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HomeMy WebLinkAboutProduct Approval 4, Y Company: The Home Depot at Home Services Job Description: Storm Panels Prepared By: Catherine Marles Client Name: Lopez Project Number: 8380113 (F 2012 Struciu eslntern&tonal t.LC ry ,� _ v =, Conforms with ASCE7 10- DESIGN PRESSURES FOR WALL COMPONENTS&CLADDING Design Data Building Data Wind Velocity(mph) Mean Roof Height 15 Risk Category Building Width(ft) 40 Exposure Category B Building Length(ft) 60 Directionality Factor 0.85 Roof Slope (x:12) 4 Internal Pressure Coeffici t - 0.18 Design pressures listed below are: Allowable Stress OPENING OPENING LOCATION OPENING OPENING DIMENSIONS MAXIMUM POSITIVE MAXIMUM NEGATIVE MARK DESCRIPTION ZONE ELEVATION WIDTH(INCHES) HEIGHT(INCHES) PERSSURE(PSF) PRESSURE(PSF) 1 Accordian 5 5 106 59 24.7 -31.3 2 Accordian 5 5 57 47 26.2 -34.3 3 Accordian 5 5 57 47 26.2 -34.3 4 Accordian 5 5 57 47 26.2 -34.3 5 Accordian 5 5 40 47 26.8 -35.6 6 Accordian 5 5 40 47 26.8 -35.6 7 Accordian 5 5 48 47 26.5 -34.9 8 Accordian 5 5 104 47 25.1 -32.2 9 Accordian 5 5 57 47 26.2 -34.3 10 Accordian 5 5 57 47 26.2 -34.3 11 Accordian 5 5 57 47 26.2 -34.3 12 Accordian 5 5 105 59 24.7 -31.4 13 Accordian' 5 5 102 90 24.0 -30.0 14 Accordian 5 51 102 90 24.0 -30.0 15 Accordian 5 5 94 90 24.1 -30.3 16 Accordian 5 5 68 90 24.7 -31.4 17 Accordian 5 5 68 90 24.7 -31.4 18 Accordian 5 5 48 89 25.4 -32.7 19 Accordian 5 5 72 86 24.7 -31.4 Width of End Zone(a)in feet=4 5 k s l O 4 a Y Y STRUCTURES INTERNATIONAL,LLC FMi,dir4 sli.^rdc Sczuc:xs to C=zp;ex Pmbke, �-- 7/3/2015 10:57 AM MEASURE DIAGRAM SHEET Job 6: CUMd0Mftr. 010;>f7— /JS01V Ahedhf 9,,.v Itc C.."..". 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'=giu�Piiifi0-�, .. ., �_...�... i--- ----•:.,^..........-_,..— :S V7L4,EttlUi IV=. ipnif oF E • C _ s c'•: cn i_L.._...;_. t �» 'kry-n, e�.y-, , � ' �.�' '" � ,may •': wx YA EL a rd1+!�8p + :1'-. !7 ! Et7 N tlfliPaa3.Ri . 's w; N � �� titV.4.Zt15C14ii', pQ i•,nr"iQ';�;$Q{�•, �t3i1'iP�71J!s,- -r t � .. -'Q:J.p$M�f.'!Hd& - ��t``.`• �1�"�►�.�' ��^'. '����4".+T•�.-t'y�11'�, .,��'=���� 3��Si1.�t: .-t t •� - - ry c '• t'�d'1?�F��'JJt�!• FtHt�r� �i�;tq'�t)•�H.�'i?i'���$�i�l "�ti7�1��'�3'.'a 6rcWN Y5.2'c L�-: do r# C7w3� 3t/ flON9ULTAMI / a�S-7 IC• II�7 t{8 eNtsd'BJrou,. O - •11l<Taou(tilt#' C!t °LatW�lr�`adfTdiui ' ' If t t , r ........... 13 t7I O l�f+•�6Pi1f..�da�HBIDEIi�i3'f0�t$�.,_.,.-_..._.,.-----.-.-.....»,......,_w-, �, ,. -,-«.. C!9haet:Cdn! ttS�: O - ' ti�lt�txtB t. raaeSaiel..i tur yliMW--,c abTroci�cTAM,.- ldA`th6.urt gl� 8l � -• - _ __ _.__ ___._ _._._._ �_ �'d+WMrano `S r iu lezia� +iFhed to i{bt h x h had hf? I lnotfeWt.W jo.jdL4TCD � S'!iiot_�tfis'B'MrrOr poratlelg bJld_ �+ '4y farfetmc_ t�raok�lidct9`!u_ :; 11 Willett wtdhuf lltabnmai lba-M, wsUafitfifrhw,aw' uved.warnwnbstu�lea - _ ._ _.. --� ..�_�. .� __,,,. •Keep a mimsmum�ol_af rlaa b el3^!ri§ pt ft. amt di.. Ojos m. ._ lc.U'M to 4 t BId�SS s pm ft— »_ 'Plisvc:rsvMWitl:�tsEi;ngro#:WitO i�Ftitaajob 3paplfic�ilan>s afsppa.and tha4:9letolq�,ITe�a+it ar�d�pm>llh�sia. " - :p, , y MIAMI-D:ADE MIAMI-DADE 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 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) �nvw.snianticlade.aovleconocnv Shutter Tech,Inc, 7485 West 2nd Court Hialeah,Florida 33014 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 AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Maximum Impact Bertha HV"Aluminum Accordion Shutter System APPROVAL DOCUMENT: Drawing No. 14-004,titled"Maximum Impact HV 1 HV2 Accordion Shutter", sheets 1 through 28 of 28,and sht.28A of 28,prepared by Tilteco, Inc.,dated January 20,2014,signed and sealed by Walter A.Tillit Jr.,P,E,,on January 29,2014 bearing the Miami-Dade County Product Control Revision stamp with the Ncdico f Acceptance number n he exl2iration date by tllQMiami-Da ounty Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city,state,the following statement: "Miami-Dade County Product Control Approved",and NOA number, per TAS-201,TAS- 202,and TAS-203,unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sates, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed ill advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Oficial. This NOA revises NOA#11-1222.03 and consists of this page 1,evidence submitted pages E-1 &E-2 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A.Makar,P.E.,M.S. NOA No. 14-0129.13 LIMA4DADE CQUNTYg % { t:-'rd a Expiration Date; 04/26/2017 z Approval Date:03/20/2014 c73 2.° ?.e',$ Page 1 Shutter Tech,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL# 11-1222.03 A. DRAWINGS 1. Drmving No. 12-019, titled "Maximum Impact HVI HV2 Accordion Shutter sheets I through 28 of 28, and sht. 28A of 28,prepared by Tilteco, Inc., dated January 20, 2012, 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 I. See Association's generic approval under I1-1676. D. QUALITY ASSURANCE 1. By Miami-Dade County Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 11-1676. F. STATEMENTS 1. Release letter issued by the American Shutter System Association, dated January 27, 2012, certifying this product to meet the criteria ofproduct tested and . approved, and allowing Metal Tech, Inc. to use the test results approved under Mian:i Dade County Approval No. 11-1676, signed by Ms. Legny Rodriguez, 2. Acknowledgment letter by Metal Tech, Inc., dated March 19, 2012, signed by Steve Buzzella. 3. . Letter by Tilteco Inc., dated January 30,2012, signed and sealed by Mr. Walter A. Tillit, Jr., P.E., certifying that the di-mving(No. 12-019)prepared for Metal Tech, Inc. is engineering wise identical to ASSA's generic df-mving(No. 11-111). }'7 r "i LA`S f�--f Y '� ,t.�• �clmy A. Makar,P.E.,M.S. Product Control Unit Supervisor NOA No.14-0129.13 Expiration Date: 04/26/2017 Approval Date:03/20/2014 E-1 Shutter Tech,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 14-004, titled "Maximtan Impact HVl HV2 Accordion Shutter sheets 1 through 28 of28, and sht. 28A of 28,prepared by Tilteco, Inc., dated Jammy 20, 2014, signed and sealed by Walter A. Tillit Jr., P.K, on January 29, 2014. B. TESTS 1. None. C. CALCULATIONS 1. None. 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. `F l' X Z- Helmy A.Makar,'P.E.,M.S. Product Control Unit.Supervisor NOA No. 14-0129.13 Expiration Date; 04/26/2017 Approval Date:03/20/2014 E-2 GENERAL MOTES: L BERTHA H.Y.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT APPROVAL DOCUMENT(PAD.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2007&2010 EDITIONS OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM MAY BE INSTALLED AT Hit!VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODES,USING ASCE 7-05 STANDARD FOR INSTALLATIONS UNDER 2007 FBG&ASCE 7-10 FOR INSTALLATIONS UNDER 2010 FSO AND SHALT.NOT EXCEED THE MAXIMUM(A-S.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 12 THRU 17&25,26,28&2t1A TABLE OF CONTENTS IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DZYMMINEO PER ASCE 7-10 SHALL BE FIRST REDUCED TO AS.D.DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX,(A.S.0)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 12 THRU 17&25,26,28&RBA IN ORDER TO VERIFY THAT ANCHORS ON THIS PAD.,AS TESTED,WERE NOT OVER STRESSED,A 339 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS&I USED IN THEIR ANALYSIS. AREA 1: HLA BLADES Cl} BG(� BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1828 OF THE ABOVE MENTIONED CODES AS PER ATL REPORTS: GENERAL NOTES SHEET 1 -HV BLADE0 10214.01-03,10715.01-03,11004.01-05,11214.01-0$10317.02-D6 AND 10609.01-10 AS PER TAS 201,TAS 202 AND TAS 203 PROTOCOLS. SYSTEM COMPONENTS 1-20 SHEET.2 -W WINDOW BLADE ©10505.01-08 AS PER TAS 201,202&203 PROTOCOLS AND 0725.0t-08 AS PER TAS 202 PROTOCOL. SYSTEM COMPONENTS 21-37 SHEET 3 -HV BLADE 10422.01-05 AS PER TS 201,TAS 202 AND TAS 203 PROTOCOLS. TYPICAL SHUTTER ASSEMBLY 3B-43 SHEET 4 2. W BLADE Q MID W BLADE DARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER IN MEAS WHERE THE DESIGN PRESSURES TRANSITION FROM END ZONE 5 TO INTERIOR ZONE 4.EACH YANG ZONE MUST BE CLEARLY IDENTIFIED IN ACCORDANCE WITH SECTION 6,OF ASCE 7-05 STANDARD(FBC 2007)&ASCE 7-10((FBC 2010).ALL MOUNTING CONDITIONS AND FASTENER TYPES AREA 2hN BLADE 1()AND HV WINDOW BLADE AA SCHEDULES MUST BE APPLIED TO THE CORRESPONDING WAND ZONE.THIS SHALL INCLUDE REQUIREMENTS FOR MIN.SEPA.PA40N TO BIASS.DELIMITATION OF WINO ZONES 4 AND 5 AS WELL AS (WHERE APPLICABLE) VALIDITY OF COMPONENTS FOR HV BLADE31 &2(DA000RDION SHUTTERS SYSTEMS FOR EITHER WIND ZONE SHALL BE PREPARED AND CERTIFIED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT MEO ON BUILDING CONFIGURATION AND TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 ASCE 7 STANDARD,AND SHALT.BE SUBMITTED 10 THE BUILDING OFFICU-1 AT THE TIME PERMIT IS APPLIED FOR. INSTALLATION DETAILS A-E,CONCRETE/BLOCK SHEET 8 RV BLADE(E)AND W 1'RNDOW.BLADE® ARE ALSO ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL UMRAAONS AND CONDITIONS OF USE INDICATED ON SHEET 28. INSTALLATION DETAILS F-L,CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS((HV SCREWS).USED AT SADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 1 14X2.75 AND 1 14X1.75 RESPECTIVELY,410-HT MINIMUM CENTERMATE DETAILS HY SHEET 8 SERIES STAINLESS STEEL SCREIYS WITH 135.0 kst YIELD STRENGTH AND 180 kai TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA ITV DACROSHIELD COATING SYSM AS MANUFACTURED BY CENTERMATE ALTERNATING DETAILS HV SHEET 9 APPROVED COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE W MARKING ON THEIR HEAD, CENTERMATE DETAILS HO SHEET 10 4,ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6083-TS ALLOY is 31.7 kM AND 35.7 ksl END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 11 FOR 6005-T5 ALLOY. MAXIMUM SPAN TABLES SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 5O ksi MIN.YIELD STRENGTH AND 90 kat MIN.TENSILE ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 STRENGTH AND TO COMPLY W/FSO SECTION 2411.3.3,4. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 14 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR ASI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ked MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:W BLADE(Dr 13, 14, 16. 1S, 17 AND 2BA ANCHOR SCHEDULE-WOOD SHEET 16 W BLADE© :25. - ANCHOR SCHEDULE-WOOD SHEET 17 1N BLADE(5)&(9 WORKING IN UNISON; 13, 14& 16. INSTALLATION DETAILS M-R,WOOD SHEET 18 B.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 18'779,582,COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT 15'458,170 ISSUED TO INSTALLATION DETAILS S-X,VMOD SHEET 19 EASTERN METAL SUPPLY,INC. END CONNEC71ON DETAILS 7-12&X.WOOD SHEET-20 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 SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. AREA 3: HV BLADE:a`QNY 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WXHI WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL TYPICAL SHUTTER ELEVATION&NOTES ON-LOOKS SHEET 21 NV AND NO CENTERLATES AND ENGAGE OR LOCK ALL W AND HD LOCKS. - INSTALLATION DETAILS AA-GC, CONCRETE SHEET 22 11. A PERMANENT SHUTTER MANUFACTURER'S LABEL SHALL BE PLACED ON THE EXPOSED SURFACE OF THE SIDE RAL APPROXIMATELY 4'BELOW THE TOP OF SUCH RAL LABEL SHALL READ AS CENTERMATE DETAILS HD SHEET 23 FOLLOWS: END CONNECTION DETAILS 1-6&X,CONCRETE/BLGCK SHEET 24 SHUTTER-TECH,[NO. MAXIMUM SPAN TABLES SHEET 25 HIALEAH,FL ANCHOR SCHEDULE,CONCRETE SHEET 26 MIAMI-DADE COUNTY PRODUCT CONTROL APPROVED. 12.BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL.COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION AREA HV WINDOW BLADE (11A ONLY WHERE PERMIT IS APPLIED TO, 13.(a)THIS PAD.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOI PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;I.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE PAD. TYPICAL VBNDOW BLADE &WINDOW DETAIL SHEET 27 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 FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE 15 THE CONTRACTOR'S RESPONSIBILITY. AREA 5: HV WINDOW BLADE()ONLY (e)THIS PAD.WILL BE CONSIDERED INVAUD IF ALTERED BY ANY MEANS. - INSTALLATION DETAILS,METAL.SND WALLS SHEET 28A (6)SITE SPECIFIC PROJECTS SHALL BE PREPARED 13Y 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 THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)THIS P.A.D.SHALL BEAR THE DATE AND ORIGINAL SE&AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD TWIT PREPARED IT. FLORIDA 8UIL.DING .CODE(High Velocity HUrricone Zone Q 2012 EASTERN METAL SUPPLY,INC, FRDUUCTRliVi;EO tt11tt1N1F1N1tArAAA As complying Ing with the Florida ```�A�A\���A. r/�`/�AP�s� ���-_ 'INS. MAXIMUM IMPACT'HVI HV2 Aaca npcade .� �� [kH=uTT� RT. ACCORDION SHUTTER EXpfrgNan 73ata1 1 K �C�N ' E C O INC. BgRTNA Fry Adan S alterSyebRn r (ASSA # 26) N.V.BLADE A ! OR W10 H.Y.IWNDOW RME&BY.BIRD U, .•• --- EV,N DESCRIPTION DATE Orann b: AG, Nfaalr€U-n+iFlRtoOi"selConttoo 7�; jl TILLIT TESTING & ENGINEERINO COMPANY 7485 WEST 2 COURT 1DATE: Ot/20/14 • 8355 N.W.38th,St.,Ste,303.VIRGIRA WiDWS,ILMOA 3316 (305)871-1530.Fax:(305)871-1531 HIALEAH, FL 33014 2 DRAWING No a .It:tate-VA.Lx0. -. 3 4-'rtfl� V!V F�p P EB-0008719 PH 305 823-2323 FAX 305 826-7979 4 RID •�. WALTER A MLUT Jr.P.F ( ) ( ) MIAMI-DADE COUNTY P'�!ii N RS E FLORIDA U.1 44157 a SHEETOF 28 JAHiftµtp , 'y s'r fox mttWn BLwi Qi o VARIES 1.918' 1.491" t, a 6 0 4.454`_ •—�-� .090 1 43 a 4.371 4�• ,• 4• +4 ,388. L.. g'L 4.99 '� J75` Q)HV SOLD BLADE Y COVE p UNDER US PATENT fj 5458179 2 .HV BLADE o 9IF/180 STARTER SHV UNIVERSAL FLOATER � QUALIFIED FOR USE W HV HV WINDOW BLADE* COVERED UNDER US PATENT 5455179 QUALIFIED FOR USE W/ HV BLADED&Q l"/HV DIRE MOUNT BLADE , &( *SEE LIMITATIONS OF USE OF BLADE Q ON SHEET 28 6005-T5-ALLOY AND T MPER 0005-TS ALLOY AND TEMPER QUALIFIED FOR USE W HV 6063-i6 ALLO A D TE PER 6063-T6 ALLOY AND TEMPER BLADEQ),03& 6063-T6 ALLOY AND TEMPER ,j 4" 3.555' 3.226' .500' o • • ff32 g000'72 S qll42 ",� 1. 4,097" 8375'0.072" 0 0 ' _ •- _ �7 HV ADJ. ADAPTER W/LIP '6�HV ADJ, FLOOR TRACK QUALIFIED FOR USE W HV ( JjV WALK--OVER TRACKzo QUALIFIED FOR USE W HV BLADE(D,@&p QUALIFIED FOR USE W/ HV BLADE(1 &(�2 9OHV TRENCH TRACK 55" 3 s0 BLADEQQ ,®&d 6063-T6 At AND TEMPER 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 606346 ALLOY AND TEMPER BLADE M ONLY. HV RAINGUARD 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 1.917' xt VARIES 1`t 1.93 BLADE 1 & 2. h t' .815' VARIES 1.936' 6063-T6 ALLOY AND TEMPER aor 063 x ox. 2.035' c . .QB3" U 93"' ' ,525' .058` n .100 a ' o eT ( ^ ^ k 'a 49' q,� 6' 9 670 Nm S' AA'L, ' 4.22D•`�D 0�t • 870 6 J.52,11 HV.CEILING HEADER � ` 3s61' QUALIFIED FOR USE W/ W (p HY HEADER/SI(,(r ig HD CEILING HEADEWILL 1.5, SHD CEILING H---ADgR/SIL 15 BLADE 01 &i(A QUALIFSED FOROUSE W/ HV QUALIFIED FOR USE W/ W 14 HD WALLHEAERD /SILL QUALIFIED FOR USE W V SEE SECTIONS FOR ALIDITY BLADE 1 & BLADE 1 & BLADE 1©,®& 8093-T6 ALLOY AND TEMPER SEE SECTIONS FOR AUDITY Q QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER SEE SECTIONS FOR ALLDITY BLADE 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER SEE SECTIONS FOR AUDt1Y 6063-T6 ALLOY AND TEMPER X Y t I3R X Mt!Y MR t BLADE COMPONENT A B T1 T2 UAUFIE y 2" 2" 0.125' - 3' 3" 0.090' � z" s"MAX. Ila' t1e- HvQ SIDENA GLE xCO CORNER PONS QUALIFIED F R USE W HV ALUMINUM ANGLES is 2" 5"MAX, 0.182" 0,192' HVt2 QUALIFIED FOR USE W/HV SLADEt�3),f�& QUALIFIED FOR USE W/ HV 13LADEQ,Qq&(� 6063-T6 ALLOY AND TEMPER BLADE (SEE SCHEOULEI1 19 2.5` 7"MAX. 0.19 0.180" �t� 6063-T6 ALLOY AND TEMPER 60630' fiV -Ts ALLOY AND TEMPER FLORIDA BUILDING CODE(High Velocity Hurricane Zone ttttt1111111111!//1 O 2012 EASTERN METAL SUPPLY,INC. rzoDucTlttavwlar> ��tt`t E�A,?'1411h1G C. uoti nDo4c/ -.. G � {`��."\' ...�`. •,,'��fr� ��. �CO �Nc. ttUTT£RCH. :Nc. aCc RDION sT Hv't Hv2 cem Ilh11,w,U,0m 1'IoriJO0 BERTHAIMPAC CF � { ) MAXIMA v A=Wl°o shuMr TER Aute umeeNa �Z - � � 33 HUT �- /7 AssA 26N.V.BLADE 1 W N.V. DO BlA!E�At HX BLADE I .Ir -- W.N DESCRIPT70N DATE Or°wn A.G. Byr^� A•i *; = TILLIT TESTING & ENOINEERINO COMPANY 7468 WEST 2 COURT Mi3nttpad6 "a Control r - j ;*= 1 DATE: 01/20/14 6355 R,R.36th,St.,St..305,VACW WRENS,FLORGA 3316 Ph000:(305)971-1030.F°a:(305)011-1631 HIALEAH, FL 33014 2 DRAWING No O R ID ` a-matt:UiLecoOaaf.�m 34"OQ i�iC`"• Fj A ••��+ E8-0006719 "'i ct�i'•. \C\�.'` WALTER A.71LW Jr.P.E PH (305) 823-2323 FAX (305) 826-7979 4 nanDAuG t 44ts7 MIAMI—DADE COUNTY P.E�'f9 tYl$NAj ATE . s 2H OF 28 660 g 4.576' 1/4'-20x1/' 1//4'-20 DIE GST 2.29" .745' .745' 2.293' b 3d' Fur ucw CADED HOUSOM ERWEL M/A'-20 c 0 $.&M.5. t7a(ED FAINTED 1HREADEO IE CAST • Sqb, c ern . p (2 TIP.) 9 }� OWED FlW9EL 8 m � Da<Eo PaN1E0 aJ, n m a m io g ane.ESS `�' U PI n ` $ rS 3 .518 _ 1�• a 454 q ' BRASS CYUN&KEYS ROME ((CCHROME PLAYED) 21 BY CENTERMATE PLATED) QUALIFIED FOR USE Wj HV BLADE 1 &'1 ONLY 22 s° 1 `"^ ® BY �K HV EGRESS. LQCK eo63-T6 ALLOY AND TEMPER ® QUALIFIED FOR USE W/HV BLADE 1 & 1 ONLY ' 7.o s• QUALIFIED OR USE W/ HV QUALIFIED EOR USE W/ HV 6063-T6 ALLOY AND TEMPER 2 BLADE& ®ONLY. BLADE 1O& ONLY. �LIFIED FOR USE W/ HV BLADE 1 ONLY P3/4' 'O 16' 6063-76 ALLOY AND TEMPER PLASTIC NERDOF 1.75' 922' 4.45' 2' MOL SED EV- n4 ' 1763' 116 y .60'AFTER RIVETING is 6m .•7 P '06• 1/4", — BEFORE RIVETING _l I S.S. THUMBSCREW 114"0-20 RIVNUT* u Don 1a 0$•, *SERIES 9444 ALUMINUM(2024-T5 ALLOY)W7°E FLANGE THIN 9 780 • t- 9780' w 822' SHEET HUM",PART j 0820,AS A ANUFAG70.RED BY AVWF.L PLAN ff20NT yA4O,y HV ALE Fr fr .CHERRY TEXTORN.PARSIPPENY•NEW JERSEY 07064 OR EQUAL Q LOCK CENTgRMATE LOCKER FOR "T" LOCO CENTERMATE QUALIFIED FOR USE W/ HV BLADE i ONLY � HY FEMALE "T" LOCK CENTERMATE HV "T" LOCK TLV ALTERNATIVE LOCK 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE IV HV BLADE 1 ONLY QUALIFIEDFOR U ALLOY V BLADE TEMPET ONLY BLADE 1 ONLY. / Q W/HV BLADE Qt ONLY. Q 6493-76 ALLOY AND TEMPER 5, 9 7 1T o o CYLINDER GYllNDER 4R .214' •063 .62' 6 KEY CYLINDER .214' .545' 16 (((��1 , 0.875'Mkt. E LOOKINGD .40 , 11 p 'Q Y nro 1 .126'Max. W/ NO 6gCKI 31 QUALIFIED FOR USE W/HV BLADE 1 &� QUALIFIED FOR USE W/ HV BLADE 1 & 2 ,k71 6063-T6 ALLOY AND TEMPER HD CENTERMATE'S INSERT 6063-T6 ALLOY AND TEMPER VARIES, 12'MlN. QUALIFIED FOR USE W� HV BLADEQ,Q&Q -20 S.S.OR 7/0'0-16 30' 6063-T6 ALLOY AND TEMPER T "' THUMRTURN A;(SEE TIUu98CAEws. 31/2' _ CYLINDERETAU) 04R KEY .57 W CYLINDER 1.78'Max. LOCKING ROD p 75'9 D(D LOCK QALIFIED FOR USE Wl HV a 3 HV Q•'r s�— 0 AISI 394 BY RECENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK DOLT LOCK. BLADE( ,Q& z S`�6 HV 3/8"0-16 ACETAL BY- 6063-T6 ALLOY ANa TE £RTH�l�MBSCREWS S. SC S QUAILIFIED FOR USE W/ HV BLADE D&Q2 Q 5 INSTALLATION WILL REQUIRE A 7/16" HOLE QUALIFIED FOR USE W/ HV BLADE 1Q&© QUALIFIED FOR USE W/HY BLADE 1 &+� DLLED AT TRACKS FOR PROPER EMBEDMENT FLORIDA BUILDING CODE(High Velocity HDrr)cene zone ,`11111111 IllIIIIIA7 0 2012 EASTERN METAL SUPPLY,INC. PRODUCT,IR;u. ml luTtal, ww` � A, r!1(/''�., MAXIMUM IMPACT HV4 HIV2 SHUTTER TECK IiVe, Amplonc.Na z ! yw,• �_ ASSA 26 , Hv.Bta ACCORDION SHUTTER P r d ....... Kd P Building !.. /3 O �N�• Tsr,mte"r st9m Zo i ( d ) WINDOW BIABE&H.V.BLADE _ TILLIT TESTING & ENGINEERING COMPANY O' b. A0. By _zr`.= 1 ��fT = 7485 WEST 2 COURT 1 DATE: 01/20/14 MimmIDad -10CECo11{ioI 6. W35NW.769 St,5".3D3 wRDnuwmD+sn0RD137Ts STATE VF— - Pnone:(345)571-1530.Fax r(305)971-1531 HIALEAH, F7 33014 2 DRAWING No Q'. F • �'= a-mobs WtecO0001.ebm 3 A�nr.1A ""i�'F•,,l(��(CQ` ,`�ww EB-W097i9 PH 305 823-2323 FAX 305 B26-7979 4 '4 VVY 'i��/ 1� WALTER A TE.LR Jr.P.E t } { 5 MIAMI—DADE COUNTY P.E.`AY6 DATE F19tiDAUe X44187 6 SHEET 28 , . . . _ 41 40 ' SHUTTER. ASSEMBLY SCHEDULE FOR � � JIM HV SLADE 1A HV BLADE 2 39 HV LONG RECESSED NYLON BUSHING Fj HV SHORT RECESSED NYLON BUSHING 315"0 HV NYLON HAT WASHER EXTERIOR HV WHEEL CARRIAGE AISI .302-30.3 SERIES 0.870"x3/16" THICK NYLON WHEEL. 0.188"0 AJSI 302 SERIES S.S. RIVETS --M (Do orC or E NOTE FOR HV 1 3/4" ACCORDION PIN W/ #8 HEAD IREMENTS) HV 2 3/4" ACCORDION PIN W1 #8 HEAD EXTERIOR. POLYCARBONATE IMPACT RESISTANT HV WINDOW (SEE SHEET 27) TYPICAL SHUTTER ASSEMBLY r : (1) w PIN SHALL ALWAYS BE USED AT ALL EXTERIOR IXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM Ill/HV(D OR BLADE'S KNUCKLE. A. (2)W PIN @ WAY BE USED IN LIEU OF Q AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF W ACCORDION SYSTEM W/HV@ SLADE VMEN CORRESPONDING TO INSTALLATIONS-CC-AND-DO-. SHEET 22. SHALL BE USED FOR DIRECT MOUNT INSTALLAIION PER DETAIL X, WHEEL CARRIAGE SHEETS I I &24. -DETAIL ASSEMBLY LAYOUT FLORIDA BUILDING CODE(H;qh Veiocity Hurricane Zone' PRODUC]'(WV13131) 0 2012 EASTERN MErAL SUPPLY,INC. as t:tIn plyin,will,(11,Flalkla MAXIMUM IMPACT HVI HV2 Ac planze No—-0 L J3 ACCORDION SHUTTER 00111),11111 017, 131!RTHA HV w Accordion Shutter Slstem SCRIPPON _DATE III—br. A.G. a uc 4 TILLIT TESTING & ENGINEERING COMPANY 7485 WEST 2 COURT DATE. 14-004 WALIM PH (305) 823-2323 FAX (305) 626-7979 4 FLOROA Lt.III 44t67 SHEET L--- MIAMI—DADE COUNTY [P.E�"' '�� ` ®• *NOTES 0 Hy LOCKS AND CENTERMATES: N 'T", u 1", T *2�1 ' 8` �rn®.® 1.6NNDATORY cakOmoN dHt ONE HV LOCK @ or(a SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE ORB N 2 OF SHUTTER SPAN FOR SPANS UP SI 10OC ,A FOR INSTAL TIONS T ANY ELEYATiO14. HV LOCK or X MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO £OR CENTERMATES 1Y/{2) 1/4"4-20 x 1/2" LONG FLAT HEAD S.S.MS. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. £b, 2. LIMITED MANDATORY CONDITION #2 ALTERN MR-DR--gy CONDITION #j O&ID QNLY FOR F,LOOOg/CEILING L0,5MAATIONR. TWO HV LOCKS OR OR ONE HV LOCK OR W/TWO av r LOCKING RDS OAT TOP & BOTTOM SHALL BE SED F R ANY SPAN AND INS ALLATIO A ANY ELEVATION, HV LOCK OR @ SHALL.BE ATTACHED TO OR©CENTERMATES W/SAME SPECIFICATIONS AS PER MANDATORY CONDITION ff1. LOCATION OF LOG ROCKS AS APPLICABLE SHALL BE AS INDICATED ON TYPICAL N �) SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE#3 ON SHEET 12. ' aR 25 DA B oR 0 oR I!y w� Sr ,�OR MAY IF'DESIRED, USED ASEOR AN NSt ER OR OUTSIDEPERFORMANCE CONNOR ECTION OF LOCKS TPURPOSESOP To TWO W CENTERMATES R OR SHALL BE AS INDICATED ON NOTE(1)ABOVE. DI � � � v LCA ION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 4.QPTIONAL CON 2 NA14n ONLY WHEN MANRAMRY CONDITION#1 OR LIMITED MANDATORY CONDMON �B Hoc - # p E IS USED W EA6NREQUIRED TR BUT MY USF D:IRED TO ENHANCE SHUTTER PERFMANCELOCKINGRODSQp OANALTERNATIVEEVI esStl MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION), ii2 S.MANDATARY{„ IpQN j2c ONE HV LOCK Qt S LL BE USED AT CORNER CENIERMATES FOR ANY SPAN II 1 � V AND INSTALLAT1oN5 AT ANY ELEVATION• HV LOCK 2( or SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, 1 -- h � ' ATTACHED 70 R CORNER CENTERMATE W/(2) 1/4 4-20% 1/2"LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS M s AT TOP &AT�'OM SHALL BE USED.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 1 CE?.Kg '� MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 6.F14ST ALTERNATE TO MANDATORY!qpNDMON #j VALID ONLY Fog HY.Long 0!g/ymmErgicAi cmmgMMs •ONE ALTERNATE HV LOCK MAY BE USED N LIEU OF W LOCK or FOR ANY SPAN AND INST CATIONS AT ANY ELEVATION.AL ERNATE LOCK®MAY BE USED AS AN ASIDE OR OUTSIDE LOCK.ATTACF0.IENT OF 1/4'0-2Ox3/4"S.S.THUMBSCREW TO @ OR CENTERMATES SHALL BE MADE W/1/4"4-20x3/4'ALUM. SEE END RNNUT AS SHOWN ON SECTION WE,SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO .CONNECTIONLOCKS AT 1/3 OF SHUTTER SPAN. DETAILS ON D F E H ( J N L O , p 0 rt V W % n 1. FULL HET EIGHT°' *NOTES ON HV T LOCKS AND CENTERMATES: 7k OF CORNER 11' MANDATORI CONDITION#1 VALID ONLY FOR HV gL. Y Mnt —. .. •ONE ALTERNATE HV T"LOCK MAY BE INSJALLED IN LIEU OF HV LOCKS 0 OR FOR ANY SPAWAND CENTERMATE NUSUSLOCK , BE USED AS SOXIDE LOCK ATTACHMENT ICLNG REINFORCING LOCKER SHOWN ON ECTON HVG, HEET 9,WHICH MUST ©o"�oRt.f+L/ort 1�°R(j0 .�ox CONNECTED TO CENTERMATES @ AND 0 W/ 1/410-20 x 1 1/2"LONG S.S.THREADED BOLT W/7/8'0 x 3/32' %VING10+Qa+` .lJ°R ✓. a MAXIMUM AUT BOVE D4 BELOW MIDSPAN. USS. E OF OF O A TWO LOCKING ROODDST4 P AND BOTOM SY BE LEMANDATORY.SPAN OR 12" *NOTES ON HD LOCKS & CENTERMATES: 1.bb LOCK rZ WJ HD CENTEgMATES�.OR 3 W/ ONE ALTERNATE HD LOCK(g) MAYBE USED IN UEU OF Q+�an 19+ oa 19+`t;J HV LOCKS OR FOR ANf SPAN AND kSTALLATI0N5 A ANY ELEVATION.ALTERNATE NO TACK(B MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK+�TO 3D IS W/3#8 x 3/8'F.H.SS-MS.,AND INCLUDES TYPICAL n HV BLADE SHUTTER ELEVATION REINFORCEMENT INSERT SAS SHOWN ON SECTIONS HDB-HVB AND HDC-HVC,SHEET 10.LOCK MAY BE INSTALLED AT N.T.S. MiDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS®1S COMPLETELY OpnDNAL. }, FLORIDA BUILDING CODE(High VBI.Cit Hurricane Zone PRODUCT RO npyTg:v hll nPlntida `��A�AAAt�I�R A. r/(�/Jffr/ "—'"—' (S�2012 EASTERN METAL SUPPLY,INC. j ,' _ _ ,NcMAXIMUM IMPACT TT HV2 @� ,,, / �� TI�'L'�1' LTrtsXde,stt,da ,•� + , SHUTTER TECH. sxc. ACCORDION SHUTTER ,4cec)atmtte[\nf�-G Z'?.J3 4'�-��+-^-� r,'+-�. � EX 1, lion URleo -� r��f7S �-'' BERTHA FIV Accordion Shutters),Awu V� / (ASSA # 26) .Y.01kDE 1 W OR W 0 N.V:WINDOW BICE&H.V.BLADE FTYr `/,r / � 7 T1LLIi TESTING & ENGINEERING COMPANY EV.N DESCRIPTION DATE Dor.n : A.G. PAI tIL:aR' o ActC0na01 7485 WEST 2 COURT `�•• ST '" 6355 NA 361h,St.,St..305,VIRCINA CAROMS.FLORW ane 1 GATE; Ot/20/14 phos.;(305)871-law.F.::(305)e71-1831 HIALEAH. FL 33014 %.�''•.F a-mdl:ti4t.m9floi.Wm DRAWING No .,�Its•.LQRID� .•�Fk'�:� ED—ODO67£9 PH 3O5 { ) 3 3 4-004 •...... �� WALTER Rat u S ,P.E. { ) 823-2323 FAX 305 826-7979 e SHEET MIAMI-DAD E COUNTY P.E. �d tZL% ATE 6 5 OF 28 POURED CONCRETE POURED POURED REQUIRED /4 CONCRETE BLOCK 1 .4-20x3/4"S.S. CONCRETE - CONCRETE CONCRETE ANCHORS CONCRETE ANCHORS A HIKE SCREIVS REOUIRED REQUIRED JJnSEE SCHEDULE ON (SEE SCHEDULE ON V W/1I4'^20 CONCRETE ANCHORS fSHEE7 f3) SHEET 13) NUTS® 12'D.C. (SEE SCHEDULE ON SHEET 13) j/J 1. 1, , Min, t/4'd-20x3/4"S.S. Min• 17 OR 18 EQ EQ MACx1NE SCREVIS £ USING I/4"-20 NUTS - 19 2' " 12"O.C. I/ E.D.* /2. ( .250'Max. I ( 13 OR 1.5 ___ 13 OR 15 ---- * - .i i 1 D i\ I .250"Max. £ D• \ i i Max.ftaz. Hill 1}�\ OPTIONAL `-OPTIONAL I w SEPAFATION MIN.sEPARATTON I TO GLASS(SEE I TQ clAss »fI' a1 (' I �"""—'--(SEE SCHEDULE ON 1 EXISTING i fa�V 0 ' I �R `-' I AIINTO ECP,fASSION �' 1 �S L SNEE7 12} GLASS---4 EXIISTINfANG ill I­—(SEE SHEET 2)SCHEDULE ON Q HV WALL HEADER INSTALLATION I OC HV WALL FADER INSTALLATION a HV WALL HEADER INSTALLATION EXISTING I -EXISTING GLASS MIN.SEPARATION 1 � OtIS� 1 h�7q.£PSS�(SS�EE�t I 1 1 OR 1�q,� I 1 t 1 �GIASS--I (SEE TO CLASS ON 12 FOR BLADEI ANO r 1 ' MIH.SEPARATION I SHEET 12) ON SHEET 28 OR I TO GLASS i IXA6ES(J7 do(1 i {SEE SCHEDULE 0 1 OPTIONAL i SHEET 12) ✓ .. I ry Max. OPTIONAL. S i i i i I i I' f/4'Maz. Max. ✓" E.D.* Z I I i s D.* I 19 -- EQ EQ -- 120R® -_ 1/4'4=zox3/a"SS. Min. Q EQ PHILUpS T. HEAD 1/4`4-20x3/4'S.S.PHILIPS 17 aR 18 MACHINE SCREWS USING CONCRETE ANCHORS TRUSS HFAD&CNINE SCREWS CONCRETE ANCHORS t` i/4"-20 NUTS 0 T2`O.C_ (5££SCHEDULE ON W/1/4"-20 NUTS 0 12`O.C, (SEE SCHEDULE ON SHEET 13) MIn. POURED CONCRETE SHEET 13) POURED CONCRETE OR CONCRETE BLOCK OR CONCRETE BLOCK NCRETE ANCHORS REQUIRED WALL REQUIRED HV WALL SILL INSTALLATION (SEE SCHEDULE ON OF HV WALL SILL INSTALLATION POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIREDO NV WALL SILL I@]yS'jALLATION INSTALLATION DETAILS W,/ Q HV BLADE & NOTE`M`OM21MMN OF SFODD ° - - QHV + 1 HV BLADES AS APPLICABLE I-SEE SHEET 4 FOR TYPICAL SHUTTER *E D.-EDGE DISTANCE ♦ hf UAT10NS OF USE FOR ASSEMBLY (SEE SPECIFICATIONS ON SHEET 14) SEE � 2- MOUNTING SECTIONS CAN BE COMUINED BLADE l+_'9 ON SHEET 26 NY 1N AWAY TO SUIT ANY INSTALlAT10N. FLORIDA BUILDING CODE(High Veiocity Hurricane Ione Pf20fJUCP RP.VIST:D \1 �Q1 A.TI�1�AAi ®2012 EASTERN METAL SUPPLY,INC. �.` � �s cnmylying wllhlLa Florida �� �..••""'••.,l' i� SHt1TTERTECH MAXIMUM IMPACT HV'# HV2 iDnsinxcaaaQ•' s '�', .�.�. , lxC. ACCORDION SHUTTER AOOeplmlce\o G Q 13 <•-r -- y_ IIxpGotinu Untn a/ I L ECO �N C. BERTHAO VI/O H.oldMnn S NBLIDEsAt I i7 T' f Dix (ASSA $ 26) H.V.BfADE 1 Yl OR VI/O H. WINDO'N B E&H.Y.BLADE EY.N DESCRIPTION DATE Drown . A.G. By fj TILLIT TESTING & ENGINEERING COMPANY Tvtt>17aI UOMN ixff"P dtEua.C.ou:w1 7485 WEST 2 COURT 1 DATE: 01/20/14 ` Rh.St..Sta,303.YMNIA WOW%FLWQ%3316 STATE OF =�2 y 6355 .W.36T Phone:(305)871-1530.FaX:(3CS)671-1531 HIALEAH, FL 33014 z a-m.R:ult—a-Loam 3 DRAYIiNG No FlORiti� •G\C����~ EB-0006710 PH 305 823-2323 FAX 305 14-004 r�2Y S, •••....•••� WALTER A.TILT Jr.P.E C ) ( ) 82s-787s 4 FLo16f A LIo. MIAMI-DADE C01 NI" P.E. / (�iRt�DATE 441sT s 6 H OF 28 POURED CONCRETE ANCHORS I � 1SY S7pAM11fK1 •� CONCRETE (SEE SCHEDULE ON SHEET 14) - TO DOSS(Sm f OR ) REQUIRED �SaEaAE i UK STSARAna1 ENE OF it fat tAAC6tiXW in aVSS SLAB IF ON SFEEf 2B at I"'(stt 5a1[oui aT .D. APPLICABLE EXISTING eAaSQ�ad,0� :r I s+aa la) , ALTERNATE i I 1 a ANCHOR i ii \ i1 j LOCATION I EXISTING i BtOx3/4'NEX WASHER HEAD GLASS—� ( •• f OR 1 OR S S I 3/8'MIN. TIX SCREWS 0 12'OC. I 3/6 MI CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 14) EDGE$ EXISTING ' I ApPUCA9LE t f f ��— I E GLASS---+ SIDE OF I i, SLAB IF I SUB IF E.Q. :: Q.2 i S�CF APPLICABLE TO 0ASS t APPUCABLE somm112 I'm LON M/AX POURED--/ POURED E.D.* . 6N gm 25� I OR CONCRETE CONCRET HAOESQB REQUIRED E.D.• .D,*—• REQUIRED FLAT'HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 15) O BY CEILING INUALLATION CE' HV FLOOR-- INSTALLATION f @I HV WALK-OVER INSTALLATION CONCRETE ANCHORS 1 (SEE SCHEDULE ON i 10.�� 97SH.EEEr ' 'ISTE KU avdd EXCL NC i�ARA - CLASS—I MIN.SEPARATION EXISTING EXISTING ������ �^ slcn 7213 Gth5S MIN.SEPARATION I I 1"-----"— GLASS i 14 i (SEE SCHEDULE 0 iJ �'—(SEE SCHETO DULE 0t„ SHEET 12) SHEET 12) J` 1/4' Ihux. S iORI t MIN, �LOx3/4'HEX WASHER I $14x3/4' HEXHERO C 1 8 { HEADTEK SCREWS8TEX SCREIVS o 9'O.C. I "- 4x AC. 4OR tf4'4-20 5.5.M.S. ANCHORS _ ( a 7O 3/ $O1Qx3 a4'CS.D.S. -F— Max.NUT9'ODULE ONI — 7 ca 1$ 17 R 18 tf2' t" j #14x3/4'PA.S.D.S. f SLAB EDGE OF ®D. O.C, APPUCASLE CONCRETE ANCHORS Ef NOTE 13(b) G POURED CONCRETE (SEE SCHEDULE.ON POURED CONCRETE ON SHEET'113(b) .D OR CONCRETE BLOCK SHEET 15) OR CONCRETE BLOCK REQUIRED REQUIRED OPTPOURED CONCRETE HV WALL FLOOR INST L�LATIO_N Q HV WALL WALK—QVE INSTALLATION REQUIRED HV RAINGUARD 1NSTALLATION t INSTALLATION DETAILS W10) HV BLADE & NOTE FOR C,OMEHINAMON OF'SECTION Buyu LTJ HV .� 1A HV BLADES)- AS APPLICABLE THIS INSTALLATION SHALL BE 1-SEE SHEET 4 FOR TYPICAL SHUTTER «E.D.a EDGE DISTANCE RfM0YA0LE WHEN PERFORMED ' ASSEMBLY (SEE SPECIFICATIONS ON SHEET 14) ADJACENT TO AN OPEWiBLE EXtT SEE LW ATiONS OF USE FOR 2-MOUNTING SECTIONS CAN BE COMBINED 'I'OR ENTRANCE BLADE IA ON SHEET 29 'a IN ANY WAY TO SWT ANY INSTALLATION. FLORIDA BUILDING CODE(High Velocity Hurrlcane Zone PRODUCT RHVISI D tit Ot11111111H1111,1j,/ (&12012 EASTERN METAL SUPPLY,INC, fucarn31yiu1(with ilia Florida 7 , ¢(�,fi Thi t 1Nc. �C�'L.I1�C. MAXIMUM ACCORDION IMPACT HV'F HV2 `(t,5 /—. L�E G SHUTTER T _ SHUTTRR E`i{�11I DI a `,. .`/ +,'' �- {OSSA # 26I N.V.BlhDE 1'M +—rdio¢Shutrer5ystom Aai tanto ha af2.g-) BY(1c tj1 L_✓ W OR Y!0 H.V.WIM 1Y HUtcE k N.V. BIRD Mia�1t Dor�'[odaat Cantwt 'sl:'�/' TIU.1i TESTING & ENGINEERING COMPANY EY.N DESCRIMION GATE Drarn b. A,G. {i * 7485 WEST 2 COURT L DATE: 01/20/14 6755 N.W.38th.St.,Sta.365,NRCM'+A GARDENS,ttORIOA 3116 Ph—:(305)871-t57a.Fax:(3os)091-1531 HIALEAH, FL 33074 2 DRAWING No e—m Dt tllteto0aot.Cani S ES-0006919 14-004 +` WALTER A.nuiT a,.P,E. PH {305) 823-2323 FAX {305} 826-7979 s �.......�7� ��� FLORIDA Uc./44167 s SHEET MIAMI—DADE COUNTY P.E�'''9 hit�NA C�j7A7E 6 OF 28 r' SEE END WALL ECTION D ILS ON SHEETS I I & 20 SEE NOTES ON LOOKING RODS(D,w LOOKS(D Fo uTJ 90 I F IN I T —MSTING CLASS INSTALLATION W/ Hv AND ALTERNATE HV LOCK 0 ON SHEET S. IA uLAvE SLACK DETAIL KV IS VAUD FOR ALL �.o BLADE W HV CENTERMATES CENTERMATES APPLICAMON 1M BUDECD (22 OR-24 CONNECTION EXISTING CLASSSHEETS I 1--&-20 (D 3 1/4' 7' - ——-———7- ——————— (06.IfT. A13L ANGLE yr(z)1/4-0 TAPCON OPPOSING 5YMMETRYCA ANC 70 CONCRETE CENTERM " . CENTERMATES MIN s ewn N (TOP/BoTroh)& Ifox 4* 0 111 ERE �s GLASS, (4)II0XI/2-S.M.S.I -rusEl Yo.S.M.S.M UENGHT, yJfHV LOCK W/ Hy LOCK ar—o HEOULE ON AT EACH ANGLE.(ryp) (SEE SO F IN I SHEET 17) ---- -------- U-VO O�\� 0\2 / 1/2' 2 A 10 1 -V L FW -u-T] HVQ HVQ + POURED CONCRETE OR HVA EXISTING CLASS FCONCRETE BLOCK WALL REOU ED 5 ?--------------- -- - --- G SYMMETRICAL 6 + 7 + 0 @ MIN.VE7PZTION LASS ,C6 1; cuss NxIISTINC CENT FTN7 TGH I GLASS @+ (SEE SC EDULE ON OPTIONAL SHEET 12) F_ W/ H (INTERIOR) MIN.SEPARATIO F IN @ TO CLASS (SEE SCHEDULE o OPTIONAL SHEET 12) ) FO 7UT CHORS(INTERIOR) --—-—-—f—-—- -—-—-—- ONCRETE/ C T a c /< VARIES DL, 03 6 t/2'MAX.SLACK F0 7UT (WER16R) HVE HVF** L I x Fo-u--T RVD FLORIDA BUILDING CODE(High Velocity HurriCane Zone' PRODUCT 11,13vislail ,!/fol. (9)2D12 EASTERN METAL SUPPLY,INC. ........ MAXIMUM IMPACT HVII HV2 -TEr.H. Build;%Cud.,1 -0 Z ACCORDION SHUTTER Cud., .13 r",1,tion Wic 17 FILIECO INC._ (ASSA # 26) 30117111A HV I A=rdiu Sh.tter; H.V.R.v. E#I W/OR W10 H..ININDOW BLAI 3EV.It, DESCRIPTION DATE I wa..br, A.G. MlamIDa. roduUCmNr° TILLIT TESTING & ENGINEERING COMPANY 7485 WEST 2 COURT DATE: 01/20/14 STATI:nr --6355 N.W.361h.St.,St..W5,MROORk CARMS,FLORIDA 331" phm (303)871-1530.E..:(305)8fl-1531 HtAl.EAH, FL 33014 2 DRAWING No ­.Ift vlt..vv.L.* 3 ER-OD06719 P. r PH (305) 823-2323 FAY (305) 826-7979 4 14-004 WAVIER A.TILLIT Jr-P FLORIDA Ll.�1 44167 SHEET I MIAMI—DADI 13 or 28 ALTERNATE INSTALLATION W HV "T" LOCK 0 HV. SEE END CONNECTION DETAILS ON SH 11 & 20 MALEFEMALE "T" LOCKS CENTERMATES 8 29 & LOCKERS _ Wl/ 1 HV oUBLADE t � I{, EXISTING CLASS s0' BLADE SLACK DETAIL HVF, MDICATEO ON SHEET 8, AS WELL AS UNIVERSAL FLOATING BLADE Q DETNL HDD-HVD. INDICATED ON SHEET 10,MAY BE USED WITH THIS ALTERNATE tNSrALLATION DETAIL WO SHOWN IN THIS SHEET._ SFE END CONNECTION oEr 1 S ON SHEETS it & 20 z"x2'z1/8'x0'-2 (6063-78 AL101�ALUI.t. �t ANGLE 1r/(2)t/4•o TAPcon ! t/2• ARC 0R5.T0 CONCRETE (TOP/ODTTOM)6: L-------------------_----------------------------�-- (4)(I10Yt/2'S.Je.{{.S.TO TUBE O%0.3 4"S.M.S.0 12' AT EACH ANGLE.(tYP) C.FULL LENGHT. r 30 HV "T" S 30 IV T" MIN. TOEC ASS 5 = 3 LOCK (INSIDE) 1 3 LOCK (INSIDE) (SEE SCHEDULE ON -^—. ..... .. SHE 12) ----- --------- - — - - - --V41 t" @� 5 1 2$ -- 29 28 - r 11 z^ slz. 35 35 0�T 35 35 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 HY LOCK 3 3D HV "T" LOCK OUTSIDE * " tr Q (OUTSIDE) 26 1/4" s�-2O x 1" S.S.M.S. 0 HV T LOCK (OUTSIDE) "7"LOCK.ON SHEET S. W/1/4 1s x 5/8 RIVNUT t. ) SERIES 9444 ALUMINUM HVG* (2D24-T3 ALLOY) LARGE FLANGE-THIN SHEET NUTSERT.PART 10820. AS MANUFACTURED BY AVOEL CHERRY T£XTORN.PARSIPPENY,NEW JERSEY 07054 OR EQUAL. - FLORIDA BUILDING CODE(High Velocity Hurricane Zone >M~aapco•t n`�Iutntonrar"DMactnro 2012 EASTERN METALSUPPLY,INc. wconts tojjwithloPlaiJn rEH-TECH. MAXIMUM IMPACT H1 13uifdFt de tt ACCORDIONSHUTTER .!E7 /�TlCO �G. R ioM S}stm (ASSA # 26) H.Y.BLADE If Wl OR W/O H.Y. NDOWN.V.BLADE EV.H DESCRIPTION DATE 0—6. A.G. 4 TILLIT TESTING & ENGINEERING COMPANY itiSmSnaA`ctcontrof * 7485 WEST 2 COURT 1 OATS: Oi/20/t4 .; 6355 M.W.361h.St.,St.706,17AroN :AROENS,(305)8 FLOW1-15A 3316 �,,=+-r—.''.r' Photo:(305)e71-1530.Po■:(3os)e7t-ts3t HIALEAH, FL 33014 2 LDRAWING No e-me6:t6tecopoai.com 3ES-0006719 PH 305 823-2323 FAX (305 826-7979 • 0'4'WALTER A TIlL1i Jr.P.E. ( ` )FLORIDA Ua/44167 3 TMIAMI-DADE COUNTY P.E. {9�� (r�ATE 6 F 28 nt SEE END WALL CONNECTION DETAILS ONS 11 & 20 F EXISTING GLASS o-u-T-1 SO �N INSTALLATION 0) HV BLADE W/ HD CENTERM-ATES (D , & , '�� SEE END WALL COQ EOTION 6 DETAILS ON SHEETS I1 & 20-- ......CEXISTING CLASS ———————————————————————-- (W83ALUM. /2, 3 (OPTIONAL) ZT6.1/LLO T".."uir;oo flo 3/4'S.M.S.0 Ir YIN.SEPARATION (4) H.V. (OPPONAL) CONCRETE N TO CLASS PINS (TYP.) 33 TO(10 7.0.11! (SEE SCHEDULE F_lN_1 (4) H%Vf &(4) D.C. EACH ON SHEET 12 YP.) ANGLE,ETP) 4 5/8' .6 1/2' PINS 4 5 8 1 + I/ \% -—-—-—-—-- A a W go, DI b-, 11/2 li. _1/2. G 5 2 2O @OR 32 33 31 ORA OR 32 HDA—HVA 9 [(B OR 32 1 35 (OPTIONAL). HDO—HVC,- (OPTIONAL) HPB—HVB OUT SYMMETRICAL_HQ..CENTERMATES SYMMETRICAL HD -CERIERMATES W1 (8-4* LOCK (INTERIOR W/ 64)v LOCK (EXTERIUR Q,2)-U-(D4 7 aaaa j0+Q SEE NOTES ON LOCKING RODS NO q) LOCKS ON SHEET 5 UNIVERSAL FLOATING swEo DETAIL HDD-HVD IS ___20,—--------- ---A------- ---------- VAUD FOR ALL CENTERMATES APPLICATIONS WITH BLADE(D (D 3 HDD—PIVD** FLORIDA BUILDING CODE(High VeiocU Hurricane Zone 0 2012 EASTERN MErAL SUPPLY,INC. MAXIMUM IMPACT HVI HV2 &S complyiq%vith[Ile Flollao zH-TEc ACCORDION SHUTTER Ac"pswca BERT"ANV'Ac­dlmshum�syme Expi lion Dato- Z. 17 (AM # 28) N.V.BI WE III W/OR V1/0 N.V.WIHWN BLADE&,H.V,BWE 1, I IEV.N, DESCRIPTION DATE om-br. A.G. i,it a ac cam" JILLIT TESTING ENGINEERING COMPANY 7485 WEST 2 COURT I DATE: 01/20/14 M3 N.W.360,St..Stc JOS,MRMA QVIVINS,FLOMA 3316f STATE)F Phone:(30s)m-lsm.ro.:(305)871-15 1 HkEAH, FL 33014 2 DN • 3 DRAWING No "40p MWL bll�&O-Ixcm EB-OD05719 ......1. PH (305) 823-2323 FAX(305) 826-7979 14-004 70 WALTER A.TILLr Jr.P.E. 4 FLOPMA U.1 44107 5 ET MIAMI—DADSP.E. 5 ISHEOF 28 ' POURED CONCRETE POURED CONCRETE OURED CONCRETE POURED CONCRETE OR OR CONCRETE OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL BLOCK WALL REQUIRED BLOCK WALL REQUIREDY2- BLOCK WALL REQUIRED REQUIRED r EXISTING GLASS EXISTING GLASS CONCRETE ANCHOR EXISTING CLASS "� "- ? -- EXISTING GLASS ® 16'O.C. ..( MR.SEPARATION 2'MIN. �-- + TO GLASS(SEE l4N. AOATIOV� �- MR.Sr7'AMATKA�f EO ED TO aAS((SEE 122 FORRBBLAADEN OAND TO GLASS(SEE MN. LASS(SEE SCHEDUE ON E 'x3'AfAXN SIM 28 FOR SCHBXIIE ON SHEETTO E O(SFE 12£OR BLADE(DAND SCHEDULE2FR BLADE ON SHEET tOY�$t2Ef 28 FQOR D (6063-T6)"'NiT, BLADES�& ON SHEET 28 FOR 1/2" SHE289 AI'9 ELfOiER SOE} tiAffS t�&� PLATE(LLOCATE tI2" / \ � � T--•—� EAN7E5(Da, OF 5Q} Ar E17HER(IDE A6N \ ( _ Er 1/2'hilN. � �®} ( +bUS£1`OR 2'MAX, I �t 1.1/2'S,3{.S. 110x1/2'S.M.S. I ALUMNUM CIJPAS )ANGLE B'x0-2' ®16'O.C. 1 p.C, --- - - 4 ` tRf (6063-T6 ALLOY)AT MIDHEfGHT 4 \ (2)1/4-01TAPCONS ANCHORS TO S SEE DETAIL X FO WALL AT 1'O.C.(LOCATE AT 4 DR �' SEE DETAIL%FOR IDR SIpE CONNECTION EITHER SIDE OF(D) TO TRACKS SIDE CONNECTION 6. 7«8 0• SEE DETAIL X TO 4 «cc6��•Qm 8 a1�0•®« TO TRACKS « «6/ q«8 0•�« 10«�«�• 11©�®®«- SIDE CTO TRACKS 1 .«®u'©•�� �a 1 «�«vJ• Q`®°' f0•�°`�'�°'�'f(�S« �'�•�«LJ•�•�« 6 s0, •v.�:�-,0+0�jy a@« Q�5•�«�,®«�!.:�J•,©r'�« �s�8«I�•�BwOB•�a, 8� D• 1 5 �rtila"\7'4J«Ve®« + p�c"i 55 O ®04� ®«®'Q� 8�].�8a®•�«1�•® END CONNECTION DETAIL END CONNE(�}8'Q?ON . EAIL 2) END CONNECTION DETAILQ �D CONNECTION DETAI � L M k REQU m ONLY FOR SPANS GREATER THAN 12'-0' POURED CONCRETE OR EXISTING;-ZEXISTING GLASS CONCRETE BLOCK WALL �GLASS 4 � REQUIRED " ' MIN.SEPAWTION5p/ MIX SEPAPAnCN '--`----'-- TO GLASS(SEEC. TO GLASS(SEE Y '3---_--- SCHEOL6E ON SHEET SCHECULE ON Sim /� ------- -_ 6 OR®ORQOR t2 FOR BLADE - 12 FOR RnDEmM'DET/E1/2'AfIN. ------ _ _ IXJ SHEET 28 FOR ON SHEET 28 tT7R ANCHOR kaADEStDk� 4 ( OR}.3 OR�Ofl'I CONCRETE 8l-N)FS tkD.C. , ANCHOR Q -----D.C. 1 2 MIN.`"'— f O.C. ����_ -D2•MIN. •SILAGE SEE MQAONNS OF S'EETUSE 29 FOR 4�OR CR}BOR VIEW 1 s PLA �TAIEPOURED CONCRETE ORND S ELATION CONCRETE BLOCK WALL {yREQUIRED HV BLADE OR HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL, END CONNECTION DETAIpN g 0 EC 10 DE 6 FLORIDA BUILDING CODE(High VelocityHurricane Zone PRODUCT'RDVISIiU A�r ����/tt ©2012 EASTERN METAL"SUPPLY,INC. ne complying wilti the rlor"da ,�' @Z•'' • Tri MAXIMUM IMPACT HVII HV2 •Com( ✓�,� �HUTTEA•ITECM ACCORDION SHUTTER GaildingCodO � � �� • 1NC. Acceptance No LZ-i -1 j �:``'�'�t'""-'''•� /711 �LTE C 0 )��� ..�80RTMAHVA.ao Ion S�iulterS,yeta(ASSA# 26) N.V.BV,DE 1 W OR Yl 0 N.V,WIN HV,BLADE EV.N OESCRiFRON PATE Drawn b. AG. Dy e=_� `ll4 "fir TILLIT TESTING & ENGINEERING COMPANY 1 DATE: Dl/2o/14 Tvfl Ute1,<3>r un Ciat of x_-o• STS OF 7485 WEST 2 COURT 8355 N.W.36th.5t„St.WS.%IRNA DAROENS.FL.OFDA 331 ��• .� Phone:(305)871-1630.Fax:(305)671-1531 HOLM, FL.33014 2 DRAWING Na i� 4ORID¢ . �.��.� e-ma�tilt�ee$Ogl.<om 3 S/ qqLL Ca WALTER A.T,T Jr.P.E. PH (305) 823-2323 FAX (305) 826-7979 4 1'4-004' MIAMI-DADE COUNTY P.E. S'dt'/6NlAT-V4 t7%DATE FLORIDA ua !44167 6 SHEET 6 ttOF28 SCHEDULE !!1 �^GHE4ULE W2 �CH�bULE 1!3 MAXIMUM SHUTTER SPAN L+ '' " OR "L-" (ft.) MAXIMUM SHUTTER SPANS MAXIMUM SHUTTER SPAN*"L+" * NOTES, �• 4 SEPARATION TO GLASS REQUIREMENTS_ FOR INSTALLATIONS W S "L+" OR."L-" ft. FOR R "L-" (ft.) INSTALLATIONS / !�!, { } (1) L+:MAXIMUM ALLOWABLE SPAN FOR A GIVEN (I) SEE BELOW FOR MINIMUM SEPARATION TO -CFEWFRMATES. &@'or ars W/ONE INSTALLATIONS W"OCKINI W/ POSITIVE A.S.D.DESIGN LOAD. GLASS SCHEDULE FOR SHUTTERS INSTALLED WITHN HV LOCK or r Or HD LOCK W CENTERMATES. & W/ TWO HV OR L-:MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE THE FIRST 30'-0•ELEVATION OF BWLDlNG 1 2� ! / 4R LOCKS OR TWO AS.D.DESIGN LOAD. MEASURED AT BOTTOM OF SHUTTER. NO LOCKING RODS OR CENTERMATES & ON£ HV LOCK W/ ONE HV LOCK W TWO LOCKING RODS OR W/ NO OCKING RODS®TOP/80770 2 PROCEDURE TO DETERMINE MAXIMUM SPAN FOR ® / () (2) MINIMUM SEPARATION TO GLASS FOR SHUTTERS TOP & 84TTOM t SEE NOTE RODS t SEE NATE Wj ONE HV LOCK OR WALL MOUNTINGS OR FLOOR/CEILING: ( j'} { j-} INSTALLED ABOVE:30'-0"ELEVATION OF BUILDING, R . SEE NOTE 1' GWEN A POSITIVE A.S.D.DESIGN LOAD,DETERMINE MEASURED AT BOTTOM OF SHUTTER IS 3". CONCRETE&WOOD CONCRETE&WOOD CONCRETE a: SPAN"L+'FROM SCHEDULE. vAwvOv WOOD INSTALLATIONS D NSTALLAT(ONS 0 INSTALLATIONS a GIVEN A NEGATIVE A.S.D.DESIGN LOAD,DETERMINE ASA 6ES[QN FLOpR/GELLING ASS IX.txN WALL MOUNTINGS A£a quR MAXIMUM SPAN"L-'FROM SCHEDULE. tev0 Tvnr•5 WALL MOUNTING U tan test) & • (}OR-) MO NTINC (+oR_) FL00R CE1Uf1G MOUNDINGS tA.•6 LY''d') IlOORjCE1DN0 MOUWWG (+OR^I FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE SHUTTER.,W/Q�L�WITHOUT LOCKIN•RODS L t.{$) _11B,_411 .L-(-(aJ km L-(a) L+ ($} L-{a) L i tt) L-M MINIMUM DETERMINED SPAN BETWEEN"L+"AND 3o 13'-2• 76'41 13-z' 76'-1' 30 12'-J' ra'-s 30 IJ'-l" ts•-o' INSTALLATION W/ INSTALLATION Wj 35 12'-8' t4'-70' i2'-6' I4'-10• 35 ft'-9' S3'-a" J5 12'-7" 15'-T (3)PROCEDURE TO OETERMNE MAXIMUM SPAN FIR SHUTTER SYMMETRICAL POSING COMBINATIONS IN BETWEEN t'tAll Wj R.00RjCENNO SPAN CENTERMATES CENTERMATES 40 12'-J' 7J'-10' 12'-3• 13'-10" 40 11'-4' 12'-9" 40 12'-2' 15'-2" MOUNTINGS; 45 11'-I i' 13'-t' 11',-iY 13'-t' 45 It'-I, 72"-0' 45 11-9• 14'-3" 105' 3 5j1$'s 4' 50 11'-T 12'-6' 1 M1'-T 12'-5' 60 10'-B' 11'-5" 50 11'-6• 13'-7` FOR A GIVEN POSITIVE A.S.D.DESIGN LOAD: OR LESS DETERMINE: >105"TO MAX. 55 fl'-4' ii'-f0• 11'-a' it'-M1O' 55 10'-6• 10'-11" 55 ti'-3" 72'-tt' L1+-MAX,SPAN FOR WALL MOUNTING INSTALLATIONS. 3 7fa'e 4' 60 11'-1' 11'-4' it'-0' I1'-4' 6o IW-3' 10'-5' 60 11'-O" 12'-4° l2t'" MAX,SPAN FOR FLOOR/CEILING MOUNRNO ALLOWED 55 10'-10' 10'-70' 70'-T 11'-tO' 85 !6'-6• 10'-O' 65 10'-9" 71'-I1' INSTALLATIONS. s USE 2 1j2'FOR HD LOCK - { O 70 10'^81 10-6' 10'-2' 10'-6' 9'- 9 " USE INUCATED VALUES FOR h RMRA SO " ' B 70 10-7 •11 , FOR A GNEN NEGATIVE AS.O.OES!CN LOAD: 75 70`-1" 10-1• 9'-t8' 14'-1' DETERMINE: ! 75 9'-4° 9'-a' 75 70'-4" 17'-i' MINIMUM SEP TION TO GLASS SCHEDULE., 80 9'-10' 9'-T 9'-1 O• 80 9'-0' 9'-0" 80 10'-0" 10'-9' Lt-- MAX,SPAN FOR WALL MOUNTING INSTALLATIONS. SHl1TTFRA Lz MAX.SPAN FOR FLOOR/CEIUNG MOUNTING ,Yl,(QNE LOCK &TWO LOCKING RODS OR 85 9'-6" 9'-6' 9'-•3' W-6• 85 W-9• 8,-8" 85 9'-9• 10'-5` INSTALLATIONS. WITH ONLY TWO LOCKS 90 9'-3' 4'-J• 8'-O' 9'-3' 90 8'-6' 8'-6` @0 0'-5" 10,_1• 95 9'^0' 8'-9' B'-9' 8'-0• 9S 8'-3' e,-3" 95 g'-2` 9"-14, FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE SHUTTER INSTALLATION W/ INSTALLATIONOW/ MINIMUM BETWEEN 'Lt+•,"L2+°, 'L1=AND"La-° Spm SYMMETRICAL too 8'-s° e'-4• 6'-6' e'-s" too W-11 e'-s` 100 s'-0° 9'-7" 1 CENTERMATES CENTERMATES 105 8'-7" 7'-11' W-4' 6'-4' IDS 7'-11' 7•-11' 105 8'-9" 9'-4' (4)00 TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 110 8'-4° 7'-7' 8'-2' T-71' Ito T-8' T-7• i 10 8'-7• g'-2• ALLOWABLE SPAN AND NEGATIVE A.S.O. DESIGN LOAD TO OR IDS" 3/4.2 3/4'`� 3 3/16° 115 8•-2• 7'-3" 8'-0• 7'_7• DETERMINE MAXIMUM ANCHOR SPACING. 115 T-6' T-3• _ 115 8'-4" (T-17' >105"TO MAX. 3 1ja«•w J ifa" 120 8'^0' 6'-1(' T-10' 7`-4" 120 7'-4• W-111 120 W-2• 8'-9' ALLOWED 125 T-10' 8'-8' T-8' T-0' 125 7'-.3- 8'-8' 125 e'-0" 8'-5' Q MAXIMUM SHUTTER SPAN "L+"OR"L-'FOR #;USE 2 15j76•FOR FIV'i'LOCK Wj©5 131 T-8` 6'-5' 7'-6' 6'-9` 130 7-11 6-5' 130 7'-10' 6'-i' INSTALLATIONS INTO WOOD SHALL BE UMTEO TO 145 Its USE 4 1/8"FOR HV"T"LOCK(D W/©5 J5 1 7'-7' 6'-2' 7'-4° 6-6' 135 6'-11' 6'-2" 135 7'-0" 7'-9' p0.A.S.D. DESIGN LOAD, USE INDICATED VALUES FOR III CENTERMATES. 140 7'-5' 5'-M1Y 7'-3' 6'-3' 140 6'-70' 5'-ti' 140 7'-7' 7'-6' 145 7'-3' 5'-9' 7'-1' 6'-0• 145 6'-e' S'-9' 145 7'-5" T•-3" INSTALLATION LEGEND 150 7'-2• s'-7' 7'-O' S'-70' 150 -W-7' S'-Y ISO 7'-4" 7'-0' t N.V. CORNER CENTERMATE 13 MAY BE CONCRETE 8 MJNSORY •—WODD 155 7'-0' S•-5" 6'-10' 6'-8` 155 $'-6' 5'-51 155 7'-2' 6'-9' USED AT ALL MOUNTING INSTALLATIONS.LOCKING 760 6'-11" 5'-2' W-9' S'-a' 160 $'-5` 5'-2' t80 T-f` 6'-7" SPECIFICATIONS SHALL BE AS INDICATED CN WALL -- M.N,O,P.Q,R: 165 W-10' 8'-1" 8'-8' S'-4' 165 8•-3• W-7• 165 7'-0' 6'-4° MANDATORY CONDITION#2 NOTE 05, SHEET 5. MOUNTING A,8, C, D, E, g&V. F, K & L. 770 8'-9' 4'-11" 6'-7• 5'-2' 170 6'-2' 4'-t 1" 770•• 6'-11" 6'-2' -� 175 1 6'-7• C-9" 61-5" W-0' _ 175 6'-1• 4'-9" 175 6'-9' 6'-0- FLOOR/CEILING G, H. I &J. T. U, W & X. 180 6'-6" 4'-8' _8'-4• 4'-70' 180 6'-0` 4'-8• 180 61-8• 51-10' MOUNTING 185 6'-5' 4'-6" 6'-3' 4'-9° 185 V-11" 4'-6' 185 6'-7' W' 8' 190 6'-4' 4•-5' 6'-2' a`-T 740 5'-70' 4'-S' 190 6`-G" 5'-6' �/ g LADE ONLY 195 6'-3' 4'-3' 6'-1' 4'-6' 195 $'-9' 4'-3' 195 6'-6` 5•-5' Y 201 6'-2' 4'-Z' 6'-0' 4'-5• L200 5'-9' 4'-2• 200 6'-4" 5'-3` zas e'-o' 4-r 6'-0• a'-3' zos s'-s' a'-1• los B'-3" s'-t' t"l.4RlDA BUILDING CODE(High Velocity Hurricone Zone PRODUCTREVI51317) ',N�11\H rt y,t 11//rftf __ ®2012 EASTERN METAL SUPPLY,INC. us Dnil�irgCOlO1•ilhUloFlarhla b��``'`���" ,• ����✓/rj�'"i . �0 , r �HtJTTER TECH.tzy� MAXIMUM IMPACT tIV1 HV2 AesePl:ulrc NDL - 9-t3 .,'�; \ ACCORDION SHUTTER. Bxpitlonlian lJAfony.-" .�, ! T��° `j, • BERTHA HV Amordlsn Shutter63stem Dir j 7 (ASSA # 26) H.V.OWE t W OR w/o H.V.WINWN RADE&H.V.BLADE 11 Y;t c—.;'-' j /"� •/ `3.E r`�' EV.N DESCRIPTION ontE Gronn 6: A.G. MianLD6t'(Pi set Cnntro `1kC: :"IIF! TICCIT TESTING & ENGINEERING COMPANY 7.¢85 WEST 2 COURT O•, 6355 NX 36th.sL,S1e_303,tiiRONtA GiRDENS,FLOM 3316 t DATE: 01/20/14 Phans:(305)671-1530.Fez:(305)871-1531 HIALEAH, FL.33014 t DRAWING No i�iC`'• FLORIDA.��4``� a-moll•67tem13ool.com 3 � EB-0006719 PH 305 823-2323 FAX 305 826-7879 < 14-004 ...•. 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' 4'-0" 14 12 10 e 8 a b 6 14 12 l0 0 8 8 5 6 14 12 10 9 8 8 a 6,0 TAPPER+ 14 12 t0 9 8 8 8 4 f4 1z to 9 a 8 @ 4.5 14 12 10 9 8 'e 4 3.0 A.2)MINIMUM EMBEDMENT OF 1/4"0 x 3/4'ALL POINTS SOLID-SEr ANCHORS SHALL BE 7/6'INTO THE POURED CONCRETE.NO EMBEDMENT 14 12 to 9 -I­d- 8 4.6 it t2 to 9 0 8 e a,a t4 i2 tO 9 a a- 8 4.5 INTO STUCCO SHALL BE PERMITTED. 1f4"0-20 S.S.MACHINE SCREW USED SHAM.BE 1 1/0 LONG 6$KMUM SHOULD STUCCO EXIST,AND 14 12 10 0 7.6 6.5 3.5 - 14 12 10 9 8 8 8 5 14 12 10 9 5 7 6.5 4 1'MINIMUM FOR WALLS WITH NO STUCCO. 5'-0" 14 12 10 8 8 8 6 8 14 12 70 9 8 8 6 5.5 14 12 10 9 8 H 8 4.6 +SEE UMJ[A71ONS OF USE FCR A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EMS17NO WALL OR MOOR, 14 12 10 9 8 7 4 - 14 I2 10 9 a 6,5 6 3.6 i4 f2 10 0 86 5 3.5 3 BLADE Ivry ON SHEET 28 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON t4 12 10 8 a 7A 4A - 14 12 i0 9 8 s a 4.6 !4 !2 t0 9 a 8 4A .7B NOTES Mit5&A2}ABOVE.FOR INSTAtUTtOHS ON VINYL SlOING Oft EFS LWTN OR TWTHOUI'NEtAt STUDS CONSULT THIS ENGINEER.FOR f4 12 9.5 z6 s.6 4s - - 14 12 to $ a za b.6 4 14 12 to 9 a a 4.5 3.5 INSTALLATKSN INTO EFS WITH METAL STUDS SEE SHEET 28A 1} 12 10 9 6 e H - 14 12 10 9 a 0 8 a 14 12 10 -9 H B.6 5 3.6 14 12 i0 8 7.1 6M7 3 - 14 12 10 8,6 7 Ns.a ; 3 74 12 a @,ff LS 4 J - (B) TO EX#SRNO CONCREt£BLACK:(ASTM C-90) t4 12 fo 9 a 6 - - 14 12 10 0 8 8.5 5'3.75 14 12 10 8.6 8 5 4 - - 1f4"O TAPOON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX, i4 12 H 8.5 6.5 3 - - S4 S2 t0 0 6 BS 4.5 3,6 14 12 10 8 7 5 3.5 3 Lf4,x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. 7,-On 14 12 10 B s 6 14 12 10 9 8 7 5 4 14 12 10 9 7.0 5.3 4 3 - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT INC. 14 12 10 0 OA 4 - - 14 12 0 7.5 0 4.5 3,5 - 14 s0.6 7 6,5 4, 3s » - -4/4"0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 14 12 to 8.5 7 4 - - 14 12 10 9 7.5 5.5 4 - 14 12 9 7 7.6 4.5 - COMPANY OR ANY OTHER APPROVED UCENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AVERICA14 SHUTTER SYSTEMS ASSOCIATION,INC. 14 11 7 8,8 4,6 - - 14 12 10 B 7,6 5.6 4 14 12 9 7 e 4.6 3 8'^0" 14 12 10 9 6 8,6 - - 14 12 10 9 8 6 # - 14 12 10 6 6.5 5 3,5 - NOTES: 14 111 9.6 7 6.5 3 - - 14 12 8 0.6 5.5 4 3 - 12.5 9.5 B 6 4 3 - B,1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPOON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4"AND TAPCON 14 12 9.8 7.b 6 - - 14 12 9.6 a 6.$ b - - 14 12 8 6 9.5 4 - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1', 13 9,6 6.5 a 36 - - - 14 12 10 8 6,0 5 - - 14 12 0 0.8 5 4 B.2)MINIMUM EIABEOIAEW OF 1 / B'-0" 14 12 to 9 6 - - - 14 12 fG 9 7.5 4.5 - - 14 12 8.5 7 5.5 4 - /4'0 x 3 4"ALL POINTS SOLID-sEr ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 17.6 7b a 4 - - - 14 11 7 63 5 3.a - - !1 a a.0 {,a 3.6 - - - EMBEDMEW INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 SS,MACHINE SCREW USED SHAW BE 1 1/2"LANG!MINIMUM SHOULD STUCCO 14 12 8 6,5 45 - - 14 12 6,5 7 6,a 4 - - 14 10.6 7 SA 6 4.5 - EXIST,AND t'MINIMUM FOR WALLS WITH NO STUCCO. 11.5 OS 10 4 . - - -114.12 8 7 6 4.5 - - 14 11 7 6 5 4 - - 8,3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 I2 f0 a 7.6 - - - 14 . 10 6 4 3 - - 14 12 a 6 b 4 10'-0• ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 1016 7 a 3.0 - - - i3 8.6 e.6 0 4 3 - - ID 7S 6 4 3 - - NOTES 6.1)&8.2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 14 71 7.3 b.5 - - - 14 it. 9 6 6 # - - 12.0 as a 6 4 4 - - FOR INSTALLATION INTO EWS WITH METAL STUDS SEE SHEET Zak 10.5 a a - 14 12 8 6.5 6.6 4 - 13 f0 8.6 b 4 3 14 12 !O - - - 14 12 9 7 6 4.8 - - 14 10.5 7 5S 4.5 3S » (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPEOWMIIONS OF THE ANCHOR'S MANUFACTURER. 12.5 9,5 6 - 12 9 a 45 4 3 9* 7 4.ff JS 3. - 14 10 7 - - - - 14 306 7 tla 4.tl - - - H.a 0.5 4.6 4.5 .76 - - (D) .SEE SCHEDULE BELOV!FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS, 0.6 7 4.6 - - - 14 11.5 7.5 6 a - - - 12 $ a 4.5 4 - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR AMC RSt 12'-0' 14 12 10 - - - - - 14 12 a OS ab - - f 10 6.5 5 4 - - St,S 8,6 4.d - - - - - ii 8 5.fr 4 SS - - a ; $ - - - - AWUMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW,FOR E.D.LESS THAN THE INDICATED,REDUCE ANCHOR SPACING - 13 9.5 8,6 B 4 - - 8 e 4 - - - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWNIO FACTORS. 9 8.5 - - 14 10.6 7 6.5 4.6 - 8.5 6.5 4.5 3.5 - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. FACTOR 13'-0" 14 12 - - - - - 14 71.6 7.6 b 5 - - 9 6 4,5 4 - ACTUAM.0.5 s - - - - - iG 75 a 4 a - - 5.5 4 3 - - EDGE TAPCON TAPCON WITH ADVANCED ALL POINT SOLID SET BLUE TAP W CAP TAPPER + 5 es - - - - 12 s 6 4,5 4 - 7 6 4 - - - iNCTAtCE THRFFA7FORM TECHNOLOGY / MIN.SPACING 13 9,5 6.E 5 - 7.5 6 4 - - - B OR E,D� MIN.SPACING e.3' MIN.SPACING-3' MIN.SRRPACING-3 1/2" MIN.SPACING-3' 3 3/4' 4' 12 - - - - - 14 10.6 7 6A - - - e.s 5.0 4.4POURED CONCRETE& RED CO SOCK CONCRETE BLOCK pGMCONDIZIE CGIN7KIE RAD, 14'-0' FotitD CC4TE CYklC4iE!aO S POU EO CONCRETE& POUR£0 CONCRETE&to7.a - - - - 0 7 4.6 J.6 - - - 5 3.5 3 - - - CONCRETE BLOCK ALN E0..3 1 Y Alit E0.•2 fj2' ANN.EP.•31/2'MN ED.•2 1/2'11.5 B - I1 8 5.5 4S - @.5 4.5 - ATN ED.•3' / MR ED.•31 VOR ED.•J' 1.6 - - - - - - 12 9 8 - - - - DOW 3' 1.0 0.90 1.0 0.78 LO 0.84 f.0 14 - - - - - - 13.5 t0 6.5 - - - _ to's s 5 - - SLADE WORKING 2 1/2• 0.81 i.a 0,67 1.0 0 - - - - - - 8.5 6.5 4 - - - - - 6.5 s 3 - - - - iN UNISON ♦ z• 0.71 - o.6I f0 - - TOS 8 5 7 - - - 1,5 8.5 5.5 - - - 9 5.0 4A - - - 1 3/4" �' ^' - a.43 - 14 - - - - - 12,6 9.5 8 - - - - - t0 75 b » 16'^0' - - - } 1 2' 0.35 - - 0.35 8 - 8 64 0 - _ - FLORIDA BUILDING CODE(High Velocity Hurricane Zone (D 2012 EASTERN METAL SUPPLY,INC. PruniocrNvvisrD 1�"iER p.iT{`r,,,r,, a7 Complying With ow Plor)dH �Oi , TECH INC, MAXIMUM IMPACT HV'I HV2 '' • ACCORDION SHUTTER ti0ildit�8t.N `'++ . � _ r�ACeeplsnSa NpA Z ;"" -_ 'S'% G /7�� ECC. BERTHA KV ACmnllpd SLUUer Sy4lem Gyumli0n l:alaQ;�+ 2" -13 `""F._." G 7 f�://7y��DY (ASSA# 26) H.V BlADE i W OR W 0 H.V.WINDOW BLADE&H.V.BLADE ijyf(J��� ��!/�" �:^/ ! �7 TICCIT TESTING do ENGINEERING COMPANY Ev,N DESCRIPTION onrE $m.a Inn A.G. MififSlL b8Cfi0Tr�Ci C0nlr0S * '7t• 61%N,W.35th.37„St.3ps,aR09n4 OMENS,FLORIDA 331617488 WEST 2 COURT 1 DATE: 01/20/14 ' Phana: ­ 5)57ur 1-1530.Fax:(305)07t-1531 HIALEAH, FL 33014 •2 %Q C e-maD:81t4cooaoi.cam DRAWING No FS+'' 1,111..... '�e`a``�� WALTERwnLUTJ,P.E. PH (305) 623-2323 FAX (305) 826-7979 4 Q"pO4 t ♦ FLORIDA Ua. 44fa7 a 1SSHEOET $ MiAMI-RADE COUNTY P.E. $1019A` ATE MAXIMUM ANCHOR4 SPACING &) enucnl e P FOR A GIVEN MAX, SHUTTER SPAN A.S.D. QFSIQN NEGATIVE LOAD AND A CORRES_pONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALLATIONS (SEE MOUNTINGS 6 J,K k L ON SHEET 7) POURED CONCRETE POURED CONCRETE CONCRETE BLOCK ANCHORS SPACING LEGEND I7A.wuuM OT WALK OVER MOUNTING QJ NAINGUARD MOUNTING (�K VTALL/FLOOR MOUNTING ©wALL/NALK OVER MOUNTING TAPCON OR AN A.S.D.DESIGN NEGATIVE IAAD(p.f) A.S.D.DESIGN NEGATIVE LOAD(psQ A.S.D.DESIGN NEGATIVE LOAD(psf) A.S.D.DESIGN NEOATNE (P-f) TAPCON WITH ADVANCED 30 40 60 75 90 120 180 205 30 40 OU 75 90 120 160 205 30 40 60 75 90 120 160 205 30140160 75 80 120 tfio los THRFADFORM TECHNOLOGY 14 12 10 8 B B B 0 2 12 12 12 1T lb 8.5 0.6 7 7 7 7' 7 .5 5 6 b 5 5 6 6 6 ALL POINTS SOLID-SEF 3'-0" -i 4'-I."io B a a a e lz Iz 12 lz 12 12 0.6 7 7 7 7 7 7 7 7 7 e e a e o 0 6 6 BLUE TAP R IESS 14 12'10 0 0 8 6 6 12 12 i2 12 0.0 8 6 4A 7 7 7 7 7 7 7 8.5 6 5 fi S 6 8 6 5 14 12 10 9 0 B 9 8 12 12 12 12 12 10 7.5 8 7 7 7 7 7 7. T 7 6 5 5 5 6 6 6 6 TAPPER+ 14 12 1D B e 6 0 a 12 12 12 12 1.8 8.5 e.6 6 7 7 7 7 5 5 6 6 8 6 4 - 4'-O" 14 12 10 9 8 6 6 0 12 12 12 12 12 BA 7 6,5 7 7 7 7 7 7 7 7 5 E b 5 6 6 5 a 14 12 10 B 8 8 5 e 12 12 12 9.6 e 6 4.6 3,6 7 7 7 T 7' 7 8.6 6 5 6 6 5 5 5 5 6 14 12 10 9 8 8 5 6 12 12 12 12 10 7A 6.6 4 7 7 7 7 7 7 7 5b a- Ff 6 5 E 5 5 S 14 12 f0 9 6 0 a 8 12 12 12 11 B 7 8 4 7 7 7 7 7 5A 4 3 5 6 5 5 8 5 4 J 5'-0" 14 12 10 0 0 B 5 8 12 12 12 12 10 7.6 6.6 4 7 7 7_L_ 7 7. 7 7 5 5 M� 45 9 a 6 8 14 12 10 0 8 e L.8 12 12 9.6 7.6 8 4b 15 - 7 7 7 7 7 7 8 3.6 5 8 5 6 ILL 4 * SEE ANCHOR 14 12 10 0 B e B 8 72 12 12 B.6 8 6 4.6 - 7 7 7 7 7 7 6A 4 O e- 6 0 9 4 14 12 10 0 6 6 B 8 12 12 1.0 0 7.6 8.8 4 3 7 7 7 7 7 4.6 3.6 - 5 5 5 4.8 3.6 - PECIFlCATIONS14 I2 10. 9 8 0 8 6 12 12 12 f0 8 6 4.5 3.5 7 7 7 7 7 7 7 7 6 6 6 6 .5 5ON SHEET 14 14 12 10 0 8 0 0 6 12 12 5 8 8 4 3 - 7 7 7 7 7 8.6 4 - 6 8 S 8 4 32 10 0 8 8 0 6 12 12 10 5 0.0 0 .75 - 7 7 7 7 7 8 4.5 - 6 5 5 6 4.5 - 14 12 10 B 08 8 6 12 12 10 8 0.5 5 J-5 - 7 7 7 6.5 5.5 4 - 5 e 5 4 J7,-0. 141210 0 8 0 8 6 12 12 f2 8.6 7 6 4 3 7 7 7 7 7 7 7 6 5 5 5 6 6 b14 12 10 9 8 8 9 6 12 10 0.5 5 4.6 J 7 7 7 7 6.5 6 3 - 5 6 6 6 3.6 314 12 10 9 8 a 8 0 12 12 8.5 7 6.5 4 - - 7 7 7 7 7 5 - - 5 56 5 4 - 14 12 IO B 6 8 8 - 12 12 6.5 7 6.5 4 3 - 7 7 7 5,5.4.5 3 - - B 54.6 3b - 14 12 10 B 8 6 8 - 12 12 0.6 7.5 6 4.5 3.5 - 7 7 7 7 7 7 7 4 5 0 5 5 .5 a14 12 10 0 6 e 5 - 12 9 8 4.6 4 3 - 7 7 7 7 6.6 4 - - 5 6 6 4 3i{ i2 10 B98 - 12 it 7.6 6 5 .75 - 7 7 7 7.5 5 4.5 - - 6 5 5 {,6 - 14 12 10 9 0 e - - 12 11.5 7.6 6 6 Db - - 7 7 5.5 5 4 - - - 6 5 6 6 4 J - - 9'-O° L144- 4 12 10 0 Fl 6 - - 12 12 8.6 6.5 5.5 4 3 - 7 7 7 7 7 7 6 3 5 5 b 8 6 6 6 6 14 12 10 0 0 e 0.8 8 B 6 sb - - - 7 7 7 6 5 3.6 - - 5 0 6 6 5 4 3 14 12 10 B 8 6 - 12 10 a•6 5 4.5 - 7 7 7 BA 5.6 - - - 5 5 5 5 5 4 - - 14 12 10' 9 0 6 - - 12 0.6 7 6.5 ;,6 3b - - 7 7 6.6 4.5 3A - - - 6 O 5 4.0 3.6 - - - 10'-O°14 12 10 9 0 B - - 12 1t 56 e 6 3.6 - - 7 7 7 7 14 12 ID 9 6 6 - - 9.5 7 4.6 3.6 3 - - 7 7 7 6b 4.6 6 - 14 12 IO 8 8 e - - 12 8 8 5 4 - 7 7 7 e b - - - 5 5 6 4.5 5 - - 14 12 10 B 8 0 - - 12 9A 0 5 4 3 - - 7 7 5 4 3 - - - 6 6 5 4 SA - - - 11'-0°N 12 to B 6 8 - - . f0 7 56 4.6 3.6 _ - 7 7 7 . 7 7 S_6 - B e 6 6 6 6 8 4 C1� H V BLADE O N LY 14 12 f0 9 6 0 - - B.6 6,6 4 3.6 3 - - 7 7 6 6 4 - - 5 5 5 5 4 S 14 12 10 9 B 6 - - ll 0 5.5 4 - - - - 7 7 7 6.6 4.8 - - - 6 5 6 5 4.6 - - 14 12 10 B 8 - - 1.6 8.6 5.6 4.6 3,6 - - - 7 7 i.e J.6 - - - - 5 5 4b 3.5 3 - - - 12'-0'14 12 10 0 0 - - - 12 9.5 6.5 5 4 3 - - 7 7 7 7 7 8 J - 8 6 5 5 e 6 4.6 3.6 14 12 f0 9 8 - 8 6 4 J 7 7 6.6 4b J.6 - - - 6 5 6 4.5 4 3 - 14 12 10 9 fl - f0 7b 5 4 - - 7 7 B 6 - - - - 6 8 6 6 4 - - 14 12 10 9 8 - - - OA 8 5 4 3.5 - - - 7 e.5 4.5 3.5 - - - - 5 5 4.6 S.6 3 - - 13'-0°14 12 f0 9 8 - - - 1.5 65 0 4.5 J.5 S - - 7 7 7 7 7 4.5 - - 5 b 8 6 b 5 4.5 3.5 14 12 1G B 0 7 5.5 3.8 3 7 7 5 4 3 - - - 6 6 6 4 7 - - 14 12 10 B e B 7 4b .7fi - - - - 7 7 6.6 4.6 - - - - B 6 6 4.6 4 - - - r1414 12 10 0 - - - - 10 7.6 6 4 3 - - - 7 8 4 J - - - - 6 6 4 3 - - - - '-O 14 12 10 B - - - OA 8 6.6 4 3.5 - - - 7 7 7 7 7 4 - - 6 0 e S 6 5 4 3 14 12 10 B - 8.6 6 J 7 7 5 3b - - - - 8 5 5 4 - - 14 12 10 9 - 8.6 6.5 4 7 7 5 4 - - - - 6 6 5 4 14 12 10 - - - - 9 7 4.6 3.6 3 - - - 7 6.5 3.5 - - - - - 5 E 3.5 3 - - - 14 12 10 - - - - - -0 7.6 6 4 3 - - - 7 7 7 7 7 36 - - 6 6 fi 5 6 6 4 3 14 12 10 - 8 4.6 J 7 7 4.5 J - - - - 6 6 4.5 3,6 - - 14 12 10 - - - - - 8 8 4 - - - - 7 7 5 - - - - - 6 5 6 4 - - - 1 12 10 - - - - 5.5 8.6 4 3.0 - - - - 7 OA 3.6 14 12 t0 - _ _ _ - 8.5 7 4.6 3.6 3 _ _ - 7 7 7 7 8 3 _ - 6 6 6 S 6 4_6 Jb 14 12 10 - - 6 4.6 3 - - 7 8.6 4 - - 6 6 4 3.5 - T4 12 10 - - 7.5 .6 .75 - - - - - 7 7 4.5 - - - - - 6 6 4.5 - - - - - FLORIDA BUILDING CODE (High Velocit Hurricane Zone 1111ttttA1111111I11/I� (D2012 EASTERN METAL SUPPLY,INC. A, �Rc(`DUl i g%,i iTho Fhniau ; ,.�/��/�1��4 SHUTTEA=hECt[ axe. MAXIMUM IMPACT HV1 HV2 uNHai sc5a3 P p T/'�.� ACCORDION SHUTTER Accepinnc6\o14'--o)Z fg �J�-="' %2 BERTHA HV em Aoca1 ions utter System Iw\pITG1l0111,BV,OQ� 7:r,fT= ' ' 1 C=N- (ASSA # 26) H.V.BLADE 1 W OR W 0 H.V.WINDOW RADE&H.Y.BLADE EV.N DESCRIPTION GATE Drax.b. A.G. Dye� C /t � ! ! y TILLIT TESTING & ENGINEERING COMPANY 7485 WEST 2 COURT DATE: 01/20/14 PoHDm Doe-6 i 11Ci confrOI n 8355 N.W.301h.SL,Sl..300,MGM CARODIS•FLORIDA 331 s�;; �T�TFeF--�Er` Phono:(305)071-1530.FOX:(305)871-1531 HK.EAH, FL 33014 2 DRAWING No O . F .-moa:Ill...aeSLo.m ' 14-004 EB-0006719P. pH (305) 823-2323 FAX (305) 826-7979 4 �'�i FS /•••••••••'�\���� 1Y FLORIDA U.O 44167 A.TILUr Jr. E 6 SHEET 'MIAMI-DADE COUNTY P.E. 5Fi hC�AT ATE 6 15 OF 28 MAXIMUM ANCHOR'S 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) :E53 L_J E=3 : �,-T- FEZ SOUTHERN PINE No, 2 W/ 'MIN. G=0,55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" Mk CDX DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G-0,43 W1 MIN. G=0.36 PLYWOOD MAXIMUM SPANWALL MOUNTINGS CEILING MOUNT T' CEILING MOUNT T CEILING MOUNT T (ft) K N. 0 � R FLOOR MOUNTINGS WALL MOUNTINGS MN0 & R WALL MOUNTINGS , FLOOR MOUNTINGS MN0 & R WALL MOUNTINGS FLOOR MOUNTINGS p & Q W & X . , IN & X , , w & X NEGATNE A.S.D.DESIGN LOAD(Pst 1EGAlK A.S.D.DESIGN LAW(PSIVEWIVE A.S.D.DESIGN LOAD(Ps f NEGATIVE A.S.D.DESIGN LOAD(pet NEGAINC A.S.1%DESIGN LOAD(pet COANK A5.0,DESIGN LOAD'(p,(VEGATNE A.S.D.DESIGN LOW(p I of 30140 1 60 175 90 1105,30 140 160 75 190 11051 30 140 60 75 90 105 611 175" 90 105 30 40 60 75 190 1105 30 40 60 75 90 105 30 40 60 75 90 105 Y-0"OR LESS 12 10 1101 9 8 8 6 6 1 6 6 6 15 112110 '10 9 8 8 6 16 6 -6 5 4 12 10 10 9 18 18 16 6 6 4.5 4 3 6- 5 4 4 4 3 4'-0" 12 10 110 1 9 8 8 6 6 6 5 4.514 112 10 10 9 5 8 6 6 5.5 4.5 3.5 3 12 10 10 9 1 8 1 8 1 6 6 4.513.5 3 12.516 5 4 4 4 3 51 �a -"I _011 12 10 1101 9 8 8 6 6 5 4 3.5 3 12 10_ 10 9 8 8 6 6 �.5 3,5 3 2.5 12 10 10 9 18 7 6 5.5 3.51 3 2 2 6 5 4 4 4 V-O" 12 10 1101 9 8 6.5 6 6 4.S 3.5 3 2.5 12 10 10 9 8 4.5 6 R5.5 3.5 3 2.5 2 12-10 10 9 16 3 6 4.5 3 1 2 2 - 7'-0" 12 10 10 9 6.5 4 6 5.5 4 3 2,5 2 12 10 10 9 4.5 3 6 5 3 2.5 2 - 12 10 10 7 13 - 5 4 2.51 2 - - 6 5 4 4 81 - - 4.5 3 2 - - - 6 5 4 - - - 12 '10 10 7.5 4.5 3 6 5 3 2.5 2 2 12 10 10 5:5.3 - 5.5 4 24 2 2 12 10 10 4 4 4 4 4 9'-0" 12 16* 'Fo 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- - - lol-oll 12 10 7.5 4 - - 12 10 3 - - - 3.5 2.5 - 6 15 .5 4 12.5 2 12110 5.51 .3 4.5 3 1 2 1 I V-O' 12 10 5.5 - 5 3.5 2 - 12 10 41- 4 3 12 1- - - 12 10 - - 3 2Z - 6 5 - - - 12'-0" 12 10 4,5 1- 14.53 12 10 3 - 3.5 2.5 - - 2 0 3 1 2 - 6 5 - - - R-17 13'-0" 12 10 - - 4 3 12 10 3.5 2.5 -_ 12 :: - - -12.5[2j- 6 4 - - - 14'-0" 12 1LO - - 4 3 12 7 - - - - 3 2 - - - 12 15 L�51 2 3 - - - EL 15'-0" 12 - - - 13.5 - _12 - - 3 12 - 2.5 3 + NOTES ON ANCHORS REQUIREMENTS• WOOD qI IRSTRA­ 1.ANCHORS TO WALL,FLOOR OR SCUD WOOD SOFFIT SHALL PC AS FOLLOWS. -1/4'0 TAPCON OR TAPOON WITH ADYMCED 7HRE&DFORM TE6HN0LDrY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER W/MINIMUM THREADED PENETRATION As INDICATED AT EACH SECTION ON SHEETS la&to. HY BLADE OR LADE WZ EXCEPTION:SEE NOTE 2 BELOW. HV B 2.ANCHORS TO HOLLOW CEILING SHALL,BE AS PER MOUNIING TYPE U.SHEET 10 AND SHALL CONSIST OF HY WINDOW BLADE WORKING IN UNISON + LAG SCREWS AS PER N.DS.2005 SPECIFICATIONS. 3.SUBSTRATE SHALL CONSIST Of THE FOLLOWING: + SEE LIMITATIONS OF USE OF -SOMERN PINE No.2 W/G-0.55(N.O.S) BLADE ON smEEr 2a -DOUGLAS FIR W/0-0.50(N.D.$.) -SPRUCE PINE FIR ROM W/O-DA3(N.MS.) -SPRUCE PINE FIR SOUTH W/0-0.36(N.O.S.) -MIN.Ilt COX PLYWOOD(1988 APA) S 4.ANCHORS SHALL BE INSTALLED FOLLONING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE(High Velocity Hurricone Zone' PROWer ItTiVISH)) Okil Uoil/ (D2012 EASTERN METAL SUPPLY.INC. mg complying tvith it'.Flolid'. EIRMECH, MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER A=1 LI BURTHA KV"A-rdlan Sb.tt.rSymt, Sr (ASSA 111 26) 1tv.Bikor 11 wl OR W/o VANDON ME&N.V.Bvm 1, yr/ IEV.N, DESCRIPTION DATE omn Iw.- A.G. Mj� TESTING & ENGINEERING COMPANY 7485 WEST 2 COURT I DATE: 01/20 14 :*=_ TILLIT 1; cZTAr 36th.St..St.305,NiROIRA WOWS,FLORIDA 3316( . v A, fes S P (305)871-1530.Fox;(305)811-1031 HIALEAH, FL 33014 2 0 .-Ift Ww00000l=rn 3 DRAWING No 0 EEI-0008719PH (305) 823-2323 FAX �(305) 826-7979 4 14-004 WAL7cn A.TILUT J,P.E. MIAMI-DACE COUNTYATE FLOROA U..1 44167 1 a , SHEET 1 6 J6 F 28 MAXIMUM ANCHORt SPACING On) SCHEDULE FOR A-G-IYEN..MAX. SHUTTER SPAN. NEGATIVE A.S.D. DESIGN LOAD AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEET 19) L_J EEEi3 -=:z + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBST RATES. SOUTHERN PINE No. SPRUCE PINE SPRUCE PINE 1,ANCHORS TO WALL,FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 2 W/ MIN. 0=0:55, FIR NORTH FIR SOUTH - 1/4-65 7APCON OR TAPCON WITH ADVANCED THREADFOIM TECHNOLOGY ANCHORS,AS MANUFACTURED BY DOUGLAS FIR W/ W/ MIN. 9=0.43 LT.W.SUILDEX W/MINIMUM THREADED PENETRATION AS INDICATED AT EACH SECTION ON SHEETS 18& 19. MAXIMUM MIN, G=0.50 W/ MIN. G=0.36 EXCEPTION,SEE NOTE 2 BELOW. SPAN (ft) 13.0. WALL MOUNTINGS B.O.WALL MOUNTINGS B.O.WALL MOUNTINGS 2.ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U.SHEET 19 AND SHALL CONSIST OF S &V S & V S &V LAG SCREWS AS PER NOS 2005 SPECIFICATIONS. 4EGATPIE".D.DESIGN LOAD(pf?4EGAlK A.S.D.DESIGN LOAD(p.qNEOATIVE AS.D.DESIGN LOAD(P, 3.SUBSMTE SHALL CONSIST OF THE FOLLOWING: f -SOUTHERN PINE No,2 W/G-0,55(N.D,S) 30 40 F6O 175 190 1105 30 40 60175 190 105 .30 140 160175 90 105 -DOUGLAS FIR W/0-0.50(N.0,S) 3'-0"OR LESS 12 12 112 12 12 112 12 12 12 112 112 12 12 12 12 12 12 12_ -SPRUCE PINE FIR NORTH W1 0-0.43(H.DS.) -SPRUCE PINE FIR SOUTH W1 0-0.36 (N.DS.) 4'-0" 12 12 12 12 12 12 12 12 12 112 112 12 12 12 12 12 12 12 -MIN. 1/2-COX PLYWOOD(1986 APA) 5'-0" 12 12 12 12 12 12 12 12 12 112 112 12 12 12 12 12 11.5 10 4.ANCHORSlA L BE 1,11STALLEO FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE 6-0. 12 T2 12 12 12 12 12 12 12 112 112 .12 12 12 12 11.5 9.5 8 ,,, FACTLIN, 7'-0" 12 12 12 12 12 12 12 12 12 12 112 10 12 12 12 10 8 8 87-0"-12_-1-2-1_2 12 12 12.12 12 12 12 10.6, 9 .12 12 11 8.5, 7 7 12__12 _12- 12 12 10, 12 12 12 11 9 1 8 112 12 9.5 7.516.5 6 10;__0_1. 12 12'12 12 1.519.5 12 12 12 10 8 117 12 12 8.51 7 1 6 5.5 11'-0" 12 12 12 12 110 18.5112 12 1.5 0 7.516.5 12 12 8 6 5 5 127--0. 12 lj2 12 1.5 1.5 181 12 `12 0,5 12 11 7 6 5 4.5 0. ii 12 �2 2 9. 9. 5 1� 11205�8.5 7.5 12 �2 5 5 6 5,.,S 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" 12 112 11 9 7.5 5112 12- 6.5 5.513.5 11.5 8.5 6 4.5 4 - 16'-0" 110. 8.5 6.5 4 1.512 _3 12 HV BLADE ONLY FLORIDA BUILDING CODE(High Voiccity Hurricane Zone Q 2DI2 EASTERN METAL SUPPLY,INC. A PRO.r)UCTRrVISI:rj MAXIMUM IMPACT HVI HV2 05 c0i plyina wi0s tho Flaridnjt�ASHUTTER- 13.00%co ACCORDION SHUTTER Acce lanc4 0 13 BERTHA HIV�A=rdIm N C. Shutter System Explialloll woo 7 &7 /11LIEC,01 (ASSA # 26) HN,R E il WJ OR W/o N.V.WINDOW BIADF A KV BLADE 1, , I iEV.N� DESCRIPTION DATE A.G. By TILLIT TESTING & ENGINEERING COMPANY- 7485 WEST 2 COURT MI iTY:N1 TO I 635S"At 36l),St,St.M,VIRMNA GMENS.FLOMDA 3319 1 DATE: 07A0/14 Ph- (305)871-1530.F..c(305)871-1631 HWYAH, FL 33014 ­0.tate�od.- �g DRAWING No 3 Es-0009719 �26-7979 WALTER A.OT01101A PH (305) 823-2323 FAX (305) 1 1 14-004 FLORIDA U0. 44167 S MIAMI-DJ P. ATE SHEET 0 28 INSTALLATION DETAILS ON -EXISTING WOOD BUILDINGS FOR 0)'HV & 9 HV+ BLADES (AS APPLICABLE MAX. SHUTTERSPANL+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE I ONLY SHALL BELIMITED TO 105.0 I?sf, A.S.D. DESIGN LOAD, SEE-SHEET 28 FOR MAX 1/4*0 TAPCON OR SPAN & -DESIGN LID Q FOR INSTALLATION TAPCON WITH ADVANCED THREADFORM TECHNOLOGY 1/4'0 TAPCON OR In,PENETRATION TAPCON la ADVANCED W(TNRQ TNREAB,� TECHNOLOGY ✓ Nil�'AREA TO EXISTING WOOD HEADER, 42"Min.PENETRA71ON ,IDOR V W(THREADED DEB (SEC SCHEDULE ON SHEET 16) 0 AREA TO MIN.SEPARARON Vii: EXISTING WOOD HEADER. TO GLASS(SEE (SEE SCHEDULE ON SHEET 16) 12 FOR BLACEI m- I MA 3/4'S.S.MACHINE SCREWS EYJSTINO I GN OR I 1/4'-20 NUTS 0 12- GLAS5­4 ,.I, FINISH Hill j�4--WALL x F0. FINISH OOD EXISTINGWMIN. L PTIONAL ON + FINISH 2".4" HEWER REOUIRED --TOR @ EXISTING TAPCON 05 �llu WITH ADVANCED EXISTING MIN.SEPAIIATION HEADER.REQUIRED '.•; GLASS-- 70 GLASS(SEE MIN.SEPARA71ON '94 COST. LL THREADFORM TECHNOLOGY SCHEDULE ON* 2 SI I Mim.PENURATION CLASS PLATE REQ'M OF THRIZED AREA 0 ' QV SHEET 28 i12 FOR BLADE EXISTING -. (SETCOSCHEOUN E MIDYIIDTHI OF WOOD PLATE. GLASS--i ON SHEET 12) (SEE SCHEDULE ON SHEET IS)- @14Y WALL HEADELINSMLLATION &HV WALL HEADER INSTALLATION ( ff WALL SILL INSTALLATION MIN.SEPARATION MIN.SEPARATION T TO GLASS (SEE SCHE ULE EXIMS��IIN:TO GLASS ON SCHEDULE-2*x4'CONI. EXISTING EDUILE WOOD FLAT SCRED LE GLASS--' ON SHEET 12) EXISTINGGLASS ON SHEET 12) R D. r CN,SHEET IU2) 1 9 ED I I 1/4-0-2093/*'B.S. T�'0-20YZ/4'$4. WHINE SCREWS AV/ 1 1:141NE SCREWS USING 1/4"-20 NUTS WALL FINISH 1 O.G. 0 12'OC Nt, 1 OR@0,0 2'x4*CONE Ylow FLAM Vill /4'0 TAPCON OR PEOID, I min.. V min.. TAPCON WITH ADVANCED 7APCON OR "0 TAPCON OR "i THREADFORM TECHNOLOGY ';',ON WITH ADVANCED I CON WITH ADVANCED Ham; 2k4'CONT. IFIREADFORM TECHNOLOGY t/2'Mtn.PENETRATION OF THREWFORM TECHNOLOGYI-SEE SHEET 4 FOR TYPICAL. W/ 1 1/2'Min. PENETRATION I E -N THf AREA INTO PLYWOOD, 01V THREADED AREA 0 SCH W� /2 MIN-PENErRAn,,0WN, SHUTTER ASSEMBLY. (SEE EDULE ON SHEET 16) TH ED AREA 2-MOUNTING SECTIONS CAN EXISTING MIN.2*.4'STUDS (SEE:SCHEDULE ON SHEET III) COM81NENOG S FINIS L j:r ulm Cox plyw000 REQ,o� 16'D.C.MAX.REQ'D. .%' I IN ANY WAY TO MIDIYOT"OF WOOD PLATE. 'LISTING MIN. 'x4*STUDS 0 16"D.C.MAX,RM'D. PLYWOOD TO BE ATTACHED TO PI/2*MIN.SCED INALL FINISH SUIT ANY INSTALLATION. (SEE SCHEDULE ON SHEET 16) �'WND T'5 , STUDS IN ACCORDANCE WITH LWOOD REDD. BE ATTACHED To STUDS IN ACCORDANCE SECTION 2322 OF THE F.B.C. +SEE U W OF of JAY WALL SILL INSTALLATION WITH SECTION 2322 OF THE IATIOR GLACE nA OONNS 'ILLJNS @HV WALL SILL' INSTALLATION SHEET 178 ........ FLORIDA BUILDING CODE(High Velocity Hurricane Zone ... PROLUCrItr�VIS1,I) 0 2012 EASTERN METAL SUPPLY,INC. MAXIMUM IMPACT HVI HV2 Unild6lg Curio ti'' ACCORDION SHUTTER rl ZT­mo-wm-� SHUTTER L EC AceulNunco 17- to I z I N cl BERTHA HV-A=rdlou SbutterSystem (ASSA #'26) HN.8 E 11 WOW/O H.V.VANEY BLADE&H.V.BIADE 1: EYNq DESCRIPTION DATE am..W, &G. TILLIT TESTINU & ENGINEERING COMPANY :7l7485 WEST 2 COURT DATE: 01/20/14 sTATE Qr 4"3p"x.wu�51, 305,WONA OAAOM,FXM0A 33M Ste.- h".;(303)671-1530.rw:(105)871-1531 HIALaH, FL 33014 DRAWIN A ­ .Ih Ute.0'.L.Orn 3 G No EG-OWG719 WALTER A.TILUT Jr.P.E PH (305) 823-2323 FAX (305) 826-7979 4 1 14-004 MIAMI-DAD D.E. DATE FLORIDA Uc.f 44167 5 1 SHEET 113 OF 28 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 1 HV & I& HV+ BLADES CAS APPLICABLE MAX. SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WITH HV BLADE in WALL FINISH ONLY SHALL BE LIMITED TO 105.0 psf, A.S.D. DESIGN LOAD, §EE SHEET 28 FOR MAX SPAN 8c DESIGN _LOAD FQR INSTALLATION WITH BLADE Q)& OA) WORKING IN UNISON 1/4'9 P*1 TAPCON OR TAPCON WITH ADVANCED rr�--Eo ED 2'MIN.. EDGE(IF APPLICABLE) THREADFORM TECHNOLOGY 4'x8' EXISTING— W/ I 142;E Min,PENETRATION WOOD REQUIRED. OF THEE 0 AREA TO STRUCTURAL ADEQUACY EXISTING WOOD HEADER. 1/4-0-2 S.S. OF EXISTING WOOD SCAM EXISTING WOOD 11 39S HEAD BE CERTIFIED BY TRUSSES OR (SEE SCHEDULE ON SHEET 17) 1. Tp REGISTERED ENGINEER OR PHILLIPS FOEC I 16nn. NINE SCREWS RAFTER 0 24' 79 ED_ ARCHITECT PRIOR TO EQ W/1/4'-20 NUTS SHUTTER INSTALLATION. —.1/2'- D.C.REQUIRED r 0 S2'O.C� 7j4'0 0 TAPCON OR . APOON WITH ADVANCED EX(SMO SOMT 2". THREADFORM TECHNOLOGY ON 3/4'Max.THK. im PENETRATION Eq EQ .x4'xl/8*COW,ALUM.TUBE Max. W THR421IC."AREA TO toll"I . 6063-T6 ALLOY)W/ OPTIONAL EXISTING WOOD BEAT{ (SEE SCHEDULE ON SHEET f6) F7 or @ LAG SCREWS TO or @ 1.365M.OR TRUSS. or or @ LOCATE LAO SCREVISAT EXI!itING MIN 2.4' MIO?ROTH OF EXISTING WOOD MEI� in'NOVI WIDTH) EXG 4CT,AT1r OF 5Y/ kB (2'I� p N Y/2pil; S HEADER R MIN.SEPARATION OPEN MORE AT EACH VALID TO GLASS STUD TO ACCEPT CAGED nillPF-A A FOR (SEE SCHEDULE ON SHEET EXISTING 7 5/16,0 LAG SCREW INSTALLATIONS WITH 72 p5f GLASS AT CENTER OF TUBE, MAX.A.S.D.DESIGN LOAD AND Av— 9'-O'MAX,SPAN.THIS SWWARWI INSTALLATION IS ONLY VALID TO 0.1m Im FOR WOOD MIN.SPECIFIC @HV WALL HEADER INSTALLATION TO EXISTING -I GRAVTTY of(1.50 AS DOUGLAS CLASS-----j T%UIN I OR (W FOR OR SOUTHERN PINE N..2, NOTES, OR EQUAL. I-SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY, I OR 2-MOUNTING SECTIONS CAN HE COMBINED IN ANY WAY 10 SUIT ANY INSTALLATION. OT BY CEILING INSTALLATION HV CEILING INSTALLAIL0 I OR .�MIN.SEPARATION T* MIN,SEPARATION TO am(Sm TO GLASS J—(BEE SCH 70 GLASS EXISTING 12F.Ar- I i 9 (SEE SCHEDULE EXISTING MULE ON SHEET 12) 1 ON SHEET t2) GLASS OLASSN 0 I IANCHOR EX I 11 WALL I LOCATION r.6'MIN.WOOD FINISH 3/8 ?ALL F1100/4'HEX DECK REQUIRED 79 3/8 ta —WASHER HEAD TEK I (No FINISH ALLOWED) SCREWS 0 12'o.c 2*X6'MIN,WOC DEC EDGE OF DECK 'FIZ11 LOWE E= IF APPLICABLE LEO EQ EDGE ACLF DECDK)-/ 2. 1/4"0 F.H.TAPCON OR 1. \_C.E t/4-0 TAPCON OR IF APPLICABLE F.H.TAPCON WITH ADVANCED 4� Min. MACHNE SCREWS THREADFORM TECHNOLOGY —2-MIN. or THREADFORM TECHNOLOGY W/1/4-20 NUTS DECK IF Wl I I/Z"Min,PENETPAT)ON A W/1 1/2*MI, a Ir O.C.PENETRATION If APPLICABLE -2'MIN, OF THREADED AREA 0 SIU.PLATE 'i OF THREADED AREA 0 1/4-0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECH&LOGYM2 IDWIDTH OF WOOD PLATE. MIDWTORH OF WOOD PLATE. W1 I/e Min.PENETRATION OF THREADED AREA INTO WOOD DECK (SSE SCHEDULE ON SHEET 16)- (SEE SCHEDULE ON SHEET 17) (SEC SCHEDULE ON SHEET 16) ttt+SEE LugnCONUSS OF USE -OVER INSTAL TION 13WE SHEET1.OF 0HY WALK UV HV WALL SILL INSTALLATION (w)Ey_y:L0 INS LLATION FLORIDA BUILDING CODE(High Veiacity Hurricane Zone PROT)LICTRI'VISrD 02012 EASTERN METAL SUPPLY,INC. as couplyinsm-114(I.Florida Building Cod, ',�ER A. En-TECH, MAXIMUM IMPACT HVI HV2 IM ACCORDION SHUTTER A�cjllmnrc NO EX 1r, F�6- ' * . .. I �ETLIECOme" 111I MV'mcordlon Sao "I /7 (ASSA # 26) H.V.B E A W/OR W/O H.V.MROW H.V.BLADE 1, B, L2 Mit N, DESCILIPTION DATE D-b, A.G. --_j *:e , 4167 1 = 0, TEL IT TESTING & ENGINE Miaml6adalralhtctcontrid : . - 355 L ENGINEERING COMPANY 7465 WEST 2 COURT DATE: 01/20/14 0 Phone 361h,St.,Sit.305,Y. WROMS,FLOMDA 3316C I Z (=)071-1630.Fax-(305)871-1531 HIALEAH, FL 33014 2 DRAWING No F -61:Vit.000C.L.Dnn 3 0 ED-000671B P.e PH (305) 823-2323 FAX (305) 826-7979 4 14-004 WALTER A.TILLIT Jr. p FLORIDA Uc.f 44167 MIAMI-DADE COUNTY E T 19 OF 28 END INSTALLATIONS i HV & Cl . HV+ BLADES INTO 2"x4" MIN. WOOD STUDS. 21x4'MiY. .�,�+: 15'000 STUDS. ;. YJib TAPCON OR TAPDON r t 2'x4"MIN, (0.S APPLICABLE) \ / T4 ADVANCEO TNREAOPORM .�: _2'z4'MIN.WOOD % riTJOD STUDS. TECHNOLOGY GW'BDILOEX STUDS REQ'O. " 2'z4'MIN.1W%YU \ / - ANCH034 o D•O,C. (AS APPUCABLE) ` WALL \ / W 1 I/2'MIN.THREADED 'i STUDS REWD. \\ / FWISN q{ P`NETMIgN INTO STUDS OR \ / •• 54J MIN.i12`THREADED ? �� I .+; nN N EXISTING CUSS ;+ / I' PENETRATION 70 1/2'COX ,Y / i PLYAYXNI U'NO SPUDS EXIST. t'' FMSiLNO GLASS /—E%15TLVG CLAM .( ,.. EXISTING GLASS MN MAIYt '\ 1/2'PAN.COX ,) �^ PLYWOOD; MK STPAFATX%/ YdRW.WAQV TO GIST(STS - M.N.SEPARM ••`ieCi �`t'•",? 4bs^:•a,, i/2'MIK COX ;{. SM#TAAE ON WAN PLYWOOD. 'r<<,.tom i,%'v�;.tr lc;r'J>:.;•�.:n.�li TO MISS(SEE 70 CUSS ._ TD CUSS SFE ksFE 1/2'41N.CO% �:. r<. -:vg,yi Y2 PCR MADE iDAiO - - •`c." ♦.}:••I .JON C SNLLT&FOR 6 IjYS'.3•L W0. SCHEDULE2FRAAt IDAHO o-„�.v4i.+«' `a.`�>:.`.-f i��ii 7 17.E MSttEET PLWH#D. iwEC.h')E Q}thY1 BLSHEMS® (8(183-TB)coNT. FINIS i/2'MRP.CDX 12 FOR MAX m0.\a 12 FDR ET 215 DR.D YJ2 ALUM.U05ER pLyWOOp, ON SFEET 2e FOR ON 9YF.'LT 28 ON SHECES 0R8 FOR 1 2`MIN. PLATE.(LOCATE 112' 14ZT 01 WALL Fl NISSH HN1ES0)h Q� `7 k AT EITHER SIDE MH (i�,�9sc 1'at Yw�t OF ®161/2.S.M.S. OlOzi/2'9.ALS. '—”-- itj�lml/7'&sM(•)0M[ -— 0• Ole a.Q. . f r Mim/A'AMCEU Y iFttiltMOiY YCtOtOLY Oiwc ro xNA u i'oc A^�a Al mzca soc a©Y f OR.Lw SEE OETNL%FOR OR®t OR QA SIDE CONNECTION _� SEE DETAL X FOR 1 OR(w TO TRACKS SEE DETAIL X FOR A}3�a0w©•O7 ®"'l'.l Q SIDE CONNECTION Qa�JB rQj a,te0a10•�a SIDE TO(RDON ACKS (Y +w®wQ.•�,. N.w.r�'wQ�•{ ,�"` « TO ON IS TRACKS �'« .(Uj�w_,{��o.,IrDp. w 'LW'Q�«Q�J•�""KJ• O1 ©•©•V:l°'�•a'�« 4�•�'«Q�•t�w®•�« ©•O•Q�«07.07•Q�« ewe. Q!•Q�«�•d4�a©"p" O•d�«®•C�i«®•® �•Q�«((�•Ca«O.4�^ �•�«Q�•O O•d�w O•Q�«Q�•d�«�•d� SND CONNECTION DETAIL SND CONNECTION DETAIL �D CONNECTION DDETAIL $(� �P CONNECTION DETAIL 1/4'0 TAPCON OA TAPCON tj4`o TAPCLM OR TAPCON EXIBIN40 3 REQUIRED ONLY FOR SPANS GREATER THAN 12'-0' EXISTING GLA53-7 -GLASS 1 WITH ADVANCED THpEAOFORM '1YRN Arn'ANCEO TFIREAOFOR TECHNOLOGY RW BUILOEX TECKNO100Y DW 8M11DEX 2`x4'MN.YTCOp fNCHOIS W�!tj2`MIN. ANCHORS WJJ 1 f/2`MIN. MK SPMARU4 STUDS PEQ'D. THRFADED tNEtPATION INTOTHREADED PFNE12'OO 116.1/2'S.MA. LIK SEyA1WIOV ♦ SEE LIMITATIONS OF USE OF To aA ( utto sTuos m 12'Q.c. INTO snos D 12•o.c. bIs oc. nwwm 4 BLADE f A ON SHEET 26 SCHEMILE 1 UAPEm 1 ::; iJ2•MIN. SO4DLILE ON 12 FOR BlOE LDAVII 4 ON SFkiT 28 FOR of ON SNFYT 7e FOR ---- wm0alQg �G �" 5 IUCESQ)&Q] ��y\ _--- 1j2'MIN @OR@0R(qOR 2'MI MN. •{ 111 4 f- QOR 4 f;y.?;'t x jS';• 4' :;.$;ham.'• yfh<T•o�.5t ,s�:r S 6 OR®OR 1QIOR ... a�i 1 0p Ofl f OR 1 VIEW Y l.J'Q�w�•Q� Q «�« WALL FINISH 21XV I-STUDS KID�-JD WALL FINISH FINISH 1}0•`�a.ar(+w��`« « PLAN END CONNECTION DETAIL (9 END CONNECTION DETAI 0 FLORIDA BUILDING CODE(Hi h V.1ocity Hurricane Zone \\1y111111 1111///j 4.2012 EASTERN METAL SUPPLY.INC. PRo))ocrR(v)san >>\ "(��A,�! jai �SHLITTEH=ICHi Laic ` �t MAXIMUM IMPACT HV I HV2 Building Cod. 111 lhO FloriJa _`�vQ�" A ACCORDION SHUTTER BuildingCod. A}AA. ��, /► /���� Acen t0ncn ND -e Z "1.'•"'' �„I E 1y W 1 N C. .. -�. v 13 ---- "C- BERTHA HV Accordions uitecSystem atimT UDln o 20 . (ASSA y 26) N.V.B1 V 1 W OR W/o H.V.WINDOW U+D N.V.BLADE Jr/ ft jtYEY.N DESCRIPTION DATE Drown b. A0. )lyri1 T} 71LLIT TESTING & ENGINEERING COMPANY ?485 WEST 2 COURT Y lhwuanii D„r 'ddIld Lbntr01 -p: •• case N.w 3Mh.St.,St.30.VIRGINIA GARDENS,njORDA 331 DATE: 01/20/14 ff Phone:(300)871-•1630.Fox:(305)871-1531 HIALEAHt FL 33014 2 DRAWING No �fi•.•F •�. D-moa:Ullaw@Ool.Uom 3 .f A inn�! •.LORI0 Q,\�� ES-Doo87Ys PH 305 7323-2323 FAJf 305 626-7979 s t't 004 ••"G\�`N�� WALTER FLORIA.Uo.(Jr. .E ( ) ( ) e SHEET MIAMI—DADS COUNTY P.F_ }A �.. �j ATE a 20 OF 28 @ n NOTES ON HD LOCKS AND CENTERNINTES: 1. MANDATORY CONDITIO —"' ONE(3-4 H.D. LOCK SHALL BE USED FOR DO ANY SPAN AND INSTALLATION AT HEW DUTY SYMMETRICAL CENTERMATES, ((Vl OR (3 97 V 21)+q AND AT MY ELEVATION. 4 H.D. LOCK MAY BE USED AS )R A INSIDEOR UTSIDE LOCK. ATTACHED g(A HEAVY DUTY SYMMETRICAL. g CENTERMATES WITH (3) #8 x 3/8" LONG FLAT HEAD S.S. M.S. LOOKING RODS(5 ARE NOT MANDATORY, 1.e. THEY ARE COMPLETELY OPTIONAL. 2, MANDATORY CONDITION # 2: LOCATION OF H.D. LOOK SHALL BE AS Z 3 z INDICATED ON SHUTTER ELEVATION, i.e., FOR S14UTTER SPANS UP TO 105". 6. -7 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 NE THAN 105", (a H,D, LOCK SHALL BE INSTALLED AT MID HEIGHT OF SHUTTER, ALTM AT 34 LOCA N (A y;z, 0 WE-ROE IC- SEE END* 1 1 1 1 CONNECTION DETAILS ONJ SHEET 24 TYP. FULL LIMED VADtH— HEIGHT. L@.@OR(�)+07 + + TYPICAL (Z Hy BLADE SHUTTER ELEYATION N.T.S. FLORIDA 8 ILDING CODE(High Votocity Hurricane Zone' PRODUCT Ilf.visr-N) 0 2M EASTERN METAL SUPPLY,INC. .......... m mnplyi.0 with th.171.6da MAXIMUM IMPACT HVI HV2 Building CLdo 13H-TECH. mc.Aecepinnce No! -o � Z ACCORDION SHUTTER Mg c—o , ILV.MflDOWutter. 3yt.ju BI!RTtMtiV I A=rdlonSh 4' /7m (ASSA # 26) N.Y. E 11 Wl OR W10 LADE&N.V.BLADE 7 S lEV.N, UO TESTING ENGINEERING COMPANY DESCRI"ON DATE D,—by, A.G. R, bad 0 actconlrof TILLIT 7485 WEST 2 COURT qTAT 355 360,.St.,Ste.301,MNA GAWROENS,MMDA 3316 HIALW, FL 33D14 DATE: 01/20/14 WO:(305)871-1330.F—(303)071-1531 2 i Q. DRAWING No OR 14-004 ........... . WALTER A.TILLrr t P.F PH (305) 823-2323 FAX (305) 826-7979 FLORIDA Lk.If 44167 H MIAMI-DADE COUNTY P.E. E 2 0 28 POURED CONCRETE ANCHORS CONCRESEE SCHEDULE ON 1/4'0-20x3/4*S,S. RREQUIREDD SHEET 26) MACHINE SCs USING 114'-20 NUTS O e'D.C. PCUREO CONCRETE ANCHORS CONCRETE (SEE SCHEDULE ON SHEET 26) , Nin. REQUIRED EDGE OF �i� 11N.MPAPAU04 rtl 2 -- EO EO SLAB IF t6 APPLICABLE I NLN.S1PAnATIQY 1 1�_O "I (SfE 6WE2 UY i'(SEE SCHEDULE ' s TO MASS SNEEf 25) E I SHEET 26) EXISTING E ,± C= 5 3 GIABS--I rr i 5 EXISIINO I I I ' 1 GLASS I 8 "-OPTIONAL II IL I cEDGE ' EXISTINGISTING--L I I SLAB OF ' ' APPLICABLE I EDGE SLAB ff MIN.SEPARATION MIN.SEPARATION 1 APPLICABLE To GLASS[—(SEE SCHEDULE ON ( 2 (SEE SCHEDULETo ON r EXISTING SHEET 25) i SHEET 26) .._ .. 2 POURED E D'# GLASS L O POURED FLAT HEAD CONCRETE ANC}SORS CONCRETE _ CONCRETE REQUIRED FLAT HEAD CONCRETE ANCHORS ' REQUIRED (SEE SCHEDULE ON SHEET 26) (SEE SCHEDULE ON SHEET 26) HD WALL }ODER IN TAI I Arinti HD CEILING INSTALLATION CPD-TRENCH, INSTALLATION• � HD WALK—OVER INSTALLATION EXISTING CLASS MW.SEPALAM4 I 1 IDN,51PAIATW6 I To GIAJS 2 ;„_ TO CLASS 1 T _..�O MIN.SEPARATION I•—'•(SEE SCHECOLE W T T 1 (SEE SCHEOOLE 4N— 70 GlA5S ! SHEET 26) I SHEFr 25) 1 (SEE SCHEDULE ON I EXIST INI I SHEET 25) GLASS \ EXISTING ' 1 O I I I r CLASS - r OP i i i i ' " {ALTERNATE i 1I I i I .p OPTIONAL � r114xJ/i'HEX i LOCATION I •si4x2l 4`HEX WASHER V SCi1 o 'KID YYEEKK SCREWS O _ To( r t ��-- 6'O.C. 0 6'O.C. I l CONCRETE ANCHORS (SEE SCHEDULE ON QI4x3/4' HEX HEAD 1� { SHEET 26) -_ !& T£K SCR£V!S O 3'O.C. ++ ' EO Eo OR 1/4'6-20 S.S. M,S.-- (SECRETE ANCHORS EDGE OF ,j 1 IE W/RUT 3'O.C. {SEE SCHEDULE ON n APPUCA13LE EO/- EO/2' 1• SLAB IF 1/4'6-20x3/4`S.S• i SHEET 26) APPLICABLE PHILLIPS TRUSS HEAD - --' ---- NCRETE ANCHORS MACWNE SCREWS I POURED USING 1/4'-20 CONCRETE POURED CONCRETE (SEE SCHEDULE ONr 6• L 1 EDGE OF REQUIRED C.�- &�; WALL Ii SNE£T 26) NUTS 0 6'o.C, SLAB IF EE Q HPLOLL AI,I- SILL jjJGTnI LeTInN APPLICABLE © HD FLOOR INSTALLATION POURED CONCRETE REQUIRED HD RAINGUARD INSTALLATION NOTF FOR DMIBINATION OF SFCTIONS:— 1-SEE SHEET 21 FOR TYPICAL SHUTTER ASSEMBLY- 2- SSEMBLY •E.D.d EDGE DISTANCE /^� 2- N ANY W TO SUI CAN IN COMBINED SEE SPECIFICATIONS ON SHEET 26) INSTALLATION DETAILS W/ C2) HV BLADE IN ANY WAY 70 SUR'ANY INSTALLATION. ( , SCALE: 3/8"=T„ A }• FLORIDA BUILDING CODE(High VelocityHUrricone Zone _ PRODUCT'Rh 1I$FI) \\\\\\ ��tt. /J� AtrA .. ----- (5D 2012 EASTERN METAL SUPPLY,INC. Gs comptyingwilH tho FloridO ��.�`�Q\�.,,�..\r111,,,.(/�,ii,, MAXIMUM IMPACT HV1 HV2^ )3uildinII(Ode yy_�f1--1�'` d �i ]BUTTER TECH INC. AcfcplanceNo -o Z .)3 .. .Y.'u::r,'S,� / �CO '' ACCORDION SHUTTER 1:3>gE1i on DEC. �7-6 X17� ,.... •.- ---'^•-�;� 'Lr EN C, SERTli Am ion Sputter SySte. / �� (ASSA 26) H.Y.8lAOE OR W H.V, DATE 9IADE&H.Y.,BLADE 1, G.. TICCIT TESTING & ENGINEERING COMPANY Ev.N DESCRIPTION DME Drann L. A.C. Dade$rdHHe(COntrol %�' '7485 WEST 2 COURT 1 DATE: Dt/2D t4 6355 H.N.Sbih.SL,Sia:306.1iV i oAROENS,FLOAOA 33t6 r��, TDf— afi= Phono:(305)071—IO30.Fox:(JOS)BT1-1531 HIA1F_AH, FL 33014 2 6tteml&aolcom 3 DRAWING No iSC' LORID�.••��� ER-000ER-000i"I",CtS�� •..,. • ' ��\�` WALTER A.RLLR Jr.P.F ' PH (305) 823-2323 FAX (305) 826-7979 4 14-004 e-mal MIAM(-()ADE COUNTY P.E. �'f7Ay jATE T1.0Ri0A tic,4 44167 5 SHEET D 22 OF 2R SEE END WALL CONNEQTION DETAILS ON SHEET 24 EXISTING CLASS INSTALLATION Fo-7uT F71N SEE NOTES ON LOCKING RODS@ &HD(D LOCKS ON SHEET 21 (2) HV BLADE, SEE END-WALL CONNEPTION DETAILS ON SHEET 2 - —————-C�STING GLASS ————————————— ————— —————— ——— ————————— 2 2*x2'.1/6'.0'-2* (0053-70 ALLOY)ALUM AN Q%4(2 1/4 (OPTIONAL) tj c J14 3/4"S.M.S.0 12' MIN.SEAARknON (4) HY. (OPTIOMAL) 4:CR �O.C. CONCRETE(TOP Donom TO GLASS ON SHEET 25) H (4)414XI 2'S.M.S (SEE SCHEDULE PINS (TYP.) 33 TO TUB AT EACH -A--,,--eN DN ANGLE. 5 4 5/81 6 1/2- PINS ivT�p-'6 4 5 r I I I I A I I I I T — —-— — IFE, - - - --- - 2D 9OR .2 -@OR(@] g ORW OR91 HVA—HDA 35 31 (2)OR EXISTING CLASS HVB—HD opmNZ) HVC—HDC OR&-@)- — FOUT] SYMMETRICAL HD CENTERMATES ——I——— SYMMETRICAL HD CENTERMATES •W/ LOCK (INTERIOR) • ti S I7-1 @-R@ W/ dZ* LOCK (EXTERIOR) 7 --1(5 9 OR OR @-R N.SEP APATtON TO CLASS F IN SCHEDULE ON SHEET 25) .A -------- ------------A w ------------ ------------A-1- Q- CONCRETE/ 1"11!.YES 11 V Fo—u—T] 6 1/2"MAX.SLACK HVE—HDE LPOURED CONCRETE on HVD—HDD REQUIRCONCRETE BLOCK VIALL ED FLORIDA BUILDING CODE(High Veioci!Z ll[UrrlCcnO Zone � N [[ 52012 EASTERN METAL SUPPLY.INC. PRODUCTRVIVD N . gpZ SHUTTERTECH. c. MAXIMUM IMPACT HVI H V 2 aa compl3ijig wiUl Illo Flolidli � ACCORDION SHUTTORBalldfugCodo I _ • Ac,eIll..olllol -�5�2-/ HV Amrdlous s3stam T-44-416 .V.WINDOW BLADE N.V.Buff#I 13EfLTH ZTMECOINC. eA . . — (AUSA # 26) H.Y.HY.OWE 11 W/OR-W/O 17 -" -. :1 EV.R. DESCRIPTION TILLIT TESTING & ENGINEERING COM DATE 0...E. A.C. COMPANY 7485 WEST 2 COURT —13 , ' I DATE: 0/14 35$N Aftfimi -w-'It'.I'l"1.30%VIRGINIA MEM.FLORIDA 331SE 1 01/2 I C 0 r I I; STATE OF (305)871-1..I—(305)871-1631 HIALEAH, FL 33014 2 DRAWING No P, 0-mou:ffft.�O-Lom a z0filDN E-0006719 ........ WALTER 6a TILUff J,P.E. PH (305) 823-2323 FAX (305) 826-7979 4 14-004 P.E. ATE FLORIDA U--/4+767 5 SHEET MIAMI=DADE COUNTY 6 23 0 28 POURED CONCRETE OR POURED CONCRETE POURED CONCRETE -20 RED CONCRETE CONCRETE BLOCK WALL OR CONCRETE OR CONCRETE OR CONCRETE REQUIRED BLOCK WALL REQUIRED BLOCK WALL REQUIRED BLOCK 1'IALL REQUIRED EXISTING GLASS EXISTING GLASS CONCRETE ANCHOR EXISTlNO GLASS -'" 2"LAIN EXISTING GLASS 0 18'O.C. f 1EPAR—ATION 2"AIIN. -�----EQ EO MIN.SEPARATION lAIN.� CLASS ON Mplro 6!A55 ON TO GLASS s083j T8)CONT. TO GLASS (SEE SCHEDULE {LOCATE AT (SEE SCHEDULE ( ALUM,CLOSER (SEE SCHEDULE ON SHEET 25) Ij2' / (ONESHEETO 5) EITN R SIDE & ON SHEET 25) PIAT£,(LOCATE 1/2` ON SHEET 25) l .�.--1- OF 5) AT EITHER SIDE MIN , t j2'MIM. + U ( ♦USE I"OR 2'MAX. I F#14x1 f2'S.M.S. #14x7/2'S.M ! --- (AS APPUCA8LE)x2"xt/8"xO'-2" 4 --- J --- a 16'O.C. •® 16 O.C. --- - ` ALUMINUM CUP ANGLE 4 (6063-Ts ALLOY)AT MID EICHT 4 (1)#14x1/2'S.M.S.TO & 5 (2)1/4"0 TAPCONS ANCHORS TO SEE DETAIL X F08 WALL AT I'0.0.(LOCATE AT SEEDETAIL X FOR SIDE CONNECTION ® EITHER SIDE OF& SIDE CONNECTION © TO TRACKS SEE DETAIL X F QOR $�oA TO TRACKS 6 + 7 OR 8 OR $+ ®+DOR®tlR�+�OR SIDE TO TRACKS ( +DOR®OR@+�OR �••� + ,..e OR 17 ril+Q .� a�.a a a +� a+� END CONNECTION/�(��dE(11TA��\IL 107 END CONNCTION DETAIL 2� END CONNECTION DETAIL 3, END CON�lECT10N DETAIL t REQUIRED ONLY FOR SPANS GREATER tHAN 12'-O" POURED CONCRETE OR POURED CONCRETE OR CONCRETE BLOCK V/ALL CONCRETE BLOCK WALL d REQUIRED zEXISTING GLASS REQUIRED �--- EXISTING -S _— _——_ !( GLASS Jj14 S.F1.S MIN—.SEPARATION _-^----- - ® 6'O.C. TO GLASS �ORa$ OR I@J Ai1N,SEPARATION CONC ETE 1/2'A11N. ON SSCHEDULE 4.2 - --- - -- TO CLASS ANCHOR 0 -- -� (SEE SCHEDULE PCONCREITE 12'O.C. _ ----ON SHEET 25)1 2 FAIN.-'__ -- ORO /�����2' AN. ED PLAN .]J_I-1'.._1. 5 �� /�'�, END INSTALLATION 454LOR L?1 f0A 6 +0 OR DRQDR�+QDR HV BLADE INTO CONCRETE OR �..0ff ;�•@1jOR@+Qa +QoR�+Q CONCRETE BLOCK WALL. END CONNECTION DETAIL Q END CONNECTION DETAIL 6a FLORIDA BUILDING CODE(High Velocity Hurricane Zone I Q 2012 EASTERN METAL SUPPLY,INC. asRcomplyingmN1•.alImiJn ``��� A. �'�f�„�f�� MAXIMUM IMPACT HV1 HV2 DuZJENg code ,._. 1G-- + UT-TER TECH, INC. � ACCORDION SHUTTER Bxplrallnn Bloc `• d �0 , BERTHA HV AmordloA Bdutter3lstept '/7 ,/ N 1 s"1 7 (ASSA # 26) H.V,MOE 1 W OR W/O N.V.Mon BLADE& v BLADE 8y *1� ;* TILLIT TESTING'& ENGINEERING COMPANY EV.N DESCRIPTION DATE oo.� A.D. f T/nrn" i D a r dua(cnnual i-O•, STA* essa NRI.aoLn sL»sLa sos,yr vyrns cv 0et s.FLORIDA 3315 7485 WEST 2 COURT 1 1 DATE: 01/20/14 D., PNonu:(305)871-1530.rox:(305)871-1531 HPLEAH, FL 33014 2 DRAWING No .t •. (� 19Q C(, e-mal:slt<caiDaol.wm 3 �'""D0 "igFSS'1,/j••....���?�K������ WALTER A•TI�LLIT Jr.P.E PH (305) 823-2323 FAX (305) 826-7979 4 SHEEP MIAMI—DADE COUNTY P.E. SE'flu DATE FLORIDA ur.1 44167 8 s 24 OF 28 NOTES: ; SEPARATION TO GLASS REQUIREMENTS MAXIMUM SHUTTER SPAN " RS L+' OR "L ft. �K (1)POSITIVE MAXIMUM ALLOSIGN ABLELAD SPAN FOR A GIVEN INSTALL SET ALL OH VA GLASS FOR SHUTBUILDING IS C � POSITIVE A.S.D.DESIGN LOAD. INSTALLED AT ALL ELEVATIONS OF BUILDING IS 3', INSTALLATIONS W/ SYMMETRICAL L-:MADS.ALLOWABLE SPAM FOR A GIVEN NEGATIVE W/ONCENTERHE) 4"s2 31 OR O, (2) DESIGN LOAD. " W/ONE HD 4 LO K & NO {2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR , LOCKING DS Q ♦ WALL MOUNTINGS OR FLOOR/CEILWG: GIVEN A POSITIVE A.S.D.DESIGN LOAD, DETERMINE LWSIL(Utd pOtllf6 CONCRETE INSTALLATIONS MAXIMUM SPAN"L+'FROM SCHEDULE, A.S.D. GIVEN A NEGATIVE AS.D,DESIGN LOAD,DETERMINE DE=NMAXIMUM SPAN'L-"FROM SCHEDULE. LOAD ALL MOUNUNO CONDITIONS S'D'I') FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE l i (a) L-(8) MINIMUM DETERMINED SPAN BETWEEN'L+"AND"L-'. 0 OR LESS L5•-6' SB'-O" 35 14'-to' 18'-0' (3)PROCEDURE TO DETERMINE ADVSIMUM SPAN FOR )NcT,g( dT QN LFOENb 40 14-4' t7'-10* COMBINATIONS IN BETWEEN WALL W/FLOOR/CEIUNG MOUNTINGS: 6UDSTRATE POURED CONCRETE 45 13'-11' 17'-6' (SHEET 22) 50 13'-8' }7'-p* FOR A GIVEN POSITIVE A.S.D.DESIGN LOAD: M0llN9Ncs DETERMINE: 55 WALL LI+-MAX.SPAN FOR WALL MOUNTING INSTALLAMONS, MOUNTING AA& EE 60 12'-11' - 161-r L2+-MM.SPAN FOR FLOOR/CEILING MOUNTING 65 12'-8• 15--e— INSTALLATIONS, FLOOR/CEILING 83, CC, DD, 70 12'-6 14'-f1' FOR A GIVEN NEGATIVE A.SD.DESIGN LOAD; - MOUNTING FF& GG 75 12'-3' 14'-5' DETERMINE: BO 12'-0' 14-0 Lt MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 85 1S'-10' 13-7 L2--MAX.SPAN FOR FLOOR/CEIIJNG MOUNTING - INSTALLATIONS. 90 11,_8• 13'-2' 95 11'-3' 12'-1D' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL To THE MINIMUM BETWM'L1+',"L2+','Ls=PMD'"L2-' 100 10'-6' 12'-8' 105 10'-0' 12'-2' (4)GO TO ANCHOR SCHEDULE WITH FINAL MUUMUM 110 8'-8' }1'-11' ALLOWABLE SPAN AND MAXIMUM A.S.D.DESIGN LOAD TO f!5 8'-f' DETERMINE MAXIMUM ANCHOR SPACING, ...ftp-8' 120 8'-8' 125 130 •- 1O'-11' -- 135 - 10'-9' 140 - 10'-8' 145 10'-4' ISO - 10'-2" 165 - 10'-0• 160 - 5-10• ' 165 170 175 2 H V_ BLADE O N LY 180 - 9'-4' 185 - 9'-2' IOD TOO FLORIDA BUILDING CODE(High Velocity Hurricane Zone '1p1111111 111111/!/ Q 2012 EASTERN METAL SUPPLY,INC. PRODUCT REVISED ���•''��R A. rr MAXIMUM IMPACT HV9 HV2 a;complyb9;will,010 Plmido `v� t;. ,••• J` ii �}rUTTCATECH,INfV. a:tilding C:xfe V: (7' �1 d �� ll ACCORDION SHUTTER Acct tlSmca iQo! -ClZ.p. ,.rte;•-�`-^.1ti:` f•Y�'•�'•,'� .... .� L �3 BERTHA HV Accacdioa Sb9ttec Expi tiODUa;¢C -2 �/7 t� }j� IL O INC. (ASSA # 26) NV BI WE 1 W OR W/O BLADE N.V.BLADE f / f/140— 4114 � EV.N DESCRIPTION DATE Oro-by: A.G. ny�cr_ -_�Az(z. J *: ! ! TILLIT TESTING & ENGINEERING COMPANY Man",a ranacl Comm * '7} 7485 WEST 2 COURT ML M 1 DATE: 01/20/14 t.1' ^,a: 8353"N.aD:h.St..St. xRaNw OARDets,ROMA 33R Phones(305)871-1630.Fax:(305)971-1931 HIALEAH, FL 33014 2 DRAWING No %dam.• 1( 't{r; e-molt:Elta Ch,.j.com 3 Ee-ooD8719 (PH 305) 823-2323 FAX (305 826-7979 4 14-004 004 irr's�''•....,.• �`�`�� WALTER A.TILLIT Jr.P.E. MIAMI-DADE COUNTY P.E. ri1✓'f )xzI)ATE R.OMDA U.If 44167 DS 6T 28 -SPECIFICATIONS ON ANCHOR REQUIREMENTS, POURED CONCRETE SUBSTRATE ANCHORS SPACING LEGEND MAXIMUM ANCHOR* SPACING On,) SCHEDULE FOR A WEN (A)ANCHORS TO WALL SHALL BE AS FOLLOWS: TAPOO, I MAX, SHUTTER SPAN. MAXIMUM X&D, DESIGN LOAD ANDA TAPC074 XI CQRRESPQNDINQ MOUNTING-TYPE A.1)TO EXISTING POURED CONCRETE: (Min.Pc - 3192 psi) FOR CONCRETE INSTALLATIONS 1/4"0 TAPCON ANCHORS,AS MANUFACTURED BY Ij.W. BUILDER. MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON IS 1 3/4-. A.2) TO EXISTING POURED CONCRETE: (Min.f'c - 2899 psi) POURED CONCRETE - 5/16-0 TAPCON XL ANCHORS, AS MANUFACTURED BY I.T.W.BUILDER. MAXIMUM ALL MOUNTINGS AA THRU GO (SHEET 22) MINIMUM EMBEDMENT INTO POURED CONCRETE OF 5/16"TAPCON X ANCHORS IS 2 1/4'. SPAN A.3) IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE USE MAXIMUM VALUES BETWEEN POS17YE AND NEGATIVE A.5,0. LOADS EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN'STRUCTURE BEHIND SAO 50 OR LESS >50 TO 90 >90 TO 120 >120 T.0160 >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-.. - (8) ANCHORS SHALL BE INSTALLED FOLLOWING-ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE :OR LESS ANCHOR'S MANUFACTURER. 12' 8' 6' 3 3/4" (C) SEE 13ELOVI FOR MINIMUM REQUIRED EDGE DISTANCE FOR ANCHORS. >1 '8 6" UP TO 10' 61, 4" 4" .4" 3 1/2" - MINIMUM REQUIRED EDGE DISTANCE MR ANCHORS. UP TO MAXIMUM ANCHOR SPACINGS ARE VALID FOR 113'-0" 7 1/2" 5 1/2" 4" 3"EDGE DISTANCE FOR 1/4-0 TAPCON AND 3 5/8- EDGE DISTANCE FOR 5/16.0 TAPCON XL. NOTE: VALID ONLY FOR UP TO 10'-0"SPAN HV BLADE ONLY FLORIDA BUILDING CODE(High Velocity Hurricane Zone — PRODUCT RIIVI$LD 2012 EASTERN METAL.SUPPLY,[NO, a,cOmplyb%niGl file riorld.. MAXIMUM IMPACT HVI HV2 C. M-TECH,im I ACCORDION SHUTTER t�rlce No 14. ? kq �cc�p BRRTHA HV�A—rdi..Shuttei,Systelva c 4 00 • (ASSA # 26) H.V.BLADE 11 W1 OR W/O 9..VBNDOW BLADE&HN.BLADE J', 0 -(t control 711• .1,t REV.N. OESCRIPPON SAW I o­.br. A.G.C)')�14, ' 'to TILLIT TESTING ENGINEERING COMPANY 7485 WEST 2 COURT 6m mm 36th.sl,St..305,MRGM CMUM FLMDA 3316t I DATE: 01/20/14 bIAIh Ut F..:(305)871-1531 HIALEAH, FL 33014 2 DRAWING No titt—O.W.can 3 J. 14-004 A-00LOUlf7J.P.E. 'c' WALTERES PH (305) 823-2323 FAX (305) 826-7979 4 FLORIDA UZ 0 44t67 6 SHEET MIAMI-DADE COUNTY P 6 26 OF 28 1 .1 8�7 -------------?-------- T- 0625„----------- 12"MIN.CLEARANCE 1.06251­ TO MADE 0625'rEXTERIOR' EDGE 1A SECTION X-X HV WINDOW BLADE SCALE: 1 1 BLADE'5- .1875" KNUCKL 3*0 OPENING ( LE POLYCARBONATE IMPACT RESISTANT HV WINDOW 0.0625" MARKX-11BAYER MAKROLON 3103 POLYCARBONATE RESINS,- UV-STABILIZED GRADE OR SABIC FLAT PORTIONED ED INNOVATIVE 'PLASTIC LEXAN 103 'RESIN v OF BLADE Af R (SEE NOTE "F" ON SHEET 28). R1.7 00" A ­444) EXTERIOR wl_� . 1.3750" WINDOW POLYCARBONATE SOURCES FOR (R APPLICABLE RESULT TYPIOAL PROPERTIES STANDARD 02-8750 x mmum IKWA, = SoTK REFERENCE n NNOA/VAFIL"m UAVAM01.011 31w UVX 103 RM ElhSICA 't C 6.3 4 ON ERS SPECIFID GRA\RTY ASTM D792 0.043 lb/In' 0,043 It/V 2 7/8*MN. TENSILE ram STRENGTH ASIA 0838 9,400 p.c.l. %500 P...I. CLEARI :L 2 1/4" FLEXURAL STRENGTH AT YIELD AM D790 12.500 P..J. 13,400 p.O.I. SEPARATION I CLEAR ;s 1. BETWEEN BETWEEN • 03.7500 FLEXURAL MODULUS ASTM 0790 340,000 p.*.I. 346,000 p-1. 0 BLADE S 03.0000 P MIN NOTCHED IZOD ASTM 0256 18 FT-Ib/in 17 Fr-lb/ht 0625" -,a- /4, FI=J2=ARAQTFRTSTIOS, E ASTM 02843 47.2 9 64.5 X MAX SECTION Y-Y RATE OF BURNING ASTM D635 C-I CLASS C-I CLASS SCALE: 11' .7500' SELF IGNITION ASTM 01929 1040'F Sao WEATHERING! ASTU G155 TENSILE STRENGTH AFTER WEATHERING STM 638 9302 p...t. 8840 p.al EXTERIOR ELEVATION TENSILE STRESS BEFORE WEATHERING ASTM 638 8461 p.qA. 8880 P...L SCALE: I' = I" 12'MIN.CLV,',*E 7081 ADE SOTT?M EOOE TYPICAL HV WINDOW BLADE AND SCALE: 3/8"=1" POLYCARBONATE HV WINDOW DETAIL FLORIDA 9 ILDING CODE(High Velocity Hurricane Zone 7RZt)DUCCI2EVIS53A 1`11111N11 1111/!!!j 0 9012 EASTERN METAL SUPPLY,INC, 0`3 comp;Y ItS will,[Ito Flodda A. MAXI ul in MUM IMPACT HVI HV2 im-Ttrm imm ACCORDION SHUTTER c 1pti ce,0. -13 Ux I On .10 ZMT�E_C BERTHA HV—�Akcnrdlm Shutter '17 N —0�im (ASSA # 267 kY No E ill w OR W/o VANDOW BLADE B Descillpflom TESTING & ENGINEERING COMPANY 14 TILLIT DATE It—br. A.G. 3M.St..St.305,VIRGIA GARDENS,FLOF60A 3316f I — it 411:1 fol 7485 WEST 2 COURT * 55 sm. DATE: 01/20/14 Phone (305)871-1530.Fax:(,105)871-1531 HIALEAH, FL 33014 2 ­mdL Ot-000L.Ont3 DRAWING No s .......... WALTER&'nLUT J826-7979 4,P.E. PH (305) 823-2323 FAX (305) 14-004 MIAMI—DADE COUNTY P.E. E FLORIDA Uc,1 44167 3 SHEET 27 OF 28 1 + GENERAL LIMITATIONS AND CONDITIONS OF II$F' FOR A RTHA A O /„� 0 1,MO.AS,D.DESIGN PRESSURE RATING:+110,— 110 p.a,t. (9`7l�' l l�' �.�✓ Z MAX.SHUTTER SPAN:06'. 3.ALLOWED MOUNTINGS:A,D,G&H ON SHEETS 6,7.AS WELL AS MM,OOUNTINGS M,O,T,U&W ON SHEETS to&to. TES ALLO ED ITH (BO 3 LAYOUFLY 5EMEMU TAB INCLUDEDLONLY AT EXTERIOR ACCESS SIDE o WOPP08IN0 s �on®at iv d 5 - CENTER E. S.(A))1Y WINDOW BLADESHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS TYP.Ek END , , (3'0 HOLES)FOR(9 PER BLADE AT SPACINGS SHOWN ON SHEET 27. 4 r , (B)LAN.CLEARANCE FRO TOP OR BOTTOM EDGE OF HY WINDOW BLADE NAX.6 VlINDOWS OF ANY 370 HOLE FOR 44 SHALL BE 12'. AL0wE0 ' r WINDOI4 (C)FIRST Oft BLADE COMING OUT FROM STARTERS AT ENDS.MAY BE W WINDOW GIME f h , ' '• r r 'r ' (0)W WINDHOUT W BLADE al MUS BE USED ALTERNATE TO A SOLID HY SLADC 1Q r SU C MATES SHALL ALWAYS BE INSTALLED ADJACENT TD A SOLID HV r ' r S1ADE 1 AT EITHER SIDE OF THEM, SEE BLD 1 y �' Q4 (F7 POLYCARBONATE HV WINDOW 4 SHALL BE INST-F.D SO TTT TABS FACE CONNECTION �,-„, r , kHgg �.. TE INTERIOR OF 7HE OPENI 0 AAG PROTECTED.}iY WINDOW 4 MUST 8E DETAILS ON g4 w ONLY INSTALLED AND LOOKED USING A HY SETTING TOOL PROVID 0 BY ASSA SHEET 11 IT” 6 x 'I INC. FULL HEIGHT. fibo 6,SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME 1 R N1 BUILLNNQS ON SHEET 16,AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES ryb P YP b + 1&2 ABOVE). 7.SEE ANTN FOUIRED CONCRETE SPACINGCOR CONCRETE BLOCK WALL ONI SHEETSNSTALLAO13&ONS!NTO 14 AS UMITEO BY T SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). D H (SE TOP&BSO RE IREMENTS) � 5.M611MUA1 SEPARATION TO CLASS SCHEDULE: W ( 00®a+4'_'JNQ� SHUTTER SPAN MINIMUM SEPARATi0T)70 GZASS NUMBED WID Be Max, � ELEVATION mm.SUTAMIM m CAM f%15TiN0 Gt SEE S0 OULE ON St&E1'12 FOR 6vDEU) _ _........__._._ — �... NSI ON SIW 28 FOR EAADES(6&a CJ 1 �; O P. 1 \ 4 `EJ TYP. wSY/MN OCAL_CINTERMATES W/o%(5 NOTE 4 dSOm �'--^^—'�" 2 PLAN TYPICAL n HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE SHUTTER* ~�-- --' N.T.S. FLORIDA BUILDING CODE(High Velocity Hurricane Zane PRODUCT RLiVISI>t} 111G{{IIIIIIIII/F(!!t ._.. Q 2012 EASTERN METAL SUPPLY,INC. D,wmplyinB Lvilh the Florida '.�N``i'(�R A. ��„ Ii D, Cadc i�� ��;. '�/T tri ���� l�SHUTTERTECH.IlTC.JIII MAXIMUM IMPACT HV1 HVA AccepiancchO —c 2 .,T� ACCORDION SHUTTER E i Tion Dat tto a o *.'"' �, T! L /7 ■�_L ■I uE THA HV —' '.--- 'P^� L �� /7 `.. _: ■ F.M G O 1 N C. BERTHA HV emaMlaO SpunerSy9tem {ASSA 26f EV.NSE pESCRIPA WY CTION U EIV.WINDO B &H.YA6(ADE IvU it Do rofact�Cmlt I t/l Y *' 7 TILLIi TESTING & ENGINEERING COMPANY 7485 WEST 2 COURT 1 6355 N.W.35th.St.,Ste,305,`RiGINtt G4RWM,FLORIDA 3316 DATE: 01/20/14 Ph—:(x15)871-1630.I-:(305)571-1531 HIALEAH, FL 33014 2 DRAWING No �.� A e-mail:Glt—omAxom 3 tr fi ORIO f4 WALTER A WEER Jr.P.E. PH (305} 823-2323 FAX (305) 826-7979 4 .14-004 MIAMI—DADE COUNTY 1P.E.r$s jpj A 16}X�TE FLORIDA Lk./44167 s SHEET 6 28 OF 28 NuntNl ' EQUIRED MINIMUM °'•"`� INSTALLATIONS W/� HV BLADE & HV CENTER MATES-( 2.000"M... 6'x 1 1/2'x 0.035UD WALLS 'THICK •+•.'VARIES•`: Mtn ASTIR A-653 GRADE 40 Y�---+�+g=: INTO METAL ST * ho«+JY083" L rete 0-60 SAT STEEL W 43b 1/4 a NOMINAL o s•o.c. 40 41 " 1AETAL STUDS ATMV.Ifi'O.C: � •_------- O 110,' w I 1/2' 475" 38 GENERAL LIMITATIONS AND CONDITIONS OF USE- ALUMINUM SLEEVE FOR BERTHA n HV BLADE ACCORDION SHUTTER 6063—TS ALLOY 1� 4.0 SYSTEM INSTALLATION TO METAL STUD WALLS(REQUIRED MINIMUM MIn• 'n � I J/4•x 6 t/4•x O.ou•THICK Nln. 43C ®6•o.c. N } SEPARATION TO GLASS SCHEDULE 3.000• CONT..ALV.STEEL TRACK CHANNEL. ;, TI 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, — 75 MOX. ASTM A-853 GRADE 40 Ain-0-60 ®8'O.C.EXISTING FINISH P• MINIMUM GALVANIZED GRACE EO TO STUDS `39 SIM W/(2)/6x1/2'TEK SCREWS ON AS APPLICABLE 1n MAX, SHUTTER INTERIOR&EXTEROR FACE SPAN L ID SEPARATION 430 LENGTH + 1' IN.SEPARATION 2, MAX. SHUTTER SPAN: 84" ( ) TO GLASS (xsntlo cuss TO cuss Ba" OR 43 1/4"0-20X3" BOLT (SEE SCHEDULE) 43 y 3. ALLOWED MOUNTING: MS ON THIS SHEET. LESS MUST PENETRATE 43c 1" (TYP.) ETOSnNO FINISH 4. ONLY ONTERMATE 21 W/ 24 HV LOCK ARE ALLOWED 0.S APPLICABLE WITH 1 AR GED A S METRICAL LAYOUT. t.37s• REOUIREO NINMUI4 ' 1 3 4'x 6 1/4'x 0.035•THICK illn• ? USE OF (2) 5 (6" LONG, MINIMUM) MUST ALWAYS BE 250" r 050" corlT.CALV.STEEL TRACK CHANNEL, 43c 430 L— A57N A-653 CRADE 40 Nin.C-60 ,I INCLUDED AT XTERIOR OR INTERIOR ACCESS SIDE OF N CALVANRED FASTENED TO STUDS o 6"O.C. 0 6'D.C. CENTERMATE, W/(2)Q8x1/2'TEN SCREWS ON 1/4"16-20 THREADS INTERIOR&EXTERIOR FACE Min �S 2 ** BLADE SLACK'DETAIL HVF IS =FIR 43c1/4"rd ELCO CONSTRUCTION )1CENTERMATE 21 APPLICATION PRODUCTS FAB—LOK HD REQUIRED MINIMUM 6'X 1 1/2'x 0.035'THICK <'VARIES'.' 0 6' D.C. COMPONENTS Min.ASTM A-853 GRADE 40 MIn,0-60 MV.STEEL ',':� MS WALL HEADEWILL INSTALLATION f:XISnNG FINISH AS APPUCABLE SCALE: 3/8'= 1" METAL STUDS AT 16'O.C. (TYP.TOP do BOTTOM) 1 3/4'x 6 1/4"X 0.035'THICK Min, —'-- NL OALV,STEEL TRACK CHANNEL, �EXISnNG GLASS - - - - - - - ASTAI A-653 GRADE 40 Min.C-60 ..., :. ......_ _ _ ON YG/(2)2LI6xi/2�TEIG TO :. I`.•:• ..:•.. �...• .,.. . .:• •.-• -.I ,.::•'•.:,: .;:' :` ,..SY- j ETRYCAL Ll- 3a 3b 43c' I.':-.'"' N.4 4 I ''CENTERMATES W/ :i TDcCENTERMATES W/. EDULINTERIOR ACCESSSIDE ,.EXTERIOR ACCESS SIDE "I `I --- -- -- -- - -- -- - - ---- ---- -- --- - --- --- - ----------- MN SEPAR47 0Y ro sass I I J 3 MH SFPAW QV To GASB IN LI W/INSIDE LOCK(SIE SUBM 6" n. W/OUf6DE ILIO((SD:MEDBE) --------------------- ------------- --------- - ----------------------------- ----------- ------ ------------- _f _ --`_------ ---- 12 r=---------- ----`--- ------------- ----------- 24 -====_-_____--_--_===__=-- ------------------- -- -------- ----------- -- ------------------------------ ......... '---.---- - - -- ----------------------- - ----------- ---- ------ -• - - --'-'-'---........- Y ------ _ - I ---------------------- ------ --- -------------------' __-______--___---_-_- -- ___ _-------- '-- _____ •_- --- _ �. ---------- z)42 -- 2 1 2 + 21 1 LO D AT 12 ' ' 2 1 HV HEAD ER/SILL END � ---J L ------ - ERS vrEw Y 4 12 lr43 1/4'(TYp) \/-03 (6"Min.) 7" 24 6 1/2'MAX.SLACK ** SIDE CONNECTION TO TRACK (Cont.) 6 1/2"(TYP•) T bYA HVB � BLADE SLACK DETAIL HVF FLORIDA BUILDING CODE(High Velocity Hurricane Zone PRODUCTRSVISIN) `��AA1��R�• i// ©2012 EASTERN METAL SUPPLY,INC. as complying�vilh like Florid;% x Q�' ""..... r4/'' S}{uTTER=C CH, INC. MAXIMUM IMPACT HV1 HV2 puilding Codd =.-yy'''•1�\GENS �'' ACCORDION SHUTTER Acceplmnce No -0)2 ./3�� �1�,_-.�- ''_=4; '� BERTHAHV A=rdlon ShuttaSyslern P..rp tion Dale, - - 1 L ECO INC. �' .—NO— r (ASSA #.26) H.Y.BLADE 1 W OR 1Y 0 .V.W1NDOW BLADE&H.V.BLADE j /ice G:: EV.N OESCAIPnON DATE Oraxn h. 0.G. 1TYt` �lil: 7 :7� TICCIT TESTING & ENGINEERING COMPANY 7485 WEST 2 COURT hUmnlDnd duelQTnhO t DATE: D1/20/14 Z.�', 6355 N.W.36th.SL,Ste.305,MRGNIA OMENS.FLORDA 3316 S ATE OF Phone i(305)871-1630.Fax:(305)871-153t HIALEAH, FL 33014 2 DRAWING No FZORlO e-mail:DlLeeoo..I.com 3 14-004 ' •'"'•• •'�•` � ` wu7EREeAnLUT dr.P.E. PH (305) 623-2323 FAX (305) 826-7979 4 `y�D FLORIDA u.@ 44167 6 28A OF 28 MIAMI—DADE COUNTY P.E. S�1ki FL` DATE 6/30/2015 Florida Building Code Online II I :. 7. F166da Deodrmntit SCIS Home g Log In User Registration Hot Topics Submit Surcharge # Stats&Facts Publications FBC Staff ! BQS Site Map f Links ; Search j Busines ) Professi nal MUSER Publicct UserApproval R a,ion Product Approval Menu.>Product or Aoolication Search>Andication List>Application Detail FL# FL15208-R3 k Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Hurricane Fabric, LLC Address/Phone/Email 1505 Poinsettia dr Q STE H-3 Delray Beach, FL 33444 (941) 893-7900. scott@hurricanefabric.com Authorized Signature Scott Purcell scott@hurricanefabric.com Technical Representative Scott Purcell Address/Phone/Email 1500 SW 30th Ave Unit 4 Boynton Beach, FL 33426 (941) 893-7900 scott@hurricanefabric.com Quality Assurance Representative Yehuda Bar-David Address/Phone/Email 1500 SW 30th Ave Unit 4 Boynton Beach, FL 33426 (561) 742-3756 yehuda@hurricanefabric.com Category Impact Protective Systems Subcategory Removable Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer -s Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed John Kampmann Jr. the Evaluation.Report Florida License PE-47516 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Keith E. Lorinos, PE Validation Checklist-Hardcopy Received Certificate of Independence FL_1.5208 R3 COI Certificate of Independence 15-0226.Ddf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2005 ASTM E1996 2005 ASTM E330 2002 TAS 201, 202, 203 1994 httpsJlwww.floridabuilding.orgfpripr app dtl.aspx?param=wGEVXQwtOgv3y1NKJZ1QRKmxffYfDDJFLTVMIPrudliy0AUYu54uw%3d°/a3d 1I2 6!30/2015 Ftorida Buildup Code Onli.lie Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 05/01/2015 Date Validated 05/11/2015 Date Pending FBC Approval 05/12/2015 Date Approved 06/23/2015 Summary of Products FL# Model,Number or Name Description 15208.1Astroguard Fabric Hurricane Protection System Limits of Use Installation Instructions Approved for use in HVHZ: No FL15208 R3 II Installation Drawings 15-0226.odf A utside HVHZ:Yes Verified By: John Henry Kampmann Jr., PE PE-47516 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: FL15208 R3 AE Product Evaluation Report 15-0226.Ddf Created by Independent Third Party: Yes Contact Us:: 1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mall address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuantto Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address iF they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please dick here. Product:Ap��proval Accepts: •v Ei` haps://www.floridatwilding.orgtprtpr app dtl.aspx?param=wGEVXQwtDgv3yVWJZ1QRKmxffYfDDJF�TVA9tPrud11y0AUl'a54trvr°/g3ddld3d 212 P IA ` D^IIntl _ 49mm 'tri -_: .� ... .:PA w .All p ;s �T ilk R RINI N .' .. $ H' l 'I 8pqpq y FAif IS! ^SIto Aim WWW • aigallff r . ji A� gig g A sla $ .` � jaw q� it flowt =�soK�r.s3 T. 9 152 -44 O u ` . cl e,•N � a _ 9014 VOC Q 4-i& 1 1a 71t�eR'lCs6t�. Esu:Ep{FICEi. m om z ASTRO GUARD HURRICME FABRIC LLC AMEA ro cat Ea�a�.. a y ENGINEERS,MC. N 'Wind Abutem�nt System 0.fOG ?; vi VAX' hi , FEt1@I $0. tooR . y`_ �Stltltl 'G !.coo 4 i co -! •t'tY .. d.aws 0 �•K .t. G :JldO v g a a des ." = 0e . y 0 '.. m' z yy dE519 9. MNIL W } A5TRO GUARD HURRICANE. FABRIC .LLC Wind -Abatement System a aim MENGNMRSONC. �, a t ° o'a fir: