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HomeMy WebLinkAboutDrawing (2) RAMMS ENGINEERING, INCREVIEWED F0, 4l, 2100 W 76 Street, Hialeah, Florida 33016 FLORIDA I-IfINd00-PI RpQ1 Robert S. Monsour, P.E. FI# 11955/0006024 ASCE 7-100INMQQE fY ' DESIGN WIND LOADS IN PSR Kd = .85 - , : FOR 175 MPH WIND ZONE : j Interior&,Exterior Zones,(445.`.-.Wallet Positive Pressures Exposure C For the ` 176, mph-Wind.Zone CATEGORY 2 BLDG '' Effecfive;Win tk(,, Trib6fiA Ardbi m.Square Fgeth, Height 10' 20 30' ,: . 40 (Makin urn) 1.00 0.95 0.92 0.89 0.88 ,''4 r10.86 15 40.4 38.5. 37.5 36.7 l M.1 �` 35.7 20 ' 42.7 40.8 39.7 38.9 -,38 3fi. 37.8 `25 44.6 42.6 41.5 40 QF� '= 'O� 39.4 10 46.5 44.4 43.2 42.3-t 4y1.7 41.1 40 49.4 47.2 45.9 44.9;=' 44.2 43.6 50. 51.8 49.4 48.1 471 ='46.4 45.7 60 53.7 51.2 49.8 �48 8 48.1 47.4 D4 IntenorZone=(4 Walls) Negative Pressures = 2BLDGo Fte7 ZExposur _ Effectwe'Wind,Areas`(or,rTributa', Square Feet; M Height 10 20` �, 30 40 50 60= C (Maximum) -1.10 -1.05 - -1'`02 y -0.99 -0.98 -0.96 C 15 -43.8 -42.0`"/ -404'` -40.2 -39.6 -39.1 20 -46.4 -44r-4, e , ==43..3 -42.5 -41.9 -41.4 25 -48.4 -46.4 `` ``,,,-45.2 -44.4 -43.8 -43.2 30 -50.5 148.4 -47.2 -46.3 -45.6 75.1 40 -53.6 :. ` 75,f 4 s -50.1 -49.1 -48.4 -47.8 50 -56.2 =53 8 ` -52.5 -51.5 -50.7 -50.1 60 -58 f2 °� `=558 -54.4 -53.4 -52.6 -52.0 Exterior Zones (5 -Walls) Negafive Pressures . _ _- .__ _. ;Exposure G _ ,:For they 175 mph Wind`Zone: CATEGORY 2 BLDG , Effective Word-, rei f or,'.Tributery Area) �rt:Square Feet Height 1 s; 10 20 30 4o' 50 60 Maximu m -1 c40 -1.29 -1.23 -1.19 A.15 -1.13 �, �-- 1;5 -=54.1 -50.4 -48.3 -46.8 -45.6 -44.7 20 a -57.2 -53.4 -51.1 -49.5 -48.3 -47.3 25 -59.8 -55.8 -53.4 -51.7 -50.4 -49.4 .30 -62.3 -58.1 -55.7 -53.9 -52.6 -51.5 -66.1 -61.7 -59.1 -57.2 -55.8 -54.6 -69.3 1 -64.7 -61.9 1 -60.0 -58.5 -57.3 :60 -71.9 -67.0 -64.2 -62.2 -60.6 -59.4 NOTE:AN 8%REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOFS. L"ength of End Zone (a): 10% of least horizontal dimension or .4 h, whichever is smaller, :.. but not less than 4% of least horizontal dimension or 3 ft. (h = mean roof height in feet). THESE TABLES ARE NOT TO BE REPRODUCED IN WHOLE OR IN PART i ;WITHOUT ViTRTIT EN PERMISSTONBY RANM ENGINEf�Q ALSO,THESE ;TABLES ARE INVALID UNLESS SIGNED WITH BLUE INK AND SEALED BY !ROBERT MONSOM l� T_ MIAMI-DADS MIAMI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 �tECEIVE® (786)315-2590 F,(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Shutter Tech,Inc. JAN 2 2020 7485 West 2ad Court Hialeah,Florida 33014 ST, Lucie County', Permitting SCOPE:' This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted,has been reviewed and accepted by Miami-Dade County RER-Product Control Section be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami'Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the :manufacturer will incur the expense of such testing and the AIIJ 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 i Zone of the Florida Building Code. i DESCRIPTION: "Maximum Impact Bertha HV"Aluminum Accordion Shutter System i APPROVAL DOCUMENT: Drawing No. 17-111,titled"Maximum Impact HV1;HV2 Accordion Shutter sheets 1 through 28 of 28, and 15A&28A,prepared by Tdteco,Inc.,dated July 28,2017,signed and sealed by Walter A.Tihlit 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 Cou:;ty,Product Control Section_ NIISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state,the 1 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 i 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 auto mi tically 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 3 and shall be available.for inspection at the job site at the request of the Building Official.. 3 s 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.Mahar,P.E.,M.S. { l ���� NOA No.17-0905.03 raaMtw�o>:COUNTY Expiration Date: 04/26/2022 . 02,JS•-l�l� Approval Date: 02/15/2018 / Page 1. i File Copy i 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 HY1 HV2 Accordion Shutter", sheets 1 through 28 of 28,.and sht. 28A 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(PEP-4). 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 1kletal Tech, Inc., dated March 19, 2012, signed by Steve.Buzzella. 3. Letter by Tilteco Inc., dated January 30, 2012, 'signed and sealed by My. Walter A. Tillit, Jr., P.E., certifying that'the drawing(Wo. 12=019)prepared for Metal Tech, Inc. is engineering wise identical to ASSA's generic drawing(No. 11-111). l 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 914-0129.13 A. DRAWINGS 1. Drawing N.o. 14-004, titled "Maximum Impact HVI HV2 Accordion Shutter sheets 1 through 28 of 28, and sht. 28A of 28,prepared by TiZteco,Inc., dated OU2012014, signed and sealed by Walter A. Tillit Jr., P.E, on January 29, 2014. . s B. TESTS 1. None. 3 C. , CALCULATIONS 1. None. el:ny A.Makar,P.E.,M.S. Product Control Section Supervisor a NOA No.17-0905.03 Expiration Date:04/26/2022 Approval Date:02/15/2018 E-1 F 2 i 1 , e 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. i i 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#15-0624.03 A. DRAWINGS 1. Drawing No. 15-I55, titled "Maximum Impact HV1 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 Affiami-Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 15-0803. 3 t F. STATEMENTS r 1. Letter by Tilteco Inc., dated May 22, 2015, signed and sealed by Mr. Walter A. 3 Tillit, Jr., P.E., certifying that the drawing(No. 15-147)prepared for Shutter- 1 Tech, Inc. is in compliance with FBC, 2014 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#17-0201.01 A. DRAWINGS 1. None. l B. TESTS 1. See Association's generic approval under 15-0803. HiVhy A.Makar,P.R.,M.S. j Product Control Section Supervisor NOA No.17-0905.03 Expiration Date: 04126/2022 F Approval Date:02/15/2018 d E-2 5 9 GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT APPROVAL DOCUMENT(PA.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(6th EDITION)OF THE FLORIDA BUILDING CODE. THIS ACCORDION SHUTTER SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. TABLE OF CONTENTS DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A.S.D.) DESIGN PRESSURE. - - - RATINGS INDICATED ON SHEETS 12 THRU 17&25,26,28&28A. IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO AS.D.DESIGN WIND LOADS AREA 1: HV BLADES(11 dAA & BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX.(A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 12 THRU 17&25.26,28&28& IN ORDER TO VERIFY THAT ANCHORS ON THIS PA.D..AS TESTED,WERE NOT OVER STRESSED,A 33%INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS. GENERAL NOTES SHEET 1 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WTLH SECTION 1626 OF THE ABOVE MENTIONED CODES AS PER SYSTEM COMPONENTS 1-20 SHEET 2 ATL REPORTS: SYSTEM COMPONENTS 21-37 SHEET 3 -HV BLADE 1Q 90214.01-03, #0715.01-03, #1004.01-05.#1214.01-05#0317.02-06 AND#0609.01-10 AS PER TAS 201.TAS 202 AND TAS 203 PROTOCOLS. TYPICAL SHUTTER ASSEMBLY 38-43 SHEET 4 _ -HV WINDOW BLADE ®#0505.01-08 AS PER TAS 201, 202&203 PROTOCOLS AND 0725.01-08 AS PER TAS 202 PROTOCOL -HV BLADE 2Q#0422.01-05 AS PER TAS 201.TAB 202 AND TAS 203 PROTOCOLS. AREA 2• HV BLADE(1)AND-HV WINDOW BLADE I(�A 2. HV BLADE 10AND HV SLADE@ ARE ENGINEERED TO WORK IN UNISON W0H EACH OTHER IN AREAS WHERE THE DESIGN PRESSURES TRANSITION FROM ENO ZONE 5 TO INTERIOR ZONE 4.EACH WHERE APPLICABLE) MIND ZONE MUST BE CLFZIRLY IDENTIFIED IN ACCORDANCE WITH ASCE 7-10 ALL MOUNTING CONDITIONS AND FASTENER TYPES SCHEDULES MUST BE APPLIED TO THE R Sp0NDING WIND ZONE. TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 THIS SHALL INCLUDE REQUIREMENTS FOR MIN. SEPARATION TO GLASS.DELIMITATION OF WIND ZONES 4 AND 5 AS WELL AS VALIDITY OF COMPONENTS FOR HV BLADE 1�&2 ACCORDION SHUTTERS SYSTEMS FOR EITHER WIND ZONE SHALL BE PREPARED AND CERTIFIED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT BASED ON BUILDING CONFIGURATION ANDASCE 7 STANDARD,AND INSTALLATION DETAILS A-E, CONCRETE/BLOCK SHEET 6 SHALL BE SUBMITTED TO THE BUILDING OFFICIAL AT THE TIME PERMIT IS APPLIED FOR. INSTALLATION DETAILS F-L, CONCRETE/BLOCK SHEET 7 HV BLADED AND HV WINDOW BLADE 10 ARE ALSO ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 28. CENTERMATE DETAILS HV SHEET 8 CENTERMATE ALTERNATING DETAILS HV SHEET 9 3. BERTHA H.V.ACCORDION PINS(HV SCREWS). USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE# 102.75 AND B 14Y1.75 RESPECTIVELY,410-HT MINIMUM CENTERMATE DETAILS HD SHEET 10 SERIES STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTHAND 180 ksi TENSILE STRENGTH.PINS SKkL BE COATED WITH BERTHA NV OA.CROSHIELD COATING SYSTEM AS MANUFACTURED BY END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 11. APPROVED COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV MARKING ON THEIR HEAD, MAXIMUM SPAN TABLES SHEET 12 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND J.MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 31.7 ksi AND 35.7 ksl FOR 6005-15 ALLOY. ANCHOR SCHEDULE- CONCRETE SHEET 13 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 ksi MIN.TENSILE ANCHOR SCHEDULE- CONCRETE SHEET 14 STRENGTH AND TD COMPLY W/FBC SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE SHEET.15 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- CONCRETE BLOCK SHEET 15A ANCHOR SCHEDULE-WOOD SHEET 16 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV 13LADE 10: 13. 14. 15. 15A. 16, 17 AND 28A. ANCHOR SCHEDULE- WOOD SHEET 17 HV BLADED 26. INSTALLATION DETAILS M-R,WOOD SHEET 18 [IV BLADE 0&® WORKING IN UNISON: 13. 14& 16. INSTALLATION DETAILS S-X,WOOD SHEET 19 B. THIS BERTHA H.V.ACCORDION SHATTER SYSTEM BEARS A U.S. PATENT#6'779.582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT g5'458,179 ISSUED TO END CONNECTION DETAILS 7-12 & X.WOOD SHEET 20 EASTERN METAL SUPPLY,INC. 9.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO AREA HV B'AD (2) ONLY SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN.THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 21 i 10,EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT. OR OTHERS, MUST PROPERLY CLOSE ALL INSTALLATION DETAILS AA-GG. CONCRETE SHEET 22 HV'AND HO CENTERMATES AND ENGAGE OR LOCK ALL HV AND LLD LOCKS. CENTERMATE DETAILS HD SHEET 23 - 11. A PERMANENT SHUTTER MANUFACTURER'S LAB EA EL SHALL BE PLACED ON THE EXPOSED SURFACE OF THE SIDE RAIL APPROXIMATELY 4°BELOW THE TOP OF SUCH RAIL LABEL SHALL READ AS END CONNECTION DETAILS 1.-6&X. CONCRETE/BLOCK SHEET 24 FOLLOWS: MAXIMUM SPAN TABLES SHEET 25 ! SHUTTER-TECH•INC. ANCHOR SCHEDULE, CONCRETE SHEET 26 MIAMI.FIL I MIAMI- DADE COUNTY PRODUCT CONTROL APPROVED. j AREA 4• FIV WINDOW BLADE 1nA ONLY 12. BERTHA H.V.ACCORDION SHUTTER SYSTEIA'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. TYPICAL WINDOW BLADE&WINDOW DETAIL SHEET 27 13. (a)THIS P.A.D. PREPARED BY THIS EN ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE PAD. TYPICAL SHUTTER ELEVATION SHEET 28 (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS PAD., PROVIDED HE/SHE DOES NOT DEVIATE AREA 5• HV WINDOW BLADE M ONLY FROM THE CONDITIONS DETAILED ON THIS DOCUMEM.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. INSTALLATION DETAILS. METAL STUD WALLS SHEET 28A (a)THIS PA.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE PAD. ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE PAD. ENGINEER SHALL SUBMIT TO TIIIS LATTER THE SITE SPECIFIC THIS DRAWING SHALL ONLY BE USED TO DRAWINGS FOR REVIEW. OBTAIN PERMITS IN THE STATE OF FLORIDA (e)ORIGINAL PAD.SHALL 13EA2 THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. A,j( FLORIDA BUILDING CODE (High Velocity Hurricane Zone 4/9 ©2017 TILTECO INC.(ENGINEERING) ©2017 EASTERN METAL SUPPLY,INC. PaanurrRrvlsLD y>Q:'JGENSIP MAXIMUM IMPACT HV1 HV2 u c'^ -8 nilh llo Mgida = 5}{UTTER TECH >ixc. no;ldiagccda Cdu.4416T ACCORDION SHUTTER Acxej:israa No L7-0 05.03, _ �L �" COINC. BERTHA HV"ADDDrdtDn Stutter System Z '*L (ASSA g 26) .V.BLADE#I W OR W 0 N.V.WINDOW BLADE&N.V.BLADE By REV.N. DESCRIPTION DATE I Drawn LC. ,a0. Dl Can i A� '(�.V AA TILLIT TESTING & ENGINEERING COMPANY 7485 WEST 2 COURT 1 OLD 15-155 7/2e/1 DATE: 07/28/17 0 .•�r{J7 �T A 67M N.W.NON.SL,Sta.OAS.NRQNIA GARDENS,rIOPoOA 11166 AA Phone:(305)871-1530.Faz:(305)871-1531 • 1L n:ultaa0000l.aom Ham. FL 33014 3 DRAWING No a-ma S��NA1 I' EB-0006719 A TLUT Jr.P.E. PH (305) 823-2323 FAX (305) 826-7979 4 j 7-��1 WALTER FLORIDA tic @ 44167 5 SHEET ! MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE 6 1 OF 28 }ii VARIES 3Y FOR 1.'MNLW A 491 h"i• � p •na o 63fi ss. _ Max. N 1.2 0 9.704 R r G P.454• .090 ' cf - 4.37 5gq• `�,l 4.385" m•y m' s 4.857' l 4.857 .999" .375' ry a 1 V SO GLAD Y, OS Hy 90'/1 80' STARTER COVERED NT # 5458179 OHV BLADE 3OHV UNIVERSAL FLOATER ° QUALIFIED FOR USE W/ HV HV WINDOW BLADE* COVERED NT # 5458179 QUALIFIED FOR USE W/ HV BLADEQ&Q ®HV DIRECT MOUNT BLADE 10®&(2) SEE LIMITATIONS OF USE OF BLADE ®ON SHEET 28 005-TS ALLO MPER . 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W HV 6063-16 ALLOT AND TEIXPER 6063-T6 ALLOY AND TEMPER BLADE O,®&d 37" 3.2 6' 00' 6065-TG ALLOY AND TEMPER A24' WSL.ADE & .2 0' n .670" " `� 085' t4 v, 072 842 0.072' 4.436' S7 HV ADJ, ADAPTER WHIP 'zo1.375' RACK QUALIFIED FOR USE W HV ®HV WAL -OVER TRACK BlA0EO1 ,®&d QUALIFIED FOR USE Wf HV BLADE tO&Q 9�HV TRENCH TRACK s" 3750•60 Y AND TEMPER 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 606 ALLOY AND TEMPER BLADE(2)ONLY. HV AEI-NGUARD 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE 1 & 2. 1.917• I". VARIES1. m 1.936' _ VARIES 1936, 6063-T6 ALLOY AND TEMPER 083' 083' Mox. _ Maz. 2.035' o� $ .o83' c .08.3 .093' :093" _ to 060' 2` .060" ,060" n 670 'a .093' .0 "•p m 140^ 0.220.1 Ole' 670 .060 '6 A- (I.D.) 1.686, 1k 3.520" 0.2 670 .5 3.529" V7702Aq•' 630 11 HV CEILING HEADER 3591 QUALIFIED FOR USE W/ HV 1 HV HEADER/SILL 13 HD CEILING HEADER/SILL 15SHo CEILI G HEADER/SILL BLADEO7 & QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ IN 14 HD WALL HEA DR-RILL QUALIFIED FOR USE Wj HV SEE SECTIONS FOR`VALIDITY BLADEO1 & ® BLADE O&1 tiA BLADE 1Q,®& SEE SECTIONS FOR VALIDITY `I QUALIFIED FOR USE Wf HV 6063-T6 ALLOY AND TEMPER 6 SEE SECTIONS FOR ACIDITY BLADED& 6063-76 ALLOY AND TEMPER 063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER SEE SECTIONS FOR-VALIDITY + 6063-TG ALLOY AND TEMPER I X Y t PON 2 BLADE 5° COM Tl T2 UALFIE Z' 2' 1 1' OA62" 3' 3' 0.090" 17 2" 5'MAX. 1/8' 1/8, HV tO 16 ALID FOR USE QSIDE ANGLE S ALUMINUM ANGLES CORNER POSTS U W HV l8 @ (0 BLADE 1O,®&0 O z" 5 MAx. D.19z" 0.192 Hv 2 QUALIFIED FOR USE W/ HV QUALIFIED FOR U E W/ HV 6063-T6 ALLOY AND TEMPER BLADE (SEE SCHEDULE) 19 2.5" 7,MAX. 0.190 0.190' HV0 BLADE O & 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER ...,. FLORIDA BUILDING CODE (High Velocity Hurricane Zone 2017 EASTERN METAL SUPPLY, INC. PRODUCTRSVism) ',,� C Or . ©2017 TILTECO INC.(ENGINEERING) MAXIMUM IMPACT HV1 HV2 as comp➢yin",u43h the 11ceida Q, •G�•NuG•'••. SHUTTER TECH, txG ACCORDION SHUTTER B0,11-nu;Ada _ YY :• AGrewaxce N•3{� �J G aA4 - 'L E C® INC. 6ERTHAHV Ar Ordian ShOtterSystem �4 D (ASSA # 26) .v.BIADE III W OR W O H.V.WINDOW BLADE&H.V.BLADE#2 REV.N DESCRIPTION DATE Dmw b. L.C. Sy. � f ; ty TILLIi TESTING & ENGINEERING COMPANY 7485 WEST 2 COURT P•7iaviL G,I';Ca,enl ,� k/ Q 6355 N.W.361h.St.Ste.3o5.Nll� GARDENS,FLORIDA 33186 1 OLD 15-155 7/29/1 DATE: 07/26/17 Q'•' �� Phone:(305)871-1530.Fax:(305)871-1531 HIALEAH, FL 33014 2 DRAWING No �_ 1A .-A:WewmoaLrom 3 eeSlONA�-k�L�`t WAL.TER A.0TI 0LLTIJ.P.E PH (305) 823-2323 FAX (305) 826-7979 4 �7- FLORIDA Lie.B 44167 5 SHEET MIAMI-DADE COUNTY P.E. SEAL 6 2 OF 28 1 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. YYalter A. Tillit, Jr., P.E., certifidng 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 Systern Association, dated January 18, 2017, certifying this product to meet the criteria ofproduct tested and Metal Tech, Inc. to use the test results approved under approved, and allowing 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 r A. DRAWINGS 1. Drawing No. 17-111, titled "Maximum ImpactH71 HV2Accordion Shutter ';sheets I through 28 of 28, and 15A&28A,prepared by Tilteco, Inc., dated July 28,2017, signed and sealed by Ffalter 1. Tillit Jr.,RE on August 11,2017. B. TESTS 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 of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 1870097 9 F. STATEMENTS i 1. Letter by Tilteco Inc., dated July 28, 2017, signed and sealed by Mr. YT'alter A. Tillit, Jr.,P.E.,-certifying that the drawing No. 17-111)prepared for Shutter- Tech, -Inc. is in compliance with FBC, 2017 Edition. 62'Helmy A.Makar,P.E.,M.S. Product Control Section Supervisor I NOA No.17-0905.03 Expiration Date: 04/26/2022 r Approval Date:02/15/2018 lE-3 4.660' A29• •-20x1/' /4"-2D E CAST 4.576" ,745• 2.293" 0 334• 7 HEAD EA HOUSIND ENAMEL 1/!'-20 2.93" •745' S.S. CAM.9. BAKED PAINTED THRENIEO ME CAST 14OUSJW ENAMEL .540• qS ID" m ryp 6 BAKED PAINTED RAI '° o - 031 ,O o GRESS TURN •w H m KNOB. O o s2, .062' 0' mo n a 5' 1.25• oyn' -.I .31a BRASS CYLINDER BRASS CYLINDER :45q.T�) Et KEY (CHROME (CHRONE PUTEO) 21 HV CENTERMATE 's. m^ ® HV LOCK ® G QUALI FOR USE W/HV BLADE 1 ii ONLY l�2FLOATING .'CE R o5 3-ifi ALLOY ER QUA. IED FOR USE W/ HV BLADE 1 & 1 ONLY �� 3.023• .s7 QUALIFIED FOR USE W/ HV QUALIFIED FOR USE NL HV 6063-i6 ALLOY AND TEMPER 2 CORNER CE A E BLADE(3 & ®ONLY. BLADE 1Q& ®ONLY. QAALIFIED FOR USE W/ HV BLADE0 ONLY 250'O.D. 18• 2.74' 6063-T6 ALLOY AND TEMPER PLASTIC HEAD 1. I MOLDED TO I. °0 .045' 2 18' SCRESCREW1.756' .922' 2.079' 1.753• 11 .360•AFTER RIVETING DD' 0 06'L o p 8 5• ? BEFORE RIVETING jt-20 x 3/4" ° S S. THUMBSCREW ,.DOD• `•' 1/4"9-20 RIVNUT* 0 SERIES 9444 ALUMINUM(2024-T3 ALLOY)LARGE FLANGE THIN 2750 I r 2750' I __ _ .822". CHERRY TEE1ROHNP PARSIPPENY.N Y JEERSFEY 07054 ORAEQUAL PLAN FRONT ELEVATION �� HV MALE "T" LOCK CENTERMATE ;.566 HV ALTERNATIVE LOCK © LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV 13L NDE OONLY ® HY FEMALE 'T" LOCK CENTERMATE ® HV "T" LOCK 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FOR USE W/ HV k QUALIFIED FOR USE W/ HV BLADE 1QONLY QUALIFIED FOR USE W/ HV BLADE W/HV BLADE( ONLY. BLADE(1)ONLY. 1 6063-T6 ALLOY AND TEMPERR'' 6063-T6 ALLOY AND TEMPER .917 • 'D17. 3.161 o � - 00 3 LI THUMBTURN I a 030 CYLINDER OR .063' .063 .062• KEY CYLINDER .214" m .214' .545' n 0.875'Min. m 1 .125'Max. ii 31 HD CE ee RO ® D M E W LOCKING ROD n - ° n t QU FOR USE W/ YP! & 2 QUALIFIED FOR USE W/ HV BLADE 1 & 2 .eoa" b - 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER ND CENTERMATE'S INSERT QUALIFIED FOR USE W/ HV BLADE 9, A)& m 8 VARIES, 12•MAN. 1 130• 6063-T6 ALLOY aAND TEMPER r THUMBTURN 1/4'9-20 SS.OR 3/6'a-te t1/2' '�- CYLINDER ACETAL THUMBSCREWS. 00 _ OR KEY (SEE PETALS) (.'riINOER 1.57 Alin 1.78'Max. ® LOCKING ROD s7s D 1l4 o ® H OC f IS[ 304 DY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. QUALIFIED FOR USE W © }�I r 3�" ACETAL U BSC S QUALIFIED FOR USE W/ HV BLADE 1O&O2 6063-T6 ALLOY AND TE ER THUMBSCREWS Q SS INSTALLATION WILL REQUIRE A 7/16" HOLE QUALIFIED FOR,US€xYV.HV�BLADE 1Q&© QUALIFIED FOR USE W/ HV BLADE 1 &� D11771LLED AT TRACKS FOR PROPER EMBEDMENT FLORIDA BUILDING CODE(High Velocit Hurricane Zone I I 0 2017 EASTERN METAL SUPPLY,INC. ©2017 nLECO INC.(ENGINEERING) MAXIMUM IMPACT HV'I HV2 Wwmi'tunucT•r vsBo ,>•yl@'• 'GENS •.'9 DuRdI.codviol.haF!Gr,'La �'�? 6' _ SHUTTER TECH. imm AJ:LticB Ca1?. , ACCORDION SHUTTER A:CfLps,mg ND BERTHA HV' AccoxdtoB Shutter System FxpieNtko i x.p 'L E O 1 N C. (ASSA #,26) R B[ADE 1 W OR W 0 H.V.WINDOW BLADE&H.Y.BLADE N DESCR1P110N DATE Omwn h. L.C. isp ��� '�:��I � ��� TILLIi TESTING & ENGINEERING COMPANY 7485 WEST 2 COURT I 01D 15-155 7/28/t DATE: O7/2B/17 :MiitlD:e Da, ., 30ci Con.cl E 63M N.W.361h.St..Ste.305.VIRGINIA GARDENS,FLDWDA 33165 Phone:(305)871-1530.Fax:(306)871-1531 HW..EAH. FL 33014 z DRAWING No 1 e-ma0:U11eeo040I.eom 3 '91ON ��1�111� WALTER aiOwrtdr.P.E PH (305) 823-2323 FAX (305) 826-7979 4 17- 11 s �i"VO FLORIDA Oa!44167 5 SHEET MIAMI-DADE COUNTY P.E. SEALrSIGNATURE/DATE 6 1 3 of 28 J/8.0 41 SHUTTER ASSEMBLY SCHEDULE FOR 40 HV IT, HV IR AND HV Q BLADES. ZV M O HV BLADE 1 3g ° 3 HV BLADE 1Acli Iw ff Q HV BLADE 2 Q� or l 0 a7 "m 40 M 3® HV LONG RECESSED NYLON BUSHING .315"0 39 HV SHORT RECESSED NYLON BUSHING 40 HV NYLON HAT WASHER EXTERIOR - 41 HV WHEEL CARRIAGE AISI 302-303 SERIES 41 �aV^m '0 $ 0.870"x3/16" THICK NYLON WHEEL. I I I cv— 39 l 38 0.188"0 AISI 302 SERIES S.S. RIVETS 0 Q® or I ®, or 43 (SEE NOTE FOR I l 1® Or(2) I ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD * EOUIREMEN7S) I I I I 1 EXTERIOR �3 HV 2 3/4" ACCORDION PIN W/ #8 HEAD Y 1 t ® POLYCARBONATE IMPACT RESISTANT HV WINDOW g0 Q® orQ (SEE SHEET 27) a 3 NNE ! ® 4 " TYPICAL SHUTTER ASSEMBLY SCALE: 3/8" = 1" HV PIN®OR®AT EXTERIOR (1) HV PIN®SHALL ALWAYS BE USED AT ALL EXTERIORBLADE'S i BLADE'S *C FOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/HV 1D OR - 00.324" HV @ BLADE. _ 3 (SEE NOTEE FOR B-II- ® REQUIREMENTS) (2) HV PIN®MAY BE USED IN LIEU OF® 0 AND ONLY AT TYp, l EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HVO2 BLADE WHEN CORRESPONDING TO INSTALLATIONS "CC"AND "DO", SHEET 22. t (3) HV PIN ®OR®W/ 1/2"O.D. 1/16"THICK S.S. WASHER !lu SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, WHEEL CARRIAGE DETAIL - ASSEMBLY LAYOUT SHEETS 11 & 24. N.T.S. N.T.S. FLORIDA BUILDING CODE(High Veloci Hurricane Zone PP.oDULT!tEVISBG p - ©2017 TLTECO INC.(ENGINEERING) m 2017 EASTERN METAL SUPPLY,INC. t5,cauytying"iih1ho F107(da \GENp�`'•.,� � SHIITTERTEC}{, oral MAXIMUM ACCORDION PION SHUTTER HV1 HV2 Bfii:d;'ns CDd: ACCORDION SHUTTER recce jiv:ce Alm • 1 �+ F.:L�iM'Da D:1=�y •� t : 11.E CI C O I N C. #I W/O W/O AcmrANDOW u BLADE E&H. I .. � (ASSA r9 26) M.BIAOE 1 W OR W 0 H.V.WINDOW BLADE&H.V.BLADE#2 EV.N. DESCRIPTION BATE Drawn b. L.C. !7— r '�'•, R4 �A TILUT TESTING & ENGINEERING COMPANY g,Ty DD?C:: (ON.Conrc (, � 7485 WEST 2 COURT 1 OLD 15-155 7/28/+ DATE: 07/28/17 •• F P '•��� 6355 N.W.361h.SL,Ste.305.VIROINIA GARDENS,FLOMOA 33166 •` Ct) 10%•' Phone (305)871-1530.Tax:(305)871-1531 HIALEAH, FL 33014 2 3 DRAWING No c. •`••••• 1�1 a—maE81100067191—re 5 .S/ONA1.� ��' WALTER A TILUT Jr.P.E. PH (305) 823-2323 FAX (305) 826-7979 4 1 7-1 1 1 FLORIDA Ua.®44,67 5 SHEET MIAMI—DADE COUNTY P.E. SEAL/SIGNATURE/DATE 6 4 OF 28 ( ® a *NOTES ON`HV LOCKS AND CENTERMATES: _ A 6 C 6 �� N N U S T ®^LJo®• _ _ _ •®o.®.�$ 1. MANDATORY CONORiON 81:ONE HV LOCK®or®SHALL BE USED AT 1/2 OF SHUTTER SPAN TOR ANY AN OR 12 ABOVE OR BE}^OW �2 OF SHUTTER SPAN FOR SPANS UP TO 105",AND FOR INSTAL SIONS AT ANY ELEVATION . HV LOCK 12J or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO�1 OR CENTERMATES W/(2) 1/4"0-20 x 1/2'LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON O�®� TYPICAL SHUTTER ELEVATION. 16 V 2. LIMITED MANDATORY CONDITION A2 ALTERNATE TO MAmpgM CpNnMDN D ZNLY FOR FI00 C LING INSfAIIATIONS. TWO HV LOCKS OR OR ONE HV COCK OR W/TWO v v LOCKING RODS 5(5 AT TOP 4 BOTTOM SHALL BE SED F 11 ANY SPAN AND IN AI LATIO AT ANY ELEVATION. HV LOCK®OR®SHALL BE ATTACHED TO®OR©CENTERMATES W/SAME SPECIFICATIONS AS PER DDT xv� MANDATORY CONDITION #1. LOCATION OF LOCK/LOCKS AS APPLICABLE SHALL BE AS INDICATED ON TYPICAL X v SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE 13 ON SHEET 12. IF HV DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO ++ 55 LOCKS OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES a A y9 OR®SHALL BE AS INDICATED ON NOTE (1)ABOVE. ` III 3� o LOCA�1ON OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. PE" 4. J2 (MLID ONLY WHEN Al OR LIMITED MANDATORY CONDITION xoc-xvc ��s FJ TO LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY ® E USED IF DESIRED ENHANCE SHUTTER PERFORMANCE. LOCKING RODS Q§OR AN ALTERNATIVE DEVICE i3�o29 B= Y ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). �����s F Q1 3 Qe � 5.MANDATORY CONOTROM N2:ONE IN LOCK®(�'�®SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN V AND INSTALLATIONS AT ANY ELEVATION. HV LOCK Y or 0 SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, DO-xovo os ATTACHED TO®CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2'LONG FLAT HEAD S.S.M.S.TWO LOCKING RODS AT TOP & B01TOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. � v 6, • ONE ALTERNATE HV 10CK MAY BE USED IN LIEU OF HV LOCK or FOR ANY SPAN AND �NUTTIONS AT ANY ELEVATION.AL ATE LOCK3/4'S.S.THUMBSCREW TO®OR SEEEND AS SHOWN ON SECTNHVE, SHEEP 8. ON NNECTION KS AT I"OF SHUTTER SPAN. DETAILS ON D F E X I J K L D P 0 R V W X FULL HEIGHIT. *NOTES ON HV "T" LOCKS AND CENTERMATES: OF CORNER 1' NUF117EU MD ONE ALTERNATE HV -r LOCK MAY BE INSTALLED IN LIEU OF HV LOCKS OR FOR ANY SPAN AND CENTERMATE I STALLATIQ AT ANY ELEVATION.ALTERNATE LOCK® Y BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT QDR®oR©•Oo6®°°1D • OF LOCK Qq INCLUDES USING REINFORCING LOCKER AS SHOWN ON SECTION HVG• SHEET 9,WHICH MUST BE CONNECTED TO CENTERMATES®AND®W/ 1/4"0-20 x 1 1/2' LONG S.S.THREADED BOLT W/7/8'0 x 3/32" I *15 a WINGNUT OR W/ 1/4-0-20xl'S.S.M.S. INTO A 1/4"0x 5/8" RNNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" +© O O+O MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS®TOP AND BOTOM IS MANDATORY. 6 • 7 *18� *NOTES ON HD LOCKS & CENTERMATES.- O O O O O 1 ONE ALTERNATE HD LOCK( MAYBE USED IN UEU OF FP/$ + $oR 9+ 3 oR 19• 5 LOCKS OR FOR ANY SPAN AND INSTALLATIONS A ANY ELEVATION.ALTERNATE HD LOCK®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK 03 TO®IS W/3 B8 x 3/8•F.H. S.S.M.S.,AND INCLUDES i _TYPICAL C HHV BLADE SHUTTER ELEVATION REINFORCEMENT INSERT®AS SHOWN ON SECTIONS HD13-HVB AND HDC-HVC,SHEET 10. LOCK MAY BE INSTALLED AT N.T.S. MIOSPAN OR 12 MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS®IS COMPLETELY OPRONAL F� FLORIDA BUILDING CODE Hi h Velocity Hurricane Zone) PRDDUL`i RF.VIS[>C `7'��;��VS�•• - .©2017 TILTECA INC.(ENGINEERING) �2017 EASTERN METAL SUPPLY.INC. r� a1 :;,,11wF1n do t}Q167 SHUTTER TECH. )NG MAXIMUM IMPACT HV1 HV2 �e=1 -f e ACCORDION SHUTTER F.cttr•LYrCr 1v0(` I L `C® I N C. BERTHA HV° Aaordlou Shutter System (AssA y 26) V.BLADE 1 W OR W 0 H.V.NANDOW BLADE ?Vinci i)^�c'roer:rr C±,rir-' Q` _ TILL IT TESTING & ENGINEERING COMPANY FL Ev.N DescmPnoX DATE Omrn t. LC. DR,Q• ' 1` 7485 WEST 2 COURT '••........••' � 1, 63MW N.W.36th.St.,Ste.305.VI=tl GARDENS,FLORDA 33106 1 OLD 15-155 7/ze/1 DATE: 07/28/17 t Phnne:(305)e71-1530.Fax:(305)871-1531 HIALEAH. FL 33014 a EB G0006719.com 3 DRAWING No ' WALTER A 71LU7 Jr.P.E. PH (305) 823-2323 FAX (305) B26-7979 1 7-1 1 1 i s MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE FLORIDA L'c. 44 87 SHEETe 5 017.2$ f o � POURED CONCRETE OUR ED POURED OR CONCRETE BLOCK CONCRETE CONCRETE CONCRETE ANCHORS REQUIRED 1/4"0-20x3/4'S.S. REQUIRED REQUIRED CONCRETE ANCHORS MACHINE SCREWS CONCRETE ANCHORS - (SEE SCHEDULE ON (SEE SCHEDULE ON W/ I/4°-20 SHEET 13) - - SHEET 13) -- - - - NUTS® 12'O.C. (SEE SCHEDULE ON SHEET 13) 1• --- 12 OR 14 Min, 1/4'0-20z3/4"S.S. Min. E EO MACHINE SCREWS --_ Q EQ USING 1/4'-20 NUTS 2' __- ® 12"O.C. 1/ E.D.* /2• .zs'Mox __ _ 13 OR 15 _ 13 oR 15 Z.D I I .250'Moz. D'* r-- \ - .250' / I I ED I OPTIONAL i , i I 1 D. /) ^OPTIONAL I MIN SFPN7ATION I TO C4ASS(SEE MIN.SEPARATION ' I SCHEDULE ON rr,l - i I r' (SEE TSCHEO 0 LSE 0 I I 1 �I 12 FOR BADE(1)AN , µIQ ISTING ON SKEET 2H FOR I I 1 1 OR 1� i MIN.SEPARATON EXISTING SHEET 12) IXGLASS--I BLADES( &© I I I TO GLASS I I I 1 GLASS —(SEE SCHEDULE ON— EXISTING SHEET 12) I I t cuss— ©HV WALL HEADER INSTALLATION QA HV WALL HEADER INSTALLATION BO HV WALL HEADER INSTALLATION EXISTING EXISTING r GLASS MIN.MN.StPA1(TION —(j)OR 1 I 1 1 EXISTING I MIN.SEPARATION 1 TO CLASS SEE i I I TO GLASS 'S[SF111 F ON SI/EET I i - CLASb.DA (SEE SCHEDULE ON j 1 12 FOR BADE 1 MD i MIN.SEPARATON SHEET 12) i a I TO GLASS I I� B SHEET 28 FOR BLADES 1Q&® s (SEE SCHEDULE ON I OPTIONAL ' 7IIII— Y, i SHEET 12) _ I t, Ii�1/i'Mar. E.oanoruL OR____ /Z 19 13 OR Q EQ O -- 12 DR 14 -- -- MN. I/4.0-20x3/4•S.S. --- To PHIWPS TRUSS HEAD MACHINE SCREWS USING CONCRETE ANCHORS 1/4'0-20x3/4•S.S.PHIWPSONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS 1/4'-20 NUTS® 12'O.C. (SEE SCHEDULE ON W/ 1/4•-20 NUTS® 12 O.C. (SEE SCHEDULE ON SHEET 13& SA) Min, POURED CONCRETE SHEEP 13& 15p) I POURED ONCRETE OR CONCRETE BLOCK I OR CONC E BLOCK NCRETE ANCHORS REQUIRED I , WALL REQUI D OD HV WALL SILL INSTALLATION (SEE SCHEDULE ON OF HV WALL SILL INSTALLATION POURED CONCRETE SHEET 14& 15A) OR CONCRETE BLOCK O HV WALL SILL INSTALLATION INSTALLATION DETAILS W,/ 10 HV BLADE & WALL REQUIRED - NOTE COMBINATION SECTIONS; (� HV + 1A HV BLADES) AS APPLICABLE 1—SEEE S SHEEP 4 FOR TYPICAL SHUTTER f E.D. —EDGE DISTANCE ASSEMBLY (SEE SPECIFlCATIONS ON SHEET 14) SEE U71ONS OF USE FOR I 2-MOUNnNG SECTIONS CAN BE COMBINED BLADE 1�ON SHEET 28 IN ANY WAY TO SUIT ANY INSTALLATION. I FLORIDA BUILDING CODE High Velocity Hurricane Zone I ©2017 TILTECO INC.(ENGINEERING) ©2017 EASTERN METAL SUPPLY,INC. VRODU.^-T RcvlggD , �, MAXIMUM IMPACT HV1 HV2 m cemplyinB wTL:tSe F7adJa ''� f•'':9 �HUTTEATECH. Im ACCORDION SHUTTER ' Onil4ing Cede ////1111II(I���� � l Acceptance No_ �� �, FxpiP'Dn DamO IL E C O AMC. BERTHA HV Accordion Shutter System t (assA # 26) N.BVDE 1 W OR W 0 N.V.WINDOW BLADE k H.V.BLADE !ST,47;1, :♦� IEV.N DESCRIPTION DATE Dra*n by: LC. TILUT TESTING & ENGINEERING COMPANY 1 OLD 15-155 07/28/I DATE: 07/28 7485 WEST 2 COURT (L \\ 6355 N.W.JBN.SL,Sta.705,VIRa1NlA GMDQIS,FLORIN J]186 /17 \ p)._:(305)871-1530.Fox:(305)871-1531 HIALEAH, FL 33014 2 �'•.. 1\ a—ma'I:Gltcco®ool.eem DRAWING No cS�ONA1��,iT''�1 WALTER A TILUT Jr.P.E PH (305) 823-2323 FAX (305) 826-7979 4 1 7-1 1 1 MIAMI—DADE COUNTY P.E. SEALJSIG' AljTU l E/DATE FLORIDA Uc.y 44167 s SHEET D 6 OF 28 POURED CONCRETE ANCHORS i MN s[Per6uxty OR ®� CONCRETE (SEE SCHEDULE ON SHEET 14)• m tans REQUIRED 1-.Wa(�y1fu I I uix.6rpA+unax j SLABIIF i 1Q1 91FEt ae itli f Srotl�EouE q+ D. APPLICABLE E05TVNC BAOFS©hQa l scK tLE ' clAssl I � ALTERNATE i i i i ' I ANCHOR i 1 Ali I' LOCATION I tt 1 #'10x3/4•HEX WASHER ITEM aIG j oR j 3 OR 15 3/8 wN. TEK SCREWS® 12'O.C. 3/8 w. CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 14) $ ii WF.LATHEAD EXISTING EDGE OF i i'' II' IDLEOF SLAB IF GLASS--� SLAB B 1 I /1/2 1 E�IFApPL1CABLE 4PARADDN APPLICABLE q, EQ� APPLICABLE POURED CONCRETE REQUIRED .0.• E.D.* ORS (SEE SCHEDULE ON SHEETS 15& 15A) © HV CEILING INSTALLATION ® HV FLOOR INSTALLATION t ©HV WALK—OVER INSTALLATION CONCRETE ANCHORS C (SEE SCHEDULE ON 15 SHEETS 15 & A) ^(scr wim an I I I F NG I t I I t •1 EXISTING MIN.SEPARATION I t GLASS---I MIN. SEPARATION ' EXISTING 3 GLASSY LE TO GLASS GLASS^i i SEE SCHEDULE O ' I TO GLASS SHEET 12) i (5�SHEET ' I �� t l t i I 1f4• ) i i j o 7t• 13 DR 15 110x3/4-H X WASHER .B• / HEAD TEIC S REWS 0 1 B• 1 EE 814x3/4" HIX 3 HEA D _ / �" 12.O.C. _ i i 1/4• TEK SCREWS 9'O.C. 111 Q14xJ/4'SO. t __ Max. CONCRETE ANCHORS m _ _ 6 r 7O a/ OR 1f4'0-20 S.S.M.S. 1 1 4 0 9'0.C. W/NUT 09.O.C. i (SEE SCHEDULE ON n j 7 R 18_ I SHEET 15 -' -ff�----' 17 OR 18 1/2• 1. #14x3/4'F.H.S.O.S. EDGE OF _ ®9.O.C. / 1 /8• 1 7/B SLAB IF CONCRETE ANCHORS SEE NOTE 13(b) 0 / APPLICAB POURED C CRETE LE (SEE SCHEDULE ON POURED CONCRETE ON SHEET 5 OR CONCR BLOCK SHEETS 15& 15A) OR CONCRETE BLOCK REOUIREO REQUIRED NA OPTIOL POURED CONCRETE QK L L00 S ALLA © HV WALL WALK—OVER INSTALLATION REQUIRED QQ HV RAINGUARD INSTALLATION t INSTALLATION D,ETAILS BLADESW/ C10 HV BLADE & NOTE FOR COMBINATION OF SECTIONS: t Tom' HV 1/••1 HV ) A S APPLICABLE *E D. -EDGE DISTANCE THIS INSTALLATION SHALL BE ii 1-SEE SHEEP 4 FOR TYPICAL SHUTTER REMOVABLE WHEN PERFORMED SEE LIMITATIONS OF USE FOR ASSEMBLY (SEE SPECIFICATIONS ON SHEET 14) ADJACENT TO AN OPERABLE EXIT BLADE([DON SHEET 28 IN MOUNTING SECTIONS CAN BE COMBINED OR ENTRANCE 0 IN ANY WAY TO SUET ANY INSTALLATION. ' FLORIDA BUILDING CODE (High VelocityHurricane one It y •, 2017 EASTERN METAL SUPPLY,INC. J ©2017 TILTECO INC.(ENGINEERING) © PRODUCT RF.:V15%D ' ��'•.•••' �A� MAXIMUM IMPACT HV1 HV2 e•comnlyitty with the M"da Q:• \�gNSE''•••,. SHUTTER TECH, tNC. ACCORDION SHUTTER j Bnildir,8 Cale ` AccePlBnec No - BERTHA HV Accordion Shutter System F-P 'oaP.Dtc • •; 1 L E C O INC. (ASSA # 26) - .V.BLADE#1 W1 OR W 0 H.V.WINDOW BLADE&H.U.ME#2 By Q EV.N DESCRIPTION DATE Or— LC. MLmi Dad uct Contra .O'. S ATEOf crr ` TILLIT TESTING & ENGINEERING COMPANY 7485 WEST 2 COURT 6355 N.W.361h.SL.St..305,MAGNA GARDENS.FLORIDA 33166 I OLD 1s-155 7/2B/I DATE: 07/20/t7 Q'•' ��� Phone:(305)671-t530.Fox:(305)871-1531 HWSM, FL 33014 2 DRAWING No I1 c-may:tillec0000l.corn 5 -,��Fe[i••:•••••••��llll EB-OD06719 ''�—'�' j IONA�. III WALTER A TIwE Jr.P.E PH (305) 823-2323 FAX (305) 826-7979 4 FLORIDA LIa.9 44t67 5 SHEET MIAMI-DADE COUNTY P.E. SEAL I��GT��TURE/DATE 6 7 OF 28 _�EE END WALL 0 D I 0 S SEE NOTES ON LOCKING RODS 3® fN LOCKS or 2® OUT 9D' IN T ,—EXISTING CLASS INSTALLATIONS W/ 1 HV **'NID ALTERNATE HV LOCK®ON SHEET 5. BLAOE SLACK DETAIL HVF IS VAUD FOR ALL BLADE W HV CENTERMATES CENTERMATES APPLICATION WITH BLADEQI 1O+t5�Q. 13aR©+©" ML, SEE END WALL CONNECTION EXISTING GLASS DETAILS ON SHEETS 11 & 20 Owl+ � ---------------------- ---------------------- — � 2'x2'z1/8•x0'-2 I O+ 18 aR O+OoR 19+� 3 1/4" W(6063-T6 ALLOY)AN. I - 7" 6 7/2' 7• ANGLE W/(2) 1/4"C TAPCON ANCHORS TO CONCRETE 1/2" S YCAL (TOP/BOTTOM)k I �tOx3/4•S.N.S.b 1z" CENTERMATES CENTERMA ES II (4)dtOxl/2•S.M.S.TO TUBE D.C.ruLL LENOHT. W/ HV LOCK 4 or MIN TO GLASS I� I AT EACH ANGLE (TTP) I _ W HV LOCK 4 or 5 ® * Z G* I Z * (SEESHELTD 2) ON 5* 1 1 5 T90 O , 1©w®w®+ 70w®oR1o+03eR T — OUT 6O. w©.@°RQiO�I I VA HVB ©w®w©•O] oR®oR1D.O aR /S-TINGVQ POURED CONCRETE OR OO+© 00 O� CONCRETE BLOCK WALL __ 10+QS®+ + oR 1 +1©aR REQU ED I +®oRQ+®°P®+O --- �cx�sNc 8 S oR 1 s+ 3 aR 19• S w l IXImN SYMMETRICAL —— *—— N 6 7 « w 6 + 7 t °ft MIN. SEPARATION — 0 0 0 0 0 0�+O © O+® J GLASS CENTERMATES 6 w ro cAss rJ MIN. SEPARATIO IN ® * W/ HV LOCK 21�6* (IMER OR) O O © © O (SEESHC�12) ON TO GLASS —� 8 + 8 w 9+ oR 19+ 5 ) (SEE SCHEDULE 0 OPTIONAL _---_ SHEET 12) (INTERIOR) — L _ OUT — ----------- ------- ---------- / —_ CONCTE RETE I 2 * /ANCHORS O VARI S 3 3 VARIES 90' J:*@ w ® Lvvo. ® OUT 6 1/2"MAX.SLACK of IT * (EXTERIOR) HVD V 3 5 HVE HVF** I AC T„ FLORIDA BUILDING CODE(Nigh Velocity Hurricane Zone PRODUCT PS.VISrD �P:•�,�GENs• �.� ©2017 TILTECO INC.(ENGINEERING) @ 2017 EASTERN METAL SUPPLY.INC. rs cotryly ra8 w.dt 1lw FNwc,a F••• SHLiTTEA TECH, INC. MAXIMUM IMPACT HV1 HV2 Bait'ung Caic i+cce�te9ce Na Cl�.a3 ; ACCORDION SHUTTER fixpf. 'ea Dcta : IL E C O INC. BERTHA HV ALmtdioa Shutter System .p• : (ASSA g 26) .V.BLADE 1 W OR W/O H.V.WINDOW BLADE&H.V.BLADE t:Tt•9E1 Dad awct CanaI-, �f • ` EV.N DESCRIPTION DATE Drawn L.C. jti �Cj••, (V 1� TILLIi TESTING & ENGINEERING COMPANY 7485 WEST 2 COURT ?+� •••.�ORIOP.:'•'a,��� 6355 N.W.36t1.St..Ste.305.VIRGINIA GARDENS,FLORIDA 33168 1 OLD 15-155 7/28/1 DATE: 07/28/17 A Phone:(305)871-1530.Fox:(305)871-1531 HIALEAH, FL 33014 NALE ,L�'' c—rnea:tiltoc.Oaol.— 3 DRAWING No EB-0006719 �' MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE WALTER A TILUT dr.P.E PH (305) 823-2323 FAX (305) 826-7979 FLORIDA Uc.1 44,67 5 SHEET 6 8 OF 28 ALTERNATE INSTALLATION W HV "T" LOCK 30 HV SEE END CONNECTION DETAILS ON SHEETS 11 & 20 MALE/FEMALE "T" LOCKS CENTERMATES 8 29 & LOCKERS 20 W/ n HV BLADE * o OI IT 90, I� r1f"�EXISnNG GLASS lJ I I BLADE 1Q SLACK DETAIL HVF, INDICATED ON SHEET B. O♦O '^ O O AS WELL AS UNIVERSAL PEDALING BLADE®DETAIL HD D-HVD, i ©ors®oR 6 ] a BUon 10 3 a+ INDICATED ON SHEET 1Q MAY BE USED WITH THIS ALTERNATE 1 O•05 p+Q+Oa+�.Q eR INSTALLATION.DETAIL HVG SHOWN IN THIS SHEET. ©-O-@-@© O-@OR SEE END CONNECTION DETAILS ON SHEETS 11 & 20 2•x2'xI/e'xW-2 (6063-T6 ALLOY)ALUM. ANGLE W/(2) 1/4'0 TAPCON 1/2' ANCHORS TO CONCRETE -� (TOP/BOTTOM)h L______________^___ (4)#10xl/2'S.M.S.TO TUBE ®I Ox3/4'S.M.S.® 12' _ AT EACH ANGLE(TYP) I • O.C.FULL LENGHT. 1J 3 30 HV "T" IN 30*HV "T" MINTO EG S LOCK (INSIDE) 1 3 LOCK (INSIDE) (SEE SCH DOLE ON SH 12) j I ,/ 1 28 �---� 29 1. 1' 1/2. 5 H 29 1 28 F- -i 2" I 5 35 OUT 35 3 2 1/4" 0-20 x 1 1/2" S.S.M.S. 2 NYLON SCREW HEAD * W/ 7/8"0 x 3/32" WINGNUT. * SEE NOTE-6 FOR HV LOCK 30 HV "T" LOCK (OUTSIDE) 26 1/4" 0-20 x 1" S.S.M.S. "T" LOCK, ON SHEET 5. W/1/4"O x 5/8" RIVNUT t. 30 HV "T" LOCK (OUTSIDE) t SERIES 9444 ALUMINUM VCj (2024-T3 ALLOY) LARGE FLANGE THIN SHEET NUTSERT, PART 0820, AS MANUFACTURED BY AVDEL CHERRY _ TEXTORN, PARSIPPENY, NEW JERSEY 07054 OR EQUAL - FLORIDA BUILDING CODE High Velocity Hurricane Zone PRODUCT REVISED ,,++•���.••\rxE ��� ©2017 TILTECO INC.(ENGINEERING) ©2017 EASTERN METAL SUPPLY,INC. e6 complyin with 11.Florida A U IIvildiOg Cal- NSE•''•;9 = MAXIMUM IMPACT HV1 HV2 ,awn �No ',to SHUTTER TECH. tN AE Dele���T�Tq�` �'3 IVO. ACCORDION SHUTTER �Tji E C O ,N C. BERTHA HV Acmrdion Shutter System ,/ (ASSA # 26) .V.BIAOE 1 W OR W 0 H.V.WINDOW BLADE&N.V.BLADE 2 Y1 :H'f EV.N pESCRIPDON DATE�-.oa o •'• rO� S� TILLIT TESTING & ENGINEERING COMPANY D.oe� L.C. 0k '' .C/ ��` � 6355 N.W.36th.SL•Stv.305•MRGINN GARDENS.ROMM 33166 7485 WEST 2 COURT I OLD 15-155 7/2B/) DATE: 07/28/17 ` 1 Ph— (305)871-1530.Fax:(305)871-1531 HIALFiW, FZ 33014 2 S��NAL ENG,ll''11 wALTEREA,m0u6i7 9 P.E PH (305) 823-2323 FAX (305) 826-7979 4 DRAWING 1 ' 17-111 •."'fii� FLORIDA ua.6 44167 5 SHEET MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE 6 9 E 28 JI y • SEE END WALL CONNECTION DETAILS ON SHEET5 11 & 20 �•�' EXISTING GLASS OUT IN -INSTALLATION n HV -BLADE- - - ��®�©'O�®°^10'O� W/ HD CENTERMATES n . & . SEE END WALL CONNECTION DETAILS ON SHEETS 11 & 2 ©•®�'♦®�®'O°fl-- -------- —L EXISTING c— -------^------------."—� Oj ' O«®oats«o3m19«O5 --- 2•x2•xi/g xV-2• I 35* 35 (6063-T8 ALLOY)ALUM. I/2 ANGLE W/(8 1/4•o I (OPTIONAL) 4 (OPTIONAL) TAPCON AN TO �10 x 3/4•B.M.S.® 12' MIN.SEPARATION (4) H.V. CONCRETE Q0P/80TrOM) . D.C. To GLASS PINS TYP. I N 3 k(4)014x1/2.&101.M - (SEE SCHEDULE ) (4) H.V. TO TUBE AT/E�A.C�H I ON SKEET 12 8 t/2" PINS (TYP.) a 6 g ANCLE.`111) CJ 4 5 8• O 1 5 90' 1 1 1/ 2• 1/2• �* 31 OR 32 31 OR 32 31 OR 32 31 OR 32 * 33 O O 35 HDA—HVA 20 4 3s* (OPTIONAL) HDC—HVC (OPTIONAL) HDB=HVB OUT SYMMETRICAL HD CENTERMATES SYMMETRICAL HD CENTERMATES W LOCK INTERIOR. W/ LOCK (EXTERIOR) . 5• 18 a+Q.(8 CR®�17 CR � * SEE NOTES ON LOCKING RODS Q & HD(D LOCKS ON SHEET 5 O O © O O I 8 t SaR 9« 3oa19� 5 3 ** UNIVERSAL FLOATING BLADEQ DETAIL HDD-HVD IS O VALID FOR ALL CENTERMATES APPLICATIONS WITH BLADED 3 lk'v; HDD—HVD** _ FLORIDA BUILDING CODE (High Velocity Hurricane Zone C O 2017 EASTERN METAL SUPPLY,INC. 1 v GN ©2017 TILTECO INC.(ENGINEERING) raonu�t revlseD ,�'y�Q:'�)GG Sir'•.. SHZITTER-TECH,INC MAXIMUM IMPACT HV4 HV2 rs cGmPtving wiUl tha Flawd� c ACCORDION SHUTTER (3uild:'ng Code Ace vutce Na BERTNA fiV -AcmliliOn Shntter5 em '�' n IIsta 1 L E C O 1 N C. (ASSA If26) .V.DIME NJ W OR W/O HV.WINDOW DIME&H.V.RIME 2 �..� �• '• `� TILUT TESTING & ENGINEERING COMPANY EV•N DESCRIPDOH DATE DrR.,n bv: L.C. ¢4 � 7485 WEST 2 COURT 2 Ded m.ucL Ciwvo"iv L t OLD 15-15s 7/zg/1 DATE: o7/2B/t7 6169 N.W.]fi h.SC.Ale.GCS.Y RC MA GREET 3.FLGR W J3,66 '__�.�'•.. Ofl10", _�� `�� Ph.-:(305)871-1530.Fox c(30S)871-1531 HIALEAH, FL 33014 2 DRAWING No I' `S NNAL c�,1't e-ma3:toaol.wm 3 •••� { y 1 EB-00060006719 1/—l 1 1 WALTER A.TILUT Jr.-P.E PH (305) 823-2323 FAX (305) 826-7979 FLORIDA,Ue.A 44167 5 SHEET MIAMI-DADE COUNTY 1P.E. SEAL/SIGNATURE/DATE 5 10 OF 28 1 n a y POURED CONCRETE POURED CONCRETE CURED CONCRETE q POURLU CONCRETE OR OR CONCRETE OR CONCRETE OR CONCRETE J\vr CONCRETE BLOCK WALL BLOCK MALL REOl11RED BLOCK WALL REQUIRED BLOCK WALL REQUIRED 71 REQUIRED EXISTING GLASS EXISTING GLASS :CON:ZANHOR/ EXISTING GLASS —(— 2"MIN ExL571NG GLASS ® 16"O.C. � ___( MIN.SEPARATION -�-'—17 1, � —{— / SEE 2•MIN. ) TO SCHEDULE O SHEET MIN.SEPARATION MIN.SEPARATION MIN SEEPARAnoN � ON SHEET TO GLASS(SEE i I TO CLASS(SEE i I TO GLASS(SEE 12 FOR MADE SAND SCHEDULE ON SHEET i SCHEDULE ON SHEET / / i ED EQ SCFEDLILE ON SHEET 1/16"x3"MAX. B DESSHE( FOR 12 FOR BLADE RAND � 12 FOR EIADE DAND 6063-Tfi BLADES & SHEET 28 FOR ON SHEET 28 FOR IONEEf 2B FOR ( ) CONT. 1/2' (LOCATE ATett BLADES Q&® ALUM.CLOSER I ` O& T� BLADES©& ERHER SIDE PLATE. (LOCATE)/2 ` ' OF O) AT EITHER SIDE JIN OF®) I •1•U5E I'OR 2'MAX. #10.1/2"S.M.S. ----- (AS ALUMINUM CUP)ANGLEB'x0-2'SS _--,- E9 16,O.C.a 16"O.C. 4 (6063-T6 ALLOY)AT MIOHEIGHT (1) 81ox1/2'S.M.S.TOO& (2)1/4'0 TAPCONS ANCHORS TO WALL'AT t'O.C.(LOCATE AT S DETAIL X FO ® EITHER SIDE OF D) 1 OR 5 DE CONNECTION1 ORZ10 ® SEE DETAIL X FO OR k TO TRACKS SEE DETAIL X FO 4 SIDE CONNECTION a®°"©'O7°'BO D• ®°.©.O°"©a10•©a TO TRACKS SIDE CONNECTION a 6•�7 a 8 IO•©a a a 6. 7 a�8� 0•®a 10•®5°'©��3°'©•®'a TO TRACXS IOw®°'©•®°1©'©a 10•�5a©'��•®a to•®a©'�K:/.®"' ©.Q-) @ (D 70•®° 6•O7 •©a©•7Q•®a i ©.�.©a©.�.®a ©.�.©a©•�.®a ©.Oaf.®� ®.©a�.pa�.®a l END CONNECTION DETAIL END CONNECTION DETAIL 1� END CONNECTION DETAIL 2U E D NI ON DETAIL 03 •P,REQUIRED ONLY FOR SPANS GREATER THAN 12'-0' POURED CONCRETE OR EXISTING A EXISTING GLASS CONCRETE BLOCK WALL GLASS 4 REQUIRED ---------- MIN.SEPARATION / #1 1/2 S.M. MIN.SEPARATION _ ----------- -=______- TO GLASS(SEE / 0 16" •c. TO GLASS(SEE Y 'L------ SCHEDULE ON SHEET SCHEDULE ON SHEET --'------- -_'--_-- B OR®OR�OR 12 FOR RADEDAND CONCRETE 1/2'MIN. 12 FOR HADEQAND ____________ J ©ON SHEET O ON SHEET 28 FOR ANCHOR 0 D BLADES O 2&FIX2 4 ______ - ----- 1 OR 3 OR 1 OR 1 CONCRETE BLADES &0 12"O.C. 1 5 0 ----- - ANCHOR Q ® I6• 1/2'MIN. 4 D.C. -- _ EQ 6 OR®OR�OR /MIN. 2"MIN. ♦ SEE EIM AON SHEET OF USE R BEE UTO OE28 t1�OR130R(90R(o VIEW rJ 1—OR aR PLAN DETAIL, X POURED CONCRETE OR I OR ® \\ ®^+Q•Q°•Q 10•®® IOa®a©•�+©•©a N STALLATION CONCRETE BLOCK WALL ©'7O ©°"©'UO •®a REQUIRED .®ap.�a®.®a 1 HV BLADE OR HV WINDOW BLADE INTO © O ©a© O ®a 0•®a®•®ap.® CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAI ION DETAIL© FLORIDA BUILDING CODE High Velocity Hurricane Zone ........... ©2017 TILTECO INC.(ENGINEERING) Q2017 EASTERN METAL SUPPLY.INC. PRUDUCi'RF.VISEU ''•�.10ENs�;.,,v9:, - MAXIMUM IMPACT HV•I HV2 y1 G�pI}iag N•tN;IE�e ITUnGc . SHUTTEH TECH.INC. ACCORDION SHUTTER 8atlalns cad: � •• e n L E C O INC. 41 W1 BERTHA HY,A, WINnShellerE H. I,::y�in•ice Dele � �� (ASSA � 2s) .V.BLADE 1 W OR{V 0 H.V.WINDOl4 BLADE&H.V.BLADE 12 �� TILLIT TESTING & ENGINEERING COMPANY 7485 WEST 2 COURT �'R O DATE D,aaa L.C. Mir>rn D:n1 0,nc Canl o �` @ OLD 15-155-t55 7/28/I ,DATE: 07/28/17 _ '•:�0 A,.• • a35s NW.3e6,.sL,sl,.3as.Hw6u cAR11as,FLORIDAFloww 33166 - E�`P{� •. RID _�4 .4 Ph_:(305)871—I530.Fax a(305)B71-1531 HIALEAH, FL 33014 DRAWING No �.. 0/0 e Q:Lltecooao6rom 3 NAL E��',TT'` EB-0006719 17-11 1 WALTER A.DLUT 4,P.E. PH (305) 823-2323 FAX (305) 826-7979 4 FLORIDA Ua,1 44167 5 SHEET MIAMI—DADE COUNTY 1P.E. SEAL/SIGNATURE/DATE 6 11 OF 28 SCHEDULE #1 SCHEDULE � SCHF UL�#3 *• MAXIMUM SHUTTER MAXIMUM SHUTTER * _ * N0 ♦ SEPARATION TO GLASS REQUIREMENTS MAXIMUM SHUTTER SPAN L+° OR L-' (ft.) SPAN "L+" OR 'L-'' FOR INSTALLATIONS W S SPAN "Lt" OR "L-" (1) L+:MAXIMUM ALLOWABLE SPAN FOR A GIVEN (1) SEE BELOW FOR MINIMUM SEPARATION TO ® ® / � (ft.) INSTALLATIONS LO MAX A.S.D.L DESIGN LOAD. GLASS SCHEDULE FOR SHUTTERS INSTALLED VITHIN $�NTERMATES. & Of or W ONE (ft.) FOR INSTA LATIO L-:MAX.ALLOWPBLE SPAN FOR A GIVEN NEGATIVE THE FIRST 30'-0"ELEVATION OF BUILDING HV(L�CK® or or 26 or HD W/ 0 N 21 & 22OW/ AS.O.DESIGN LOAD. MEASURED AT BOTTOM OF SHUTTER. LOCK S4 W/ C 0NING RODS 35�R S 2 22 0 E AV 24 0 25 R 26 LOCKS moo. HV (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR (2) MINIMUM SEPARATION TO GLASS FOR SHUTTERS CENTERMATES 20k 29 W/ ONE HV OR TWO LOCKING 0 (� WALL MOUNTINGS OR FLOOR/CEILING: INSTALLED ABOVE 30'-0' ELEVATION OF BUILDING, Q LOCT 30 6V/ TWO LOCKING OCK 24 0 25 OR 26 W/ N 0 35 TOP BOTTOM W ON / / MEASURED AT BOTTOM OF SHUTTER IS 3". & CONCRETE&W OD GIVEN A POSITIVE AS.D.DESIGN LOAD,DETERMINE MAXIMUM SPAN -L+'FROM SCHEDULE. CONCRETE&WOOD INSTALLATIONS O N N T TIONS O LOCK 24 R 2`As HA EE GIVEN A NEGATIVE A.S.O. DESIGN LOAD,DETERMINE asNo oGEs1.q FLOOR/CEILING A.S.D.oesGN WALL MOUNTINGS OTLu MAXIMUM SPAN"L--'FROM SCHEDULE. asO. cN MINIMUM PARATION TO CLASS SCHEDU I=('.X) WALL MOUNTING SH I ONE I nCK WITHOUT LOCKING RODS MOUNTING LOAD v..JJ LOAD(p.,.fJ FLOOR/CDUNG MOUNTING (+OR-) (+�+-) FLOOR/CEIUNC MOUNTINGS (+OR-J FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL N THE TTFR WL L+ (R) L-(/Q l F (R) L-(fl) L+ (R) L-(ff) L F (It) L-(11) MI DETERMINED SPAN BETWEEN 'L+'AND-'L-'. 30 13'-2" 16'-0" 13'-2" 16'-0" 30 12'-3" 14'-s" 30 13'-1" 16'-0' SHUTTER INSTALLATION W/ INSTALLATION W/ (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR SYMMETRICAL ,OPPOSING 35 12'-B" 14'-10' 12'-8" 14'-10" 35 1 V-9' 13'-B" 35 12'-7" 15'-7' COMBINATIONS IN BETWEEN WALL W/FLOOR/CEILING SPAN CENTERMATES CENTERMATES 40 12'-3" 13'-lo' 12'-3" 13'-10' L 40 1V-4" 12'-9" 40 12'-2" 15'-2' MOUNTINGS: 105" 3 5/16 1I 45 11'-11' 13'-1' 11'-11" 13'-1" 45 11'-1' 12'-0" 45 11'-9' 14'-3' FOR A GIVEN POSITIVE A.S.D. DESIGN LOAD: OR LESS 's 4' 50 l l'-7" 12'-5' 11'-7' 12'-5` 50 10'-9' IV-5" 50 1 V-6" 13'-7' DETERMINE: SS IV-4' l l'-10" 1 V-4" 11'-10, 55 10'-6' 10'-11" 55 11'-3' 12'-11" L,+=MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. ALLOW TO MAX 3 7/BS 4' ALLOWED 60 1 V-1' 1 V-4" I V-0' I I'-4" 60 1C'-3' 107-5" 60 1 V-0' 12'-4' La+=MAX. SPAN FOR FLOOR/CEILING MOUNTING 10'-10" 10'-10, 10'-7' 10'-10- 65 f0'-D' 10'-o" 65 lot-9' 11'-11- INSTALLATIONS. s USE 2 1TED FOR HD OR Xf (`S'� IR 3P4®. USE INDICATED VALUES FOR CENTERMATES. I 70 S'-8' 9'-8' 70 10'-7" il'-5" FOR A GIVEN NEGATIVE A.S.D.DESIGN LOAD: DETERMINE: 75 10'-1' 10'-1" W-10' 10'-1" 75 9'-4' 9'-4" 75 10'-4' 11'-1" MINIMUM SEPARATION TO GLAcc cCHEDULE I L1-= MAX.SPAN FOR WALL MOUNTING INSTALLATIONS, SHUTTER W/ ONE LOCK &TWO O Kll�',_N�RODS�R I gp 9'-10' 9'-9" 9'-7" 9'-50" BO 9'-0' 9'-0" 80 10'-0" 10'-9` L2--MAX.SPAN FOR FLOOR/CEIUNG MOUNTING WITH ONLY TWO LOCKS 85 9'-6" 9'- ' 9'-3° 9'-6" 85 8'-9' 8'-9" 85 9'-9' 10'-5' INSTALLATIONS, 90 9'-3' 9'-' V-0' 9'-3" 90 8'-6' 8'-6' 90 9'-5' 10'-1' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE SHUTTER INSTALLATION W/ INSTALLATIONO W/ 9'-0' 95 8'-3' 8'-3' 95 9'-2" 9'-10' MINIMUM BETWEEN 'LI+ 'Lz+', 11-'AND"LL-' SPAN '^!METRICAL 100 8'-9" 8'-4' 8'-6" S. 100 8'-1" 8'-I' 100 9-0 9-7 9'-7' CENTERMATES CENTERMATES I 105 e'-7" 7'-11" 8'-4' 8'-4" 105 7'-11' 7'-11' 105 8'-9` 9'-4' (4)GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM S.D.DESIGN LOAD TO O 105" 2 3/4"•r 3 3/I6- j ALLOWABLE SPAN AND NEGATIVE AR LESS 110 8'-4- 7'-7" 8'-2" 7'-11" 110 7'-8' 7'-7' 111) 8'-7- 9'-2" DETERMINE MAXIMUM ANCHOR SPACING. 115 8'-�2" 7'-3" 8'-0° 7'-7" 115 7'-6" 7'-3' 115 8'-4" 8'-11" >705"TO MAX. 3 1/4"•r• 3 1/4` ALLOWED 120 8'-0" 6'-11" 7'-10" .7'-4" 120 7'-4" 6'-11" 120 8'-2" W-9' �* USE 2 15/16`FOR[IV"T' LOCK®0 W/ 125 7'-10" 6'-6' 7'-e' 7'-0' 125 7'-3' 6'-D' 125 g'-0" e'-5" () MAXIMUM SHUTTER SPAN 'L+'OR'L-" FOR 130 7'-8" 6'-5" 7'-6" 6'-9" 130 7'-1' 6'-5" 130 7'-10' 8'-1' INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 105 USE 4 1/8'FOR HV'T"LOCK 0 W/ 135 7'-7' 6'--2" 7'-4' 135 W-11" 6'-2' 135 7'-9" 7'-9' psf.A.S.D. DESIGN LOAD. USE INDICATED VALUES FOR [IV CENT MATES. 140 7'-5' 5'-11' 7'-3', 6'-3' 140 W-10" 5'-11" 140 7'-7' 7'-6" INSIAl I ATION LEGEND 145 7'-3" 5'-9' 7'-1. 6'-0" 145 6'-8` 5'-9' 145 7'-5" 7'-3" 150 7'-2' 5'-7' 7'-0' 5'-10' ISO 6'-7" 5'-7' 150 7'-4' 7'-0' 1' H.V. CORNER CENTERMATE#3 MAY BE CONCRETE&MANSORY WOOD 155 7'-0" 5'-5' 6'-10' 5'-8" 155 6-6' S-5" 155 7'-2" 6'-9' USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON M, N, 0, P. Q, R. 160 6'-11' S'-2" 6'-9' S'-6" 160 6-5 MANDATORY 5'-2" I60 7'-l' 6'-7' WALL A, , C. O, E. I 165 W-10" 5'-1" 6'-8" 5'-4° 165 6'-3 5'-1" 165 7'-6" V-4" MANDATORY CONDITION M2 NOTE�15, SHEET 5. MOUNTING F, K & L. S&V. 170 6'-9' 4'-11" s'-T 5'-2" 170 6'-2" 4'-11' 170 6'-11, 6'-2' FIAOR/CEIUNC 175 6'-7' 4'-9' 6'-5" 5'-0' 175 6'-I' 4'-9' 175 6'-9' r,'-D' MOUNTING G, H. 1 & J. 7, U. W& X. 180 6'-6' 4'-8' 6'-4" 4-10' 180 6'-0' 4'-8' 180 6'-8' W-10' 185 6'-5' 4'-6" 6'-3- 4'-9' 185 5'-11' 4"-6' 185 V-7" W-8' 19 6'-4' 4'-5' 6'-2' 4'-T 19 5'_,p' 4'-5' 195 6'- - H V BLADE ONLY. 195 6'-3" 4'-3' 6'-1" 4'-6" 195 5'-9" 4'-3' 195 6'-5' 1'-5' 200 6'-2" 200 5'-9;�,"..,4-2' 200 6'-4- 5'-3' 2os 6'-0' 4'-1' 6'-0' 4'-3' 205 s' 205 6'-3" 5'-1' FLORIDA BUILDING CODE(High VelocityHurricane Zone r' •�,W ENg• ✓�`� ©2017 TILTECO INC.(ENGINEERING) ®2017 EASTERN METAL SUPPLY, INC. PRODUCTREVISBD �1 F :,• MAXIMUM IMPACT HV9 HV2 a cwGpl)"QwRh%ha Florida ►Vo.44 SHUTTER=TECH, s»c. ACCORDION SHUTTER OwMing ctwe 2 167 Acceptance NO�L� 3 1 L E C O ANC" BERTHA NV Acrord)Go.Shutter 5)'6Lem F_V' Dp.D-1a 2 (ASSA # 26) .V.BLADE 1 W OR W/O H.V.WINDOW BLADE&N.V.BLADE 2 �)�j ,/�� / REV.N DESCRIPTION DATE Dravn b: L.C. n3��:�1� On'• �"/i1p 1� (<�4 1� TILUT TESTING & ENGINEERING COMPANY 7485 WEST 2 COURT I OLD 15-155 7/28/1 DATE: 07/2g/17 b4l 3OL' tud:kl CGD1TD =�C'P CQ11ID f�•••�,V L!, 6]55 N.W.381h.1.Ste.305,NRGINIA GARDENS.FLORIDA 33166 C- ! Phone (305)B71-1530.Fax:(30.5)871-1531 HIALEAH, FL 33014 2 DRAWING No ••A 11 e-mail:LilEeroOaol.eom 3 ''��''�•i/1rrrFF1,11 1 WALTEfES TILLfT Jr.P.E. PH (305) 823-2323 FAX (305) 826-7979 4 17-111 FLORIDA U.B 44167 5 SHEET MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE 6 12 OF 28 a mimi�mm�afl�miaia�mm���mmmmm��� • ommm�aaaimimmmm�'. �mm mmmiaa m000WOoEN gumovo���m 000v��immonmo®®oonnn000nonono� 'mmmmoonoommmonnom m�nno KENSO Mnn �omm ooHM®m1°"""�ommo a ��mmoon000KIM E"9�"onnoom© monnov {ten o 0 mmmonnov monoririmmmoonn mmnnomommmnnn �monninooEO �m mdonmsmmmonv ' ��mmoovvosmml ®mMEmmmor�® nno� moo© momon®mmmmimomoo mm©nno©HIMM . ammastmlam M0000 }oinM 0 mmmEaonnemmlmoN000 mmvonooa�mmo mmemmmon®oEmo no®®n ' ommoo©o©i�ommoonoo�mo ��mmmv®oesiommiomom0000nnnmmo© mmmvo©e mmmnnoo�o mm n wmm©©MEoa�mmnsoMilln0oQnolMs mv000HNIMM{. 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SHUTTER ' • • • Ag I�1 1 I � u.L, GOURT 64 MIAMI-DADE COUNTY o��® MAXIMUM ANCHORS SPAG NG fin) SCHEDULF FOR A GIVEN MAX. SHUTTER SPAN A.S.D. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES DESIGN NECATRT LOAD AND A CORRESPONDING MOUN)1NG TYPE FOR CONCRETE INST Itit AMON9 (SEE MOUNTINGS E,C.&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED CONCRETE (A) TO EXISTING POURED CONCRETE.(Min,f'c-3 ksi) MAXMUu QE WALL SILL MOUNTING ©CEILING MOUNTING @ FLOOR MOUNTING ANCHORS SPACING I FGENG 1/4'0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX.(Min.t'c=3 ks1) SPAN 0.5.0.DESIGN NEGATIVE LOAD s/ 0.5.D.DESIGN NEGATNE LOAD ps A.S.D.DESIGN NEGATNE LOAD ps! - 1/4"0 x 3/4-ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY.(Min.Pc = 3 k4) (H) TAPCON WITH ADVANCED - 1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Nin.f'c-2 ksi) 30 40 80 75 90 120 160 205 30 40 60 75 90 120 160 2O5 JD 40 60 75 90112011601205 THRFADFORM TECHNOLOGY - 1/4.0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC.,AND DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY 14 12 10 9 B B 6 5.5 14 12 10 9 8 8 8 6 14 12 10 9 8 e 6 8 ALL POINTS SOLID-SET COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZEDVENDOR REGISTERED WITH THE AlAFRICAN SHUTTER SYSTEMS ASSOCIATION,INC. 3'-0" - - - - - - - - - - - - - - - 14 T2 10 9 a a 6 s (Min.1'.=3 ksi) OR LESS 14 12 10 9 8 8 6 6 14 12 10 9 8 B 8 6 14 12 10 9 8 a 6 5 BLUE TAP W/CAP NOTES: 14 12 10 9 8 8 B 7 14 12 IO 9 a B 6 6 14 12 10 9 8 8 6 6 TAPPER+ A1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON WITF1 ADVANCED THREAOFORM TECHNOLOGY ANCHORS AND TAPPER+ANCHORS IS 14 12 10 9 B 7 5.5 3.5 14 12 10 9 8 B 6 6 14 12 10 9 8 6 6 5 1 3/4%AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2-. 4'-0" - - 14 12 10 9 8 8 6 5.5 A.2)MINIMUM EMBEDMENT OF 1/4"0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/a'INTO THE POURED CONCRETE NO EMBEDMENT 4, t2 10 9 S e 6 4 14 12 to 9 0 8 6 4.5 14 12 10 e 8 6 4 3.5 INTO STUCCO SHALL BE PERMITTED, I/4.0-20 S.S:MACHINE SCREW USED SHALL BE 1 I/2'LONG MINIMUM SHOULD STUCCO 14 12 10 9 B 8 6 4.5 14 12 10 9 8 8 6 5.5 14 12 10 9 8 8 -6 4S 14 12 10 9 7.5 5.5 3.5 - 14 12 10 9 8 8 fi 5 14 12 10 9 e 7 5.5 4 ♦SEE DM A110N6 OF 1t28 FOR EXIST.AND 1'MINIMUM FOR WALLS WITH NO STUCCO. • - 14 12 10 9 B 8 6 4.5 BU➢E 8 011 SNEE!2B 14 12 10 9 e 7 a - t4 12 10 9 B 6.5 5 J.5 14 12 10 8 8 5 6 3 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 MNN 5TRUCRIRE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS/NDIC:AIED ON 74 12 10 9 8 7.5 4S - 14 12 10 9 8 8 6 4.5 I4 12 10 9 8 6 4.5 3,75 NOTES 0.1)&A2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 14 12 9.5 7.6 6.5 4.5 - - 14 12 10 9 8 7.5 5.5 4 14 12 t0 9 8 6 4.5 35 INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 28A 6'-0' - .- - - - - - - - - - - - 14 12 10 9 e as 5 3.5 14 12 110 1 9 7.5 5.5 3 - 14 12 10 8.5 7 5.5 4 3 14 12 8 6.5 5.5 4 1 3 - (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) l4 12 1 10 1 9 B 6 - - 14 12 10 9 e eS 5 1.75 14 12 10 8.5 e 5 4 - - 1/4.0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILOEX. 14 12 B 6.5 5S 3 - - 14 12 10 9 B e.s 4.5 3.s 14 I2 10 a 7 3 3.5 3 - 1/4'0 x 3/4'AL POINTS SOLID-SEr ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. 7,_0 _ - 14 14 10 B 7.5 5.5 4 3 - 1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 14 12 10 8 65 4 - - 14 F 9 7.5 6 4.5 3.5 - 14 105 7 5S 4.5 J.5 - - - 1/4-0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 14 12 10 B.5 7 4 - 14 f2 10 9 7.5 5.5 4 - f4 12 9 7 7.5 4.5 - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. 14 11 7 15.514.5 - - - 14 12 10 9 7.5 5.5 4 - 14 12 9 7 6 4.5 5 - NOTES; 8'-0" _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 14 12 10 a 8.5 5 3.5 - 8.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON WITH -14 12 8.5 7 5.5 3 - 14 12 8 6.5 5.5 4 J - 12.5 9.5 6 5 4 3 - - u 72 9.5 7.5 e - 11 12 9.5 a 8.5 5 - 14 12 H fi 6.5 4 ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. tJ 9.5 6.5 5 3.5 - - - 14 12 10 B 16.51 5 1- - 14 12 8 6.5 5 4 - - 8.2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO I4 12 85 7 55 4 B'-D• 1{ 11.5 7.5 6 4 - - - 14 11 7 5.5 5 3.5 - - 11 8 5.5 4.5 7.5 - - - F1.IBFDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 12 8 6.5 4.5 - - 14 12 8.5 7 5.5 4 - 14 10.5 7 5.5 6 4.5 EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 11.5 8.5 5.5 4 - - - - 14 12 9 7 6 4.5 - - 14 11 7 5.54.5 3.5 - - B.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 10'-0" - - - 14 12 8 6 5 4 - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL DE AS INDICATED ON 14 I0.5 7 5 3.5 - - - 73 9S 6.5 5 4 3 - - 10 7.5 5 4 3 - - - NOTES B.1)&B.2)ABOVE. FOR INSTALLATIONS ON WNYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. t4 11 7.5 5.5 - - 14 11.5 9 6 5 a - 12.5 9.5 6 5 4 4 FOR INSTALLATION INTO EIFS WITH.METAL STUDS SEE SHEET 28A _ NOS 8 5 - - - - - 14 12 8 8.5 5.4 4 - - 13 10 6-55 4 3 - 11'-0' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 14 10.5 7 5.5 4.5 3.5 - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 1145 I0 7 - - 14 10.5 7 55 4.5 7 - 11 5 8s 55 45 3.75 - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. ' 9.5 7 4.5 - 1- - - - t4 ns as 6 5 - - - L 9 B 45 4 - - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: ,2'-0' - - 13 10 85 5 4 - It.5 F5 4.5 - - - - - t1 B 5.5 4 3.5 - - - B 8 4 3 - - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E.D.LESS THAN THE INDICATED,REDUCE T 9.5 6 - 13 9.5 6.5 5 4 - - 10.5 8 5 4 - - - - ANCHOR SPACING BY MULTIPLTING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 6.5 - - t4 I0.5 7 5.5 4.5 - II 8.5 5S {.5 3.5 - _ _ REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 12 9 6 4.5 4 _ _ _ FACTOR _ 13'-0"10.5 8 - fm- - - - 10 75 5 4 J - - - 7.5 5.5 4 3 - - - - ACTUAL APCON W/ADVANCED THRFAOF018A TECH TAPPER + t2.5 8.5 - - - - t2 9 6 4.5 4 - - - 9.5 7 5 4 - - - - EDGE MIN. SPACING ALL POINT SOLID SET BLUE TAP W/CAP MIN.SPACING 8 6 - - - - 13 9.5 6.5 5 - - - - 10.5 7.5 5 4 - - - - I HV E O DISTANCE 11 0.5 5.9 4.5 - _ _ _ E.D. 3' 4• MIN.SPACING-3 1/2' MIN.SPACING -3" 3 3/4' 4' 14.-0" .7 7.5 - - - - 9 7 4.5 3.5 - - - - 7 5 5.5 . - - - - HV BLADE PDIauD pO�'OiE7E OD\vEIE BL= POURED RETE BLOC& POURED CONC CO B TE& FOAM CM40EM CIX�IE&OL1! 11.5 8 - - 11 8 5.5 4.5 - - 9 0.5 4S - 1 H WINDOW 1AN.E0.•J 1/2" IAN.EA-2 1j2• TAN RIM I MN E0..3' ML EA•31/Y MN.Eax2 1/2• 7.5 - - - - - 12 9 6 - - - - - s.5 7 4S - - - - 3' 0.90 1.0 0.78 1.0 0.84 1.0 - - - - - - - - 10.5 B 5 - - BLADE WORKING 2 ,/2' D.e, 1.0 - 0.67 1.09 - - - - - 8.5 6.5 4 - - - - - 6.5 5 3 -_ _ _ _ _ INUNISON o - 10 - - 105 8 5 - - B.S 6 4 2• 0.71 - - 0.51 7 _ _ _ 9 6.5 4.5 - _ _ _ _ 1 J/4' Dwm9wc5-n - _ - 0.43 - _ _ _ _ _ _ _ _ _ _ _ 10 7.5 5 _ - 1 1/2� _ - - - 0.35 B - - - - - - - B 6 4 9.5 - I- I- I- - - - 95 7 s - - - - - e 6 4 - FLORIDA BUILDING CODE(High Velocit Hurricane Zone '•�C CIy' ©2a 17 TILTECo INC.(ENGINEERING) 02017 EASTERN METAL SUPPLY,INC. E PRoDucracv,srr �` /V` : - SHUTTER TECH, INC MAXIMUM IMPACT HV1 HV2 ac Gem;lying w3m tb-T•TDzlp ACCORDION SHUTTER 9uildhyl Co.E3 ; No 44167 i?ccc•P1a1x N0 D3 : 'L E C O INC. BERTHA HV Accordion Shutter System 1 E:,'1!J� HT re (ASSA y 26) .V.BLADE 1 W OR W 0 H.V.WINDOW BIADE&H.V.BLADE 2 j R7.�L v > C. TILLIT TESTING & ENGINEERING COMPANY �•H DESCRIPTION 15-15 DATE DAT e. l.8 F� \ 7485 WEST 2 COURT OLD is-155 7/2B/1 DATE: 07/28/17 Pdi:xni TJrtt .1c Cntlet = -_•-'tom 1 B355 N.W.JBN.SC,6to.J05,VIRGINU GARDENS,FLORIDA 3]106 _.�,,.._• v ll Phona (305)B71-1530.Fax':(305)871-1531 HIALEAH, FL 33014 2 DRAWING No E 1 I'll" 4-m.EB t100080-I. m 3 II� 1 I•�OALAAAFIII F 1 wALTER B HELD 9r.P.E 19 PH (305) 823-2323 FAX (305) 826-7979 4 17-11 1 FLORIDA U.d 44167 5 SHEET MIAMI-DADE COUNTY IP.E. SEAL/SIGNATURE/DATE 6 14 OF 28 � Y . MAXIMUM ANCHOR, SPACING (in.) SCHEDULE FOR A GIVEN MAX, SHUTTER PAN A D DESIGN NEGATIVE LOAD AND A GORRESPONDIN MOUNTING TYPE FOR CONCRETE INSTALLATIONS (SEE MOUNTMOS I,J.K&L ON SHEET 7) - - - -.- I wALK ovER& n TRENCH ' ANCHORS SPACING LEGEND MA70MUM POURED CONCRETE QJ RAINGUARD MOUNTING (g)WALL/FLOOR MOUNTING ©WALL/WALK OVER MOUNTING SPAN AS.D.DESIGN NEGATIVE LOAD(Psf) A.S.D.DESIGN NEGATNE LOAD(psf) AS.D.DESIGN NEGATIVE LOAD(p.0 AS.O.DESION NEGATIVE LOAD(psf) TAPCON WITH ADVANCED ' _ THREADFORM TECHNOLOGY 30 40 60 75 90 120 160 205 30 40 60 75 90 120 I60 205 30 40 60 75 90 120 180 205 30 40 60 75 90 120 160 205 ALL POINTS SOLID-SET 14 12 10 9 8 8 6 6' 12 12 12 12 12 1.5 8.5 6.5 7 7 7' 7 7 7 7 5.5 5 5 5 5 5 5 5 5 14 72 10 9 8 If 6 6 12 12 12 12 12 L 9.$ 7 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 BLUE TAP OR LESS 14 12 IO 9 e 8 8 6 12 12 12 12 0.6 8 6 4.5 7 7 7 7 7 7 7 6.5 5 5 5 5 5 5 5 5 TAPPER+ 14 12 10 9 8 8 6 8 12 12 12 12 12 10 7.5 6 7 7 7 7 7 7 7 7 5 5 5 S 5 5 5 5 14 12 10 9 8 6 6 6 12 12 12 12 11.5 8.5 6.5 5 7 7 7 7 7 7 5.5 4 5 5 5 5 5 5 5 4 4,-0" 14 12- 10 9 B 8 6 6 12 12 12 12 12 9.5 7 5.5 7 7 7 7 7 7 7 7 5 5 3 5 5 5 5 5 14 12 10 9 8 8 6 6 12 12 12 9.5 8 6 4.5 3.5 7 7 7 7 7 7 5.5 5 5 5 5 5 5 5 5 5 14 12 10 9 8 8 6 6 12 12 12 12 10 7.5 5.5 4 7 7 7 7 7 7 7 55 5 5 5 5 5 5 5 5 14 12 10 9 8 8 fi 6 12. 72 12 11 9 7 b 4 7 7 7 7 7 5.5 4 3 5 5 5 5 5 5 4 3 14 12 10 9 8 8 6 6 12 12 12 12 10 7.5 5.5 4 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 10 9 8 8 6 B 12 12 9.5 7.5 6 4.5 3.5 - 7 7 7 7 7 7 5 3.5 5 5 5 5 5 5 5 4 14 12 10 9 8 8 6 6 12 12 12 9.5 8 6 4.5 - 7 7 7 7 -7 7 5.5 '4 5 5 5 5 5 5 5- 4 * SEE ANCHOR 14 12 10 9 8 8 6 5 12 12 11.5 9 7.5 5.5 4 3 7 7 7 7 7 4.5 J.S - 5 5 5 5 5 4.5 3.5 - SPECIFICATIONS 14 12 IO 9 e 8 6 6 12 12 12 10 8 6 4.5 3.5 7 7 7 7 7 7 7 7 5 5 5 J55 5 5 5 ON SHEEP 14 14 12 10 9 8 8 6 6 12 12 8 6 5 4 3 - 7 7 7 7 7 5.5 4 5 5 5 4314 12 10 9 8 If 6 6 12 12 10 8 6.5 5 .75 - 7 7 7 7 7 6 4.5 -14' 12 10 9 8 8 6 6 12 12 10' 8 6.5 5 3.5 - 7 7 7 6.5 5.5 4 5 5 5 4 314 12 10 9 8 8 6 6 12 12 I2 8.5 7 5 4 3 7 7 7 7 7 7 7 6 5 5 5'14 12 10 9 e 8 6 6 72 10 6.5 5 4.5 3 7 7 7 7 6.5 5 3 5 5 5 5 3.6 3 8 8 6 6 12 12 BS 7 5.5 4 - - 7 7 7 7 7 5 - - 5 5 5 5 4 - O VAUD-ONLY FOR UP TO +70, -75 14 12 10 9. e 8 6 - 12 12 8.5 7 5.5 4 3 - 7 7 7 5.5 4.5 3 - - 5 5 5 3.5 - PSF A.S.D. DESIGN PRESSURE 14 12 10 9 8 8 6 - 12 12 0.5 7.5 6 4.5 3.5 - 7 77 7 7 7 7 4 5 5 5 5 5 5 RATING & FOR SPANS_PER 14 12 10 9 & 8 6 - 12 9 6 4.5 4 3 - - 7 7 7 7 5.5 4 - - 5 5 5 4 3 - SCHEDULE #4, SHEET 12 14 12 10 9 8 8 6 - 12 11 7.5 6. 5 .75 - 7 7 7 7.5 6 4.5 - 5 5 5 4.5 - 14 12 10 9 8 8 - 12 11.517.5 6 5 3.5 - 7 7 fi.5 5 4 5 5 5 5 4 3 9,-O" 14 12 10 0 8 8 - - 12 12 9.5 6.5 5.5 4 3 - 7 7 7 7 7 7 6 3 5 5 6 5 5 5 5 5 14 12 10 9 8 8 - 0.5 8 5 4 3.5 - 7 7 7 6 5 3.5 - 5 5 5 5 5 4 J 14 12 10 9 8 8 - - 12 10 6.5 5 4.5 - 7 7 7 6.5 5.5 - 5 5 5 5 5 4 14 12 10 9 8 8 12 10.5 7 5.5 4.5 J.5 - 7 7 SS 4.5 35 - 5 5 5 45 3.5 - 10,-0"14 12 10 9 e 11 - - 12 11 8.5 6 5 35 - - 7 7 7 7 7 7 4.5 - 5- 5 5 5 5 5 5 45 14 t2 10 9 6 8 - - 9.5 7 4S 35 3 7 7 7 5.5 4.5 - 5 5 5 5 4.5 3.5 - - 14 12 10 9 8 8 72 9 6 5 4 7 7 7 6 5 6 5 5 4.5 5 14 12 10 9 8 8 12 9.5 6 5 4 } 7 7 5 4 3 5 5 9 4 3.5 - .. 11,-0"14 12 10 9 8 8 - - 12 10 7 5.5 4.5 3.5 - - 7 7 7 7 7 7 3.5 5 5 .5 5 5 5 5 4 //J-�\ 14 12 10 9 8 8 - - If 8.5 4 3.5 3 - - - 7 7 6 5 4 - - - 5 5 5 5 4 3 - - I -I 1 �� BLADE ONLY IL 12 10 9 8 8 - - 1I 8 5.5 4 - - - - 7 7 7 5.5 4.5 - - 5 5 5 5 4.5 - - - \\ J 14 12 10 9 B - - - 1,5 8.5 5.5 4.5 3.5 - - - 7 7 4.5 35 - - - - 5 5 45 3.5 3 - - - 12,-0' 14 12 10 9 8 - - - 12 9.5 6.5 5 4 3 - - 7 7 7 7 7 6 3 - 5 5 5 5 5 5 4.5 3.5 , 14 12 10 9 8 - - - 8 6 4 3 7 7 5.5 4.5 3.5 - 5 5 5 4.5 4 3 14 12 10 9 e 10 7.5 5 4 7 7 6 5 5 5 5 5 4 14 12 10 9 e 2.5 8 5 4 3.5 - 7 5.5 4.5 3.5 - 5 5 45 3.5 3 13,-0" 14 12 10 9 8 - - - I.5 A 6 4.5 3.5 3 - - 7 7 7 7 7 4.5 - - 5 5 5 5 5 5 4.5 3.5 14 12 10 9- 8 7 5.5 35 3 7 7 5 4 3 5 5 5 4 3 14 12 10 9 8 9 7 4.5 .75 - 7 7 5.5 4.5 - 5 5 4.5 t 14 12 10 9 - - - - 10 7.5 5 4 3 7' 6 4 3 5 5 4 3 14,-0"14 12 10 9 - - 0.5 8 S.S 4 3.5 - - - 7 7 7 7 7 4 - - 5 5 5 5 $ 5 4 3 14 12 10 9 - 6S 5 3 7 7 5 3S - E54.5 4 14 12 10 9 - - 8.5 6.5 4 - - - - - 7 7 5 4 - - - 4 - - - - 14 12 10 9 7 4.5 3.5 7 75.5 5I4 1210 - - - - - 10 7.5 5 4 J - - - 7 7 7 7 7 3.5 - - 5 5 5 4 314 I2 - 4.5 3 - - - - 7 7 4.5 3 - - - - 3.5 - - - - 14 12 10 - - - - - 8 6 4 - - - - - 7 7 5 - - - - - 414I2 108.5 6.5 4 3.5 - - - - 7 5.5 35 - - - - -14 12 10 - - - - - 9.5 7 4.5 3.5 3 - - - 7 7 7 7 6 3 - - 5' 5 45 3514 206 4.5 3 - - - - - 7,CV3.5 14 12 10 - - - - - 7.5 5.5 .75 - - - - - FLORIDA BUILDING CODE (High Velocity Hurricane Zone 1, EN 9 PRODUCT RL-V75ED d :�' s�'•, \ ©2017 TILTECO INC.(ENGINEERING) 02017 EASTERN METAL SUPPLY, INC. l N� EHUTTE�i=IieCH, 1IiC. MAXIMUM IMPACT HV1 HV2 with tho F!o�du IV0.44167 ` ACCORDION SHUTTER Ifuilding G�de A=c=ptazce No� I L E C O I N C. BERTHA HV Accordion Shutter System I (ASSA # 26) .V.BIAOE 1 W OR W/O H.V.WINDOW BLADE&H.V.BLADE /• / Q A` m N DESCRIPTION DATE I Drown by: L.C. _O� •, R�� ::'`V�cr`�4 TILLIT TESTING & ENGINEERING COMPANY 7485 WEST 2 COURT Ahi.ellSA w't Ci �� 41 8755 N.W.J61h St,9to.JOS,VIRPNIA GARDENS,FlAPoM 3316fi 1 OLD I5-155 7/29/t DATE: 07/28/17 dam¢ ........ 11 Phone:(30e)-Mau:liteco®acl.com�)871-1531 HUILEAH, FL 33014 2 DRAWING No f WALTEREAWT7 J.P.E PH (305) 823-2323 FAX (305) 826-7979 4 1 7-1 1 FLORIDA Lt..#,44167 5 SHEET MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE 6 15 OF 28 - I Ommm�]Qi7� Qlm®mom Q1m®m�7� mmm®mom Omm®m���Eamm®Ea[MOM ' ' om000®aQmmoon000mo � o�od® nonnn�000�ounoa'mmiimn0000 0000mmoonc�oa�m�or�i oo��n00000nd®mmonoon�immounvo 0ffldOkk�E7E�]apRm�m0pp0®®OaRJ®oOF�im nnp OdO®�Ooi�dm0®®OO m ®Ef®®iOO om®m00�000®�F�Amt�oOo®mom DOlfloo��nno®omm00000®om�Q�lDO . . �0®O®O I OQFLfmO®0©Fiap 6�m®Om aQnQ®d p mE7®DaaAQm0�3mmaA Rlm�O�QOQRlmm00ElaO�®QfMMIM =[�OdOO�®®�m DDOn0it7mm000OO R!m • d OOmm10AImn F�mmmd�m00®®d0Od0Q®®iS0m�00aaOmm00mf�loA ®Hmm®m000do om®000eo m®m0©�®dpOO®O©OmAW®®oon�oam®m[f©aOA ®RumO �[1E10Oi�©®�f�mmOL� a� L�lomAo®oo mmvaQa usm000mma mma � oe� oonoom cammodoa mmml®mm©®mmo R7• ©�00eooO�© on ®mm©mmao®m��7®a ��lm0©doomgwm ummonQliEi�DDE onfll7Om mma�IBMdmaao�umoono® r IMEMM OOmQlwww"m ommm�mmdOAOmmm©O mmOmaamlilmmMRSE mmO mm mmmmmmma®: ® oOodpO[1®®OVOn�m®pp�iaaO�m®®QmmA �R![®moomm mmmmmmoom®®�©addpm®m©®mnmmF�iamao�mm®0©moo mmmaome a•mm®maooeee�mamedd OO®t7®OniLlmmmmmmm ma In In mOA oom0000000�®omeooei�e�s•nesenigPommvoemm©000 ommo�amii000 NMwmm=m mamma onrr�mmiso"oomo a oomaoo�aoma0000 ®DAMMooamm m M deedon�000�maooaaomm®Qoomoo ravmmom noaaaaor r�nreasd omc ammnm�o oa�ooamaaA ®m oa000ao®om00000vemne isiss�sE o®�von�mmo�mBaomm000eon R©®oa=OO _1HMm mmoACL� Isedeesm®mammon®®oommaaF�imammmpopm ®®WO0000O�ID®oaoio gaol em�AssseeODO©�Ooo®�OooOOO�W®oOOoo oaaooa000�000000 A S eso Od®�oOop ®aaamaa®©aaaaaA M 5 1a�©a®ammo®�oaamm000 ®ooaomoa®maaaaaa ®s sss nom®•amm mod �0moo�aaaoa�oa�000 e®ismmmsopm®®moeo�vv0000� Qn©000vo0 ® oomm Mma�QmamRRlnMIMM w nasRlmamO�ilaQmom�T9�oiiooaA O • • amoaaaaa aaaaaaaa�Qa maaar�nomm mm"R a•aamnaaaamoiaamaaaaaao� o�a000000000000ilmumesed�n®©nooi00000vmo aaomo aoomm000 • ovvomoo�wO0A0QA0os�0002aNEW oovoOme oc r0000aoo�v00loan • • • o - EW, _ 1 .1 1• 1 ,, 111 •1 7485 WEST 2 COURT 17-111 1.1E COUNTY1• 0-_ rq r MAXIMUM ANCHOR• SPACING (in ) SCHEDULE FOR A GIVEN MAX SHUTTER SPAN NEGATIVE A.S,D. DESIGN LOAD AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEETS 18 & 19) SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. CDX MAXIMUM DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD SPAN WALL MOUNTINGS CEILING MOUNT T WALL MOUNTING _S CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T(ft) M, N, 0 & WALL MOUNTINGS R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS P & Q W & X W & X W & X NEGATIVE A.S.D.DESIGN LOAD(psf AEGATIVE A.S.D.DESIGN LOAD(psf NEGATIVE AS.D.DESIGN LOAD(psf NEGATIVE A.S.D.DESIGN.LOAD(psf NEGATIVE A.S.D.DESIGN LOAD(psf 4EGATIVE A.S.D.DESIGN LOAD(pfiNEGATIVE A.S.D.DESIGN LOAD(psf 30 40 60 75 90 10540560175 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 -0'OR LESS 12 10 10 9 8 8 6 5 12 10 10 9 8 8 6 6 6 6 5 4 12 10 10 9 8 8 6 6 6 4.5 4 3 6 5 4 4 4 3 4'-0" 12 10 10 9 8 84.5 4 12 10 10 9 6 8 6 6 5.5 4.5 3.5 3 12 10 10 9 8 8 6 6 14.513.5 3 2.5 6 5 4 4 4 3 5'-0" 12 10 10 9 8 8 3.5 3 12 10 10 9 8 8 6 6 4.5 3.513 2.5 12 10 10 9 8 7 6 5.5 3.5 3 2 2 6 5 4 4 4 3 6'-0" 12 10 10 9 8 6.5 3 2.5 12 10 10 9 8 4.5 6 5.5 T5 3 2.5 2 12 10 10. 9 6 3 6 4.5 3 2 2 - 6 5 4 4 3.5 - 7-0" 12 10 10 9 6.5 4 2.5 2 12 10 10 9 4.5 3 6 5 3 2.5 2 - 12 10 10 7 3 - 5 4 2.5 2 - 6 5 4 4 - - 8'-0" 12 1.0 10 7.5 4.5 3 6 5 3 2.5 2 2 12 10 10 5.5 3 - 5.5 4 2.5 2 2 - 12 10 10 4 - - 4.5 3 2 - - - 6 5 4 - - - 9'-0" 12 -10 10 5 3.5 - 6 4.5 3 2 . 2 - 12 10 8.5 4 - - 5 3.5 2.5 2 - - 12 10 4 2.5 - - 4 3 2 - - - 6 5 3.5 - - - 10'-0" 12 10 7.5 4 - - 5 4 2.5 2 - - 12 10 5.5 3 - - 4.5 3 2 - - - 12 10 3 - - - 3.512.5 - - - - 6 5 - - - - 11'-0" 12110 5.5 - - - 5 3.5 2 - - - 12 10 4 - - - 4 3 2 - - - 12 10 - - - - 3 2.5 - - - - 6 5 - - - - 12'-0" 12 10 4.,5 - - - 4.5 3 2 - - - 12 10 3 - - - 3.5 2.5 - - - - 12 10 - - - - 3 2 - - - - 6 5 - - - - 13'-0" 12 10 - - - - 4 3 - - - - 12 10 - - - - 3.5 2.5 - - - - 12 7 - - - - 2.5 2 - - - - 6 4 - - - - 14'-0" 12 10 - - - - 4 3 - - - - 12 *7 - - - - 3 2 - - - - 12 5 - - - 2.5 2 - -.15'-0" 12 - - - - - 3.5 - - - - - 12 - - - 3 - - - - - - 216'-0 12 + MOTES ON ANCHORS REQUIREMENTS, WOOD SUBSTRATES. I.ANCHORS TO WALL,FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 1/4.0 TAFICOBUILDE W MINIMUAPCONM WITH ADVANCED PENETRATION OFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY l I I H V BLADE 0 R (1� H V B LA D_ E W Z I.T.W. ION:S W/MINIMUM THREADED PENETRATION AS INDICATED AT EACH SECTION ON SHEETS 18&19. \ J EXCEPTION:T SEE NOTE 2 BELOW. H V 'WINDOW BLADE WORKING I N UNISON * 2.ANCHORS TO HOLLOW CEILING SHALL5S EC AS PER MOUNTING TYPE U.SHEET 19 AND SHALL CONSIST OF LAG SCREWS AS PER N.D.S.2015 SPECIFICATIONS. 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: ♦ SEE LIMITATIONS OF USE OF -SOUTHERN PINE No.2 W/G-0.55(N.D.S) to ON SHEET 28 -DOUGLAS FIR Y!/0-0.50(N.D.S.) BLADE 0 ` -SPRUCE PINE FIR NORTH W/G=OA3(N.D.S.) S -SPRUCE PINE FIR SOUTH W/G-0.36(N.D.S.) -MIN. 1/2•CDX PLYWOOD(1986 APA) 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS,ANB•SPCCIRCpT1ONS OF THE ANCHOR'S MANUFACTURER •T1 c FLORIDA BUILDING CODE High Velocity Hurricane Zone �1,�`;••��`GNS�•''••.• ©2017 7ILTEC0 INC.(ENGINEERING) ©2017 EASTERN METAL SUPPLY, INC, PRODUCE R15VI5F.D �:' �' MAXIMUM IMPACT HV7 HV2 4s aomp!pLas whin th6 Florida 44167 SHIITTER= CH Ixc. e�ldic«i: /Z NO• i,'r ACCORDION SHUTTER All txrce 11. 03 • , I L E C ® INC. BERTHA HV Accordion Shutter System Expi aO Datc \� (ASSA # 26) i.y.BLADE#1 N1 OR W/O H.V.WINDOW BLADE&H.V.BLADE#2 t1y A �w� TILLIT TESTING & ENGINEERING COMPANY Ev.N DESCRIPTION GATE Dawn L.C. h�ini 10l e'!IC�ContrC �90�� ����••h•\ t1 6388 N.W.]6th.SL.8te.383,W2GINIA GARDENS,tlORIpA 71168 7485 WEST 2 COURT I OID 15-155 7/28/I DATE: 07j28/17 ••••'•'•••"••• V t Phone (305)871-1530.Fax:(305)871-1531 ' !DIVA j/1111 a-man:ultecooaol.com HIALEAH, FL 33014 DRAWING No �!•i 1 EB-0006719 WALTER A nuLIr ar.P.E PH (305) 823-2323 FAX (305) 826-7979 . 4 17-111 MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE FLORIDA Uc.#44167 s 6 SHEET 16 OF 28 MAXIMUM ANCHOR+ SPACING (in SCHEDULE FOR A GIVEN MAX. SHUTTER _. _. .. SPAN NEGATIVE A S D DESIGN LOAD AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEET 19) f LJ B J --T - F=;-Z _- E + NOTES ON ANCHORS REQUIREMENTS WOOD) SUBSTRATES. SOUTHERN PINE No. SPRUCE PINE SPRUCE PINE 1.ANCHORS TO WALL,FLOOR OR SCUD WOOD SOFFIT SHALL BE AS FOLLOWS: 1 2 W/ MIN. G=0.55, FIR NORTH FIR SOUTH - 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY DOUGLAS FIR W/ W MIN. G=0.43 I.T.W.BUILDEX W/MINIMUM THREADED PENETRATION AS INDICATED AT EACH SECTION ON SHEETS 18& 19. I MAXIMUM MIN. G=0.50 / W/ MIN. G=0.36 EXCEPTION:SEE NOTE 2 BELOW. SPAN (ft) B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS 2.ANCHORS TO HOLLOW CELL NG SHALL.BE AS PER MOUNTING TYPE U.SHEET 19 AND SHALL CONSIST of S &V S &V S &V LAG SCREWS AS PER NOS 2015 SPECIFICATIONS, 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: EGATNE&S.D.DESIGN LOAD(pst NEGATM AS.D,DESIGN LOAD(paf NEGATIVE A.S,D,DESIGN LOAD(paf -SOUTHERN PINE No.2 W/G=0.55(N.D.S) 30 40 60 75 90 105 3O 40 60175 .90 105130 40 60 75 90 105 -DOUGLAS FIR W/0=0.50(N.D.S.) 3'-0"OR LESS 12 12 12 12 12 12 12 12 12 12 12 12 12 12112 12 12 12 -SPRUCE PINE FIR NORTH W/G=o.43(N.D.S.) -SPRUCE PINE FIR SOUTH W/G=0.36(N.0:5:) 4'-0" 12 12 12 112 12 12 12 12 12 12 12 12 12 12 12 12 12 12 -MIN. 1/2-COX PLYWOOD(1986 APA) } 5'_O" 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 1.5 10 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE 6'-0" 12 12 12 12 12 12 12 12 12 12 12 12.112 12 12 1.5 9.5 8 ANCHOR'S MANUFACTURER. 7'-0" 12 12 12 12 12 12 12 12 12 12 12 10112 12 12 10 8 8 111 8'-0" 12 12 12 12 12 12 12 12 12 12 0.5 9 12 12 11 8.5 7 7 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 1.5 9.5 12 12 12 10 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 1.5 9.5 8 12 12 10.5 8 7 6 12 11 7 6 5 4.5 12 12 12 T 8.5 -A 12 12 9.5 7.5 6 5.5 12 10 6.5 5 4.5 4 14'-0" 12 12 12 9.5 8 6 12 12 9 7 6 4.5 12 9,5 6 5 4 3.5 15'-0" 12 12 11 9 7.5 5 12 12 8 6.5 5.5 3.5 1.5 8.5 6 4.5 4 3 16'-0" 12 12 10. 8.5 6.5 4 I1.5 12 8 6 4.5 3 11 8 5.5 4 3 - 10 HV BLADE ONLY - FLORIDA BUILDING CODE(High Velocity Hurricane Zone FI Y• ©2017 TILTECO INC.(ENGLN ERIN¢) m 2017 EASTERN METAL SUPPLY,INC. PRODUCT REVISED MAXIMUM IMPACT HV1 HV2 5s.xrrr gTrrcd viidt die Florida S _ SHUTTER=TECH.mc. -ACCORDION SHUTTER Ecjldin8 Code 4061 ••1, BERTHA RV Accordion Shutter S tem pcc��gmce Ho�l- vJ.03 0• 1 L E C O INC. Y6 a (ASSA # 26) V.BLADE 1 W -0R W 0 H.V.WINDOW BLADE&N.V.BLADE 2 ly EV.N DESCRIPTION DATE Drawn 5. LC. 1dY Y ,Off� / 7�P.• w% TILLIT TESTING & ENGINEERING COMPANY 7485 WEST 2 COURT 1 OLD.15-155 vwi DATE: 07/28/17 tU,L1tC1 D;'.- t NCf Cnnaol Fo \\ 6355 N.W.JDN.51.,Stn.305,YIfiGIN1A GWOENS,fLOPld1 33768 `� OP A Phona:(305)871-1530.F..:(305)871-1531 HK.EAH. FL 33014 '2 DRAWING No I� FeSIONA� IIItt a-mail:t al®a .com 3 EB-00060006719 17-11 1 /AII WALTER A.TILUT Jr.P.E PH (305) 823-2323 FAX (305) 826-7979 ♦ L ' FLORIDA U..A 44167 5 SHEET' MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE 1 17 OF 28 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & HV♦ BLADES (AS APPLICABLE MAX. SHUTTER SPAN L+ OR L= FOR INSTALLATIONS INTO WOOD WITH HV BLADE n ONLY SHALL BE LIMITED TO 105.0 psf. A:S.D: DESIGN LOAD SEE SHEET 28 FOR- MA 1/4"0 TAPCON WITH ADVANCED SPAN DESIGN LOAD FOR INSTALLATION WITH BLADE 1 T & 1 WORKING I UNISON _ H TECHNOLOGY REAOFORM W/ 1 1/2'Min.PENETRATION 1/4'0 TAPCON WITH ADVANCED - OF THREADED AREA TO TIIREADFORM TECHNOLOGY EXISTING WOOD HEADER. _ V1/1 1/2'Min.PENETRATION I (SEE SCHEDULE ON SHEET 16) �� OF THREADED AREA TO EXISTING WOOD HEADER. I I 1)OR MIN.SFPARATICN / (SEE SCHEDULE ON SHEEP 16) ( TSaOtl�SN(SEE 120Rq ��ET �—t2 FOR fAAEE`1� 1/4'0-2Ox3/4"S.S.MACHINE SCREWS EXISTING 1 ON 78 FOR . z 1 W/1/4--20 NUTS 0 12-O.C. GLASS-- BIAD6(��Q _ I I I N S 1 OR 1© III WALL FINISH --OPTIONAL I WA I _ OR EXISTING MIN. 2"x4' FlNISH HEADER REOQOIDRED \ I 1 OR ®+ - " IXISONO MIN. f 2'x4"WOOD I®yl 1/4'0 TAPCON WITH ADVANCED EXISTING MAN.SEPARATION I I I HEADER REQUIRED I y- THREADFORM TECHNOLOGY ��(� ( MIN.SEPARATION I III 2'x4'CONT.SILL OF THREADED AREA PENETRATION SCHEDULES SF¢ET - 7„tl 12 FOR BLADE 1�AND Y TO CLASS PLATE REQ'D.' MIDVIIDTH OF WOOD PLATE. OY WHEET N FOR I I EXISTING 11" (SEE SCHEDULE I I BLADES 1f�& GLASS--I ON SHEET 12) (SEE SCHEDULE ON SHEET 16) 0HV WALL HEADER INSTALLATION ON HV WALL HEADER INSTALLATION OHV WALL SILL INSTALLATION i EXISTING MIN.SEPARATION ] MIN.OSEPAASASTION I TO GLASS I I I 1 5--,, MIN.SEPARATION II TO GLASS II I 1 EXISTING (SEE SCHEDULE I (SEE SCHEDULE O 2k4"CONT.I�-- I I EXISTING ON SHEET 12) z WOOD PLATE d (SEE SCHEDULE GLAy-S� ON SHEET 12) I ° REQ'D. Y1 ON SHEEr 12) I x 1 I Gu"`S� 0 1/4'm-20x3/4'S.S. I{ t 1/a"O-2ox3/4'S.S. I . \ MACHINE SCREWS MACHINE SCREWS W/ < 0 -%ram+i`•;.�(;', WALL . 1/4-20 NUTS® A0 USING 1/4"-20 NUTS a 12'D.C.FINISH O.C. 0 I I 1©OR® ,1i 2'x4'COOT. \ \ 1 2 OR� WOOD PLATE 1_E \ Qin 1/4"o TAPCON W17H ADVANCED REO'D. L 1'Min. VY 1/4'O'TAPCON WITH ADVANCED 1 4.0ON THREADFORM TECHNOLOGY x' THREADFORM TECHNO OGY+C� W/1/2"Min.PENETRATION OF I THREAOFORM TECHNOLOGY NOTE• 2'x4'COOT. ,t. LV/ 1 1/2"MITI.PENETRATION THREADED AREA INTO PLYW'00O. VI/ 1/2'Min.PENETRATION OF 1-SEE SHEET 4 FOR TYPICAL S61 PLATE OF THREADED AREA (SEE SCHEDULE ON SHEET 16) _ THREADED AREA INTO PLYWOOD. SHUTTER ASSEMBLY. REO'D. MID WIDTH OF WOOD PLATE. EXISTING MIN. 2'x4"STUDS „ (SEE SCHEDULE ON SHEET 16) 2-MOUNTING SECTIONS CAN BE _ �- (SEE SCHEDULE ON SHEET 16) COMBINED IN ANY WAY TO FINISH 1/2-MIN.COX PLYWOOD RFia P 1 6"O.C.MAX.REO'D. _ SUIT ANY INSTALLATION. PLYWOOD TO BE ATTACHED TO 1/2'MIN.COX WALL FINISH PLYWOOD MIN.2'x4'STUDS® 16'STUDS O.C.MAX.RDANC STUDS IN ACCORDANCE WITH PLYWOOD RFA'D. PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE SECTION 2322 OF THE g.gc.•"�••..,,, ®HV WALL SILL INSTALLATION WITH WECTION SILL OF S F.B.G A •BLADESEE U MI�AONNSHEET 28 S OF OF ©HV WALL SILL IN (�Gp` LL SILL INSTALLAIML FLORIDA BUILDING CODE (High Velocity Hurricane Zone ©2a17 TILTECO INC.(ENGINEERING) ®2017 EASTERN METAL SUPPLY,INC. rROPUCTiiEViSED ; No.44167 "z SHLiTTER=TECH, tNc. MAXIMUM IMPACT HV1 HV2 S cemptyi,.,wiB,tSa:',arch i �7 :�tr ACCORDION SHUTTER Acovpsnc�i�Gb563 zrwo ' 77, � v O INC. BERTHA HV Accor on Shutter System (A55A y 26) .V.BLADE 1 W OR W/O H.V.WINDOW BLADE&H.V.BLADE E91L1_ 1 �� _ TILLIi TESTING & ENGINEERING COMPANY Ev.N DESCRIPOON DATE 7485 WEST 2 COURT,e01,°:° t��,11\ 6355 N.W.361h.SL,See.MS.VAGWIA GARDENS,FLOROA 33166 I OLD 15-155 7/2e/1 DATE: 07/28/17 Phone (305)871-1530.Fax:(305)871-1531 .__"����������TM� a-mat:slteco®aol.cem HW FAH, FL 33014 3 DRAWING No EB-Doos7ts wa.TER A.TIWT Jr,P.E. PH (305) 823-2323 FAX (305) 826-7979 4 1 7-1 1 1 FLORIDA Lla e 44167 5 SHEET MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE 6 18 OF 28 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 1 HV & S HV♦ BLADES (AS APPLICABLE) MAX SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WITH HV BLADE n ONLY SHALL BE LIMITED TO 105.0 Rsf. A.S.D. DESIGN LOAD. SEESHEET 28 FOR MAX WALL FINISH SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 & WORKING UNISON 1/4'O TAPCON WITH ADVANCED THRE'ADFORM ^EQ EO 2'NIN. EDGE(IF APPLICABLE) TECHNOLOGY 4"x8"(Min.)EXISTING WJ 1 1/2'Min.PENETRATION WOOD BEAM REQUIRED. / OF THREADED ARFA TO STRUCTURAL ADEQUACY EXISTING WOOD HEADER. 1/4"0-20x3/4"S.S. OF EXISTING WOOD BEAM TRUSSEExISIINS WOOD \(SEE SCHEDULE ON SHEET 17) PHIWPS TRUSS HEAD TO BE CERTIFIED By Ep E TRUSSES OR f"Min. REGISTERED ENGINEER OR 1 2' 1 2' RAFTER 0 24' CHINE SCREWS ARCHITECT PRIOR TO / / O.C.REWIRED 1 9 EO EO W/1/4"-20 NUTS SHUTTER INSTALLATION. ® 12"O.C. 1 OR 15 1/4.0 TAPCON WITH IFTTADVANCED THRFADFORM D(ISTING SOFFIT .250' TECHNOLOGY W/ 1 1/2'Min. 3/4'Max.THK. llss PENETRATION OF TtifiFA0E0 EQ Q 1"x4'x1/8'CONT.ALUM.TUBE M°X' AREA TO EXISTING WOOD DEW ED 0 #14x3/4' 6063-T6 ALLOY)W/ a n= =: \--OPTIONAL (SEE SCHEDULE ON SHEET 16) S.M.S. ( a 6'O C. EACH RAFT LAG SCREWS TO 11 or 1©or 15 11 or 1©or Q OCATELAG SCREWS ER OR ASS TMIDWIDTi OF EXISTING WOOD E EASTING IN 2'x4' j I I MEMBER,(2'Min.NOMINAL WIDTH) 11 EXI M EXISTINGLASS~@� HEADER REQ'0 MIN.SEPARATION i i OPEN HOLE TOgACCEPT 1. T BEADED AREA VAUDO FOR 70 CLA55 �f p (SEE SCHEDULE ON SHEET 12) I EXLSTNG__l I I I� 5/16'0 LAG SCREW (I(I I��nD.NDESIGN LOAD SAND CLASS - AT CENTER OF TUBE. lF{plllp97 I I I I i N 9-0'.MAX.SPAN•THIS I m�(� o j ro( FORINST�OD W/MINIS 0 I.SPECIFIC SO HV WALL HEADER INSTALLATION 12tMEl of of EXISTING 1 nuEa I cRAvry of 0.50 As DDucLAs al 9EET m GLASS--{1 � °� * FIR OR SOUTHERN PINE No.2. SOEe7GEsQ&® ' OR , 1 OR Q OR EQUAL. NOTES SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY, 2-ITN ANY NG,SECTIONS CAN BE COMBINED AY TO SUITANY INSTALLATION. (j)HV CEILING INSTALLATION OU HV CEILING INSTALLATION 4 Meld � 1 OR ®� IMIN.SEPARATION I I _I To GtAs(SEE I I TO GLASS 9 MIN. SEPARATION III I I+sarDLE E 11u 7 I —I(SEE SCHEDULE I I ^O TO GLASS I oN a[Er MUG I I ON SHEET 72) FASTING ------- GLASSSCHEDULE ON SHEET 12) I� IXGfASS\ I tvnrs�&® I Y I I I GLASS 8 I I I I I III 11 ALTERNATE_ IXG5lTAIANTOR I LOCATION I W 3/8 w DECK REQUIRED %' OFI A'HEX FINISH ALLOWED) NISHEA19 ® ocSCREWS 2.6"MIN.WOOD Ii 12 13 OR© DECK REQUIRED(N) _ EDGE LI DECK FINISH ALLOWED If APPLICABLE EDGE OF DECK 2' 1' o EO EO 1/4'0-2ax3/4'S.S. 1/4'0 F.H.TAPCON WITH I 1/4"m TAPCON WfTI 1'�PHILLIPS TRUSS HEAD IF APPLICABLE �� DOE T I NCLOGY REAUFORM ADVANCED THREAOFORM Min. MACHINE SCREWS OF 2'MIN. ^—2"MIN. W/ 1 1/2'Min. PENETRATION TECHNOLOGY V!/1/4'-20 NUTS - DECK IF 2'MIN OF THREADED AREA 2'z4'CONT. W/ 1 1/2'Min.PENETRATION ® 12'O.C, APPLICABLE MF THRH OF WOOD PLATE SILL PLATE OF THREADED AREA 0 1/4"0 TAPCON WITH ADVANCED TIREAOFORM TECHNOLOGY (SEE SCHEDULE ON SHEET 16) MIDWIDTH OF.WOOD PLATE. W/ 1 1/2'Min.PENETRATION OF THREADED AREA INTO WOOD DECK. (SEE SCHEDULE ON SHEET 17) ,,,­(SMAP HEDULE ON SHEET 16) ♦ SEE U ATIO OF USE of BLADE .,,NS SHEEP 28 �X HV WALK—OVER INSTALLATION OV HV WALL SILL INSTALLATION '���A:TI((�l✓: OW HV FLOOR INSTALLATION FLORIDA BUILDING CODE High Velocity Hurricane Zone 2017 EASTERN METAL SUPPLY.INC. ©2017 TILTECO INC.(ENGINEERING) MAXIMUM IMPACT HV1 HV2 • FP,6UUCTP..^<VISED � No.44167 SHUTTER=TECH, txc. ACCORDION SHUTTER n1 Building :odwi's.liu FiOcida Beltcfng G.,dc � :+cceP;nncDTfO�_��5�7j 11FRTHA HV A—Wiun Shutter sptem 'L']'P1I•m8;1RSA z TATE • I I. E C O 11Lv c. _1(Zf1 �2Q •� \` (ASSA # 26) Y:BIAOE IDES DESCRIPTION 0 H.V.WaNDOW BLADE&H.V.BLADE r{WPr' 4,\ TILLIT TESTING & ENGINEERING COMPANY 7485 WEST 2 COURT 1 OLD 15-155 07/28/1 DATE: 07/28/17 R•II:tui W aceect CD:arD: s _0 Ll 6355 N.W.361h.St.Ste.305,VAGINIA GARDENS,FLORIDA 33168 S�/lplAl �L` .IL Phona:(305)871-1530.Fax:(305)871-1531 HIALEAH, FL 33014 2 DRAWING No lntecooaol.com 7 WALTER A.13�IJ.P.E PH (305) 823-2323 FAX (305) 826-7979 t FLORIDA Li°.j 44167 5 SHEET MIAMI—DADE COUNTY 1P.E. SEAL/SIGNATURE/DATE 6 19 OF 28 1 • •I T h END INSTALLATIONS HV & 1A HV 6 BLADES INTO 2"x4" MIN WOOD STUDS 2'.4'MIN. _— — 2'.i"MIN. WOOD STUDS. 1/4'0 TAPCON WITH _ _ _ _ - —WOOD 0� � (AS APPUCABLE) \ / ANCFD THREADFOR14 21X4'NM.WOOD \ / TECHNOLOGY I1W 6VAOE% STUDS I'D.,. - \ / ANCHORS 0 8.O.C. 2.4'MIN.WOOD \ / � (AS APPUCAOLE) W/1 1/2•MIN.THREADED STUDS REO'D. \ /FINISH W/MIN. /INTO STUDS OR ) •- FINISH EXISRNG GLASS , PE MIN.PENETRATION 1/2'THREADED r h PENETRATION TO 1/2'COX PLYWOOD IF NO STUDS EJOST. EXISTING GLASSr /j�DnSHNG GLASS •{ / \ ULSRNC,GLASS C_. /Ep 0\ 70 .Ass(SEE 1/2`MIN.COX / \ =tt some E mi sHEE Ptw°oD. MN.sTPAPAn°n k AaE sEPAmnau TO G/SS(SEE 1/2'MIN.COX "� IIM SEPNkTION 12 FOR PLYWOOD. W 'M:S 1' - �' TO GA`5 SFE w• HE SCHEDULE O(SEE TO GLASS(tg ON SHEET 2020 FOR O L a1 1/76'XJ' W $pmLLE W SFtrPT :p.-+ XT+FDLLE GJ SF1eZT f/2'MIN.COX . Y,..v�;iR�J$•`' so+EGAE GII BEET T6 CONf. 12 FOR(MADE AND PLYW000. (60fiJ- ) FINISH 1/2'MIN.COX ON SI4.ET 735 FORIL 10N 9Mf1'20 FM 1/2�•=; IOHFSHEET (DAM ALUM.CLOSER PLYWOOD. 12•MIN. PLATE(LOCATE 1/2 BAi06(DEA® F.1 I IMADESQk® �()MQ) AT EITHER SIDE MIN. ! a usF+•at Y WX OF 1 4s/s.+uemE).Y.1/e1a•_y #10.1/2'S.M,S. - 016 QC. .110.1/T S.M.S. W(, ".( -f0 nm+n016 O.C. _ iMroNs 4imTMT nw`°w sE OLTN N O 1 OR®SIDECONNECTONSEE DETAIL X FOR 1 OR TO TRACKS SEE DETAIL X FOR SIDE CONNECTION � SIDE CONNECTIONTOTRPl:KS •®m TO TRACKS ©•7O,©'©.Oj'�`" 10•�m®.®m©.®m �p®m�'�®•�m O•Q ©m©•�•®m ®.®m�•®m©•©m ©•p•�,7m©.�.�. O.O•©'O•�;gym ®•®m0•©m0•®m O•®m®•®mO•® O Qom®®m®® END CONNECTION DETAIL(7) END CONNECTION DETAIL 9 AND CONNECTION DETAIL (CoEND CONNECTION DETAI I L Q d 1/4'a TAPCON WITH 1/4•.TAPCON tW7N /�E7°°SfINC •F REQUIRED ONLY FOR SPANS GREATER 7NN1 T2•-0' EXI5rING GLASS ADVANCED IHREADFORM ADVANCED THREADFORM ( / LASS TECHNOLOGY 'BUILOE. TECHNOLOGY IIW DUILOEX T' 2'.4'MIN.WOOD ANCHORS W/( 1/2'MIN. ANCHORS W/f 1/2'M°L r THREADED PENETRATION THREADED PENETRATION I. LASSSEPARATION SiIIDS REO'D. nR0 STUDS ®12•D.C. INTO STUDS O 12'O.C. ET10X/2'SM.S MIL LASSSEPARATION(SEE SEE LIMITATIONS _E USE OF rCEDULE OO{S ®16 o.c. rho GLASS(SEE A BLADE to ON SHEEL 28 12 FOR MADETM \ 1/2'MIN. 12 FUR amErAw 4 ON SHEET 20 FOR ��'�. ON SHEET 28 FOR UAl1$ h(g) 1/2'MIN. Y -- — a D 6 OR®OR DOR 2'LIIN — „S OR1 OR i OR) dsr ? )O OR ¢ Oft©OP��OR �"'©•Oj m®nA1�0'XY'm WALL KNISH 2.4 MIN,WOODv 1 WALL ®�'©•07 mOm�p•®°. OR1 CR/ OR VIEW Y •®m®•®y®•�Ym STUDS REDO. FINISH1 .m®a®.�a�7•�m PLAN . 0 0 ©m0 O ®m 0.0 ®•®m©.gym©.®., ®•®m�.®m®.®m ©•®m®.®®�.� Ij1,,,,T.,,.._ O dim®®m®® DETAIL END CONNECTION DETAIL 1Q Zj 1� DETAIL Ift, FLORIDA BUILDING CODE Hiqh Velocity Hurricane Zone , ©2017 nLTECO INC.(ENGINEERING) ©2017 EASTERN METAL SUPPLY.INC. FRUDUC'T RTTr15Ell c �g167 ,'t •Pe MAXIMUM IMPACT HVII HV2 c:m n,iyin•�•A?tb tte_;7afddn 'Np. SHUTTEHTECH, INC.nuadut z ACCORDION SHUTTER CNfC tzepOutse Na Q•3� � W `Tr••.,arac� k t \ 1L EC® INC. simmiLHV Acm 10a5hatleTSystem A, ` ,\\� (ASSA y 26) .V.BLADE 1 W OR W 0 H.V.WNDOW BLADE&H.V.BLADE .....Y 0\ TILLIT TESTING dt ENGINEERING'COMPANY EV.N DESCRIPTION DATE Or—5. L.C. T ffaa(l eCc:wHOni o�F c �(�tlt 6355 N.W.361h.St.St..JOS.WWWA GARDENS.nilVDA 33166 7485 WEST 2 COURT I OLD 15-155 7/28/1 DATE: 07/28/17 0 Phone (305)871-1530.F..:(305)871-1531 I{REM, FL 33014 2 /ll1 a-mdl:tiltemOno— J DRAWING No WALTER A,TILUT ER- 14,P.E. PH (305) 823-2323 FAX (305) 826-7979 4 1 7—11 1 FLORIDA Ue•A 44167 S SHEET MIAMI—DADE COUNTY P.E. SEAL/SIGNATURE/DATE 6 20 OF 28 F M 66 * NOTES ON HD LOCKS AND CENTERMATES: umtnATE Sa'r�nal 1. MANDATORY CONDITION # 1: ONE H.D. LOCK SHALL BE USED FOR N * °"®)'® ANY SPAN AND INSTALLATION AT HEAVl'�DUTY SYMMETRICAL CENTERMATES, IND-nBB VB-HOB HDA-NVA (31 OR S�2)-Fq AND AT ANY ELEVATION. 34 H.D. LOCK MAY BE USED AS A INSID OR UTSIDE LOCK, ATTACHED 1(S© HEAVY DUTY SYMMETRICAL 34 CENTERMATES WITH (3) #8 x 3/8" LONG FLAT HEAD S.S. M.S. LOCKING RODS (n ARE NOT MANDATORY, i.e. THEY ARE COMPLETELY OPTIONAL. � 2. MANDATORY CONDITION 2: LOCATION OF 3 H.D. LOCK SHALL BE AS 0 Z Z INDICATED ON SHUTTER ELEVATION, i.e., FOR SHUTTER SPANS UP TO 105". ° „� rvc-1loc o_ c- c C) 3� H.D. LOCK MAY BE INSTALLED AT MID HEIGHT OF SHUTTER OR AT 12" ABOVE OR BELOW MID HEIGHT OF SHUTTER. FOR SHUTTER SPANS GREATER IITHAN 105", ® H.D. LOCK SHALL BE INSTALLED AT MID HEIGHT OF j II SHUTTER. x�^ ¢ ALTERNA TE 34 LOG I" ZQ U) / O NvE t - E \ O � 3 3 SEE END x CONNECTION c D EE rr cc DETAILS 0 SHEET 24 TYP. FULL uNramm moth HEIGHT. O 0R®0R© .OOR TYPICAL a) HV BLADE SHUTTER ELEVATION N.T.S. l,,• �(N;T..... "-. FLORIDA BUILDING CODE High Velocity Hurricane Zone .;'��V ••••C `= ©2.017 TILTECO INC.(ENGINEERNG) Q 2017 EASTERN METAL SUPPLY,INC. PRODUCT REVISED MAXIMUM IMPACT HVII HV2 as ccmplyiOs with the Florid° .4Q161 SHUTTEH TECH.mr- 6mt ,gcGd, 1 rl0 *` ACCORDION SHUTTER OAcccph;r:n:No L co BERTHA HY -Accordion Shutter System tion Da 0 2tP 1t , I E C (ASSA # 26) AN.BLADE#1 W OR W/O H V.WINDOW BLADE k H.V.BLADE#2 �! ,,,yn EV.N. DESCRIPTION DATE Dr— . L.C. b5azilD- truduct:n �A�SO •.,//�(�I'1t"'e''••���`` TILLIT TESTING & ENGINEERING COMPANY 7485 WEST 2 COURT I OLD 15-155 7/28/1 DATE: 07/25/17 = 1 .5 NX Phonefi�(305)871,IS30RCINA For< (305871MISJ133166 HIALEAH, FL 33014 2 DRAWING No -mal:Gltcco®aoLcom a WALT 3 'EB-0006719 '7—'1 1 ER A TILIT Jr.P.C PH (305) 823-2323 FAX (305) 826-7979 4 FLORIDA Lie.�44167 5 1 SHEET MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE 6 21 OF 28 POURE CONCRETE ANCHORS CONCRETE SEE SCHEDULE ON 1 4 0 20x3 4 S.S. REQUIRED SHEET 26) MACHINE SCREWS USING I/4'-20 NUTS a 6'O.C. POURED CONCRETE ANCHORS -- — CONCRETE (SEE SCHEDULE ON SHEET 26) I' REQUIRED EDGE OF I ULN.sFPAQAmm I I 1. 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INSTALLATION IXGLASS ISTING�_MNTOSE4 ON 11 I I I 2 HN.SD'AM110N I I 1611N.SEPARADON TO aws (SEE SCHEDULE DI I I r(SEE sCNEDULE Ott TO CLASS O SHEET 25) I T SHE'Ef 25) d (SEE SCHEDULE ON I I EXISTING�j I I I SHEET 25) s I �I I i I I CLASS 0 III � EXISTING I t Y w/ I I I I • OPTIONAL!— I I I I I I I GLASS I-OPDONAL Ili 111 s° i 11 I i ALTERNATE OPTIONALI '-� i I i t W 4x3/4'HIX I HEAD TER SCREWS H i I i I I I I WASHER HEAD LOCATION I = HEAD T4'HEX WASHER a i 3 I CREWS 5 6 6 TEKSO O.C. i 2 CONCRETE ANCHORS t= 6 ®14x3/4' HEX HEAD I ©+ 7 I (SEE SCHEDULE ON L--_-- 18 OR SCREWS®3"O SHEET 26) .C. I ED EG OR i/4.0-20 S.S.N.S. t W NUT®3'O.C. CONCRETE ANCHORS EDGE it I / (SEE SCHEDULE ON_ n SLAB IF I/,I/2' ♦ I EDGE OF M' 1/4'0-20x3/4'S.S. I SHEET 26) n APPLICABLE EO EO' SLAB IF PHILLIPS TRUSS MEAD --- >�------ APPLICABLE MACHINE SCREWS NCREIE ANCHORS USING 1/4'-20 I ' CONCURETE POURED CONCRETE R A (SEE SCHEDULE ON NLff5 6 6'O.C. /q /// EDGE OF REQUIRED E D.• E.0.' WALL REO SHEET 26 / 6/ SLAB B I E APPLICABLE EE HD WALL SILL INSTALLATION E G HD FLOOR INSTALLATION NOTE FOR COMBINATION POURED CONCRETE REQUIRED O HD RAINGUARD INSTALLATION OF S .TIDNS; , t—SEE SHEEP 21 FOR TYPICAL SHl1ffER UNTING SECTIONS CAN BE C( ED IN ASSEMBLY. 'FED. = EDGE DISTANCE 2 OANY WAY TO SUIT ANY INSTALLATION. (SEE SPECIFICATIONS ON SHEET 26) INSTALLATION DETAILS W Z O H V BLADE SCALE: 3/8"=1" 'L rt��R A•T�( FLORIDA BUILDING CODE (High Velocity Hurricane Zone I PRODUCTREVISED ,\A`At4 •`'\V EN'SG�•••:v9•�� 02017 TILTECO INC.(ENGINEERING) ©2017 EASTERN METAL SUPPLY.INC. ffi CDmpiy1DS KidI BIC S1G;Ada ' IVo.44167 `: F[OiRTTEH=TECH: MAXIMUM IMPACT HV1 HV2 Dtu(mrtg coca a� LDDxxDi 04 ,03 ACCORDION SHUTTER D� fL EC O INC. 13ERTHAHV AtxordioDShutterSystem Q `� (ASSA # 26) iv.BVOE 91 W1 OR W/O H.V.WINDOW DUDE k H.V.BLADE#2 hETc+1i Dar: rudusTwutrG! =� I P`''•tiF tA,A TILLIT TESTING & ENGINEERING COMPANY 7485 WEST 2 COURT EV•H DESCRIPTION DATE D..D E. L.C. I� �� 41 6355 N.W.J6th•SL•Stu 3D5•NRGINIA QWMS•TLORDA 33166 I OLD 15-155 7/28/1 DATE: 07/28/17 'UNAL305)-71-1530.Fax:(305)671-1531 HWFAH, FL 33014 a ra:tilt... ..I.aam DRAWING No EB-OD06719 1 7—1 1 1 WALTER A TILLLT Jr.P.E PH (305) 823-2323 FAX (305) 826-7979 4 FLORIDA Lie.®44167 5 SHEET MIAMI—DADE COUNTY P.E. SEAL/SIGNATURE/DATE 6 22 OF 28 SEE END WALL CONNECTION DETAILS ON SHEET 24 our 9Q' iN r_EXISTING GLASS I�NSLT�`A,LLATION I� - - -' - * SEE NOTES ON LOCKING RODS 3® & HD� LOCKS ON SHEET 21 - - \2/ H Y BLADE OOfl®OR© +IOOR 1 Q +©oI @+© SEE END WALL CONNECTION DETAILS ON SHEET 24 -- -----------�E)(ISTING GLASS 2 2•x25k1/8•x0'-2' (6063—T6 ALLOY)ALUM. I ,/2AN ' 35* 35 TA OENV�CHORS"0 I ( ) (OPTIONAL) 4* (OPTIONAL) CONCRETE(TOP/U IRS T #14 x 3/4'S.M.S.0 12' MINTS GPARA ION OPTIONAL i O.C. 4 FI.V. &(4)Maxi/2'S.M.S. (SEE SCHEDULE PINS (TYP.) I N 33 TO TUBE AT EACii ('1•) H.V. ANGLE.(TYP) ON SHEET 25) 5 a s a s 1/2' PINS (TYP.) a s s 20 31 OR 32 j I33 31 OR 32 31 OR 32 31 OR 32 HVA—HDA 4* 35* 35 g oR g oR ExlsnNc ctAss (OPTIONAL) HVB—HDB OUT (oPnoNa.) HVC—HDC O ©+OoR� —, --- -- J—' ---- SYMMETRICAL HD CENTERMATES SYM�/M�(q! LOCK (INTERIOR)ES �Q DR@+® L W/ 34 LOCK (EXTERIOR) MIN.SEPARATION TO GLASS I N 5 DR O/ g OR 6 +(2)." (SEE SCHEDULE ON SHEET 25) / / , 10 +©OR®+® LL CONCRETE _—_—_ _ _—_—_—_—_—_ _ /ANCHORS ® d i6'.O.C. �2 2 VARIES j ' i i OUT 1 6 1/2•MAX.SLACK HVE—HDE POURED CONCRETE OR HVD—HDD CONCRETE BLOCK WALL { " •1� Tr REQUIRED ►t !( FLORIDA BUILDING CODE(High Velocity Hurricane Zone ✓� ©2017 EASTERN METAL SUPPLY,INC. �Q• ©2017 TILTEOO INC.(ENGINEERING)\\ZENSF• MAXIMUM IMPACT HV1 HV2 PRODUCT REVISP.D `: SHUTTER TECH. tNC ACCORDION SHUTTER si,c D•0afplying wilh the Flaida - •• v IL ECO ,dips 114c. BERTHA HV Aecordiou Shutter �t C (ASSA # 26) .V,BLADE 1 W OR W 0 H.V.WINDOW BLADE&H.V.BLADE 2- TILLIT TESTING & ENGINEERING COMPANY EV.N DESCRIPTION DATE Drern by: LC. 4 ' �• tV tt 6755 N.W.J6N.SL,St.305,NRDNN GARDENS.RORGA 3JI68 7�5 WEST 2 COURT I OLD 15-155 7/26/I DATE: 07/28/17 _ Ph—:(305)871-1530.Eax:(305)871-1531 HIALEAH• FL 33014, 2 S' 1t11 e-mna:tat-0-1�«n J DRAWING No �ONAL�, E8-0006719 ..../ii///N,j1, WALTER A TILLIT Jn P.E PH (305) 823-2323 FAX (305) 826-7979 4 1 7—1 1 1 MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE FLORIDA U..11 44,67 5 SHEET 6 23 OF 28 POURED CONCRETE OR POURED CONCRETE POURED CONCRETE --POURED CONCRETE CONCRETE BLOCK WALL OR CONCRETE OR CONCRETE OR CONCRETE REQUIRED BLOCK WALL REQUIRED BLOCK WALL REQUIRED BLOCK WALL REQUIRED EXISTING GLASS EXISTING GLASS CONCRETE ANCHOR �EXISTING CLASS -7— / ® 16" T 2"MI EXISTING GLASS( 1 2"MIN. T — I I I" - ) / ED 1 EQ MINI.SEPARATION I I MIN.SEPARATION / MIN. SEPARATION 1/16'x3"MAX. MIN. SEPARATION TO GLASS 1 TO GLASS TO GLASS TO GLASS (SEE SCHEDULE (6063-T6) CONT, (SEE SCHEDULE (SEE SCHEDULE (SEE SCHEDULE (LOCATE AT ON SHEET 25 ALUM. CLOSER ON SHEET 25) ON SHEET 25) 1/2" / ON SHEEP 25) EITHER SIDE 6 ) PLATE. (LOCATE 1/2" �� OF 5 ) AT EITHER SIDE MIN. ` ' ' 1/2"MIN. OF®) I ♦USE I"OR 2"MAX. /j14x1/2"S.M.5�1 I ----- (AS APPUCABLE)x2"x1 8 0 2 )/14x1/2"S.M. _____ /"x " ----- ® 16.O.C. ® 16"O.C. I _—_—_ ALUMINUM CUP ANGLE " 4 (6063-T6 ALLOY)AT MIDHI7GHT 4 \ (1) 914x1/2"S.M.S.TO®& WAU- T -D.C.S ANCHORS TO 5 J// SEE DETAIL X FO O EITHER SIDE OF 4(LOCATE) AT O SEE DETAIL X FOR SIDE CONNECTON 0 TO TRACKS SIDE CONNECTION SEE DETAIL X FO 4 O 1-1 ® O OOR®oR©+O0R TO TRACKS ©+OOR®OR®+ OR SIDE CONNECTION 6 + ] OR OR + rj OR 6 + ]O OR 8O OR® ®+ OR Q+© KS END CONNECTION DETAIL( END CONNECTION DETAIL 22 END CONNECTION DETAIL�3 END CONNECTION DETAIL ♦ REQUIRED ONLY FOR SPANS GREATER THAN 12'-0" POURED CONCRETE OR POURED CONCRETE OR CONCRETE BLOCK WALL CONCRETE BLOCK WALL 4 / REQUIRED EXISTINGGLASS REQUIRED ���- EXISTING 4 ————— GLASS #14 /2"S.M.s ' Y y-------- . ® 6"O.C. MIN.SEPARATION - ___-____ ____ ©OR®OR© . GLASS ____________ (SEE SCHEDULE ------------ _ MIN.SEPARATION GLASS ON ON ETE 1/2"MIN. ON SHEET 25) 41 ------ - ---- (SEE SCHEDULE ANCHOR 0 CON C. CONCRETE ON SHEET 25) 12"O.C. JE. ----- -77 ®O OR 1/2"MIN 2-//[. 1 2"MIN. OR®OR�2"MIN. z• PLAN VIEW Y / 5 DETAIL X 2 END INSTALLATION 9 OR®OR s +OCR �GR®GR©+OCR (2� HV BLADE INTO CONCRETE OR - �o --CONCRETE BLOCK WALL. END CONNECTION DETAIL 5� i�tCTION DETAIL 6 FLORIDA BUILDING CODE High Velocity Hurricone Zone PRODUCI'R[VISl3D + ��v�r5c••••••• ©2017 TILTECO INC,(ENGINEERING) ©2017 EASTERN METAL SUPPLY,INC. m_P115ng vrilh M.Ftowda `` � D.44167 SHUTTER TECH, INC. MAXIMUM IMPACT HV1 HV2 � .kcepny coda ACCORDION SHUTTER i Acceplrc,K No _ j "1?C I ILvi¢n:1 Du:o 1 L E C O i N C. BEIRTHA Hv Armrdion Shutter System .p Q (ASSA q 26) i.v.BLADE#1 W OR W 0 H.V.WINDOW BLADE&H.V.BLADE#2 By 1� LV.N OESCRIPTON GATE Drawn E: L.C. bRaralP::`' r wstCcnve = O F( •' t� TILLIT TESTING & ENGINEERING COMPANY ORS ����� 8355 N.W.361h.St.,5l 305.VIROINU GARDENS,FLORIlA 33168 7485 WEST 2 COURT 1 OLD 15-155 07/28/I DATE: 07/28/17 Phone:(305)871-1530.Fax:(305)871-1531 _ HIALEAH, FL 33014 2 i w-mmEB-00067 9Laam 3 DRAWING No WALTER A TIWT Jr.P.E. PH (305) 823-2323 FAX (305) 826-7979 4 1 7-11 1 ' TLORIDA Uc.B 44187 MIAMI—DADE COUNTY P.E. SEAL/SIGNATURE/DATE 6 2a SHEET 28 i NOTES: ♦ SEPARATION TO CLASS REQUIREMENTS MAXIMUM'SHUTTER SPAN (1)L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN MINIMUM SEPARATION TO GLASS FOR SHUTTERS "L+" OR "L (ft.)I POSITIVE A.S.D. DESIGN LOAD. INSTALLED AT ALL ELEVADONS OF BUILDING IS Y. INSTALLATIONS W/ SYMMETRICAL L.-:MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE HD A.S.D DESIGN LOAD. CENTER TE 31 OR 30. W/ ONE HD 4 LOCK & NO (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR LOCKINC DS 35 ♦ WALL MOUNTINGS OR FLOOR/CEILING: GIVEN A POSITIVE A.S.D. DESIGN LOAD, DETERMINE , MAXIMUM POURED CONCRETE INSTALLATIONS MAXIMUM SPAN 'L+"FROM SCHEDULE ' A.S.D. GIVEN A NEGATIVE A.S.D. DESIGN LOAD. DETERMINE DESIGN MAXIMUM SPAN 'L-"FROM SCHEDULE. LOAD ALL MOUNTING CONDITIONS (P L) FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE (+OR-) I+ (n) L-(It) MINIMUM DETERMINED SPAN BETWEEN 'L+"AND 'L--". 0 OR LESS 15'-5" 18,-0` - 35 14'-10" 18'-O' (3)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR NSTA 1 CATION LEGENQ 40 14'-4' 1T-10" COMRINATIONS IN BETWEEN WALL W/FLOOR/CEILING --� MOUNTINGS: SUBSTRATE POURED CONCRETE 45 IS-11 17'-6" (SHEET 22) 60 13'_g^ 17'-0' FOR A GIVEN POSITIVE A.S.D. DESIGN LOAD; MOUNDN06 DETERMINE: WALL 55 }3'-3• 16-10" LI+-MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. MOUNTING AA & EE 60 12-11` 16-2" L2+=MAX. SPAN FOR FLOOR/CEILING MOUNTING 65 12'-8' 15'-6" INSTALLATIONS. ' FLOOR/CEILING B CC, DID,70 12'-6" 14'-I1" FOR A GIVEN NEGATIVEA.S.O.S.D. DESIGN LOAD: MOUNTING FF & GG 75 12'-3' 14'-S' DETERMINE 80 12,-0' 14'-0' LI--MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 85 11'-10` 13-7 LL-a MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. 90 11'-6' 13,-2' B5 11'—J' 12'-10' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL THE MINIMUM BETWEEN `LI+", 'L2+", "LI 1-AND'L2 100 10'-6" 12'-6' 105 10'-0` 12'-2' (4)GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 110 9,-6" 11'-11' ALLOWABLE SPAN AND MAXIMUM A.S.D. DESIGN LOAD TO DETERMINE MAXIMUM ANCHOR SPACING. I15 9'71' 11'-8" 120 8'-9" 11'-5" 125 — 11'-2` 130 — 10'-11" 135 — 10'-9" 140 — 10'-6' 146 — 10'-4' 160 155 - 10,-0" 160 I80 75 - 5-2- (2) W BLADE ONLY `4 I 195 FLORIDA BUILDING CODE High Velocity Hurricone Zone 1 •• 0 2017 EASTERN METAL SUPPLY.INC. ©xD17 nueco INC.(ENGINEERING) MAXIMUM IMPACT HV1 HV2 4+! PRODI'Vius VI ED The 5}{LiTTER TECH.INC. B ccmplyissgwi0lthoFlorida N0.44167 " ACCORDION SHUTTER-- Buiidin8 CuGc y� Accep anct No V C P BERTHA NV AccoTdlon Shutter System xpi ',aDn1a�ZZ I L E�+O INC. (ASSA // 26) V.BLADE#1 W OR W/O H.V.WINDOW BLADE&H.V.BLADE REV.N DESCRIPTION DATE I Drawn b. L.C. 0 1D ti 1\\ TILLIT TESTING & ENGINEERING COMPANY 7485 WEST 2 COURT I OLD 15-155 7/28/1 DATE: 07/28/17 Wa .v v ", 1 tiUC O%DV:i e �` ,"••.. ��11 6355 N.W.36tn.$4.St..30.5,NRGWN CAgepl$,FLCWA MI66 Phone:(305)B71-1530.Fox:(305)871-1531 HIALEAH, FL 33014 1 DRAWING No rrt LT/ a—maEB 1 7— t�000677191.wm 3 "'a•������ WAITER A TILUT Jr.P.E. PH (305) 823-2323 FAX (305) 826-7979 4 11 1 FLORIDA U.,#44167 5 SHEET MIAMI—DADE COUNTY P.E. SEAL/SIGNATURE/DATE 6 25 OF 28 1 *SPECIFICATIONS ON ANCHOR REQUIREMENTS: POURED CONCRETE'SUBSTRATE ANCHORS SPACING LEGEND MAXIMUM ANCHOR* SPACING (in.) SCHEDULE FOR A GIVEN (A)ANCHORS TO WALL SHALL BE AS FOLLOWS: - 1 4•o TAPCON MAX. SHUTTER SPAN. MAXIMUM A.S.D. DESIGN LOAD AND A s 16-a TAPCON XL CORRESPONDING MOUNTING TYPE- A.1) 10 EXISTING POURED CONCRETE: (Min. Vc s 3192 psi) FOR CONCRETE INSTALLATIONS — 1/4"0 TAPCON ANCHORS,AS MANUFACTURED BY I.T.W. BUILDER. MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON 15 1 3/4'. A.2) TO EXISTING POURED CONCRETE: (Min. Vc — 2899 psi) -POURED CONCRETE "' — 5/16"0 TAPCON XL ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX. - MAXIMUM ALL MOUNTINGS AA THRU GG (SHEET 22) MINIMUM EMBEDMENT INTO POURED CONCRETE OF 5/16'TAPCON XL ANCHORS IS 2 1/4". SPAN A.3) IN CASE THAT PRECAST STONE,.PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE (ft) USE MAXIMUM VALUES BETWEEN POSITVE AND NEGATIVE A.S.D. LOADS EXISTING WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID 50 OR LESS >50 TO 90 >90 TO 120 3120 TO 160 >160 TO 195 WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON NOTE A.1) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS CONSULT THIS ENGINEER. 4 1/2" 3 1/2" — — (B) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE.RECOMMENDATIONS AND SPECIFICATIONS OF THE OR LESS - ANCHOR'S MANUFACTURER. 12" 8" 6" 4" 3 3/4" (C) -SEE BELOW FOR MINIMUM REQUIRED EDGE DISTANCE FOR ANCHORS. >8'-9" 6„ 3 1/2„ 3"$ - - UP TO 12'-1" 10 6" 4" 4" - I 4" 3 1/2" - - _ MINIMUM REQUIRED EDGE DISTANCE FOR ANCHORS UP TO MAXIMUM ANCHOR SPACINGS ARE VALID FOR 18-0 7 1/2" 5 1/2 4 345/8"E DISTAEDGENCE FOR DISTANCE1/4-0 TAPCON AND FOR 5/16.0 TAPCON XL. { NOTE: •F• VALID ONLY FOR UP TO 10'-0"SPAN (2? HV BLADE ONLY ��rrAC'1'T���/ FLORIDA BUILDING CODE(High Velocity Hurricane Zone \\\, 1T•1\��\J L•JYSL�'., `•� ©2017 TILTECO INC.(ENGINEERING) 02017 EASTERN METAL SUPPLY,INC. PRODUCT REVISBD � No.44167 •`: SHUTTER TECH, tuC. MAXIMUM IMPACT HV1 HV2 es camPlyinggilh the Merida ACCORDION SHUTTER Ealldil• ctrde _ /n�'' _ Aoeepts:,ce No ,47 �L LNG, BERTHAHV Accordion Shatter System tna Rate O •Q \� ASSA 26 ( # ) V.BLADE 1 W OR W/O H.V.WINDOW BLADE k H.V.BLADE 2 Q •, (` \\ EV.N DESCRIPTION DATE Omwn. . L.C. TILLIT TESTING & ENGINEERING COMPANY 1 oL0 15-155 7/28/1 DATE: 07/28/17 t1y <0 IDd. `d , 748b WEST 2 couRr ?vt(eaaT law aact:'.0�tr0 FP \�1t6 wss NW.36tn.05SL. 71 15 N.PaxNIA:(3015. 1-15 mee HIALEAH, FL 33014 2 DRAWING No •""""•• Phone:(305)a71—/530.Fc>t (3a5)871-1531 '��r✓Ii//////0ll tlll ALTE ES t00067191.cam 3 WALTER A.TILUT Jr.P.E PH (305) 823-2323 FAX (305) 826-7979 4 1 7—1 1 1 FLORIDA Uc. 44167 5 SHEET MIAMI—DADE COUNTY P.E. SEAL/SIGNATURE/DATE 6 26 OF 28 F -------------T--------- 1 I 187 _ r ����10625" 12"MIN.CLEARANCE 0625 0625" TO BLADE TOP EDGE A 0625" EXTERIOR SECTION X—X Hv WINDOW BLADE SCALE: 1" = 1" BLADE'S I .1875` Y MP'KLE —3"0 OPENING ,0625"- 44 POLYCARBONATE IMPACT RESISTANT HV WINDOW 0.0625" BAYER MAKROLON 3103 POLYCARBONATE RESINS, UV—STABILIZED GRADE OR SABIC FLAT PORTION INNOVATIVE PLASTIC LEXAN 103 RESIN OF BLADE --� (SEE NOTE "F" ON SHEET 28). 1 � . R1,7500/ EXTERIOR 1 1.3750" ] Hv WINDOW POLYCARBONATE SOURCES FOR 44 •, APPLICABLE RESULT ! X 02.8750 a~ �/ TYPICAL PROPERTIES STANDARD 6Ay0i Some 1W.1-f I /� REFERENCE UATUML/sr¢ Ptwsnc ucwv6gnN ettu IDUlI IOJ eFsw PHYSICAl ON CENTERS SPECIFIC GRAVITY ASTM D792 0.043 Ib/ine 0.043 lb/in' j MCCHANICAI 2 7/8"LAIN. f i - TENSILE YIELD STRENGTH ASTM 0638 9,400.p.s.i. 9,500 psi. CLEAR I f 2 1/4" FLEXURAL STRENGTH AT YIELD ASTM D790 12,500 p-L 13.400 ps.i. SEPARATION CLEAR BETWEEN BETWEEN MODULUS ASTM D790 340,000 p,s.i. 345,000 p,s.i. BLADE B TABS .0625" 03.7500 IMP OP INGS I - 03.0000 NOTCHED IZOD ASTM 0256 18 Fr-lb/in 17 FT-IbAn 0625" 1, flRE R IRNIN Lw+eReCTEglcrl c• SMOKE DENSITY ASTM D2843 47.2 R 64.5 9.'MAX SECTION Y—Y RATE OF BURNING ASTM 0635 C-1 CLASS C-1 CLASS SCALE: 1" = 1" .7500 SELF IGNITION ASTM 01929 1040•F 980•F 212'MIN. WEATHERING: ASTM G155 TENSILE STRENGTH AFTER WEATHERING ASTM 638 9302 p.s.i. B840 ps.L. EXTERIOR ELEVATION TENSILE STRESS BEFORE WEATHERING ASTM 638 8461 p.s.i. '8880 ps.i.SCALE: 1" = 1TYPICAL HV _WINDOW BLADE 1AND SCALE: 3/8"=1" POLYGARBONATE 'HV WINDOW DETAIL ' - FLORIDA BUILDING CODE (High Velocity Hurricane tone ,••' �GENSF�•.•� �, ©2017 ALTE00 INC.(ENGINEERING) ©2017 EASTERN METAL SUPPLY.INC. a1LODucrTz vtsau - MAXIMUM IMPACT HV1 HV2 w c=i ina HIth the Florida 4 SHUTTER TECH,uiTc.:zel6nGcode ' ,L E C® ACCORDION SHUTTER Ac+xptautc No W�03 r INC. BERTHA Accordion Shutter System tontine to 12 �'•.�' p�� •Ct (ASSA # 26) N.B[ADE 1 W OR W 0 ICV.-WINDOW BLADE k H.V.BLADE 2 'y •� F P t`N TILL17 TESTING ENGINEERING COMPANY I:v.N DescalPnoN DATE o�,,.n I.C. A'm:ntl T7a • ftennct ca; O ( pllQ,:'• 1 7485 WEST 2 COURT �(`•'•,,•DR1 \��� BJ55 N.W,36N.SL.Ste.J05,VIRG'N1A G^ROENS,FLORIN J3166 I OLD 15-155 7/28/1 DATE: 07/28/17 "••"". ,Phonc:(305)871-1530.Fox:(305)871-1531 HIALEAH, FL 33014 2 — . 3:hltaco0ool.e"m EB-0006719 3 DRAWING No WALTER A TILUr Jr.P.E. PH (305) 823-2323 FAX (305) 826-7979 4 1 7-1 1 1 FLORIDA Lk.!44167 3 SHEET MIAMI—DADE COUNTY IP.E. SEAL/SIGNATURE/DATE 6 27 OF 28 * GENERAL i3LADELIMRATIONS AND CONDITIONS OF USE FOR BERTHA in wAccognioN sHuTrEg WORKING IN -Film 1.MAX.A.S.D.DESIGN PRESSURE RATING:+110.-110 P.°.r. T ®® ' 2.MAX.SHUTTER SPAN:96'. 3.ALLOWED MOUNTINGS:A,D,G&H ON SHEETS 6,7;AS WELL AS MOUNTINGS M,O,T.U&W ON SHEETS 18& 19. 4 ONLY -ENTERMATES 21 BOTH W/F214 OR g ARE ALLOWED WITH TeM 2 ARRA�C�ED IN A SYM OROPPO NG LAYOUT.IN CASE OF OPPOSING - �,-t��/�`�T OUT,[SS).M'IS BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF O�®nn 'Clw•g CENTERMA T ES m 0 v_v 5.(A)HV WINDOW BLADE 1@ SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS ENO (3'0 HOLES)FOR(B PER BLADE AT SPACINGS SHOWN ON SHEET 27., TYP �A' (B)MIN.CLEARANCE FROM TOP OR BOTTOM EDGE OF HV WINDOW BLADE O 44 OF ANY 3'0 HOLE FOR(aSHALL BE 12'. MAX.5 WINDOWS ALLOWED AT HY (C)FlRS'T OR T BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE 9 WINDOW BLADE 1A (D)HV WINDOW BLADE tO MUST BE USED ALTERNATE TO A SOLID HV BLADEO THROUGHOUT SHUTTERS WIDTH. ' (E)C MATES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID HV BLADE 1 AT EITHQ2 SIDE OF THEM. (F)POLYCARSONATE HV WINDOW 44 H T SHALL BE INSTALLED SO T TABS FACE SEE END THE INTERIOR OF THE OPENING BEING PROTECTED.HV WINDOW 44 MUST BE CONNECTION ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVID BY ASSA, DETAILS ON E � INC. SHEET 11 TYP. ,yl FULL HEIGHT. 33R 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME 1 1 BUILDINGS ON SHEET 16.AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES p 44ry I &2 ABOVE). y. 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEDS 13&14 AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES I &2 ABOVE). i B.MINIMUM SEPARATION TO GLASS SCHEDULE: I (SEE PLAN FOR REQUIREMENTS) ® O� SHUTTER SPAN MINIMUM SEPARATION TO GLASS D H TYP TOP&BOTTOM W I oR aR 6 .7 NUMITED WID 96'Max. 5' ELEVATION MIN*SEPARATON TO GLASS l EXISTING GLASS- SEE SaIEDUUE AND ON SI-a7 2B FORSHEET 12 B LFSQ_�� ————————————————— Z-------! __ �----------- --------------- I PPOI RMATES 16 21 TYP. SYM RICAL CENTERMATES W/24 OR Ei15 AND —_ _ I _ f W/0 (SE NOTE 4 ABOVE). PLAN TYPICAL In HY BLADE WORKING IN UNISON" WITH HV WINDOW BLADE 1A SHUTTER* ---- T. ► FLORIDA BUILDING CODE(High Velocity Hurricane Zone •' � ©2017 TIlTECO INC.(ENGINEERING) Q 2017 EASTERN METAL SUPPLY,INC. PRODUCT P$VISED `.`�t�P'•N;QENSF �'9 SHUTTER TECH. INC. MAXIMUM IMPACT HVII HV2 �1 Lh the�`�'"' 0.44167 ACCORDION SHUTTER BvildiR3C : r BERTHA HV A—dion Shutter S}� — RcaealanaerD1l b . 3 G C O INe. tpim IDO D61G 0' 4 - (ASSA # 26) V.BLADE 1 W OR W 0 H.V.WINDOW BLADE&H.V.BLADE 2 pppppp F A EV.N DESCRIPTION DATE Drawn L.C. r� TILLIT TESTING & ENGINEERING COMPANY 7485 WEST 2 COURT BY !O•'•,•I-� R, .,.'��11` 6355 N.W.]fiN.SL.Ste 205.NRGINIA CA—S,nARIDA M166 I OLD 15-155 7/28/1 DATE: 07/28/17 T4II Mi.DGd. uc CmKto. _ • Ph..e (305)871-1530.Fax;(305)871-1531 HIALEAH, FL 33014 t DRAWING No ROEB-OOD6719 O° 17-111 WALTER A.TIWT Jr.P.E. PH (305) 823-2323 FAX (305) 826-7979 4 FLORIDA U.e 44167 - 5 SHEET MIAMI—DADE COUNTY P.E. SEAL/SIGNATURE/DATE 6 28 OF 28 6EQUIRED MINIMUM VARIES INSTALLATIONS W/ n HV BLADE & HV CENTERMATES 1 -12-000'M...r- x 1 1/2•x D.O}5'THICK Mn:G 6(:ALV33GRADE 40 W 2'Max -436 INTO METAL STUD WALLSSTEEL * - - y,� °63• =0 m• a' METAL STUDS AT I6'O.C. , _________ a s'o.c. o a --------- 1/z 475° GENERAL LIMITATIONS AND CONDITIONS OF USE 3a �4"o NOMINAL w w 38 ALUMINUM SLEEVE —� FOR BERTHA n HV BLADE ACCORDION SHUTTER i ftEGUIREO MINIMUM Min. 43a o 12 o SYSTEM INSTALLATION TO METAL STUD WALLS sD63—Ts ALLOY � 1 J/4"x 6 I/4'x 0.035•THICK Min,1 ®s• C. SEPARATION TO GLASS SCHEDULE H 3.000" CONT.GAL,STEEL TRACK CHANNEL, 43c 11I I ; T-1- 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, — 75 Max. ASTM A-653 GRADE 40 Min,G-60 I®6'O.C. 39 ,, , z MINIMUM GALVANIZED FASTENED TO STUDS IXI511NG FlNISH 1 a p.s.f. W/(2)@6x1/2'11](SCREWS ON i AS APPLICABLE I i y MAX. SHUTTER INTERIOR&EXTERIOR FACE I - I SEPARATION a3c LENGTH + 1" I 2. MAX. SHUTTER SPAN: 84" SPAN L (in) TO GLASS ' I MIN.SEPARATION I EXISTING GLASS—1 TO GLA55 I � (SEE SCHEDULE) 43 N 3. ALLOWED MOUNTING: MS ON THIS SHEET- 84" OR 3 1/4" 43 1/4"0-20X3" BOLT , Oyp-) a O MUST PENETRATE 43c 1" EXISTING FINISH I I m 4. ONLY NTERMATE 21 W/ 24 HV LOCK ARE ALLOWED . REQUIRED MINIMUM i AS APPLICABLE i ° WITH 21 ARR�GED A S METRICAL LAYOUT. 1.373" 1 3/4•x 6 1/4•x 0.035"THICK Mln.i i 1 USE OF (2) 5 (6" LONG, MINIMUM) MUST ALWAYS BE •250" 0". CONT.GALV.STEEL TRACK CHANNEL. 43c 43c o I r ASTM A-653 GRADE 40 Min.C-60 i , i i INCLUDED AT XTERIOR OR INTERIOR ACCESS SIDE OF 1n GALVANIZf:D FASTENED TO STIIOS I ®6'O.C. ®6.O.C. W/(2)f16x1/2-TEK SCREWS ON ' CENTERMATE. ^T— INTERIOR&EXTERIOR FACE I 1' N 1/4"0-20 THREADS Min. '_�•, ci ** BLADE SLACK DETAIL 14VF IS VALID FOR 43c 1/4"0 ELCO CONSTRUCTION 12 38 CENTERMATE 21 APPLICATION WITH BLADE iQ PRODUCTS FAB—LOK HD Ut a I ----;---- 436 REQUIRED MINIMUM o s" O.G. COMPONENTS Min.ASTM A-653 GRADE 40 ";'2;'t,'(AhK::;, Min.0-60 GALV.STEEL WALL HEADER/SILL INSTALLATION SCALE: 3/8•= 1- METAL STUDS AT 16'O.C. EXISTING FINISH AS APPICABLE (TYP.TOP&BOTTOM) _____—— __ — __ ___ — _ —— 1 3/4'x 6 1/4•x 0.035'THICK Min. ( ZIXISTING GLASS - - - - ASTM CNT.GALV.53 GRADE 40C TRACK D FASTENED TO STUDS l ,_ ..••:• ::.a.:•,•,...:. "ION 1 ^l. CALVANI�6x1/2'TEK SCREWS SYMMETRYCAL :''.; YMMETf2YCAL 3 MIN.SEPARATION VARIES INTERIOR&EXTERIOR FACE 43a•436 43c,.;: .,I:;.:_: I, w ;. ;..; I CENTERMATES W/ `:'..`': I I CENTERMATES W/ TO class z (SEE SCHEDULE) Mox. INTERIOR ACCESS SIDE' I.;fXTERIOR ACCESS SIDE 6" (T7P.) MN.SEPARATION TO CIA55. I N 3 MN,SEPARAIICN To GLASS I N LI. W/OUTSIDE LOCK Ism 5QEIAAE) --W/INSIDE LOCK(SEE SI]fOl6f) 6" In. _-_-__------------_------—_ ____________ ----------------- ----------= 2 4 ---------------------- -------------------- -------- ---------- -------------- - ---- ------------------ -------------------- r__- - -----------{_ - ------ -- -- -- ---------- ----- ------- -------------------------- --- - --------- ---------� �- --- - ---- --- ------------------� --- --- -__� 1 2)42 21 ---� 21 ' 21 1 LOCA D AT 12 I , HV HEADER/SILL ENDS -- ----------- -------- - -- - - ------- --------------- ---- ---- ---- ------------ - VIEW Y 4• 12 3 (6"Min.) 24 SIDE CONNECTION TO TRACK 3 1 4�(TYPO 6 1/2°(TYP•) 7' 7' 6 1/2"MAX. SLACK ** (Cont.) F V HV (�(�Q•T/( ., YC RI 49E SLACK DETAIL HVF FLORIDA BUILDING CODE High Velocity Hurricane Zone th c2017 EASTERN METAL SUPPLY,INC.i1�•,•'JCjENSC•.,.� ^, ©2017 nLTEco INC.(ENGINEERING) I I SHUTTER TECH, Trrc. MAXIMUM IMPACT HV1 HV2 i P1tc�trcrRr;vlsr:ID ,A` I R',-.plViDB rvith the FIc4d. : No.44167 ACCORDION SHUTTER $Ui1dioB CGd- I / BERTHA HV Accordion Shotta 835t= Aca-•pfwec 1tioL2' I�..Q3 'L. C O I N C. I (ASSA /� 26) H.V.BIADE 1 W OR W/O H.V.WINDOW BIADE&H.V.BLADE I REV.11 DESCRIPTION DATE Drown by, LC. �`/n ? �',/ p. .•a5t�1 TILLIT TESTING& ENGINEERING COMPANY 7485 WEST 2 COURT 1 oLD Is-iss 7/28/1 DATE: 07/28/17 nl iTn<. Fcucl Cnnu'o ��"� \t its 6355 N.W.mth.St..St..305.VIRGIN GARDENS.RORIW J]166 �••• "•••'• 1 Phone (305)871-1530.Fax (305)871-1531 HIALEAH, FL 33014 2 NAL ,,TT a-mdl:tlltacoa0ol.com 3 DRAWING No E6-000671 D 17—1 1 1 wALTER a nwr 3r-P.E. PH (305) 823-2323 FAX (305) 826-7979 4 FLORIDA U..47 44167 5 SHEET MIAMI—OADE COUNTY IP.E. SEAL/SIGNATURE/DATE 6 28A OF 28 }� ' I