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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 S 0i w I?E aiittl2tiEd BCIS Home ; Log In j User Registration Ho[Toptcs ; Submi[Surcharge i Stats&Facts ; Publications i FBC Staff ; BCIS Site Map Links ; Search Busin250 Product Approval PI o f ess� I USER;Public User Regulation ® Product Approval Menu>Product or Application Search>Application List>Application Detail a � `% FL# FL389-R8 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561) 209-8263 bfeeley@easternmetal.com Authorized Signature' Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer - Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tillit,Jr. P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W. Knezevich,PE Validation Checklist-Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ.odf Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQw,tDgvYYHH2vJvx... 7/20/2015 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum Interlocking blades retained by tracks Blade 3 -(Non-HVHZ)- Drwg 15- (top and bottom)for storm protection 086 Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R8 II A.S.S.A.INC. DRWG.15-086.Ddf Approved for use outside HVHZ: Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:Large Missile Level"D".Max span is 12'-7"for 35 psf FL389 R8 AE A.S.S.A.INC. P.E.R. DRWG.15-086.1)df positive ASD load and 13'-0"for 35 psf negative ASD load Created by Independent Third Party:Yes the HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and 8'-11"for 62 psf, 9'-6" for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blad Extruded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg 15-085 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R8 II A.S.S.A.INC. DRWG.15-085.Ddf Approved for use outside HVHZ: Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large missile level"D".Max.Span is 16'-0"for 30 FL389 R8 AE A.S.S.A.INC. P.E.R. DRWG. 15-085 HV.Ddf p.s.f negative ASD load depending on centermates and Created by Independent Third Party: Yes locking rod configuration for the HV1 blade,8'-0"for+64, -72 p.s.f.load for HV blade for Keystone mountings 7'-0"for +75, -75 p.s.f.for metals stud mountings and 8'-0"for 110 p.s.f.for HV1 and HV1A working in unison.See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha F17rccordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection 084 Limits of Use Installation Instructions Approved for use In HVHZ: No FL389 R8 II A.S.S.A.INC. DRWG.15-084.Ddf Approved for use outside HVHZ: Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:Large missile.Max. 16'-0"span at 30 p.s.f ASD load FL389 R8 AE A.S.S.A.INC. P.E.R. DRWG.15-084.Ddf for Blade 1 and 18'-0"for Blade 2. See schedules on sheet Created by Independent Third Party:Yes 12, 25 and 28 respectively Back Next Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click hare. Product Approval Accepts: ® -E' E securit +u rn i https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx... 7/20/2015 GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014(5th EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SVST84 MAY BE INSTALLED AT HIGH VELOCITY HURRICANES ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MEMIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHURER WILL TABLE OF CONTENTS BE INSGIlED WITH A DIRECITONAIM FACTOR Kd=0.85.USING ASCE 7-10 FOR INSTALLATIONS UNDER 2074(5th EDITION)FISC AND SHALL NOT EXCEED THE MAXIMUM(ASA.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 12 THRU 17,25.26.28&28A IN ORDER TO VERIFY THE ABOVE CONDITION.ULTIMATE DESIGN WIND LOADS DETERMINED PER/SCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA 1• HV BLADES C11 & BY MULTIPLYING THEY BY 0.6 IN ORDER TO COMPARE THESE W/MTC.(AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 12 THRU 17,25,26.28&28A GENERAL NOTES SHEEP 1 IN ORDER TO VERIFY THAT ANCHORS ON THIS P.ED.,AS TESTED.WERE NOT OVERSTRESSED.A 33 R INCREASE IN ALLOWABLE LOADS FOR WIND LOADS WAS 2141 USED IN THEIR ANALYSIS.BERTHA SYSTEM COMPONENTS 1-20 SHEET 2 - 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 CODE AS PER ATL SYSTDA COMPONENTS 21-37 SHEET 3 REPORTS: TYPICAL SHUTTER ASSEMBLY 38-43 SHEET 4 -HV BLADE D#0214.01-03,+0715.01-03,#1004.01-05,/1214.01-05,/0317.02-06,#0609.01-10 AND+0210.07-11 AS PER TAS 201•TAS 202 AND TAS 203 PROTOCOLS. AREA 9• HV BLADE(T AND FIV WINDOW BLADE � -HV WINDOW BLADE ®#0505.01-08 AS TAS 201.202&2G3 PROTOCOLS AND 0725.01-08 AS PER TAS 202 PROTOCOL WHERE APPLICABLE) " -HV BLADE(D#0422.01-05 AS PER TAS 201•TAS 202 AND TAS 203 PROTOCOLS. TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 2.HV BLADE 1OAND HV BLMEQ2 ARE ENGINMM TO WORK IN UNISON WITH EACH OTHER IN AREAS WHERE THE DESIGN PRESSURES TRANSITION FROM END ZONE 5 TO INTERIOR ZONE 4.EACH INSTALLATION DETAILS A-E. CONCRETE/BLOCK SHEET 6 WIND ZONE MUST BE CLEARLY IDENTIFIED IN ACCORDANCE WITH CHAPTER 30.OF ASCE 7-10 STANDARD.ALL MOUNTING CONDITIONS AND FASTENER TYPES SCHEDULES MUST BE APPLIED TO THE INSTALLATION DETAILS F-L. CONCRETE/BLOCK SHEET 7 CORRESPONDING WIND ZONE THIS SEND.INCLUDE REQUIREMENTS FOR MIN.SEPARATION TO GLASS DELIMITATION OF WIND ZONES 4 AND 5 AS WELL AS VAUDITY OF COMPONENTS FOR HV BLADE 1 CENTERMATE DETAILS HV SHEET 8 &2 ACCORDION SHUTTERS SYSTEMS FOR EITHER WIND ZONE 94ALL BE PREPARED AND CERTIFIED BY A FLORIDA RECJSURED ENGINEER OR ARCHITECT BASED ON BUILDING CONFIGURATION AND CENTERMATE ALTERNATING DETAILS HV SHEET 9 ASCE 7-10 STANDARD,AND SHALL BE SUBMITTED TO THE BUILDING OFFICIAL AT THE TIME PERMIT IS APPLIED FOIL HV MADE(T)AND HV WIN10W BLADE ® ARE ENGINEERED TO WORK IN UNISON WITH FACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 28. CENTERMATE DETAILS HD SHEET 10 END CONNECTION DETAILS 1-6,CONCRELE/BLOCK SHEET 11 3.BERTHA H.V.ACCORDION PINS(HV SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE#14X2.75 AND#14X1.75 RESPECMIMY,410-Hf MINIMUM MAXIMUM SPAN TABLES SHEET 12 SERIES sfANLESS STEEL SCREWS WITH 135.0 W YIELD STRENGTH AND 180 kei TENSILE STRENGTH.PINS SAIL BE COATED WITH,BERTHA HV OACROSHIELD COATING SYSTEM AS MANUFACTURED BY ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 APPROVED COATING APPLICATORS.REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. ANCHOR SC MULE-CONCRETE&BLOCK SHEET 14 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SLEETS 2 AND 3.MINIMUM Y91D STRENGTH FOR 6063--T6 ALLOT IS 31.7 ksi AND 35.7 W. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 15 FOR 6005-T5 ALLOY. ANCHOR SCHEDULE-WOOD SHEET 16 S.ALL SCREWS TO BE STAINLESS STE&304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEL AS PER DIN 50018 WITH 50 Tai MIL.YIELD STRENGTH AND 90 1aI MIN.TENSILE ANCHOR SCHEDULE-WOOD SHEET 17 STRENGTH&SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. INSTALLATION DETAILS M-R,WOOD SHEET 18 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR AISI 304 OR 316 SERIES STAINLESS SLEET WITH 35 kM MINIMUM YIELD STRENGTH. INSTALLATION DETAILS S-X,WOOD SHEET 19 7.SFE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS 1N BLARE 13.14.15,16.17&28A END CONNECTION DETAILS 7-12&X.WOOD SHEET 20 HV BLADE 26. HV BLADE 3 ® WORKING IN UNISON: 13.14&16 AREA 3: HV BLADE(2 ONLY 13_THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT#6779,582_COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT#5'458.179 ISSUED TO TYPICAL SHUTTER ELEVATION& NOTES ON LOCKS SHEET 21 EASTERN METAL SUPPLY,INC. INSTALLATION DETAILS AA-GG.CONCRETE SHEET 22 9.IT SHA BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO CENTERMATE DEMOS HD SHEET 23 L. SEA./CAULK ALL SHUTTER COMPONENT EDGES WHICH RENIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/WON INTRUSION. END CGNNECTON DETAILS 1-6&X,CONCRETE/BLOCK SHEET 24 10.EACH UNIT MUST BEM PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS HOME OWNER.TENMIT.OR OTHERS.MUST PROPERLY CLOSE AL MAXIMUM SPAN TABLES SHEET 25 HV AND HD CENTERMIRES AND ENGAGE OR LOCK ALL HV AND NO LOCKS ANCHOR SCHEDULE, CONCRETE SHEET 26 11.SPLUTTER MANUFACTURERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.83 OF FLORIDA BUILDING CODE ONE LABEL SFWJ_BE PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 171082 OF THE FLORIDA BUILDING CODE ARF& I FIV WINDOW BLADE CW ONLY 12.BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHAD.COMPLY WITH SPECS INDICATED IN 1146 DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION TYPICAL WINDOW BLADE&WINDOW DETAIL SHEET 27 WHERE PERMIT IS APPLIED TO. 13.(o)THIS P.F.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 P.ED. TYPICAL SHUTTER ELEVATION SHEEr 28 (D)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PUROME AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT.BASED ON THIS P.E.D.•PROVIDED HE/SHE DOES NOT DEVIATE AREA 5: I-IV WINDOW BLADE!1)ONLY FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE B THE CONTRACTOR'S RESPONSIBILITY. INSTALLATION OETAOS,METAL SND WALLS C SHftT 28A (c)THIS RED.WILL BE CONSIDERED INVAUD IF ALTERED BY ANY MEANS. (4)SITE BE ESPONSIBLE FOR THE PROPER USE 0PECIFIC PROJECTS SHALL 13E �EYA FLORIDA P.F.P.F.D.DMINEE2REGISTERED OF RECORD.ENGINEER AOR S AHDaEGATED ENGINEER TO THE P.LD.EE THE NGINEER OF SHALL CORDSUBMIT TO THIS LAPROJECT TTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.E.D.SHALL BEM THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE Von High Velocity Hurricane Zone ®2015 EASTERN METAL SUPPLY,INC. THIS DRAWING SHALL ONLY BE USED TO O`�```Q���RA:,1/1( ''i,,, BERTHA HVTm OBTAIN PERMITS IN THE STATE OF FLORIDA : -- 7rEASS A 1 L Accordion Shutter System v.euDE ) w OR W/O H. wrNDDw BLADE&H.V.BLADE American, Shutter Systems ZEV.W DESCRIPTION DATE DRAWN BY. M.L 7+ TINT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-194 04/13/15 DATE 04/13/15 8]55 N.W.38U.S4 Sta 30e,VIRa1NW G69M NS.FLORIDA3316 S7Q7EnF 4268 d Westroads Drive z Mna P :(305)871-1530.Fax:(305)871-1531 DRAWING No :.c`•. (ORIUA tv a-awl:eTeeeooeal.wa West Palm Beach, Fl 33407 3 5-084 %.,Fs••. ��`.� EB-OON719 ,,'s/OAA•�,••••••,lG� xO WALTER A TIULT J,P.E 4 �IL. ``� / FLORIDA Uc#44167 S SHEET P.E.ISMS i DATE .el I 1 .OF 28 VARIES 1.491* lAr 4.371 4.3 1 4.857' 4.8.57 -7 VITZI.W—M-ARTER 1 V COVE)VER us P, 5458179 COVERED UNDER US PATENT # 5458179 QUALIFIED FOR USE W1 :��A 4= 6005-TS ALLOY AND TEMPER QUALIFIED FOR USE W/ W BLADE(D-0 OUNT HV BLADE(1)&(g) (R MY WINDOW BLADE* 6005-175 ALLOY AND TEMPER QUALIFIED USE W1 HV 6063-T6 ALLOY AND TEMPER *SEE LIMITATIONS OF USE OF BLADE @ ON SHEET 28 BLADE1`0�) 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY ANAEMPER 085 Y. 67 T=:f Z670' 2.226' 072 1.0w N 842 o 4Z97' o .815" 4.MS- ti.r,, 0.07 1 1 Z75' 3.226' QUALIFIED FOR USE W1 HV i(�)HV WAL—K-0YER IRACK .920 BLADE(D&(D. QUAURED 170�USE W/ W 6063-T6 ALLOY AND TEMPER (�)HV TRENCH TRACK USE W/HV I I &ATEMPER LID FO 6063- AND QUALIFIED FOR USE W1 HV NY RAINQUARD BLADEbi &(2) BLADE(D&(2)ONLY. 6083-T6 ALLOY AND TEMPER VARIES 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W1 W 1* - 1.936 BLADE I & 2. M VARIES 1.936' 6063-176 ALLOY AND TEMPER .09r bf 2.' .100" .083* I-A2ZE Fr .140* , 670 .093"1 670 q 630 3,57.9- n1l HV CEILING HEADER 14V HEADERASILL (a HD CEILING HEADERAI QUALIFIED FOR USE W�HV BLADE n 0XILIFIED FOR USE INI HV BLADEMONLY, I ONLY SEE SECTIONS FOR VAUDITY. QUALIFIED SEE SECTIONS FOR VAUDITY 6063-T6 ALLOY AND TEMPER— QUALIFIED FOR USE W/ HV BLADE(D BLADE SHO CEILING HEADER/SILL. E&USE W/ tiv QUALJfIED,FOR USE W 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER ONLY. LL04HV TE MER 6063-176 ALLOY AND TEMPER 6063-T6 NO TEMPER I [IMN.X�41%YJ M t I COMPONENT A I B TI T2 SLAD9 IJALIFIEC x Y t 2' 2' 0.125 1 5'wx r r 0,090,Va' Ila- w(D 2- 5-MAX. 0.192- 0.192- W(j) SIDE ANGLE Z5- 7-MAX. 0.19W 10-19w Hv( Q CORNER POSTS QUALIFIED FOR USE W/HV QUALIFIED FOR USE w QUALIFIED FOR USE W/HV (D (g) BLADED& BLADE (SEE SCHEDULE) 6063-T6 ALLOY & AND TEMPER 6063-T6 ALLOY ANAEMPER 6063-T6 ALLOY AND TEN ER FLORIDA BUILDING CODE (Mon High Velocity Hurricane Zone) 0 2015 EASTERN METAL SUPPLY,INC. 5p S BERTHA HVA =ILECOIN'. AmSmS,A. Accordion Shutter System N.Y.MADE III W1 OR W N.V.WWW BM&N.V.BLADE L Amerfean-Shaffer Systems REV.w ommpnm DATE DRAWN BY: M.L TILLIT TESTING & ENGINEERING COMPANY Assoclatton. Inc. I OLD 11-194 04/13/15 007E04/13/15 63W N.W.30M SL.St.3M VRGM GAAWr�14MRQ�3316( hone:(305)571-1530.F":(305)371-1531 4-268 Westroads Drive 2 ....... e-awt Uftecoftol—n West Palm Beach. FL 33407 3 DRAWING No L ES-OW6719 00jill"11110 WALTER A.'nuir dr.P.0 4 15-084 P.E. SEAL/SIGNATURE/DATE FLORIA U-c #44167 5 SHEET 2 OF 28 660.2.293' 929' 1t+=za.1 114-.. oasF 2.299• .745• 0 0 "USING TIREADED RAKEDD PANTID0. ,�•-20 E CAST _ (2 HOUSING MUM �J � o G `� �• , a m aMFD PNNOD "1 •.f • A • •� O M TURN Os .062• n an d o V n m a KH78. o » 875• 0,.��� 1.325• a Q• ` .378 BRASS MINDER _µ MS(ammE (00t?W PLATED) 21 HV CENTERMATE s's. 3 s ^ QUALIFI i &®ONLY m• 3.0 • .675' QUALIFIED FOR USE W HV QUALIFIED FOR USE W/ HV 6063-76 ALLOY AND TEMPER QUAED FOR USE W/ HV BLADE 1 $ 1 ONLY �� / /' HV CORNF, .,ENT-� BLADE 1 do ONLY. BLADE 1 & ONLY, 6063-T6 ALLOY AND TEMPERU�') Q AUFl60 FOR USE W/HV BLADE 1 ONLY 250oD ta' 2-874' 6063-T6 ALLOY AND TEMPERPLASM _ .756' .922' 2• MOLDED TO ,D 4. 045' SCREW 2.079" 1.753' .dm• 0 62 '� ^ .360"AFTER RIVETING D •O O - .25- Y ,� y1 N 1/4"0-20 x 3/4" BEFORE RIVETING^ ^ 1 S.S. THUMBSCREW /_L-20jVNUTs "d —f. 44*56i1£S 94tLUM1M9F(2024 T3 Pll.OY)LARGE FIANCE THIN --i ��• m 822• SH NMEU,PAW IT 0820.AS MANUFAMRED BY AVD0. PLAN FRONT ELEVATION (A IN MALE "T"JLOCK CE + ATE 4.565T. ,,�aa CHERRY TE[TOM PARSPPM.NEW 4ERSLY 07054 OR EQUAL.. LOCKER FOR -T- LOCK CENTERMATE QUALIFIED FOR USE W/ W BLADE 1ONLY q? HV FEMALE "T" LOCK CENTERMATE �y HV"T" LOCK FIV ALTERNATIVE LOCK 6063-76 ALLOY AND TEMPER QUALIFIED FOR USE QUAUFIEO FOR USE w/Hv QUALIFIED FOR USE W/ HV BLADE 1@ONLY QUALIFIED FOR USE W/ HV BLADE(PONLY W Hy BLADE 1 ONLY. BLApEQ1 ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPEttTF W/HV 1.917 1"91 5.761 o 0 0451 1Mnp n THUMB1llRN .214` CYLINDER A63 062• KEY .21$ a a '� � � .545• M ' 0.675'Wn. o cO1+ n o 1 .125'Mo. LOCKING ® HD CENTERMATE W/ LOC KING ROD 16 .6 lRED FOR USE W/ W BLADE 1 ,�iA QUALIFIED FOR USE W/ HV BLADEQ), &(2) m ao O m m 6063-TG ALLOY AND TEMPER # HD.CENTERMATE'S INSERT 4 6063-76 ALLOY AND TEMPER $ ^ Ilei 220 s6 oa 3 a'.ra QUALIFIED FOR USE W/ HV BLADE�1 8&� / 1.1 6063-TG ALLOY AND TEMPER ACETAL {SEF DETAILS) TAILS) REWS. THUMBNRN oCYOM 115• CYCYLINDER 1.57 M7 p LOCKING RODA 1.78'M— QUAIJ 6063-T6 ALLOY AND TEMPER © (g IN f8"0-16 AC a BY REGENT HARDWARE MORDSE LOCKS SERIES 2333 HOOK 13OLT LOCK. 55 INSTALLATION WILL REQUIRE A 7/16' HOLE THUMBSCREWS E U QUALIFIED FOR USE W/ W BLADE Ta, @&( D TILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR U BLADE©&Q QUALIFIED FOR USE"W HV BLADE 1 &Q FLORIDA BUILDING CODE Hor, High Velocity Hurricane Ione A..TI( ®2015 EASTERN METAL SUPPLY,INC. s�. �>lCEiy=rte�9� f BERTHA HV- pp�r�1� �`� f 1L E C O a,>N�. A. ■, .�. Accordion Shutter System .V,BLADE 1 W OR W p H Y.WiHD04V BLADE do N Y.BLADE * :7t i American ShuHar Systams REV.NO DESCRIPTION DATE BY. M.L .4; s TIWT TESTING & ENGINEERING COMPANY STATE OF SSSS N.N.304 SL.Sim 303.MRSM ONfpE1t4.FLORIDA 331M Association, Inc. I OLD 11-194 04/13/15 CTE: 04/13/15 ���pr-, , Phone:(3D5)871-1530.Fox:(3OW71-1531 4268 Westroads Drive 2 �4(< \���+� o--a:6Recoaaoi.cura West Palm Beach, FL 33407 3 DRAWING No �ONAI ���a```�` WALTER®00087LLIT 9r.P.E. 4 15--0$4 FLORIDA U..f 44167 5 SHEET P.L SfVFA�Lf ��4URE/DATE e 3 OF 28 3/8'0 41 SHUTTER ASSEMBLY SCHEDULE FOR 40 �i I AND HV BLADES. HV 1 HV Y Q HV BLADE 1 39 " r 1� HV BLADE 1A NWS / I 2J HV BLADE 2 j�(DO (2I; ® 47 3® HV LONG RECESSED NYLON BUSHING 3 I 315'0 39 HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER EXTERIOR 41 HV WHEEL CARRIAGE AISI 302-303 SERIES 41 47i'0 0.870"x3/16" THICK NYLON WHEEL. 0.188"0 AISI 302 SERIES S.S. RIVETS I 1 Gr (( ®Eor ®3 REQUNOTE FOR IRE NTS) i l Q® Of® I l ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD ®3 HV 2 3/4" ACCORDION PIN W/ #8 HEAD * I` L EXTERIOR Y ff I i ® POLYCARBONATE IMPACT RESISTANT HV WINDOW F i I i Q® or® I I (SEE SHEET 27) No OCUP"BLADE KNUCKLE MR TYPICAL SHUTTER ASSEMBLY M. 9nM1p= HV PIN SCALE: 3/8' = 1' EXTERIOR©OR®AT SCALE: (1) FIV PIN®SHALL ALWAYS BE USED AT ALL EXTERIOR BLADE'S KNUCKLE. BOTTES OM KNUCKLOF HV ACCORDION SYSTEM W/WO OR 00.324' (SEE NOTE * FOR HV®BLADE. 3 REQUIREMENTS) (2) HV PIN @ MAY BE USED IN UEU OF®AND ONLY AT .048-•I�- ® 1 EXTERIOR BOTTOM KNUCKLES OF FIV ACCORDION SYSTEM W/HVO2 BLADE WHEN CORRESPONDING TO INSTALLATIONS'CC'AND'DD', SHEET 22. j (3)HV PIN®OR®W/1/2'O.D. 1/16'THICK S.S.WASHER 'IHI�i SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. WHEEL CARRIAGE DETAIL ASSEMBLY LAYOUT SHEETS 11 &24. N.T.S. N.T.S. ,,AAAttttLfltNr„�A FLORIDA BUILDING CODE Non High Velocity Hurricane Zone ®2015 EASTERN MErAL SUPPLY,INC. .''`�cErvt's BERTHA HVTm IL EC O �N�. A■S■S■A■ Accordion Shutter System H.V.BLADE 1 W OR W/O N.V.WINDOW BLADE&H.V.BLADE �/ /�'* AmericOn Shutter Systems REV.Nc DES RVFION DATE I DRAWN BY: M.L. �'.• �+H7F'OF TILL1T TESTING de ENGINEERING COMPANY /�gOCIOt10n. I11C. t otn tt-Eva 04/13/151 IvaE: 04/13/15 0 /C GJ6,4 N.W.36W.SL.Ste.365.MRGtM GNM04S.FLOFMA 331 �001n _=��.� 4268 Westroads Drive z �s''' Puma-(305)871-1530 lamdt tiftecoOad.cpm 5)071-1557 West Palm Beach, FL 33407 3 DRAWING No 1EEB-OM71A.71UJr dr.P.E 4 15-084 wNLORmA U.l 4x107 3 SHEET P.E. SEAL/SIGNATURE/DATE e.. 4 OF 28 6 0 6 +�@ x u 9 T � a •Qa *NOTES ON HV LOCKS AND CENTERMATES" ONE HV LOCK 2�or SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR G W 2 OF SHUTTER SPAN FOR SPANS Up TG 105",AND FOR In T10NS T ANY EIfVATEON. !iV LOCX or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TOr OR C3 RMATES W/(2) 1/4%-20 x 1/2`LANG FLAT HEAD S.S.M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON y TYPICAL'SHUTIER EI.£VATION. o�oW 16 s, 2D y IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV - LOCK�g?�012 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CF1dTERMATES OR n SHALL BE AS INDICATED ON NOTE(1)ABOVE. LOCA ON OF LOCKS SHALL.BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. ve 3. #, -($ H V tOCKSk LOCKING RODS ARE NOT REQUIRED AT URRiCANE POSHTOK BUT MAY , i a OR /°R® "® BE USED IF DESIRED TO ENHANCE SHUTTER PERFO MANCE. LOCKING RODS OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. ONE FIV LOCK S BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVAR.N. ITV LOCK or SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK the ATTACHED TO Q�CORNER CENT62Eli W/(2) 1/4 6-20 x 1/2 LONG FLAT HEAD S.S.M.S.TWO LOCKING RODS BAA AT TOP&B M SHA1L BE llSII1.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL.SHUTTER ELEVATION. Y.Hvc MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12 BN '� ONE ALTERNATE HV LOCK Z9 MAY BE USED IN LIEU OF W LOCKor 95 FOR ANY SPAN AND w RJST TANS AT ANY ELEVATION.ALTERNATE LOCK®MAY BE USED AS AN NSIDE OR OUTSIDE LOCK.ATTACHmw � = OF 1/4%-20x3/4-S.S.THUMBSCREW TO®OR @ CENTERMATES SHALL BE MADE W/ 1/4"6-20x3/4"ALUM. x RNNUT AS SHOWN ON SECTION ENE,SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO ` =�K LOCKS AT 1/3 OF SHUTTER SPAN. *NOTES Oji HV "T" LOCKS AND CENTERMATES: 1 Co EDD b ONE ALTERNATE FW'f'LOCK MAY BE IN ALLED IN LIEU OF FIV LOCKS OR®FOR ANY SPAN AND CONNECTION 1 STALLATII�AT ANY ELEVATON.ALT. TE LOCK �(AAY BE USED AS AN INSIDE OR OUTSIDE LOCK ATTACHMENT OETALS ON o r e N 1 x o P o x v w x OF LOCK¢�INCLUDES USING RBNFORCING LOCKER 2(�7J7 AS SHOWN ON SECTtOF7 TNG.SEIEET 9.WHICH MUST 8E LED SHEET 11 TYR FULL HEIGHT. CONNECTED TO CENTERMATES(�AND W/ 1/4"61/2RIVN"LONG S.S.,THREADED BOLT W/7/0"0 x 3/32" MOM wmm' OF CORNER M XjMUM ABOVE D4 BELOWIMI SPAN. USE OF TWO"LOCK/TNG RODS®TOP AND BBOTOM IS MANDATAT ORY:SPAN OR 2" CENTERMATE 10`®a©'®"'©•©°R *�PLES ON HD LOCKS & CEN MATES: O+ O+�• 1. H0 CENTERI NS( no : ONE ALTERNATE HD LOCK ji MAYBE USED IN LIEU OF 6 + as 6 aR W LOCKS OR FOR ANY SPAN AND INSm ARONS AT ANY ELEVATION.ALTERNxrE NO LOCK 0 MAY BE USED � AS AN INSIDE OR OLITSID LOCK.ATTACHMENT OF HD LOCK®TO® . IS W/3¢8 x 3/8'F.H.F-H. S.S.M .AND INCLUDES REINFOROEMENT WERT AS SHOWN ON SECTIONS NDS-EAB AND HDC-HVC.cam'S�H2E,ET 10.LOCK MAY BE INSTAUfD AT /1+,y^l��•© �•� � MISPAN OR 12"MAXIMUM BELOW OR ABOVE MISOS PAN.USE OF LOCKING RIS COMPLETELY OPTIONAL TYPICAL1 FLY BLADE SHUTTER ELEVATION N.T.S. lite+tut+ FLORIDA BUILDING CODE n Nigh Velocity Hurricane Zone) ®2015 EASTERN METAL SUPPLY,INC. BERTHA HVTm 11 L!ECO A,.S.S.A Accordion Shutter System j .V.RVE t W OR W/0 HY.WA 19 BLADE do H.Y.MADE v: *Ak' American Shutter Systems 9ESCR Pi ON DATE OTTAWA BY: M.L TILLIT TESTING & ENGINEERING COMPANY a�G'.• fi >G; SSSS N M.36 R SL,Ste 305.VITT MN.CA WEM,npRN,3316 ASSodation, Ino. 1 OLD 11-194 04/13/15 WM 04/13/15 Ptane:{305)671-1534.Fox:{305)871-1531 4268 Westroads Drive 2 DRAWING No i�i4 ss••...,...-=\�`�`` a-maii:6xec000a.ewn West Palm Beach, FL 33407 3 15^�$/I- lONA+1EN�`4V"' WELTER A006719.PZ FLoMM U./44167 5 SHEET P.E. SEALjSI��lA7URE/DATE 6 5 OF 28 . POURED CONCRETE POURED OR CONCRETE BLOCK POURED CONCRETE REWIRED CONCRETE REWIRED 1/4.0-20x3/4-S.S. CONCRETE ANCHORS CONCRETE ANCHORS MACHINE SCREWS REQUIRED SEE SCHEDULE ON (SEE SCHEDULE ON W/1/4'-20 CONCRETE ANCHORS SHEEP 13) SHEET 13) NUTS a 12'O.C. (SEE SCHEDULE ON SHEET 13) 1' 1" W,n. 1/4"0-20x3/4'S.S. Min. OR 18 E' MACHINE SCREWS - - ___ USING 1/4'-20 NUTS 1� 19 ® 12"O.C. E D.* /2. .250'M __ - w "OR" -- 13 °R O s � D __ .250'Max. 0EOPTIONA1. pRO mo (SEEP1 ADEM ; T 1 OR E G�r(SEESCHEDDULE ONTSHEET 12)ISnNG BA�m�� 1 MIN.SEPARARON TO GLASS(SEE SCHEDULE ON SHEET 1 EDasw 1 GLASS ©HV WALL HEADER INSTALLATION �A HV WALL HEADER INSTALLATION © HV WALL HEADER INSTALLATION 1 MIN.SEPARATION TO GLASS EE SHEET IXISrING 101 I I I ' ' 1 �—(SSCHEDULE ON SH12) DCISBNG 1 1 OR ® Ir IAN.SEPARATION TO GLASS i GLASS) ' 1 EBi>E mom_ I i (SEE SCHEDULE ON SHEET 12y- 11 i Qf3fFJ 25 fO1 rf' 1 BADESS®@ pDsnNG OPnONAL 1 1 1 1 E s Max. Ili TilP/,// f OPTIONAL Max. - - 13 OR O 7 E D.W i i i i i I I 1 /2'3 OROR® 1/4"0-20x3/4'S.S. Min. PHIWPs TRUSS HEAD 1/4"0-20x3/4'S.S.PHIWPS Pa..CONCRETE MACHINE SCREWS USING CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS NCREIE ANCHORS 1 18 Tzl- 1/4"-20 NUTS® 12'O.C. (SEE SCHEDULE ON W/1/4'-20 NUTS O 12'D.C. (SEE SCHEDULE ON SHEET Win• OR CONCRETE BLOCK SHEET 13) POURED CO OR CONCRETE. K -!!ORS REWIRED WALL REQUIRED 0 (SEE SCHEDULE ON FO HV WALL SILL INSTALLATION POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION NOTE FOR COMBINATION OF SECTIONS: 1 N STA LLAT I O N DETAILS W/ 1-SEE SHEET 4 FOR TYPICAL SHUTTER •E D.=EDGE DISTANCE ♦SEE V ATIONS OF USE FOR © H V B LA D E ASSEMBLY (SEE SPECIFICATIONS ON SHEET 14) BLADEON SHEET 28 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUR ANY INSTALLATION. FLORIDA BUILDING CODE on Nigh Velocity Hurricane Zone �N�11,`R A•TI� ///i ®2015 EASTERN METAL SUPPLY,INC. sir /� BERTHA HVA �CENs':T-9�% A I�L7r7:c7o7,.:-:\ Accordion Shutter System Y.BLADE i W OR W10 H.V.IMNDOW BLADE&H.V.BLADE American Shutter Systems -N. DESCRIPTION DATE DRAWN BY: M.L. ` •* TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-194 04/13/15 DATE 04/13/15 o= STATE OF 8155 N.w.3M.St.Ste.3m,V=M QARDW,ROODA 3316 • Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No `�� a-n®tit-ft.1— West Palm Beach, FL 33407 3 rj-084 S•�O•••••• ��``��� WALTER A.TILLIT J,P.E. 5 SHEET NAL ,. FLORIDA U.0 44167 P.E. S�'S2f/6iIGh419RE/DATE 6 6 OF 28 POURED CONCRETE ANCHORS r�-- I---- . CONCRETE- (SEE SCHEDULE ON SHEET 14) REQUIREDEDGE OFMASS E a SLEET 4 SUB IF ON SKU 28 i 5 C5�TO 9IQ:T 2)� + APPUCMLE EX I Baas(D4,� NG TO MASS r-(seTO MASS ' G 5---i aR SRUU 121 ' I ALTERNATE I' 'f � ..Ox3/4"HEX i i i i i EXISTING I i i 1 WASHER HEM i 1 CLAS1 1 I i LOCATION 1 :, TE1C SCREWS a i 11 1 oR 15 i 3/6 MR. 12"O.C. i a 3/g CONCRETE ANCHORS r $ EDGE OF (SEE SCHEDULE ON I APPLICABLE i i i O I SHEET 14) I EDGE OF D ISfs"', SLABIF GLASS---i I EDGE OF I' PLIC B i SLAB IF 1/2- 1 EDGE or APPLICABLE I UK 9PN7h1R1 APPLICABLE .Q. Q: SLAB IF i io pAS.(srE APPLI POURED POURED RAT HEAD CONCRETE ANCHORS -"i t au pxr0 POURED CONCR D' CONCRETE (SEE SCHEDULE ON SHEET 26) 01!"�28 mR 1 OR CONCRETE REQUIRED FIAT HEAD CONCRETE ANCHORS �QUItiED i 6AOFSmh Q! EQUU?E6 F D. D. (SEE SCHEDULE ON SHEET 15) li TRENCH INSTALLATION (1)HV WALK-OYER INSTALLATION VAUD ONLY FOR UP TO+70. -75 PSF H OOR I ST LLA t PRESSURE RATING&FOR SPANS PER ) !fit CEILING INSTALLATION SCHEDULE#3, SHEET 12 CONCRETE ANCHORS (SEE SCHEDULE - i ro amus I70.iT1NG SHEET 15) MIV— S1aT 12T a EXISTING r•_---! , I GtR55---i�J-- DOSTING 1 GLASS---j wl.mxw,nw To a ss Iz1 I GLASS—i ' sac st waal ro aas � _ � 1-(s>: oR saEr I j F-tss somA4 oR seer 12j' ZJ , i 0 ii it 1 r Max. i w I ii ii S 3 oR I 8 10x3/a-HEX WASHER 14x3/4' HEX HEAD (i 1 a. HEAD TIX SCREWS a TTX SCREWS a 9'D.C. _ _ 12"O.C. q.C11 OR 1/4"0-20SSMS. i CONCRETE ANCHORS _ _ Fj + 7 y #14x3/4'S.D.S.W/Nur a r O&. i {SEE SCHEMiLE ON 1 a 8'0.C.SHEET 15) i/2" 1` A74x3/4"F.H.50.5. EDGE OF 1 7/B' 1 ?/B"-1 SLAB ff EE NOTE 1](b) AP LAB IF.E CONCRETE ANCHORS SEE NOTE 13(bj POUREON SHEET i D POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 REQUIOURLDRLlE BLOCK OR CONCRETE BLOCK SHEET 15) a REQUIRED NY WALL WALK-OVER INSTALtJ1TION oPrlouAl POUREDHY WALL FLOOR.INSTALLATION CONCRETE TE REQUIRED 9 HY RAINGUARQ INSTALLATION t INSTALLATION DETAILS W/ N01E FOR CDMBINATIDN OF SECTIO s E D.-EDGE DISTANCE RREEMOr.VAABLEEWW'HHEN PERFORMED \,D HV B LA D E I-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 14) OR AD4ACENT CTO AN OPERABLE EXIT 4 SMI^['ATONSSEOOF�FOR ASSEMBLY i� 2-MOUNTING SECTIONS CAN BE COMBINEDIN ANY WAY TO SUIT ANY iN$TALLATlON. \TitNMlyr FLORIDA BU NO CODE (NQn High Velocity HUrricone Zone tN ,.....;,T/�f�b��� 0 2015 EASTERN METAL SUPPLY,INC. r ' BERTHA HVTM /MrEcomc. A.S.S.A.. Accordion Shutter System American Shutter Systems V.Ow 1 W OR it 4 H.V.WNDDW MADE k N.V.i UDE -'p- ry ;'7k� TWT TESTING & ENGINEERING COMPANY DEscLaPnarl DATE DRAWN er: M.L A. 5=R.M.36tH.sl.SAW 305,%RGM C+ARDW.FLGRDA 331 Association. Inc. / DLD 11-1. 04/13/15 DATE 04/13/15 .� + �RtBik—` Phona:(3DS)1A1-1530.Fax:(305)871-1531 42$8 Westroads Drive 2 ,,�'%N •-•"GC� `'`� EB-0006719`aoa'.aaa West Polm Beach, FL 33407 3 DRAWINGpNo AL EN,\\` WALTER A TR1JT Jr.P.E. 4 rJ-Of34 :;t !+y1i\\ FL ORW Ua.{44167 6 SHEET P.E. SEALSI�NATURE/DATE 6 7 OF 28 SEE NO WALL CONNE ON SHEET5 11 & 20 LOC INSTALLATIONS W/ HV SEE NOTES ON LOCKINGLOC RODS 3p,HV LOCKS orQ a UT 80• I N � /"—EJ(IS11NG GLASS AND ALTERNATE WK 0 ON SHEET S. • BLADE W HV CENTERMATES **C�NATO APP CATIO�D;SLADE(D OR 23 SEE ENA WALL CONNECTION ��*©pp�p EXISTING GLASS --------------------- ---------------------- T6 -----._._--_.----_...----. -- .— T6 XI 8'x0'-2 ' �$ +�8 aR�*�°R�«�$4Rp 7' $„2" T6 A1,1.01)ALUN. r ANGLE w,{2}1,+•s TArcaN ' 1 j2- OPPOSING SYMMETRYCAL ANCHORS TO CONCRETE CENTERMATES, CENTERMATES (TOP/BOTTOM)do L,tOx3,4'S.M$0 12` MIN.SEPARATION {+}E10 n,z s xs To 1u6E __�" E. AT EACH ANGLE(IYP) ' 0.1:.FULL LENGHT. W1 HV LOCK � or W/ HV LOCK� or 2�`a To CEAs _ (SEE SCHEDULE ti @ as * 35* F N ON SHEET 12) I t 5 9D FO—UT] HVB HVC�� * HVA DUSTINGHV GLASS POURED CONCRETE OR �1D CONCRETEED BLOCK WALL IxlsnNc *Qg1Q'Q06®*®� SYMMETRICAL 6+ 7 ��m\1��� ---1--- ---GLASS © O �!^ MIN.SEPARATION 6 + 8 9« GR 1 + 5 as 9 ocISTN CENTERMATES 6 IN Q« O ® Ta Goss 5 J GLASS b B 1 * 8 S * 4R (SEE SCHEDULE .W/ HV LOCK QB) OPTIONAL (' ON SHEET 12) MIN. 1N (INTERIOR) TO GLM CY TO GLASS OPTIONAL (SEE SCHEDUHEET L _ - - a CONCRETE ANCHORS O.C. .5 m VARIES 3 FOU-r i 6 1,2=MAX SLACK aUT 5 (AOR) HVE HVF** HVD FLORIDA BUILDING CODE on High Velocity Hurricane Zone m 2015 EASTERN METAL SUPPLY,INC. BERTHA HVTm IL ECO ,.,�. A„�',■s,A„ Accordion Shutter System � S V.EQAOE 1 W OR W/O H.Y.NOW MADE do H.V.B,AOE 11 TILER TESTING & ENGINEERING COMPANY American Shutter Systems EV. FSCRI DI DATE DRAWN BY. M.L. *� Q` 6335 N.M.36M St.Ste.30.1.VHGRGA GeRVO6.RDROA MI Association. Inc. 1 LAD 11-144 04,13,15 aQE: 04,13,15 PMne:(30.3)871-1530.Fu:(3D5)871-1537 4268 Westroads Drive 2 e—moI t teeo@oo.trom West Palm Beach, FL 33407 3 .{DRAWINGpNo ``,'/4j4u�11!ytl{7y1N5`` WALTER Jr.P.E 4 1 5`OV4 ER A.n P.E. SEAL/SIGNATU.RE/DAZE FLORIDA U. 4+16` 5 SHEET 6 8 OF 28 ALTERNATE INSTALLATION W/HV "T" LOCK 30. HV MALE/FEMALE "T" LOCKS CENTERMATES �,, 9 & SEE END CONNECTION DETAILS ON SHEETS 11 & 20 LOCKERS c W-10)- HV BLADE EXISTING GLASS OUT gP BLADE(]�SLACK DETAIL HVF, INDICATED ON SHEEP 8, / AS WELL AS UNIVERSAL FLOATING BLADE®DETAIL HDD-HVD, INDICATED ON SHEET 10,MAY BE USED WTIN THIS ALTERNATE + v INSTALTATON DETAIL HVG SHOWN IN THIS SHEET. 100-0'0"0.0- SEE END CONNECTION DETAILS ON SHEETS 11 � 20 � 2•x2 xzI/8'x0'- 8 8 a+ 9+ 19+ 5 9 (8063-T6 ALLUT)AWA, AN W/(2)1/4'0 TAPCON 1/2• ANCHORS TD CONCRETE (TOP/BOTTOM)& I L---------------------------------------------- (4)JIDx1/2-SAL.S.TO TUBE i 810x3/4•S.M.S.O 12• AT EACH ANGLE(lYP) O.C.FULL LE NGHT O* I N * MIN.SEPARATION H 30 HV "T" Nj 3 30 LOCK (INSIDE) 1 3 LOCK (INSIDE) (SEESGLASS ED LE ON SHEET 12) 5 1 28 ' 29 1 28 1/ 1•' 1/2• z' 5 3 OUT 5 35 2 1/4" 0-20 x 1 1/2" S.S.M.S. 2 NYLON SCREW HEAD W/ 7/8"O.x 3/32" WINGNUT. ,g 30 HV "T" LOCK (OUTSIDE) 2� 1/4" 0-20 x 1" S.S.M.S. SEE NOTE 6 FOR HV LOCK , 30 HV "T" LOCK (OUTSIDE) "r•LOCK, ON SHEET 5. W/1/4'0 x 5/8" RIVNUT t. t SERIES 9444 ALUMINUM HVG* (2024-T3 ALL"LARGE FLANGE THIN SHEET NUTSERT,PART 8 0620, AS MANUFACTURED BY AVDEL CHERRY T7rTORN,PARSIPPENY, NEW JERSEY 07054 OR EQUAL L1gIIAINANNu47 FLORIDA BUILDING CODE on High Velocity Hurricane Zone ``��``_.: ...•�!ij��' ®2015 EASTERN METAL SUPPLY, INC. BERTHA HVTm I L ECO ■�. A■&S■A■ Accordion Shutter System H.V.BLADE 1 W OR W/O H.V.WINDOW BLADE&H.V.BLADE American Shutter Systems Ey, DESCRIPTIOH GATE I DRAWN BY. M.L TILLITTESTING & ENGINEERING COMPANY Association. Inc. t OLD 11-164 04/13/15 wTE: a4/73/15 �• Q`: W55 N.W.38th.SL.St.305,VR GNDDS.H.ORVA WEB (305)871-1530.Fax:(3055)871-1531 4258 Westroads Drive 2 DRAWING No L E�G;,�``��� W AMDL�{1Jf.P.E. .E West Palm Beach, FL 33407 4 15-084 7rnNn1wra111 5 SHEET P.E. SEAL/SIGNATURE/DATE �0R0N V.a 44167e... .. '9 OF 28 AFI- END WALL CONNECTION DETAILS ON SHEETS 11 & 20 1 ExsnNc cuss OUT IN � INSTALLATION C1� HV BLADE W/ HD CENTERMATES SEE END WALL CONNECTION i 8 `O+©�O.O*®� E..snNG GLASS -----------R ___—___--__----__—_.—_—__--- 2-x2-x1 jerW-2- I 1/2 35* * 35 (�AHIXE�w/�(( MIN_SEPARATION TO GLASS (OPTIONAL) a (OPTIONAL) TAPCON ANL`FiORS 70 i /10 x 3/4'SNS®1,2' (SEE SCHEDULE ON SHEET 12) CONCRETE(roP/eoTroM O.G �►.J 3 &(4)/t4x1/2'S.MS. I (4) H.V. (4) H.V. TO TUBE AT EACH PINS ANGLE(I,0') 5 PINS (TYP-) 4 5 8' 6 1/2• ') 4 5 N r._ 1 5 so 1 1 1/ 1• 1/2. �* 2' NJ ® 31 OR 32 31 OR 32 31 DRQ 20 31 OR32 * 33 @ 35 HDA—HVA a 35* (OPnoN*) HDC—HVC (OPTIONAL).HDB—HVB OUT SYMMETRICAL HD CENTERMATES SYMMETRICAL HD CENTERMATES W/ 3 * LOCK (INTERIOR) W/ igt LOCK (EXTERIOR) 10•Qa+Qr Qa+©*©�+ * SEE NOTES ON LOCKING RODS Q&HD®LOCKS ON SHEET 5 8 BOx 9r « 9r 5� 9 ** UNIVERSAL FLOATING BLADE®DETAIL HDD—HVD IS ----- ----------- ----------- --- VALID FOR ALL CETITERMATES APPLICATIONS WITH BLADE Q O 3 � ' v 1 OIL HDD—HVD** FLORIDA BUILDING CODE Non High Velocity Hurricane Zone uuluNuup ```\`Q�G•••••••• •��,���� ©2015 EASTERN METAL SUPPLY,INC. -�.L�ceNSF• ��= BERTHA HV- AS S A Accordion Shutter System ■ ■ ■ ■ V.BLADE#1 W1 OR W/O N.V.W{NWW BLADE&HV BLADE Shutter Systems REV.W DESCRIPTION DATE I DRAWN By: M.L. o'•, STAT 0f TICCIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 71-194 04/13/15 DATE: 04/13/15 9 •, Al p �'� �hone�305)8St 305,VIRG:(�3 ,os�sn��1W1 4258 Westroads Drive 2 DRAWING No . Q` e- ''F 6Reccocol.com West Palm Beach. FL 33407 3 '''iis3�ONA�-�i�p`` WALTER ATOLUftJr.P.E. rJ—O84 1nnLnula FLORIDA U.R 44167 3 SHEET P.E. SEAL/SIGNATURE/DATE a 10 OF 28 POURED CONCRETE OR POURED CONCRETE POURED CONCRETE BRED CONCRETE CONCRETE BLOCK WALL OR CONCRETE OR CONCRETE OR CONCRETE REQUIRED BLOCK WALL REQUIRED BLOCK WALL REQUIRED BLOCK WALL REQUIRED rco,CZA,,,OF /'-XISTING GLASS E)OSTt}IG GLASS e 16'OC.VEI IXISTWC GLASS / "') 7T'' ( 2'MIN EXISTING GLASS Lett SER"TION TO MASS(� MN. 64N.Si.FNltdiCN SaiEDLAE ON TO (SEE i MIN.SEPARATION E TO MAEa(SEE 12 FOR ANDTO GLASS SEE SrD4EM1E ON SHEET 1/16'x3•MAX. ON FOR ON SHEET 12 FOR ETADE pAW (8063-T6)CONT. a Q�$ S2 FOR (D 1 ?SMIEDULEHA�OE(SHEET SAND {LOCATE AT i OON SHEET&® PLAT£.(LOCATECLOSER 11z / \ ON SHEET W&Q) T/.2�/ ON srEfT za FOR 30E AT EITHER SIDE MIN \ , 1 +- N SHEET B FO 1/2'MAN. OFD) I SE t'OR 2'MAX. I J10X1/2'S.M.S. '-- /10X7/2'S.Ms. I _-- _ (AS PUCABLE)xz '-2' _-- _ 16'G.C. __ ®16'O.C. __--_ ALU NUM CUP ANGLE \ / (606-T8 ALLOT)AT MIDHEIGHT \ / 4 (1) tD41/e s.M.s.TQC& (2 /4'm TAPCON.ANCHORS 7O 5 SEE DEON X f AT 1'O.C. (LOCATE AT 1 OR SEE DETAIL X FOR!!�/ i OR SIDE CONNECTION t OR ER SIDE OF 4D 1 OR 7V TRACKS �� SIDE CONNECTION ,.0. .,g�i SEE DETAIL X F 4 6 47 8 ,f1�0,®"' TO TRACKS 01 8 7 a 8 •�., 1 SIDE CONNECTION yt�^���o®.�,p. -@'©•Q ' °" TO TRACKS ,p•,�a�.®a,p.{�., ©.7p-pa©&@w (9)Q) @.©•7O•w d`�. �7.�°� 6'0• /V®�•�u�.®a�B.pm/^ ®�Caa�•��®mO �"q��a�-,'rf��'^lJ`�'0 ®•Y7',°'®'�a®.®aO9 V•�a�•®�j •�aUg "5 'U Q'R.5'^`®"`l7°1®"®� END CO EC 0 DETAIL T END CONNECTION DETA14 0 ESLD CONNECTION DETAIL(33 END CONNECTION DETAIIL4) POURED CONCRETE OR SPANS GREATER THAN 12'-0' EXISTING GLASS CONCRETE REQUIRED BLOCK WALL ExisnNG 4 1@L—SEPTTARATION �7 t/2'S.M ----_--- TO MASS(SEE 0 16, C. 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BERTHA HV- Accordion�-!E C p A. ■a�.A,� Accordion Shutter System U.BLADE 11 W OR W10 H.V.TAM W BLADE&H.Y.BLADE rlu1T TESTING 7R ENGINEERING COMPANY Amerfean Shutter Systems DEsa1RT10N 9A,c I owrm BY.- M.L. •O STATE Or 6=N.W.36th.SL.Std JDs,VRWM GAR)DIS.RAROA 331 Association. Inc. 1 O1D//-194 04/13/tSi DATE. 04/13/15 Ph—:(305)871-1530.FaK o(303)871-1531 4288 Westroads Drive 2 '"'m°I UK..0 1— West Palm Beach, FL 33407 3 DRAWINGNo 00 ii�4 fsv n At.•?�'1,�\� EB-06719 5 084 A ,A ( WALTER TiLUT Jr.P.E. 4 P.E. S t/fd(►NAl1\}RE/DATE FLORIDA U.f 44167 s SHEET 6 11 OF 28 i SCHEDULE #I SCH_,FDU F SJCHFD�11 #3 MAXIMUM SHUT(ER SPAN 'L+"OR "L-" :R _ MAXIMUM SHUTTER SPAN "L+" FRL-' M SHUTTER SPAN*"L+" {Tt.). FOR IN TIONS®/ (�$(f�, OR 2-" (ft.) FOR ft. INSTALLATIONSCENTERMATES. & or(}y or(� ) • W/ONE H.Y. LOCK @ or®or or INST NS Wma /� ICA1 !ate" CONCRETE & WOODHD LOCK ®W/ NO LOCKING RODS or ONE HV LOCK or W/ ONE HV LOCKS MANSORYASD. POSRiVE SESQN PRESsuRE RATINGar� (1)L+:MAXIMUM Ail.OWAHLE SPAN FOR A GIVEN CENTERMATES &@ W/ ONE HV "T" W/ NO LOCKING_RODS Q W/ NO LOCKING WALL A, B• C, D, E• M, N• 0, P, 0, L-:MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE LOCK® W/TWO LOCKING RODS TOP & {SEE NOTE t) MOUNTING F. K & L R. S, &V. AS.D. DESIGN PRESSURE RATING. BOTTOM SEE NOTE FLOOR/CEILINGgH, t, U & J T• U, W & X (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR CONCRETE&WOOD CONCRETE&WOOD INSTALLATIONS CONCRETE A.10.A.10.A.10.VE MAX unx„ x sD. CONCRETE WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: PREMRMALLATIONS WALL MOUNTING FLOOR/CEUNG PAf� 0 a WALL MOUN9NRFssu� r�P.i) MOUNONG 'A"nN6 & RATWG FLOOR/CDUNG MOUNnNc GIVEN A POSITIVE A.S.O. DESIGN PRESSURE RATING. FLaOR/CDUNG MOUNum (p".) OR DETERMINE MAXIMUM SPAN"L+'FROM SCHEDULE. i+ -) (+OR-) FtOOR MOuNRNO GIVEN A NEGATIVE AS.D. DESIGN PRESSURE RATING. L+( l-(ft) L t(fl) L-ILII L+ QI) L-(A) L+ (10 I t-(n) DETERMINE MAXIMUM SPAN`L FROM SCHEDULE. 30 OR LESS 16'-0' 15'-0' 16'-0' 16'-0` 30 16'-0' 16,-0' [El -0' 16'-0' K FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE t4'-10' 14'-10' i5'-2` 16•-0" 35 14'-10' 14'-10' 2` i6'-SO' U MAXIMUM SHUI'TIIi SPAN "L+'OR"L-"FOR MINIMUM DETERMINED SPAN BETWEEN 'L+AND'L-% 40 13'-1O" 13'-10' 14'-2' 15'-2" 40 1J'-10' 13'-10' 2' 15'-2' NSTA =TIONS INTO WOOD SHALT.BE UMTTED TO 13'-i" 13'-i' )3'-4' 14'-3' 45 13'-1' 13•-t' 4' 14'-3' 105 pst.0.S.p DESIGN PRESSURE HATING. (3)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 50 12'-5' 12'-5' 12'-8' 13'-r 50 12'-5" 12'-5` 3' 13'-1' COMBINATIONS IN BETWEEN WALL MOUNTINGS 55 ll'-IW tT'-t0' 12'-t" 12'-11' S5 t' W/FIAOR/CEIUNG MOUNTINGS: 60 11'-4' 11•-4" 11'-7' 12'-4' 60 11'-4' 11'-4" 2' t0'-11' FOR A GIVEN POSITIVE AS.D. DESIGN PRESSURE 65 10'-10' 10'-TO' 11'-1' 11' ' 65 1D'-10' 70'-30' 5' 70'-t" RATING: 7D 1D'-6' 10'-6" 10'-9' 11-570 10'-6" 70'-6' 9" 9-4" DETERMINE:75 1O'-t' 10'-1' 10'-4' 11•-i' 75 10"-1" 10'-1• 8._g. f HV CORNER CENTERMATE#3 MAY BE USED AT ALL Li+=MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS L.2+=MAX.SPAN FOR FLOOR/CE)UNG MOUNTING 80 9'-10' 9'-10' 10'-0" 10'-9' BO 9'-10' 9-10' SHALL BE AS INDICATED ON MANDATORY CONDITION(12 INSTALLATIONS. 85 W-6' 9'-6' W-9' 10'-5' 85 W-6" 9'-6" NOTE#5.SHEET 5. FOR A GIVEN NEGATIVE 0.5.0. DESIGN PRESSURE 90 9'-3' 9'-3" 9'-5' 10'-1' 90 9'-3" 9'-3' RATING: 95 9'-0' 8'-9' 9'-2' 9•-10• 95 W-0` 8'-9' DETERMINE 100 8'-9' 6'-4' 9'-0" 9'-7' 100 8'--9" W-4' L1-- MAX.SPAN FOR WALL MOUNTING INSTALLATIONS, 105 8'-7' 7'-118'-9' 9'-4' 105 8'-7' Y-it' L2--MAX.SPAN FOR FLOOR/CEILING MOUNTING 110 8--4- r-7- B'-7" 9'-2' 110 B-4' 7'-7' SEPARATION TO GLASS SCHEDULE INSTALLATIONS. 115 8'-2' 7'-3' B'-4' 8'-11' 115 FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 120 8'-0' W-U" B'-2" 8'-9' IZD 8'-0' 6'-17' - MINIMUM BETWEEN 11+", "L2+".'Lf-"AND"L2-' 125 7'-10" 6'-e' e'-0' 8'-5' 125 7'-10' 6'-8' WIND ZONE MINIMUM (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 7'-B- 6•-5- 7'-tp- B•-1' 130 r-8' 6•-5- ASTM E-•199? SEPAI�TION ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 135 7'-r 6'-2' 7'-9' 7'-9" 135 r-7` 6'-2' TO GLASS PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 140 7-5' 5'-11' T-7" T-6` 146 7-5' S'-t T' SPACING. 145 7'-3' 5'-9' 7'-5" 7'-3" 145 7'-3' S'-9" 150 r-2' 5•-7' r-4' r-D' 150 7'-2' s-7 1 THRU 3 1" 155 7'-O' S'-5' T-2 6'-9" 155 7--0- 160 s'-it` 5'-2' r-t' 6'-7" 160 165 6•-10' S'-1' 7'-D' 6'-4" 165 6-10' 1'-1' 170 61-9' 4'-It' W-ii' 6'-2' 170 6'-9' 4'-11' 175 6'-7' 4'-9' S'-9' 6'-0' 175 6'-7' V-9' 180 6'-B' 4'-B' 6'-8' W-10' 180 6'-6' V-6` 185 6'-5" 4'-6" 01'-7' 5'-8- 185 6'-5" 4'-6'190 6'-4` 4'-5` 195 6•-4` 4•-5" HV BLADE 195 8'-3' 4'-3' f 95 fi-3' 4-3"200 8'-2' 4'-2' 200 6-24-2'2054'-1" 205 6'-f' 4•-r FLORIDA BU NO CODE on 1111 h Velocity Hurricane Zone A.-T"Z" � ®2015 EASTERN METAL SUPPLY.INC. a` EP IS �CO .� BERTHA HVA1L ,>�G. LA■S��.A■ Accordion Shutter System N.V.BLADE 1 W1 OR 11110 WV.VAMW BLADE&H.V.BLADE 7k: ��i.1 American Shutter Systems DESCRIPTION am DRAWN BY: M.L. TtLLIT TESTING & ENGINEERING COMPANY STAT OF :w` 63SS N.M.J6l0.St.,see.JOS.WiGINIA GiRDETIS,FLORIDA 371 Association. Inc. 1 OU)11-194 04113115 DATE 04/13/15 Phone:(305)671-1530.Fax:(305)071-1531 4268 Westroads Drive 2 '% 4 '.• ORt ; e- 0.Gtec.G w— West Palm Beach, FL 33407 3 DRAWING No ��QNALti�.���� WAL1IIt A TLL771Jr.P.6 4 15-084 P.E. 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NEC�RVF PRESSLff RATING ANI)A CORRM2ffiDWC MQLtNDAI !�OOp��� `fes NIAKIMUM ANCHOR* SPACING An-) RrI4FnLJl F Fr) SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES ms (SEE MOUNONGS E Q k H ON SNEEIS 6&7) 1.ANCHORS TO SUBSTRATE SHWt BE AS FOLLOWS- E BLDQK POURED CONCROE (A) TO DUSTING POURED CONCRETE(Min.rC=3 Isi) WALL SILL MOUNTING ©CEILING MOUNTING QFLOOR MOUNTING -1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BYL7.W.BUILDIL W.is-.3 ION) SPAN ANIXIOINs SPACING LEGEND - 1/4.0 x 3/4'ALL POINTS SOLID-SET ANCHORS.AS DISIMBUIED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY.(MIR 1•c=3 kn) (f0 A.S.D.DES GN NFGATNE LOAD ASD N NECA7NE.LOAD ASD.DESIGN NECA7AE LOAD -1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS ORECT,GNC.(Irm E'c-2 kv 30 40 160175 90 120 160 203 30 40 75 90 120 10D 205 30 40 60 75 90 1120,160 205 TAPCON OR - 1/4.0 TAPPER+ANCHORS AS MANUFACTURED 8Y POWERS FASTENERS.INC.,AND DISTRIBUTED BY ALL.POINTS SCREW,BOLT&SPECIALTY TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORRED VFNDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIDON,INC. ii 12 l0 9 H a 6 55 a l0 9 a a 8 6 14 T2 1a 9 B 5 9 e THREADFORM TECHNOLOGY (�».fa=3 kat) 3•-Ow 14#12 10 9 B 8 6 6 14 12 10 9 6 8 8 6 14 12 10 9 B 8 0 6 ALL POINTS D,-,SET 11O 9 H 8 8 8. 14 12 10 9 8 8 8 H 14 12 10 9 8 8 6 5 BLUE TAP W CAP HOE* 110 B a e e 7 14 12 10 9 5 H 0 6 14 Y2 YO 9 H a 6 6 / AL1)MINMUM EMBEDMENT IMO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 12 10 9 8 7 0 6 14 12 t0 9 8 0 6 6 14 12 10 0 e H 6 5 TAPPER+ ANCHORS S 1 3/4;AND FOR BLUE TAP W/CAP ANCHORS S 1 1/z•_ 4•-0' tt 12 !8 9 8 8 0 6 t4 /2 10 9 8 8 6 6 L4 12 10 D H e 6 55 ' 14 12 10 8 8 B 8 4 14 12 t0 9 B B 0 45 14 12 10 9 0 6 4 3S A2)MINIMUM EMBEDMENT OF 1/4b M 3/4'AL P0W15 SOLID-SET ANCHORS SHNL BE 7/e'INTO Tlff POURED CONCRETE NO EMBEDMENT 14 12 10 S 8 8 8 45 14 12 10 9 8 B 6 55 14 72 10 9 0 a 0 45 IMO STUCCO SHALL BE PERMITTED.1/41-20&&MACHINE SCREW USED SEWN BE 1 1/2'LONG MRAM UM SHOULD STUODO EXIST,AND 14 12 10 9 75 55 35 - 14 12 10 9 a B 5 5 14 12 10 9 6 7 SS 4 •SEE utlrA7nR01 OFU92 Hxi 1'MINIMUM FOR WALLS WITH NO SNOOD. /4 72 10 9 8 8 6 a t4 72 10 9 8 8 6 5S 14 12 10 9 8 8 6 45 B7A> `'PST 5•-D. 14 12 10 9 8 7. 4 - 14 12.10 9 8 &S 5 35 14 12 /0 8 8.5 5 35 3 A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND CM THE DOMING WALL OR FLOOR, 14 12 10 9 8 75 45 - 14 12 10 9 B 8 'S 4.5 14 12 10 9 B 1 5 45 75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHM ANCHORAGE SHALL BE AS INDICATED ON 14 12 95 75 65 45 - - 14 12 10 9 8 75 5S 4 14 12 10 9 8 6 45 35 NOTES At)&A2)ABOVE,FOR INSTALLAtONS ON VINYL MOND OR EIFS WITH OR WTHOUT METAL STUDS CONSUO.T THIS ENGINEER.FOR 6._O' 14 12 10 9 e, B a - 14 12 10 9 8 8 8 5 14 12 10 9 0 65 6 35 INSTALLATION INTO EFS WITH METAL STUDS SEE SHEET 284 14 12 10 9 75 55 3 - 14 12 10 E5 7 55 4 3 14 12 6 6.5 5314 3 - 14 12 YO 9 8 6 - 14 12 10 9 8 65 5 .75 14 12 10 94 B 5 4 (B) TO EOSTNG CONCRETE BLDOC(ASTM C-90) 14 12 816,515.5 3 - - 74 12 10 9 8 8S " 35 14 12 10 8 7 5 35 3 - 1/4'0 TAPCON OR 7APCON WITH ADVANCED THRE-ADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY LT.W.BUILDER .7.�. 14 /2 10 9 8 8 - - 14 12 10 9 8 7 5 4 14 12 10 9 75 55 4 3 -1/410 x 3/4'ALL POINTS SOLID-SET ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW,BOT&SPECIALTY COMPANW 14 12 10 0 65 4 - - 14 12 9 75 a 4.513.5 - 14 OS 7 SS 45 35 - - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 14 12 10 &5 7 4' - - 14 10 9 75 5-514 - 14 12 9 7 75 4.5 - _1/4.0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS.INC.,AND OSTRIBUIFD BY ALL POINTS SCREW,BUT&SPECIALTY 14 tl 7 55 45 - - 14,112110 9 75 55 4" - 14 12 9 7 6 45 3 - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. $•-0w 4 12 10 9 e 65 - - 14 12 10 9 8 6 4 - 14 12 10 8 SS 5 35 - Na1&S: t< 12 85 7 55 3 - 14 1z 8 &5 55 4 3 25 95 6 5 4 3 - - B.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS S 1 1/4'AND TAPCON 14 12 95 75 6 - - 14 1 95 8 es 5 - - /4 12 0 8 65 4 - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. 13 95 65 5 3S - - 14 La 8 85 5 - 14 12 0 6.5 5 4 14 12 10 9 8 - - - 14 112110 9 7S 45 - 14 12 G.5 7 55 4 _ &2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY BABEDOW INTO THE CONCRETE BLOCK.NO 14 15 7S 6 4 - - 14 11 7 55 5 is - - 11 8 55 45 35 - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED.1/4'0-20 SS.MACHINE SCREW USED SHALL BE 1 1/Y LONG MINIMUM SHOULD STUCCO 14 l 8 95 4.5 - - - 14 12 O5 7 5S 4 - 14 OS 7 &5 8 45 - EXIST,AND 1-MINIMUM FOR WALLS WITH NO STUCCO. 75 eS &5 4 - 141121 9 7 6 4.5 - - 14 11 7 8.5 45 35 14 12 10 9 7.5 - - 14 12 10 8 65 5 - - 14 12 8 8 5 4 IN CASE THAT PRECAST SFONF- 10•-0. COSTING WALL OR FIDOX 14 105 7 5 35 - - 13 95 &5. 5 4 3 - - 10 75 5 4 3 - - ANCHORS SW/.L BE LONG ENOUGH�TO REACH THE WON STRUCTURE BEHINDS CAST CONCRETE PANELS.PAVERS OR ANY VEN�FlNISHES.AFOUND ANNIONHORAGE SHN.L BE AS INDICATED ON 14 11 7.56 5 S.5 - - - - 14 t15 9 8 5 4 - 25 9S 6 5- 4 4 - - NOTES&1)&B2)ABOVE FOR I SEXIATKINS ON VINYL SIDING OR EFS WITH OR WITHOUT METAL STUDS CONSULS THIS ENGINEER. oS 8 5 - - - - - 14 12 8 6S 55 4 - 13.t0 85 5 4 3 - FOR INSTALLATION INTO EFS WITH METAL STUDS SEE SHEET 284 11•-0 14 12 10 - - - - - 14 12 9 7 6 4.5 - - 14 Y05 7 K 45 3S - - 25 95 5 - - - - - 12 9 6 4.5 4 3 - - 0 7 45 35 3 - .(C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCiOR•S MANUFACTURER. 14,10 7 - - - - 14 105 7 55 4S - - i5 85 55 45 75 - - - 0 SEE SCHEDULE BELOW FOR EDGE DISTANCE E.D. VERSUS SPACING REATIDNSHIP FOR ANCHORS. eS 7 4.5 - - 1# 15 75 6 5 - 12 9 6 45 4 14 12 70 - - - - 14 12 6 &5 5.5 - - - 13 10 6.5 5 4 - - EDGE DISTANCE VERS1 12•-0' 15 85 45 - - - - - 11 8 55 4 35 - - - 8 8 4 3 - - - - SPACING SCHEDULE FOR A({,{"NORS• MAUI M ANCHOR SPACINOS ARE VALID FOR EDGE DSTANCIES INDICATED BELOW.FOR E A NESS THW THE INDICATED,REDUCE ANCHOR SPACING 15 95 0 - - - - 13 9S 85 5 4 - - 05 6 5 4 - - - OY MULTIPLYING SPADING SHOWN ON S06WULEE BY THE FOLLOWING FACTORS, 9 65 - - - 14 TOS 7 5S 4.5 - - 11 S5 55 4S 35 - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING WWATED FOR EACH ANCHOR TYPE. 13•_0'!4 12 - - - - - 11 tis 75 6 5 - - 12 9 0 45 4 - - FACTOR 05 8 - - - - - 10 75 5 4 3 - - 75 55 4 3 - - - ACTUAL 12455.5 - - - - - - 12 9 6 45 4 - - - 95 7 5 4 - - - - EDGE TAPOON TSN WITH ADVANCED ALA.POINT SOLID SEF BLUE TAP W/CAN TAPPER + 13 95 95 5 - - - - 05 75 6 4 - - j BLADEOR DICTANCE TIWADFORM TECHNOLOGY MIN.SPACING t4•-0' 14 Y2 - - - - - 14 105 7 3.5 - - - - 11 85 &5 45 - - - E. MIN.SPACING 3" MIN.SPACING=3' ►9N.SPACING w•3 1/2' MIN.SPACNO 3" 3 3/4• 4" 10 75 - - - - - 9 7 45 35 - - - 7 37-35 3 _ _ - _ } OV BLADEPOURED CONCRETE& POOH OOM351E C)NOME g= POURED CONCRETE& POURED CONCRETE& CONCRETE BU ICK CONCRETE BtDCK OONCREIE BLOCK UK ixtJC�fE Q7RRDE>E HtIX1C 15 e - - - - - 11 a 5S 45 - - - 9 65 45 - - - - HV WIND MR M-r Lit&D•31/2•MNL EEL La ED-31 LDL En-3' 1+L M. 1/2•MEL EA-2 It 14 - - - - -• 135 10 65 - - - - OS 7e. 4s - BLADE WORKING 3' 1.0 a5D 1.a &78 1.0 0.84 1.0 1s-D" a - - - - - - a5 ss 4 - - - - 65 s 3 - - - - - IN U OCQ♦ 2 1/2' - D.81 1.0 - - 0.67 1.0 10 - - - - - - 05 e 5 - - BS e 4 - � 2` 0.71 051 7 _ _ _ _ _ 15 BS'S5 _ _ _ _ 9 65 45 - - - - 16•-0-t4 - - _ _ _ _ 25 95 a _ _ _ _ T 1/2' 0.33 0,35 e 8 6 4 s 45 3 9s - - - s 1 4 1-I-I- - FLORIDA BUILDING GODS MOD High Velocity HUrriCone Zone ®,2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM AS ,� SA Accordion Shutter System American Shutter stems V BIAAE T W OR W/0 H.V.YAM BLADE do KV.BLADE *; ^ TlWT TESTING & ENGINEERING COMPANY e3cwPr1oH1 �� BY' M.L. CO STATE Df N= &B5 KW.3618 SL.Ste.60.5.VR"0ER0E1G,FUORiW 331 Association, Inc. 1 OLD 11-194 04/13/15 DATE. 04/13/15 4268 WCstrOOdS Drive 2 PDa1ro:(305)871-1530.Fax:(305)871-1531 %,Oc�- LDfl10. `` EB-0006719 lce�a 1•com West Palm Beach, FL 3340 3 DRAWING No -�'Ar sslONA1�e;.�•'`` WALTER A TUH Jr.P.E. 415-084 P.E. S�aL4�9k911S1i'�RE/DATE FLO1 a%t co /44167 5 SHE e 14 OF 2B pC W N N z p rrte^^ 2 Y Z W O Vl o 1c) (n- _ � 2 3 m ` G r W 3 o T V © U z M ,n = e Mf N n O 9 x rr n� m 9�g 7d' vv)) wNQ o0, Em o =zz w 0 :3 Q to a cn WzNN ■V) e0"j w 1'•Z ~ N N°o Jew FtF �wF= C N�c 3 r z� a u o z a� o W P•1i V • � � $b N vI b N b N b•r n b N h N f�n b h f I N n 1 1 n n I I N 1 1 1 N I I l Y I I l a I 1 1 V 1 1 1 1 1 1 1 � l l � Z g���y V m G F m Z h N N n N N N N N N n n n N N n N N N..... ...... 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SHUTTER SPAN, NEGATIVE ASD DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEETS 18 & 19) .E;; U B --E;;-T- RAT I=- SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCEPINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. CDX DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD MAXIMUM CEILING MOUNT T CEILING MOUNT T CEILING MOUNT T SPAN WALL MOUNTINGS WALL MOUNTINGS WALL MOUNTINGS WALL MOUNTINGS (ft) M, N, 0 & R FLOOR MOUNTINGS M N 0 & R FLOOR MOUNTINGS MN0 & R FLOOR MOUNTINGS P & Q W & X , , N.W & X W & X D.NT:GATIVE DESIGN LOW .NEGATIVE DESIGN LOAD b.TSO,NEGATIVE DESIGN IUD(psf kSM.NEGATIVE DESIGN.LOAD A.S.D.NEGATIVE DESIGN LOAD W kS.D.NEGATIVE 0(9GN(LOAD Cod kS.IX NEGATNE DESIGN IUD(pd 30140 60 175.20 105 30 40 60 75 90 105 30140 60 75.90 105 30 40 60 75 90 105 30 40 60 75 90 105.30140 60 75 90 105 30 40 60 75 90 105 -0'OR LESS 12 10 101 9 8 8 1 6 6 6 6 6 5 12110 10 9 8 8 1 6 6 6 6 5 4 12 10 10 19 8 8 6 6 6 4.5 4 3 6 5 4 4 4 3 4'-0' 12 10 10 9 8 8 6 6 6 5 4.5 4 12 10 10 9 8 8 6 6 5.5 4.5 3.5 3 12 10 10 9 8 8 6 6 4.5 3.5 3 2.5 6 5 4 4 4 3 5'-0' 12 10 10 9 8 8 6 6 5 4 .5 3 12110 10 9 8 8 6 6 4.5 3.5 3 2.5 12 10 10 9 8 7 6 5.5 3.5 3 2 2 6 5 4 4 4 3 6'-O' 12 10 10 9 8 6.5 6 6 4.5 3.5 3 2.5 12 10 10 9 8 4.5 6 5.5 3.5 3 2.5 2 12 10 10 9 6 3 6 4.5 3 2 2 - 6 5 4 4 3.5 - 7'-0' 12 10 10 9 6.5 4 6 5.5 4 3 5 2 12 10 10 9 4.5 3 6 5 3 2.5 2 - 12 10 10 7 3 - 5 4 2.5 2 - - 6 5 4 4 - - 8'-O' 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 4 - - 4.5 3 2 - - - 6 5 4 - - - 9'-0' 12 10 10 5 3.5 - 6 4.5 3 2 2 - 12 10 8.5 4 - - 5 3.5 2.5 2 - - 12 10 4 2.5 - - 4 3 2 - - - 6 5. 3.5 - - - 10'-0' 12 10 7.5 4 - - 5 4 2.5 2 - - 12 10 5.5 3 - - 4.5 3 12 - - - 12 10 3 - - - 3.512.5 - - - - 6 5 - - - - i 1'-0' 12 10 5.5 - - - 5 3.5 2 - - - 12 10 4 - - - 4 3 - - 12 10 - - - - 3 2.5 - - - - 6 512'-0' 12 10 4.5 - - - 4.5 3 2 - - - 12 10 3 - - - 3.52.5 - - 12 10 - - - - 3 2 - - - - 6 513'-0' 12 10 - - - 4 3 - - - - 12 10 - - - - 3.52.5 - - 12 7 - - - - 2.5±2 - - - - 6 414'-0' 12 10 - - - - 4 3 - - - - 12 7 - - - - 3 2 - - 12 5 - - - - 2.5315'-0' 12 - - - - - 3.5 - - - - - 12 - - - - - 3 - - - 1.5 - - - - - 2 -16'-0' 12 - - - - - 3 - - - - - 12 - - - - - 2.5 - - - 11 - - - - - 2 - - - 6 - - - - - + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES, 1.ANCHORS TO WALL FLOOR OR SOLID WOOD SOFFTr SHALL BE AS FOUDWS: -1/4"/TAPCON OR TAPOON WITH ADVANCED THRFADFORM TECHNOLOGY ANCHORS.AS MANUF&7URED BY (� H V BLADE 0 R H V BLADE W� LT.W.BUILDS%W/MINNLW 1HREADE"PENETRATION AS INDICATED AT EACH SBCIION ON SHEETS 18&19. EXCEPTION:SEE NOTE 2 BELOW. �1A H V WINDOW BLADE WORKING IN UN I SO N 2.ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTINO TYPE U.SHEET 19 AND SHALL CONSIST OF LAG SCREWS AS PER N.DS.2012 SPECIFICATIONS. 3.SUBSTRATE SHALL COIIDSr OF THE FCUDWfN(. ♦SEE LLNRATIONS OF USE OF -SOUTHERN PINE Na 2 W/G--0.55(NDS) BLADE&ON SHEET 28 -DOUGLAS FIR W/G--050(N.WL) -SPRUCE PINE FIR NORM W/C A43(N.DS.) SPRUCE PIKE FIR SOUTH W/G-038(NDS.) -IIW.1/2'CD)L PLYNOOD(1986 APA) 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOLNIEN11ATIONLS AND SPECIFICATIONS OF THE ANCHORS MANUFACTURER. FLORIDA BUILDING CODE Yon High Velocity Hurricane Zone ©2D BERTHA LLHVTm ■ ■A■S S A Accordion Shutter System / z I L ECO !N c. ■ H.Y.BUDS 1 W OR W10 H.Y.WINDOW BLADE&H.Y.BLADE Shaffer Systems _N. OFscR1F110H DATE DRAWN BY: M.L k. i _ TILUT TESTING & ENGINEERING COMPANY Awoclation. Inc. I DID 11-194 04/13/15 Tawe 04/13/15 6355 N.W.36N.S7..St W%VRGWA GAROEM FL)Wd1 331 a: STATE OF L. Ph-,(30.5)871-1530 Fox:(30)871-1531 4268 Westroods Drive 2 DRAWING No -C 03R. 10110 `G ` mu®-01 91.cam West Palm Beach, FL 33407 ` moi,FS ... �� WALTER A.TILLLT Jr.P.E. 15-084 hiA S10�jgL ���`� FLORIDA U.B 44167 6 SHEET N�fihafURE/DATE 6 16 OF 18 MAXIMUM AN(HOR't' SPACING (in.) SCHEDULE FOR A GIVEN MAX SHUTTER SPAN NEGATIVE ASD DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEET 19) L_J B �E-3 T F;�Z AT E + NOTES ON ANCHORS REQUIREMENTS,• WOOD SUBSTRATES. SOUTHERN PINE No. SPRUCE PINE SPRUCE PINE 1.ANCHORS TO WAIL, FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 2 W/ MIN. G=0.55, FIR NORTH FIR SOUTH -1/ao TAPCON OR TAPCON WITH ADVANCED THREAOFORM TECHNOLOGY ANCHORS AS MANUFACTURED BY DOUGLAS FIR W/ W MIN. G=0.43 LT.W.BUILDEX W/MINIMUM THREADED PENETRATION AS INDICATED AT EACH SECTION ON SHEETS 18&19. MAXIMUM MIN. G=0.50 / W/ MIN. G=0.36 DMEPTION:SEE NOTE 2 BELOW. SPAN 2 (ft) B.O.WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS NDS 2 ANCHORS TO HOLLOW SHALL IF As PER MOUNTING TYPE U,SHEET 19 AND SHALL CBNslsi OF S &V S &V S &V TAG SCREWS AS PER NDS 2012 SPECIFICATIONS. 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: D NEDATNE DESIGN LOAD Oer.D.NEGATIVE DESIGN LOAD( AS.D.NEGATIVE DESIGN LAID Cpf -SOUTHERN PINE No.2 W/G=0:55(N-DS) 30 40 60 75 90 05 30 40 160175 90 105130 40 60 75 90 105 -DOUGLAS FIR W/G=0.50(N.Ds.) 3'-0 OR LESS 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 -SPRUCE PINE FIR NORTH W/G=0-%(NDS) -SPRUCE PINE FIR SOUTH W/(;=0.36(NDS) 4'-0 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 -MIN.1/2'COX PLYWOOD(1966 APA) 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 1.5 10 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE 6'-0' 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 1.5 9.5 8 ANCHOR'S MANUFACTURETL 7'-0' 12 12 12 12 12 12 12 12 12 12 12 10 12 12 12 10 8 8 8'-0' 12 12 12 12 12 12 12 12 12 12 0.5 9 12 12 11 8.5 7 7 9'-0' 12 12 12 12 12 0. 12 12 12 11 9 8 12 12 9.5 7.5 6.5 6 10'-0" 12 12 12 12 1.5 9.5 12 12 12 10 8 7 12 12 8.5 7 6 5.5 11'-0" 12 12 1.2 12 10 8.5 12 12 1. 9 7.5 6.5112112 8 6 5 5 12'-0' 12 12 12 1.5 9.5 B 12 12 0.5 8 7 6 12 11 7 6 5 4.5 13'-0" 12 12 12 10. 8.5 .5 12 12 9.5 7.5 6 5.k129.5 6.5 5 4.5 4 14'-0" 12 12 12 9.5 I 6 12 12 9 7 6 46 5 4 3.5 12 12 11 9 7.5 5 12 12 8 6.55.5 36 4.5 4 312120. 8.5 6.5 4 1.5 12 B 6 4.5 5.5 4 1 3 1- 1O HV BLADE ONLY LaIHuuHH FLORIDA BUILDING CODE (Yon High Velocity Hurricane Zone ```���,`�•. A. ��/T, Q 2015 EASTERN METAL SUPPLY,INC. 'oll F:�9' BERTHA HVTm IL E C O tn�. A■S■S■A■ Accordion Shutter System H.V.BADE 11 W OR W10 H.V.WOIDOW BLADE&H.V.BLADE American Shutter Systems REV.tk DESGRPn6N DATERAWN By. M.L.STATE OF TINT TESTING & ENGINEERING COMPANY a; Association, Inc.InC. + OLD++-+ss oa/+s/+s DATX oa/t3Its esss N.W.sa1n.sc.stoV sos,va+clNu 6AImTNs.nAI1�33+ 4268 Westro0ds Drive 2 ,,\ Phone:(305)871-1530.Fax:(306)871-1531 DRAWING No 4'��'�SS••...... `G `` '-ma®tilt-7-1- West Palm Beach, FL 33407 3 15084 4q���0NAI I#,,l' WALTER A TILUT Jr.P.E s FLORIDA ua.f x4167 SHEET P.E. SliZ79 GNATURE/DATE 6 17 OF 28 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR M HV & (1A HV* BLADES (AS APPLICABLE) MAX SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WITH HV BLADE n ONLY SHALL BE LIMITED TO 105.0 Rsf, A.S.D. DESIGN PRESSURE RTI G SEE SHEET 28 FOR MAX SPAN & 1/4"0 TAPCON OR S SIGN PRESSURE RATING FOR INSTALLATION WITH LADE i & WORKING UNISON TAPCON WITH ADVANCED iHRFADFORM TECHNOLOGY 1/4"0 TAPCON OR TH 1 1/2"Min.PENER1A710N TAPCON WITH ADVANCED Y... OF THREADED MEA TO THREADFORM TECHNOLOGY 1 I, I, /OOR • FJ(ISTING WOOD HEADER. �, W/1 1/2"Min.PENETRATION �y SEP�aN !F (SEE SCHEDULE ON SHEET 16) ti OF THREADED AREA TO 1 TO GASS(SEE I EXISTING WOOD HEADER 1 E ON ` �® (SEE SCHEDULE ON SHEET 16) 1'-- 12 FOR&ADE 1 I 1'Mn• 1/4-0-20x3/4- S.S. MACHINE SCREWS EXISTING W/ 1/4'-20 NUTS O 12'O.C. tinnL53r. K 1 oR 1© 1 FlNISH III I WALL o>< i '1:I `.?.?i. x '•ij;,`_.i n. FlNISHr: -0PfIaNAL :.. OR� e EXISTING MIR I I "�:`.: FlNISH H 2.4"WOOD EADER REQUIRED I I 1 OR®� 1 IXIx,$.GW OD 1/4'0 TAPCON OR E705f1NC Epy gpppMaN I 1 —HEADER REQUIRED 1 _ TAPCON W1Di ADVANCED TO CLASS(SEE I I 1 MIN.SEPARATION I I INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 0) HV & Q HV* BLADES (AS APPLICABLE). MAX. SHUTTER SPAN L+ OR L- FORINSTALLATIONS INTO W0001 WITH HY BLADEIn ONLY SHALL BE LIMITED TO 105.0 Dsf.-A.S.D DESIGN PRESSURE RATING, SEE S EET 28 FOR MAX SPAN & A,S.D WALL FINISH DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 1 WORKING IN UNISON 4'0 TAPCON OR 7APCON WITH ADVANCED L THREACOSTING— /-EDGE(IF APPLICABLE) TECHNOLOGY 4x6' W/1 Ilr 111n.PENETRATION WOOD SEAM REQUIRED. .z OF THREADED AREA TO STRUCTURAL ADEQUACY EXISTING WOOD HEADER. 1/4 20YO14'S.S. OF EXTS1tNG WOOD BEAM (SEE SCHEDULE ON SHEET 17) ,.Z;;TRUSS HEAD TO BE CERTIFIED BY ECSTING WOOD w- OR NINE SCREWS REGISTERED ENGNEER OR TRUSSES OR <IZ 1 19 ARCHITECT PRIOR To 1 112- RAFTER 0 2r W/O ,,Y4�20 NUTS SHUTTER iNsTAUATioN. O.0REQUIRED -1Z .a. 1/40 TAPCON OR WITH ADVANCED E(ISTLING SOFFIT THREADFORM TECHNOLOGY .25w W/1 1/2'MTn.PENETRATION —3/4*Max.OTHk. M- OF THREADED AREA TO #14.3/4 a, CONT.ALU nil =% M.TUBE MSTIND WOOD BEAM SMS./4' W/ (SEE SCHEDULE'ON SHEET 16) or TRUSS. @ or(@ (M3) EACH RAFTER To or1Q3 Or @ i LOCATE LAO SCREWS AT EXISTING MIN 2*x4' MIDWIDTH OF EXISnN(;WOOD Ex SITS REGIO MIN.SEPARATION OPEN MEMBER.(2-W�NOULMIL MOTH) -L�;S IL - T W"2 %-PENETRATION OF S7 T. VALID FOR (SEE SCHEDULE ON SHM7 12) S/1 N.,1�Z. INSTAILLATIO 72 Pd AT CUM OF TUBE. MAIL A.S.D NDSEZ LOAD AND MIA,sovimm -V MAX.SPAN.THIS TO aA11'%a TO QAqS M INSTALLATION IS ONLY VALID (S }jV WALL HEA .ON )ER INSTALLATIO 12 lot F N ON DUSTING -1i1SM§VjzcN GOR WOOD W/MIN.SPECIFIC p ON M25U. CLASS-----I 12�MACE OF UGLAS w 29 0.50 As Do ei, I OR FIR OR SOUTHERN PINE No.2. SHUTTER ASSEMBLY. ----OOR Q* OR EQUAL I-SEE SHEET 4 FOR TYPICAL 2-MOUNTING SECTIONS CAN BE COMBINED ANY WAY TO SUIT ANY INSTALLATION. (!)flY-GELLING-M1IALLAU-0A @)W CEILING INSTALLATION j ON MIN.SEPARATION I OR ;uw.SEFARATi TO GLASS TO CLASS COST! (SEE SCHEDULE �—(SSE SCHEDULE ON SHEET 12) GLASS\�l M.AMS(j)& ON SHEET 12) Na WALL �OCA FINISH LoIAnom 21.6"MIN.WOW 7RIOX3/4-HEX DECK REQUIRED WASHER HEAD TEK t (NO FINISH ALLOWED) 2'X6*MIN.WOOD I SCREWS 0 12'o.. 3 OR@ DECK REQUIRED(NO - OF DECK FINISH ALLOWED) IF APPLICABLE EQ1/4'6-20x3/4•SLS. EDGE OF D 1/"F.H.TAPCON OR /40 TAPCON OR 1. PHILUPS TRUSS HEAD IF APPLICABLE TAPCON WITH ADVANCED mI� MACHINE SCREWS �• ---� ..�.------•-- GE ..----" F.M.TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/1/4-20 NUTS 2- OF THREADFORM TECHNOLOGY %� 1/2'If. APPLICABLE OF.PENETRATION 0 12"O.C. A mill DECK IF W/=,Min.PENETRATION AREA 0 SILL PLATE ' 0 4 READED AREA 0 1/4-0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHI,6=-� MIDARCITH OF WOOD PILATE. MIDWIDTH OF WOOD PLATE. W/1/2"Mi-PENETRATION OF THREADED AREA INTO WOOD DECK. (SEE SCHEDULE ON SHEET 16) (SEE SCHEDULE ON SHEET 17) (SEE SCHEDULE ON SHEET 16) Hy WALK—OVER &BY WALL SILL INSTALLATION HV 0-0011 INSTALI-ATION njDR1DA SUlt DING CODE (Mon High Velocity Hurricane Zone) N.T#"' 40" 0 2015 EASTERN METAL SUPPLY,INC. BERTHA HV- I L 1E C ASSA n . . . Accordion Shutter System I 0 HX IAW 11 W/OR W/O KV.IIIINDOW MADE&KV.MADE huffer Systems dv.Nk OATS DRAWN BY-. M TILLIT TESTING & ENGINEERING COMPANY eriCafl aW RA 360.SL.SW 30rk VIRMNIA GARDM.FLORDk 331 IO Inc. I OLD 11-194 04/13/15 DAM- 04/13/15 P (30S)IT71-1530.Fax-(305)871-1531 4268 Westroads Drive 2 e—ft tat".0.0— West Palm Beach, FL 33407 3 DRAWING No WOW 6719 0 N WALTER A.TR.UT J,PY 4 15-084 P.E. # I Fixam Uk-111 44167 5 RE/DATE SHEET 19 OF 28 END INSTALLATIONS n HV & 1-A HV* BLADES INTO 2"x4" MIN. WOOD STUDS. 2'x4•YIN. WOOD STUDS. JAI t/IY 7APCON OR TAPWN +, WOW STUDS. (AS APPUCABLE) ADVANCED THRFADFORM 2':4'MIN.ROOD W���. TECHNOLOGY RW EDRDFX STUDS REO'D. 2'x4'MIN.WOODV"MabNLNONs O 0.0.G STUDS Rm'D. / t/2•MPL THREW FINISHPENETRATION INFO SKIDS OR I FINWI � w/MIN 1/2'TIOtEADEDExtsnNG GLASSPENEIRATpN TG 1/2'CDXLYWOOD F NO STUDS EXIST. (Df6TNC CIA'S 'Gus � / \ (7fISTINO G1A55 ZZ4,/z•MIN.GOX / \ YPL SF'MWATX X II _ -? PL P NPL SEPOMON s mEME ON SHEET QAss(WE1� PLtLYVOO�D. ." ; a � m /2 Mw.COX ,: soromucEa SPEC tz RA MKEmANI1/1s�xsW1rn aA0E0AED R a Emrw lvwooD. 1/ aNsc>ET za EmON SHIET 23 FM ( Y6FlN671 t/2'P�D WfFDR WALL MAEES(D&Q; 8 ®&PLATE.(LOCATE ,/ 9AOe6TO& FINM „g,•.AT EITH R SDE wM-rOF®)// S.W.S NQ' N�1 (p)p�.C• /toxidr SMS. %/a f016 aY 4 D t OR SEE DETAIL%SIDE CONNECTIONt OR®� To TRACES SEE MAL x FGR 4 .O � eSEE DETAIL%FOR SDE CDNL�CIIONSIDE CTo TR CKSS �•®' TO TRACKS '®�®•i 0•®� �.®.®.__'l��Y-©•®� 70 TRACKS �� •���'"�W'®� �'®�'®'�©•®� ©•�'©RJ•7O'®v fOv®�®•®-0.0- ©'�'®�©•Q•0� ®®�®'�`lw-l^l"�� ®'4�•®�®® END CONNECTION DETAIL END CONNECTION DETAIL Q END CONNECTION DETAIL(#) T>asrlNc END CONNECTION DETAIL Q 4 REQUIRED ONLY FOR SPANS GREATER THAN t2'-O' EOOSIWG QAs� 1/4.0 IAPCON OR TAPCON 1/4.0 TAPCON OR TAPCON �G1ASS WITH ADVANCED THREADFORM WITH ADVANCED THREADED TECHNOLOGY ITW BttuM TECHNOLOcr TrW BUIDEX 2'x4•MIN.WOOD ANCHORS W/1 t/2.lett ANCHORS w/1 1/2 YPL ♦ SEE LIMD'ATIONS OF USE OF TNRDNED PQ,ETibOION 7TPTF/1DED'E,E RATDN TO fl i STUDS REQ D, Icor mos 0 72.O.6 Prto STUDS 0 12'd.o. 016 oc m a � 4 BLADE 1A ON SHEET 28 sY2mAEoN�sEITAND 1/2.�' t�z DAR®n mAHD 4 FUR ONsFOR�ED FORR 9A pSHEET� T7AEFamh® 5 ___ — 1/2'LGN � D ——— -- •� 6 OR®OR�OR ©OR®OR(90R(o O R T 5 'MI AKN. DOR • 4-- 4 i. r6 OR Z. ����©���•®a> .. s®.a Q7.8 1 •®. WALL . 6 8 t FTNSH 2'x4'MIN.'WOOD WALL �Fy�� �•®�®'0°©•0�' STUDS REOD. ©OR®OR(9ORo LIEIN FINISH B:®�®'� -®°� PLAN . ©'®�®''cy-tL9•® O♦®s®•�0♦� _ DETAIL X END CONNECTION DETAIL © END CONNECTION DETAIL © FLORIDA BUILDING CODE on High Velocity Hurricane Zone 'kJ111-1 11 TI(C/T�A�/', 2015 EASTERN METAL SUPPLY.INC. ,,.P�c. . BERTHA HVTm �`� A 'S S A Accordion Shutter System z 1 E C 0 1 N C. ■ ■ ■ ■ H-V W OR W10 HX K7IJDOY!9u &H Y.9lADE American Shuster Systems DESCRIPTION DATE ORAWN BY: M.L TIWT TESTING & ENGINEERING COMPANY Association, Inc. t OLD 11-194 04/13/t5DATE: 04/13/15 STATE OF :�= 6 N.W.36tH.SL,Stn 361,VIRGPG GARDENS.FIO EA of PMro:(305)871-1530.Fm:(-65)871-1531 4268 Westroads Drive 2 DRAWING No e-and®tiN 19... West Palm Beach, FL 33407 s 15-084 'e. FS,'' ......-ION WALTER A.nLLf.1..P.E. e r1P.E.A/AS' gflj16ANLAs1 t1E/DATE FLORIDA L;c/4,B7 s 20 OF 28 * NOTES ON HD LOCKS AND CENTERMATES: 04®� 1. MANTIATORY CONDITION_"_ ONE 3� H.D. LOCK SHALL BE USED FOR (ANY SPA(NN ANDD INSTAND LLATION AT HEAVV�? DUTY SYMMETRICAL CENTERMATES, NDA-NSA AN INSIDE OR�UTSIDETIOCK, ATTACHED A© HEAVY DUATY SYMMEfRICA CENTERMATES WITH (3) #8 x 3/8" LONG FLAT HEAD S.S. M.S. LOCKING ° RODS ©ARE NOT MANDATORY, i.e. THEY ARE COMPLETELY OPTIONAL N8n a 2, MANDATORY CONDITION_#I LOCATION OF(3) H.D. LOCK SHALL BE AS „ Z Z INDICATED ON SHUTTER ELEVATION, i.e., FOR.S UTTER SPANS UP TO 105 F H.D. LOCK MAY BE INSTALLED AT MID HEIGHT OF SHUTTER OR AT 12" a MOVE OR BELOW MID HEIGHT OF SHUTTER. FOR SHUTTER SPANS GREATER THAN 105", ® H.D. LOCK SHALL BE INSTALLED AT MID HEIGHT OF !1 I SHUTTER. y 34 LOCA N s 2 y II ai t o 1NE-NDE - - z SEE END CODEs NNECTION TAILS O SHEET 24 TYP. FULL HEIGHT. OaR tae©+Oat TYPICAL (2) HV BLADE SHUTTER ELEVATION N.T.S. FLORIDA BUILDING CODE Yon High Velocity Hurricane Zone �`IN1111n 1111/req m 2015 EASTERN MET/LL SUPPLY,INC. BERTHA HVTm �EN 9 A S S A Accordion Shutter System /TILFEC70 1 M C. H.V.8M1 W1 OR W 0 H.V.WINDOW BIADE&H.V.BLADE • g ��'*_ TILLR TESTING $ ENGINEERING COMPANY AmerTCOn Shutter Systems .N DESCR[pneN DATE DRAM!sr: M.L o STATE OF oss Nw.3e0.S7.,Ste.nos,%u M wmENs,FLORM ass ASSOCTOtIOne Inc. , oln tt-1ea a/ts/ts w1e 04/73/75 Phone:(365=1--1530.Fm:(305)871-1571 4268 Westroads Drive 2 DRAWING No "toA1' P=��`��� °`® lis COT West Palm Beach, FL 33407 15-084 •,,,SFS,'., . ... • WALTER S A.T011r d,.P.E p� 5 SHEET P.E.�7��91)�2E/DATE FLORIDA ua a,�,5� 5 21 OF 28 POURED CONCRETE ANCHORS CONCRETE SEE SCHEDULE ON 1/4.0-20x3/4'S.S. REOUIRFD SF{FHT 26) MACHINE SCREWS USING CONCRETE ANCHORS 1/4'-20 NUTS O 6'O.C. ED CONCRETE (SEE SCHEDULE ON SHEET 26) IDL . 1. H�QUIRED EDGE OF-SLAB IF SFp'WO'ON I fc,FAD CABLE70 ON SHmT n)n)E schaxnz ' IXY9 ` 1 11 II I W.N.. ' casnNGi iiiOPTIONAL 1 1 I I ei l i EDGE OF i iAPP�CABLE AB IF uMN. IF EDGE OF YIN. SEPARATION TSOM (SFESCffWLE GLASS POURED IOx SHI1T 25) C.R, , POURED FLAT HEAD CONCRETE ANCHORS REQUIRED FLA EXISTING f1G 1, CONCRETE (SEE SCHEDULE ON SHEET 26) (SFE SCHEDULE ON SHEET 26) lI REQUIRED ® HD WALL HEADER INSTALLATION ® HD CEILING INSTALLATION ® HD TRENCH INSTALLATION ® HD WALK—OVER INSTALLATION EXISTING I TOIL I M I ARA I O GIIISS� SEPAPAMIN I 2 �� 105FW1 011 I O TO CU55 ' T°awe I (aE so+Enult t I (SEE Sa®ULE I I (SEE SHEET 25) ' ON SLEET 25) EXISTING GLASS—i SHEET T5) ' EXISTING ' ON SHt]IT 25) \ ' GLASS I 0 = GLASS 1 1 i ALTERNATE 1 1 �OFIION1"j i i i I ,I 114x3/4'HEXI AN04OR ' 'I #14X3/4'HEX WASHER OPTION/ -� i t i i WASHER HFaO I LOCATION i i 1 HEAD SCREWS O ,,y I TM SCREWS I6'O.C. i I O 6'O.C. I g CONCRETE ANCHORS i s (SEE SCHEDULE ON ©I ` + 7 I SHEET 26) #14x3/4' HEAD , TEK SCREWS 3'O.C. I I EDGE OF -- EO EO 16 OR 1/4.0-201SS.N.S. EE CONCRETE ANCHORS EDGE SLAB OF I 1/2' 1' STAB IF W/NUf 4 3'O.C.-- (SFE SCHEDULE ON APPLICABLE EO APPLICABLE 26) PHIWPS TRUSS HEAD - POURED MACHINE SCREWS I I CONCRETE E D.- NCRETE ANCHORS USING 1/4'-2C 11 I EDGE OF E D' POURED CONCRETE (SEE SCHEDULE ON NUTS O 6'O.C. 1 SLAB IF REQUIRED WALL REO'D. SHEET 26) APPLICABLE 1;6 Z/7 © HD FLOOR INSTALLATION POURED ®E HO WALL SILL INSTALLATION CONCRETE REQUIRED NOTE FOR COMBINATION OF SECTIONS: F© HD RAINGLIARD INSTALLATION INSTALLATION DETAILS W/ (2) HV BLADE 1-SEE SHEET 21 FOR TYPICAL SHUTTERSCALE: 3/8'=l" ASSEMBLY •E D.o EDGE DISTANCE 2-MOUNTING SECTIONS CAN BE COMBINED (SEE SPEOFICATIO14S ON SHEET 26) FLORIDA BUILDING CODE Non High VelocityHurricane Zone IN ANY WAY TO SUIT INSTAlATION. C 21315 EASTERN METAL.SUPPLY,INC. BERTHA HVTM ASSA IL E C O CNH:. Accordion Shutter System ��1g�+ HY.BLADE 1 W OR W 0 H.V.WINDOW BLADE&H.V.BLADE " *_ TILLIT TESTING & ENGINEERING COMPANY AR10rICOfl Shutter SystBmS DESORPTION DATE DRAWN BF. M.L. ASSUCIatiOn, Inc. 1 OLD 11-194 01/13/15 GATE: oa/T3/1s 6155 N.N.36M.SL.S .305,v9xa+u oARDDs.itJmtH]11 o'- DRAWING No Phone;(305)[1-71-1530.Fax:(303)871-153t 4268 Westroads Drive z 9�. p�D Up \�,`� a oa:tin-0-1— West Palm Beach, FL 33407 3 15-084 ., ,c'•. RI �`. EB-0006719 4 ��� WALTER A TILUT J,P.E , .........• ` �� n10RDA Lla/44167 8 SHEET P.E.' ��/DATE 6 22 OF 28 sEE END WALL CONNECTION DETAILS ON SHEET 24 IN `r�°`I�'"G GLASS INSTALLATION OUT 9o' I * SEE NOTES ON LOCKING RODS(D& HD�LOCKS ON SHEETS 21 122 HV BLADE SEE END WALL CONNECTION DETAILS ON SHEET 24 1 — --------- ----------------------------- OR CLAM 1 ORi 2 (soes 2e',I!A ALUM 1/2 35* 35 ANGLE W/(2 1/ I (OPTIONAL) 4* (OPTIONAL) TAPCON ANCHORS TO X14 a 3/4•S.Y.S.O 1Y (4) H.V. CONCRETE(TOP/BOTTOM O.C. MIN.SEPARATION TO GLASS M41 (4)�t4x1/2•SN.S. (SEE SCHEDUfE ON SHEEr 25) PINS (TYP.) I N (4) HVTo TUBE AT EACH PINSTYPANGIE.(1YP) 5 4 5 1 6 1/2' ( ) 90' 1/ 1• 1/2• INN-�/--+® 2' 20 31\\ N .1. 1 -1-Z-. - I- 3" t OR 2 * 33 31 OR 32 3 i oR 32 31.35 OR 32 HVA—HDA 4 (UPnoNAt)35* (a 35 HVC—HDC O O O (2)OR D(ISnNG GLASS HVB—HOB g 8 oR 6 OUT SYMMETRICAL HD CENTERMATES OR ---- SYMMETRICAL HD CENTERMATES W/ (3) LOCK INTERIOR) 5 W/ LOCK (EXTERIOR) 9 OR MIN.SEPARATION TO GLASS I N (SEE SCHEDULE ON SHEET 25) ®+®OR(1}0+ _—_---_---_ _—_—_—_—_ _—_—_—_ CONCRETE3 ANCHORS O � /--(� ' VARIES OUT 6 1/Y MA%.SLACK HVE—HDE POURED CONCRETE OR HVD—HDD CONCRETE BLOCK WALL FLORIDA BUILDING CODE Yon High Velocity Hurricane Zone `111111E1111111111/// O 2015 EASTERN MErAL SUPPLY,INC. BERTHA HVA+ P _ A S S A Accordion Shutter System L E C O IMC. ■ ■ ■ ■ H.V.BLADE 1 W OR W 0 HV.WINDOW BLADE&HY.BLADE TIWT TESTING & ENGINEERING COMPANY AmaHcan Shutter Systems eEscRimam WE DRAWN BY. M.L. Association. Inc. i OLD 11-194 04/E3/15 DAfe 04/13/15 • 6355 N.W.3C SL.Ste.3D5.VIMM GARDENS.FLORIDA 331 Phone:(305)871-1630.F.:(305)71-1531 4268 Westroads Drive 2 DRAWING No 9'•, 4, a-mea UR-0—Lcam West Palm Beach, FL 33407 V FZORIOP Ea-aoae719 15-084 WATER A TIU,IT Jr. E.P. SHEET P.E.'' /DATE " '�'"` 9 4167 23 OF 28 POURED CONCRETE OURED CONCRETE POURED CONCRETE OR POURED CONCRETE OR CONCRETE OR CLE OR CONCRETE BLOCK WALL REQUIRED CONCRETE BLOCK WALL BLOCKK WALL REQUIRED BLOCK WALL REQUIRED REQUIRED EXISTING GLASS 0015ING GLASS 2"MIN z-NG GLASS CONCRETE ANCH --EXISTING CLASST SS ® 16"O.C. I 1• j"- 1 2"MIN. MIN.SEPI ARATION MIN.SEPARATION i EQ • EQ I TO GLASS TO GLASS NTN.SEPARATION t MIN.SEPARATION 1/16'x3•MAX-------- (SEE SCHEDULE .(SEE SCHEDULE E GLASS tON SHEET 25) ( SCHEDULE TO GLASS (6063-T6)CONT: ON SHEET 25) 1/2' / SEE (LOCATE AT 6 (SEF SCHEDULE DATE..CLOSER / \ �� ON SHEEP 25) EITHER SIDE ON SHEEP 25) PURE (LOCATE 1/2 OF 5) AT EITHER SIODI) MIN \ I I O 1/2"MIN. OF 4) I *USE 1'OR 2•MAX. �74x1/z"S.M I ----- (AS APPLICABLE)x2"xt/6"x0'-2" I ----- #14x1/2"S.N. _—_—_ ® 16'O.C. _—_—_ ALUMINUM CLIP ANGLE 6 16'O.C. 4 \ (6063-T6 ALLOY)AT MIDHEIGHT 4 \ (2)1/4401TAPGONS ®TO®a ANCHORS TO WALL AT 1'D.C. 5 I E CO NECTIONSEE DETAI X FORY _\al (LOCATE AT EITHER SIDE OF®) SEE DETAIL X FOR © TO TRACKS SEE DETAIL X F° 4. SIDE CTO TRATIONCKS ® ® O ® ® SIDE CONNECR KS © O O ®� t) +OoR TO TRACKS 6+OOR®OR�+®OR G + 7 OR $ OR + OR TO TRACKS G + 7 OR $OR + OR +®°"®*® ®+® + END CONNECTION DETAIL END CONNECTION DETAIL(j) END CONNECTION DETAIL(9) END CONNECTION DETAIL n3 . ♦ REODUtm ONLY FOR SPANS GREATER TIW4 12'-0' POURED CONCRETE OR POURED CONCRETE OR 4 CONCRETE BLOCK WALL CONCRETE BLOCK WALL 4 _ REQUIRED—�..C'ET6�STIN}IG. GLASS REQUIRED DaSTINGGLASS -T 7/#142'S.N. OR®ORO.C. MIN.SEPARATION _______ MIN.SEPARATION To GLASS --------- - - TO GLASS CONCRETE 1/2•MIN. (SEE SCHEDULE 4 ------ - ---- (SEE SCHEDULE ANCHOR® ON SHEET 25) ON SHEET 25) 12'O.C. _____ CONCRETE ANCHOR R 5 Q 16" 1/2'ASN. u O.C. � 2•MIN. 2•MIN. E° --- PLA VIEW Y 5DETAIL END INSTALLATION s +�«� O°R®°�©+ ,OaR (2) HV BLADE INTO CONCRETE . OR +©0R®+® ®+®aR®*® CONCRETE BLOCK WALL. END CONNECTION DETAIL 5Q END CONNECTION DETAIL* FLORIDA BUILDING CODE Non High Velocity Hurricane Zone `` ��A. fl, /',' ®2015 EASTERN METAL SUPPLY.INC. ```` 15'• EN t. BERTHA HVTm 1L7TE7C:O �N�. A■S■S■A■ Accordion Shutter System V.BW)E III W OR W/O H.V.WINDOW BLADE do H.V.BLADE '* T1WT TESTING do ENGINEERING COMPANY American Shutter Systems DESCRIP" oAtc O�N11�'= M.L. 'fl'•, STATE OF :•�+ sass N.W.3r A.,s .W5.VIWMA GUMNS.TT0MA 331a 268AssWeOtion.road Inc.Drit OLD ti-tes 6yf3/ts DATE: 04/13/15 Phone:(30.55)871-1530.F-:(3115)871-1531 4268 Westroads Drive 2 DRAWING No _05c,'--, CORID `� rmaR �xaco0aol.com West Palm Beach, FL 33407 3 ' s ...•''G�``�` WALTER ALN1Jr.P.E 4 15-084 11,E`S/ONAL EN x1l FLORIDA Lk-g 44167 5 SHEET P.E. SgMrrr;/-QIfAeE/DATE 6 24 OF 28 MAXIMUM SHUTTER SPAN* * NOTES- "L+" OR "L-" (ft.) INSTALLATIONS W/ SYMMETRICAL (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE AS.D DESIGN PRESSURE RATING. HD CENTERMATES. ® OR ® L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE W/ ONE H.D. ® LOCK & NO A.S.D. DESIGN PRESSURE RATING. LOCKING RODS ® ♦ (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS OR FLOOR/CEILING: IULL CONCRETE&CONCRETE BLOCK MOMAso. M INSTALLATIONS GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, INSTAL t AMON LEGEND PRESSURE DETERMINE MAXIMUM SPAN 'L+"FROM SCHEDULE- GIVEN CHEDULE ���� � ��� WING ALL MOUNTING CONDITIONS GIVEN A NEGATIVE A.S.O.DESIGN PRESSURE RATING, (SHEET 22) (+ -) L-(, DETERMINE MAXIMUM SPAN 'L-'FROM SCHEDULE MOUNnN-S 50 OR LESS 18-0' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE WALL AA & EE 35 18'•-0' 18'-0" MINIMUM DETERMINED SPAN BETWEEN "L+"AND 'L MOUNTING 40 1 17'-4' 17'-10' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR FLOOR/CEIUNG BB, CC, DD, 45 16'-4' 17'-6' COM31NATIDNS IN BETWEEN WALL W/FLOOR/CEILING MOUNTING FF & GG 50 15'-6' 17'-0' MOUNTINGS: 55 14'_1p' 16'-10' FOR A GIVEN POSITIVE A.S.D.DESIGN PRESSURE RATING: 60 14'-2" —16-2 DETERMINE- 65 ETERMINE65 13'-8" 15'-6" Lt+- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2+= MAX. SAN FOR FLOOR/CEILING MOUNTING 70 13'-2" 14"-11 75 12'-8' 14'-S" 80 12'-3" 14'-0" FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING: as t1'-11' 13-7 DETERMINE-- WINDMINIMUM 90 11'-6" 13'-2' Li— MAX SPAN FOR WALL MOUNTING INSTALLATIONS. AS ZONE SEPARATION . 95 11'-3" 12'-10' 12-= MAX. SPAN FOR FLOOR/CEILING MOUNTING ASTM E-'1996 INSTALLATIONS. TO GLASS 100 10'-6" 12'-6" 705 FINALE MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 110 9•-s' 11-11 MINIMUM BETWEEN "Lt+: "L2+ 'q-2-"'Lt-"AND '2-" 1 THRU 3 1" 115 9'-7" 11'-6' (4)GO TO ANCHOR SPHEDULE WITH FINAL MAXIMUM 120 B'-B" 11'-5" ALLOWABLE SPAN AND MAXIMUM A.S.D. DESIGN 125 - 11'-2' PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR SPACING. 4 3,• 130 135 - 1U-9" 140 - 1dr-A. 145 - 10'-4' 150 - 101-2" 155 10'-0" 160 - 9'-10" 165 - 9•_6• 170 - 9'-7' 175 _ 9,_5. 180 - 9'-4' 190 185 - 9'-2- (2� HV B LA D E - 9'-O" 195 - 8'-9' 11LL1tup FLORIDA BUILDING CODE on High Velocity Hurricane Zone ```````���•.:•.••`/T� ®2015(ASTERN METAL SUPPLY,INC. `•�P: ENS BERTHA HVT*+ Accordion Shutter System1 A. SAL ECO N , H.Y.BLADE III w OR W/0 HV.WINDOW BLADE&H.V.BLADE TESTING & ENGINEERING COMPANY American Shutter Systema mscFnFnaN DATE DPAWN By, M.L. G3S5 Nw.36u,R.SYa]65.VRa NN CN DENS.FIAROA 331 ASsxiatiofl. Inc. 1 oLD 11-1s4 wAta/1s DATE o4/t3/ts Pt.—:(305)871-1530.Fax:(305)377-1531 4268 Westroads Drive 2 DETAINING No .� •. \�: e—ma7:tllteeooaolaom West Palm Beach, FL 33407 3 SSlONA1�eo`� waT1R®�T 719lr P.E. 4 15-084 'rAgl NMN` FLOWA Ua.0 44167 5 P.E. SRE/DATE s 25 OF 28 *SPECIFICATIONS ON ANCHOR REQUIREMENTS: POURED CONCRETE SUBSTRATE ANCHORS aNr.lcrsrn MAXIMUM ANCHOR* SPACING {'In" SCrHEDUL.E FOR A GIVEN, (A)ANCHORS TO WALL SHALL BE AS FOLLOWS: MAX SHUTTER SPAN MAXIMUM ASD DESIGN PRESSURE s,s m'awcoN la RATING ANDA CORRESPONDING MOUNTING TYPE Al)TO EXISTING POURED CONCRETE (Min. f'c = 3192 psi) FDR CONCRETE INSTAL f ATIONS — 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'TAPCON XL ANCHORS IS 2 1/4'. SPAN (ft) USE MAXIMUM VALUES BETWEEN POSIIVE AND NEGATIVE A.S.D. DESIGN LOADS A3)IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR.ANCHORS SHALL BE LONG ENOUGH TO REACH THE 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 A1)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR aFS CONSULT THIS ENGINEER. 8•_9. 8' 4 i j2' 3 1/2' — — (8) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE OR LESS ANCHOR'S MANUFACTURER. 12 B' 6' 4- 3 3/4' (C) SEE BELOW FOR MINIMUM REQUIRED EDGE DISTANCE FOR ANCHORS. 6' 3 1/2' 3' UP TO 12'-1' 10' 6- 4- 4- 4' 3 1/2' - - _ MINIMUM REQUIRED EDGE DISTANCE FOR ANCHORS UP TO MAXIMUM ANCHOR SPACINGS ARE VAUD FOR 7 1/2' 5 1/2' 4' — _ 3-EDGE DISTANCE FOR 1/4`0 TAPCON AND 3 5/8' EDGE DISTANCE FOR 5/16-0 TAPCON XL. } NOTE, •F VAUD ONLY FOR UP TO 10'-0'SPAN HV BLADE ONLY µp1°Luau FLORIDA BUILDING CODE Mon Ifigh Velocity Hurricane Zone ♦�`t�� C/p''rH »2013 EASTERN METAL SUPPLY,INC. BERTHA HVTm ' A=S.S.A. = "IL E C O im c. Accordion Shutter System — �C�— •*_ .Y.BLADE 11 W1 OR W/0 R.V.WINDOW BLADE k H.V.BLADE a:• �,t>xf nz TLLLTT TESTING 4 ENGINEERING COMPANY �B�can Shutter Systems mscap>ro„ CM UPAWN By-' M.L. 9 . em N.N.36th 61.5tc 333 wcmA G11NE1S, 331 Association. Inc. 1 a1.D 11-194 04/13/15 GATE: 04/13/15 {sos)621-1530.Fox:(305)871-t531 4268 Westroads Drive 2 rA Fss••.• .•••�0��� rrnoth.unecaoaoLcan West Palm Beach, FL 33407 3 �DRAWINIG No °"hr r�aN1ALtE�t.,�`� 6719 WALTM A.EB-000WJr.RE 4 --084P.E. SEAL/SIGNATURE/DATE F1Dne1'U`'8'416' 3 HEET6 OF 28 1 18750625" -------------r--------7---------- -�.-�-x.0625.1.0625" I 0625 i 1z• O!>�I MN. cE EXTERIOR I TO L.ZZEDGE-4 1A SECTION X-X / I 1IV WINDOW BLADE SCALE: 1" = 1 BLADE'S I/ .1875" I 3.0 OFNING .0625- 44 POLYCARBONATE IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE \ / 0.0625" RESINS, UV—STABILIZED GRADE OR SABIC — ;� INNOVATIVE PLASTIC LEXAN 103 RESIN FLAT PORTION' (SEE NOTE "F" ON SHEET 28). OF BLADE R1.7500" EXTERIOR 44 II / / a 1.3750" POLYCARBONATE SOURCES FOR HV WINDOW ;I APPLICABLE RESULT TYPICAL PROPERTIES STANDARD eA1m Nm�aiNE 02.8750 X REFERENCE uwWl•m'�I I 1 I I Pli)ffIC�L: /I ±5 3/4• i SPECIFIC GRAVITY ASTM D792 0.043 lb/in' 0.043 Ib�n / I ON I � CHANT/ TENSILE YIELD STRENGTH ASTM D638 9,400 psi_ 9,500 p.ai_2 7Val I ±2 1 4• FLEXURAL STRENGTH AT YIELD ASTM D790 12.500 p.sa. 13,400 p.e.L / FLEXURAL MODULUS ASTM D790 340.GGO p..i. 345.000 p.s.E. sBPI BE03.7500 )MBI TABS .0625 03.0000 NOTCHED 170D ASTIR D256 18 FT-bin 17 FT-Ib/,n OPI 625` F1RF R1IRNING CI IALtACTERISTICS: Y SMOKE DENSRY ASTM D2843 472% 64.5 X MAX \iRATE OF BURNING ASTM D635 C-1 CLASS C-1 CLASS �ISECTION Y—YSCALE: 1 = 1 -7500" SELF IGNITION ASTM D1929 1040'F 980'F WEATHERING: ASTM 0155 �hTENSILE STRENGTH AFTER WEATHERING ASTM 638 9302 p-i. 8840 p.a.L //IEXTERIOR ELEVATION TENSILE STRESS BEFORE WEATHERING ASTM 638 8461 p.ai. 8880 p.s.T.� I SCALE: 1" = 1" I I 120 BIADECE EDGE TYPICAL HY WINDOW BLADE AND SCALE: POLYCARBONATE HY WINDOW DETAIL FLORIDA BUILDING CODE Mon High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY,INC. A TI 'A.. EN CC/1�,� BERTHA HVTM F-7 I L E C O INC. A■S■&A. Accordion Shutter System H.V.BLADE 1 W OR W 0 H.V.WINDOW BLADE&H.V.BLADE *= TILi)T TESTING & ENGINEERING COMPANY American Shutter Syste.. a¢c�1wa DAM DRAWN 9r: M.L - Association, Inc. + oLD 11-194 D4/13/15 DATE: oa/13/15 a' STATE OF :Nr Dass N. 36u.St_.Sc 3M VMNIA cAMM nDRIDA 3316 Phorw:(305)871-1530.Fa:(30.5)871-1531 4268 Westrocds Drive z DRAWING No ��• LOR10A;\�k. o- o®De9.com West Palm Beach, FL 33407 s 15-084 `sS/ANAL ENG ` WALTER A nwr,m P.E 4 �h FLORIDA lin/44167 5 SHEET P.E. StAft E/DATE a 27 OF 28 (_,FNERAI_ uyIrwimn AND CONOTTIONS OF USE FDk BER7H.A 6)W BLADE IDE A$ Mk v- G gr7 -7 l„ / j�,, I "-yam 1.JINISON W(iH HV WINDOW BGA �yY ' �'' L As.D.DESIGN PRESSURE RATING:+114,-110 p sf. 2.MAX.SHUTTER SPAN:96• . S.ALLOWED MOUNBNCS A D.G&H ON SHEETS S.7;AS WELL AS a MOUNTINGS M.0,T,U&w ON SHEETS TS&19. Q mQoa a �4 aR 5 6hoOR ING f,63i BE� Y AT Ef017tIpR ACCESS OR Z&0Rq1UrE.AUp CF.HRRJE TVP.FA END ♦ , , ♦ S.(A)W WINDOW ELME 3 SMALL ONLYALLOW A MAXWUM OF 5 OPENINGS (370 HOLES)FOR 44 PER GLADE AT SPACINGS SHOWN ON SHEET 27. OF ANY 3 O• HOLE CLEARANCE QOSK41L BE le. EDGE of HV WINDOW BLADE 1�g ALLOWEp AT H✓ umi � WINDOW SLID£ (C)FIRST OR lJyS;T MADE COMING OUT FROM STARTERS AT ENDS MAY BE tN WINDOW BLADE'tW w ♦ , r (D)HV W1NDOw BIN}£i�MUST BE USED ALTERNATE TO A SOLO NY HLADE(D THROUGHOUT SHUTTER'S WIDTH. p (E}C(IIFRNATIS 5HALt.ALWAYS BE INSTALLED ADJACENT 7O A S0t)4 HV * • ♦ • BLADE(1 AT ERNER SDE OF THEM. SEE END 4 (F)POLYCARBONATE FN WINDOW 0 SHALL BE DWAl t m SO'DJAT TABS FACE CONNECTION THE INTERIOR OF THE OPENING BEING PRDTECTM.HV WINDOW"MUST BE VETNLS ON ♦ • , r ONLY INSTALLED AND LOCKED USING A FN SETTING TOOL PROVIDED BY ASSA, SHEET 11 TTP. im INC. FULL HEIGHT. 538 � Sg B.SFE ANCROR SPACING SCNEDtR.E FOR WSTNIA170N9INTO WOOD FRAME i P 1g�ry BUILDINGS ON SHEET 16,AS LIMITED BY SPAN AND ASLO DESIGN LOAD(SEE 2 e s$ NOTES I&2 ABQVE). �ffi 7.SEE ANCHOR SPACING SCHEDULE FOR WSTALLATIOFS INTO POURED CONCRETEOR CONCRETE BLOCK WALL ON SUMS-13&14 AS LIMBED BY SPAN AND ASD DESIGN LG4D(SFE NOTES 1&2 ABOVE). &MINIMUM SEPARATION TO GLASS SCHEP"PER ASTM E-M& Dry (gj(. TOP&PLAN F R R QUINEMETa3) WIND ZONE NINMUM SEPARAT-N TO GLASS NUM U WI 1 THRU 3 1• MIN.SEPARKDON SS EXISTING LxAss —_----- ELEVATION� ________-- SEEESH��%® Q a —s.as•.— ------------------ -- 61 S P. 'T t \� 4 AN 5OB �a� AarL /&E�fIEB{48921L1Q 6 '4J SYMM p CAL CENIERMA7E5 W/ OR AND��•,.� W/O (SEE NOTE a ABOVE) PSN""' \ T TYPICAL An HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE 1U SHUTTER* N.T.S. FLORIDA BUILDING CODE on High Velocity Hurricane Zone AFF..... ®2015 EASTERN METAL SUPPLY,INC. BERTHA HVTm 1 L E C 4 .NA.S.S.A. Accordion Shutter System v.r1 w OR W10 H.V.MXDDN BODE�NY MADE it= American Shutter Systems ft ? TILLIT TESTING & ENGINEERING COMPANY oFscmFnal DATE DRAWN By-- N,L sus N.W.ssm.sL,sta.505.47RGINU GvmOrs.EtoR¢W 331 AssoclatIon, Inc. I 410 11-184 04/13/15 DATE. 04/73/15 Phony:(305)871-1534.Fm:(3D5)871-1531 4268 Westroads Drive 2 �90,�:.,!oCQR10A,`r'\��? c-�1���9 West Palm Beach, FL 33407 3 DRAWING No �,r,M�iss........���?`\�� WALTER A TILLIT Jr.P.E. 4 15-084 P.E. 11 (DATE FLORIDA La 1 44167 s SHEET 6 --2R--DF 28 /REQUIRED MINIMUM •'•`'= INSTALLATIONS Wj n HV BLADE & HV CENTERMATES �A ek 1 1U A 6535•THICK .n. * �°.((+)1-_p83• L�__� MIR'ASDL GALv.V. GRADE m ;x.,M INTO METAL STUD WALLS MIO.c-eo cuSTEELb W 43NI• o METAL STUDS AT 16.O.C. I '-=---- 0 6'o.C. 40 41 �4w ® a NOMINAL 3 * GRAL LIM, CONDITIONS OF USE EVE FOR BERTHA R. HV BLADE ACCORDION SHUTTER 6063—T5 ALLOY REWIRED YWWUY I Min, ; - 430 N 12 2 SYSTEM INS'i-AL'LATION TO METAL STUD WALLS o 1 3/4•x 6 1/4'x 0.035•THK:IC Min. 43G 0 6•D.C.^. �j. SEPARATION TO GLASS SCHEDULE r 3M°°�°• COM.GALV.STEEL TRAC(CHANNa• ASTM A-653 GRADE 40 Sr..G-60 i o 6.O.C. 39 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, — 75 P.S.f. �WA �s ON EXISTING FINISH 1 a WIND ZONE MINIM /Lv(zA1)z,Fn6 UM AS APPLICABLE v SEPARATION QLENcnI+ 1• INTERIOR&FJ(1FIOOR FACE I 2. MAX. SHUTTER SPAN: 84" ASTM E-1996 TU GLASS —i MIN.SEPARATION EXISTING GLASS TO GLASS 3. ALLOWED MOUNTING: MS ON THIS SHEET. 1436 / LT 4"0-20X3" BOLT— SCHEDULE) 43 N 1 THRU 3 1" 1 Fxs11Nc FINISH "'r') 4, ONLY NTERMATE 21 W/ 24 HV LOCK ARE ALLOWED MUST PENETRATE t' 1 I AS APPLICABLE I WITH 21 AR GED N A METRICAL LAYOUT. 4 4- "'r' " P1373REQUIRED MINB/W I 1 USE 0 (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE 1 3/4,6 1/4'x 0.035'THICK Min.COM.CALv.STEEL TRACK CHANNEL I ¢30 43a ,, ,I � INCLUDED AT lOR OR INTERIOR ACCESS SIDE OF/STY A-653GRADE 4o Yfn.C-fi0 ,cALVAwFASTENED TO sn. I06•o.C. 0 6.00CENTERMATE. nT W/(2)f6x1/z'TEX SCREWS ON ,INTERIOR&EXTERIOR FACE Isj _ t/40-20 THREADS BLADE SLACK DETAIL HVF IS VALID FOR A3C Z4'0 ELCO CONSTRUCTION • W W `'i__ 1/2• 12 8 CENTERMATE 21 APPLICATION WITH BLADE 1Q PRODUCTS FAB—LOK HD REQUIRED MINIMUM W 1 ``:• 436 6•x 11/21 0535•T16GK ® 6-D.C. COMPONENTS IBn.ASA-653 GRADE 40 ::r:�'1.M°✓<:-':. Mn.c-so civ.STEEL 1 MS WALL HEADER/SILL INSTALLATION E)OSRNG FINISH AS APPLICABLE SCALE:HE t• METAL STUDS AT 16.O.C. (TYP.TOP&BOTTOM) ________ _ -- 13/4161/4•x 0.035'THICK Min. G- ZEXISTING GLASS - - - - ASTM A653 GRADE 4400 Min.G-60 .....� :... ..-....>....::::........._.. .. I I -' ED TO STUDS i'f:. Gr/(2) YEK SCREWS ON :•, W #60/2' I:;•.= �,. -. SYMMETf2YCAL .MIN..SEPARATION:•VAR1E5:..:. QNIp(t&EXTERIOR FACE �...;,,.. I_•,:.,., .�� ••SYMIv1ETR1fCAL I:•.:I 43d 43b 43c;.:: e. TES W/;s', '_:'`-::? ,: ; I: .CENTERMATES W/ .`: `. . TD CLAss z" .'.i i•+:^,�.....:•.. ,.. , ,:.'.:•:.... �`L�"r i '• is I i i I (SM SCHEDULE) :Max,,,;.. , I,: :.,....._::....:..: ,,,,, 1.:. ..... EXTERIOR ACCESS SIDE:;*' ''I !_ INTERIOR ACCESS SIDE : ' ' ;.I •-''I 4 6•(IYP. , — 1Nx SERwA7ION TO GLASSI N -- LOL SEFrrwroN TO GLASS IN ,4 W/IGOE I=(SEE�� 6"Min. W/011790E LOOK(a MEMO 12 24 - a A �} 4-- 2)42 21 --- 21 21 + + 21 LOCATED AT T 2 _ Hv HEADER/S1 ENDS VIEW Y -— --- --- --- -- ------ -- - ----- ----- --- - ----- 4 2 3 (6"Min.) 24 SIDE CONNECTION TO TRACK 3 1/4-(Typ.) 6 1/2•(TYP•) 7• 7" 6 1/2"MAX.SLACK ** (cont) HVA HVQ BLADE SLACK DETAIL HVF FLORIDA BUILDING CODE Yon High Velocity Hurricane Zone `j11111111111111///// m 2015 EASTERN METAL SUPPLY,INC. X;Ea ET!! BERTHA HVL+ 1 L E C O Ne. A■S■S■A. Accordion Shutter System V.BLAME 1 W OR W 0 H.V.WINDOW BLADE&FIV.BLADE *' W /./r :*_ TILUT TESTING & ENGINEERING COMPANY American iatioShut . Systems DESCRIPTION DALE DRAWN By'- 3/1 5355 N.W.36M SL,Stm 305,VIRGIMA GARDENS.FLORIDA 331 268Assa strop. IDri 1 010 11-164 Nu/13/15 DATE oa/73/is Pea":(305)871-1530.F:(305)871-1531 4268 Westroads Drive z DRAWING No -m69—nn West Polm Beach. FL 33407 a 15-084®�7 9�FS'••-••..•••f••`C?���` WALTER A TR.UT Jr.P.E. S1 4\1`` FLORIDA Ue.6 44167 5 SHEET P.E. �1JR��DATE 6 28A OF 28 1 Ll ECO iNC. TILLIT TESTING & ENGINEERING COMPANY WALTER A.nLLIT,JR.,P.E. tilteco@aol.mm PL PX_License No.44167 PRODUCT EVALUATION REPORT PL EB.LieemNo.ON6719 REPORT NO.: 15-0413.01 DATE: April 13, 2015 PRODUCT CATEGORY: Hurricane Shutters PRODUCT SUB-CATEGORY: Accordions PRODUCT NAME: Bertha H.V.Accordion Shutter System HV Blades 1 and 2 and HV Window Blade 1A SUBMITTED BY: American Shutter Systems Association, Inc. (ASSA) 4268 Westroads Drive West Palm Beach, Florida 33407 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID# 1906)to American Shutter System Association Inc. (A.S.S.A.) based on Rule Chapter No. 61G20-3, Method 1D of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2014 fifth edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code Change that may affect its limitations and conditions. 2. EVIDENCE SUBMITTED: 21 PRODUCT EVALUATION DOCUMENT (P.E.D.): Drawing No. 15-084, titled `BERTHA H.V. ACCORDION SHUTTER SYSTEM", sheets 1 thru 28 of 28, including 28A of 28, prepare4,bybTilteco, Inc.; signed and sealed by Walter A.Tillit, Jr., P.E.; dated 04/1is is an integral part of this Evaluation Report. �."°; ;fir NjeC•. /i .n. CT -t Cr- 6355 N.W. 36th Street, Suite 305, Miami,Florida.33166 -Phone: (305) 871-1530 -Fax: (305) 871-1531 PRODUCT EVALUATION REPORT NO.15-0413.01 2 2.2. TEST REPORTS: For HV Blade 4 Large missile impact and cyclic loadings under ASTM E 1886 and ASTM E 1996, as well as Protocols TAS 201 and 203, as per section 1609.1.2 of the Florida Building Code. Uniform Static loads in accordance with Protocol TAS 202. Test reports prepared by American Testing Lab (ATL) of South Florida, Reports No. 0214.01-03, 0715.01-03, dated June 27, 2003; and January 21, 2004 respectively, signed and sealed by William R. Mehner, P.E., and Henry Hatton, P.E., jointly with ATL reports # 1004.01-05, dated 11/16/05, signed and sealed by William R. Mehner, P.E.; # 1214.01-05 dated 12/20/05, signed and sealed by Henry Hattem, P.E. per Protocols TAS 201, 202 and 203 and completed With ATL Report # 0317.02-06, dated on 05/23/06 signed and sealed by William Mehner, P.E. also per Protocols TAS 201, 202 and 203. Large Missile. Impact & Cyclic loading under protocols TAS 201 & 203, and ASTM E 1886 & E 1996. Test reports prepared by American Testing Lab (ATL) of South Florida, Reports No. 0609.01-10, dated June 17, 2010, signed and sealed by Julio E. Gonzales, P.E. and report No. 0210.01-11, dated 02/22/2011, signed and sealed by Henry Hattem, P.E. Tensile tests as per QC Metallurgical Report No.3DM-388 and No. 5JM-1022, dated May 20, 2003 and November 16, 2005, respectively; signed and sealed by Frank E. Grate Jr., P.E., as per ASTM E-8, as well as Reports No.10FM-718, dated June 22, 2010, and Report No. 11 CM-223, dated 03/04/2011 signed and sealed by Frank E. Grate Jr. P.E., as per ASTM E-8. For HV Blade 2: Large missile impact and cyclic loadings under Protocols TAS 201 and 203, as per section 1609.1.2 of the Florida Building Code. Uniform Static loads in accordance With Protocol TAS 202. Test reports prepared by American Testing Lab of South Florida, Report No. 0422.01-05, dated April 22 thru June 15, 2005, signed and sealed by William R. Mehner, P.E., and Henry Hatton, P.E. Tensile test as per QC Metallurgical Report No. 5FM-578, dated 7/6/2005; signed and sealed by Frank Grate, P.E., as per ASTM E 8. �ve���4y•�C�I�tS'�rJ'F D����d � L o COR�3P 'Cu �"�. PRODUCT EVALUATION REPORT NO.15-0413.01 3 For HV Window Blade 1A Large missile impact and cyclic loading under ASTM E 1886 and E 1996, as per section 1609.1.2 of the Florida Building Code. Uniform Static loads in accordance with ASTM E-330 per section 1715.5.3. Test reports prepared by American Testing Lab of South Florida, report No. 0505.01-08 signed and sealed by William R.. Mehner, P.E., and Henry Hatten, P.E. Testing for Polycarbonate Bayer Makrolon 3103 for Fire Burning characteristics, per sections 2601, 2602, 2607 & 26.14 the Florida Building Code, per ETC laboratories report No. ETC- 07-1095-19015.1, dated 12 /14/07, signed and sealed by Joseph Labora Doldan, P.E. Testing for Polycarbonate Bayer Makrolon 3103 for Weathering / (UV exposure) per ASTM G-155 and ASTM D-638, per section 2612 of the Florida Building Code, per ETC Laboratories report No. ETC-07-1095-19015.1, dated 12/14/07, signed and sealed by Joseph Labora Doldan, P.E. Tensile test as per QC Metallurgical Report # 8GM-693, dated July 21, 2008, signed and sealed by Frank E. Grate, P.E., as per ASTM E 8. Qualification for Sabic Innovative Plastics Polycarbonate with resin 103, equivalent as per letter issued by Sabic, dated 7/97/08, addressed to Eastern Metal Supply, Inc., to approved # 9034 sheet grade with Miami Dade County Product Approval , addressing Fire Burning characteristics, weathering and structural.(mechanical) properties. 2.3. STRUCTURAL ENGINEERING CALCULATIONS: On Bertha H.V. Accordion Shutter System for maximum shutter span vs. design wind load, as well as maximum anchor spacing vs_ design wind load and shutter span based on rational and comparative analysis, and in accordance with section 1604 of the Florida .Building Code. Calculations prepared by Tilteco, Inc., dated July 31, 2006, May 23, 2008 and, July 1, 2010, and 10/27/2010 signed and sealed by Walter A. Tillit, Jr., P.E., and revised calculations dated 04/27/2011 addressing'New Mounting 11, sheet No. 7 of drawing No. 15-084. 3. MISSILE IMPACT RESISTANCE: Large missile impact under section 1609.1.2 of the Florida Building Code, as per ASTM E 1886 and ASTM E 1996, as well as Protocol TAS 201 (for HV Blade 1) and as per Protocol TAS 201 (for HV Blade 2), and--pe °4�ST E 1886 and E 1996 (for Blade 1A). � b ` P.CL�7 Y9{�i��s�aaC�®T1 PRODUCT EVALUATION REPORT NO.15-0413.01 4 4. WIND LOADS RESISTANCE: Accordion Shutter System has been verified to sustain wind pressures; Maximum Shutter Span for HV Blade I shall be as indicated on sheets 12 & 28A of 28 of Product Evaluation Document (P.E.D.), drawing No. 15-084. Maximum Anchor Spacing for HV Blade I shall be as indicated on sheets 13, 14, 15, 16, 17& 28A of 28 of Product Evaluation Document (P.E.D.), drawing No. 15-084. Maximum Shutter span for HV Blade 2 shall be as indicated on sheet 25 of 28 of Product Evaluation Document (P.E.D.), drawing No. 15-084. Maximum Anchor spacing shall be as indicated on sheet 26 of 28-of Product Evaluation Document (P.E.D.),, drawing No. 15-084. Maximum shutter span and anchor spacing shall be as indicated on sheet 28 of drawing No. 15-084. Accordion Shutter System with HV Blades 1, 2 & IA has been verified for code compliance to work as a non-porous storm shutter assembly, as per section 3.3.2.7 of ASTM E 1996 Standard. 5. INSTALLATION: For HV Blade I shall be performed strictly in accordance with details indicated on sheets 5, 6, 7, 8, 9, 10, 11, 18, 19, 20 & 28A of 28 of Product Evaluation Document (P.E.D.), drawing No. 15-084. Minimum separation to glass shall be as indicated on sheets 6 thru 11, 18 thru 20 & 28A of Product Evaluation Document (P.E.D.), drawing No. 15-084. Requirements for use of locks and/or locking rods shall be as indicated on Notes on sheet 6 of 28, note 10 on sheet I of 28 & sheet-28A of Product Evaluation Document(P.E.D.), drawing No. 15-084 For HV Blade 2 shall be performed strictly in accordance with details indicated on sheets 21, 22, 23 and 24 of 28 of Product Evaluation Document (P.E.D.), drawing No. 15-084. Minimum separation to glass shall be as indicated on sheets 22 thru 24 of Product Evaluation Document (P.E.D.), drawing No. 15-084. Requirements for use of locks and/or locking rods shall be as indicated on Notes on sheet 21 of 28 and note 10 on sheet I of 28 of Product Evaluation Document (P.E.D.), drawing No. 15-084. The HV Blade working in unison with HV Blade IA shall be performed strictly in accordance with Limitations included on sheet 28 of. drawing No. 15-084. Minimum separation to glass shall be as indiGa 18 and 19 of drawing No. 15-084. )ru- J Q PRODUCT EVALUATION REPORT NO.15"-0413.01 5 6. MATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheets 1 through 4 of 28 of Product Evaluation Document (P.E.D.), drawing No. 15-084 Anchor specifications for HV Blade 1 shall be as indicated on sheets 14, 16, 17 & 28A of 28 of Product Evaluation Document (P.E.D.), drawing No. 15- 084.Anchor specifications for HV Blade 2 shall be as indicated on sheet 26 of 28 of Product Evaluation Document(P.E.D.), drawing No. 15-084. 7. LIMITATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 2, 9, 10, 11, 12 and 13 indicated on sheet 1 of 28, of Product Evaluation Document (P.E.D.), drawing No. 15-084 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, wood frame and metal stud walls under the Maximum Span and Maximum Design Load limitations indicated on this drawing, as applicable. 7.4 Limitation of use of Blade HV1 used in unison with Blade HV 1A shall be as per sheet 28 of 28 of drawing No. 15-084.. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida EB-0006719). p e o TE OFA `� �.