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Home My WebLink AboutProduct Approval (2) MIAAMLRECEIV-'7D SEP 3 r) 70? MIAMI-DADE COUNTY •KAWAUN PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidAde.gov/building Classic Gutters& Shutters Manufactures,Inc. 4890 S.W.75'h Avenue Miami,Florida 33155rl° 411%Py SCOPE: FILE UJ 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 PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami Dade County)-and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA 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: G°Bertha HV"Aluminum Accordion Shutter System APPROVAL DOCUMENT: Drawing No. 12-052,titled`Bertha HV Accordion Shutter System",sheets 1 through 28 of 28,and sheet 28A of 28,prepared by Tilteco,Inc.,dated February 22,2012,signed and sealed by Walter A. Tillit Jr., P.E.,bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and the approval date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and.Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city, state,the following statement: "Miami-Dade.County Product Control Approved",and NOA number, per TAS-201,TAS- 202,and TAS-203, unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall.be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to.the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1,evidence submitted page E-I as well as approval document mentioned above. The submitted documentation was reviewed by Heliny A.Makar,P.E.,M.S. MIAMI-DADE COUNTY �� 11-0826.01 � � �l° Expiratioonn Date: 03/08/2017 03/08/Z�JZ Approval Date: 03/08/2012 Page 1 uiasslc cutters & shutters Manufactures,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 12-052, titled "Bertha HV Accordion Shutter System", sheets 1 through 28 of 28, and sheet 28A of 28,prepared by Tilteco, Inc., dated February 22, 2012, signed and sealed by Walter A. Tillit Jr., P.E. B. TESTS 1. See Association's generic approval under 11-1676. C. CALCULATIONS 1. See Association's generic approval under 11-1676. D. QUALITY ASSURANCE / 1. By Miami-Dade County Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 11-1676. F. STATEMENTS 1. Release letter issued by American Shutter Systems Association, dated February 24, 2012, certifying this product to meet the criteria ofproduct tested and approved, and allowing Classic Gutters&Shutters Manufactures, Inc. to use the test results approved under Miami-Dade County Approval No. 11-1676, signed by Legny Santana. 2. Acknowledgment letter by Classic Gutters & Shutters Manufactures, Inc., dated February 24, 2012, signed by Alexis Perez 3. Letter 8y Tilteco Inc., dated February 24, 2012, certifying that the drawing (No. 12-052)prepared for Classic Gutters & Shutters Manufactures, Inc., signed and sealed by Mr. Walter A. Tillit, Jr., P.E., is engineering wise identical to ASSA's generic drawing(No. 11-111). / 4.i elmy A. Makar,P.E.,M.S. PERA,Product Control Unit Supervisor NOA No. 11-0826.01 Expiration Date: 03/08/2017 Approval Date: 03/08/2012 E-1 i r THE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM MAY BE INSTALLED AT HIGH'VELOCIIY 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&ASGE 7-10 FOR INSTALLATIONS UNDER 2010 MC AND SHALL NOT EXCEED THE MAXIMUM(A.S.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 12 THRU 17&25,26,28&28A. IN ORDER TO VERITY THE ABOVE DONOIRON,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS TABLE OF CONTENTS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX.(A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 12 THRU 17&25,28,28&26A IN ORDER TO VERIFY THAT ANCHORS ON THIS P.A.D..AS TESTED,WERE NOT OVER STRESSED,A 33%INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WASI=USED IN THEIR ANALYSIS. AREA 1' HV BLADES C1] ((A&O BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODES AS PER ATL REPORTS; -HV BLADE 1 GENERAL NOTES SHEET 1 #0214.01-05, .01-08-OJ,(11004.011.2 81214.01-OS 8OOLS AND AND 8-08 AS AS PER TAS 201,TAS 202 AND TAS 203 PROTOCOLS. SYSTEM COMPONENTS 1-20 SHEET 2 -HJ WINDOW BLADE®80505.01-OB AS PER TAS 201,202&20J PROTOCOLS AND 0]25.01-OB AS DER TAS 202 PROTOCOL. -HV BLADEQ2 80422.01-05 AS PER TAS 201,TAS 202 AND TAS 203 PROTOCOLS. SYSTEM COMPONENTS 21-37 SHEET 3 2.HV BlA0E 0AND HV BLADE(DARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER W AREAS WHERE THE DESIGN PRESSURES TRANSITION FROM ENO ZONE 5 TO INTERIOR ZONE 4.EACH TYPICAL SHUTTER ASSEMBLY 38-43 SHEET 4 WIND ZONE MUST BE CLEARLY IDENTIFIED IN ACCORDANCE WITH SECTION 6,OF ASCE 7-05 STANDARD(FEC 2007)&ASCE 7-10(FBC 2010).ALL MOUNTING CONDITIONS AND FASTENER TYPES AREA 2' HV BLADEC1)AND HV WINDOW BLAdE 1% SCHEOULES MUST BE APPLIED TO THE CORRESPONDING WIND ZONE.THIS SHALL INCLUDE REQUIREMENTS FOR MIN.SEPARATION TO GLASS.DELIMITATION OF WWND ZONES 4 AND 5 AS WELL AS VALIDITY OF COMPONENTS FOR HV BLADE(j) (WHERE APPLICABLE) &QACCORDION SHUTTERS SYSTEMS FOR EITHER HIND ZONE SHALL BE PREPARED AND CERTIFIED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT BASED ON BUILDING CONFIGURATION AND TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 ASCE]STANDARD.AND SHALL BE SUBMITTED TO THE BUILDING OFFICIAL AT THE TIME PERMIT IS APPLIED FOR. INSTALLATION DETAILS A-E,CONCRETE/BLOCK SHEET 6 1N BLADE 10 AND HV WINDOW BLADE® ARE ALSO ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS 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 BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 8 102.75 AND 8 14X1.75 RESPECTIVELY,410-HT MINIMUM CENTERMATE DETAILS HV SHEET 8 SERIES STAINLESS STEEL SCREWS WITH 135.0 ksl YIELD STRENGTH AND 180 ksi TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFA=REO BY CENTERMATE ALTERNATING DETAILS HV SHEET 9 APPROVED COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. CENTERMATE DETAILS HD SHEET 10 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM WELD STRENGTH FOR 6063-T6 ALLOY 15 31.7 ksi AND 35.7 ksi END CONNECTION LS HDB 1-6,CONCRETE BLOCK SHEEP 11 FOR 6005-T5 ALLOY. / 5.ALL SCREWS TO BE STAINLESS STEEL OR 31AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH SO WMIN.YIELD STRENGTH AND 90 ksi MIN.TENSILE MAXIMUM SPAN TABLES SHEET 12 ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 STRENGTH AND TO COMPLY W/FED SECTION 24111.3.J.4. r e.BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR AI51 304 OR 316 SERIES STNNLE55 STEEL YAM ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 JS ksl MINIMUM WELD STRENGTH. ANCHOR SCHEDULE-CONCRETE d[BLOCK SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV B1A1DE1Q;13.14,15,18,17 AND 28A. ANCHOR SCHEDULE-WOOD SHEET 16 RV BLADED :26. ANCHOR SCHEDULE-WOOD SHEET 17 KV BLADE10&IQ WORKING IN UNISON.13.14&16. INSTALLATION DETAILS M-R,WOOD SHEET 18 B.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM FEARS A U.S.PATENT 86'778,582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT 85'458.179 ISSUED TO INSTALLATION DETAILS S-X.WOOD SHEET 19 EASTERN METAL SUPPLY,INC. END CONNECTION DETAILS 7-12&X.WOOD SHEET 20 9.R SHALL BE THE RESPONSIBIUTY 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 WINO/RAN INTRUSION. AREA 3: HV BLADE(M ONLY 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER.TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEEP 21 HV AND HD CENTERMATES AND ENGAGE OR LOCK ALL HV AND HO LOCKS, INSTALLATION DETAILS AA-GG,CONCRETE SHEET 22 11. A PERMANENT SHUTTER MANUFACTURER'S LABEL SHALL BE PIACED ON THE EXPOSED SURFACE OF THE SIDE RAIL APPROXIMATELY 4"BELOW THE TOP OF SUCH RAIL LABEL SHALL READ AS CENTERMATE DETAILS HD SHEET 23 FOLLOWS: END CONNECTION DETAILS 1-6 IT,X.CONCRETE/BLOCK SHEET 24 CLASSIC BUTTERS&SHUTTERS MANUFACTURES,INC. MAXIMUM SPAN TABLES SHEET 25 M MI,_"D MIAAMI-DADE COUNTY PRODUCT CONTROL APPROVED. ANCHOR SCHEDULE,CONCRETE SHEET 26 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 4: HV WINDOW BLADE AONLY WERE PERMIT IS APPLIED T0. 13.(e)THIS P.A.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE PAD. TYPICAL WINDOW BLADE&WINDOW DETAIL SHEET 27 (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,MRCR45E AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT.BASED ON THIS PAD..PROVIDED HE/SHE DOTS NOT DEVIATE TYPICAL SHUTTER ELEVATION SHEET 28 FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SUE IS THE CONTRACTOR'S RESPONSIBILITY. AREA 5: HV WINDOW BLADE 11r.�1 ONLY (a)THIS P.A.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. INSTALLATION DETAILS,METAL STUD WALLS SHEET 28A (d)SITE SPECIFIC PROJECTS SNAIL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE PAD.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE PAD.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)THIS PAD.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. FLORIDA BUILDING CODE(High Veiocity HUffICanR Zone) 'I�(GP�• ✓9�= CLASSIC GUTTERS 8F ®2012 EASTERN METAL SUPPLY.INC. 1' APprov doac°mPlyin85.'%0,0e `,�Q�;:'vpENSE =` BERTHA HV TM SHUTTERS Accordion Shutter System Do,Ado "ed1n -d- SHUTTERS " IL E C O INC. MANUFACTURES INC. NOAu - I f H.V.BLADE#1 W/OR W/O N.V.WINDOIY BLADE A H.V.BLADE MI��!!��II °d`P'°'1 G°aical *';•y'�{ 'V 2 TILLIT TESTING&ENGINEERING COMPANY (ASSA #609) Rev.x. aESCRIFTIDN oarE MWN BY: RE.Aa. L! /��.-`i- A':! S' :'•W 3555 H.w.seuA.sM,s,..aos,WxaTrtn enaoDls.Roxm9 ule t a Dare: oz/xz/lz B7 L!✓-L'`O' 10, ft-P' Pnoee:(300671-1530.N.:(305)871-1531 4890 S.W.751"AVENUE z ' G NO �FFSSIDNA��,x'11 WALTERE A._T0ILLIT1JPcP.E PH:(3 5)2981A28148FLF X3(305)286-1333 " 12-DRA052 052 MIAMI-DAOE COUNTY P.L SLAC/AElfi('RE/DATE FLORIDA LIc.g 44167 a-mail:elassiegutkeralex®hotmaiLeom a TH OF 28 r 0,454° .090' ay 4• • JJ. Rt Ort') 4.3)1 A 4_85]° 0.999' y�'EC,• 1O ND SOLID BLADE 3)5 S',, (S HV 90'/180' STARTER covE D_ HV US PATENT 5458179 2OHV BLADE 33 HV UNIVERSAL FLOATER to HV WINDOW BLADE* COVERED UNDER US PATENT 5458179 QUALIFIED FOR USE W HV 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W/HV BLADE(5)&@ ®HV DIRECT MOUNT BLADE 1 & 'SEE LIMITATIONS OF USE OF BLADE ON SHEET 28 6005-T5 ALLOY AND TEMPER QUALIFIED FO�15E W,HV 6063-T6 ALLO A D TE PER 6063-T6 ALLOY AND TEMPER BLADE 1 �il&U2 a], 3.558' 32_x8° 1.500° 6063-T6 ALLOY AND TEMPER ,124• .870° 2.n6° OBS" ]° 2.87" G P.) ,ggq• 0.0]2° 000" 0]2 8 842 .........._.._.._.___ 815° .092° ry 3.226° O HV ADJ. ADAPTER W LIP lsso 1.376• ©HV ADJ. FLOOR TRACK QUALIFIED FOR usE w�Liv ©HV WALK—OVER TRACK QUALIFIED FOR OUSE W/HV BLADE®&C� QUALIFIED FOR USE W/HV BLADED &Q2 @)l TRENCH TRACK 56° 3]6 BLADE 1 & 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/HV 6063-T6 ALLOY AND TEMPER BLADE(2)ONLY. HV RAINGUARD VARIES 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/HV 1.81]" 1.936" BLADE 1 &2. � OBJ' 003• Mor. V.I. 1.938" 6063-T6 ALLOY ANO TEMPER - .OBS• .083° *3MI 093°.100` .093°•93QUALIFIED FOR USE W/HV 1HV HEADHD CEILING HEADER SI ]D BLADE CD& QUALIFIED FOR USE 1Y/HV /_I 15 SHD CEILING HEADER/SILL SEE SECTIONS FOR VALIDITY BLADE Ot &AA QUALIFIED FOR USE W/HV 14 HD WALL HEADER/SILL QUALIFIED F�R USE WJ V 6063-T6 ALLOY AND TEMPER SEE SECTIONS FOR AUDIIY BLADE 1 & QUALIFIED FOR USE W/HV BLADE 1 .U &(� 6063-T6 ALLOY AND TEMPER SEE SECTION FOR�ALIDITY BLADE O7 &y�iipp 6063-TB ALLOY AND TEMPER T 6063-16 ALLOY AND TEMPER SEE SECTIONS FOR GAUDRY 6063-T6 ALLOY AND TEMPER MN.%MN YMNt X Y + B ADE COMPONENT A B T1 R AIDED 1° I° OA162' 1] 2° 5'MA%. l/e° 1/8° FIV10 QUA SIDE ANGLES UALIFIED FOR USE%V HV ALUMINUM ANGLES le 2° 5'IAA%.0.192° 0.192• HVQ 20 CORNER POSTS BLADE(10,®&d QUAUFlED FOR USE W/HV QUALIFIED FOR USE W HV 6063-T6 ALLOY AND TEMPER BLADE(SEE SCHEDULE 19 2.5' ]'LAWt.0.190" 0.190° HV� BLADED.U &d 6063-T6 ALLOY AND TEM ER 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(High Veiocity Hummne Zone j1`�P,4F' 9 P'__ CLASSIC GUTTERS& 02012 FAAFRN METAL SUPPLY,INC. rd mmPly 9%iNUla �13P.:•�\G €NSf'•.• SHUTTERS BERTHA HV TM F1oaa6Bal as ' D„4 0 0� o/z e� Accordion Shutter System NOAM . I IL ECO ils�. MANUFACTURES,INC. MI iDada tnoaunConwl ��/// ;- � N. BLADE 1 WeORaW/O H.V.V�ADTOW�� H.YR BLADE d TILLIt TESTING&ENGINEERING COMPANY (ASSA /f 609) By ='�,ri•.. FI nR\�P'c�.P� a N.W.US,SL,eta.JOI,NPOOM—SEN5.-R.]310 + �OF w5 Ph...:(303)8]1-ISM.Far:(JOS)e]1-15J1 4890 S.W.75+”AVENUE 2 - :lam ..a.— MIAMI, FL 33155 ,FSSIUNP��,111 wAT0 A.mar J..P.E. PH:(305)298-2848, FAX:(305)266-1333 J MWAI-DAOE COUNtt P.E.SEAL/i%51RE/DATE FLORIDA Lla.B 4410) e-mail:alassicguttemlex@holmail.com a SHEET a io- 1.3 'WE g-§ 8]5' 0 .373 gIg58 CAMOaE BPA95 CYlMOER 0'\4 0 0'4 9• • &NEl4(CHROME (CHROME PUTED) 21 HV CENTERMATE pat '�f �" RATEp) 's• a2s HV LOCK HV EGRESS LOCK QUALIFIED FOR USE W/HV BLADE 13& to ONLY 22 0 AT a,^ gO - 6063-i6 ALLOY AND TEMPER QUA ED FOR USE W/FN BLADE 1 & I ONLY 3.oz3' e]s' QUALIFIED OR USE W/HV QUALIFIED OR USE W/HV 6063-T6 ALLOY AND TEMPER G N BLADE&®ONLY. BLADE ®ONLY. Q ALIFIED FOR USE W/HV BLADE 1 ONLY P3/4 I6„ 2.8]4' 6063-16 ALLOY AND TEMPER PLASTIC HEAD 1.758' 322' 2 MOLDED Ton 4. SCREY!2.0]9' 1.]53• AFTER RNENNG mBEFOREVETING 1/4"p— " '�1''p�pp-I' n "�'I y� • n S.S. THUMBSCREW 1/4"0-20 RIVNUT* vm�• O°� *SENIES 9444 ALUMINUM(2024-73 ALLOY)I NOE RW10E THIN (�� x.)fi0• I m m m b SNEET NMTBERT,PM]$0820,AS MFNUFACTIlREO BY AVOEL RAN FRONT ELEVATION '-'- y 6 LHfRRf TENTORN,PARSIPPFN[,—JERSEY 0]054 OR EWAL ® HV MALE "T" LOCK CENTERMATE W HV "T" LOCK ® HV ALTERNATIVE LOCK 2� LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/W BLADE ONLY ® HV FEMALE "T" LOCK CENTERMATE (0 / 6063-T5 ALLOY AND TEMPER n�1 QUALIFIED FOR USE QUALIFIED FCR USE W HV QUALIFIED FOR USE W/HV BLADE 1QONLY QUALIFIED 6FOR USE 063-T6 W1 HV AND LADETEMPEk'ONLY W/HV BLADE( ONLY. BLADE 10 ONLY. 6063-T6 ALLOY AND TEMPER 1.91] 1.91]' .5• � 3.161 3� 0 THU11 RN .pfi3' 0.063-,062•o WV4 KEY MINDER OR n .214":-° ^Ufa -, ," .545• h 0.8]5'MIn. c 'o.8 d n E 0 31 HD CE TF W NO LOCI ® D C Q o o � QUAUFIEO FOR USE W/HV BLADEQ) &(2) gUALIFIED FOR USE W/HV BLADEQ) &U2 .boa• 6063-T6 ALLOY AND TEMPER ® TE'SINSERTp 6063-TB ALLOY AND TEMPER � n E W,RIES.12'MIN. QUALIFIED FOR USE W/HV BADE 1 1�&Q2 1.130' IED FOR ALLOY D TEMPER 11/4.1-x0 50..OR 3/8.1-16 THUAIBRIRN 31/2' -... CYLINDER (SEE pETAhS)•L O° _ OR KEY a 1.5] Mln CYLINDER 318' --- Amo, •� * 1.]8'Max. ® LOCKING ROD O J]s°6 /41 ® HD LOCK QUALIFIED FO®&(2)HV ©HV 3/8"0-16 ACETAL HV 1/4" 0-20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 23333 HOOK BOLT LOCK. BLADE 1 (hh�Y�66 SERIES S.S. QUALIFIED FOR USE W/HV BLADE 1 &2 6063-T6 ALLOY AND TE ER THUMBSCREWS VINSTALLATION WILL REQUIRE A 7/16"HOLE QUALIFIED FOR USE W/HV BLADE 1Q&© QUALIFIED FOR USE W/HV BIAOE 1 &Q D ILLED AT TRACKS FOR PROPER EMBEDMENT t- FLORIDA BUILDING CODE(High VelocityHurricane Zone 41111�1 11111"""/T CLASSIC GUTTERS 8 ©2012 EASTERN METAL SUPPLY,INC. % BERTHA HV AFIN—e65-APIYIRe1Y10 the _ SHUTTERS ".Nd" 1e1 Accordion Shutter System g^Zp)v �' �L E C O LNc. MANUFACTURES INC, y Dmco � f H.V.BLADE�1 W/OR W/0 H.V.IWNDOW BLADE&H.V.BLADE a MIAioJal vro66n Coan4ol g1�C9ASG.Hb"T �4A44� TILLIT TESTING&ENGINEERING COMPANY (ASSA �6aB) FCV.Ne DESCRIPTION pAi[ DMWN RY: R.E./M0. (V"•7- 44/ 55 N.w.300.s4 sle.395,nacMA-.-.n.ONDA]me 1 pAE: oz/Zz/Ix ny 48MI S.W. L AVENUE x PMna:(3051)3]1-1530.Fax:(305)8]1-1531 55 DRAWING N° :SSIl!O//4xNAL'�111'j11 W LER 0.pPMR J,IE. PH:(305)298-2848,) 1LF%31(305)266-1333 4 �2-052 MIAIAI-ME COUNTY P.E.�SF.x�STEFIATURE/GATE FLOPoDA uc.+4410] a-mail:LI66sicgulI..I.N®hplmaiLCOM 5 3H F 28 a 41 3® SHUTTER ASSEMBLY SCHEDULE FOR r@ 43 HV 1 HV (1-4 AND HV BLADES. T— F-Y. O HV BLADE 1 39 � HV BLADE 1A 3 ' I i N�LL '2J HV BLADE 2 38 HV LONG RECESSED NYLON BUSHING r47 40 T— 31 s"a 39 HV SHORT RECESSED NYLON BUSHING 40 EXTERIOR HV NYLON HAT WASHER -47p" 41 HV WHEEL CARRIAGE AISI 302-303 SERIES 4 �4T�"0 0.870"x3/16" THICK NYLON WHEEL. 0.188"0 AISI 302 SERIES S.S. RIVETS QL7 or or ®3 (SEE NOTE FOR Of ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD * REQUIREMENTS) j Q® Q j i ©3 HV 2 3/4" ACCORDION PIN W/ #8 HEAD * -j EXTERIOR ®4 POLYCARBONATE IMPACT RESISTANT HV WINDOWF� (SEE SHEET 27) oda I Q®or j I ' ' TYPICAL SHUTTER ASSEMBLY SCALE:3/8" = 1" HV PIN©OR®AT (I)HV PIN©SHALL ALWAYS BE USED AT ALL EXTERIOR E-TERPR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/HV 1D OR BLADE'S KNUCKLE. HV®BLADE. 50> " 3 (SEE NOTE*FOR { REQUIREMENTS) (2) RI PIN TT MAY U USED IN LIEU OF©AND ONLY AT I EXTERIOR WHEN COM KNUCKLES OF HV ACCORDION SYSTEM "I". SBLADEHEET 22. CORRESPONDING TO INSTALLATIONS "CC"AND'DD",SHEET 22. 1 f (3)HV PIN®OR®W/1/2*O.D.1/18"THICK S.S.WASHER I SHALL U&24FOR DIRECT MOUNT INSTALLATION PER DETAIL X, WHEEL CARRIAGE DETAIL ASSEMBLY LAYOUT N.T.S. N.T.S. FLORIDA BUILDING CODE HI h Velocity Hurricane Zone ,11' P• IIT'�� ®2012 EASTERN METAL SUPPLY,ING 7,11 ..••••.••••. ✓q=e CLASSIC GUTTERS& P pENSC 3 BERTHA HV TM 0—ed 3 ''y SHUTTERS 11 13 Id' Cb06 A -• I L E C O FNe.. MANUFACTURES INC. Accordion Shutter System NOAn 3 o a?1o '"'-"- H.V.BLADE#1 W OR W 0 H.V.WINDOW BLADE&H.V.BLADE E):; aE$CRwnaN DATE DRAWN BY: R.E/A0. dC [d1 Naucl TICCIT TESTING&ENGINEERING COMPANY (ASSA y609) REY.No A'' 'rf"�t_" 4/1� S N.N.Jeu.6v.,Sta.3°5,wICINM NJIDp15.RDkw.JJI 1 DALE: 02/22/12 4890 S.W.75TM AVENUE z _ e3a PMna:(305)811-1930.F..:(]09)0]1-1931 % ,man:Dmocoo..I...m MIAMI, FL 33155 J DRAINING No SSIONP�,,n' wA ER A.DVIUTiJ,RE PH:(305)298-2848, FAX:(3115)266-1333 � �z—D52 MU.MI-RADE COUNTY P.E.S�§lZIWYTA&E/DATE r MOA Lk.A 44167 a-mall:cl—icguttercleX®h0lm9'Lcam 6 SHEET 4 OF 28 d *NOTES ON HV LOCKS AND CENTERMATES: MANDATORY CONDRION Yt:ONE IN LOCK®or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN ®• ®�°i�•® OR 12"ABOVE OR BFF��OV! 2 OF SHUTTER SPAN FOR SPANS UP TO 105",AND FOR INSTALgONS AT ANY ELEVATION,HV LOCK BVI MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO OR CENTERMATES W/(2)1/4"0-20 x 1/2'LONG FLAT HEAD S.S.M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON � TYPICAL SHUTTER ELEVATION, 2.LIMITED MANDATORY CONDITOM 42 ALTERNATE jq MAND 16 ® ° F1.00F TWO HV LOCKS OR OR ONE HV LOCK OR N/TWO LOCKING RODS AT TOP&BOTTOM SHALL BE S F R ANY SPAN ANDCONDITION IN ALLATI N AT AN7 ELEVATION. ' HV LACK®OR®SHALL BE ATTACHED TO C OR�CENTERMATES 1Y/SAME SPECIFICATIONS AS PER q —.- MANDATORY CONDITION®1.LOCATION OF LOCK LOCKS AS APPUCABLE SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION.MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE#J ON SHEET 12. 4 —C4 oR 25 �m�0 ox®� `"® 3. •IF DESIRED,FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES,UP TO TWO FN $D LOCKS OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES OR J2 SRALL BE AS INDICATED ON NOTE(1)ABOVE. LOA ON OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. b 4 �1V �$ x6c-xv S: l FJ 42 IS USED N!/iW0 H.V.LOCKST•LOCKING RODS ARE NOT REQUIRED AT URRIANEAT OR LIMITED POSITION,BUT MAY d E USED IF DESIRED TO ENHANCE SHUTTER PERFO MANCE.OPTIONAL CONDITION Al2(VALID "Y.LOCKING RODS OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION(NON HURRICANE POSITION). O BE•o4 � S.MANDATORY CO.B.,02:ONE HV LOCK�2D ®SJ�IALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.HV LOC or�` SMALL BE USED AS AN OUTSIDE OR INSIDE LOCK, T 1 D R o- y ATTACHED TO 23 CORNER CENTERMATE W/(2)1/4 0-20 x 1/2'LONG FLAT HEAD S.S.M.S.TWO LOCKING RODS x v B �s AT TOP&BO OM SHALL BE USED.LOATION OF LOCK SMPLL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 1 C�Zvi C MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 8.F14ST ALTERNATE TO MANDATORY CpNDrTION 41 VALID ONLY FOR HV I OG •ONE ALTERNATE HV LOCK MAY BE USED IN LIEU OF HV LOCH FOR ANY SPAN AND INST CATIONS AT ANY ELEVATION.AL ERNATE LOCK®MAY BE USED AS AN NSIDE OR OUTSIDE LOCK.ATTACHMENT OF 1/4'0-20x3/4"S.S.THUMBSCREW TO®OR®CENTERMATES SHALL BE MADE W/1/4'0-20x3/4"ALUM. SEE END RNNUT AS SHOWN ON SECTION HVE,SHEET 8.ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO CONNECTION COCKS AT 1/3 OF SHURER SPAN. SUEETStON 0 x , L o v 0 v z *NOTES ON HV "T" LOCKS AND CENTERMATES: FULL IIDGHT. OF CORNER 1' ro mom ONE ALTERNATE MV'T"LOCK AND MAY BE INSTALLED IN UEU OF HV LOCKS®Oft FOR ANY ND SPAN ANO CENTERMATE I STALUTION AT ANY ELEVATION.ALT NATE LOCK QQ Y BE USED AS AN INSIDE OR OU BIDE LOCK.ATTACHMENT ©p0.®°x©•OO°R eO°"10•13 w OF LOCK®INCLUDES USING REINF IRCINO LOCKER ,AS SHOWN ON SECTION HVG,SHEET e,WHICH MUST BE CONNECTED TO CENTERMATES®PND®W/7/4°0-20 1 1/2"LCNC 5.5.THREADED BOLT W/7/e"0 x 3/72' 10•©5°"©•O3 m®`�tl1 VINGNUT OR MAXIMUM ABOVE AND°BELO 11 MIDSPANS USE OF TWO LOCKING RODS OP AND BOTOM IS"AUL MAN ATOY BE IN EIRYPAN OR 12" ® *NOTES ON HD LOCKS & CENTERMATES: i :ONE ALTERNATE HD LOCK@ MAYBE USED IN LIEU OF ®`�o.19•®o.19•®5 HV LOCKS OR FOR ANY SAND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK(SA TO O$IS W/3#8 x 3/8'F.H.S.S.M.S.,AND INCLUDES TYPICAL n HV BLADE SHUTTER ELEVATION REINFORCEMENT INSERT®AS SHOWN ON SECTIONS HOB-HV AND DC-HVC,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12 MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS®IS COMPLETELY OPTIONAL N.T.S. FLORIDA BUILDING CODE(High Velocity Hurricone Zone CLASSIC GUTTERS 8. ©2012 EASTERN METAL SUPPLY,INC. BERTHA HV TM SHUTTERS Appm.cdd minplyingwiU,U,c , P;%�pENSE '•' _ Accordion Shutter System t'ladda9u'1mn ad° I L E C O iNc. MANUFACTURES, INC. H.V.BADE 11 W/OR W10 H.V.WINDDW BLADE&H.V.BLADE Dm°a - 2o01 NOAw O (ASSA &609) REV.No pC6CRl(m6x 6A2 pRANN eY: RE/AD. TILUT TESTING&ENGINEERING COMPANY Mi 6a7 rrodaa(:onvol ti : 1 w6, mce u uxous.naRmA cels WE! oz/zz/lz 489D S.W.75-AVENUE z By (305)B I-1B3o.to.:(3os)e71-10]1 'o'•. P'�� o-moll: aNso° m.°°m MIAMI, FL 33155 y DRAWING 2 F.L......�C,�'tttt wAueR nwrlBr.P.E. PH:(305)290-2048, FAX:(305)266-1333 4 2-052 MIAMI-OADE COUNTY P'.1;.��4f�1��'� �i/uATE FLORDA U°./44167 a-mol:closslcgu(Lerelax®hotmaiLcam a 5 SHEET or 28 ' a CONCRETE CONCRETE- flEOUIREO�•� 1/4'0-20x3/4'B.S. REQUIRED REQUIRED CONCRETE ANCHORS CONCRETE ANCHORS MACHINE SCREWS CONCRETE ANCHORS SEE SCHEDULE ON (SEE SCHEDULE ON W/1/4'-20 (SEE SCHEDULE ON SHEET 13) SHEEP IS) SHEET 13) NUTS 0 12'D.C. 1' --- 12 OR 14 _ Mln. US1/4'0-200/1'S.B. __-- Min. 1J aP 1B EO -EO MACHINE SCREVlS EO EO USWC 1/4'-20 NUTS 19 ®12'O.C. 1/ E.D.. 250'Max. ---- 13 OR_[ 5 I -�13 oR 15 ° \ - .250"Mo... °+ fldaw• E \` I. I 1 OPTIONAL I i ON OPTIONAL II� M21 LASS(SEE To GLASS(SEE I MIN.SEPARARON 'SCHEDULE ON , - TO CUSS �I 12 FOR 9IDE(17MU ' '--DOR®� I �• (BEE SCHEDULE ON 1 EX6RNG W SHEEP 2B Fbi I I I MIN.SEPARATION I 1 OGU55�1 TING SHEEP 12) CUSS—I�M4S lOk I I TO CLASS l -(SEE SCHEDULE ON E%ISTNO i SHEET 12) I l Q Bs ©HV WALL HEADER INSTALLATION QA HV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION EXISTING E)SRNG CUSS'-I AnN.SFPNunON I GLASS � MIN.SEPARATION 1 a To(LASS(SEE I , I OR W I I -- 1O E)PSRNC TO GLASS SCIiEDVIE ON SHEET '11 CUSS (SEE SCHEDULE ON 12 FOR ELAM(11NJ0 I MIN.SEPARATION ' SHEET 12) CN SHEET 28 OR iTO CEDULE USS 011 BLADES O 111 ~(SEE BCHIi . ® \ SHEET I2) ___ OPRONAL I' E. OPTIONAL li I' , rl/4'MD.. _'G E.D.• I'i YY —13 oR I S t/ 13 OR 1© -�- 12OR14 Min. -O O ____ 1HILLPS 4/4'S.B. EO EO- PHILLIPS MUSS HFAO 1/4'0-20x3/4'B.S.PHILLIPS CONCRETE ANCHORS @aP18 MACHINE SCREWS USWC CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS (SEE SCHEDULE ON SHEET 13) Alin 1/4"-20 NUTS 0 12'O.C. PoUREO CONCRETE SHEET 13)C.-L. LE ON W/1/4'-20 NUTS 0 12'O.C. PRUNED CONCRETE OR CONCRETE BLOCK OR CONCRETE BLOCK NCRETE ANCHORS REQUIRED WALL REQUIRED OD HV WALL SILL INSTALLATION (SEE SCHEDULE ON OF HV WALL SILL INSTALLATION POURED CONCRETE SHEET 14) OR CONCRETE BLOCK O HV WALL SILL INSTALLATION INSTALLATION DETAILS W/ T HV BLADE & WALL CONCRETE REQUIRED SHEET PIAL SHUT a HV + 1A HV BLADES) AS APPLICABLE �1-BEE SHEET 4 FOR T"PICAL SiMTER ( D.v EDGE DISTANCE ASSEMBLY (SEE SPECIFICATIONS ON SHEET 14) E BEE UN ARONS OE USE FOR 2-VO NO SECTIONS CAN BE COMBINED BLADE 1 ON SHEET 28 IN ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE(High Velocity HUTTicane Zane !"„"'/r✓q CLASSIC GUTTERS & 02012 EASTERN METAL SUPPLY,INC. ��cENSF _ BERTHA Nv TM SHUTTERS Accordion Shutter System PTaauo am Ja ?� r IL ECO(qe. MANUFACTURES INC. Y oma_ /2 P f H.V.BLADE#1 W/OR W/0 H.V.WNDOW BLADE S N.Y.BLADE MIw�M otaProJunCb vo) - T a` ASSA 6D9 PLV.Ne DESC Tv DATE anAWN Br RE./A0. = A TICCIT TESTING&ENGINEERING COMPANY ( B ) ��A \ e]ee NN.]eIM1.3L,n..Jw,YNQNW aMODIS.EIpMaA]JIe 1 DATE a2/22/12 ny Phcn.:(3o a)Bn-1530.Fa,:(3o5)eT1-u31 48MI S.W. L 3 AVENUE 2 = F'• •••••f� IP -,nwl:mLeaeooa.<om MIAMI, FL 33155 5 GROWING No -�`SSIDNI'\'y 1111 EB-0008)19 12-052 0 WnLTER A mm ae.P.E. PH:(305)298-2848, FAS:(305)266-1333 MIAMI-DADE COUNTY RE 9EAC'/SiC(1MQI�E/DATE ELORIOA LIG.i 441sT e-mail:classlcyuttemlex0hotmaH.com e 6 SHEEr F 28 a REQUIRED _ EDGE OF It1�EpipE(yre SLAB IF ION SHD]9 ifp AFFUCABLE EXISTING —gTd..Q6 OLAS (ALTERNATE _� I ANCHOR I . LOCATION 7 15 i 810x3/4"HEX WASHER HEAD EXISTING ai 1 aRCIASS—) J/e`wN. TEK SCREWS O 12"O.C. CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 14) J 6 EXISDNC ' E E C1155—� EDGE LAB OF ,(' EDGE AB of SUB B /' 1/2 II'I EDGE H, SLAB IF B wA5915D� APPLICABLE A. .Q� —BUB S APPLICABLE 1 laciOarE a J>aa APPuusLE 2 T01 RNffla+m OR ®• POURED POURED 1 aBis¢�m CONCRETE CONIC D• REWIRED .D. D.• REQUIRED FIATHEAD CONCRETE ANCHORS (SEE SCHEB"ON SHEET IS) © HV CEILING INSTALLATION 09 HV FLOOR INSTALLATION t (J)HV WALK—OVER INSTALLATION CONCRETE ANCHORS ' 1 (SEE SCHEDULE DN r(wT�sOcau SHEET 15) Da51ING_� "1 r I EpGlASS—� MIN.SEPARATION CLASS-��MIN.SEPARAIT. TO OLID L TO GLAS CVSS p I _ -(SEE SCHEDULE 0 1 '•—(SEE SCHEDULE 0 it SHEET 12) SHEET 12) �i 1/4" tri rl 1 MR4 � flIOxJ/4'HEX WASHER 6 i i 014x3/4" HEX HEAD 1 B" I HEAD TEK SCREWS O 1 B" TEK SGREIYS O 9'O.C. I �mID 12"O.C. Oft 1/4"0-20 S.S.MB. CONCRETE ANCHORS - 6 x]O�e @14X3/4"S.D.S. Max' W/NUT O 9"O.C. (SEE SCHEWLE ON C 1 O 9'0.C. 1 I SHEET 15) p dip_____. _ L@CR 18 1/2' 1' 17 B 18 E OF ®14x3/4O.C."F.H.S.D.S. 8SLAB B O O" �' IF N. .D APPLICABLE POURED CONCRETE (SEE SCHEDULE ON POURED CONCRETE ON SHEET I3(N) •O OR CONCRETE BLOCK SHEET 15) OR CONCRETE BLOCK -" REQUIRED REQUIRED oPnoNALOURED PCONCRETE EQUIRED 0 HV WALL FLOOR INSTALLATION © HV WALL WALK-OVER INSTALLATION flCURED @)I RAINGUARD INSTALLATION t INSTALLATION DETAILS WZa HV BLADE & NOTE FOR COMBINATION OF BECKONS• ' (('T) HV + 1A HV BLADES) AS APPLICABLE THIS INSTALLATION SHALL BE I-SEE SHEET 4 FOR TYPICAL SHUTTER •E 0.=EDDE DISTANCE REMOVABLE WHEN PERFORMED ASSEMBLY (SEE SPECIFIGKONS ON SHEET 14) ADIACENT TO AN OPERABLE ENR SEE LIMRARONS OF USE FOR IN IYUNRNG SECTIONS AN CAN DE COMBINED t OR ENTRANCE BLARE(�ON SHEET 28 IN NIY PRAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE(High Velocity Hurricane Zone � j1]AA ®2012 EASTERN METAL.SUPPLY,INC. 1111,��Pp,;T......9 CLASSIC GUTTERS 8L BERTHA HV TM App ad pl]iaBW41hOw Q.:'�GENSE"•..,, a SHUTTERS P1anda00'a'" cam= IL E C O ENc. MANUFACTURES INC. Accordion Shutter System M.o P /D �_ f _ H.Y.BLADE/1 W/OR W/0 NY,WINDOW BLADE&H.V.BLADE r i Bella Pmdd C-4-1 _ •�•? ` TILLIT TESTING&ENGINEERING COMPANY (ASSA y609) flEv.NP DEseRIPTrox oaL DRAWN eY: R.E/AG Zi Ek I PATE: 02/22/12 wee KW.Jew s,s..Joe.YmamA ewwvrs,aoRXu JJIB 4890 S.W.75TM AVENUE ° P :(300871-1530.Faa P- DRAWING No _90• FLDRNO;:'� p` man:elL.05719.aam MIAMI, FL 33155 3 12-052 AC S'�'••........••��111 EB-0006]19 WALTER A KLU Jr.P.E PH:(305)298-2848, FAX:(305)266-1333 4 MIAMI-DADE COUNTY P.E%;E E ATE FLowoA ua.g 4416] e-mail:claSaIcgutleraleXGhotmalLoam e j H OF 28 a OUT 90' IN EXISTING GLASS INSTALLATIONS W/(1) HV I AND ALTERNATE HV LOCK®ON SHEET 5. BIME SLACK OUAAL HVE IS`NN To All BLADE W HV CENTERMATES CENTERMATESAPPLICATION-BIADEC o+®°+©• 70�•®°+10.Q°n QR SEE END WALL CONNECTION EXISTING GLASS DETAILS ON SHEETS 11 & 20 01 I @-0 ©aO O 18 m ---------------------- ----------------------T 2•dxl/B1o'-2 IBO• 31/4 7• 61/2• 7• (606J-T6 ALLOY)ALUM. ANGLE W/(2)1/t'°TMCON 1/2• - OPPOSING - SYMMETRYCAL ANCHCiS TO CONCRETE I CENTER RTES (roP/80.A)& CENTERMATES (1)010.1/2°S.M.S.TO TUBE 010.3/4'S.M.S.a I2• W V LOC f MIN.SEPARATION O.C.ML LENCM. �$ TO GV55 AT EACN ANGLE.(IYP) W/ HV LOCK Of ILP (SEE SCHEDULE ON 5 ® * 35$ I N 3 * SHEET 12) r ® 5 ° 5* 1 2— °R®m© �° BO lo•Q3M 1Q ® oUT H 1015 n9©a®on 1©+©on HVA HVB �°"®�©'OonOm1 Qa®$ VPOURED CONCRETE OR OO a©°PO O a(pT E—E%ISRNC GLASSCON 6 •7 1 6 7 �I 1D, °P 1 REOUR of BLOCK WALL snNcEFo—u—Tl% ®ml l— ------ ��—© —�—®�— / _ I� SYMMETRICAL s 7 s 7 T —S •®5 `ExISI1N $ IN.SEPARATWN —J cAss TGLASS5 MIN.SEPRATI ® ®$ -NTIEROR) O (SEE SCHEDULE ONTO GV55 8 a+ • 3°n 1 9. $ SHEET 12) SEESS HEED12L' OPTIONAL _L_ (IMERIORJ -_____ _____--_ ____—____ CONCRETE ypRl S ANCHORS_ _—_ _ — 16.O.C. * 3 VARIES $Vo ® 1/2'NA%.SLACK T 5 (EXTERIOR) HVE HVF** HVD FLORIDA BUILDING CODE(High Velocity Hurricane Zone �Pp.TILur�y:_ CLASSIC GUTTERS& 02012 EASTERN METAL SUPPLY•INC. SHUTTERS BERTHA HV T!A E,DHaaRyJ4R Q:`:�� Accordion Shutter System nN°o4_e D fo =; IL E C O Epc. MANUFACTURES INC. ,,, s Y ' Nona 7 LADE 1 W OR W 0 H.V.WINDOW BLADE&H.V.BIAS Miam DJcPrat uC°no-Dl ¢` "UT TESTING&ENGINEERING COMPANY ( H ) ' pn,�..��1'1��l� ASSA 609 RCV.NO aESCRIP110N DATE DRAWN BY: R.E/A0. 01•�i� •K lEOF ; ` ° s n.w. el.sl.se.las.nRa�Bu wRorrs.ILORWA 3m° 4890 S.W.75TM AVENUE 1 DATE: Dz/2z/lz Phm°3:(3a5e8]1-13]0.F°.:(305)611-1551 1 DRAWING NO ? ••. FL04 C+n1 -mcn:lna<oe,m.°°m MIAMI, FL 33155 3 �-�FF wxTE Lm oDDar.P.E. PH:(305)298-2848. FAX:(705)266-1373 a2-052 lAIAMI-DPDE COUNTY P.E'6iiL �CNAi6/QA�E n-owoA uc./44167 a-mail:clawicgultemlexchotmail.wm s SHEET 3 8 OF 28 a ALI LKNA I L IN51 ALLA1 IUN W HV "T" LOCK 3QI HV SEE END CONNECTION DETAILS ON SHEETS 11 & 20 MALE/FEMALE "T" LOCKS CENTERMATES _8 9 & LOCKERS it W/ M HV BLADE * � _' O'IT 9p I� r1�EMSONO GLASS V IBLADE(DSLACK DETAIL WF,INDICATED ON SHEET 8, �°°®�©•Om,-°xO O AS WELL AS UNIVERSAL ROA BE RUED WITH THIS HDDRNAT, U 10• 3 aT INDICATED ON SHEEP 10,MAY BE USED 1WD1 THIS ALTERNATE ID•©a.©•�°R�•©� INSTALUTION DETAIL RVG SHOWN IN THIS SHEET. i ©'OO •©°"©•OO •�°" SEE END CONNECTION DETAILS ON SHEETS 11 & 20 5.5. z'x2'.1/e".o'-z Q'�°^19•13 w 19•®5 (s063- T6 ALLOY)PLUM. ANGLE W/(2)1/4'a TPPCON 1/2• ANCIWRS 0 CGNCRETE I I ^-- (TOP/BOTTOM)k L -__-_-___. ---_ (4)®10x1/2'B.M.S.TO TUBE I #10x3/4'S.M.S.0 12' AT EACHµCif.(TYP) O.C.FULL LENGHT. Xf N * MIN.SEP TION 30 HV "T" 30 HV "T" TO S C 5 37 LOCK (INSIDE) 1 37 LOCK (INSIDE) (SEE SCH GU E ON SHEE 12) -___— --_—_—___ 1/__ I/2• 5 --(Dl- 28 29 1 28 29 11 Z- 'Il_ p 5 35 OUT 35 3 2 1/4" 0-20 x 1 1/2" S.S.M.S. 2 NYLON SCREW HEAD * W/ 7/8"0 x 3/32" WINGNUT. * OUTSIDE SEE NOTE 6 FOR MV LOCK 3© 30 HV "T' LOCK (OUTSIDE)) 25 1/4" 0-20 X 1" $.S.M.S. ','LOCK,ON SHEET 5. W/1/4"0 x 5/8" RIVNUT f. @ HV "T" LOCK (OUTSIDE) f SERIES 9444 ALUMINUM 1 1 Y V* (2024-T3 ALLOY)LARGE F GE THIN SHEET NUTSERT,PART#0820, AS MANUFACTURED BY AVDEL CHERRY TEXTORN•PARSIPPENY,NEW JERSEY 07054 OR EQUAL. FLORIDA BUILDING CODE(High Velocity Hurricane Zone ,,'��P;T�«!T✓q=_ CLASSIC GUTTERS & 02012 EASTERN METAL SUPPLY,INC. APP daxcomPlYNBwRhOw ,,�s`�:•��cENs�D''••.,• s; SHUTTERS BERTHA HV, fladd6➢61 d,aypG Je Accordion Shutter System rOAV -oA o�2 T`�1s'�•*� I L E C O.,.. MANUFACTURES,INC. H.V.BLADE/1 W/OR W/0 H.V.W34DMY BLADE HA.BLADE DLiSwq eea ia°Jun— C°.-I _ : TILLN TESTING&ENGINEERING COMPANY (ASSA #609) Rcv.N° orscavnaH BATE o9AwN er: RE/Aa. .j),j�fLSQ�/jyJ't!1/rL/�/'� * C` sess H.v.2eln se,sL.zos,vincuw wnPLNs.noRmA aalo 1 wTe oYzz/1z (305)871-1530,fax:(30'!)871-1531 4890 S.W.75-AVENUE z __p�`••........... SCS�pL °-moll:ml:°°a°°Lc°m MIAMI, FL 33155 a DRAV✓ING No FSSIONA��,I'' WALTER A0TLUT Jr.P.E. PH:(305)298-2848, FAX:(305)266-1333 4 G 719 12 052 MIAMI-DARE COUNTY P.E$tKr/,61(.NAR7k�/DATE noRIGA uc.#44167 a-moil:closslcgullemlex®holma266- ° SHEET 9 OF 28 a IUU( INSTALLATION C7 HV BLADE W/ HD CENTERMATES !D ., U SEE END WALL CONNECTION ; ON SHEETS.tl—& 20 EXISTING CLASS {8063-Te=T ALUM. 1J 35 MCIE W/ (OPTIONAL) (C'TDNAQ 4 CON ,S 10 .S ASS (4) H. A S.M.S.S,,,,,0 EPL.TION 11 DGN ACTC(Tr osnol TO IN] 33 1, (SEE SCHEDULE F (4) H.V. ,/�e PINS &(4)f " TO TUBE EACH ON SHEET 12 ANGLE.AT 61/2" PINS (Typ�) 4 5 8 _-1,____.___-__ 5 T/2* 0 \ 0—� 31 OR 32 X-20 31 oR 32 -- 33 Q 3 HDA—HVA QB-HVQ In HDC— VC (OPTIONAL) OUT R.0 L HD CENTERMATES SYTUAL HQ CENTERMATES WLG�LOQI ITER LOCK V I�R (EXTERIOR) 6, 7 SEE NOTES ON LOCKING RODS(D&HD(D LOOKS ON SHEET 5 UNNERSAL FLOATING BLADEODETAIL HDD-kVD IS -(D VALID FOR ALL CENTERMATES APPLICATIONS VM BLADE Q 3 HDD-HVD FLORIDA BUILDING CODE(Righ Veiocity Hurricane Zone) 02012 EASTERN METAL SUPPLY,WC- L CLASSIC GUTTERS & BERTHA HV SHUTTERS Accordion Shutter System fTl 7LE C 0 iNc. MANUFACTURES,INC. V.WDE 1I W/OR WIO N.V.WNDOW EWE&H.V.BLADE 0: NOA .OI (ASSA #609) ,0, AGV.N° DESCRNTION GATE DRAWN B!: R.E.A.a. TICCIT TESTING&ENGINEERING COMPANY I 4890 S.W.751 AVENUE 2 DRAWING Na (305.�671-1530.Ell:(305)871-1"1 MIAMI, FL 33155 01 1 12-052 A 114 E9-0(10.719 333 A lwy Jr.P.L PH:(.305)298-2840. FAX:(305)266-1 MIAMI-OADE COUNTY '—DA Uo.#*4167 P. 15HEII 0 OF 28 �/ / REQUIRE / BLOCK WALL REQUIRED / bWOK wPLL MO.— BLOCK WALL REQUIRE / V/ EXISTING GLASS E,lsnNG GLASS CONCRETE ANCHOR EXISTING CUSS _f pRaRON_(7 2•MIN EX NO GLASS O 16"O.C. s{p �/ ( 2'MIN. TO CLASS(SEE — MR SEPPAATION SCHMUE ON SHM MN.SM'MaICN MIN.SEPAAAIXW EO EO TO CUM(SEE 12 FOR WADE(DAND TO CLASS(SFE m QASS(SEE SCIEGILE ON SNRT ON SHEET M SOiEDJI.E ON SLEET 1/1 16 X3'MAX. SCHEDULE ON SHEET 12 FOR BLADE QAF81 / ^ Gv SHEET 2e FOR (6063-TO)CONT. BUD6m& 10N91E0fa�R D tz FOR EUAnEpANo EITHERE ID® aroEspx® ALUM.CLO(LOCATE --� / BLADES p& 1/z• / �O�FOR OF SIDE) PLATE.(LOCATE 1MIN )—� Q� OF 6) AT EITHER 510E MIN t/2"MIN. OF®) I .FUSE 1"OR 2'MAX. 8fo=t/z"s.M.fi 010.1/2"S.us. I _---- (As APPucABLE).z•.1/e•:o'-z" _---- O 16'O.C. --- O 16"O.C. _____ ALUMINUM CLIP ANGLE 4 (6063-T6 ALLOY)AT MIDHEIGKT (1)1)+0.1/2•S.M.S.To©& 4 (2)+/4.0 TAPCONS ANCHORS TO 5 SEE ETAIL X FO ®� YIALL AT 1.O.C.(LOCATE AT SIDED CONNECTION ) DR EITHER SIDE.OFQ) ) OR®� 1 OR®' SEE DEON x FOR OR m TRAacs SIDE GTo TRACKS ®v®«© T vOo-0•®« SEE DETAIL X FO «6,Taealo.®« rorRAcics « «e.Tae o.®« o•�«©;®„©•®« SIDE CON Q 1 P®«©•Qi«epalo•®� @-0 O®«® 0.0•©,0.0•®« 6.2 • 6• ®«©'�'®' e 6 6 6 0 0 0.O OO•®- e• TO ®«O O ®« O �IM L Q END C N® i1@0'"ETAIL 4 END CONNECTION DETAIL 1 END CONNECT�O DE AIL 2 END CONNECTION DETAIL 03 Q POURED CONCRETE ORGLASS •REQUIRE ONLY FOR SPANS GREATER THAN 12'-0' -————— EXISTING CS REQUIRE BLOCK WALL �� G 4 [ Q S yyN,gpppATpN �I t/2'S.M. �� TO GLASS(SEE /y®te• .C. m GA4(SEE D 'b__---- -_______- SCHEDI1LE ON SHEET / SCHEDULE ON SHEET �____________ ________. ____ 6 OR®OR(BOR - 12 FOR BLADE maaO CCNCkETE 1/2'MIN. +2 GA�mAHp ON SHEET 28 FOR ANCHOR O ON SHEET 28 FUR ..,____________ CONCRETE wM(1)&® 12"D.C. ( 5 BLACES(D& Q ____-- __-- �ORQOR�OR� ANCHOR Q 4 EO '121'MIN. 5 Oft©OR�OR 2'MIN. 2'MIN. ♦SEE UM ATIONS OF USE FOR BLAOEBON SHEET 26 @OR)30R(qOR@ VIEW Y r MIN. MIN NR& OR®� PLAN DETAIL X ®sOe.Ov60,�10.®'PoURED CONCRETE ORaCONCRETE BLOCK WALL10w g 2 g END INSTALLATION REQUIRE ®'©'®°A®'©« O.O•®«0'0`®« h ql HV BLADE OR HV WINDOW BLADE INTO 5 ®•®«®®«� CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL Q O®'®`®"®'® END CONNECTION DETAIL 6 FLORIDA BUILDING CODE(High Velocity Hurricane Zone CLASSIC GUTTERS& 02012 EASTERN METAL SUPPLY,INC. Approved as cam It. AN U. 3, ,P....TIL(/T✓9 BERTHA HV TM FIaTEJS Bu ae �': pENSF"••.• SHUTTERS Accordion Shutter System NOAo ` •_._ MIL O iNc. MANUFACTURES INC. MANUFACTURES, N.V.BLADE 07 W OR W/0 H.V.WINDOW BLADE&H.V.BLADE Mieml de Produ lCon ASSA 609 REV,No CE—INN DATE RE/ m. Btt Aa. TILUT TESTING ENGINEERING COMPANY ( B ) CU % 8]55 RN.]B0.SL,SI,.JDf,WiaPM WADaB.iLOFW 10 DALE: -2/22/12 DF134890 S.W.75TM AVENUE � Prone I(3o5een-Ivo.Fo.:(3o5)eN-1vt 2 A''• P`Z -m n:m18°omo°Ecom MIAMI, FL 33155 3 DRAWING No -.•PD'•.,fLOR��'Pa�3�` °E9-000STro 12-052 /I' cY��C� 1+ WALTER a mLr.k.P.E. PH:(305)298-2848, FAX:(305)266-1333 4 MM-DADE COUNTY F.E f RE�AA- FL-RILM uD./44teT e-mal:ClaSSicgutteraleX6hotmal.00m s ;HEOF 28 1P MAXIMUM SHUTTER SPAMF IMUM SHUTTER SPANXA'L+" * •cFPAR TION TO GLASS REQUIREMENTS -..m OnUI¢K SHAH "L+'OR "L- (ft) OR"L-" ft. INSTALLATIONS FOR INSTALLATIONS W/, f "L+"OR 'L- {ft.) FOR { ) i}L+:tANllMUM ALLOWABLE SPAN ftXt A OMQ4 (f)SEE 80.0tt FOR MINIMUM SEPARATION 70 ®& or Or W ONE INSTALLATIONS W/ W/ �OSDNE A-S.D.DESIGN LOAD. GLASS SCHEDULE FOR SHUTTERS INSTALLED WITHIN ® & W/TWO fN DR L-:MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE THE FIRST SO'-0'ELEVATION OF BUILDING HV LOCK or or or HD LOCK W/ CENTEIjMATES.� ASD.DESIGN LOAD. MEASURED AT BORON OF SHUTTER. NO LOCKI ROD 1 OR CENTERMATES%& ONE HV LOCK OR OR LOCKS ORT 0 W/ONE HV LOCK @ W/TV10 LOCKING RODS OR(`2�6.W/NO OCKING LOCKING RODS®TOPfDOTTO (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR (2)MINIMUM SEPARATION TO GLASS FOR SHUTTERS TOP&BOTTOM *(SEE NOTE T) { Wj ONE HY LOCK I&OR(a WALL.MOUNTINGS OR FLOOR/CEILING: RODS ♦SEE NOTE t} MEASURED ABOVE TOM O ELEVATION OF BUILDING. OR ♦ SEE NOTE{ GIVEN A POSITIVE 0.5.0.DESIGN LOAD,DETERMINE MEASURED AT BOTTOM OF SHUTTER IS S'. CONCRETE A.WOOD INSTALLATIONS 1 CONCRETE 4:WOOtl CONCRETE N WOOD MAXIMUM SPAN'L+*FROM SCHEDULE VIV-3' NA INSTALLATIONS A GIVEN A NEGATIVE AS.D.DESIGN LOAD,DETERMINE D DESCN FLOOR CERINO DE9CNWI0w06 A.sO I MAXIXIUM SPAN'L-'FROM SCHEDULE.(wJ WALL MOUNTING ( low tP+Ad MI'IIMUUM SEPARAATION 10_} NO NBNO EaD N...1') FLOOR/CBLIV,MOUNTNGH RaA-S FINAL MAM M ALLOWABLE SPAN IS EQUAL TO THE SHUTTER WZ ONE LOCK WIL 4 A) t-(I) L I VQ l-N L-10 L F n1 L-A_ MIMIAU14 DETERMINED SPMA BENTEEN 5.+"AND'L-. 30 1J'-2" 16'-0' i3-z' 16-0' 30 14-9 Jo t3'-1" 16'-0 SHUTTERiNSTAitATiON Wf (NSTALLAHON V!/ 35 12"-8" 14'-10" 12.-8" 14'-10'• 35 13'-8- 35 12'-7' 15_7 (3)PROCEDURE i0 DETERMINE MAXMUM SPAN FOR SYMMETRICALCOMBINATIONS IN BETWEEN WALL W/FLOOR/CEIUNG SPAN CENTERMATES CENTERMATES 40 12'-J' 13'-10" 17'-J" 13'-10' 40 12'-S" 40 12'-2" 15•-2' MOUNTINGS:45 tt'-fi' t3'-i' ii-ti" 13'-i' 45 12'-0' 45 ii'-9- i4'-3" 705 3 5/16'A1I'-7' 12'-5' 11-7' 12'-5" s0 11'-5' s0 11'-6° 13'_7` FOR A GIVEN POSITA'E AS.D.DESIGN LOAD: OR LESS DETERMINE >tO5"TO NAX 3 T55 It'-4' 11'-f0" iti t'-a" it'-t0' 3S 10-6 10'-7t" 55 It'-3' 72•-31' L++.MAX.SPAN FOR WALT.MOUNTING INSTALLATIONS. /8'1 4` II'-4' 11'-0' 11'-4' 60 10'-3• f0'-6" 60 11'-0• 12'-6' Lx+-MAX.SPAN FOR FLOOR/CEILING MOUNTING ALLOWED 6"5 -10'-10" 10'-10- 10'-7" NY-10• 65 t0'-0" t0'-0" 65 t0'-9" it'-1I" INSTALLATIONS. OUSE 2 1/2'FOR ES TOCK OR USE RNpCATEO YAAi/Es Fpi C TO _ i0'6" t0'-6' 76'-2' 10'-6" 70 9'-8' 8'-8" 70 70'-7' 11'-S' NR A GIVEN NEGATIVE A.S.D.DESIGN LOAD: 75 10'-I' 10'-1' 9'-10' 10'-t• 75 9'-4' 8'-4' 75 10'-4" 11'-1' DETERMINE: MINIMUM c PARAndH O Rc SCHEDULE, Lt MAX SPAN FOR WALL MOUNTING INSTALLATIONS. SSL6 ED ii$' 80 9'-TO' 4'-9' 9'-7' g.-La 60 T-9' 9'-0" 80 f0'-0' 10'-9` Lx MAX.SPAN FOR FLOOR/CBUNO MOUNTING �rrT.F.B-W/_dNE LOCK&TNO LOCKING RODS OR 85 9'-6' 9'-6' 9'-J' 9'-8' 05 0'-9' B'-9" 85 9'-8" 10'-5' INSTALLATIONS. WITH ONLY n'f0 LOtKy , 90 9'-3' e'-r 9'-9" 91-3" 80 e'-6" e'-8' 90 9'-5' to'-i' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE INSTALLATION W/ INSTALLATION V7/ 95 9'-O' B'-9' B'-9' 9'-0' 95 8'-Y W-3" 85 W-2" 8'-10' SHUTTER t.SYMMETRICAL MINIMUM BETWEEN T,1+','Lx+',°41 AND'Ll-' SPAN ENTERMAT 100 a'-9" 8'-4' B'-8' a'-8' 100 9'-1' 1'-7" 100 9'-0' 9'-7' CENTERMATES C£NTERMATES 105 8'-J" J'-ii" 8'-d' 8'-4' 105 7'-if' T'-11` toy 8'-9' 9'-4' (4)00 TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 105° 110 8'-4" 7'-7' 8'-2' 7'-11' 110 7'-8' 7'-7' 110 R'-7' 9'-2' ALLOWABLE SPAN AND NEGATIVE AS.D.DESIGN LOAD TO OR 5" 2 3/4"•• 3 J/18' DETERMINE MAXIMUM ANCHOR SPACING. its W-2' 7'-3' W-0' Y-7• 115 7'-6" 7'-3' 115 W-4" 8'-it' >m*TO MAX 3 1/4''•' 3 1/4' 120 8'-0" 6•-11' 7'-10" T-4' 120 7'-4' 6'-11" 120 B'-2" 8'-9' ALLOWED F� !25 7'-10' W-8" 7'-e' 7'-0' 125 7'-3" W-8" 125 e'-0" 8'-5' 1 MAXR4VM SHtlTTER SPAN"L+"OR'i:`FOR 4t USE 2 15/16`FOR FIV Y LOCK l V7/ 130 130 7_-1-1' a,!r 130 7'-10" B'-1' INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 108 x'..USE 4 1/8'FOR HV"T`LOCK®0 W/ 135 7'-7" IF'-2' 7'-4" 8'^8' _ W5 e'-It' 6'-2 13S 7'-9" 7'-9' pd.AS.O.DESIGN LOAD. USE INDICATED VALUES FOR HY CENTERMATES. t4Q- Y-5, 5`11' 7•-3" V-3' _740 W-10' 5'-11' 140 T-]' 7'-8' 1Nc'1'A 1eTI_ONyEEPND 145 ]'-3" 5'-9' 7'^I" 0'-0" _ 145 8'-8` 5'-9" 145 ]'-5" T'-J' i5D T'-2' - 5'-7' J'-0" 5'-t0" t0O 6'-7' S'-7' 150 7'-4' T'-O' 1'H.V. CORNER CEN7ERMATE E3 MAY DE LYXNCIRTE 4 MVSCRY WIND 8'-f0' 5'-8' 155 _ V-6" W-5" ISS 7'-2" D'_9' USED AT ALL MOUNTING INSTALLATIONS.LOCKING 160 W-11" 5'-2' 8'-9' W-6' 160 6!-S- S'-2" 160 7'-i' 6'_7• SPECIFICATIONS SHALL BE AS INDICATED OR 9 MANDATORY CONDITION 82 NOTE IS,SHEET 5. YJALL A.B.G,D,E, N,N,O,F,d,R, 16S 6'-10` S'-i' 8'-8- 5'-4' _ 165 8'-3' S'-i" 16$ T-0" 6'-4' MOUNTING F.K&L. 5 k V. 170 6'-9" C-11' W-7" 9'-2' 1T0 8'-2" 4'-11" 170 6'-11" 8'-2' 175 s6'-T" 4'-9' 8'-D' 175 6'-Y 4'-9' 175 6'-9" 6'-D' FLOOR/CEtUNG G,H.I&J. T.U.W&X. 189 6'-6' 4'-8• W-4- 4'-10' 180 6'-0' 4'-8' 1B0 b'-8' S'-t0' MOUNTING teS V-5" 4'-6' W-3° 4'-8' 185 W-it' t'-$' 165 W-7- W_r 190 8'-4- 4'-5' 6'-2" 4'-7' 100 W-01 4'-5' 190 W-8' S-6' Cl) B LA D F. ONLY 195 8'-3` 4'-3' 6'-1" 6'-8' 19S 5'-9' 4'-3" 195 6'-5' S'-5' ,_Ili jt t..F {� 200 6'-2" 4'-2' W-0' 4'-5' 200 5'-9' 4'-2` Do W-4' W-3' 205 5'-$• 4•-1" los $'-J` 5'-r• FLORIDA BUILDING CODE (High Volocity Hurricerte Zone ' 11LLIT'" (02012 EASTERN METAL SUPPLY,INC. r'tv``PPEcis d�ay �_ CLASSIC GUTTERS 84 BERTHA HV TM Afrpmve8Da 4omPlyiR6wll6 Vla :Q �\G SHUTTERS Accordion Shutter System nmoA68y( t2 ? �-hLa ` MANUFACTURES INC. MANUFACTURES, M BLADE I}1 W OR W/0 H.V.WINDOW BLADE&H.V.BLADE NO ArI RLY.N4 DE6CWPRON Wtt PRAWN BY: RE A.A NS 1 d`PNod sLCODfcot 4u TIWT TESTING&ENGINEERING COMPANY (ASSA #609) SAY^ t,y, t WTE: 02/2x/12 1555 N.N.ar,SG,51...5,YRLAM CNDlEN6.-.A.1! '� tA` Phu..i(303TRI-1530.To.: 306871-1531 4890 S.W.75TM AVENUE x Ar� L 44 _mon:tm.4DOuai.co ) MIAMI. 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S3 m�. nl�I 1 1 1 I I I 111 1 I I I llml-lt WL ltiil I j I _e�e�e.e m.oe000 I nm l III 1 III I 3 en ' ' nnrvrvrvry n�ry r'91 +I� �g d (SEE NODMINGS E.0,&N ON SHEER 8&7) POURED MWEV ONCREIE BLOCK I POURED CONCRETE (A) TO EXISTING POURED CONCRETE:(MN.Fc.3 ImD 1/4'6 TAPOON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BULDEK(Min,F4 3 kOD uAX93aH E@WALL SILL MOUNTING ©CEILING MOUNTING O FLOOR MOUNTING -1/4'0 X 3/4'ALL POINTS SOUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY,(Mtn.Fc 3 keI) SPAN AS.O.DESIGN NEGATIVE LO at ASA.OESIOx NECAINE WAD pal As.O.oESIGN NEWIIYE WAD of ANCHORS SPACING LEGEND -1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC.(Min.Cc-2 kai) DO - -1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS.WC.,AND DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY 10 40 80 76 90 120 180 205. 40 EO ]b 9D 120 180 205 30 40 W 75 BO IVO 16O 205 TAPCON OR COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIARON•INC. z 1G B B B 0 a! 14 Ix 1G 9 6 e 6 6 1. 1 a e ! a e e TAPCON YTRH ADVANCED (Min.Y°-J Imo 14 Ts 10 9 B 0 e e 14 ti 1G e B e e B 14 ,z 1G B B e e B THREADFORM TECHNOLOGY OR LESS 14 11 10 9 -&F- 8 8 6 I4 12 to -"98 8 B 6 0 I/ 12 1D 0 8 0 6 S ALL POINTS SOLID-SET NOTES: 14 12 10 B 9 B e 7 f♦ 12 10 B e e 0 0 11 12 10 9 0 1 0 6 A.1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 1♦ 12 10 B B 7 M.16 fa 12 to B B B 0 8 t♦ 12 t0 D 0 a 6 B BLUE TAP W/CAP ANCHORS IS 1 3/4°,AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2 4'-0' 14 12 10 B 8 8 6 6 14 12 to B 6 B 8 8 14 I2 f0 B B B 6 S.S TAPPER+ A,2)MINIMUM EMBEDMENT OF 1/4'0 z J 4 ALL POINTS SOLID-SEI ANCHORS SHALL BE 7 8 INTO THE POURED CONCRETE.NO EMBEDMENT 14 12 10 9 8 8 0 4 14 12 10 B B B 0 4.5 14 12 10 9 B 0 4 3.6 / / 14 12 10 B B 8 e 4A 14 I2 tD 9 8 e e 5S li tx 10 0 e e B 46 INTO STUCCO SHALL BE PERMITTED.1/Pe-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2°LONG MINIMUM SHOULD STUCCO EXIST,AND 14 12 10 B 75 Sa J5 - 14 12 10 B 6 8 B 5 14 12 10 D 8 7 &a ♦ I°AROMUU FOR WALLS WE NO STUCCO. 14 12 10 B B 8 0 0 14 12 10 9 B B 6 5.5 14 12 10 0 8 B 8 46 6'-0' - 4 SEE LI�ATXONS OP USE FOR A3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 11 12 10 9 B ] 4 - u 12 10 D B 65 5 ]5 '4 12 t0 B 0.5 9 Ja ] BLADE LrNS SHEEP 2B ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SND WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 '2 e0 9 B ].S i.5 - 14 12 10 0 e 0 8 4.5 / 12 la e B e 4a .)5 NOTES A1)&A2)ABOVE FOR INSTALLATIONS ON NIM SIDING OR EFS MIN OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 1a 2 .5 7.5 04,a - - 14 12 1G 9 e ].e 5A ♦ 14 12 to B B 6 4b 36 INSTALIATON INTO EBS 1WTH IAETAL STUDS BEE SHEET 28A 6'-0° 14'12 10 0 B B e - 14 12 10 B 8 8 6 5 14 12 10 B 6 BA 6 3.5 14 t2 10 9 ].S 6.5 3 - iL 12 10 6.! 7 5.3 4 J 14 12 B 0.5 5.3 ♦ 3 - (8) 1(1 EXISTING CONCRETE BLOCK:(ASTM C-60) 11 1Z 10 9 a b - - 14 12 10 9 eB NJ ! ].lb 14 12 10 B.s e 9 4 - -1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY CLW.BUILOE%. 14 t2 8 8.5 5A 3 - - 14 12 10 D 8 85 4a 36 14 12 10 8 ] 6 35 3 -1/ro X 3/4°ALL POINTS SOLID-SEr ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. 7'-0' 14 TR 10 9 B 0 - - la 12 10 9 8 7 S 4 14 12 10 0 ]5&9 ♦ J -1/4'0 BUIE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. I4 12 IO a BA 4 - - 14 12 G Z. 8 45 35 - 14 10.6 1 SS 4.3 33 - - -1/4'0 TAPPER}ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 14 13 t0 8.8 ] 4 - 14 12 t° 0 7.5 6.3 4 - 14 12 9 7 15 4.8 - - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHURER SYSTEMS ASSOCIATION,INC. - 14 12 10 B 74Ob 4 - II 12 B 7 a I.fi J B'-G° 14 13 10 9 8 e.5 - - 14 1x t0 B 8 8 1 -14 tz 10 6 85 J Jb - NOTES: EI: 13 B.6 7 5.5 J - - 14 12-8'e-0 6.3-47' 3 - 12.5 9.5 6 5 4 3 - 9.1)MINIMUM EMBEDMENT IMO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 I/4'AND TAPCON 14 12 B5 7.5 6 - 14 12 T5 8 6.6 S - 14 12 8 0 Ba 4 WITH ADVANCED THREADFORM TECHNOLOGY!ANCHORS IS 1'. 1J B.5 6.5 J 3.5 - - - t4 12 10 B 6.5 ! - - 14 12 B 8.5 6 ♦ - - 0.2 611MHUN EUBEDNFM OF 1 40.J 11 12 10 a e =- - 11 12 10 B 7.5 43 - - 11 t2 ea 7 59 4 - - ) /' /4'ALL POINTS SOUR-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK NO 14 11.8 7A 0 4 - - 14 11 7 5A ! 3b - - 11 B 5a 4A JA - _ _ EMBEDMENT INTO STUCCO SHALL BE PERMITTED.1/4"0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 f2 B 0.5 I.5 - 4 12 85 7 6.5 / - 14 10.a 7 eb B 4b - _ EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 11.5 eS 5.9 4 - - - - 14 12 B 7 6 Al.5 - - 14 11 7 !.5 4.a0 - - Ei 1N CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 12 10 9-7A - - - 14 12 10 a es ! - - 14 12 a e s 4 - 10'-0° _ ANMORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES ANCHORAGE SHALL BE AS INDICATED ON IT 10A i 9 3a - - - tJ BA B.a S 4 J - - 10 ].5 ! ♦ J - - - NOTES 8.1)&B.2)ABOVE.FOR INSTAILITIONS ON VINYL SIDING OR EIF5 WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 14 11 7.5 SIT - - - - 14 11.6 e B 5 4 - - I2.5 9.5 8 5 4 4 - - FOR INSTALLATION INTO BPS WITH METAL STUDS SEE SHEET 204 HIS e b - 11 12 8 6.5- 4 - 13 10 6.5 S 4 3 I1'-0°H 12 I° - - - - -114 12 9 7 e 4A - - 14 10.8 7 Ls 4A C5 - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 125 B.6 B - - - - -112 9 6 45 4 3 97 {.S 13.5 1 J 10. 1. 14 10 7 - - - - - 14 5 7 13 5 - - - IIA 1.5 a!AS 75- - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED. VERSUS SPADING RELATIONSHIP FOR ANCHORS. 95 ) 4.5 - - - - -III 1I.5 74 5 5 - - - 12 B 8 4.5 4 - - - SCHEDULEkCING 12'-0'14 12 10 - - - - - 14 12 D 8A 5.5_ - - 1] 10 1.5 S 4 - - - 11.5 0.5 4.5 - - - - - Il B 5.5 4 J.S - - - e 8 ♦ 3 - - - - KAXMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW.FOR E.D.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING 13.5 9.5 B - - - -- 13 9.4 95 ° 4 - - - 10.5 8 5 ♦ - - - - 0Y MULAPLIV:G SPACING SHOWN ON SCHEDULE BY THE FOIIOVANC FACTORS REDUCED SPADING OBTAINED USING FACTOR SHALL NOT BE LESS THAN NMMUM SPACING INDICATED FOR FACTO ANCHOR TYPE. 9 6.5 - - - - - - 14 10.5 7 5.5 45 - - - 11 8A 6.5 45 J5 - - FACTOR 14 12 - - - - - - 14 11.5 7.5 8 5 - - - 12 B B 45 13-0'1G.S B - - - - - 10 75 s 4 3 - - - 7.s e.s 4 3 - - - EDDEL TAPCON TAPCON WBH ADVANCED ALL POINT SOLID SET BLUE TAP W/CAP TAPPER+ 125 8.5 - - - - - - 12 9 6 19 4 - - - BA 7 0 T - - - - THREAOFORM TECHNOLOGY MIN.SPACING DICTANCE B 6 - - - - - - IJ 9.8 BS 9 - - - - 1.5 7.6 S 4 - - - - V BLADE O ED. MIN.SPACING-3° WN.SPACING-3' MIN.SPACING-3 1/2" MIN.SPACINO-3- 3 3/4' 4' 14 12 - - - - - - 14 104 7 5.5 - - - - 11 8.6 6A{A - 14'-0' _ _ _ _ _ _ _ _ - - POUflEC CONCRETE&�0 OpN�E iiPOURED CONCRETE& POURED CONCRETE&pB11Ep COCK TE CONORIE RM% 10 t 1.5]65 - - - - - Bt ] C5 3Z 9.5 4b - - - B &6 4.S J - - _ _ �NN ED.'. MK LD-3 1/S MK ED.-2 1/7 BLOCK CMIN.RETEEEl%--�LOCK CONCRETEMN EDB]'CK MH EA.3 1/Y IRU ED.2 1/'I 7A . - - - - - - 12 9 6 - - - - - 9.5 ] ra - - - - - JM HV WINDOW ' 1.0 0.90 1 to 0.76 1.0 0.84 1.0 Is•-o•„ "- - - - - - 13.5 10 B.5 - - - - - IoA e 5 - - - - - BLADE WORKING i 1/r - 0.81 1.0 - - 0.67 1.o d 6a ! 3 - - - - - IN UNISON 2" - 0.71 - - 0.31 BA 8 4 - - - - 1 3 4' ] - - - - I,.!8.5 95 - B e.b,A - - / _ - Dlmeya - - 0.43 16'-0'1♦ - - - - - - - 12!B.s e - - - - - 10 7.! a a4.5 3 - - - - _ 9.5 - - - - - - - 99-b ] s _ - - - - B 6 4 - - - - - FLORIDA BUILDING CODE(High Velocity Hurricane Zona "'AYAAA47,,,, CLASSIC GUTTERS& 02012 EASTERN METAL SUPPLY.INC. ,. P pTILL/T APp�,Ina pITlnBwith ON 14T1vF'•..............✓,5 SHUTTERS BERTHA HV TM FI9rMAB9'o`Bo/Z ; P'• G ••' 1LIL EC O ENS. MANUFACTURES INC. Accordion Shutter System - o 7 .V.BLADE 1 W OB W/o IL WINDOW BLADE&N.V.BLADE nAm D NOA9 /•v ;�E TICCIT TESTING&ENGINEERING COMPANY (ASSA #609) REvx4 9zscRVTIeN DATE DRAwx er: RE wG. gy i k'• E OP ;W a J!KW.J6l51.,SL..JOS.W GCM G-.1.--3J1w e m/u/1z Pnon.:(sD5471-1530.F9.:(3Ds)e]1-1531 4890 S.W.=Ax ORAWNG NO 9 FLORTO•:��MIA` mw:m1,:oo9a.m MIAMI, FL 33155 AVENUE 3 12-052 AFF ""'ffas• X(�IT'1 WALTER woiautlJr.P.E. PH:(305)298-2848, FAX:(305)266-1333 4 MIAVI-DADS COUNTYP.f.8 f1�QI�RI ,lIt�TE FLORIDA UA.IT 44187 a-mall:clo,sicgutierGlexChotmall.com IT SHEET E 2B ARRANT d e � co E�g W °" ��@ �N ym o Q gzo o =��or -W o 3 cd V o i oi � .. ��. W FWD Mr� r = a M z V E z� a§: u ogl- Z U ZRE am 3 a Imnl laal lml I ISI n III I K v ,z 3g9a ,m;m.�.ln,^�.Im., I Inl I°+I IRI O ig�BB�•� OJ�+�S nnmam.m mm Rm.� aRl l-�■ W� Fj Q m nRnnn. ana . IIm W d1NilE��Q ag. n,m J i�„e2 agnmmamm rF y F o�n nRn�n.nn� I� i ............................... R, � I c . a '1``,'ll,fl� ��✓i' $ � g'Snnnnnnn�n,^,nn nil Ilnl I$I I .I I .,I I �Q•:• ^ _< w � �nn a�n�m I I ��.��. . _\b •Q� 'g n nn., I I iZ us .off $n nen nnnn nenm 3 nen nan�n d,,•.. �� x U al�mnfun��.rl I yl•I In i I Intl m nnm,R,Rn RRmnn�.�a�n,al nnl C$ jw norm�n�nm�m.ammai..�nn Ral ISR rvRry-rvRRm mlm mm. olminu Iia iO�I � aOS `• � � YI m--- - - - rvoeim�mnnmm mn.iD ymdaan gm��m�a.�'n m�a.RyriO-, - Gy W� cS _ _ _ _Imrvrvwm=R�=mommnm o°-omelemnm6n^nmam^nim ^f.n E.S� P' c� gi o�m111111 IIII VIII 6uOZ� m mimmm I I II, I I'I titmmmmmmmmamaammmmmmaamammmammmmmmmmammmmmmmmmmmmmmmmllll----mmm='��nryrvrvry rvrvrvrvrvrvry ry rv.--- - i NEGATIVE_A.S.D. DESISI.GN OAD AND A CORRE$PONpING�]OUNTING TYPE (SEE MOUNTINGS ON SHEETS 18& 19) L-J E=:3 <==z-TF-:;Z o.T F-=- SOUTHERN -SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. COX DOUGLAS FiR W/ MIN. G=0.50 W/ MIN. 0=0.43 W/ MIN, G=0.36 PLYWOOD MAXIMUM SPANCEILING MOUNT T CEILING MOUNT T CEILING MOUNT T WALL MOUNTINGS WALL MOUNTINGS WALL MOUNTINGS WALL MOUNTINGS (ft) M, N, 0 & R FLOOR MOUNTINGS' N 0 & R FLOOR MOUNTINGS MA N, 0 & R FLOOR MOUNTINGS P & 0 W & X IN & X W & X 2100 A.S.D.DESIGN LOAD(psi ISINTNE ASD.DESICH U"(psi NVINTAIE ASA.DESIGN LOAD(pat NEGATIVE A.S.D.DESIGN LOAD(psi NEGTNE AS.D,DMON LOAD(Ps ECAINE AS.D.DESIGN LOAD(palATNE AS.M DESM LOAD(Ps 30 AO 60 75 90 105 30 40 80 75 90 105 30 i40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 d0 F. 75 90 105 30 40 60 75 90 105 F4'-0- ESS 72 10 i0 9 8 8 6 6 6 6 6 5 12 10 10 9 8 8 6 6 6 6 5 4 12 10 10 9 f88 6 6 6 4.5 4 3 6 5 4 4 4 3 12 10 10 9 8 6 6 6 G 5 4.5 4 12 10 10 9 8 8 6 6 5.5 4.5 3.5 3 12 10 10 9 8 6 4.5 3.5 3 2.5 6 5 4 4 4 3 12 10 10 9 8 B 6 6 5 d 3.5 3 12 10 10 9 8 8 8 6 4,5 3.5 3 2.5 12 10 10 9 6 5.5 3.5 3 2 2 6 5 4 4 4 3 12 10 10 9 8 6.5 6 6 4.5 3,5 3 2.5 12 10 19 8 45 6 5.5 3.5 3 2.5 2 12 10 10 9 4.5 36 5 4 4 3.5 - 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 5 42.5 26 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 2.5 2 2 - 12 10 10 44.5 3 2 - 6 5 12 10 10 5 3.5 - 6 4.5 3 2 2 - 12 10 8,5 4 - 5 35 2.5 2 - - 12 10 4 2.5 4 3 2 - - - 6 5 3.5 - - 12 10 ].5 4 - 5 4 2.5 2 - - 12110 5.5 3 - 2 - - 12 10 3 - - =3525 - - - - 6 5 -7- 12 -12 10 5.5 - - 5 3.5 2 - - 12 10 4 - 4 3 2 - - 12 10 - - - - 3 2.5 - - - - 6 5 - - - 12'-0" 12 10 4.5 - - - 4.5 3 2 - - - 12 10 3 - - - 3.5 2.5 - - - - 12 10 - - - 3 2 - - - - 6 5 - --i-3'-O" 12 10 - 4 3 _ - 12 10 - - 3.5 2.5 - - - - 12 7 - - - - 2.5 2 - - •- 6 4 - - 14'-O" 12 10 -• aa-- 3 - - 12 7 - - - 3 2 - - - 12 5 - - - - 2.5 2 - - - - 6 3 - - - S5'-0" 12 - _ _ 12 - 3 _ _ _ _ 1,5 _ _ _ _ 2 - _ _ _ 6-0" 12 - _ - - - - 12 •- - - 2.5 - _ _ _ 11 _ _ _ _ _ 2 g t M4TE5 ON ANCHORS REgUIREMENT8;,V0_f,�D SUBSTRATES 1,ANCHORS TO WALL,FLOOR OR SOLID WOOD$OFFTF SHALL BE AS FOLLOWS: / -1/4'0 TAPCON OR TAPCON WITH ADVANCED WREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY 10 H BLADE E 0 R d) H V BLADE W I.T.W.SULDEX W/MINNUM THREADED PEREIRATWN AS RIIXCA O AT EACH SECT"ON$HEM 1S&19. EXCEPTION:SEE NOTE BELOW. i1 A"}` HV WINDOW BLADE WORKING IN ONISON'w N.D.S. S 2.ANCOLN HORS TO HOLLOW �L BE AS PER MOUNTINGTTPE U.SHEET 39 AND SKILLCON55i OF tRG SCREWS PS PER N.O.S.2005 SPEC(iiGiIONS. 3.SUBSTRATE SHALL CONSIMT OF THE FOLLOWING: ♦SEE UM TATtONS OF USE OF -50UMERN PINE No.2 1'I/C.D.55(144.S) BLADE(9 ON BNELT 28 -DOUGLAS FIR a/0-0,90(NILS.) -SPRUCE ME FIR NORM W/C.0.43(N.DS.) -SPRUCE PINE FIR SOUTH W/G.O.a6(N.D.S.) _104.1/2COX PLYWOOD(1080 APA) 4.ANCHORS SHALL BE INSTALLED FOLLOVING ALL OF THE RECOMNENDAnONS AND SPEGFIGTIONS OF THE ANCHOR•$MANUFACTURER. FLORIDA BUILDING CODE Ri h Vel-i Hurricane Zone 02012 EASTERN METAL SUPPLY.INC. .......... CLASSIC GUTTERS 8L gERTHA HV m'dA+wmplYinBwiih Wa \ • �°ktivF'•••., •� SHUTTERS Accordion Shutter System i"=sRad. as 8 . �'''� TIME C 0-. c. MANUFACTURES INC. y nom o 0 1 L 7 ,V.BLADE(<i W OR W O H.V.WINDOW BLADE&H.V.6UOE A OAs pac�R uMCaotlal fp_ TILLIT TESTING&ENGINEERING COMPANY (ASSA X609) RfiV.No OESCRIPiIDN OAic OnawN 12 0313 N.W,Sail,.3L,$1..M.YAf2NA GARDLI.11OA11A 3318 1 DATE: O2/2No By Phone:(J05eeT1-1930.Fax:(309)8]1-1631 4890 S.W.75'"AVENUE x 01RAKRNG No 6•.., L R,: 0 i\\ NtecoOoo.cam MIAMI, FL 33155 J FFi$' 52 $I A\.��LL'P'1\\ WALTER a�RLLUO J1 KE, PH:(305)298-2848, FAX:(305)266-1333 4 t -T MIAMI-DADE COUNTY P.�.''6Fq VUD11yDAiE FLORIDA u..®44167 a-mail;clasaicquttaralexG�hdra il,com a SHEET a 16 OF 28 i JyJH/11 NIVM HNCt1Uti' SFPoNG (in ) SCHEDULE FOR A GIVEN MAX SHUTTER SPAN NEGATIVE ASD DESIGN LOAD AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEET 19) F==� }NOTES ON ANCHORS REOUIREMENTS•WOOD SUBSTRATES SOUTHERN PINE No. SPRUCE PINE SPRUCE PINE 1.ANCHORS TO WALL,FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 2 WI MIN, G=0.55, FIR NORTH FIR SOUTH -1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY D UGLAS FIR W/ W/ MIN. G=0.43 W MIN. G=0.36 I.T.W.BUILDER W/MINIMUM THREADED PENETRATION AS INDICATED AT EACH SECTION ON SHEETS 18&19. MAXIMUM MIN. G=0.50 / EXCEPTION:SEE NOTE 2 BELOW. SPAN B.O.WALL MOUNTINGS B.O. LL MOUNTINGS 8.0.WALL MOUNTINGS 2.ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U.SHEET 10 AND SHALL CONSIST OF (ft) WAS&V S&V S&V LAO SCREWS AS PER NDS 2005 SPECIFICATIONS. 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: 4ECATNE ASA.DESIGN LOAD(pal`[EGATIVE ASD.DESIGN LOGO(pof NEGATIVE AS.D.DESIGN LOAD(Oa SOUTHERN ANE No,2 W/NM.SS(NA.S) 30 40 60 75 90 105 30 40 60 75 96T,05 30 40 60 75 90 105 -DOUGLAS FIR W/ce0.60(N.DsJ [4�-O" OR 1E55 12 /2 12 72 12 i2 12 12 12 12 12 12 12 T2 12 t2 72 12 -SPRUCE PINE FIR NORTH W/C-0.43(N.D.S.) _ -SPRUCE PINE FIR SOUTH W/G-O.JB(N.D.S.j 72 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 -MIN.1/2'COX PLYWOOD(1086 APA) _0' 12 12 12 12 12 12 72 12 12 12 12 12 12 12 12 12 11.5 10 4,ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE -0" 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 1.5 9.5 6 0's H. 12 12 t2 12 12 12 12 12 12 12 12 10 T2 12 12 10 8 8 -0" 12 12 12 12 12 12 12 12 12 12 0,5 9 12 12 11 8.5 7 7 -0' 12 12 12 12 12 TO..12 12 12 11 9 8 12 12 9.5 7.5 6.5 6 -0" 12 12 12 12 LI.S 9.5 12 72 12 108 7 12 12 8.5 7 6 5.5 71=0" 12 12 12 12 10 8.5 12 12 1 7.5 9 7.5 6.5 12 12 8 6 5 5 12'-0' 12 12 12 1.5 9.5 8 12 12 0.5 8 7 6 12 Ti- 7 6 5 4.5 0' 12 12 12 70.5 8.5 7.5 12 12 9.5 7.5 6 5.5 72 10 6.5 5 4,5 4 14'-0" 12 12 12 9,5 8 6 12 72 9 -7-F6-4,5 12 9.5 6 S 4 3.5 12 12 11 9 7.5 5 12 12 8 6.5 5.5 3.5 1.5 8.5 6 4.5 4 3 i6'-0" 12 12 10. 8.5 6.5 4 1.512 8 6 4.5 3 11 8 5.5 4 3 0) HV BLADE ONLY FLORIDA BUILDING CODE(High V.1.6ty HUrecane Zona 1 dtsiiii 12012 EASTERN METAL SUPPLY,INC. ��A_•,•:!T✓q-.: CLASSIC GUTTERS& BERTHA HV c�` ��ENSF SHUTTERS App.Y d9s wmplfingWlU,Ow , ',;•,, Accordion Shutter System YmLIE0SIY ay -�p`(yAOZ +�c= /MME C-0m MANUFACTURES INC. omu 0 A a 20/2. f V BIADE>}f W OR W10 N.V.WIN00'fl BIADE&RV.RUDE+ NOAtl O b) ASSA 609 REv.No DEStRIPRON DATE DPAIM BY: R. 02. Miwip deftoBPc,Can o1 TILUT TESTING&ENGINEERING COMPANY ( ) 1 nate x2/22/12 AyA Bass raw.aeu.sL,sr,.aoa,stBcuna.c,fmENS.rtoRa}l mia 4890 S.W.75-AVENUE 2 BY PM1ena:(J98)8]L-15JD.Ent:(305)8]1-1931 DRAWING NO Op[.'•.......�{..p.:ti aT,i _,�yu un�sovooL MMT, FL 33155 s- }y e� FSSIU@N1^aplii E6-99DB719 ) ( ) 4 12-052 wALT[A A ram&.PF. PH:(305 298-2848, FAX: 305 266-1333 s SHEET MIAMI-DAD$COUNTYS P.E"�f'M(5f877$IUREJOATE ilOHIDA Llo./NIE> a-mail elaevcgu(Lcrolax6hn(m t.com s 1S O7.28 MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADEto ONLY SHALL BE LIMITED TO 105.012sf, S 0 D SEESHEET 1/4'0 TAPCON OR S SIG LOAD 0 AL T 1 1 WORKING IN UNISOhL TAPCON WITH ADVANCED +,`• _R TECHNOLOGY - ,. 1/4'm TAPCON OR ` Y!/1 I/2' 111.PENETRATION ,{, TMCON W[TH ADVANCED OF THREADED AREA TO ;; IHREADFORM TECXNOLOCY 1�i EXISTING WOOD HEADER. W 1 I/2'Mln.PENETRATION I 1'. DR / MN.SEPNU110N(SEE SCHEDULE ON SHEET I6) � OkTHREADED MFA TO I m (mFASTING WOOD HEADER.ORC (SEE SCHEDULE ON SHEET I6) I1 OR� 1/4'0-20x7/4'S.S.MACHINE SCREWS EXISTING I ON 91SM28FT®E W/1/4'-20 NUTS O 12'O.C. GIASs--4ADESvI&1 I •? � / y FlNSH I % INNS I ,Tw I ir: ,i.•:•..,, +�!%.• FINISH PHONAL x EXISTING MIN. 'x1 ::t,'"• Fl105H I FE A TUTILi •J/ 2•x4'W'ODD ci F HEADER REOUIRED ®o :•.. --GOR I BASTING w000 �x I/4'0 TAPCON OR onsuNG l MN yyAPAryIN I HEADER REQUIRED :',, TAPCON WITH ADVANCED D ib O/s(SEz I I ( THRVREADEDrORM TECHNOLOGY 0OOY 5a®I 5J�ET MIN.SEPMATION I 2'x4'CONE.SILL U(I 1/2°Mt,.PENETRATION 12 fOi®ADEl1AND I E)OSfR1G TO GLASS PLATE 1EO'0. 0 MREAOEO AREA O ON SHEET 2H OR (SEE SCHEDULE (SEEMIDWffnHSC OF WOOD PUTE 6LN16Qk© Ga''•S—A ON SHEET 12) (SEE SCHEDULE ON SHEET 16) OM HV WALL HEADER INSTALLATION OHV WALL HEADER INSTALLATION OO HV WALL SILL INSTALLATION EXISTING MW.SEPARATION 0 MOI TOS� SMON _ GV55- --_IdIN.SEPARATION 1 TO GU55 1 2•xC Cot1G� . GVSS 1 [ `(SEE GLASS (6EE SCHEOVLE I, E%ISTINC '` FT(ISDNG ON SHEET 12) s q ON SHEET 12) (SEE SCMEOULE CVSS-�" GUSSJ RWEOOO'U PUTE ON SHELT IZ) ; 1/4'0-20x7/4'S.6. O 0 1/4'0-20x7/4°S.S. MACK-2 SCREWS VI/ I MACHINE SCREVS •., LJ �:-.�.,,':ry. 1/4'-20 NUTS O I I USING 1/4'-20 NUTS• Flt115H I 1 1 - 12'O.C. —1 ; O 12.O.C. V. OR 1 R L_J ��: 1 OR 18 QOR 1 OR 2•x4•COM . EO 1 OR� W000 PLATE 1 I C .E 1 1/4'0 TAPCON OR REO'D. ,t. I•I'Un' - Vii' TAPCON WITHNAOR OVMCED +A• TAPCON WITH ADVANCED 1/4'0 TMCONT.OR _ THREADFORM TECHNOLOGY TTHRCEADiORM 7ER NOLOGY 2'x4'CONT. ��;. THRFADFORM TECHNOLOGY W/I/2'Mtn.PENETRAaON OF W/1/2'Mln.PENETRATION Oi 1-SEE SHEET 4 FOR TYPICAL . SILL PLATE "' OF Il 1T101F/ADm MFA B RATION iHHEAOED MFA INTO PLYWOOD. SHUTTER ASSEMBLY. REO'D. `'' ALL (SEE SCHEDULE ON SHEET 18) IXISIING MIN.2'x4'SPU05 THREADED MFA IMO PLYYOOD. 2-MOUNTING SECTIONS CAN BE MNIWIOIH OF WOOD PC, UTE. M 1/2'MIN.COX PLYWOOD REO'D. O 16°O.C.MAX.REO'D. (SEE SCHEDULE ON SHEET I6) SUIT III 4TANY WAY AN.TO '-V FINISH (SEE SCHEDULE ON SHEET 16) PLYWOOD TO BE ATTACHED TO 1/2'MIN.CO% WNL FlNISH STING MIN.2'x4'STUDS O 16.O.C.MAX.REO'D. SPUDS IN ACCORDANCE WITH PLYWOOD REQ'D. ®HV WALL SILL INSTALLATION PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE SECTION 2322 OF THE F.D.C. ♦SEE LM AHON6 OF USE OI 1YRH SECTION 2722 OF THE FB.C. BtAOE gON SHEET 26 ©HV WALL SILL INSTALLATION ®HV WALL SILL INSTALLATION FLORIDA BUILDING CODE(High Velocity Hurricane Zone IIIrII,IA.TILL%T`"' CLASSIC GUTTERS& 0 2012 EASTERN METAL SUPPLY,INC. c`IIIQP.OENsf''✓9 SHUTTERS BERTHA HV Tm App—,d atmmplyNg,,idIUrt Accordion Shutter System PImTIaA m'C'. R C C INe. MANUFACTURES INC.,, Halo oViM m J21 7 BLADE 1 W/OR W/0 N.V.WINDOW BADE h H.V.BLADE mif0 (ASSA X609) REV.N, DUCRIPRON GATE GMNN BY: RE.A0. M�� Ad N.d.aC.06 1 a 'aC` TIWT TESTING$ENGINEERING COMPANY �(•. •.•'W` I DATE: 02/22/12 XYY, eas PNoneae(JDS)RT1-IezOYRCIRu.�ms,TFtaR6Ala714 4890 S.W.75m AVENUE 2 DRAWING No =_90'••............FLOR,: III ,-,n,n:tutewo4ol.4om MIAMI, FL 33155 a �j-05,L �OIIp WNTER A�T'LUT&.P.E. PH:(305)298-2848, FAX:(30 5)266-1333 06719 4 MIAMI-RADE COUNTY P.E 9E4. fyy{y;11 1 dTE FLORIDA U,.9 ulfiT e-mail:dmssicgUU6rclezOh6tmcil.com 6 8M F 28 MAX SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE(1) ONLY SHALL BE LIMITED TO 105,0 psf, A.S.D. DEE VEET 28 FOR 1YALL FINISH SPAN & DESIGN LOAD FOR INSTALLATION WITH BLA_EdDE?Rl WORKING IN UNISON 1/4'0 TAPCON CR TAPCON(NTH ADVANCED - E__ E� —2'MIN. EDGE IF APPLICABLE) THREADFORM TECHNOLOGY 4°x8'M')EXISTING _ _ W/I 1/T°Mln.PENETRATION WOOD BEAN REQUIRED. OF TEIREAOED AREA TO STRUCTURAL ADEQUACY EXISTING WOOD HEADER. I/4'0-20x3/4°S.S. OF EXISTING WOOD BEAM _ _ METING WOOD (SEE SCHEDULE ON SHEET IT) PHILLIPS TRUSS HEAD TO BE CERfffIED BY TRUSSES OR C --1'M:n.-- NE SCREWS REGIME EGI iCTDPMOTRRIOR ORT�, , 1/2" _t/T° OC REQUIRED j9EO 0- W/I/S'-20 NUTS ARGISHUTTER INSTALLATION. � /x®'`��12'O.C. r, 1/40 TAPCON OR + —l'.:l°^1 TAPCON WDH PDVANCEDFCLISTNG SOiFlT 2�, THRFAOFORM TECHNOLOGY 3/4'Max.THK. M50 W I 1 2'W1,PENETRATION E EO 7°x4°xl/8'COM.ALUM.TUBE j II A'v OC THREADED AREA TO 814x3/4' --OPRONAL (S SONG WOOD BEAM S.M.S_. (8083-T8 ALLOY)W/ .w I (SEE SCHEDULE ON SHEET IIF) 0 8 D.C.I' 11 Of 13 OF 1$ (3)5/16.0 LAG SCREVIS TO EACH RAFTER OR TRUSS Or Q or 1© I LOCATE LAG SCREWS AT I IUITOWIDTH OF EXISTING WOOD t ,4EXISTING MIN 2'14' I I I I MEMBER,(2'Min.NOMINAL WIDTH) IXIIST(i HEADER REO'D LUN.SEPARATION � / L I OPEN HOLE AT FACT W T Min.PM VALID F OF (SEE SCHEDULE 0 SSNEEf 12) IXG1A55--j STUD TO ACCEPT LI INTENDED AREA VPUD FOR 5/16'0 UG SCREW D( NSTALUTCNS WITH]2 y 1 I _ AT CENTER OF TUBE. 11161L811 NAX,AS.O.DESIGN LOADeAND I o 9'-0'MAX.SPAN.THIS "'1 R1i0UE m I is awn¢('� INSTALLATION ONLY WOOD Y!/MINSPECIFIC QS HV WALL HEADER INSTALLATION I a0 EXsnncD GRAM of 0.50 As ooucAs I a/ai;Qk CVSS—{1�NEi E8"" 1 OR®� SIR OR 50URION PINE No.2,AL NOTES: 1 OR®� sMPEspk® OR EQU 1-SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY, 2-MOUNRN0 SECTIONS CAN BE COMBINED IN ANY WAY TO SUR ANY INSTALLATION. (I)HV CEILING INSTALLATION U HV CEILING INSTALLATION I.. — A,' R¢I 1 OR®� MIH.TO 1�21 � I I MIN.SEPARATION I -- I (SEE SCHj TO(LASS EXISTIN2a TOn ON SHEEI EXISTING SCHEDULE ON SHEET 12) 1 GLISQi k QI \ 1 GIA,+-..J 1 . C NATE I © I I \ R EXISTING WALLON GLASS I I 2'4'HEX 1](RECLINED FNIISN 1 9 I I R' ©. 3N 3/aM1+ 113.3 WASHER HEAD TEK (NO FNISH N-LOWED) 2"x6'AIIN.WOOSCREYS C 12:1% 2°o.c 13 Ofl® DECK REQUIRED(NO —EDGE OF DECK FINISH ALLOWED) _ m PPPDCABLE \L EO EO -1/4'0-20x3&4'S.S. EDGE OF DECK 2 -�• - 1/4'O F.H.TAPCON OR L` 1/4'0 TAPCON OR 1' PHILLIPS TRUSS HEAD IF PPPLICABLE F.H.TAPCON VIITH ADYANLED TAPCON WITH ADVANCEO Min. MACHINE SCREWS GE THREADFORM TECHNOLOGY THREADFORM TECHNOLOGY W/1/4'-20 NUTS '2`MI_ � 2 MIN. DECK D W/1 1/2'Alin.PENETRATION (` W/1 1 2 Min.PDIETRANON o 12°O.C. APPLICABLE T'NLN. OF THREADED AREA 0 21{°CONI. �!• / AROMOM OF WOOD PUTS SILL PLATE - OF THREADED AREA D 1/4'0 TAPCON OR TAPCON WITH PDVMCED THREAOFORN TECH OIDGY SEE SCHEDULE ON SHEET 16) MIDWDTH OF WOOD PLATE W/1/2'MIA,PENETRATION OF THREADED AREA INTO WOOD DECK. REO'D. (SEE SCHEDULE ON SHEET IT) (SEE SCHEDULE ON SHEEP 18) ♦SEE MMy T�AToi0N5 Oi USE OF mAOEI'N NSNFET2e OX HV WALK—OVER INSTALLATION u OV HV WALL SILL INSTALLATIONWO HV FLOOR INSTALLATION FLORIDA BUILDING CODE High Velocity Hurricane Zone) I'''11 P• r'`' CLASSIC GUTTERS 8A ®2012 EASTERN METAL SUPPLY,INC. .. TILS/% BERTHA HV T =_ AI App1 avwmplyinEWllhUw A�Q`; SHUTTERS:'jGENSF'••,.: Accordion Shutter System rlPTlunB�pppaiR ae IL E C O�Ne. MANUFACTURES,INC. H.V.BLADE r1 1Y/OR W/0 N.V.WINDOW BLADE k TLV,BLADE J (ASSA 0609) REY.Na OES<RVTION DATE DRAWN BY: R.L/A0. Da10 MI Ade ProdunC4n I Er; TILLIT TESTING dL ENGINEERING COMPANY 1 IAAIE. 02/22/12 *'•, �F'1%2W. s N.W. 4.sI M..3w,NRCINA c rmEArs.HARIOA n.4 4890 S.W.751I AVENUE 2 B]8 Ph—:(30S)II1i-1630.Fax:(305)811-16]1 DRAWING No Dy 9 FL ft\ pA -m Ih un..,o.a.o.m MIAMI, FL 33155 3 12 052 OFFS•.",•,'"p�:.GG��ILII WALTER A.'RUT i..P.E. PH:(305)298-2848, FAX:(305)266-1333 4 VM-DARE COUNTY PHSffi HIC�DATE FLORIDA u..C sat 61 a-mail:clessicquUerelez®h0(meil. 6 SHEET IT 19 OF 28 1 2 xr uW. WOW etuDA-_ L 1/4'1 TAPCON OR TAPg1N �+' Y CW YOI. (A6 APPLICABLE) \ / iH AOVANCFD iHREADF9PY Yxl'YW.PV :N WOOD]NDS. \ / TECHNOLOGY IM BIIH➢fit SRNS REOD. 2•M'YIN.WOOD \ / \ / AllGIORS o B'O.G a�` yN05 RM'.. / X (AS PUCA AP &E) WALL \ / p/1 1 2'.WN.114iGOf0 u \ / N36N '.' FNEI�TKW a'f0 Sn.95 OR \ / VALL W/wl.,/3'1,WFADm •r^ I :` NO]N TA—/2' 1/2-YY.CD% i Aln SEPNNDa% NN SIEPNUT¢i x x //22 - Vl TO SrE( SQEdAE Ql y T PLYWOOD. "^;� 'A ••✓ 10 01159(SEE mLLAA[QI(9fEr PLIWOOD.CO% '�ate-' '9;•'2� Sa1Fe4E @I SIEEr 12 fm BAI{ma9 W SxFET x9 K(t (608]-i6)COM. {9161 1/2'WN.IDX ,�R]P BOE®M9 12 iUi y1A�M9 1/2 13 POR 9.•LE m/iD awEsmaQq awN.uosER PLYWDOD. a/c�smeQ9 w4u. md,g0)a® 12'YIN. PLAY-(LOCATE 1/x ,ply, L AI e1HiA SiOE Yp us Y� OF©) W w�9n�s•Ab,• - 10x,/2 - E - Q _ Q n�i�1mm"i wx�eT.pl 1 OR Q/3♦ sE6 DETAa z I OR®♦ �9 �) OETNL%POROR® To TMLK9 SEE pETal x NRSIDE 00.,CDO1l •�^Q,O•Q.�,®. SIDE CTO TRACK9 (x� TO TRACKS ,(.®.®.®•©.©^ O®-®®•®® END CONNECTION DETAIL 0 END CONNECTION DETAIL© END CONNECTION DETAIL® END CONNECTION DETAIL 09 fxCi"OIA9S ,nT'.iAPCGV OR TAPCON I/1'♦TMTAN OR iMCON /-E� SNO i REWWEO ONLY MR SPAYS WtFA1FR THW 13'-0' V N ADVANCFD IIWFMPOPAI 1 AWANCED 1HREAOFORY 1 / �IL — TECHNOLOGY aW BMDE% TfCNNOlOOY RW BUEOEIf T� 214'10N.W'O0o MILHOR9 W/1 1/3'IeN. ANCN00.9 W/1 1/1-YW. NJL S�DRVIOX 571109 REOb. TMR�°'O PE2'T:TRl31°N l:eiFADEp PE1S'RA➢°N AIOx1/2.-.S. Mn Numl ♦SEE LIMRA710NS OF USE OF ro Euus l Ixro sews o Ix•o.G INro sTws o Ix'o.G ole 9c. ro aks Oa GLADE g ON SHEET 28 12 FW Ox(RET -4 _ 1/z'uPi. —12- 12—E'( 4 4 1x TO,BIMEmAVD 'a,y��Ew 1/3•NW iy —� D -—- -_--- j; 6 OROOR�OR lz QI R® 4 IOOR ♦5 *X1. 4- . - 6 OR®O9�OR ®•O©^O•®•Q�• LwuL nwsH 2•.4•LAN.v/ooD ul.' •m•e0'O.O•®•®' ®°R®Gv 1®aR 1® VIEW Y REa'D. PPe9H •®•®•Q ©•®^ PLAN pe.®_®.y�.®.® DETAIL X END CONNECTION DETAIL© END CONNECTION DETAIL 12 FLORIDA BUILDING CODE(High Velocity Hurricane Zone CLASSIC GUTTERS& 02012 EASTEFN UETAL SUPPLY,INC. BERTHA HV TM App-d.COmpIY1DDLvllh aM �,'�;.........:••. SHUTTERS Fl.'f.ODI h ,, ,�P:•.�°FNSF • Accordion Shutter System DDk O o 7-0/1, t`�]: lLTE C O Inc. MANUFACTURES,INC. ,.,WE#I W/OR W/O N.Y.WINDOW BLADE&H.Y.BLADE NOAN O_J NOA" -aG DI T1LLR TESTING&ENGINEERING COMPANY (ASSA #609) REY.x. DEuuPTan an DPAVM M: RE/AO. *'.. „/•v:CI[` S I OA,C 02/32/13 py Uf x.W.aeu sl.,slo.]Ds.vwa Y oAaoExs naamA]]1e 4890 S.W.75TM AVENUE 2 \� 9 Paono:(]Ds)Bn-1s]D.Fo.:(]D])ar1-tall DRAWING No ? p`'•.,FCORIOQ::'��vx m�[eNouaeTp'B1.com MIAMI. FL 33155 12-052 FF'�qp ,Iv YlALTOR A TILUT Jr.P.L PH:(305)298-2848, FAX:(305)266-1333 4 MDUtI-DADE COUNTY P.F,S�A"!' R :SAvIE FLORIDA Lk.,44167 e-mail:clossicgutteralex®hotmail.com a 20 OF 28 4 * NOTES ON HD LOCKS AND CENTERMATES: ®«2 u, ,E 3d•E�,,,KK, 1. MANDATORY CONDITION # 1: ONE 3 H.D. LOCK SHALL BE USED FOR ave-x°e xve-xDa �`" •® ANY SPAN AND INSTALLATION AT HEAVY DUTY SYMMETRICAL CENTERMATES, xD.-1rvp 1 OR(P- AND AT ANY ELEVATION. 4 H.D. LOCK MAY BE USED AS �— A INSIDE OR—OUTSIDE LOCK, ATTACHED �Q HEAVY DUTY SYMMETRICAL CENTERMATES WITH (3) #8 x 3/8" LONG FLA HEAD S.S. M.S. LOCKING t' H RODS©ARE NOT MANDATORY, i.e. THEY ARE COMPLETELY OPTIONAL. �FRF5 G 2. MANDATORY CONDITION 4 21 LOCATION OF In H.D. LOCK SHALL BE AS 5 D INDICATED ON SHUTTER ELEVATION, i.e., FORS UTTER SPANS UP TO 105". U ° 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 II a THAN 105",®H.D. LOCK SHALL BE INSTALLED AT MID HEIGHT OF /� a utrnw 34 Eou N SHUTTER. 2 Ctt 0 II C�rn I - o xvD-xcE \ 3 E 3 SEE END CONNECTION EE c cc DETAILS ON SHEET 24 TYP.FULLmEo imin HEIGHT. 4nqOR®-(6) 7-,, TYPICAL n HV BLADE SHUTTER ELEVATION N.T.S. FLORIDA BUILDING CODE(High Velocity Hurricane Zone ............7r""'�J�9=_ CLASSIC GUTTERS 8. 02012 EAS ERN NE AI SUPPLY,INC. 4P; o "•.,• BERTHA HV T*+ APPmvW Dlr+ea +h�D 4167 SHUTTERS P1oiidaRu' C°e IL E C O Lg1�. MANUFACTURES INC. Accordion Shutter System Daro 07_0° zo.I �`• IN.tiAi cPzalan4O1 H.V.BLADE It W/OR W/O H.V.WINDOW PIADE§H.V.BLADE .o�rp7 ASSA REV.Na DESCWPfION DpiE DMWN eY: R{,AO. 011-'L� =o •.�....:�••� TILUT TESTING&ENGINEERING COMPANY ( M609) .. FIL P:' axv x,a.Feu.s��su.zw.vwauu cw0—rtDxmA»ie 1 DAtE: oz/az/t2 Pion•:(309)971-1530.Fax:(305)871-15]1 4890 S.W.75TM AVENUE z 1 Wu7ER A00o.YT18 cRE PH:(305)298-MIA2848, FAX:(3 5)266-1333 a I, FIL 33155 DRAWING 2 12-052 MWdI—DADE COUNTY P.E.S fgAfURE/DATE fLo9t0A Uc.g aa1e7 a—mail:claseicgultaralez®hatmoil.com a 21HEE 28 cu 40) AC ZINE SCREWS USING _CONCRETE ANCHORS 1f4'-20 NUTS 0 8'D.C. CONCRETE (SEE SCHEDULE OF!SHEET 20 REOUIREO EDGE IF ED' - u 4 "�(sEt di al N 2 o. APPLICABLE 't0 LWs —2 SIUET x4) I g ED . EGLASS i {/ •w • \ 3� GLASS W OF OPTIONAL E%ISRNC S[AIC ff EDGE OF IAPPLICABLE SLAB IF PLASS APPLICASLE MR. SCAMATION NW.�BTFAMTFJN 2 10 4TA56 SGQWIE CN •'� �(4EE SCHEDDI.E ON , POURED E.D.• _ �(4EE 4NEET 24} a4) W I 2 POU CON EASWN5� 1 I' ReQN FLAT HEAD CONCRETE ANCHORS ON GLASEIAT HFAD GONCPETE ANCHORS (SEE SCHEDULE ON SHEET 25) (SEE SCHEDULE ON SHEET 25) ® RM HD WALL HEADER INSTALLATION @ HD CEILING INSTALLATION © HD TRENCH INSTALLATION @ HD WALK—OVER INSTALLATION uM,eL 1 MN.SEP-- i O E%St#IG 1mLroEPAFAtbN i I TD L OY 10 01'55 I I z ;-4EE GU55 (I--t5E[sG DIM1E ON R7 ( 4SG+f31LlL NIy r• 5EE SCNEEOIAE Ox I I - sRET�) tBB�ytl(L{i EXISTING.j E%IS7ING ,n; vG GLASS I 10 a1..TE I +I 7 OPTIpHAL I� �t I 814x3 d"HE% ' LOCATION t 614x3/4'HEX WASHER OPTIONALI J, I YlASHLR HFAb--y I p I I/EAO TEN SCREWS 0 TEK SCREWS (S O.C. 0 e'O.C. !R CONCRETE ANCHORS rY (SEE ECHEOUIE ON 616x3/a' NIX HEAD ll y ©} 7 SHEET 26) _ TEK SCREWS 0 3'O.C. 3 'H [e E 1B OR 1/410-20 S.S.N.S. CONCRETE ANCHORS SL`SiE1 WI NUT O 3'O.C. (SEE SCHEDULE ON APPUK:ARLEEC SHEET'16) APPMCADI.E / 1/4'0-20x3/4'SS. __ PHILLIPS TRUSS HEAD ---- POURED - -MACHINE SCREWS CONCRETE CDNCRETE ANCHOR EDCE OF E.D.• USING 1/0."-2G REODUtEO POURED CONCRETE (SEE SCHEDULE ON NUT5 6 6'O.C. IF WNL REWD. SHEET 26) E • AFPUCARLE EE HD WALL SILL INSTALLATION - � HD FLOOR INSTALLATION Q UAED CONCRETE REQUIRED HD RAI NGUARD INSTALLATION 7-SEIU.11'."'T cB21 FOR 7YPICR.SHUTTER ASSEMBLY. E.0. EDCE DISTANCESECTIONSCANL H MSIR A '(SEES IIF.FlEAnONS GNSKEETzB) INSTALLATION DETAILS W, O HV BLADE Y WAY TO SUIT ANY INSTALLATION SCALE: FLORIDA BUILDING CODE Hi n Velocity Hurricane Zone o ®2012 EASTERN METAL SUPPLY,INC. ��¢P.TILClrJ,ry CLASSIC GUTTERS 415 BERTHA HV TM ,1ti ` SHUTTERS nrvrD 4D PIYIIIgw)IR01e P .�'crNSF"'• =, Accordion Shutter System D;oaaNao3NTM °7�, Et. E 70i, MANUFACTURES,INC. 6 H.V,BfADE j1 W OR W/o H.V.W9NION MADE&NR,BV�DE NOAH O� 'SSA 1y609) REV.No DESCRDTIDN DATE DRAWN eG F4E.&O. Mt qi a Tao uc1Co0 L i 7tLLIT TESTING f<ENGINEERING COMPANY { 1 aATE: Dafa2/12 ¢Y it c 4 ;i w esaa x.w.acln.s..s..sus.�nRcwA r�naNs noDnw sne 4890 S.W.75TM AVENUE a bfs Pnan.:(ao 471-1530.Fa.:(3Gs)sxt-1531 DRAWING No 0(il •'tam 454` _Bos:ml.•amoa.<w++ MIAMI. FL 33}55 s 12-052 O ED-oao 711 4 F �S,,,,r.}TG'�,31111L Ww.TER A.mut,Ir.P.E. PH:(305)298-2848, FAX:(305)266-1333 s SHEET MKII-DME COUNTY P.2 IA@NATE FLORA Um P 44167 D-moil:0lD0siDgD(toraloxGhOtrnaiLcom s 22 OF 28 / OUT 9a IN i ......... ^V VV— I*SEE NOTES ON LOCKING RODS@&HD 3Q LOCKS ON SHEET 21 I lL/ HV BLADE Oen OanO{I]�oR SEE END WALL CONNECTION DETAILS ON SHEET 24 ———— EXISTING GLASS --- ----- ------- r-------------------------- 5 212•.1/810'-2• 2 (6063-76 ALL O•n AWM. * 35 ulct[W/(z7 1/Ca (OPOONAL) 4 (OPTIONAL) TAPCON ANCHORS TO f1{.3/{•S.M.S.0 12' MIN.SEPARATION (4) H.V. CONCRETE(fop/BORON OC TO GV56 I,� &(4)Y11e1/2•S.M.S. I (SEE SCHEDULE PINS (TYP.) Ily (4) H 33 T6 TUBE'T FACx ON SHEET 25) ANGLE.(ttP) _ ase° a 1/2° PINS (TYP.) 4 5 5 90• 1/ 1° 1/2• 2° 20 31 OR w 33 31 OR 32 31 OR 32 31 OR 32 HVA—HDA 4 3 * 35* HVB—HDB (orTloNaJ HVC—HDC 5 nclmNc cross (oPnoUT SYMMETRICAL HD CENTERMATES 9 °R eO°"©=OO ° r SYMMETRICAL HD CENTERMATES / --- WA iC�Ie" LOCK (INTERIOR) W/ (2! LOCK (EXTERIOR) (SEE SCNED�NNTSHGLASS I 5 ®OR©{O°R _______ --- --------- _—___ 3 _____ _ ----------- __ _ —___ _- ANCHORS 16°O.C. A 0 /VARIES OUT _ 6 1/2"MAX.SLACK HVE—HDE POURED CONCRETE OR HVD—HDD CONCRETEREQUIRED BLOCK WALL FLORIDA BUILDING CODE(High V.10City Hurricane Zone r02012 EASTERN METAL SUPPLY,INC. ,, .T�«!T✓;p CLASSIC GUTTERS 8 Approved as o°mp1Y1031tW61Se �ZP;`"N�ENSF z SHUTTERS BERTHA HV TAl d0�id'" % IL E C O fNe. MANUFACTURES ccordion Shutter System nw°p /L 0 16 �r f INC.•H.V.BLNE#1 W OR W/O N.V.WINDOW BLADE&N.V.BLADE LAGAN pI �_ (ASSA #609) —M. OESCMPBON UAfE D—BY: R.E/A0. Miomi de Pr°d0e1Cm 1 -0T TICCIT TESTING&ENGINEERING COMPANY —.AA J31e i MiE: 02/22/32 .a�'. 44r\ 6355 TIC 3MA.SL 51..303.`AROMA OAimOis. nY _ FMnr:(3°9)871-1730.Fa.:(SOS)6]I-1531 4890 S.W.75TM AVENUE 2 33155 3 ��FSSlONA��; DRAVANO No , WA TEE-A.TUJT WD571 �PL PH:(JOS)2 8 28146,�FAX (JOS)266-1333 { 12 052 ULAMI-DAOE COUNTY P.IM/7iORTYJAE/OATE RORIDA Dc.If 44167 a-mal:elassicgullerolexChotmoll.com a 23H OF 28 EXISTING CLASS( V EXISTING GLASS CONCRETE ANCHOR /-�E%6TINC C1A55 ) 2'MIN EXISTING GLASS 16 l 2'MIN. `r S EO{V}-y E0 �N.SEPARATION MIN.SEPARATION MIN.SEPARATION I r MI< ARATION f/1fi'x3°MA%. 'I CUSS TO GLASS TO GU55 TO CUSS (SEE SCHEDULEA (SEE SCHEDULE (SEE SCHEDULE (60ALUM6 CLOSER (SEE SCHEDULE ) 1/2• . ON SHEET 25) (LOCATE ID 15 ON SHEET 25) PLATE.(LOCATE I/2' ON SHEET 25) / ON SHEEP 25 �-.{- FJTHr-R 510E AT EITHER S1DE MIN I OF SQ) OF®) I ♦USE 1'OR 2'MAK I /2'MIN. lax]2 s.M.S.� g14x I/2'S.lA. I ----- (AS APPUCABLE)x2.I/8•x0'-2° I ----- /' ----- O 16 O.C. 4 ` ALUMINUM CLIP ALLOY)ANGLE EICHr O 16'O.C. -- 4 (I)g1ax1/2L S.Ms.ro�x (2)1/4.0 TAPCONS ANCHORS TO S SEE DETAIL X FO ® WALL SIDE OF©)GATE AT SIDE CONNECTION SEE DETAIL X FOR ® TO TRACKS SIDE CONNECTION SEE DETAIL X FO 4 OoR®OR 6 +GOR TO TRACKS 5+ 7 OR $Oft rj OR 5+GOR®OR®+GOR SIOE CONNECTION ©+GOR®OR®+®OR ®+0 10+® @ 0+0 END CONNECTION DETAIL® END CONNECTION DETAIL Q END CONNECTION DETAIL(j) END CONNECTION DETAIL Q •REQUIRED ONLY FOR SPANS GREATER THAN 12'-0' POURED CONCRETE OR POURED CONCRETE OR CONCRETE BLOCK V/ALL CONCRETE BLOCK WALL Q REQUIRED REQUIRED EXISTING --T ——— �EXISTINC GfA55 �� G1A55 _ :: __ alby D.C.S.h1.5 MIN.SEPARATION ------ ®/16'O.C. -----__ TO GLASS D -------- ____ ©CR®OROS MUI.SEPARATION CON E, 1/2' N. (SEE SCHEDULE TO GLASS ANCHOR B ON SHEET 25) 'j ------- ---- (SEE SCHEDULE 12'O.C. ------ CONCRETE ON SHEET 25) Q 5 ANCHOR OC• _____ 1/2"MIN. 2 --_ 1/2--IN. 5 OR®DRQ 2'MIN. 2'MIN. EQ --_ _PLAN VIEW Y 5 DETAIL X ® END INSTALLATION ODR®aR s +&R �©+QDR (2� HV BLADE INTO CONCRETE OR ® CONCRETE BLOCK WALL. END CONNECTION DETAIL 50 END CONNECTION DETAIL© FLORIDA BUILDING CODE(High Velocity Hurricane Zone P N.Trt[ir;9:__ CLASSIC GUTTERS & ©2DIBERTHASUPPLY. HVINC. C. P:��ENSF'•., SHUTTERS y7�nDlaDta� Accordion Shutter System oeaeBu .a c aE L E C 0,,.. MANUFACTURES INC. ,,pAm a o Zo% 1-�.' _ f BLADE 11 YJ/OR W/O H.Y.WINDOW BLADE k H.Y.BLADE NOAO �•k--� ASSA 609 PEV.He OESCRIVDON DAT[ DRAWN BY: R.E.A.C. MIam1 9e PrWucl Comm) *' x TIL IT TESTING&ENGINEERING COMPANY ( a ) si,so.3Ds,vwcow cumErrs.aoROA rile t DATL oz/zz/1z Dy�6r_d`L� 0 Ph—:(305)871-tsw.caw:(3os)871-trot 4890 S.W.75TM AVENUE a DRAWING No F.•. GRI,;:'�\•,1` -moll:Int.cuoncLCOm MIAMI, FL 33155 s Q..R.I•A1,TG�11111 w7yTE�000urldr.P.E. PH:(305)298-2848, FAX:(305)266-1133 a 12-052 h9AMI-DARE COUNTY P.E'SPALI�Nf))SYAQfOATE GA M.a aue7 a-mal:dassiegutlemlex®hotmall.com SHEET FLaR 24 OF 28 P d )(C NOTES, 4 SEP TO GLASS R 0 IR M Mc MAXIMUM SHUTTER SPAN (1)L+:MAXIMUM ALLOWABLE SPAN FOR A GNEN MINIMUM SEPARATION TO GLASS FOR SHUTTERS L+"OR L-" (ft.)Jac POSITIVE&S.D.DESIGN LOAD. INSTALLED AT ALL ELEVATIONS OF BUILDING IS 3". INSTALLATIONS W/SYMMETRICAL L-:MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE 31 OR Q, AS.D DESIGN LOAD. 5Y/ONE HO 4 LOCK &NO (2)PROCEDURE TO DETERMINE fM(MUM SPAN FOR LOCKING OS 35 ♦ WALL MOUNONGS OR FLODR/CEIUNG GIVEN A POSITNE AS.D.OESIGN LOAD,DETERMINE MAXIMUM POURED CONCRETE INSTMLATIONS MAXIMUM SPAN'L+'FROM SCHEDULE. &S.D. GIVEN A NEGATNE A.S.O.DESIGN LOAD,DETERMINE DESIGN MAXIMUM SPAN'L-"FROM SCHEDULE. LOAD ALL MOUNTING CONDITIONS (P j) FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE (+OR-) L L(D) L-(D) MINIMl1M DETERMINED SPAN BETWEEN"L+'AND'L-". 0 OR LESS IV-5, 18'_0' 35 14'-10" 18'-0" (3)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL W/FLOOR/CEIUNG INSTALLATION LEGEND 40 _14'-4" 17'-10° MOUNTINGS; p—RATE POURED CONI C 45 13-11" 17•-6' 50 13'-8' 17'-0" FOR A GNEN POSITIVE AS.D.DESIGN LOAD: MOUIRDIG9 (SHEET 22) 55 13'-3' IB'-10" LDETERMINE I+.MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. WALL AA&EE 60 12'-I1" I6-2 U7 MAY.SPAN FOR FLOOR/CEILING MOUNTING MOUNTING 65 12'-8' 15_8" INSTALLATIONS. FLOOR/CEILING BB,CC,DD, 70 12'-8' 14-11" FOR A GIVEN NEGATIVE A.S.D.DESIGN COPD: MOUNTING FF&GG 75 12'-3" 14'-5" DETERMINE: 80 I2'-0" 14-0' LT_=MAX.SPM!FOR WALL MOUNTING OUNTILADONS. 85 11-10 IS-7 Lz MAX•SPAN FOR BOOR/CEIUNG MOUNTING _ INSTALLATIONS. 90 11'-8° 1Y-2° 0 11'-3" 12'-10' MIM MAXIMUM ALLOWABLE SPAN Ll EQUAL 'L THE -* 100 10'-8' _12'-8° MINIMUM BETWEEN 11+',°L2+°,'L1=AND'Lx-' 105 10'-0' 12'-2" (4)GO TO ANCHOR SCHEDULE WITH FINAL W MUM 110 9'-6' 11'-11' ALLOWABLE SPAN AND MAXIMUM ASO.DESIGN LOAD TO 115 DETERMINE MOMUM ANCHOR SPACING. 120 125 - I1'-2' 130 10'-11" 135 140 145 10'-4° 150_ - --10'-2" 155 IO'_O' 160 J W-10' 165 1708'-7° 175 - -5" (� HV BLADE ONLY 180 - 8' I 185 9'-2' 95 8'-9" FLORIDA BUILDING CODE(High Velocity Hurricane Zone IFA T1 ' CLASSIC GUTTERS& � 02012 EASTERN METAL SUPPLY,INC. L�ir== �• . '�ErosF SHUTTERS M APPd.Dai C0"'°1y1ngr10iM` ° } IL E C O Iwa Accordion Shutter System nl�oaaDal c ao MANUFACTURES, INC.H.V.BLADE S1'N/OR W/0 H.V.WIRDOW BLADE&H.V.RIADE S NOAd (ASSA #609) REV.No DESCRIPTIDN OM[ DPPWN 6Y: R. AC. MINni Aea PFoducl COD 1 TIT S CwcTICCIT TESTING&ENGINEERING COMPANY 1 DATE: oz/2z/Iz /'?rz+A AA D..UK DL,...1.—1.cARa�s,waoA DDI 4890 S.W.75'"AVENUE z BY D3D P!,-:(305)871-1530.Fa.:(309)871-1531 OFtA1WNG No i p••.,,LO �..�t-`��p� .-maa mmcwam.vo:„ MIAMI, FL 33155 3 =FESS D `y�,I111 WALTEIII a IIU.0 J1.P.E. PH:(305)298-2848, FAX:(305)266-1333 4 2-052 MIALII-DADS COUNTY �E-0-29pmlE/DATE FLORIDA U..9 44107 e-mail:elassiagulteralex®holm.A.— a 25 O T 28 d a *SPECIFICATIONS ON ANCHOR REQUIREMENTS: POURED CONCRETE SUBSTRATE ANCHORS c_PAGING LEGEND MAXIMUM ANCHOR" SPACING (J[1,) SCHEDULE FOR A GIVEN (A)ANCHORS TO WALL SHALL BE AS FOLLOWS: 1/1 TAPCON I MAX. SHUTTER SPAN. MAXIMUM A.S.D. DESIGN LOAD AND A 5 le'O TAPCON%L CORRESPONDING MOUNTING TYPE A1)TO EXISTING POURED CONCRETE:(Min.Fc-3192 pe1) FOR CONCRETE INSTALLATIONS -1/4"0 TAPCON ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER. MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON IS 1 3/4 A2)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 GG (SHEET 22) MINIMUM EMBEDMENT INTO POURED CONCRETE OF 5/16.7APCON XL ANCHORS IS 2 1/4". SPAN A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE (ft) USE MAXIMUM VALUES BETWEEN POSITVE AND NEGATIVE A.S.D.LOADS EXISTING WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID 50 OR LESS >50 TO 90 >90 TO 120 >120 TO 160 >160 TO 195 WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON NOTE AI)ABOVE.FOP,INSTALLATIONS ON VINYL BIDING OR EFS CONSULT THIS ENGINEER. 8._9" 8" 4 1/2" 3 1/2" - - -(B) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. OR LESS 12" 8" 6" 4" 3 3/4" (C) SEE BELOW FOR MINIMUM REQUIRED EDGE DISTANCE FOR ANCHORS. >8'-9" 6" 3 1/2" 3"$ UP TO 12'-1" 10" 6" 4" 4" - >12-1 4" 3 1/2" - - - MINIMUM REQUIRED EDGE DISTANCE FOR ANCHORS UP TO MAXIMUM ANCHOR SPACINGS ARE VALID FOR 7 1/2' 5 1/2" 4" - - 3"EDGE DISTANCE FOR 1/4.0 TAPOON AND 3 5/8' EDGE DISTANCE FOR 5/16'0 TAPCON XL. } NOTE: 4 VAUD ONLY FOR UP TO 10'-0•SPAN (2� HV BLADE ONLY FLORIDA BUILDING CODE(High Velocity Hurricane Zone 11,1l1rAT11�/'� CLASSIC GUTTERS& 01012 EASTERN METAL SUPPLY,INC. A1'IpapnrOoSe•cDdum:ome SHUTTERS BERTHA HV TM enplyin65f0:hAccordion Shutter Sy stemIL ECO�N ,MANUFACTURES INC. .V.BLADE#1 I'1/OR W/O H.Y.Y71ND0't!BLADE k N.Y.BLADE g NOAe 0/ : (ASSA #609) e[v.Na ocscwPnox oArc ow.wN aY: 8L/Ao. Minml ac ProduclCOMa1 ) j ; TILLIT TESTING&ENGINEERING COMPANY 1 oAic: az/z:/1z II �( —sl.,-30a.--1-1 RaeoA alta ny 4890 S.W.75m AVENUE z eJSaPlnne:(305)8]1-1530.Fa.:(305)Bat-15]1 DRAWING No FF ?'flp'••.FLORYQP`•��p55` .-..Tl:e 0006719's.m MIAMI, FL 33155 a 12-052 . F.. ... ,11 WALTBR A.Tour ar.P.0 PH:(305)298-2848, FAX:(305)266-1333 A MIAMI-DARE COUNTY R.f,-9P.@j'FA� (dATE RORIOA u�.f aaleT a-mail:classicguiteralexChotmail.com 5 26 OF 28 1 t e -� .1875" I '--------, I .0625 •0625 •uli2o" '70. Toll ce }'0�" EXTERIOR . I - j 1A 625 SECTION X-X I //� I HV vnnoovr BIAOE SCALE: 1" = 1" I, �\ Y �.6 .1875" mP'KlE J•C OPENING .0625^ 44 POLYCARBONATE IMPACT RESISTANT HV WINDOW ' / BAYER MAKROLON 3103 POLYCARBONATE 0.0625 RESINS, UV—STABILIZED GRADE OR SABIC EO _ 'EO , INNOVATIVE PLASTIC LEXAN 103 RESIN ur Po9noN (SEE NOTE "F" ON SHEET 28). Of BUOE T� 11 Rl.7500" i EXTERIOR 44 I / 1.3750" — W vnNDow POLYCARBONATE SOURCES FOR 44 APPLICABLE RESULT 02.8750 1'1 /�V TYPICAL PROPERTIES STANDARD Bs vma owovgr2 REFERENCE 'A Um�l Iw p /�. ML1W:901QV]I4] I i y�A'y PHYSICAL, \ //I t 5 3/4• jy' SPECIFIC GRAVITY ASTM D792 0.043 Ib/in' 0.043 Ib/0 ON C ERS MECHANICAL I `f CHA IC„_. Il� / 2 7 8'MIN. 7EN9LE YIELD STRENGTH ABRA O638 9,400 p.e.i. 8,500 p.s.i. CLEAR FLEXU STRENGTH AT YIELD ASTM 0790 12,500 p.sl 13,400 p.s.i. SEPARATION I I BCCLEAR ••' ,y FLEXURAL MODULUS ASTM D790 340,000 p.s.i. 345,000 p.B.I. BEN�EN 03.7500 IN= OP�NNGS I I TA '0625" 03.0000 NOTCHED IZ00 ASTM D256 18 Fr-Ib/M 17 Fr-Ib/Ia i— - 0625" Flpf B IRMN" NARear RISn 5: SMOKE DENSITY ASTM 02843 47.2 R 64.5 R MAX I/ �I SECTION Y-Y RATE OF BURNING ASTM DI C-1 CUSS C-1 CLASS SCALE: 1" = 1" .7500" SELF IGNITION ASTM 01929- IOW'f 980•F I )h IYEAiliE81NG: ASTM G155 TENSILE STRENGTH AFTER WEATHERING ASTM 838 9302 p.e.i. 8840 p.s.t. EXTERIOR ELEVATION TENSILE STRESS BEFORE WEATHERING ASTM 638 8451 p..1. 8880 p..J. SCALE: 1" - 1'• I IMO BIILIOE B�ORTME EDGE p TYPICAL HV WINDOW BLADE1t�1/ AND e SCALE: 3/8'=I- POLYCARBONATE HV WINDOW DETAIL FLORIDA BUILDING CODE(High Veloci( Nurr(cane Zone 11j11 N,TIL 02012 EASTERN METAL SUPPLY,INC. .T�9 CLASSIC GUTTERS 8� BERTHA HV Tm ............ SHUTTERS Apprav da+wmPlYi^SWI��C �`� Accordion Shutter System IL E C O iNe. MANUFACTURES INC. Ylopd e¢tp c ° .ST >t A.BUOE�I W/OR 4!/0 H.V.W7HDOW BLADE k H.V.BLADE OB1C ZaO2 ` pry.N" aEBCWPNO.N PATE MM NOAa 1 1 N TESTING . ENGINEERING COMPANY (A55A M609) MiBm dB dunCnahol ?}Y' W 2 DAiE: o2/2z/I2 Blm N.W.]BIM1.61.,61s-153 W.FP e<(=N FLORIDA m14 Al Pbom:(=)571 Imo.Foz:(]as)en-Ism 48MI S.W. L AVENUE DRAWING No vy LO •__``C� d a J:611ece0aoLcan MIAMI, FL 33155 s �=-O�••••••••••••••t�,`1111 °EB-0006719 12-052 SSIONP� III WATER A nLLG J.P.E. PH:(305)298-2848, FAX:(305)266-1333 4 MIAMI-DADE COUNTY P.E SLAF/,$Ffj9TN,VyO TE FUG W.A NIST a-ma0:clOsstcgulteralez®h0Un0il.cOm a 27 OF 28 e n, ER •CYCTFM WORKIN IN UNISON WITH HV WINDOW BIADE SAL A G ®•® �, ( ' S/0>' I.WAX A.S.D.DESIGN PRESSURE RATING:+110,-110 PxL 2.M.SHUTTER SPAN:96•. 3.ALLOWED MWNIINCS:A D.0&H ON SHEETS 6,7:AS WELL AS (}2M��OUNTINGS M,0,T.U 2�&W OON(SHEETS 1B&19. TES OTH W/ ARE AL O O moi' RYOUTY nA SYMMETAIFALBE N=DED ONLY AT G pY&'T IN CASE ACCESS SIDE�F OP OSWG 5 v 4 v _ 'EJ OR IPPA S.(A)M'WINDOW RUDE @SHALL ONLY ALLOW A MA)OLIUM OF 5 OPENINGS M. 01 01 (3'a HOLES)FOR 9 PER BLADE AT SPACINGS SHOWN ON SHEET 27, EA Me (S)HW.CLEARANCE FAUN TOP OR BOTTOM EDGE OF M'WINDOW BLADE OF ANY 3'0 HOLE EOR©SHALL BE 12'. 5 WINDOWS ALL01'IEO AT WE 1H (C)FIRST OR Lg BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV MOOYI BLADE to y, 10 WINDOW OR 1 (0)NV WINDOW BLADE l MUST BE USED ALTERNATE TO A SOLID NY BLADE 1D ! THROUGHOUT SHUTTER'S-WIDTH. qp (E) TES SHAH ALWAYS BE INSTALLED ADJACENT TO A SOLID IN Q `ygp.A BLADEC 1 AT% . EITHER SmE OF THEM. SEE END 9 (F)POLYCMBONATE HV WINDOW p��p44 SHALL BE INSTALLED 60 TABS FACE THE IMEWOR OF THE OPENING 1.PROTECTED.HV W9NDOIY(44 MUST BE CONNECDON �4 ONLY INSTALLED AND LOC10:0 USING A MV SETTING 100E PROND O BY A55A, DETAILS ON �B INC. SHEET 11 TM. •' Oe 11111 HEIGHT. ly R 6.SEE ANCHOR SPACING SCHEDULE FOR INSTPLAIIONS TIRO WOOD FRAME P1n09 BUILOINGS ON SHETES ET 16.AS LIMITED BY SPAM AND DESIGN LOAD(SEE NO YP P 9fff66 I&2 ABOVE). C�®n 7.SEE ANCHOR SPADING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 13&14 AS LIMITED BY LLSPAN AND DESIGN LOAD(SEE NOTES 1&2 ABOVE). un B.0.11M SEPARATION TO GIASS SCHEOUI.Et Por&Bott011UINESwTS) SHUTER SPAN MWILIUM D =11.1.GLASS : MIn.G-00 WLV.STEEL o L'�':!�..tj.;•, 436 AIV 1 V IYIL I/•AL 131 V V YYFIILLJ --------- METAL STUDS AT 16'O.C. -- - O 6.O.C. 4O 41 a o w 1/2 aTs GENERAL LIMITATIONS AND CONDITIONS OF USE 3a 1/4"o NOMINAL ALUMINUM SLEEVE FOR BERTHA n HV BLADE ACCORDION SHUTTER 1� '43a � 12 � SYSTEM INSTALLATION TO METAL STUD WALLS 8083-TS ALLOY FEpPFfD MINIMA M,n. t 3/4'.6 1/4•.ao35'TICX Alln.l 43c ®s o.c. 1 SEPARATION TO GLASS SCHEDULE 3.000 , COM.GLL5 STEEL TPACK CHANNEL. , 1. MAX.A.S.D. DESIGN PRESSURE RATING: +75, - 75 Max. ASM A-653 ASTEN 40 M,ST a-w I 0 6'O.C. 39 W_vAIZE9 FASTENED ro SMID6 ExIS71 FINISH J a P.B.T. W/(2)(B.t/2'TEK FACE DN i AS APPLICABLE I MAX.SHUTTER MINIMUM 1. Vi1EPo0R k E%rEFIM FACf SEPARATION4xLENGTH+1' MIN.SEPARATION � 2. MAX.SHUTTER SPAN:84" SPAN L(in) TO GLASS EXISTING GLASS TO GLASS (SEE SCHEDULE) 3 N 3.ALLOWED MOUNTING:©5 ON THIS SHEET. 84"OR 3 1/4" 43 ],40-20x3 BOLT OYP) < LESS MUST PENETRATE 43c 1- EZIsnNc FlNISH m 4. ONLY OEMERMATE 21 W/ 24 HV LOCK ARE ALLOWED As APPUCABLE U REamRfn MmnMulA 1 I J 6 WITH 21 ARR GED A S METRICAL LAYOUT. 1 yTy- 1 J/41 6 1/41 0.035'THICK Mal USE OF 2 5 6"LONG, MINIMUM MUST ALWAYS BEi 250, I- oso' wFr.cA.v.srEa TWc.cwra+EE,l 43c 43cr () ( ) a A6TN A-G41 GRADE 10 M.G-80, INCLUDED AT XTERIOR OR INTERIOR ACCESS SIDE OF ` Gni Ar+¢ED rasTEl¢o Ta sTuBE o 6'o.c. ®s'O.C. CENTERMATE. "Fi,T- -L w/<2)rm1/z'rEK SCFEws aN t' L . rERroF A E%IEHIa FACE 1/4"0-20 THREADS Min. _ y 4 i� ** BLADE SLACK DETAIL HVF IS VAUD FOR 43C ,]„/4"4 ELCO CONSTRUCTION --__- 1/2' 12 B CENTERI.IATE 21 APPLICATION WITH BLADE 10 PRODUCTS FAB-LOK HD EQ RUIRED MINIMUM w 436 6'x 1 1/210.0]5'TICK w VARIES: 0 6•D.G. COMPONENTS Mn.asu A-fis]cRAOE 40 =?"Ad MS WALL HEADERISILL INSTALLATION Min.G-fi0 GALV.6TEf1. ,".I EXISTING FINISH AS APPLICABLE SCALE:3/8"=7' MElP1 'as AT Ifi'O.C' (TYP.TOP&BOTTOM) _ f1w 1 3/4'.6 1/4'.0.035'THICK Min. EXS NC G ASS ONT.WLV.STEEL TRACK CHANNEL- ASTM A-653 GRADE 40 M!,.G-60 a 43b43c cross z HCENTERMATES W/. INTERIOR ACCESS SIDE:------------------ —==-=w m awss IN 3 6vL sPAwnav ro ans 4 W/"BE IDCK IgE 9EGI 6" in. w/OM90E LOat(�g2�AE1.) ------------- g -- --------------- - - - - = -- - ------------- - 21 21 21 4 21 1 LOCA AT 4 __ __-_ HV HEADER/SILLLEENDS VIEW Y 4 12. (6'Min,) 24 SIDE CONNECTION TO TRACK (Cant.) T' T' s 1/2'MAX.s1acK ** yyA B_u HY BLADE SLACK DETAIL HVF FLORIDA BUILDING CODE(High Velocity Hurricane Zone AAArrExT//�i�� 02012 EASTERN METAL SUPPLY,INC. A CLASSIC GUTTERS 8T P....... `- SHUTTERS BERTHA HV TM n n. EA 91ri¢Bm��a P �eNSF ..•. _ Accordion Shutter System Pmaa¢Ga9 m JINC. ,,, Y 03m-Q3 m 7�a/L �L E C► Iwc. MANUFACTURES LADE 11 W OR W/0 H.V.VANDOW BLADE k N.Y.BLADE NOMI o� MI aea Praeun Co¢¢I N 1 LIT TESTING&ENGINEERING COMPANY (ASSA y609) R[V.No DEscRrnoN DATE DRAWN ar. RL Aa - 6F,':' v t GATE: 02/3]/11 �E•'• 0.153 kW.Jea 51.,51.]09,WRCPnA W.vDU+6,RORM]JI6 4890 S.W.75TM AVENUE 2 nY Pnonn (Dos)eTl-tsJo.F4.:(ws)en-mJl DRAWING No fiao06OaW.cam MIAMI. FL 33155 ] 1 2-052 =9 FIOH}..:•' P �/ELC (.t�1111 WALTER A.aDULT 4.P.E PH:(305)298-2848, FAX:(305)266-1333 4 MIAMI-RADE COUNTY frfR, 11;AaT(A/UATE RORIOA Uc.®4410) a-mail:clossiegutterclex®hotmal.com 6 28SHEET A OF 28