„ HW-EAH. FL 33014 2 DRAWING No E9-OOMT19 VkTERk n 1.lr. P. E PH (305) 823-2323 FAX (305) 826-7979 J A ) 7- 1 1 1 Roam.t u� / 44167 • OUT yG. IN Il�ENIBTNG GIASS RUDE QSLACK DUAL HVF, INDICATED ON SHEET B. ®ce©'Ow�ce10.Oce �NaI.� UNNEKSAL ROATNG BUDE0 DUAL HDO-NVD, INDICATED ON SHEET 10. MAY BE USED VATH TITS ALTERNATE INSIAlAT10N DUAL HVG SHOWN W THIS SHEET. 1 " I O • �m I9 . ®w� ALLOY) LOY) ALUM. u W r0 CONfAEIE >/90IIGM) h I L------------- A. TO'OE .wctE (m) I hOd/4'S.Ks. 012' — — — — — — — — O.C. FULL IENR. R. rj tj 30 LOCK (INSIDE) 0 * SEE NOTE 6 FOR HV LOCK 3� , T LOCK, ON SHEET 5. f sEaEs 9aaa ALUMIrvuM (2024-i3 A.LOY) URGE ONJGE TIIN SHEEP NUTSERi, PART / 0620. AS MPNUFACNREO BY AYDEL fl1EHR( IEMORN, PJRSIPP_cNY, NEW JERSEY O705f OR EQUAL SEE END CONNECTION DEMILc ETS II ` I - ----------------------1 IN * MIN. SFP TON 1 3 30 LOCK (INSIDE) (SEE TO DUIE ON 6N 12) s� 3s OUT 2 1/4^ 0-20 x 1 1/2" S.S.M.S. 2©_/ * - W/ 7/8"0 x 3/32" WINGNUT. 30 HV "T" LOCK (OUTSIDE) 26 1/4" 0-20 x 1" S.S.M.S— W/1/4"O x 5/8" RIVNUT f. HVG* PRODUCT REVISED 8n-PIY;"6 uilh 1M F.otl6a .161 CW: A�.N" 3 By n LA& - _ cl MIAMI-DADE COUNTY 2017 WT INC. 1 L�C O TILLIT TESTING & ENGINEERING COMPANY SS N... 5M54 S,A=.1o....S,'.... PJo -: (505)en-15m . 1: bmle7l-1sv L. P.E W57 SH[ITTER TECH, n�c (ASSA @ 26) 7485 WEST 2 COURT NW.PAI, FL 33014 1 (305) 823-2323 FAX (305) 626-7979 NYLON SCREW HEAD HV "T" LOCK (OUTSIOE) METAL SUPPLY. INC. DRAWING No 17-111 0 UT Ba I N `(' ExanNc cuss INSTALLATION (1) HV BLADE W/ HD CENTERMATES i©',Om�♦®°"O.�Ox LAS ----- CE%ISIING B—S— — — — — — — — — 1W.+a OO . 3/4. &", 6 12- * SEE NOTES ON LOCKING RODS® A HD® LOCKS ON SHEET 5 ** UNIVERSAL FLOATING BLADE© OETAIL HDD-HVD IS VALID FOR ALL CENTERMATES APPIICAPONS WITH BIADE D YAODiICTB6ylSCD m na.^PlpnewiNNe Flarvtla Buildag Cato IIM'lciai Ded TLbn� COUNTY IP.E. (4) H.V. PINS (TYP.) IN (4) 1 . 1A>• PINS (BP AQ HDB—HVB OUT SYMMETRICAL HD CENTERMATES W/ Q5! LOCK (EXTERIOR DD—HVD** © 2017 XTEW INC. (waxEEPoNcj SHI7TTEH- ECH. me 11 � L (ASSA If 26) TIWT TESTING h ENGINEERING COMPANY ss.. Ma s.. s..,H PJ'%RBWN."... 7485 WEST 2 COURT PMrc : (MS)B71-1530 . Ew : (3GS)871-153I °--a; al<mo�w„ T(NILEANr FL 33014 B M06 19 wLTw sTeltr ,Tr. p. E. PH (305) 823-2323 FAX (305) 826-7979 HDC—HVC ' METAL SBPPLY. INC. 'ACT HV1 H N SHUTTER DRAWING N. 17-111 OURED CONCRETE OR POURER CONCRETE POURED CONCRETE CONCRETE BLOCK WALL OR CONCRETE OR CONCRETE REQUIRED BLOCK eVALL REQUIRED BLOCK WALL REQUIRED ANCHOR 16' O.C. EXISTING CLASS /—EXISTING GV55 L —I_ -) /�'IXISIWC CLASS / 2' NIX. - —(-- ) wN, SEPAWna_ /wN. STPARAnoN TO GAs (SEEEQ EO 1122 f�DR gMEmNDm4g12 SD�LIDESCN(Sf�E£T FOR GAVE®NVD I/1813' MA%. hIW SMfM" (6063-T6) COW. QAM SQk ® I2 FORT HAEOA`IDGAusOA® A -um- CLOSERPLATE.(LOCATE / I ISIDE 1/2 AT EITHER SIOE MIN `2' ` BUDESQk® I/2' MIN. OF©). I (AS 1 OR 2 MA%, �IOXI/2S.M.S. ___�_ AS A .C. _—_—_® 16' O.C. I ___ ALUMINUM CtN` ANGLEB•x0_24 (6063-T6 ALLOT) AT MIRHDOW 4 (I) /tmt/2' S.M.S. Tops (2)1/4'0 TAPCONS ANCHORS TO 1 GR ®4 SEE DEAL X F SIDE CODNNEECCTIION WALL AT I- O.C. (LOCATE AT 1 OR ETHER SIOE OF C4 a®^ 6 -Q. a �.®" SEE OETAL X MR 1 OR SIDE CONNECTION TO TRACKS ,, _ v .. _ e ,..(9_ gym®�©'OO ^O 0 •®a SEE OEFNL % ro.. 4 I OR L�J ---_— /--IX6YING GLASS LSERMAEON i0 C4As (8EE -`MIDGE W SM£f 12 FOR LADE QAVD L POURER CONICRE E OR I W OR Q9 CONCRETE BLOCK WALL REQUIRED END CONNECTION DETAIL MIAMI-DADE COUNTY D.C. 2' UG 2017 TLTECO No fl NOWEEWNG) SHATTER TECH, INC.]] �L (ASSA 8 26) 'ILUT TESTING @ ENGINEERING COMPANY f xa, wm. SL. s1� ,W. 4wwu fi®1NA flrvaM JII¢e 7485 WEST 2 COURT PhOm : (305R71-190 , Pov : (305)eTt-191 -moJ: IltewOod.cwn RV LEAf(. FL 33DT4 Ln-0006T19 WALTER A nwT .o-. P. E PH (305) 823-2323 FAX (305) 826-7979 RARIOA M / H4 .7 DETAIL 20 END CONNECTION DETAIL(3) POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED STING un SERMATCN -- 1/2' NIX. 12 FOR 9ACf (DANU dJ 91FEf iB FM __ rT elenLsOx® 4 EXISTING GLASS -T— -S END CONNECTION DETAIL i IEpNIRm ONLY FOR SPAN9 GREATER THAN 12'-0' OR� r-u4ry DETAIL X .®u END INSTALL TION (7)HV BLADE OR 16 HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL FLORIDA BUILDING CODE Hi h Y21oci Hurricoi ® 2017 EASTERN METAL SLPPLT. INC. DRAWING No 17-111 sclgrnmr NI MAXIMUM SHUTTER SPAN* 'L+" OR •L-" (ft.) FOR INSTALLATIONS W/ CFNTFRMATE$ ® & ® 9r ar WL ONE HV�L�]CK ® Gr or 26 or HD LOCK Y4 W/ MOO KING RODS 35 �R CENTERMATES 2o& 29 IV/ ONE HV O LOCK 30 W/ TWO LOCKING C CONCRETE & 1V000 R,sR WI0N5 0 Aio o¢rw WALL MOUNTING fTDOR/CDUNC' MOUNTING 30 13'_p• Ig•_g• 13•_2" 16•-0" 35 12'-8' 1f'-10' 12'-8' 1ST'-10' 65 JO 75 SO 9' 9•-0" 8'-9" B•-9' 9'-0' 100 g'-9" 6'-C 8•-6' 8'-9" ns 6•-z• r-3' e•-o• r-r 7'-4• 125 J'-10' 6'-B' >'-g' 7'-D' 145 J'-J' 5'-9- 1•-1' ISO 7-2' s•_r r-0• 16•-6' 4'-6" 6•-1' 4'-10" 185 11-1. a'-6" fi'-J" 1'-9" 190 6'-4. 4•-5' 6'-2' 4•—r 195 6'-3' 1 C-3' G•-I' 4'-C 200 6'-2- 4'-2- W-O' 205 6'-0 4•-I• 6•-O" 4•-P SCHEDULF 49 MAXIMUM SHUTTER SPAN "L+' OR "L-" (ft.) FOR INNSTA IATIO CE�RMATE�.H0 IE 22 OCK 24 C 25 OR 26 W/ N NumIBN AC0. No• I N . nDNS 0 VtlLL NOVNBHGS fIDOR/LpUNC NP111RN'S ]5 11•_9• I3•_8• 55 10'-6 10'-11 60 10•_3• .10•_5• )0 g•_g• 9'_g• >3 g'_q• g•_q• ft5 g'_g• B'-8' 95 8'-3' 8'-3' 100 g'-3. >'-1 I' ns >•_6• 7'_3• 6'-B' 140 6-ID' S'-11' 145 6'-g' Y-9' ISO "-7- 5'y' 155 6'_B• 5'_5• 160 W-5" W-2' 165 6'-]' W-1• 175 6•_1• q•_g• 180 185 S-11" 4'-6- 190 5'-10' C-5' ISO 5._B. 200 5'-9:....-C-2- 205 FRODUCTRBVISED =c P(ynd N')LDIBBF) da flvi:Cr.9 CgNe Bc- kae Na Pxp've fonDa 2 m - N' iOa r r3xl Con:ru MIAMI-DADE COUNTY (MUM SHUTTER PAN "L+' OR "L-" ft.) INSTALLATIONS 21 &222 W/ iW0 LpGKIN 24 0 25 1 R RTT MLO/N 0 35 TOP/BO OCQKy�y24 p n oa• R 2 6yfD& EE FLOLLi/LLTIpC 4WMWG 40 1R'-2' 15'4' 45 II'-9' 1ST'-3' 55 11'-J' 12'-11 65 10'-9' 11'-11" 100 9'-p' 9•_J• 103 8'-9' 9'_4• -7 V-6' 145 J'-5 1._J. Is. 7'-4' 7'-0. 155 165 T-r 170 6'-11' 175 fi -9' '-10'-8''-6''-5''-3''-r m * NOTES. (1) L+: MAtlMUM ALLOWABLE SPAN FOR A OMEN POSRIW AS.O. DESIGN LOAD. L-: L1nN. ALLOWABLE SPAN FM A GNIN NEGATIVE AS.D. DESIGN LOAD. (2) PROCEDURE TO DETERMINE MAXIM M SPAN MR WALL MOUNTINGS OR FLOOR/CEIUNG: CIVEN A POSITIVE &S.D. DESIGN LOAD. DETERMINE MAXIMUM SPAN %. FROM SCHEpULF_ OWEN A NEGTYE A5.0. DESIGN LOM DETERMINE MAXIMUM SPAN 'L-' FROM SCHM0 ET A M IMUM ALLOWABLE SPAN IS E➢WL TO THE MINIMUM DETERMINED SPAN BETWEEN Y+' MD -L '. UM SPAN FOR COMBINATIONS IN PROCEDURE TSE WEEN WA' O DETERMINE 1 MFLOOR/COUNG MOUNTINGS: FOR A GIVEN MSRT E &S.D. DESIGN LOAD: DETERMINE: LI+- MA%. SPAN MR WALL MOUNTING WSTA TIONS. U+- MAX. SPAN FOR FLOOR/COUNO MOUNTING INSTPllATONS. FOR A GM NEGATIVE &S.D. DESIGN LOAD: DETERMINE L1-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. U-- MAX. SPAN FOR FLOOR/CEUNO MOUNTING INSTALLATIONS. ANAL MAXIMUM ALLOWABLE SPAN IS EOUN" TO TIE MINIMUM BET FFBq 'LI+. Z +'. %,- (4) W TO ANCHOR SCHEDULE WTR RIVAL MAXWUM (1) SEE BELOW FOR MINIMUM SEPARATION TO GLASS SCHEDULE FOR SHUTTERS INSTALLED 'WITHIN THE FIRST 30'-0' ELEVATION OF BUILDING MEASURED AT BOTTOM OF SHUTIER. (2) MINIMUM SEPARADON TO GIASS FOR SHUTTERS INSTWAEO ABOVE 30'-0' ELEVATION OF BUILDING. MEASURED AT BOTTOM OF SHUTTER IS 3'. MINIMUM SHUTTER W/ SEPARATION TO 01eCC C H D. . ONE JOCK WR 0 OCKN. RO C SHUTTER INSTALLATION 1V/ INSTALLATION WIll - SPAN SYMMETRICAL OPPOSI CENIERMgTES CENTERM 105 OR LESS >105' TO MAR ALLOWED ] ]/6'B 4' USESWDJQATEO VALES2' MR NO FORCRLfJ"CNE1iiQ.9140 SSPUA1Nfl I INST�mT�ONp�W/ IINSTAA eNC W/II NLOWABLE SPAN AND NEGATIVE A .D. DESIGN LOAD TO DETERMINE MA%IMUM ANCHOR SPACING. I W'i65 2 3/4- •• 1105' TO MAX D 1/4- ••• ALLOWED O MAXIMUM SHUTTER SPAN "L+' OR 'L FOR Bi USE 2 15/16' MR W -T- U INSTALLANS INTO WOOD SHALL BE LLMREO TO 105 ��� USE 4 1/8' FOR HV Y LO ,of. E.S.ADDLSICN LOAD. USE INDICATED VALUES FOR 1N C INSON I t H.V. CORNER CENTERMATE 03 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING ConcRETE k WAN - SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION d2 NOTE j5, SHEET S. A. B. C. D. E. MOUNTING F,K &L FLOOR Ira'ING I Q HV BLADE ONLY Z•✓ • .6� ©2017 PUEIS Na <ENGNEEAWc) SHUTTER TECH. ltrc IL ECO,,,�. (ASSA g 26) yVCLr AAA TILUT TESTING & ENGINEERING COMPANY N.W. ]BN. R. 9a XIS. 1.Sjfp1 GVR>R. Fyryp. yT1 BB 748.5 WEST 2 COURT. (305)BJI-ISJO . F.. a (3G51671 III -mat: MnmOaq.wm HWLEAN, FL 33014 r 11j1 ®-.6)19 WALIER A. TWIT Jr. P. E FLORIDA M, I 441G1 PH (305) 823-2323 FAX (305) 826-7979 3 3/I6" 3 1/4- ®W/® V)/ MATES. WOOD 1. N. 0, P, 0. R, S&V. \ T, U, w & TERN METAL SUPPLY. INC. IMPACT HV1 HV2 )ION SHUTTER ' ArmNra Shutter 9ya[® 1 .V. 1MNDOW BIRD & N.V. BIAD Iutt IWrn e. 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(Q+cIrvmUNc) SHUTTER -TECH, Ixc TILUT TESTING k ENGINEERING COMPANY u.N. ]l. X 9 .. wswu r. m w vU. amro : (.wslen-lsso . Tm : (sos)en-Isn ` �E9�WaT g.Pom 74B5 WEST 2 COURT HWLFAH. FL 33014 AL ENS r rrgrd� II�''I wuTw A 1pff Jr. F. E - PH (305) 823-2323 FAX (305) 826-7979 INC. DRAWING No 17-111 ®mOm ' m© mmmm mmmmmmmmmmmmmmmmmmmnm000 �mmm000vmmmm0000nmmmnoovo mmm000vommm000vmmmmouno© mmmoonoommmoonoommmoomm� mmmnnnommmmonoommmmonoom mmmommmom� v000mmmmuoo®o mmmoovo mmmnom©mm®mnmomv mmmnn®®19ommmmoommmmmnoomnm �mmm��000mmmv m®nmmommmmm00mmm mm mmmm'Immm�m� mmuvm®� 000000g mmmmmmmmmmo®mmv m®mm000gmmmmo®mmommnom®oo aev000000mm000momm®mnmv®o mmmomomm mommmo ®mm©mvm mmmmnmmmmmmum©m mmonmmmm9 mmlEf7©mmmm mmmom©mm mmom©mmm ,mmmmmmmmmmmmmmmmmmmommmm m®om0000mmmo©umommiv�o�omoo 0 00000mmvommeVXZNXX n©000 m"mmoovom®on©SEEN mo©000r� oe�®M00000ENEXEN [Emom m®mom mm0000OO mm"pmwZX=XX �O°i0000vmg�oAoo"mZZME m©0000 �mn=00mm mmmonmXICNEW ©ooemo oPiv000mmmommmm000mmo9mvo®0000 ®memiomoovomo©000mmo oommmno nommmmmm o mm©mmmmm®©mmmmm mmmmmmmmommmmmmmmm®mmmmm ®n000000mo®mvooe�immm0000r� m®ooODoOODopopOVO�OpoOOOo mmmmmmmmmmmmmmm vommmm pmmmmmmmmlmnommmmmmvomommo9 ®vOOOo0o0®©OOooO moO0pmo0 nmmmmmmoMKIII mmpmomm �p� �mmmmmmm jam* ODmmm_lslii - I. ANCHORS To SUBSTRATE SHILL OE AS MLLOws: (A) TO EIUSIINO POURED WNMETE: (Mm. f0 - 3 k 1) _ ANCHORS SPACING IFCFNn - I/4'0 TAMON WI H MVANCED THRUdFORM TECHNOLOC! ANCHORS, AS MANUFACTURED BY I.T.W. BUKDa. (Min. fc - 3 W) TAPCON WTN AWAKED - 1/4'0 . 3/4' AU- POINTS SOUO-SET µMNORS, AS DISTRIBUTED BY ALL KIM SCREW, BOLT & SPECIfLW COMPANY. (Min. Ye = 3 1°i) - 1/4'0 OWE TM CONCRETE µCNOfS W/ CMµ MANUFACTURED BY FLORIDA FASTENERS THREABFORM TECHNOLOGY DIRECT. INC. (MN. fe - 2 4j - 1/4'0 TAPPER+ ANCHORS AS MUNNUFALTWIM BY POWERS FASTENERS. INC.. AND DISTRIBUTED BY ALL INUM ,RM. BOLT & VM,,LTY 411 POINT$ Sou SET COMPMIY OR .1NY OTHER MPROVEO LICENSED OR AIIMORSED YTNDOR REGISTERED UTH THE AHFR,,I, SHUTTER SYSTEMS I,SOMTOK INC. /'c S Jul BLUE TAP W/ CW NOTES: TAPPER, &I) MINIMUM EMBEDMENT INTO PWRDD CONCRETE OF TAPWN WNH AMONRCW MRMFORM TECHNOLOGY ANCHORS AND TAPPER+ ANCHORS IS 1 3/4'. AND MR BLUE TM W/ GP ANCHORS a 1 1/2 . Az) µNINNY ENTICEMENT OF 1/4'0 R 3/4' ALL MINTS SOIID-SET ANCHORS SHALL BE 7/8' IWO ME POURM CONCRETE NO EMBEOWM • SE INTO BNLCO SNAI. BE PEWRHED• 1/4'11-20 S.S. W 111E SCREW USED EHNL BE , 1/2- LONG MINIMUM SHOULD MGCO mmNS Ct I¢ FOR MAK 0.V SMET Y IDUST. AND I- MINIMUM FOR WALLS CORN NO STUCCO. A3) IN D'SE M T PRECAST STONE• PRECAST CONCRETE PANELS. PAVERS OR ANY MEFAI BE FOUND ON TIE E0MC WALL OR MOOR ANCHORS SH BE LUNG ENOUGH TO RETCH ME MAN SIRUCNRE BEHIND SAID WALL FINISHES. ANCHORAGE SIVLL BE AS WM.TC, ON NOTES AI) & A2) ABOVE FOR INSTNIATONS ON N SOW OR BFS I'M OR WRHOUT MET& ENDS CONSULT MIS ENGINEER. 1 NSTAURON TWO OFS WTIH UETAL STUDS SEE SHEET 2BA 1 HV B 0 1 H B1 DE 7 H WI 0 8.�.� WORKING WORKINGWORKING IN UNISON (0) TO "IISTINO CONCRETE BLOCK: (ASTM C-90) - 1/4.0 TAPCON WITH ADVµC MRFMFORM TECNNO{DCY µCHORS. AS M.WUFACryRED W I.T.W. BUfWM - 1/40 0 5/4' NL MOTS SOUO-SET ANCHORS. AS DISTRIBUTED BY ALL POINTS SCREW. BOLT & SPECULTf COMPACT. - f/4b EWE TM CONCRETE ANCHORS W/ CAP AS NANUFACNRED BY FIDRIM FASTENETS DIRECT. INC. 1/4'0 TAPPER+ ANCHORS AS µVIUFACTURED BY PONES FASTENERS• INC.. AND DISIPoBUTED BY AL POINTS SCRM. BOLT & SPEC n COMPACT OR ANY OTHER MPROND LICENSED OR AUMORGED MOOR RECISTEAEO WIN ME N ,A, SHUTTER M S A$$OCN¶01L INC. NOTES: 8.1) MINIMUM EMBEDMENT INTO CONCRETE BOCK OF (OWE TM W/ CM ANCHORS AND TAPPER. ANCHORS IS 1 1/4' AND TPPCON WUH A AKCED THRFFDFO N, TECHNOLOGY µCHOPS IS I.. 8.2) MINIMUM EMBEDMENT OF 1/4'.. 3/4- ALL POINTS S(WO-SET A'CH015 SHAL BE ENTIRELY EMSEOOE0 INTO ME CONCRETE BLOCK NO WSM ENT INN STUCCO SHNL BE PERMUTTED, 1/4- 1-20 S.S. NAGWNE SCREW USED SHWL BE 1 1/2' LONG MINIMUM SHOULD STUCCO MST. AND 1' MINIMUM FOR WALLS WIN NO SNCN. BA) N WE THAT PRECAST STONE, PRECIS! CONCRETE RANM- PAVERS OR ANY VFMIIt BE FOUND ON ME EXIRIING WA OR FLOOR, ACROS E14L. BE LOW ENOUGH TO REACH THE " STRUCTURE BEHIND SNO WALL FINISHES, µCH01W£ SMALL. BE AS MOIGIED ON NOTES B.1) & B.2) ABOVE. FOR NUVONS ON NNYL SWING OR SIM IUH M WITHOUT META. STUDS CONSULT THIS ENGINEER MR INSTAUROH INTO OFS WITH METAL STUDS SEE STEET 28,k. (C) µCHORS SH41. BE INSfALEO MULCVIINC ALL OF ME RECOMMENDATIONS AND SPECTRCSTONS OF ME ACWR'S MANUFACTURER (D) SEE SCHEDULE BE MI FOR EDGE INSTANCE (ED) VkFSIN sP • ucui° ano eurun« MOWN. ANCHOR wmNGS MES E V.WD FOR EDGE MUMCINDICATED BEDW. FOR E 0. LESS THAN ME PIpGTED. REDUCE MCI SPACING " NNWKTINO SPACING UH ON SCHEDULE BY ME MUDµ W FMMUS. REDUCED SPACING OBfANEO NOWFOLEOR SM1. NOT BE USB RW1 WMU SPACING WWGIED FOR EMN ANCHOR ME FACTOR ACTUAL EDGE W/AwANER >reBAuvw11WN ALL POINT SOND SET BWE TPP W CM / TAPPER PER + DICfµCE YIN. SPACING MIN. NG E.D. 3' P WK $PAGNO 3 1/2' MINN. SPACING - 3' 3 3/4' 4. FORS) IXIRC1[ OYDWIE B0IX PoWN CONCRETE& POURED WNCPEE& OEpE,E @Wi1E 8111•M MILED.3 I/f W EO.2 I/S CONCRETE BLO_ NIX M-3 1 OONCREE BOCN MN EnN ,qy En.3 , %/ YN ED= 2 I/V 3' 0.90 1.0 a]O 1.0 0.64 1.0 21/2 ODI 1.0 - - 0.61 1 '.0 BSI - 3/.• RDnucT,zEv;su �C1 �1'',.\DE,ys y ✓q 02.17 TLLTEW ING. (ENg""NC) w`cm."""'"`° NO 441B7 SftL1TTER TECH, �Hc =ter .mr LZ 03 ? C TILLIT TESTING k ENGINEERING COMPANY (A68A @ 26) 6vw D� COP' �_'n yn 1� 1� nTss NN. ZUUL L. a. xs wNma cumws rwwoe .1. 74&5 WEST 2 COURT LU_M) m�0(nlsos)an-1v1 HIALEAH, FL 33014 �ONALAEN ,1 CU j1 WATER A Ti1MrB]�. P. C. PH (305) 823-2323 FAX (305) 826-7979 MIAMI-DADE COUNTY P.E. SERI /SInNAn IRF/nATF FWRIM U, 1 u1B7 METAL SUPPLY. INC. 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Po1Nrs sou=—sLT fiWE TAP TAPPER+ • SEE ANCHOR SPECIRCATIONS ON SHEEP 14 0 VAIID ONLY FOR UP TO +70, —75 PSF A.S.D. DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE d4, SHEET 12 n HV BLADE .ONLY `VCENSg'•. 9 ': No. 44167 © 2017 MXW me (MGmmNG) 5Hi7TT6H TECH, urc may. (ASSA # 26) ,� f•4C �0 TIWT TESTING& ENGINEERING COMPANY %485 WEST 2 COURT .• \` T1, ...... ]6. A . ,Vl. wfl GN % I ..11, ( "21-1m0 . Fu.: (NS7611-1511 HIA EAH, FL 33014 iinAup 1(111 FF is wK1Fn 6 ffWT P. E. 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OERTXANV .ara ASelmeSm� A T. \\ (ASSA g 26) .V, eAnE 1 W OR WIG HV. WVi00W RUDE & H.V. BOEBLADEL(.� TIWT TESTING & ENGINEERID>M NG COMPANY w. x ossawnaN -0,a.,, LC. Tdrvi� v Control - 07............r,111 uu Nv. seu\ a., sr.. 3os, vmmrv. G4tAT5, elms vlen 7485 WEST 2 COURT I o10 to-1ss ]/2A/t DATE: 07/28/17 PMm : (IDS)a7l-ISM . Fm : (305)87I-1531 ®�loaeceoad.♦om HNIEAH. FL 33014 2 DRAWING No 719 WALMR A NLT dr. P. E PH (305) 823-2323 FAX (305) 826-7979 a 1 %-1 1 1 MIAMI-DADE CCUMY P.E. SEAL/SIGNATURE/DATE n0waA ♦us7 ' SHEET a 15A OF 28 (SEE MOUNTINGS ON SHEETS 18 & 19) U B !EH3TRATPH- SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH MAXIMUM DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 SPAN WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T (ft) M. N. 0 & R FLOOR MOUNTINGS M. N, 0 & R FLOOR MOUNTINGS M, N. 0 & R FLOOR MOUNTINGS W&x W&x W&x EWTNE AS.D. DESIGN LOM (pal EWTNE AS.D. RESIGN LORD (p01 4EGKTNE ASD. DESIGN LORD (ps( WTNE AS➢, RESIGN, IDS➢ (psf NECATNE AS.D. DESIGN LW (Paf ,E RS.D. DESIGN IDOD (, 1/2" MIN. COX PLYWOOD WALL MOUNTINGS P & Q ATM1E M.D. DESIGN LOAD �� .......u. �oo��.c�voovolLavvvooli�vo0v0©vo0000vO000 0000 o0Ov0®oOOSSY7F�ssssomsesesr�wwwwwrawwwww. + NOTES ON ANCHORS REQUIREMENTS WOOD SURSTRATFS, 1. RNCHORS TO WN FLOOR OR SOM WOOD SOFFR S BE AS FO 1 ! 1/4'0 TM N OR T P N WIN ADVMICED THRENfORN TECHNOLOOI' R IIORS, AS WNVFRCNREO BY I.T.W. BUMIX W/ YWINUN 1H 03 PENERI RION AS NDWED AT F SECIICN ON SBEER 19 k 19. IXCFPIION: SEE NOTE 2 BUMf. 2. MON(RS TO NOW Cf G Sx BE R PER MOUMNB TPE U. SNE, 19 ANO 514LL NxSRT OF IAG SCREWS AS PER N.D.S. 2015 SPEURGAVONS. ? SUBSRU.TE 941E CONSIST OF THE FOLMoINC -SOMIERN RNE Ne. 2 W/ C-0.55 (N.DS) -D000L S FIR W/ G-0.50 (N.D.S.) -SPRUCE PINE M NORIN YI/ G-0.43 SPRUCE PINE M SOVM W/ C=0.36 (N.O.S.) -YW. 1/2• OX KWOOO (f906 APA) 4. ANCHORS SHML BE INSULLED FOLLDV 10 AIL OF THE RECOMNQ DATIMS /J1P/SRCHiC61I_ONS OF THE ON ANCHORS IMNW RM . _ A TH (1) HV BLADE OR n HV BLADE W/ (I� HV WINDOW BLADE WORKING IN UNISON ♦ SEE IINfTA .- OF USE OF BLRDE I ON SHEET 20 0.TODUCf RIivrsFL GENSF "•. �0 Q2017 TLTECO NC. (ENGWEEWNG) -e6Gums Wi010:p ApnmT 44167 °•_ a ..r7HUTTEB=CH, txc 6�I, - No. AcmpYna NO E C O 1„c. 'm WRe (ASSA 111 26) BY > d+ " 9 $w 11T4 TILLIT TESTING &ENGINEERING COMPANY 7¢85 WEST 2 COURT :.3.'ID( ! 4Cce ��rA.'•..,_.........�6 ,1\ dlu ne. ssu. R. As. xs. xRSH., cmFlmuu xT1ea Pnw:.: (ms)ama-1sw . Fa:: (3 wcs)sr1-1mt HNLFP}i, FL 33014 ' IONA lit D: 6ILno,d.wn, .iAAAAS000FFI1 .&MER x n'uiFT J, P. E PH (305) 823-2323 FAX (305) 826-7979 u MIAMI—DADE COUNTY P.E. SEAL/SIGNATURE/DATE "Ram lie. / 16T 2017 DRAWING No 17-111 (SEE MOUNTINGS ON SHEET 19) � LJ FEB !EE;TF:ATE MAXIMUM SPAN SOUTHERN PINE No. 2 W MIN. G=0.55, OMIEN GS 050FIR W/ SPRUCE PINE FIR NORTH W/ MIN. G=0.43 SPRUCE PINE FIR SOUTH W/ MIN. G=0.36 (f() B.O. WALL MOUNTINGS S& V 8,0. WALL MOUNTINGS S& V B.O. WALL MOUNTINGS S& V �OAFME ASD, DESIGN LGD OW VEGINE ASD. DESIGN LOAD (pa No, DYE ASD OTSON UND (ps 30 40 60 ]5 90 OS 3O 40 60 75 90 105 30 40 60 75 90 105 X-0' OR LESS 12 12 12 12 12 12 12 12 12 12 12 12 12 72 72 12 12 12 4'-0' 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 5'-0° 12 12 12 12 12 12 12 12 12 12 12 12 12 42 12 12 1.510 6'-0' 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 1.5 9.5 8 7'-0" 12 12 12 12 12 12 12 12 12 12 12 10 12 12 I2 10 8 6 8'-0' 12 12 12 12 12 12 12 12 12 12 0.5 9 12 12 11 8.5 7 7 9'-0' 12 12 12 12 12 10. 12 12 12 11 9 8 12 12 9.5 7.5 6.5 6 10'-0" 12 12 12 12 1.59.5 12 12 12 )0 8 7 12 12 8.5 7 6 5.5 11'-0" 12 12 12 12 10 8.5 12 12 1.5 9 7.5 6.5 12 12 8 6 5 5 12'-0' 12 12 12 1.59.5 8 12 72 OS 8 ] 6 12 11 7 6 5 4.5 13'-0° 12 12 12 10. 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OF THE RECOMMENGAAON$ AND SPECIFIGAONS OF THE ANCHOR'S MANUFACTURER. PRGD'JCT REVLED . v_'••.',1 ! - VC 1 2017TECO INC. (FNGPIFIIeNGI 02017 EASTERN NETAL SUPPLY. ING, samnPlyiy+wicl Or FlnrtAo ' P i• Gu,sl' ••'t• �Y' J SHUTTER- ECH, rAr MAXIMUM IMPACT HV1 HV2 a.c Ra�Ho ll- .03 ir` ACCORDION SHUTTER cxnt nma ¢ �L E C 0 im,,e"111DIf H WINDOW W BI ADSyslPH e/ y zW (ASSA y 26)I.Y. 6UDERV.W BUOE & H.Y. RUDE 2 Dt;.„.,:1x a ncd A`� / Q. • '`4 NA TILLIT TESTING & ENGINEERING COMPANY EY, N b-,, s . LC,74&5 VlEST 2 COURTI t DATE O7/18/1] Phwa : (30s)371-I530 . FUR : (30)971-1531 HWFAH, R 33014 zNG No ....W&TER IWrcN gad P. E PH (305) 823-2323 FAX (305) 826-7979 a17111 MIAMI-GAGE COUNTY P.E. SEN_/SIGNATIIRF/naTF ' 6cwrl"F OM HV WALL HEADER INSTALLATION C���(ON SHEFI 12) �el� EIBI F (SEE SOKEDIAE ON SHOT 16) MR. SEPARATION M CLASS —(SEE SCNEDUIE ON SNEET 12) SHY WALL HEADER INSTALLATION 1 _ I/4-0-20x3/4 S5. "i, MACHINE SCRINYS W/ \:(re. 1/4'-20 NUT$ 0 -" __ 12'O.C. 1 2'+4' CONT. 51 PIAM REO'D. 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PM SE TD DE ATTACHED ID SNDS IN ACCORDANCE SECTOR 29 2 OF ME rgo••••••..•_ ® HV WALL SILL INSTALLATION WRH CD TO' 2322 OF ME F.B.C. __ ♦ 5FE LIuu�gA¶ON5 rF USE OF © HV WALL SILL INSTALLATION �P A' L T 0 S4AOE IN ox SxEEr T6 FLORIDA BUILDING CODE(Hi h VelocityHurricane Zone .' \\ •• a ''• _ ©2017 nLTEC0 MC. (MGNEENNG) ® 2017 E/SIERN MEFAL SUPPLY,. VC- PRecucT,sws.n No. 4416T •i SHATTER TECH, �xc MAXIMUM IMPACT HViHV2 r=='TIJ1P••Y}ul6it6TJa163 sl�e,y a`t+•= {r i * ACCORDION SHUTTER A.-a^!yL=;y017 tAb563 Aj¢ '� G y O ING. BERTHA MV Acm ShutVr System Lcim Ioa L`re'._Iq��yy�.L t 4 (A95A W 26) IN 6UOE III W OR W/O H.V. WINDOW RUNE 4 H.V. AM)F IIX y//(/Ati /' jj1pP ��I14 TILLIT TESTING k ENGINEERING COMPANY N ocscnvnnx an D.- . LC. 7485 WEST 2 COURT sTss x.W. se1"..5 51. sox . ro ; (3055, r1-13 aTlae 1 oLo t6-160 ]/29/1 DATE: 0]/28/1] (005)6]1-19YJ . Fm : (]OS)B]t-1531 .-mm: ul.coond.co,n HW"EA11, FL 33014 E DRAWING No 1 WILTER 6T 11 P. 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SF£CIFlC I OR 1�H cMm OF om /S WUGIAS FlR OR SOUTHERN PINE No. 2, OR EQUAL, � I I I 1 I I I I 2'6' MIN. WOOD REQUIRED �DECK (NO FINISH ALLOWED) 0 0 I/4.0-20x1/6' S.S. 1 EDGE OFEb 2' PHIWPS TRUSS HUIFP0.£/{'m TAPCON WUH - LJ IF MPNPABLE 1/4b PH. 10PLON CORN POVANCEO THREADFORM Nin. MACHINE SCREIIS E ADVANCED LHREAUFORM TECHNOLOGY W/ 1/4'-20 NUIS 2' MIN. 2 MIN. OF IECI IHGL001' 2'x4' COM. W/ 1 1/Y VS.. PIRAOMRON ® 12' OR. DECK IF W/ 1 1/2" Min. PENETRAIOn SILL PLATE OF THREADED AREA O 1/4'0 TOPCON tW1H ADVANCED 1HRFPDFORM 1mHNOLDGY MPUCIHIE 3' MIN. MIO1Wom om w�aoo PLATE flE0'D. MIDWIDTH OF WOOD PIAM W/ 1 1/2' Nin. PENEMUION OF THREADED AREA IWO WWD OEM (SEE DTHOF ON SHEET I6) _ IS SCHEDULE ON SHEET I7J ,. •(SFL$CNmuLE ON MEET is) ♦ SEE U AIIONS OF USE OF Ap,T�� e,,E Dx P2, OX HV WALK -OVER INSTALLATION OV HV WALL SILL INSTALLATION ;%'Nt. Ul `• W&HV FLOOR IN TA CATION FLORIDA BUILDING CODE Hf h Veladty Hurricane Zone J' iftD9UC. 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WINNOW 81ADE k H.VRIME 1 r $9 .. .�z61L1 TII11T TESTING & ENGINEERING COMPANY RV.I oESCRwnox ou6 Om.n e. L.C. re•�,i .-ea.:nce.x: ;Olc .. .. •Fly 111 6uI x.x. xN, s. w. w.. CMNRm nmm. vN. • 7485 WFST 2 COURf I an is-tss /ze/I DATE: 07/1e/n ,(c c— oroNtp ",•,,, : fzoslan-Ivo . ra.: (,los)an-ISIt HWFNI. FL 33014 : 'riiirrnppl —n,en: a¢r<o•w.wm a DRAWING No w<LR & RURUff J, P. E. PH (305) 823-2323 FAX (305) 826-7979 z 1 7-1 1 1 wwnP L . / .16) MIAMI-OADE COUNTY P.E. SEAL/SIGNATURE/DATE 6 20 of 28 �a@h SEE END SHEET 24 TYP. FULL HEIGHT. L05ft®�©�O� TYPICAL HV BLADE SHUTTER ELEVATION N.T.S. iI r NOTES1. MANDATORY ON HD LOCKS AND CENTERMATES: AE USED FOR NY SPAN AND IINSTALIO LATION AT HEANE VY DUTY SYMMETRICAL H.D. LOCK SHALL C ENTERMATES, AN INSIOR MAY BE USED AS DO+R—OUTSIDEAND TANY ELEVATION. LOCK, ATTACHED TO H©HEAVY DK 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 t 2. MANDATORY CONDITION N 2: LOCATION OF( H.D. LOCK SHALL BE AS INDICATED ON SHUTTER ELEVATION, i.e., FORS UTTER SPANS UP TO 105". .D. LOCK MAY BE INSTALLED AT MID HEIGHT OF SHUTTER OR AT 12" OVHE OR BELOW MID HEIGHT OF SHUTTER. FOR SHUTTER SPANS GREATER THAN 105", ® H.D. LOCK SHALL BE INSTALLED AT MID HEIGHT OF SHUTTER. FLORIDA BUILDING CODE (High Velocity Hurricane Zane PFODUCT:.F.VISED mrisml�1b=nod eu`.stilsce: os yy��C4�r N:...x - aCvdconvul G C •'•.• •`�:' jo p, 44161 ` is i Tc _: O'c� P�`�?1A,A _�•., 49ft�',: ©20171 WCO wG (OWNEFAIxS) �J' BUTTER=TECH. 1AC 0VH7 E/ti1ERN MU& WPPLY, WG IL C 01N� MAXIMUM IMPACT HVi HV2 ACCORDION SHUTTER (AssA g ze)J.V. 7485 WEST 2 COURT HIMLMI, FL :3 PH (305) 823-2323 FM (305) 826-7979 Of W1 O H ,®WINDOW UDE & m 6VDE I W OR W/O HV. WINDOW 81ADE @ H.V. RUDE J2 0ass xWT aamsst s.gyq ENGINEERING Y�PwA VY� X0 ; (W a)an-law . Fox : (=)a7%-15]i _m,y mmm000icom wuiEq� a. P. c nDamn u�. I N162 cv. x ocsawnox oAs 1 OLD t5-155 7 28 1 / / DA1E: W 2B 1 / / 7 2 DRAWING No %—� MIAMI-DADE COUNTY �eu::::FFrrr P.E. SEAL/SIGNATURE/DATE s • 5 SHEET 21 OF 28 a _It M1 HQNS CNEOUIE ON I/4'b40..]/4' S.S. 26) r MACHINE SCREWS USING/ 1/,.-20 NUR O 6' O.C. uuL sENuT II I i0 OLLSS �IYE Sd1ElM£ ON SHEET 35) 'I I ® HD WALL HEADER INSTALLATION METRIC cuss Ono 3ETE ANCHORS SCHEDULE ON ONSET 26) 1.. . ME OF Nt4. O GLOC (SFF SONFEDUL AOV SNEET YS) ® HD CEILING INSTA LATION '(s¢�vwnnja i $ MR LOP "Iv3/P NIX HEAD TIX SCREWS O 3' O.C. OR I// 20 S.; M.S. CONCRETE ANCHORS W/ NUf 0 Y O.C. (SEE SCHEDULE ON S.S. SHEET 26) HEAD ------- kip -__-__ LONCRETE ANCHORS USING •I/4'�20� POURED CONCRETE (SEE SCNECULE ON NUR O 6' O.C. WkL REO'O. SHEEP 26) ©E HD WALL SILL INSTAL ATION CONCRETE CONCPEIEJ MT HEAD CONCRETE AN.CflS REQUIRED (SEE SCHEWIE ON SHEET 26) ® HD TRENCH INSTALLATION / Lip OM mm?. OF ® HD WALK —OVER INSTALLATION ©,HD FLOOR INSTALLATION NOM mom. <� 1- SEE SHEET 21 FOR ljP SHURFA ASSENDLT. • E 0. - EDGE DISTANCE 2-IN°ANY WAY TO io SUIT ANY IN5tA0tl'YoE (SEE SPEciFlC4noNS ON sxEfT 2G) INSTALLATION DETAILS W/ O HV BLADE • '""""•-_ •ERA• T/('-.. SCALE: 3/e"=1" ,1�'1, FLORIDA BUILDING CODE (High V.IocHy Hurricane Zone PI:ODNLTREVISED BwIen13 c^m `4t++`, `•�.\CEN$�:•NO" No. 44167 ': (02017numu INC. (TNCwrERwD 5}{QTT6A TEei{. 02017 F/SIERN METAL SUPPLY, INC. MAXIMUM IMPACT HVII HV2 .+Plmm Na 'iL 0q�.03 '�U�+CI.12 n><..••• ' rxe ACCORDION SHUTTER Br /•"H • Q tp .r• •. ( P!. • 14r TILLIT NESTING (ASSA B 26) BERTHA HV A[mnL^¢gyullerS}slpm .. BLADE 1 W OR W 0 HV. IWNDOW BUDS A H.Y. BLADE 2 n. N OEsewrvTlOx DATE T.Saia - euctCovtra! - ++ I w t � ENGINEERING COMPANY ESl] µn, ]6u. St. 5b. ]]; Nq(IUA W0g5, 7485 WEST 2 COURT Deem LC. )1 ^ TIOpA.11, ph—: (335)e71-1560 . F..: (lC5)117I-I53l HIALEAH, FL 33014 I IXD 15-155 /39/1 DATE: 07/28/17 i iIAlFp...... —® 6-vCCO87l19 2 3 DRAWING Na wALn'R A iu]TT dr. P. E PH (305) 823-2323 FAX (305) 826-7979 4 1 7-11 1 N I-DADE COUNTY P.E. SEAL/SIGNATURE/DATE RAR10A u.. / w67 ] SHEET 5 22 OF 28 & aEE GNU WALL CONNECTION DETAILS ON SHEET 24 OUT IX'SING GLASS OaP ®OR© ♦IOOR L_ _ ft4 . 3/4" S.N.S. a 12" .0. 1/2 HVA—HDA 20 ®GR�-- --- T— IXISIINGGVSCS NIN. $FPN 10 6V5L I N (SR SCHMUIE ON SHEET 25) (INSTALLATION * SEE NOTE ON LOCKING RODSED & HD 3o LOCKS ON SHEET 21 \G/ HV BLADE SEE END WALL CONNECTION DETAILS ON SHEET 24 ------- /—IXlSaac cuss 1---------------------------'j (4) H.V. z PINS (TYP.) IN (4) H.V. 6 1/2' PINS (T c,V —HDB OUT SYMMETRICAL HD CENTERMATES WZ�LOCK (EXTERIOR) (OPnONP1) HVC—HDC SYMMETRICAL HD CENTERMATES W/ Ok LOCK (INTERIOR) ®� OU 1 I 6 I/2' Nq%. STACK ELPOURW C E OR HVE—HDE HVD—HDD �..•CONCREMOCK WALL REouIRm FLORIDA BUILDING CODE (High Velocity Hurricane Zone ©2017 WOOD Inc. ("a mwG) 012017 FAStEk Y. NO. PROD(fCTTtEYISSD MAXIMUM IV•1 HV2 >T•RH; h1cHejQ D. SHUTTEATECH. INC xmcsos cox ,* , *LIECO ACCORDTER AOeo➢Lare No ��()i q . assA eeaTxA xv sysMm,1r F ($26).Y. BL1DE G¢�OR W IPnSx 0 E & N.Y.LBUDE 2D_ 9 wW 44T TIILIT TESTING &ENGINEERING COMPANY_O•C''See. wxOtan GNma¢ nnxmn.vlea 7485 WEST 2 COURT I Gw 15-1ssE: 07/28/17PM1om : (3P5)R71-153n . Tax : (3G5)871-IS]t HIALEAH, FL 33014 :NA1. (III .-m,�: et1.,,o,,:�,o, RAWING N01FB-GWR719 ]w�TTELUT ,.8'E PH (3D5) 823-2323 FAX (305) 826-7979 a 7-1 ) MIAMI-DARE COUNTY P.E. SEAL/SIGNATURE/DATE c 23H IOF 28 OF (�)) 1/2• I14.1/2• S.M.S. 0 16. O.C. -POURED CONCRETE OR7(sm CONCRETE POURED CONCRETE CONCRETE BLOCK WALLCRETE OR CONCRETE PEOUIRWWALL REOUIRED BLOCK WAA REQUIRED EXISTING CLASS TING GLA S "STING GLASS ---i i NIA. SEPARATION 1/I6•.3' MM. S_P VON MI�ARATION TO GLASS TO (SEE SGLASS (6063-T6) CONT.O GLASS SCHEDULE (SEE SCHEDULE J ON SHEET 25 ALUM. 0.05ER I ) PIaTF IImATC 1SHEET 25) ` ON SHEET 25 ) 1/Y I1441/2' 5 0 16• o c. SEE DETAIL x FOR SIDE CONNECTION OO TO TRACKS (J M 8 OR 6 + 7 eR O 4 ©Oft®+® END CONNECTION DETAIL(j) POURED CONCRETE OR CONCRETE BLOCK WALL / — REQUIRED —( EXISTING CJA55 5 1 T j *USE 1. OR 2' MAX. I (AS 810'-T UMINUMCUP ANGLE 4 (6063-T6 ALLOY) AT M10HEIGHT I14.1/2' S.M.S. TOO4 & S s TO / T(1) SEE DETAIL FO WALL AT I' WALL Ai 1. O.C. (LOCATE AT O.C. (LOCATE CONNECTION ® SNE TO RACKS EITHER SIDE OF®) Jl sEE DETAIL x FG END CONNECTIONDETAIL t1snNG cuss MIN. SEPARATION TO LASS (SEE samUlE ON SHEET 25) +® B+O0.9®OR®+®OR SIDE CONNECTIONTTXs y6I+@]OR®OR®+®OR OR ®+ ® �`®ll + END CONNECTION DETAIL Q END CONNECTION DETAIL • REQUIRED ONLY FOR SPANS GREATER UTAN 12'-0• D "TOR®OR@ 6 z• ul. PLAN 2• MIN. EO VIEW Y 5 DETAIL X ® END INSTALLATION QQ QR®eR 6 .@.R HV BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL SO E ..0 10 I)FTAli FLORIDA BUILDING CODE Hi h Velocity Hurricane Zone PRGppCEREVISEp AAA ��' apENSF''•,.. 02.17 MTEC0 WD (ENIWELRIC) 02U17 EASTERN META. SUPPLY, INC. SDI>'•'AiiLh Sa}io"x' $ MAXIMUM IMPACT HV1 HV2 au;:ecx= SHUTTER TECH, INc ACCORDION SHUTTER ILL E C O BERTHA NV 'Arm S NN S2Rml p7 •o �' ��T��y�'/ " (ASSA p 26) A. RUDMW_OR . WINDOW BLADE & H.V. BLADE\eTILLIT TESTING & ENGINEERING COMPANY 7g85 WRT 2 CWRT �' "DATE pen L.C. \ 1V Nb. ]6:A A. SL. ,x6, Wffil¢A N.gpp[ �Ra }T166 (SQ5))eJ1-19D. F..: (306)9>1-1531 )/2B/1 GATE: D)/2R/1i Im=mo,w�,,,, NW.EAH. FL 330142NG No WATERUUTJr. P. E. PH (305) 823-2323 FAX (305) 926-7979 A1 7-11 1 RCnIDA Ue 1 44162 MIAMI—DADE COUNTY P.E. SEAL/SIGNATURE/DATE 5 SHEET 228 MAXIMUM SHUTTER SPAM "L+" OR 'L-' (fQ * INSTALLATIONS W/ SYMMETRICAL 31 OR 3Q, W/ ONE HD 4 LOCK & NO LOCKING DS ©5 MNIINUN S.O. DESIGN LOAD LOND e (+ OR M-) POURED CONCgEIE INSTALLATONS ALL MOUNIWO COMMONS I. (A)) L-(N 0 OR IE65 15'-5' 35 14'-10' 40 14'-4' 45 IX-11' 50 131_6• 17•..D• 55 13•_3• 16•_10• 60 12'-11' I6 -2 65 12'-8' 15'-6' JD 12'-6' 14'-11' 75 12'-3' t4'-5' 80 12'-0 14'-U' m 11'-10' IJ-J 90 11'-6' 95 11'-3' 100 IW-6" 105 10'-0' 1t0 9'-61 t1•_11• 115 9'-1 120 6'-9' i1•-5• 125 2' 130 135 1M 0 _6• 145 0'-O ISO 155 0'-0 1DO - 9•_1p• 1 0•_y 170 g•_7• 15 180 g•_4• 185 - 9•_2• 190 s•_p• 195 B'_g• PRODUCT REVISED uc ccsP!1'�Is'AiJI Ne F]raCa Bw!NtFW Gaae a«eP1eP . NP 0 Cgri{{�� iva Dwc '2_ bfixni C.np- MIAMI-DADE COUNTY (I) L+: MA)NMUM AVOWABLE SPAN FOR A GIVEN PDSRNE &S.D. DESIGN LOAD, L-: MAI. ALLWIABUE SPAN FOR A GNEN NEGATIVE &SO DESIGN LOAD. (2) PROCEDURE TO OENlIMINE MA)NMUM SPAN FOR WALL MOUNTINGS OR FLOOR/CMNG: GIVEN A POSITIVE AS.O. DESIGN LOAD, DETERMINE MMIMUN SPAN 'Lti FROM SCHEDULE GIVEN! A NEGATIVE &S.D. DESIGN I.M. DETERMINE NAXLNUM SPAN 'L--' FROM SCHEDULE. FINAL N*4MUM N110WOBLE SPµ IS EQU& TO THE MINIMUM DETERMINED SPAN BENT 'L+' AND 1--' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMMNAPONS IN BERVEEN WALL W/ FLOOR/CE3MN0 MOUNiWGS: FOR A OVEN MSR W &S.D. DESIGN LOAD: DETERMINE Ll+- MAX. SPAN MR WALL MOUNTING INSTA AnONS U+- MAX SPAN MR RWR/MLING MOU"NG INSFALARONS. FOR A GIVEN NEWIINE &S.D. DESIGN LOA4 DETERMINE LI-- ALAX. SPAN FOR WALL MOUNTING INSTAL(ARONS Li-- MA%. SPPN FOR RDOR/CSLNG MOUNTING INSTAUUKDONS. FINAL NAXIMUN ALLOWABLE SPAN IS EQUAL TO h E MINIMUM BETWEEN 'LI+'. T+'. 'LI-' AND U--' (4) GO TO ANCHOR SCHEDULE VRFH PHA, MAGNUM ALLO`HADLE SPAN AND MAXIMUM &SO, DESIGN LOAD TO DETERMINE M IMUM ANCHOR SPACING. HV BLADE ONLY ♦ SEE6110 N TO GIASS RF01flREVENIS MINIMUM SEPARARON TO GLASS FOR SHUTMIS INSTALLED AT ALL El EVADONS OF BUILDING IS 3'. INSFA I ATION LEGEND A196IIU1E Pou. COxfJ m uOVXIIH45 (V. 22) WALL MOUNTING AA & EE FLOOR/COUNG BB, CC, OD, MOUNTING FF & GO ©201J IlLTECO INC. (ENCINUINYG] SHUTTER TECH. we * IL�EC6 L QXN (A59A B 26) AA1 TILUT TESTING & ENGINEERING COMPANY A.7jgUr WEST 2 COURT Il vss xc AII` s. s . w. lwawA c .. Da. ]Lse (305)671-I90 . Fax : (30)671-1531 11.1: ulteW acorn HWLEAH. FL 33014 W&PA A nr J. P. E PH (305) 823-2323 FAX (305) 826-7979 El-0pIIA lie. ! 44167 2017 FASTERN METAL SUPPLY, INC. DRAWING NO 17-111 ANCHORS s ACINr. BO.Mn MAXIMUM ANCHOR" SPACING (in J SCHEDULE FOR A GIVEN 1 4•a rAPron MAX SHUTTER SPAN MAXIMUM A.S.D. DESIGN LOAD AND A s 1G-a TAPWN XL CORRESPONDING MOUNTING TYPF FOR CONCRETE INSTALLATIONS POURED CONCRETE MAXIMUM ALL MOUNTINGS AA THRU GO (SHEET 22) SPAN (Tt) USE MAXIMUM VALUES BETWEEN POSTIVE AND NEGA➢VE ASO. LOADS 50 OR LESS >50 TO 90 >90 TO 120 >120 TO 160 >160 TO 195 8'-9" 8" 4 1/2" 3 1/2" - - OR LESS 12" 8" B. 4" 3 3/4" >8'-9" 6" 3 1/2" 3• UP TO 12'-1" 10" 6" 4" 4" - UP TO 18'-0" PRODUCTREVISED -wmN;i lniffi Ownomds Ruildir.9 Calc Aarnlaw N10 .Q3 Grp' nee. 1 RY Mta4l Rxi ' cst Coarp MIAMI-DADE 41.. NOTE: P WUD ONLY MR UP TO 10--0. SPAN 'SPECIFICATIONS ON ANCHOR REQUPOUREDCONCRETE UB (A) ANCHORS TO WALL SHALL BE AS FOILO'NS: A1) TO EX=NG POURED CONCRETE: (Min. fc - 3192 psi) - 1/4.0 TMOON ANCHORS. /S MANUFACTURED BY I.T.W. SUILOEX. MINIMUM UIBEDMENT INTO POURED CONCRETE OF TAPCON 15 1 3/4•. A.2) TO EXISTING POURED CONCRETE: (Min. Fc - 2899 psi) - 5/16.0 TMCON XL ANCHORS. AS MANUFACTURED BY I.T.W. BUILDEX. MINIMUM EMBEDMENT INTO POURED CONCRETE OF 5/15- TAPCON XL ANCHORS IS 2 A3) IN CASE )HAT PRECAST STONE. PRECAST CONCRETE PMETS. PAVERS OR ANY VENEER BE FOUND ON THE EXISDNG WAIL OR FLDOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SNO WALL 9NISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTE A.1) ABOVE. FOR INSTALIATONS ON VINYL SUNG OR EIFS CONSULT THIS ENGINEER. (B) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (C) SEE BELDW FOR MINIMUM REQUIRED EDGE DISTANCE FOR ANCHORS, MINIMUM REQUIRED EDGE DISTANCE FOR ANCHORS MAXIMUM MCHOR SPACINGS ARE VALID FOR 3- EDGE DISTANCE FOR 1/4"0 TAPCON AND 3 5/8• EDGE DISTANCE MR 5/16.0 TAPCON XL () HV BLADE ONLY (J 2f11) MlEW INC (fNGWEERMG) SHUTTER TECH, Txc lL r � (ABSA @ 26) IAA, TILUT TESTING & ENGINEERING COMPANY. 7485 WEST 2 COURT III my.. 16..1 sl..=.. NvpFl. Npww sus. Plv : (Mi)B71-ISM. Fax t (305)071-I0I HIALEAH, FL 33014 [ �PH (305) 823-2323 FAX (305) 826-7979 2017 EASTERN METAL SUPPLY, INC. ACCORDION DRAWING No 17-111 1 IV MIN. CLLMRA CE TO BIA05 TOP EDGE NJ WINDOW DIME I 3'a OPENING' I .0 EO 0 I_ RAT PORTION BL10E -I I ' `i +i 44 HY WINDOW 5 , ONC 2 7/8• MIN. CLEAR 1 f 2 I/4' SEPARATION i CLEAR BETWEEN BETWEEN BUOE TABS OP INCS 1 12' MIN. QFpRANCE TO BIADE BOTTOM ___________________-_ 1 18J7.________T_____________rslr.0625" 0625 1 20 } .0625EXTERIOR SECTION X—X SCALE: 1" = 1" .1875' .0625IJ4 0625" SECTION Y—Y SCALE: i" = 1" EXTERIOR ELEVATION SCALE: 1" = I" POLYCARBONATE IMPACT RESISTANT HV WINDOW GAYER MAKROLON 3103 POLYCARBONATE RESINS, UV —STABILIZED GRADE OR SABIC INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE 'IF" ON SHEET 28) POLYCARBONATE SOURCES FOR 44 APPUGBLE - RESULT TYPICAL PROPERTIES GANBARD geq Wae „pAp� REFERENCE Mn1EVA/scmnx r✓sc YCYHYAM ltN U%N IN P611 SPECIFIC GRAM AaTM D792 0.043 lb/in' 0.OU Ibin ifN51tE ORD STRENGTH A904 0638 9,400 p.ai. 9,500 Rs.i. RfXURA STRENGTH AT YIELD ASTM D790 12.500 p-i. 13,400 Rsi. RtDURA MODULUS IMPACT: ASIM 0790 34g000 ".J. 345p00 NOTCHED ROD FlRE QUE�, eee�ei^y ASTM D256 18 PT-IC/in 17 FT-IbrA SMOKE DENSITY ASTM D2843 47.2 F 64.5 a MAX RATE OF BURNING ASTM 0635 C-1 CIASS C-1 CUSS SE IGNITION ASTM 01929 1040 'F 980 'F w TNFRN(: ASTU GI55 TENSILE STRENGH AFTER WEATHERING ASIM 08 9302 p.s.i. Sam Pv. TENSILE STRESS BEFORE WEATHERNIG ASTM 638 8461 p.s.i. 8880 "1. ( I ISCALE:3/8" 1-VLQANJINAIL. HV WINDOW DETAIL ' C.1 FLORIDA BUILDING CODE (High VelocityHurricane Zane \r\CEA'rSF'••.� ©2817 TLTECO INC. (ENQN F No) 02017 LISiFIW META SUPPLY. INC. PRODUCTREY!SSD ��-dv+Pa W+61BSFla{Ba \ 5}{[]TTER TECH, rNC: MAXIMUM IMPACT HVI HV2 ACCORDION SHUTTER A Y1MN9 N° 4i 03 1 'L BERTNAAnv GnshOttuSON' N-yin vabre �J� �iZ 't AA]a��7�16� ) A (ASSA g 26) N. BLADE I W OR W 0 HV. 1NNDOW BLADE & H.V. BEAD 4 fy Uy Kf:LTIWT TESTING h ENGINEERING COMPANY n. N ocscmenan OA1e DA.n LC. ;.9calTr wudf •.ra O A20 0•; ' ' 4 7485 WEST 2 COURT �(` •'•... RI \\ 11 4)ss x.a ]cU 0 71 ]1L . FL : (3051 r1-ln yl+ae 1 pD Is-Iss ]/i9/I DATE: OJ/78/1J PM1ona : (305)B a: ut . Fm : (3Q5)B]I-IS]I HIALEAR, FL 33014 2 /ONAL ,dT tee: a<a 719 m DRAWING No „". AF4pr re-000c>m 3 WA1FA A iNIT Tr. P. E PH (305) 823-2323 FAX (305) 826-79717-1119 s MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE RORIM Ul . / 44167 s SHEEr ° 27 OF 2B I 1YP. �G ElIl1 MIX. 5 WxgA' V$ llOWN N HV WWOOW BLWE® i SEE ENO CONNECTION SEEMS ON £T It P� MU. IIEIGNF. q q A F� q q �q®'NJ (AD !9W \ ®•®� IMD fOD (TD IVD I �•. �II _. II ELEVATION EMSUNG GL _ __ S TYR. sMM"mIG4�ftmERNAtES�® � W/ 2 aR s IHD W/0 NOTE A ABOVQ ------ (SEA P.E. MR. I. NAK AS). DESIGN PRESSURE MRNC .110. - 110 P.a.N. 3. YA%. Si1V1iFA SPAN: 9fi'. 3. AU,OWED MI & D. G & H ON SHEETS 6. l: AS WELL AS MW GSM. O. T. O & W ON SHEETS 18 h 19. s ONLY cENRWIAI6 (BEM V!/ a Oq 2 ARE AMAYRD tMH I M IN A SYM OR OPPo NG U Ut. W CASE OF 0PP HC U!. NIRT BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF CEMEAM S. (A) NY WNDSW RUDE lO SH ONLY L A MA;MLN OF 5 OPENINGS (3.0 HOES) FOR © PER MADE AT VW NGS SHOWN ON CHI P. (8) L61,'. CMIGANCE FROM TOP OR SOFTEN EDGE OF W WINDOW BADE OF AIN 3-0 HOE FOR (B SIIW- BE IY. (WIC) NDOW BOREUI MADE COMING OW FROM STARTERS AT ENDS YAY BE W Qq (D) HV WWOINI BUPE iIIA ANSF BE USED AIIEAMTE. TO A SOUR W SIMEQI THROUGMYIT SHUNFIYS M. (E) CATES SHML ALWAYS BE NIADACENF M A MUD V ELIDE 1 AlAT EITHER SIDE OF YIN. (F) POLYGABOMIE HJ WWOOW N4 SHNL BE INSF011ID 50 iH TABSS( FARE ME IKEN ON OF NNE OPENING B NG PROTECTED, W WINDOW N ANBE ONLY III ME LEERED USING A W SETRNG TOOL PROM BY ASs& INC. 6. SEE ANCHOR SPACNG SCHEDULE FOR WSfALADC6 INTO WOOD FRAME BUMINGS ON SHEET 16. AS UMNEO DY SPAN ANO DESIGN EDM (SEE NOTES 1 Y 2 ABGI T. SEE ANCHOR SPRUNG MINEDUM FOR INSINUARMS W10 POURED CONCRETE OR CONCRETE OLOCN WALL ON 91EEFS 13 N 14 AS LIMITED BY SPAN AND DESIGN LEAD (SEE NOTES 1 & 2 ABGME). S MINIMUM SEPuunON TO GUtS SCHEDULE: souTE H SP.W MINIMUM SEPAMTON TO GUIDE BE. M.. 5" = * ©201) 11L1EC0 IMF (EXCWEFRWG) SHUTTER TECH. LNG IL EC01N Z . (ASSA @ 26) V AAA TIUJT TESTING Q ENGINEERING COMPANY 7g85 WEST 2 COURT 8155 N.W. ]MA E. % ]m Nf0'iVY ... K.S1IOG PRaa.: (30)821-I530 . Fax: (3M)971-1531 .-mm: IN.woaoLaoa: HW.EAH, FL 33014 6719 .,TER k FUHJ. P. E PH (305) 823_2323 FAX (305) 826-7979 FLORIOA U, / N162 M17 EASTERN METAL SUPPLY, INC. ACCORDION SHUTTER DRAWING No 17-111 SIUOS Ai W O.C. J O Rlli( t/z•. �1j w J I t - 430 u Mm. C, OT mIC( 0- i 43c Rn rwrnc Owu1IEl I WLE ,o Ifry G-80 I O 6. O.G 39 Vm ro S,IIGS As NNISN e' ra scPers on ps APPUCAnI£ mewR FACE MUSMNG CLASS —I MIN. SEPARATION TO cuss —(SEE SCHEDULE) WSNNG FlNISH AIN I AS APPLICABLE r, O.01 mlcN uln.i n¢ 114CN ITWMR.i 43c 43c 841E ,0 Wn c-co srDlm ro sruos o 6 o.c. 0 6- o.c. terra maws ox . GENERAL LIMITATIONS AND CONDITIONS OF USE FOR RFr7THe (l HV BLADE ACCORDION SHUTTF_R S1'STPM INSTALLATION TO METAL STUD WALLS 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 P.S.f. 2. MAX. SHUTTER SPAN: 84• 3. ALLOWED MOUNTING: MS ON THIS SHEET. + ' 4. ONLY NTERMATE 21 W/ 24 HV LOCK ARE ALLOWED WITH 1 AR GED A S METRICAL LAYOUT. USE 0 (2) 5 (6• LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT RIOR OR INTERIOR ACCESS SIDE OF CENTERMATE. RMATES -I2.000- U..r 911+]FUSO. gL� 6Y°OJ`i ®D 1/4"B NOMINAL ALUMINUM SLEEVE 6063-T5 ALLOY SEPARATION TO GLASS SCHEDULE 3.°00 m.. MINIMUM MAX. SHUTTER SPAN L ((n) SEPARATION TO GLASS 54. OR LESS 3 1/+- �4`* BLADE SLACK DETAIL WE IS VALID FOR 1/2' 12 38 CENTERMATE 21 APPUCATION WITH BLADE(D , 436 ® 6. O.C. MS WALL HEADER/SILL INSTALLATION rWSIWC FlNISH AS APPLICABLE 1 (1YP. R,P & BORON) 1 \ ax LmcTH + t' 43 1/4"O-2OX3" BOLT MUST PENETRATE 43c 1 J73' 'L50• (- O50• T-- �m 20 THREADS 43 /4"0 ELCO CONSTRUCTION PRODUCTS FAB-LOK HO COMPONENTS SCALE: 3/8'= 1- GP65 5l£EL tI40 M CWWN0. A V A-651 FASTENED ° Min. 0-ti0 W/ (2)RJS PASIENm i0 SCREWS O w/ (2) Ps,t/z' me FACEws ox INIERIOfl & FMFRIDR DACE is LOCATED AT 1 2 HV HEADER/SILL ENDS I VIEW Y SIDE CONNECTION TO TRACK (c°Re.) V V A.T/ - HVC BLADE SLACK DETAIL HVF FLA FA ( - FLORIDA BUILDING CODE (High Velocity Hurricane Zone eon ra,Lno wc. (ET+axErnwc) 03011 FASIFAN NEfAL SUPPLY, INC. J SF••`•• MAXIMUM IMPACT HV1 HV2 PaoDucrRevLseO SHUTTER -TECH, TECH, iNC +m, xBw+G�wtTc;a, N0. 44167 ACCORDION SHUTTER Moms, * BERTHA HV S6uRUSy6t. A« .x L D C5D3% - ' L C O INe. (Assa W 26) TV. BLADE 1 W OR W 0 NV. WINDOW BLADE & N.V. BLADE P.vm' nDv q �•,/0 •4/4'1 TILUT TESTING & ENGINEERING COMPANY 7485 WEST 2 COURT �'Ix OFS61Wmax /28 DATE: LC. Iq-l�- . au is-lss //se/1 DATE: m/za/t7 Wti i D^ t f0Y}p, F �� Ilr AA6 N.X. ]6h 54 Sle 1V. MfltlMA WNmS. fiOPIM ]]I66 1 Pn",.: (3os)Bn-,vo . Fm : (305)m,-Ism HI LEAH• Fl. J3014 2 DRAWING No NAL Itl w: 0� B. m 3 / w/Lrmm111 A nun 11, P. E. PH (305) 823-2323 FAX (305) 826-7979 a 7-1 nrnamA G . / aa1.7 s SHEET MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE 6 28A OF 28