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Home My WebLink AboutProduct Approval Florida Building Code Online Page hof 2 ex I.•- i, ddL1t3T2nZ BCIS Home Log In 3 User Registration j Hot Topics Submit Surcharge Stats&Facts Publications & FBC Staff 6'BCIS Site Map Links Search E Busines f� 3 Pr�feSS! ta1 Product Approval �" ess # USER:Public User Regulation Product Approval Menu>Product or Aoolication Search>Application List>Application Detail € t FL# FL1850-R10 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 lrodriguez@easternmetal.com Technical Representative Address/Phone/E mail 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 R; Validation Checklist-Hardcopy Received Certificate of Independence FL1850 R10 COI HV Accordion CI HVIiZ.pdf Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method i Option D https://flori dabuildi ng.org/pr/pr_app_dtl.aspx?param=wGEVXQvvtDgs9%2f%2RCOhpJQ... 2/15/2016 _Florida Building Code Online Page 2 of 2 Date Submitted 04/26/2015 Date Validated 04/28/2015 Date Pending FBC Approval 04/29/2015 Date Approved 06/23/2015 Summary of Products FL# Model,Number or Name Description 1850.1 Bertha HV Accordion-Blade 3 Extruded aluminum blades folded together thru knuckles and (HVHZ)Drawing# 15-081 retained by tracks to provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 R10 1I A.S.S.A. INC. drawing DRWG.15-081.pdf 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 FL1850 RSO AE A.S.S.A.INC. P.E:R DRWG.15-081_pdf psf positive ASD load and 13'-O"for 35 psf negative ASD Created by Independent Third Party:Yes load for one specific condition shown in span tables.See additional loads and spans on engineered drawings. 1850.2 Bertha HV Accordion Shutter Extruded aluminum interlocking blades retained by tracks (Combo)-hIVHZ-Drawing#15-079 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL18SO RIO II A.S.S.A.INC. DRWG.15-079.i3df 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 13'-2"for 30 FLISSO RIO AE A.S.S.A.INC. P.E.I'c. DRWG.15-079.Ddf psf positive ASD load w/o window blade,16'-0"for 30 psf Created by Independent Third Party:Yes negative ASD load for HVI blade w/o window blade for conditions indicated on schedule#1,sheet 12.And 15'-5" for 30 psf positive ASD load w/o window blade and 18'-0 for 30 psf negative ASD load for HV2 blade w/o window blade. See sheets number 12,25,28 and 28A of installation drawings for other spans and pressures. 1850.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 1 Only(HVHZ)-Drwg# 15- (top and bottom)for storm protection 080 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 R10 II A.S.S.A. INC. Drawing DRWG.15-080.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"and FL18SO RIO AE A.S.S.A.INC. P.E.R DRWG 1.5-O80.odf 14'-9"for 30 psf ASD negative load depending on Created by Independent Third Party:Yes centermates and locking rod configuration for the HV1 blade, 8'=0"for+64,-72 psf load for HV blade for Keystone mountings 7'-0"for+75,-75 psf for metals stud mountings and 8'-0"for 110 psf,for HV1 and HV1A working in unison. See sheets 7,11,20 and 19 respectively of installation drawings for other spans and pressures. Back Next Contact Us::1940 North Monroe Street Tallahassee FL 32399 Phone:850-487-1824 The State of Flodda is an AAJEEO 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 mail.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 provlde 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 here. Product Approval Accepts: 5CCllrlt'M1t[:rra1CS https://floridabL it diiig.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs9%o2f%2ftCOhpJQ... 2/15/201.6 GENERAL NOTES: i.BERTHA N.V.ACCORDON SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HIS BEEN VICRIFECD FOR COMPLIANCE IN ACCORDANCE WITH THE 2014(5th EDITION) OF THE FLORIDA BUILDING CODE THIS ACCORDION SE4UETER SYSTEM MAY BE INSIAULED AT HIGH VELOCITY HURWANE ZONES. DES CH WIND LOADS SHALL BE DETERMINED&I PER SECTION 1620 OF THE ABOVE MENTIONED WOE.FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONAL"FACTOR XJ=GEIS.USING ASCE 7-TO AND SHALL NOT EXCEED THE MAXIMUM(kS.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15.19&20. TH ORDER TO VERIFY THE ABOVE CONDITION,ULTUATE DESIGN WIND LOADS DETERMINED PER,ASCE 7-10 SHALL$E FIRST REDUCED TO A .0.DESIGN WIND LEADSAREA I e W BLADES(0 k A By MULTIPLYING THEM BY 0.6 IN ORDER To COMPARE THESE W/MAX.(A.S.D)DESIGN PRIES �S SURE RATINGS INDICATED ON SHEETS I I THRU 15, 19&20. GENERAL NOTES SHEET 1 IN ORDER To VERIFY THAT ANCHORS ON THIS PX-D-,AS TESTED,WERE NOT OVERSITTESSED,A 33 X INCREASE IN ALLOWABLE LOADS FOR WIND LOADS WAS NOT 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 SYSTEM COMPONENTS 21-37 SHEET 3 REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 -Hv BLADE(D;0214.01-03,J0715ZI--03,#1004,01-05,J1214.01-05,J0317.02--06.#0609.01-10 AND J02tO.01-11 AS PER TAS 201,TAS 202 AND TAS 203 PROTOCOLS &1122.0.01-10 AS PER TAS 201.TAS 202&TAS 203 PROTOCOLS LARGE MISSILE. AREA 2. EkV OLADE(1)AND W WINDOWR! A -H/WINDOW BLADE 0#0-90-9-01-08 AS TAS 201,202&203 PROTOCOLS AND 0725,01-08 AS PER TAS 702.PROTOCOL -[WHERE APEIM- LQ 2. KV BLADE(D AND HV WINDOW BLADE ARE ENGINEERED To WORK IN UNISON WITH EACH OTHOR UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DEMILS A-F,COMCRUE/13LOCK, SHEET 6 INISTALLA-TION DETAILS G-M,CONCRETE/81.6CK SHEET 7 -3.BERTHA N.V.ACCORDION PINS(W SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SIIALL BE#14X2.75 AND III 14X1.75 RESPECTIVELY,410-HT MINIMUM CEN7ERMATE DFTAILS HV SERIES STAINUCSS STEEL SCREWS WITH t3S.0 ke.YIELD STRENGTH AND 180 ksi TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA KV OACROSHIEU)COATING SYSTEM AS MANUFACTURTO By SHEET 8 APPROVED COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION-PINS MUST DEAR THE HV MARRING ON THEIR HEAD. CENTERMATE ALTERNATING DETAILS HV SHEET 9 4.ALL ALUMINUM EITRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM MELD STRENGTH FOR fjU64-T6 ALLOY 15 31.7 kst AND 35.7 k.-J FOR 6DD5-T5 ALLOY. END CONNECTION DETAILS 1-6,CONCRETE/BUDCK SHEET 10 5 STRENGTH AND SHAW COMPLY W1 FLORIDA BUILDING CODE S-OR CORROSION RESISTANT COATED CARBON MEM AS PER DIN 5C3018 VVITH 50 W MIN.YIELD STRENGTH AND 90 Mi MR.'TENSILE ANCHOR SCHEDULE- CONCRETE SHEET 11 ALL ATO BE STAINLESS STEEL 304 OR 316 ASS(SERIES MAXIMUM SPAN TABLES SECTION 2411,3.3.4. SHEET 12 6.BOLTS TO BE ASTM A-307 GALVANIZED SICEL.OR A51 304 OR 316 SERIES STAINLESS STEEL WITH$5 ki ANCHOR SCHEDULE-CONCRETE SHEET 13 MINIMU M MELD STRENGTH. ANCHOR SCHEDULE- CONCRETE SHEET 14 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE(D z 12,13,14.14&15 AND 20 ANCHOR SCHEDULE- CONCRETE BLOCK SHEET 14A ANCHOR SCHEDULE-WOOD SHEET 15 HV BLADE(D& WORKING IN UNISON: 12. 73& 15 INSTALLATION DETAILS M-R,WOOD _ SHEET 16 INSTALLATION DETAIL,;S-X,Wool) SHEET 17 8-THIS BERTHA H.Y.ACCORDION SHUTTER SYSTEM BEARS A US.PATENT#6'779,552.COMPONENTS OF THIS APPROVAI,ARE COVERED,IN WHOLE OR IN PART By U.S.PATENT#5'458,179 ISSUED TO END CONNECTION DETAILS EASTERN METAL SUPPLY,INC. 7-12&X,WOOD 44EET IB 9.IT SHALL BE THE RESPUNSIBlUTY'OF THE CONTRACTOR TO VERIFY THE SOUNDNESS Or THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE,CONTRACTOR To SEAL/CAUL,K ALL SHUTTER COMPONENT EDGES WHICH MOM'THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WINO/RRLN INTRUSION. AREA 3: W WINDOW BLADE (Al ONLY 10.EACH UNIT MUST BEAR PERMANENT LASU,IN A VISIBLE PLACE WITH WARNING NOTE-DURING G PERIODS OF HURRICANE WARNINGS HOME OWNER HV AND HO CENTERMATES AND ENGAGE OR LOCK ALL HV AND No LOCKS. . ..TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL TYPICAL SHUTTER ELEVATION SHEET 19 It-SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LocATION.AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.8.3 or FLORIDA BUILDING CODE.WE LABEL SHALL BE PLACED FOR EVERY OPENING,LABELING TO COMPLY WITH SECTION 1710.8.2 Or 111E FLORIDA COMPLY WITH SPECS INDICATED BUILDING UILDING CODC.- - .- .. AREA 4- W WINM.BLADE n1 ON I2.BERTHA H.Y.ACCORDION SHUTTER SYSTEMS INSTALLATION SHALL DICATED IN THIS DRAWNC PLUS ANY 13UUING AND(ZONING REGULATIONS PROVIDED By THE JURISDICTION WHERE PERMIT IS APPLIED TO. INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 13-(-)THIS PEED.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;I,..WHERE THE SITE CONDITIONS D&VATE FROM THE P.E.D. (b)CONTRACTOR TO OF RESPON9RIE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS PX-D-,PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DCCUMENIE.CONSTRUCTION SAFETY AT SITE S-T14C CONTRACTOR'S RESPONSIBILITY. (C)THIS P.E.D.WILL BE CONSIDERED IWAUD IF ALTERED BY ANY MEANS. THIS DRAWING SHALL ONLY BE USED To (0)SITE SPECIFIC PROJECTS SHALL 13E PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH IMUL BECOME THE ENGINEER OF RECORD(E.O.R)FOR THE PROJECT AND WHO WILL OBTAIN PERMITS IN THE STATE OF FLORIDA BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE RED.ENGINEER SHALL SUBMIT TO THIS LAFFER THE SITE SPECIFIC DRAWINGS FOR REVIEW ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER or RECORD THAT PREPARED IT. F1 ORI BUILDING CODE(High Velocity HUrriCone Zone 0 201.5 EASTERN METAL SUPPLY,INC. BERTHA HVT. N 0 Accordion Shutter System /7TIC AIS KV.MAW#1 W1 CR W10 HV.WINDOW RAM TILLIT TESTING & ENGINEERING COMPANY American Shutter System. REV-NII DESORPTION DATE DRAWN Sy, ML )cssociation, Inc. I OLD 11-193 z 6355 N.W.NX 3—St.StI.305,VIRCIRA WDOIS,FLORMA 331BE 21�� DATE:- 04/10/15 ,2-,- Ph :(3D5)971-1530�Fax:(405)8'11-1531 4268 West Roads Drive 2 West Palm Beach, FL 33407 3 DRAWING No 0-0000719 Phone: (800)432-2204 . Fax: (561)209-8380 15-080 WALTER A.Tit UT Jr,P.E. P.E.SEAL/SIGNATURE/DATE FLORIDA Uc.f 44107 SHEET I OF 20 '.FO W4maW 8UOE® @ N VARIES 1.918" 1.401" 1.200- 4. 5' 00'4,385" 4957' 4.999" r .375' m >• HV 90'180' STARTER 1O HV SOLID BLADE OI•IV UNIVERSAL FLOATER m `\ / COVERED UNDER US PATENT# 5458179 QUALIFIED FOR USE W QUALIFIED FOR USE W/ HV BLADE 1O ®.HV DIRECT MOUN7 HV BLADEt� to HV WINDOW BLADE 6005-T5 ALLOY AND TEMPER QUALIFIED FOR US�E W/ HV 6063-TB ALLOY AND TEMPER 'SEE LIMITATIONS OF USE OF BLADE©ON SHEET 19 BLADE AND �, I 6063-T6 ALLOY AND TEMPER 3.226' _1.500' 6063-T6 ALLOY AND TEMPER .373L7Y4" `R l I� oa5 s7o' ed' 2.670'7.000" (TYP.) q s. 3.556" .994' _ .070' 2.226' 072 ti 842 O 4.897' ` ^o o .815' .092" T - ---- O7 HV ADJ. ADAPTER WAIP m 4.436' 12 • ry 1.37s' 3.22s' 0.072' QUALIFIED FOR USE W/ HV �88]HV WALK-OVER TRACK � .920 (IHV M. FLOOR TRACK 6063-76 BLADE O QUALIFIED FOR UAE w/ HV `J HV TRENCH TRACK 1 55 3.750- ALLOY AND TEMPER BLADE1 QUALIFIED FOR USE W HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY A D TEMPER BLADE C ONLY. HV RAINGUARD BLADE OI 6063-T6 ALLOY AND TEMPER QUALIFIED FOR U W/ HV 6063-T6 ALLOY AND TEMPER VARIES 1.936" BLADE V 1.915' VARIES 1.936" 6063-T6 ALLOY AND TEMPER Max. - 1:917" D83' 08'l .07610b- qk 60' 670 .060 670 1.686' m' 670 Ga4 �'. 033' 529 5 3 •093' 2.0 93•c m . 670 • 11 HV CEILING HEADER (1-4 HV HEADERISILL 13 'HD CEILING HEADERISILL 3 Q LIFTED FOR USE lV HV BLADE 1 ONLY, QUALIFIED FOR USE W/ HV BLADE(�ONLY SEE SECTIONS FOR VALIDITY 6063-T6 ALLOY ANP TEMPER QUALIFIED FOR USE W/ HV BLADE(j) t 4 HD WALL HEADERJSILL SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063-T8 ALLOY AND TEMPER 6063-T6 A1LOY AND TEMPER BLADElO ONLY. 6063-T6 ALLOY AND TEMPER X COMPONENT A B T1 T2 MIN.X MN.Y MN t I MM 2` 5-MAX . 1/8- 1/8' y.--.. 18 2" 5'MAX. 0.192" 0.192' ® SIDE ANGLES 6 QUALIFIED FOR USE W/ HV ALUMINUM ANGLES 1s 2.5" 7-MAX' 0.190' 0.190• ® CORNER POSTS BLADE 1Q QUAUFIED FO USE W/ HV .-- - QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER BLADE Q1 ONLY; ® 2' 5'MAX- 0.139" 0.131' BLADE. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM 1L 01M �s�■�. � Accordion Shutter System _ H v. MAX#1 W/at W/0 KV.W1MM R.AM /.� American Shutter Systems REY.K. MCRIPI(M DATE DRAWN DY:......WL ❑ TiLL17 TESTING & ENGINEERING COMPANY - $T (1F :a Association, Inc. 1 ow 11-193 4/10/1 LATE 04/10/15 6355 N.W.36th 6t.,SW.305,YIRGP"A.GVt9ET15,F1LR1}4]]i �Q•�� tGr� Phone: 305 71-1530:Fax: 305;871-1531 4268 West Roads Drive Z ( )8 ( DRAWING No -(-3f'••..,��..•"�\� a-mqJ:tittaco0ooi.mm Went Palm Beach, FL 33407 3 ��E� Ee-0006719 Phone: (800)432-2204 -Fax: (561)209-8380 4 15-080 A fT WALTER TlUJ,P.E. P.E~Sb1t/Sl"TURE/DATE FLORMA Ue.#44167 5 SHEET 6 2 OF 20 z9" 4.570' 7 93' 1/4'-200/2; 1/F•-20 1E CAST 2.29)" •7�- P.334' 11A7 HEAD q,�P�, THREADED HOU9IiG EI - 1(C-25 S.SMS. 4.J &AFD PANIED THREADED E.C+1ST O Sop• 6A .� (2 TAP.) NOOSING EI(AVEA 1 Ilk .t ! CGR233 TUPN .062 m 875' n( m d 1.325__ oy'1 .318 _ 02! ev 0.454• n d:KEYS(C10,1M/E BPh6 C mATE) CHROI.E PUim 21 HV CENTERMATE 0's. 0 1.325 - ® HV LOCK HV EGRESS LOCK QUALIFIED FOR USE W/ HV BLADE&�ONLY FLOATING CEN �.�• h 6063-i6 ALLOY AND TEMPER QU FIED FOR USE W/ HV BLADE il& 1 ONLY 3.923• 875' m QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER HV CORNER CENTERMAT BLADE DO & ONLY. BLADE iQ& (I�ONLY- QUALIFIED FOR USE W/ HV BLADE01 ONLY y. 0r - I 250" O.D." m 18" 2.874' 6063-T6 ALLOY AND TEMPER PLASD HEAD 1.756" .9 2 401DFDTO 2.079'4.045'1.753' SCREW 360•A FrER RNEnN O+ N .825' BEFORE RNTNC 1/4" -20 x 3/41/4"0-20 RIVNUT* M S.S. THUMBSCREW • A 'm *5ERIES 9444 ALUMINUM(2024-T3 ALLOY)LARGE FUME THIN r I� ��p m o SHEET NUTSERT,PART j 0820,AS WNUFACTURED BY AVDEL '� PLAN FROM ELEVATION --I CHERRY TDaORN,PARSPPENI',NEW JERSEY 07054 OR EOUAt_ y' HV MALE "T" LOC CE TER ATE V ALTERNATIVE LOCK 'LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE(9ONLY � "HV FEMALE T„ LOCK CEN ” H TERMATE HV T" LOCK UFIED FOR USEQUALIFIED FOR USE W/ HV C QUALIFIED FOR USE W/ HV BLADE 0ONLY sos3-rs ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE MONLY W/HVJBLADE @i ONLY. BLADE 11)ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER'' 1.917 1.917 _. •p� 3.161 l 063• o .432 1.030 CYLINDER OR .214'm .063 .062" 1 KEY CYLINDER Z14' a q \/ .545' �D n �Tn 0.075'Min. .125"Mex. 31 HD CENTER A E NO LOCKI G ROD ® D CE ERM T LOCKING ROD a0 ��0 o 6 QUALIFIED FOR USE W/ HV BLADE(,q&Qg QUALIFIED FOR USE W/ HV BLADE 1)& 1 50A. 6063-T6 ALLOY AND TEMPER HD CENTERMATE°S INSERT #3 6063-T6 ALLOY AND TEMPER o VARIES, az'Iain. QUALIFIED FOR USE W/ HV BLADE 1O& 1/4'0-20 S.S.OR 3/8'0-16 1.130" 6063-T6 ALLOY AND TEMPER - .rILETAL THUMBSCREWS. Fr THUNDER tl/2' CYLINDF7i (5EE DE7Nl5) Do — OR KEY 1.57 Min. ANDER 1.78'Max. !� LOCKING RODS 373.0 1/4.0 ® HD LOCK QUALIFIED FOR USE W/ HV BLADE 10 i6 HV 3f80-16 ACETAL, HV 1/4" 0-20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2.333 HOOK BOLT LOCK. 6063-T6 ALLOY AND TEMPERTHUMBSCREWS ERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADED& I)INSTALLATION WILL REQUIRE A 7/16" HOLE QUALIFIED FOR USE W/ HV BLADE011 QUALIFIED FOR USE W/ HV BLADE(� DRILLED AT TRACKS FOR PROPER EMBEDMENT FLORIDA BOLDING COD Hi h Velocity Hurricane IOrle oe�s1 ' (ERA. Tj�� BE1RTHA H�/rMY.INC. ` "� Accordion Shutter System 01 I L E C® two. .A.S.S.�■ KV. RAM#T w/DR w/o KV. DOW NiN1311-CE r' �• Nx-7 American Shutter Systems REV.N. DESCR1PnON DATE DRAWN Br: MA. "9 7 TILL!T TESTING & ENGINEERING COMPANY Association, Inc. t OLD 11-193 /10/1 DATE: 04/10/15 \ SI'•,�. 6355 N.W.36th.51.,Ste.3a5,YIRQfGA GARDENS,RORIOA 331E � � 1c nF Phona (305)871-1530.Fax:(305)871-1531 M1268 Weat Roads Drive 2 DRAWING NO •'•. ( e-m't Gllecu®ael.cam West Palm Beach, FL 33407 3 _tC DTP,✓••�� c®-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 a 1.5-080 _ p WALTER A.RLLn Jr.P.E. p�V/ �y DAZE FLORIDA Gc.f1 44167 5 SHEET - 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR / HV f HV--@ 41 3/8 0 12'T MIN.. 1BIADEIT PCE 625' 1D HV BLADE 1 4 3 I j to 1675' Ea rnio �i 0625' .0625' HV BLADE 1A I I HV WINDOW BLADE 0625" 3 I C aN x-X I: a BLADE'S .1675' TS Y ® HV LONG RECESSED NYLON BUSHING I I zoo f n KNUCKLE 0 OPENIN .0625 3® HV SHORT RECESSED NYLON BUSHING 3 i � w 3 '!j ) HV NYLON HAT WASHER (DOR ® y I Fur eu�on R7.7 p� 47 HV WHEEL CARRIAGE AISI 302-303 SERIES i I I49 ® ! i /mz.e75o" X 0.870"x3/16' THICK NYLON WHEEL I I ® ;z 2 7/6'MIN. HV WINDOW 0.188"0 AISI 302 SERIES S.S. RIVETS I j I �i� 315"m _ SF�PLAR 03.00 ' .0625" 3.7500' SEEN I .0625' ® HV 1 3/4"ACCORDION PIN W/ j<8 HEAD * EXTERIOR OPENINGS ±s 3/4' -�4I m UN C NIERS wr_ .7500' HV 2 3/4' ACCORDION PIN W/ 7{8 HEAD 41 4 @ o I f 2 1/4' c moa�vanox -� •1-!a CLEAR ® POLYCARBONATE IMPACT RESISTANT HV WINDOW I i 40S TYPICAL HV WINDOW BLADE (1l� AND I I ri ssi i 3 - POLYCARBONATE HV WINDOW DETAIL Q OR ® 4 or ' N.T.S. .(SEE NOTE FOR j i I I REQUIREMENTS) j I @ OR ® %I=POLYCARBONATE IMPACT RESISTANT HV WINDOW I ! BAYER MAKROLON 3103 POLYCARBONATE RESINS, UV-STABILIZED GRADE OR SABIC * HV PIN RREQUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR I I Y --- -'� I 12'TORLME BO ME INNOVATIVE PLASTIC LEXAN 103 RESIN HV HV i � I I 01 OR (SEE NOTE F" ON SHEET 19). (1) HV PIN © SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1� OR ! Ny I POLYCARBONATE SOURCES FOR EXTERIOR HV (9 BLADE. TYPICAL SHUTTER ASSEMBLY ,Y„�p o� N.T.S. SWOORD HV PIN®2 OR t3 AT (2) HV PIN ® MAY BE USED IN LIEU OF ®AND ONLY AT BLADE's EXTCRIOR KNUCKLE. " " mw Im EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q mo324" 3 (SEE NOTE U FOR 6PECffK cMY Y Am m9z ana3 leAn' G.oa IS/o BLADE WHEN CORRESPONDING TO INSTALLATION I1 , SHEET 7. D4 .r ® REQUIREMENTS) TEn4lE YIEI-U 5R6NCIH ASN 0619 9.40(1—L 9.500-J.FIDNPAL STREHGHI AT VOM ASN 0790 lz._Pal. 13.0 P.vl (3) HV PIN © OR ® W/ 1/2" O.D_ 1/16" THICK S.S. WASHER © g' i l I ; j 'M_OUL s AsrN o7Po a. .coo P+ 345.000 p.'c/. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, SHEET �0 W+' NarzxaD¢oo ASN Gzx la rr-mAO 17 FT-a,A WHEEL CARRIAGE DETAIL SMOKE DENSITY Asm DZU3 472% a4a x NA% N.s. ASSEMBLY LAYOUT PNE 0'®.1ReaNG ASne v=_ a-1 cuss F1 aass N.T.S. SE1F IGWIION 0.5N 01929 1040 T 990 F 1F�THF-W10: N'1N 0155 iQ'OILESIRi•?x.Tl'PF11R NFAIHE9NC ASW 659 9302 Pu 9810 pe. nHV BLADE SOLID & (A HV WINDOW BLADE DETAILS TENSLE ESS BETUtEWE0OHEIt'G ASIN608 816'Pa,. esaD"` N.T.S. FLORIDA BUILDING CODE(High Velocity Hurricane Zone 0:* ..... �e 0 2015 EASTERN METAL SUPPLY, INC. �\ F, 9 L BERTHA H i TM ' Accordion Shutter System IL E � ea�. H.V. BLADE J1 W1 OR W/0 H.V.WINDOW BADE , �� 1 ? American Shutter Systems 6ev.No OcscmrnoN DATE DRAWN Br: M-L s TILL7T TESTING & ENGINEERING COMPANY •9 L n�� 't' Association. Inc. 1 0!D 11-193 /10/1° DAM 04/10/15 Ste.JOS,HRGH01 G4.40EHS.PLORM XN Piwnc (305)871-75X1 Fmt:(305)671-I53f 4268 west Roads Drive 2 DRAWING No --ss' #'to x .a:•tilt— oI.com West Palm Beach, FC 33407 5 p•� ©A+�` Ce}v,'E Phane: (800)432•-2204. Fox: (561)209-8360 ,y 1 5—oplJ +H `c.°- 4 WALTER A TXUT Jr,P.E P.E SEACJSlfR>1�FdRfa/ISISE FLORDA Uc.1F 44167 6 SHEET • G a QF ao /�� *NOTES ON HV LOCKS AND CENTERMATES' l'J� d5 �� e- 1.M$1(DATORY COAIDRiON 1E1: ONE HV LOCK Q1 or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'A%OE OP,6 1,(2 OF SHUTTER SPAN FOR SPANS UP TO 105',AND FOR INSTALIAT)OIJS AT ANY • a c �� ELEVATION. F V LOCK�or Qp MAY BE USED AS AN INSIDE OR OUTSIDE LOCH.ATTACHED TO I�1 OR�7 `L3 '� � CENTERMATES W/(2) 1/415-20 x 1/2"LONG FLAT HEAD S.S. M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON ''+✓ TYPICAL SHUTTER ELEVATION. 2. ONDITION 92 ALURHATE ON Al In Q'NLY FOR bOG$�=11.1 G 9 TWO HV LOCKS OR OR ONE HV LOCK OR W/TWO (�ex(4�a. ? LOCKING R�O'JD,S AT TOP &BOTTOM SHALL BE SED F R ANY SPAN AND IN ALLATIO AT ANY ELEVATION. HV LOCK K7 OR�g SHALL BE ATTACHED TO 1 OR Q CENTERMATES W/ SAME SPECIFICATIONS AS PER MANDATORY CONDITION ff 1. LOCATION OF LOCK/LOC.KS AS APPLICABLE SHALL,BE AS.INDICATED ON TYPICAL „„n_ SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE#3 ON SHEET 12. -NVR 3. 9=3N PMDffM J11; IF DESIRED,FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV N _ LOCKS OR Q9 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES II x OR 0 SHALL BE AS INDICATED ON NOTE(1) ABOVE. 4 oa�5�Da 6 oa�0 on`�5�4 °1® LOCATION OF LOCKS SHALL 8E AS INDICATED ON TYPICAL SHUTTER ELEVATION. �N ate= 5Gg �2 IS USD WIRVO HV LOGKST• LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY »BW _� a BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS P5 OR AN ALTERNATIVE DEVICE g� MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). �>Ko Roc-Nvc ��s i 5.MANDATORY CONIXnON&- ONE HV LICK SHALL BE USED AT CORNER CINIERMAIES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK or®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED.TO CORNER CENTERMATE W/(2) 7/4 0-20 x 1/2" LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS O 'S AT AT TOP & BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 23 sy Fav MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. x 6. 41 VAI T N �`gffi aiv3 ONE ALTERNATE HV LOCK MAY BE USED IN LIEU OF HV LOCK Q?or U FOR ANY SPAN AND j M c� IN DNS AT ANY ELEVATION. AL ERNATE LOCK® MAY BE USED AS AN NSIDE OR OUTSIDE LOCK.ATTACHMENT v ® OF 1/4'0-20x3/4"S.S.THUMBSCREW TO 0 OR Q CENTERMATES SHALL BE MADE W/ 1/4'6-200/4"ALUM. RIVNUT AS SHOWN ON SECTION HVE, SHEET S. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER.SPAN. 7. MANDATORY COPi^'^..^,N J3 FOR KE WO=-�MOIR±TM INSTALLATIONS: ONE HV LOCK®or or®SHALL BE SEE END USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP CONNECTION TO 96',AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK 0 or 0 or Q WAY HE USED AS AN INSIDE OR DETAILS ON 0 r [ N I J K LM R 0 A v w x OUTSIDE LOCK, ATTACHED TO®or®SYMMETRICAL CENTERMATES W/(2) 1/4"-20 x 1/2" LONG FLAT HEAD S.S. SHEETS 10& HEIGHT. OR 11 M.S. Q TOP OF LOCK AND BOTTOM S3 COM13E AS INDICATED ON PLETELY MANDATORY. SHUTTER ELEVATION. USE OF LOCKING RODS Q W/ 5(§ OF CORNER 1F41m 1P10DI --- CENTERMATE *NOTES ON H T LOCKS AND CENTERMATES: Qaa�w®+Oaa®oR10+O3 g1.�S,FMN9 ALTFRN,:TE TO MANDATORY CONDITION#1 VALID ONLY FOR FN'1'LOCK® AND QDIj MATES 96 AND O © Q'© ONE ALTERNATE HV'T' LOCK®MAY BE INSTALLED IN LIEU OF HV LOCKS 0 OR®FOR ANY SPAN AND 10+1 5 + 3 aR i 1 aR 1F75TALLATION AT ANY ELEVATION.ALTS NAR TE LOCK Y BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF LOCK 0 INCLUDES USING REINFORCING LOCK ,AS SHOWN ON SECTION HVG,SHEET 9, WHICH MUST BE CONNECTED TO CENTERMATES I&AND®W/ 1/4"0-20 x 1 1/2"LONG S.S.THREADED BOLT W%7/8"0 x 3/32' WINGNUT OR W/ 1/4'6-20x1"S.S.M.S. INTO A 1/4'6x 5/8"RIVNLDS! LOCK MAY BE INSTALLED AT MIDSPAN OR 12' VE ANDAND ROTOM IS MA *NOTES ON HD LOCKS & CENTERMATES: 1• : ONE ALTERNATE HD LOCK(D MAYBE USED IN UEL OF TYPICAL n HV BLADE SHUTTER ELEVATION HV_LOCKS OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK®MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK TO(9 IS W/3#8 x 3/8"F.H.SS.M.S.,AND INCLUDES REINFORCEMENT INSERT(g AS SHOWN ON SECTIONS HOB- AND HDC-HVC, SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS Q IS COMPLETELY OPTIONAL FLORID BUILDING CODE( igh Velocity Hurricane Zone, 't. GENS •• // m 2015 EASTERN METAL SUPPLY,INC. �j BERTHA HVTM ® �IIa �� Accordion Shutter System �/ 101F U. I MAIM#1 w/OR W/O RV Wr�w RADE -O i( � 71LLIT TESTING & ENGINEERING COMPANY American Shutter Systems REY.N. DES Imam DATE DRAWN BY. M.L. Association. Inc. 1 00311-183 4/10/15 DATE: 04/10/15 •• -' `D,:• 6355 KW.36th.St.Ste.305•VIRGINIA UMUENB,FLORIDA-1310 4268 West Roads Drive 2 s�' Phone:(305)871-1530.Fax:(305)871-1531 DRAWING No e-mall:Nteco®aol.com West Palm Beach, FL 33407 3 G p =s$�yNAI-`•.•'� EB-OW6715 Phone: (800)432-2204 . Fax: (561)209-8380 4 �J—OOO rY,•r' WALTER A.TIUJT Jr.RE P.E.SEAL/SIGNATURE/DATE FLORIDA I.is.#44167 55 I I E 20 POURED CONCRETE POURED POURED OR CONCRETE BLOCK CONCRETE REQUIRED .-1/4"0-200/4'S.S. CONCRETE REQUIRED CONCRETE ANCHORS CONCRETE ANCHORS MACHINE SCREWS REQUIRED (SEr SCHEDULE ON CONCRETE ANCHORS (SEE SCHEDULES ON W/1/4'-20 (SEE SCHEDULE ON SHEET 13) SHEET 13) /-SHEETS 13& 14A) NUTS® 12"O.C. ---- 12 OR 14 Min. 1/4.0-20x3/4"S.S. Nin. --- 17 OR 18 EQ' EO- MACHINE SCREWS ___ EO EO USING 1/4"-20 NUTS 2• 12'O.C. 1/• /2' E D.* .250•Max. an 13 OR 15 � E.D � i i sr I .D• \ TT ' OPTIONALMN.SETY¢7ATK1NMIN. SET'ARATIONTO CLASS(SEE i . CLASS 7zff. ®� (SEESCHEDULEON ON 1 -lI EXISTING EXISTING IIT 19FOR ' 1 OR MIN,SEPAfiAl70N ' /^� GB—� SHEET 1 f) GLMS EL DEO&� TO GLASS I•' rl (SEE SCHEDULE ON EXISTING SHEET 11) ' HV WALL HEADER INSTALLATION ©HV WALL HEADER INSTALLATION © HV WALL HEADER INSTALLATION EXISTING EXISTING GLASS—a G� -i I MIN.SEPARATION ' 1 MI I 1 OR ®* 1 EXISTING TO cl ASS t SCFfEOUfE ON SlIE2T Az � (SEE SCHEDULE.ON �{(� it FOR.EVDE AND r�r� rh MIN.SEPARATION SHEET 11) �y i ON SFEET 19 OR a TO GLASS I. BIADaES I&® {,z1 (SEE SCHEDULE O 1-- � I � SHEET ii) j OPTIONAL1/4'77' OPTIONAL i' i �1/4'Mox.1 13E. D.* ii i •D. RV 19 LEQ EQ 1/7 r' 13aR 14 -- - 1/4•tl-20x3/4'S.S. MinEPHIWPS TRUSS HEAD 1 '0-20x3/4'S.S.PHILLIPS MACHINE SCREWS USINGCONCRETE ANCHORS ✓ TRU5S HEAD MACHINE SCREWS CONCRETE ANCHORS i• 1/4"-20 NUTS® 12"O.C. (SEE SCHLT)UI ES ON POURED CONCRETE SHEETS 13& 14A) \ W/1/4'-20 NUTS® 12°O.C. (SEE SCHEDULE ) Min. POURED CONCRETE SHEETS 13&14A) OR CONCRETE BLOCK OR CONCRETE BLOCK NCRETE ANCHORS REOUIRF� WALL REQUIRED O HV WALL SILL INSTALLATION (SEE SCHEDULES ON HV WALL SILL INSTALLATION POURED CONCRETE SHEETS 13& 14A) OR CONCRETE BLOCK WALL REOUIRFO HV WALL SILL INSTALLATION A Ike NOTE FDRCOMBINATION SECTIONS: INSTALLATION DETAILS W/ 1-SEE SHEET 4 FOR TYPICAL SHUTTER *E.D.=EDGE DISTANCE _ ASSEMBLY (SEE SPECIFICATIONS ON SHEET 13) O SEE LIMITATIONS OF USE FOR � 2-MOUNTING SECTIONS CAN BE COMBINED BLADE(BON SHEET 19 \1/ HV B LA D E IN ANY WAY'IU SUIT ANY INSTALLAFIT ...... . dTit ^ FLOR1111Q BUILDING cO E High 11clocity Hurricane Zone ©2015 &STERN METAL SUPPLY, INC. o -co ,... �± BERTHA HVTM ' 1L E c o ,. A.S. ® Accordion Shutter System t H V.BLADE#1 W/az W/0 RV.vwNovn MADE American Shutter Systems REV.Na DESCY4WIION DATE DRAWN BY: U.L TIWT TESTING & ENGINEERING COMPANY Association, Inc. 1 «n 11-tai •'•. 1tY�i• C` N3C5 tl vr.36(M1 sc.9n.3W.w6irM<:NiCtNS.FLaftIJA JJ16 /10/i 61TE 64/IOf 15 Ph.- (30.5)871-1530.Fax:(305)871-1531 4.265 West Reads Drive 2 a A dr:URecoOa.I.— West Palm Beach, FI_33407 3 DRAYfING NO ��sS1ONA1�;}r E8-0008719 Phone: (800)432-2204 . Fax: (561)209-8380 / WALTER A.RLUr Jr.P.E. P,E.fSEIil./S�1GNA7URE/DATE FLORIDA Ua.9 44167 s SHEET e 6 OF 20 POURED CONCRETE ANCHORS j I �• SEE SCHEDULE ON SHEET 13 T MN�' 10 OR CONCRETE { ) f ro a+.<(sE i ` i X REWIRED EDFn1 c a+�i EDGE OF 71 FAn rn,1>g 1f)affil , 1 i fcvraa i i r_.... ELAS IF i 'I i t EQiDLLL f Y 1 Mat t1PAItATKN f I VJ -D. APPLICABLE EXISTING neR-:dQ® I ^H¢T ff) ro aA� m / GlASS1 EXTING GLASSm SHEET. L I ALTERNATE i i I`i C•�� \ i ; SFRET 11) y I V I LOCATHEX ANCHK0IN t 1 WASHFR4HEA0 X _ 4 i i i f 7IX SCREWS 11111 1 1 DR 1 OR 5 . i 7 1GN. �12'O.C. 1 I I IXISi1NG i I 1 i 3/8'MR ,CONCRETE ANCHORS I I `I GLASS-' ' 11 i I I rl t(l �; .... / (SEE SCHEDULE ON 8 ��J Lji SHEET 73) E EDGE OF ISDNG I I LAB IF GLASS EDGE OF—•�MX'l j I / EDGE OF / i APPLICABLE I �F APPLICABLE To (9Y APPLICAGLE E0� APPLICABLE I1FOR E9Ai wi ®. POURED POUSIMRED am SEtT 19 Yat 1 OR CONCRETE I CONCRETE IQ aAus e 49 REQUIRED -.D. E.D.* REQUIREDFLAT HEAD CONCRETE ANCHORS POURED FLAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 14) REQUIRED ONCRETE (SEESCHEDULE ON SHEET 14) I& HV CEILING INSTALLATION () HV FLOOR INSTALLATION t .(I HV WALK-OVER INSTALLATION, 11 TRENCH INSTALLATION VALID ONLY FOR UP TO+70,-75 PSf AAS•D. DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE J4,SHEET 11 i MN cvARAipN 1 'CONCRETE ANCHORS �GaF sarmae arr I s EXISTING (SEE SCHEDULES ON um n) GLASS----j MIN.SEPARATION i I SHEElS 14& 14A) D(ISIING _ 5—T TO GLASS i IXISRMC FJOSIWG �y� ay GTAS.S i O ; Ali �_ �(S[E SCHEDULE ON ` I LI-/ GLASS--T MIN.SEPARATION 1 i---scE s EDUL s . I I i i SHEET 11) li I TO GLASS ,t 1/4"o RW M=6 TAPCYXT W (a+s9xr 11) —(SEE SCHEDULE O I / ADVANCED nrtgwFay Ol t ? 1/4" SHEET 11) rM1� TERING Wl OR 1/4.0 TUNERS 1/a• I-MAX'. AAM FASTS FIRS TAPPER+ANWOS W/ MAX. JZ• 1 J/4'NTN.EUMAWENT®V —. OR 1 5 1 1 10x3/4'HIX O.C.FOR UP TO 6'-V SPAN AND elVo-�/W/4, MIN. WAST TCRHEAD 4'O.C.FON SPANS[ARM TANC-O'UP TO tY-0•IWC APPLY1 B. TIX SCREWS I SEALANT AT EVERY FAsmtR FM#14x3/4" HIX HEAD . l. ® 12"O.C.. �� ITEK SCREWS 8 9"O,C- 11 IOYP.)(�NolE}t Ott 51¢ET 11_ __ 14x3 4"S.D.S. 1 B / FOR LNMMIONS) 3/OR 1/4"a-20 SS.M.S. CONCRETE PNCHORS _ 6 + 7 3/6 / r1 i 1 CONT. NUT®9'O.C. (SEE SCHEDULE ON n 1 m 9"0.C. 1/4SEALANT—SHEET 14) r ._.. ___ aX.----- ------ 17 aR 181SI ,4;, S#14x3/4"F.H.S.D.S. ;{ .. / CONCRETE ANCIIOT.5 SEE NOTE 13(0) E%ISRNG NON SIRUCRIRAL EO POURED CONCRETE (SEE LES O SCHEDULES ON SHEET 1 .D OR CONCRETE BLOCK SHEETS 13 U 14A SFE NOTE 13(b) 2.00' MIN. • WALL TRM(DECORATIVE REQUIRED ) •':.1::•• E:D, STEL) POURED CONCRETE ON SHEET 1 OPTIONAL. POURED EDGE OF OR CONCRETE BLOCK '< MIM.•y POURLO CONCRETE CONCRETE SLAB IF HV WALL FLOOR INSTALLATION REQUIRED RTAUPIED HEUUIREU APPLICABLE •.:.:• a.; OJ HV ....EDRAIARD INSTALLATION t U HV WALL WALK-OVER INSTALLATION R. ®KEYSTONE MOUNTING INSTALLATION MAXIMUM ASD.DESIGN PRESSURE:+64-72 ImF NOTE FOR COMBINATION OF SECTIONS; MAXIMUM SFMTER SPAN B'-0' FD.=EDGE DISTANCE THIS INSTALLATION SHALL BE t-SEE SHEEP 4 FOR TYPICAL SHUTTER E SPECIFlCATIONS ON SHEET 13) RADJAC N TO AN OPERABLE EXIT SFE UMAAIK)NS OF USE FOR INSTALLATION D ETA I LS W/ T H V B LA D E ASSEMBLY BLADE A ON SHEET 19 2-MOUNTING SECTIONS CAN 8E COMBINED OR ENTRANCE IN ANY WAY TO SUIT ANY INSTALLATION. ...... sii is O U BUILDINGCQ high VelocityHurricane Zone CQv 0 2015 EASTERN METAL SUPPLY, INC. LI ` �:01 BERTHA HVTM A■S,S■A■ Accordion Shutter System � / a H.V. MAIM#1 W/OR W/O RV.WINxM'BLADE t American Shutter Systems REV.NO DESCRIYRON DATE DRAWN LAY: ILL e TICCIT TESTING k ENGINEERING COMPANY •% ZP�Q�:• UJ55 N.W.'3Uth.ST.,St.303,ViRatYA GARDENS,FLORIDA 331 Association. Inc. i OLD 11-193 4/10/15 GATE: oa/to/is Phone: 305 871-1530.Fax:(305)871-1531 4268 W6el Roads D,N. ( e- ( ) Wast Palm Beach, FL 33407 2 DRAWING No �i� ......... mall:ttltew®aOl.wm 3 15-080 OFcaSVIO��\! EB-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 4 1 C 1� WALTER A 11UJT Jr.P.E. P.E'" FLORIDA Lic•@ 44167 6 7 SHEET or 2O SEE END WAC CA 0 ETS 10 & 18 SEE NOTES ON LOCKING RODS®,W LOCKS orQ OUT 90' IN r l EXISTING cvsS INSTALLATIONS W/ 1 HV **AND ALTERNATE HV LOCK G ON SNEET 9. if ELADE SLACK DEEAIL WVF IS VAUD FOR ALL BLADE W HV CENTERMATES CE1rtQ1MATE5 APPLICATION WRW 9LADE0 OR SEE END WALL CONNECTION 10+©5 OR©+>J oR©+�on EXISTING GLASS DETAU O O 5+ 8 oR 1 8 oR 8 + oR 2•x2'xt/e•xO'-2' I ®+@OR@+©oR�+R: -@ 3 1/4" 7• 5 1/2' 7" ..._ (6053-T6 ALLOY)ALUM. OPPOSING ANGLE w/(2)1/4b TAPCON 1/z° .@-@ SYMMETRYCAL ANCHORS TO CONCRETE CENTERMATES (TOP/DO1tOY)& 10x3/4_S.M.S.® 12. CENTERMATESMIN.N1N.SEPARATION (4)10x,/2"S.M.S.TO LUBE I D.C.FULL LI7 12" W/ HV LOCK or ,W/ HV LOCK o IGS TO GLass AT EACH ANGLE.(1YP) (SEE SCHEDULE ON * SHEET 11) IN3 3 1 1 21 + 2 OUT ® " to+Os«© @-� @OR HVA HVB ®�O+O OaRO+ HVC oR 6 7 ae$ 10 POURED CONCRETE OR EXISTING G'LAS'S � )0+ 5 3« 7+ RED D eLocx WALL -------- O ©`0-0�— sn�@"-' + 8a1 + gm8 + Ta ---- CAL O+© � O . © © O O © � SYMMETRICAL IN s + 7 t � s + � +t8 R MIN. SEPARATION GLASS +�oROg+©°fl�+©oRO9� EXlSnnN 1 CENTERMATES* 6 ®+®°R@+®aR&@TOR TO GLASS Jr W, HV LOCK 2n6 CLASS bOPTIONAL EE SCHEDULE ON MIN. -- —CK (INTERIOR) 16-646464 SHEET 12) sEPARAnoN IC/71F (SIE Sq�FDULE I N DPnOwv ON SHEET 11) O (INTERIOR) ----'-- ----__ —_—..—_—_—_—_ — _ — OUT __ �caN�ETE 1VAP.I S ANCHORS e \ � 16.O.C. � 11 1 0 a ®. * ( S 1 VARIES 3 CC77 * �� _\✓ 90' * m ® 2 «1')/j OUT 6 1/2"MAX SLACK 0 * cEXTER1Ogpjfl.a HVE C� HVF** HVD FLORID BUILDING O ( Igh VelocityHurricane Zone ,1� • ,"•'•, 0 2015 EASTERN METAL SUPPLY,INC. c*r : fTILFE BERTHA VT,67 Accordion Shur Sy stemE ® Mc. ■ ■ ■ ■ U. RADE#1 W/CR W/0 H.V.HINO(Rv EIAM American Strutter Systems REV.Nu DESCRIPTION GATE DRAWN 144: M.L. TI LIT TESTING & ENGINEERING COMPANY •'•._^t�••�.• �` 6355 ttW.36m.5G Ste,300,MR(iABA WARDENS,t1ARRN MI6 Association, Inc. i OLD 11-193 /10/1 DATE, 04/10/15 % f}�A Ph-:(305)871-1530.Fax:(305)8%1-1531 4268 west Roads Drive 2 DRAWING No e-mrll:Ultameaal.�m West Palm 8each, FL 33407 3 '�.�,r„,,,;.• ES- 44719 Phone:(800)432-2204 . Fax: (561)209-8380 y 15-0$0 WALTER A.TO.LIT Jr,P.E P.E.SEAL/SIGNATURE/DATE FLORIDA Uc.#44157 c 8 SHEET'20 ALTERNATE INSTALLATION W HV "T" LOCK 0 HV MALE/FEMALE "T" LOCKS CENTERMATES I& & LOCKERS ItWWf n HV BLADE * o SEE ENO CONNECTION DETAILS ON SHEETS 10 & 18 INSTALLATION (1) HV BLADE OUT BLADE OSt"DECAL NUE.INDICATED ON SHEET D, HD CENTERMATES IN WELL As uTHIS SHJ_TL UAY avrx:C3VMH MR.HOD-Nvn. SEE ENO WALL CONHEL'r70N INDICATED IXC THIS SHEET wr.I trsW MRH MIS ALTEI3IA INSTAilATiDN DUAL fM1'D SHfNYl1 IN TH6 SHEEP. 10• DETAILS ON SHEETS 10& 18 (sow-re nu.ori ww. 4�, 35 35 ANG NM/(21 1/4'0e ON I °A'�`® (%iCiiS 10 SIB• I (DPnDN+la .1.* (OPIIDNAL) (70P/ED1TW)k I L-------------------------------------------- ___- __-_----__-__-_ _ -__ (Ol1W1/2•sus* ro rt®E i !10.3/4'SM.S.0 12' - _ 3 - I AT=4 AN1L(TYP) OIC.FURL LOW.. 30*HV "T" I N (4)+s(irP.-) I N (4N5"Oi'P.j m Drso _ sl-, 3 LOCK (INSIDE) 7 * 6,� (� 0 5 1 28 1 - 7 r ® r31 OR 2 5 OUT 37 oR32 fi 33 31 oR©2 39 DR 2 35 J *SEE NOiE 6 FOR HY LOCI: 1/4" 0-20 x 1 1/2" S.S.M.S. 4 35* OUT (D�DN�) HDC—HVC ® W/ 7/8"0 x 3/32" WINGNUT. (aPDoNFL)HD9-HVB r toric.M s"EEr s. * SYMMETRICAL HD CENTERMATES ©0 HV "T" LOCK (OUTSIDE) SYMMETRICAL HD CENTERMATES H�* W1 (2# LOCK (EXTERIOR) W/ ( I° LOCK (INTERIOR) SERIES 9444 ALUMINUM 6 7 8 10+ MEET-T3 ALLMSERT. RT If FLANG0822.E TMPI 100 MEET NLR CTUR PART!DEL AS WVIUFACRIRFD ar AwEt CHERRY TEXTORN.PARSIPPENF.NEW JERSEY ©'O a©m©+Q7 •®m D7D54 OR EOW L «Q —— ------------ 1Q #sEE Noes ox Inae+c Rons®:xD®LM1Ci aN s1MEr s z:! � uNrcr¢K nwnec BINEQ 6ErAa Hm-IIw s VN1D FOR All tZMDiNAFS APgIGTbNS Yfnl R1ADE D HDD—HVD1* FLOATING STACK lj11ld!Sk 17ZT,-N. FLORIPABUILDING CODE High Velocity Hurricane Zone .. ©2015 EASTERN METAL SUPPLY,INC. BERTHA HVTM Accordion Shutter System r -- /7iL�EcoN-- \ ■ ■ ■ ■ ttv. eLanE#1 w/OR w/o tLv.WINDOW MAOE American Shutter Systems REV.No DESCRIPTION DATE DRAVIN 9Y: M.L. 'p TILUT TESTING & ENGINEERING COMPANY p'•. p^ p, /`�-i: Association, Inc. t an 11-193 /lo/t DATE- oa/to/ls ••�V RIO fes:'•V 6355 N.M.36tH.St,Ste.309.NRGPJIq GARDENS,FLORIDA 33f 4268 West Roads Drive 2 - Ph...:(305)871-1530.Fax:(305)871-1531 pRAWING No West PDIm Beach, FL 334U7 a-mail:Ulte06719 wm 3 EB- 06719 Phone: (800)x32-2204 . Fax: (561)209-8380 4 15—OVO WALTER A TILL1r Jr.P.E. P.E.SEN./SIGNATURE/DATE FLORIDA uc.p 44167 5 SHEET 6 9 OF 20 POURED CONCRETE POURED CONCRETE POURED CONCRETE POURED CONCRETE OR OR CONCRETE BLOCK CONCRETE CONCRETE BLOCK WALL / OR CONCRETE BLOCK WALL REQUIRED BLOCK WAIL RLOUIRE� REQUIRED BLOCK WALL REQUIRED / EXISTING GLASS (( POSTING GLASS CONCRETE MICHO EXISRNG GLASS <' —-J 2"MIN. NG GLASS ® i6"O.C. _ ( MSN.SEPARATION —T 2"MIN. ( / —-7 TO GLASS SEE MIN..SSFARATION 7^ IAN.SEPARATION MIN.SEPARATION SCHEDULE ONSiEET TO WM(SEE it FOR BLADE tOAND TO CLASS(SFE TO GLASS(SEE EO EO SCHEDULE CN SHEET 1/16"x3"MAX. ON SHEET 19 FOR SC�IUE ON 11 FOR EPODE HEFT SCHEDULE FR sT�E� 11 FOR ELPDE 1QMT0 <3ADE5(D& �� ON 511FEr 19 FOR (6063–T6) CONT. SHEET 19 FOR 2 / ON SHEET 19 FOR (LOCATE AT'1 HA'DFSQ4, ALUM.CLOSER EITHER SIDE PLATE. (LOCATE 1/2' OF SO) AT E1TH ERF(D SIDE \ I •SUSE 1"OR 2"MAX_ I I /2•MIN. (AS APPIJCABLE)xz•x1/8•x0'-2• jtOxi/Y S.M.S. I -----�-� ALUMINUM CUP ANGLE I #10 1/2"S.M.S. _—_—_ ® 16.O.C. NOR (6063-T6 ALLOY)AT MIDHEIGHT ® is o.c. \ 4 \ (1) #10x1/2•S.M.S.TO®& 4 (2)1/4"0 TAPCONS ANCHORS TO S SEE DETAIL X FO EITHEWALLR SIDE OF n)��ArON I OR & SIDE CTO TRACKS SEE DETAIL XFOR- 1 OR • TO TRACKSSIDE CONNECTION •®w SEE DETALI.X FO AlTO TRACKS w�w 6,07 w8 w O.�w .SIDE CONNECTIONwTOTRACKS ,0•°' 6•7 6+7 + 70 ��O 0+b)w & 0 ©�o`o`�m ®`gym© �w(B'©� o ©wo °•®w 08•@w®•@w(@•®wO-0 PA END CONNECTION DETAIL END CONNECTION DETAIL C7] END CONNECTION DETAIL 2) END CONNECTION DETAIL�3 4 REQUIRED ONLY FOR SPANS.GREATER THAN 12'-0" POUCONCRETE RED CONCRETE OR EXISTING � EXISDNG GLASS REQUIRED BLOCK WALL CUSS `4 4 ____— 1�—_�, _--_--- _� MIN.SEPARATION i'Qxt/2•S.IA. 0.9N.SEPARATION ____ ro GUASS(SEE / ® 16 .C. U C4ASS(SEE D /`�----_--_�� ---r—_ O CN SCHEDULE ON STET ------_ 6 ORS OR 1 OR SRI II SCHFO LLBADE® CONCRETE 1/2" MIN. 11 FOR BLADE TnAND ON SHEET 19 FOR -�- Cd SHFET 19 FOR J ANCHOR® LDFS©& 4 ______ _ _____ 1 OR OR 1 OR 1 OR 1 CONCRETE. fa.7t5 10&® \ 12"O.C. 1` 5 ANCHOR IEQ ®0 C_ 1/2.1 MIN. t 1 4 / _1 2"MIN. _ _ --- EQ —` ll(6)OR(�DOR 1 1 UR 2"MIN 2"MIN A SEE UM ATIONS OF USF.FOR BLADE 1A ON SHEET 28 (9OR1@OR�OP.1� VIEW Y 5 1 OR ®' PLAN OR 1? C OR 0:0' � / �wCw�.Ow©w,Q 4�- DETAIL X POURED CONCRETE OR 'L�'"'lJ•Q�U ,Q-��w END INSTALLATION CONCRETE BLOCK WALL 10m®a,©• a,1�7,�w 6 7 ©•7 REQUIRE) 6 6 .�® .®ate`©w (1�HV BLADE OR ff HV WINDOW BLADE INTO rUs,�jw©.®wO8.�7w O`�ah� ®�t9 ®w0 CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAI0 NECTION DETAIL(j6) "(1�' ° FLORIDA BUILDING CODE(HiH3n Velocity Hurricane Zone ,'1{0�. •••••••••••••0 /, _ C��' 2015 EASTERN METAL SUPPLY, INC. BERTHA H TM L E 4 ��® Accordion Shutter System psi 67 = H,v. ME#1 W/oR W/o H.V.W!,WN RADE dAmerican Shutter Systems RLV.M VESCRIPTION DATE ORA 74 9f: M.L. �•• Aftc� ;' TlLlli TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-193 /10/7 DATE. 04/10/15 8335 M.W.]BIR F St..Ste.307,%WGNA GA0015.FWMA 3316•,[n,,. - [. 4268 Wee, F.Oade Dr ve 2 Pharw (305)671-1530.Fox:(30571-1531 DRAWING NO tiltecoOcoi,<mn Wast POim Beoeh, FL 33407 3 ER A EH-0006779 Phone: (800)432-2204. Fax: (561)209-8380 4 15-080 WALTTILLR Jr.P.E. P.E.SEAL,STGYd1iHRE/0A7E FLORIDA Uc.L,44167 5 SHEET 6 10 OF 20 SCHEDULE #1 SCHEDULE 412 SCHEDULE #3 SCHEDULE #4 *NOTE,_. (7)L+: MAXIMUM ALLOWABLF SPAN FOR A 4 SEPARATION TO CLAM RFOUIREMEttiS SHUTTER ** MAXIMUM SHUTTER SPAN* AXIMUM SHUTTER SPAN*"L+" MAXIMUM SHUTTER SPAN*"L+" GIVEN POSTINE A.S.D.DESIGN PRESSURE MAXIMUM NUTTER SPAN L+" OR 'L-" (ft.) RATING, FOR INSTALLATIONS W/ )T "L+" OR "L-" (ft.) FOR R -L-- (ft.) INSTALLATIONS R "L-' (ft.) INSTALIAT10NS L_:MAX.Au aeaBLE SPAN FOR A c1vEe1 (1)SEE BELOW FOR N1NlMUM SEPARATION'(O CENTERMATES. & or or W ONE INSTALLATIONS W/ Y1/ IN S A NEGATlUE -S.D-DESIGN PRESSURE RATING GI-ASS SCHED LE FOR SHUTTERS INSTALLED WTl ilt! HV LOCK or or�� or HD LOCK / W/ CENTERMATES. 2t & &@W/TWO HV OR & W/ONE +iV LOCKS THE FIRST 30'-0'OM OF ON IT BUILDING NO LOCKi RODS OR CERITERMATES & ONE HV LOCK. OR OR LOCKS OR WO OR W/ NO LOCKING (2)PROCEDURE PURE wM MOUNTINGS TO DETERMINEMAXIMUMMEASURED AT 007074 OF SHUT TER. TICKING RODS FOP 8OTTO ODS - W/ ONE HV LOCK � W/ TWO LOCKING RODS OR W/ NO TICKING ® / FLOOR/CEILING: (2) MINIMUM SEPARATION TO GLASS FOR SHUTTERS RODS(V ♦ SEE NOTES t." N/ ONE HV LOCK (a OR ® (VALID FOR MOUNTING a NSTALLED ABOVE 30'-0'ELEVATION OF BUILDING, ©TOP & BOTTOM *(SEE NOTES t,1 B ( SHEET 7 GIVEN A POSITIVE A.S.D.DESIGN PRESSU R ♦ SEE NOTES t,1'U ) � IAFASURED AT BOTTOM OF 5Ht717ER IS 3". RATING, DETERMINE MAXIMUM SPAN -L+- FROM NtuauuN CONCRETE&WOOD u�louuu CONCRETE&WOOD uwa+tcw CONCRETE As.O. CONCRETE&WOOD INSTALLATIONS() A5.O• INSIAUAXIONS INSTALLATIONS(� Aso. INSTALLATIONS ��'1 SCHEDULE _ GIVEN A NEGATIVE AS.TI. DESIGN P4ESSURE FLOOR/CEIUNG PRESSURE WALL MOUNTINGS PFIESSURE FLOOR/CEILING MOUNTING PRESSURE RATING,DETERMINE MAXIMUM MxxC WALL MOUNTING RA714C A RATING FLOOR CEIUNG MOUNTING RATING OR SPAN "L-'FROM SCHEDULE. MINIMUM SEPARATION TO GLASS SCHEDULE: (� )) MWNUNO I. (Po.7.)) FLOOR CEA3Nc NaUtrtNCS N oR)) / _ (i a�"R-)) FLOGR/ww-L MOUNTING SHUTTER W/ (NVE LOCK WITHOUT LOCKING RODS L+ (0) L--(R) L+ (9) L-(1 L+ (tQ L-(fl) Lt (1I)(1I) L-(6) L+ (IQ L-(h) FINAL MAXIMUM ALLOWABLE SPAN IS EQUAA TO THE MINIMUM DETERMINED SPAN SHUTTER INSTALLATION W INSTALLATION W/ 30 13'-2" 16'-0" 13'-2" 16'-0" 30 12'-3" 14'-9" 30 73'-t" 16'-0" 30 13'-2" 16'-0" / 35 12'78' 14'-10" 12'-6' 14'-10" 35 ii'-9" 45-8" 35 12'-T 15-7" 35 12'-8" 74'-10' BETWEEN"L+"AND"L-". SPAN SYMMETRICAL OPPOSING 40 12'-3' T3'-10' 72'-3" 13'-10' 40 11'-4" If-9" 40 12'-2" 15'-2' 40 12'-3" 13'-10' (3)PROCEDURE TO DETERMINE MAXIMUM CENTERMATES CENTERMATES 45 ll'-11' 13'-1' 11'-11" 13'-1' 45 11'-1" 12'-O' 45 11'-9" 14'-3' 45 11'-11" 13'-l' SPAN FOR COMBINATIONS IN 13ETWEEN 100 3 3/8-. 4- I W/FLOOR/CEILING MOUNTINGS: OR LESS 50 1 V-7' 12'-5" 11'-7' 12'-5 50 10'-9' 11'-5' 50 71'-6" 13'-7' 50 t V-7' 12'-5" >105*TO MAX 55 1V-4' 11'-10" 11'-4" 11'-10' 55 10'-6' 10'-I1' S5 11'-3" 12'-T1' 55 11'-2" it'-10' FOR A GIVEN POSITIVE A.S.D.DESIGN ALLOWED 3-7/8-. 4" 60 i1'-1' 71'-4' Il'-0' 11'-4" 60 1V-3" 10-5' 60 11'-0' 17-4- 613 1 10-2" 10'-11- PRESSURE RATING: DETERMINE: s USE 2 I/2'FORHD LOON R tr3'4+®. 65 10'-10' 10'-10" 10'-7" 10'-10' 65 10'-0" 1a-0" 65 10'-9' 11'-77" 65 S-5' 10'-7" Lt+= MAX.SPAN FOR WALL MOUNTING USE INDICATED VALUES FOR RMA S. 70 10'-6" 10'-6' 10'-2" 10'-6" 70 9'-8" 9'-8' 70 10'-7"- 11'-5' 70 8'-9' 9-4' INSTALLATIONS. 75 10'-1' 10-1" W-10' t0'-1. 75 9'-4' 9'-4" 75 10'-4" 11'-1" 75 8'-9" Urm MAX. SPAN FOR FLOOR/CEIUNG MINIMUM SEPARATION TO GLA55HEDULE: 80 T-10' 9'-T 9'-1O" t!0 9'-0' 9'-0" 80 10'-O" 10'-9" SC MOUNTING INSTALLTT ATIONS. SHUTTER W/ONE LOCK &TWO LOCKING RODS OR 9'-9' -- 65 -- 9'-6" 9'-6' g'--3" 9'-6" 85 B'-9" B'-9" 85 9'-9" 10'-5" FOR A GIVEN NEGATIVE A.S.D.DESIGN WITH ONLY TWO LOCKS PRESSURE RATING: 90 9'-3" 9'-3" O'-0". 9'--3" 00 8'-6°�q_ 6' 90 9'-5" 10'-1' INSTALLATION W/ INSTALLATION W/ 95 9'-0" 8'-9" t1'-9' 9'-O" 95 8'-3" 3" 95 0'-2" W-10" DETERMINE:— MAX•SPAN FOR WALL MOUNTING SHUTTER SYMMETRICAL OPPOSING INSTALLATIONS. SPAN CEN1TERMATES CENTERMATES 100 8�-9" '-11 8'-6' 8'-9° 100 '-Il1" _100_ 8'-0" 9'-T Lz-- MAX-SPAN FOR FLOOR/CEIUNG 105 8'-7" 7'-11' 8'-4'. W-4' 1G5 7'-1)' 11' 105 B'-9" 9'-4" MOUNTING INSTALLATIONS. 105" 2 3/4' •* 3,3/16" 110 8'-4" 7'-7" 8'-2° T-11" 110 7'-8' -7" 110 B'-7" 9'-2' 0 MAXIMUM SHUTTER OR LESS 115 B'-2' 7'-3" 1 8'-0" 7'-7" 115 7'-6' 7'-3° 115 8'-4" W-it" FINAL MAXIMUM ALLOWABLE SPAN IS EQU >105 TO MAX 3 1/4' •"' 3 7 4° SPAN 'L+"OH'L-"FOR / / 120 8'-0" 6'-11' 7'-10" 7'-4" 120 7'-4" W-11" 120 B'-2" 8'-9' INSTALLATIONS INTO WOOD TOA MINIMUM BETWEEN "L1+', "L2+", ALLOWED 12.5 7'-10- 6"'--8" 7'-8' 7'-0" 125 7'-3" 125 B'-o" W-5" SHALL BE LIMITED TO 105 L1-"AND L2-' •• USE 2 15/16" FOR t1V'T°LOCKi�0 W/ 130 7'-8' 65" 7'-6' 6'-9" 130 7'-1" 6'-5' 130 7'-10' / B'-1" pet. DESIGN LOAD. (4)GO TO ANCHOR SCHEDULE WITH FINAL USE 4 1/8"FOR HV"T' LOCK�/W/®5 135 7'-7" 6'-2" 7'-4' 6'-6' 135 6'-11" 6'-2• 135 7'-9" 7'-g' MAXIMUM ALLOWABLE SPAN AND NEGATIVE USE INDICATED VALUES FOR FIV CENTERMATES. A.S.D. DESIGN PRESSURE RATING TO 140 7'-5' V-11" 7'-3' 6-3" 140 6'-10" 5'-I1' 140 7'-7• 7'-6" DETERMINE MAXIMUM ANCHOR SPACING. INSTALLATION LEGEND 145 7--3' 5-9" 7'-1' 6'-0" 145 6--8' 5'-9" 145 7'-5' 7'-3" 150 7-2' 5'-7" 7'-0" 6-10' 150 6'-7' S'-7" 150 7'-4" 7'-0" GONCFiEIE k MANSORr WOOD 155 7'-0" V-5" 6'-10" 5'-e" 155 6'-6" 5'-5" 155 7'-2' s'-9' •t H.V. CORNER CENTERMATE#3 MAY BE 1fi0 s'-11" 5'-2" 6'-9" S'-s" 160 6'-5" 5'-2" 160 7--1" 6'-7" WALL A• B. C, D, E, M.N.0,P,O.R, USED AT ALL MOUNTING INSTALLATIONS. LOCKING MOUNTING F, K & L. S&V. 165 6'-10" S'-I" 6'-8' S'-4" 165 6'-3' 5'-1' 165 7'-0" 6--4" SPECIFICATIONS SHALL BE AS INDICATED ON 170 6'-9' 4'-11' 0'-7" 5'-2" 170 6'-2" V-11' 170 W-11" 6'-2" MANDATORY CONDITION (12 NOTE#5, SHEET 5. FLOOR/CEIL.ING -- - - G H, I, I1 + J. T, U, W& X. 175 G'-T a'-9" s'-5" 5'-0' 175 6'-1•' 4'-s' _ 175 6'-9' s'-0' .F MOUNTING 180 0'-6" 4'--8" 6'-4" 4'-10° IBO ---6'-0°-- 4'•8"__ 180 6'-B" 5'-10' et EXCEPT THAT MAXIMUM SHUITLR SPAN"L+"OR"L-'AND MAXIMUM AS.D- + M. DESIGN PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE OR CONCRETE 185 6'-5' 4'-e' 6'-3" 4'-9" 165 ;i-11" 4--6 185 6'-7"--- ___5-8" BLACK SHALL BE L1.4UED AS FOLLOWS: /� 190 8'-4' 4'-5" 0'-2' 4'-7" 190 W-10" 4'-5" 190 6'-B" 5=6' i- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64.-72 p.s.f. \! '1 1 `/ BLADE 195 6'-3' 4'-3" V-7' 4'-6" 195 5'-9' 4'-3" 195 6'-5" 5'-5" AND 8'-0'SPAN 1 Jl \I 200 6'-2' 4'-2" 6'-0" 4'-5" 200 5'-9" 4'-2" 200 6'-4" V-3" SEE MOUNTING 8 ON SHEET 7. 205 6'-0- 4--1' ti U. 205 5'-8' 4'-Bf�Y ��Py 6'-3" 5'-Y GRID BUILDING CODE sign Velocity Hurricane Zone ............ 0 2015 FASERN METAL SUPPLY, INC. BERTHA HVTM Ir 1L 'co ....EA.S®S■A■ Accordion Shutter System q L H.V.BLADE#1 W/CR W/O PLV.WND17W MADE 'O "//J American Shutter Systems REY.Nu DESCRIPTION DATE DRAWN BY: M.L 13 TIL LJT TESTING & ENGINEERING COMPANY F .Q.• 6355 n.w.36IR.St..sm.30.5,v,RCINu rars0+s,FLORIDA 331 Association, Inc. t oln 1t-tss /1D/t DAIS: oa/10/1s %�'C "' [/��r� 4268 West Roads Drive z V Ph. (305)871-1530.Fa,:(305)871-1531 DRAWING No -OS '.... ��(� a-mail:6Tte-C..., West Palm Beach, FL 33407 3 1��14� 1ti`�.. ®-0006714 Phone: (800)432-2204. Fax: (561)209-8380 4 15-080 WALTER A nLLIT Jr.P.F _ P.E.SEA S(GflAil1RE/GATE FLORIDA Ue.$44167 8 1H OE�20 M.All L .•. :.h. f .af •: 1/21. , • 1114' .M :� .•: :h R I f 1 Z .:111. •:f wI : •:: S• 11 „• :III M •: K•:•:ial. .71. -1INU a- m' omm�mMEMN` oommmm�m' oomo� mmomoMMomo®mm ' mmm vonnmmmmo m©mmm° n om®moovolmmmmimlmomm HUHN ®mmmova©0000©annommmnnovommmoonoom®moan00000 000 - •. .• mmm�mm • � � � �®0vvomeammmoonv®mmmvoomommmomQaommmnm� non® m®mm�oovammmmAoomommmoQ®ogamnUNRUH �®00000 ®mmmoomOmmmm mmm"nmommmomo��®®m��, mommmmo wmmmm®mmmm®�Qeaa�mmoMImm= mmonn�mQm®movonommmmvvoo 000mmo ' m®m©moQom mmm�g mm>Faov ®smmmo©ova mmmmm mmmmn000mmmonnoomm oovoomm momum voonn®n®oo ®0000 ooAmmmomoemmmmv®00000®000w®�m00000nmm�©Qo • mmmn©QQommmvQoam®mmooQQomm©QQo1�Qmm"M mmOOOQ�mm�io mmm"m MMM ®mmo®i®0oommmn©einem®mooneemmaavoo�ilm�®�i®®�nowm©=== ®mmmovomommmommmmmm�omoo�m0000ao�mo°�000noo®moon �mim©oaav�im0000mmm 00000�m000ao�MUmmoovom ©000on 0 ®mm0000vo��voovo®mono®�®�®®®�®�ov000�0000moo 0000 �m�i®®88®�immQQOQoommQQol�QQm©oQooQom®Q000Qoo®©v®Qoo mmQOOQQO�®QQQQOQ67®QOQQQQgi©OQOOQQ�3OQQQQQOOIn©©0000 ®m MMMMMM "®mun �m00�O�0��OAOVOQm000000Ommmmm�0oQSEE— QQQiiQOQ1IM®ENNEq iaQQQQQQ Q ®®®®H�mOAO�70 i FHVw /l I.. _ ... ;j... 1AccordionBERTH1 1 ,7,c \ : i FLV. MADE#1 W1 CR W10 KV.WWN MADE 1 � �;•�� t i . a O�i•(Yf� 1dMIMUM ANCHOR" SPACNC (in.) ACHED 1L F FOR A GAEN MAY cut TTM conn+ A.S.D. * D�'�GN NMM LM AND MOING 11DIG TYPE FOR COA wETE INSf+LA7 SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES _ (SEE umononsS✓n N;,&H ON SHEIRS 6&7) I.ANCHORS TO SUBSTRATE SCALL BE AS FOLLOWS: POLIM OM41115 E (A) TO EXISTING POURED CONCRETE:(Min.f c m 3"1) ,Akwm @WALL SILL MOUNTING tJG CEILING MOUNTING @FLOOR MOUNTING ,,,, - 1j4'0 TAPCON Wort ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED,TY I,7W.ISURJIF.X.(M-Ya-3$1.0 SPAN ANCHORS SPACING LW MD _ 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREIV,BOLT&SPECIALTY COMPANY.(Cin.Pc=3 W (ft) ASA.DESIGN NEGAI7E LMD( AS.p.DESIGN NEGATIVELiNp f) ASL),DESIGN NGGA NE 1OAD(1nf TAfCON WITH ADVANCED 1/4'0 OLD THREADFORM TECHNOLOGY 1/4. TAP CONCRETE ANCHORS Wf CAP AS MANUFACTURED 8Y FLORIDA FASTENERS DIRECT.INC.{Min.Tc=2 kYi} ) 3G, 4o a0 i5 90 120 160 205 347 4D 60 75 90 120 760 205 30 40 60 75 96 120 t80 205 - 0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 14 t2 to s 8 a 6 5.6 14 12 10 s 8 8 6 6 14 12 t 9 8 8 6 6 COMPANY OR ANY OTHER APPROVED UCENSFA OR AUTHORIZED VENDOR REGGTERED WITH THE AMERDCAN SHUTTER SYSTEMS ASSOCIATION,INC. - - t4 I2 70 9 B 0 6 6 ALL.POINTS SOUR-SET (Min.fc�3 k9i) OR 14 72 10 9 8 B 6 0 14 12 40 4 8 B 6 6 14 13 10 9 B e B 5 BLUE TAP W/CAP NOTES: T4 42 to 4 S 8 8 7 i4 t2 to 4 8 8 6 a 14 12 10 s 8 8 ti 6 TAPPER+. A1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON WITH ADVANCED THREADFORM TFC14NDLOW ANCHORS AND TAPPER+ANCHORS IS 14 12 10 9 8 7 5,5 3514 12 i0 9 8 p 8 6 14 12 10 7 8 B 6 5 1 3/4',AHD FOR BLUE TAP Wj OAP ANCHORS IS 1 1/2'. 14 12 10 9 % 6 d =14 8 8 4.S to 72 10 8 a 8 4 s5 A.2)MINIMUM EMBEDMENT OF 1/4"0 x 3/4'ALL POINTS SOLID-SET ANCHORS SINLt BE 7/8"INTO'THE POt]RJIt CONCRETE NO EMBEDMENT 74 72 10 s 8 8 6 45 B 14 72 10 B E 6 6 4.5 '-�-I1 INTO STUCCO SHALL BE PERMTFIED, 1/4'0-2p S.S. MACHINE SCREW USED SHALL 6E 1 7/2'LONG MINIMUM SHOULD SNCCO D(p.T.ANO 1412 1D 0 7S S.s 3.5 - a 6 5 S4 72 10 9 8 7 5S 4 'U!�[A71oxs OF VSE FORE 7'MINIMUM FOR WALLS 17TH NO STUCCO. _ _ _ _ _ _ _ ADE{�,tlN Sf&}7 14JT- - - t4 12 70 s e B 8 4.6 A)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL ON FLOOR, 14 12 f0 8 8 7 4 - 65 5 3.5 Y4 ,2 lY5 B 6.5 5 1�4 - ANCHORS SHALL 8E LONG ENOUGH TO REACH THE MAIN 5tRUCit,RE BF]{{NO SAtD 7!W_L FlNt5N6.ANCHORAGE SHALL AS INDICATED ON 14 12 fo 68 75 4.5 - % e 8 as t4 tz 7p 9 8 ..8 NOTES A7)&A2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING,OR RFS WITH OR WITHOUT METAL STllOS CONSULT THIS ENGINEER. FOR 14 12 9.5 75 6.5 4.5 - - 14 12 10 s B 7_5 5.5 4 14 12 10 0 B 6 INSTALLATION INTO RFS 1WM METAL.STUDS SEE SHEET 211A. 6'_p" - - - - - - - - - - - - 74 /2 70 9 % 8.5 14 12 10 9 7.5 5,5 3 - 14 12 70 65 7 S.5 4 3 14 12 b 0.5 5.5 4 (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 74 72 10 8 8 S - f4 f2 10 9 8 65 8 .75 14 12 10 8.'s B 5 - 1/4'0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY I.T.W.BUILDLX 74 12 B 'eA 55 3 - -11--12- 1 0 R a 85 45 3.514 12 10 8 7 5 1/4'0 z 3/4`ALL POINTS SOLID-SET ANCHORS,AS DISTRIBU ED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY. - - - - - - - - - - - - - - _ 14 12 t0 s75 65 - 1/4'0 BLUE TAA CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 7+ 12 10 0 0s 4 - 14 12 0 75 6 4.5 a5 - 74 ;0.5 7 5.5 45 3.5 - - -1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC..AND DZM13UTED FY ALL POINTS SCREW,BOLT&SPECA.TY 14 i2 to 95 7 4 - t4 t2 10 9 7.5 5.5 4 - to 12 9 7 75 4.5 - - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 ,1 T 55 4S - 14 12 10 9 7.5 55 4 - 14 12 9 7 S 4.5 3 ' _ _ _ - _ _ - _ _ _ _ _ 14 12 1d 11 &5 5 35 - NOTES: 14 12 8.5 7 55 -:F- 6-5 55 4 .3 - 725 95 6 5 d 3 - - 8.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHURS IS 1 1/4'AND TAPCON WITH 7a 12 95 7.5 8 - - to /2 9.5 a ss 6 - 14 12 9 s 6.5 a ADVANCED THREADFORM TECHNOLOGY ANCHORS t5 1", 13 DS 8.S 6 3.5 - - 74 12 14 6 R54 - 14 12 B 6,5 5 4 - - 9,-0` _ - - - - - 14 12 &5 7 5.5 4 - - 82)MINIMUM EMBEDMENT OF 1/4"0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO ,4 715 7.5 0 4 - - - 14 n 7 5.5112 1 % 5s 45 3.5 - EMBEDMENT INTO STUCCO SHALL BE PERMITTED, i/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD SRJCCO 1a 12 8 6.5 4.5 - - 14 12 85 7 74 105 7 55 6 4s - EX(ST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO, 1S 6.5 5.514 - - 74 t2 9 7ti 1t 7 55 45 3.5 - - B.3)IN CASE 11{AT PRECAST STONE,PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE E%ISRNG WALL OR FLOOR. t0'-O` - - 14 12 5 6 .3 4 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 14.5 . 13 9.5 6.5 52. 75 6 d 3 - - NOTES B.1)&B,2)ABS.FOR INSTALLATIONS ON VINYL SIDING OR FIFS WTH OR WITHOUT METAL StUDS CONSULT THS ENGINEER.14 11 7,5 - - f4 715 9 62.5 0.5 ff 5 4 4 FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 28A, 05 8 5 - 14 12 8 &S 55 4 13 10 E 5 5 4 311_0" - - - - - - - 14 10.5 7 5.5 45 3,5 - - CANCHORS SHALL BF.INSTALLED FOLUMING ALL OF THE RECOMMENDATIONS ANO SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER9.5 S - 12 0 6 4. 4 *3- 14 p.5 7 5.5 i.S - 15 8.5 55 4:5 75 - - - (D) SEE SCHEDULE.BELOW FOR EDGE DISTANCE(EA.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9.5 7 4.5 - 14 11.5 7.G G 5 D 6 4.5 4 12'_O" - - - - - - - - - - - - - 13 70 65 5 4 - - - FTKE DISTANCE YEA$TSS$gACiNC SCHEOULF'Ft�R AN HC ORS• 11.5 8.5 4.5 - - - - - ti tl Sb 4 3.5 - - B 0 4 3 - - - MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DbTANCES INDICATED BELOW.FOR E.D.LESS THAN THE INDICATED,REDUCE 35 9.5 6 - - - - - 13 0S d.6 5 4 0.5 8 S 4 - - ANCHOR SPACING BY 4ULTIPLVING SPACING SHOWN IX4 SCHEDULE BY THE FOLLOWING,FACTORS. T4 10.5 7 5.5 4C - - ii 8,515,514.5 35 - - - REDUCED SPACING OINAINED USING FACTOR SHALL.NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANQ,OR TYPE. 13'_0• - - - - - - - - - - - - 12 p e 4.5, 4 - - FACTOR TAPOCH W/AifVNtCFD TRRF12%DRiN 11CH, BLUE TAP Wf CAP 12 s s 4.5 4 - 95 7 5 4 - - - - EDGE ALL POINT SOLID SET YAPPER t HY B DE OR DICTANCE MIN.SPACING MN.SPACING _ 13 ss 6,5 6 - - - OS 7,5 5 4 - - - �, E.D. 3' 4' MIN.SPACING3 1j1' MIN,SPACING=3' 3 3j4' 4" 14'-0' _ _ _ _ _ _ _ _ _ it 65 55 45 - - 7 6 3.S 3 - - - E W POURED 00gtUIC 7E R= POURED CONCRETE& POURED CONCRETE& PaMSjCONCRETE ATE L3�) t CONCRETE BLOCK CONCRETE BLOCK 15 8 - _ _ _ _ tl a 55 4.5 - - - 9 .65 45-- 7.5 riY WINDOW MR EAx3 I)T M ED.-2 IM MIN RETE3 7 18R ED=T" tAN Fl1.3 tf2' MR Elk."2 1f2" u - - _ _ _ _ z 9 6 - - - =os 's j;'S - = BLADE WORK9NG 3 0.90 1.G, -oaa 1.0 0.84 1.0 s _ _ _ _ _ _ B.5 ss-d: - - - - - 6.5 5 - - IN UNISON® 2 ij2• -. O.Bi t.0 - - 0.57 to To _ _ _ _ _ _ _ 0.5 B 5 _ _ _ 6.5 6 _ _ 2• - .0.91 0.51 9 6.5 _ _ t 3j4` 4 4911 am7 D,C3 - 16'-0" - t0 zs - 8 - _ _ _-.. 4.6 _ _ 1/2ss78 6 _ nDRI)A BUILDING GODS High Velocity- Hurricane Zone 1,14 C1i. •U••CR.••. •� V9 2015 EASTERN METAL SUPPLY.INC. BERTHA HVW �T:l �0 , A.S,S.A, Accordion Shutter System X. BLADE#1 W/OR W/O H.V. WINDOW BLADE "4 $Ta� OF f 4 o TICCIT TESTING & ENGINEERING COMPANY American StiiLttl3C Systems REY.Na DESCR,PnON DATE DRAWN 8Y: M.L. 'r % A(`A �+4+ =3 N.W.36M.St.,Sto.365,MRCIMA GWOENS,FLORDA 331 Association, inc. t oLp,1-Ts3 /10/t' DATE: 04/10/15 •- -y1 RhAAn:(305)871-1536.Fax:(3A5)671-1531 4268 West Roods OrNe 2 Ftf' •0••t'nn•,"4 ` 'y1 a-moD:tiltocomaoLcom West Palm Beach, FL 33407 3 DRAWING No -"s701VA y t14 WAtTERCe-A 000719r.P.E. PTsone: (800)432-2204 . 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FL 33401 .70NA WALTO A.IlUff J,P.E. Will .• nAAxIUUM DESIGN PRESSURE RATING (p•s.f•) AND CORRESPONDING MAXIMUM ANCHOR+ SPACING (jp,l SCHEDULE FOR A GIVEN MAX SHUTTER SPAN NEGATME A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEETS 16&17). L_J B �-T FEAT E SOUTHERN PINE No. 2 W/ MIN. G=.b.55, SPRUCE PINE RR NORTH SPRUCE PINE FIR SOUTH SER PINE No. SPRUCE PINE SPRUCE PINE 1/2" MIN. COX 2 W/MIN.G=0.55, FIR NORTH FIR SOUTH DOUGLAS FIR W/LAIN. G=0.50 W/ MIN. G=0.43 M!/ LAIN. G=0.36 PLYWOOD MMIIDOUGLAS 50 W/ W/ MIN. G=0.43 W MIN. G=0.36 N .UM SRW(N) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M, N. 0 & R FLOOR MOUNTINGS M. N. O& R FLOOR MOUNTINGS M. N. 0 & R FLOOR MOUNTINGS WALL MOUNTINGS g,0.WALL MOUNTINGS B.O.WAIL MOUNi1NG5 B.O.WALL MOUNTINGS W & X W & X W & X P &O S&V 5 &V 5 &17 Aix®aa:�t PaSOd.0.6T�L'd) DSN 1QAOE PRE'TE rW MD.f®173AAE RIBA aVK, DCR1 N1.WE HF�[E ams N41 ASa x9fl t F>&i9[E IVT9(� 4931 M6AR,E ISE RESP�dj Asa tE971 IFGmd r8.vff 0.6TC(p.� 0971 Kamc WasliE%Its( Asa[[ASI(SANE P�ES41E Wts Isa rLIDi R9u1214.9&M'K6 30 40 60 75 90 GS 30 40 60 75 90. 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EACH SECTION ON SHEETS 16&17. -SPRUCE PINE RR NORTH W/G-0.43(N.O.SJ E7(CFPTIOYt SEE NOTE 2 BELOW. -MIL 1/2-COX NE PL SOUTH (1/986 APA)(ILO.s.) . 2.ANCHORS TO HUU UW CEILING SHALL BE.AS PER MOUNTING TYPE U,SHEET 17 AND SHALL CONSIST OF LAD SCREWS AS PER NDS 2012 STIMFICATIONS_ 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. yirrrr��sso�� BUILDING®® Hiigpph Velocity Hurricane Zone ............. ®�1�7�'d/'>• �®PPtY.INC. vcEr - TM a , o�� ®� � � Accordion Shutter System -o t�l H.V.%ADE#1 W/OR W/0 H.V.WINDOW DOW BLADE AmericanShutter Systems TRF.Y.nu DESCRIPTION DATE: DRAWN B. M.L. TEoF TIL LTP TESTING & ENGINEERING COMPANY O Association, Inc. 1 OLD N-793 !10/1 DATE: M/10/is +�••.• �•, 9399 H11.35tli.SY,Spink be.Y39,'NWiN4A GARri,1J6,FLORIN 331 T� f4Jon9: 305 71-1530.Fa,: 305 871-1531 4268 West Roads Drive 2 s •.... ` ( )e ( ) DRAWING Na .�� m�:6lteca®9dcam West PDirn Beacb, FL 3407 3 /DJVA1 �. I,,,T .EU-x006719 Phune: (800)432-2204 .Fax: (561)209-8380 4 15-080 q L WALTER A.RLUT Jr.P.E. P.E.SZA 79 TtA`IUI E'/"OATE. FI.ORiDA Lk.A 44167 5 SHEET 6 15 OF 20 INSTALLATION DETAILS ON. EXISTING WOOD BUILDINGS FOR (1) HV a H.Vf BLADES (AS -APPLICABLE MAX. SHUTTER. SPAN.L+ OR.,L- FOR INSTALLATIONS INTO WOOD WITH HV BLA ONLY SHALL BE LIMITER TO 105.0.Rsf. A.S.D. DESIGN PRESSURE RATING, SEE SHEET 1,9 FOR MAX SPAN & A.S.D. �1/4'0 TAPCON WITH ADVANCED DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE READFORM TECHNOLOGY ;ON . W/ 1 1/2"Min.PENEfRATION TECHNOLOGY I/ OF 17HREADED AREA To THWAPOON WITH ADVANCED P0 A EXISTING WOOD HEADER, W/1 1/2*Min,PENETRATION (SEE SCHEDULE ON SHEET 15) OF"THREADED AREA TO IT_ / EXISTING WOOD HEADER, 1411 SUA1110 (DOR (SEE SCHEDULE ON SHFFr 15) TO GLASS OR 1 OR 11H I' -1/4'0-20X3/4*S.S.MACHINE SCREWS EXIS-9140 us W/1/4'-20 NUTS 0 12-O.C. GLASS---II OR @ WALL WALL FINISH 5 FINISH �_OPTONAL EXISTING MIN. 2'.4*WOOD Phis" HEADER REQUIRED 1 OR �B' "STING MIN. ,j x ti 2".4"WODD EXISTING UK SEPARATION EADER REQUIRED 1/4-0 TAPCON WITH ADVANCED GLASS-- TO GLASS(SEE, THREADFOFM TECHNOLOGY SDHEDULE C�N EET MIN,SEPARATION 2".4"CONT.SILL W1 1 1/2-Win,PENETRATION 11 FOR BLADE I EXISTING TO CLASS PLATE REO'D. OF THREADED AREA 0 ON SHaT 19 -(5EE SCHEDULE MIDWIDTH OF WOOD PLATE, CLASS--j ON SHEET 11) (SEE SCHEDULE ON SHEET 15) ®HVWALLHEADER INSTALLATION (�)ITV_WAL MFAi)FR INSTALL .�Q HV WALL SILL tNSTALLATtON, ExIsnNG _r MIN,—SEPARATION 7 --T MIN.SEPARATI N O1A55 -I MIN.SEPARATION CLASS TO CLASS TO GLASS Ik—(SEE SCHEDULE Vx4•CUNT,[--(SEE_SCHEDULE EXISTING SCHEDULE WOOD PLATE G EXISTING ON SHEET 11) ON SHEET 11) REG ON SHEET 11) wu1 )J Fit 1 1/4'0-20.3/4'S.S. 4*0 CH.;MI S SCREWS W/ IIA 'g;.1 1/4"-20 NUTS 0 I I I USING 1/4^-20 NUTS 12 '.. I a 12,O.O. T-1-yr-IT-� r nL C OR 2*z4'CONT-j WOOD PLATE WITH ADVANCER CED 1/4.0 TAPCON WITH ADVANCED "o TAPCON WITH ADVANCED Vl= /4 TW, 112LUn.PENETRATION OF THREADFORM TECHNOLOGY MFORM TECHNOLOGY AREA INTO PLYWOOD. IV '/'Min. PNEIRATION OF I-SEE SHE 4 FOR CAL 1 1/2*Mi-PENETRATION EDULE ON SHEET 15) INTO PLYWOOD (SEE-SCHEDULE TH/READED AREA I OF THREADED AREA 0 SHUTTER ENIBLY. EXISTING MIN,2"xV STUDS (SEP SCHEDULE ON SHEET 15) 2-MCUIM71N SECTIONS BE MIDANGTH OF WOOD PLATE, 1/2-MIN.CDX PLYWOOD REO'D. 0 16'O.C.MAX.REO'D. COMOIN I N ANY WAY TO (SEE SCHEDULE ON SHEET 15) EXISTING IAN.Z.4*STUDS 0 16*O.C.MAX.REQ'D. PLYWOOD To BE ATTACHED TO 1/2'UK COX FINISH Swwf INSTALLATION. PLYWOOD TO BE ATTACH TUDS IN fm ED TO STUDS IN ACCORDANCE SFCTDN 23ACCOOPATNHCEE N.C. PLYWOOD REQ D. HV WA SILL INSTALLATION WITH SECTION M:�NTHETF;I_CjATI OF U6 OF S ET'q HY WALL 9-N ILL .-ION SHE= �.060111Z_' FLORI A BUILDING CODE(High Velocity Hurricane Zone' . %, ........... NAIGE6 • . (9)2015 EASTERN METAL SUPPLY,INC. INN %- BERTHA HVTm ILR ECC? A.S.S.A. Accordion Shutter System RAE#1 W/OR W/O FLV.VWNDCW RXE TILLIY TESTING & ENGINEERING COMPANY American Shutter Systems iiEU. MORPTION I DATE DRAWN By,' M.L. i",%Z0111DII, '6355 N.W.16a'St-Sfp J05,VIRGINIA GWOVi,FLOMA MfO Assoclaflon, Inc. I OLD 11-in P4/10/1DATE: 04/10/15 I,% rh.n. (305)871-1530,Fax:(30$)871-1531 4268 West Roads Drive 2 NAL .3 DRAWING No EB-006719 Phone; (800)432-2204 . Fa.: (561) W..t Palm Beach, FL 33407 WALTER A TILLT Jr.P.E. 209-8380 15-080 P.E.SEAL/SIGNATURE/DATE FIDRIDA Lic,F 44167 5 SHEET INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR a) HV & q& HV* BLADES (AS APPLICABLE) MAX SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE (1)ONLY SHALL BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING SEE SHEET 19. FOR MAX SPAN & WALL FINISH A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 1 & A WORKING IN UNISON 1/4"0 TAPCON WITH ADVANCED THREAOFORM EO- —EQ2'MIN. DGE(ff APPLICABLE) TECHNOLOGY W/1 1/2'Min. 4•x8'(Min.)EXISTING - PENETRAnON OF THREADED WOOD HEMI REQUIRED. AREA TO EXISTING WOOD STRUCTURAL ADEQUACY 'T B HEADER. 1/4°0-20x3/4'SS. OF EXISTING WOOD BEAM EXISTING WOOD (SEE SgTEOULE ON SHEET'15) PHILLIPS TRUSS HEAD TO BE CERTIFIED BY TRUSSES OR 1'Mirt.r- HINE SCREWS REGISTERED ENGINEER OR E E RAFTER 0 24' 19 EO EO1/4"-ZO NUTS ARCH TECT PRIOR TO O.C.REWIRED = SHURER INSTA[lATION. Ii ®12"O.C. 1/4'0 TAPCON WWTH OR rJ ADVANCm THREADFORM EXISTING SOFFIT TECHNOLOGY W/1 1/2'Min. 3/4•Max.THK. 257• PENETRATION OF THREADED Max. ,AREA TO EXISTING WOOD B $1an5/4' EO Q 1'xd'xl/$'CONI.ALUM. TUBE cls I� U FU S.M.S. E (6063-T6 ALLOY)W/ OPTIONAL (SEE SCHEDULE ON SHEET 15) ..: I ®6"D.C. I © (3)5/16"0 LAC SCREWS TO �� O -I, OF Of EACH RAFTER OR TRUSS. I OF Of T 5 LOCATE LAC SCREENS AT E I - MIDw1DTl{ OF EXISTING WOOD i EXISTING MIN 2'x4' , I 1 MEUBER,(2"Min.NOMINAL WIDTH) EXI571NG---I HEADER REO'D MIN.SEPARATION I J OPEN HOLE AT EACH 'N/2'Min.PEWETRATION OF GLASS T SND TO ACCEPT LJ I'I THREADED AREA VALID FOR ' 1 (SEE SCHEDULE ONN SHEET 11) EXISTING I 5/16"0 LAG SCREW It? IR71 INSTALLATIONS WITH 72 psf GLASS--I AT CENTFI2 OF TUBE. III{#ill})�1 }{�W}{;ji MAX.A.S.D.DESIGN LOAD AND 9'-0"lMX.SL PAN.THIS A to a.aa(sE£ I I ( I r FOR WOOD W/MIN.SPECIFIC S I aaeaDEss t sF7R s p (qII GRAVITY of 0.50 As DOUGLAS GLASS FIR OR SOUTHERN PINE No.2 ,HV WALL HEADER INSTALLATION IX 11 Qa© OR oR EQUAL OR ISEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY, 2 1N ANY WAY TO 0 S CAN BE COMBINED SUIT ANY INSTALLATION. �HV CEILING INSTALLATION o HV .CEILING INSTALLATION MIN.SEPARATION I I I m a (� i OR ®♦ I MIN-TOEP ON I I sasnac«'+s(lcyaNp HEID TO CUSS I EXISTING 11Ory BELT f9 tYOtt I (ONESHCEET 11 E I I I T EX r (SEE SCHEDULE ON SHEET 11) I I GLASS I 0—To ) I I I m{{( t}{I T � 0 ilA' 111 I ALTERNATE_ { $ ^ B I ANCHOR EXISTING I ' g VYALL� I LOCATION 1 3/8 MIN. GLASS---I I —�� )) 2•x K MIN.WOOD FINISH I 1/4' Ot Ox3/4"HIX { DECK REQUIRED 9 I Max WASHER HEAD TEK (NO FINISH ALLOWED) •t '; I SCREWS® 12'o.e *'(:�,;;•;. Z•x6'MIN.WOOD — DECK REOUIRm(NO - �-- —EDGE OF DEC( •'C` ,3 OR© FINISH ALLOWED) — ._.�- IF APPLICABLE LED' 1 1/4'0-20x3/4"S.S. EDGE OF DECK 1/2' -� 1/4'0 F.H.TAPCON WITH r�__AREA 1/4'p TAPCON WffH _ " PHRLJPS TRUSS HEAD IF APPLICABLE -E� _EDGE ADVANCED 7HREAOFOR0.fADVANCED THREADFORM Min- MACHINE SCREWS — � TECHNOLOGY W/ 1 1/2'Min. TECHNOLOGY W/ 1 1/2'MTn. W/ 1/4"-20 NUTS 2"MIN.— 2"MIN_ OF_� DECK IFPLNETW,TION OF THP.FJ.DED4'CONT. PENETRATION OF THREADED 0 12"O.C. APPLICABLE 2'MIN. AREA A MIOYIIDTH OF WOOD SILL PI ATE - 0 MIUMOTH Or WOOD 1/4'0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY PLATE RE'O'D. PLATE. W/ 1 1/2"Min.PENETRATION OF THREADED AREA INTO'HOOD DECK. (SEE SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) ♦SEE LIMITATIONS OF USE OF �-�� BLADE 1A oN SHEET 19 HV WALK—OVER INSTALLATION OV HV WALL SILL INSTALLATION ,eiieo.. ®HV FLOOR INSTALLATION FLORIDA BUILDING CODE(Hi9h Velocity Hurricane Zone y0TA4•`� ��•' O 2015 EASTERN MECAL SUPPLY. INC. �• EEFITHA HVTM �'•'�G� 9 E.C S Accordion Shutter System 9 L E C® . . KanE v. s ,w/OR w/o RV.V4INTXTN RADE American Shutter Systems REV.N. DESCRIPTION DATE DRAWN BY: MIL • TILLIT TESTING & ENGINEERING COMPANY Q y ,jE 0F f Association, Inc. 1 OLD 11-195 4/16/t GATE Oa/10/1s 6555 KW.366,St,STC.M.VIR[RPIN CNIDENS,FlAWOA 3318 4268 bleat ROOda Drim 2 =�-'•;-A4}/-axt$.- a4r Phonc (305)671-t 530.Fmc:(StTS)671-1531 URAWNiNG No '•ITtI,V'.' ! West Palm Reach, FL.33407 (. c-mail IGOO6BooI.COm 3 .... E- 67 rR�v ®-ODD6718 Phane: (800)432-2204 Fax: (561)209-8390 4 i5-080 _ a7 �.•`_ WALTER a nWi d..r.E FLORIDA U.)#44167 5 SHEET P.E'sE9�l/�I��vJRE%tNTE s 1T OF 20 END INSTALLATIONS (I HV & 1- HV* DLADES INTO 2"x4" MIN. WOOD STUDS. @Doo SRMICIS \ 1/4'6 TAPr.`ON WITH / /'• 2'14'MIN. (AS nPP11CMlE) t \ / DANCED THREADFORM 1 2"x4'MIN.WOOD ''•,,� �\ /1 PliCA9 \ /r TECNNOL00'Y 0W slfuxx MUDS RED D. ` 2x4"MN.WOOD t / �x ( 1E) \ / MCHORS O 6'G.G. STUD-1 REWD. \ / In W t / W/i 1/2'N! THREADED •• a: \ / ALL FINISH ME1RATK0 INTO STUDS OR Y" I v z FlNI6N K r W/MIN.1/2'THREADED EXCSTlNG OLA85 + h PMETRATION TO I/2'CDX I / \ PLYWOOD IF ND STUDS EXIST. FJfISRNG ITVSS FXiS11NG GLASS / EXISTING GLASS`} YF T /IED t\\ 1/2-AtIN.CDX r MK SEPARATION %YWOCN. I 1: NK SFPMAION ro 4Wl(5th: -'i 1/C MIN.CE ; MK SETYPAMON -q` MN.STYNL910N s: TO aA9e(92 5(SRIRAE W 9137 1PLYWOOD. •:�Y =`;esti. r To GI(SE roans(sFf 1/z'wN.COX - 11 FOR MADE GLAND 1 16"x3 XhE11UfE ON 3iELT ry.?.:4 r��.A;?`.i\_y SaSDIAE OM 9iEEf PLYMOOD. 1�1 F HPOE(()�M7D ON 9�19 Taff / -�� WALL 11 FaR HAOE 07AH1 11 FSt DIADS FOR 1/z' OJ ETIFET 19 FTR (6063-T6)cUNr. FINISH 1/z•M31.COX + a+SHEET 19 FTR LinCESQ do® ALUM.CLOSER PLTTXIOD. CN SFkII 79 rII? WALL B(!O6 G5 k LA aA1'LS©c V12'MIN. PLATE(LOCAXE 1/z' -'� � -WISHAT EITUM910C MIN.OF®)1 x1/2's.u.s. — — ro.a,ox,�•��ro n 016 O.C. 2's.M . 411x1 (z),HY TAvttt+S ®t s .0. s $ 4 iDxs+e�IaII� 1 OR�� SEE DETnIL x FO,/ SIDE TO IN ON ySEE DETN X FOR 1 OR® TO TRACKS SEE UETAIL X FORSIDE WT 8 SIVE 4. �'m�m©'OO mBO •®m D+ CONNECDON __.. (�mO.Oa,©v70.®.. O RACKS 0 �•'lY''�'`r3^�•�m TO 1RA0125 ,�.. .Oj ma.Ip.�m ID@�^'©•®.4.�a. O 607 • 8 @.U �m0 O �m >®m® •©m0 OO•®m �-�a�.Opm©.gym ©•O•©mU•O•®m d�•®>®•�-O•�- p.�s�.��®m pp.gym r�.O,m�.® �•�m�•�m©•�m O•®m�•t�m�•a� U S o�m�•� END CONNECTION DETAIL END CONNECTION DETAIL 7U END CONNECTION DETAIL© ENQ CONNECTION DETAIL }REQUIRED ONLY FOR SPMS G,REARA THAN 12'-0' EXISTING STING� alSS 1/4'0 TAPCON WITH 1/4.0 TAPCON WITH �SLASS TECHNOLO T1IREADFORY ADVANCED hIREADfORM _ TECNNULOGY RW DtiZODf TECHNOLOGY-O"LOZ — 2'x<"NIH.Waco ANa1U(S W/1 1/2"MIN. ANCHORS W/1 1/2'NIH. M6L SEPAWDIW STUDS REO'0. THREADED PENEIRATICN THREADED fIENZI RATION glaxt/z's.Ms. ISN.SBIARARON O SEE LI,IITATIONS OF USE OF INTO STUDS O 12'O.C. INTO STUDS O 12'O.G DIG O.C. TO CLASS(SEE /� 131ADE to ON SHEET 19 To GLASS(SEE S ULLE GN SHIFT .��' 1/2"MIN. 1 FEL ON 4 11 FOR aADE ON SHEET 19(FT� 'J 4. ON SHOOT 19 FOR ev061p&� f flints©&® _--- -__ 1/2'RCN 'MIN. _- n R e 1 6 *; 'MIN. / QOR c 4 4 60OR®CR(qUk �� °1g-&07 08 '10•@m., Z. IN. .111,IN.WOOD MALL) �1m�mU•�wBU 0•y�m VIEW •0m©•@m©•�a, STUDS REDO. FiNISFi 0•�^m®• 'm(r�•®m PLAN ©•� �'�'�"� ®�m� m� DETAIL X END CONNECTION DETAIL ( E C<Q DETAIL 0 FLORIDA BUILDING CODE(Hi9h Velocity Hurricane Zone ©2015 EASTERN IA,ETAL SUPPLY, INC. °�'q.'Ji f '✓ BERTHA HVTM AN S IL Accordion Shutter System If EC01N�. N.v �'#1 w/OR w/o Kv.varDGMt BLADE American Shutter Systems REV.N. DESCRIPTION DATE DRAWN BY. N.L. .O STATE Or :qty:TILLIT TESTING k ENGINEERING COMPANY Association, Inc. 1 OLD 11-193 4/10/15 DATE 01/10/15 L. ,=N.W.36N.sl.,Sta.303,V6tGINW GAf�F]Is,FLORIDA 3JI • �A'•• Phone:(305)871-1530.Fax:(305)871-1531 a268 west Roods Drive z DRAWING No L o-mall:U¢ecuonal.aam Wast Palm Beach, FL 33407 3 SS�dN�`� ER-0008719 Phone- (800)432-2204 . Fax: (561)209-8380 4 15-080 r.11 WALTER A TILLB Jr.P.E. P.E.SEAL/SIGN,4fURE/DATE FLORIDA Uc.0 44157 5 SHEET s 18 OF 20 o GENERAL LIMRATIONS AND CONDITIONS OF USE FOR BERTHA I UNWN WITH HV t1l A G ®•® 1.MAX A.S.D.DESIGN PRESSURE RATING:+110,- 110 Ps f. 5 2.MAX.SHITLTER SPAN:96'. 3.ALLOWED MOUNTINGS:A.D,G&H ON SHEETS 6,7:AS WELL AS --� MOUNTINGS M,O,T.U&W ON SHEETS 16&17. ONLR7A�JCINTEfiMATFS 1 (B07H W/ 4 OR ARE NIOWED WITH 1 Ui,D5)ED UN B IE OR OAPPOQNGLAYOUT.IN I SDE OF OPPOSING z T O m®m 4 OR 2S CENIERMA E �,m(, 5.(A)HV WINDOW BLADE 1@SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS 7YP.FA END ( (3'0 HOLES)FOR®PER BLADE AT SPACINGS SHOWN ON SHEET 4. (B)MIN.CLEARANCE FROM TOP OR BOTTOM EDGE OF HY WINDOW BLADE 1A 4 OF ANY 3'0 HOLE FOR®SHALL BE 12'. ALLOWED AT HV (C)FIRST OR BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HY WINDOW BLADE I� MAX.5 WINDOWS 10 WINDOW BLADE (D)HV WINDOW BLADEi®MUST BE USED ALTERNATE TO A SOLID W BLADE1O THROUGHOUT SHUTTER'S WIDTH. a \E (E)C ,MA7T5 SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID FLY1 °o pp BLADE AT E1 .SIDE OF THEM. @ . g (F)POLYCARBONATE HV WINDOW(q SHALL 8E UNSFP11m SO TT TABS FACE SFE END THE INTERIOR OF THE OPENING BEING PROTECTED. HV:YINDOW 144)MUSE BF. CONNECTION ONLY INSTALLED AND LOCKED USING A W SETTING TOOL PROM BY OSSA, DETAILS ON SHEETS �A \� INC. 10& 18 TYP. 5�.. FULL HEIGHT. t"3 riX 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO W000 FRAME E P i:bg BUIL 12N—ON SHEET 15,AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES FYF 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12&13 AS UMRED BY SPAN AND DESIGN LOAD(SEE NOTES 1&2 ABOVE). 8.MINIMUM SEPARATION TO CLASS SCHEOULE: (SEE PLAN FOR REQUIREMENTS) D H TAP TOE'&BOTTOM W I oR�op�6 +� SHURER SPAN MINIMUM SEPARATION TO GLASS NLIMffFD Ih 96'Max. 5' � ELEVATION MN SEPAWICH TO MASS EXISTING GLA: SEE SCHEDULE ON SHEET 12 FOR BAOEC) . --- ` MID ON TIS SIM FOR BIDES 0& ...------------ --------�j�_-_ - ___---____ _--_-___�______ 5 1 1 tAll 19/ elMR 9(SEE NM 4 ADM IES 1 4 1�Q YP. SYMM ICAL®GENTERAIATES %oO(sEE t OIE 4 ABOVE) PLAN \� a TYPICAL I) HV BLADE WORKING IN UNISSN"M74-HV WINDOW BLADE SHUTTER* ORD BUIL NG CORE HiLln velocity Hurricane Zone ,,\ �. '•^C�s` ©2015 Vu"f[RN METAL SUPPLY,INC. BERTHA HVTM ? --'-6 iL E C o �. - ®S.NS.A® k Accordion Shutter.System KY. BLADE#1 W/oR W/0 H.V.WN M t3 K E AYf� American Shutter Systems REV.Ne DESCRIPTION DATE DRAWN B(: LLL. ��/// TTLLIT TESTING & ENGINEERING COMPANY Association, Inc. + aD+1-193 /1a/1 Dare G4/1a/15 •.:C®.. 83 3 N.n.]gth.54•Bis-153 Yift1-:(33515,rLOfWA1-153 331 ,,C ••. ''S3 4268 Wast Reads Drive 2 Phona:(305)871-t53O.Fax:(305)871-1531 .... P7G fro �N VEL e- I:tft—O.M.aom West Palm Beach, FL 33407 S C n ED-0006119 Phone: (800)432-2204 .Fax: (561)209-8380 15-080 WALTER A TILUT Jr.P.E. P.E.SEAL/SIGNATURE/DATE FLORIDA Lk.9 44167 5 SHEET 6 19 OF 20 EQUIRM MINIMUM INSTALLATIONS W/ Cl) HV BLADE & HV CENTERMATES �)l 2.000'M- "N 6 L: 1 112'. 03THICK ASIMA-653} —GIMBE 40 7k ND fti1t-083' , INTO METAL STUD WALLS 7 "D STEEL CALV METAL STUDS AT IV O.C. ®6 D.C. 114"o NOMINAL GENE _MM ONS AND CONDMONS QF USE ALUMINUM SLEEVE _4 FOR BERTHA(l)'HV BLADE ACCORDION SHUTTER 6663-T5 ALLOY 43 SYSTEM INSTALLATION TO METAL STUD WALLS 3.000 I 3/4-x 6 1/4-x 0.035-THICK 6" C.r: SEPARATION TO GLASS SCHEDULE COMT.GAIN.SMEL TRACK CHANNMEi[". 43C Max. ASTM A-653 GRADE 40 M;1.G-61) C'G"D.C. 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 p.sJ. GALVANIZEDGALVANIZEDFASTENED TO STUDS EXISTING FINISH MINIMUM T_ffMMM""`lw� W 2)jr.I/Z*TrK SCREWS ON APPLICABLE 2.&EXrERIOR FACE AS APP2. MAX. SHUTTER SPAN: 84" TO GLASS LENGTH + I MIN_SEFAIWION TO CLASS 3. ALLOWED MOUNTING.@ ON THIS SHEET. 1 L470-203' BOLT (SEE SCHEDULE) 3 1/4- Ex's G CLASS-+— TO G_ (TYP.) r MUST PENETRATE i��)1 1 4. ONLY61ENTERMATE Q21 W/ 204 HV LOCK ARE ALLOWED EXISTING FINISH 21 ,114111,11)11INTMp AS APPUCA13LE WITH 21 GED A SYMMETRICAL LAYOUT GED �jQ'3 I 3/4�x b I+x O.U35 THICK Min. USE OF (2R)F ,r 1 1 T�35X(C LONG. MINIMUM) MUST ALWAYS BE i2n COATI.GALV.STEEL TRACK RANNFL. 43c 430 INCLUDED AT XTERIOR OR INTERIOR ACCESS SIDE OF ASTM A-653 CRADE 40 Min.C-60 GALVANIZED FASTENED TO STUDS 0 6'D.C. CENTERMATE. FIT— W1(2)J6.1/2'TEX SCREWS ON I INTERIOR&EXTERIOR FACE I I- 1/4"0-20 THREADS BLADE SLACK DETAIL HVF IS 1 14"0.ECO CONSTRUMON 7�1 VALID ALSO FOR CENTERMATE 21 APPLICATION WITH BLADE 10 PRODUCTS FAB—LOK HD M-REQUIRED MINIMUM 43b w .�z: ;:�, /6^x 1 1/2x 0.035'THICK a 6" O.C. COMPONENTS Mi"'ASTM A-On GRADE 40 MS WALL HEADER/SILL INSTALLATION EXIST NG FINISH AS APPLICABLE Min.0-60 GALV.STEEL SCALE. 3/3-= V METAL STUDS AT 16-D.C.. (Tw.TOP.&BOTTOM) — —------ K CHANNEL, ONT. STEEL TRAC DUSTING GLASS D GRADE 40 Mi�.C_50 VIZED FASTENED TO STUDS II iI symm*6w�6L �ASTM�A-6 /(2)#6xl/Z'TEX SCREWS ON M VARIES SE ON.,,: INTERIOR EXTERIOR FACE AA- 43b :% SYMME R CAL... S 43c 2 SEE SCH U q EXTERIOR CENTERMATES..W,.' CENTERMATES •W/ A 7: ACCESS SIDE: INTERIOR ACCESS SIDE --------—--—--- _6"{TTP.) MIN.Fa�'RMCN To CUM I N3 W SEPARUION TO GLASS I N 4 W/INSIDE LOOK(SIE WMW Mir. W/OUTSIDE LOOK(sa M 12 24 t2 21 21 21 21 LOCA D AT @ — I HV HEADER/SILL ENDS VIEW Y 4 '�3 (6"Min-) 24 SIDE CONNECTION TO TRACK 3 1/4-(Typ,)—6 1/2" 7 1/2,MAR. SLACK (Cont.) Bv� HVBftADE ... SLAC VC y Hurricane Zone, K DETAIL HVF iM FLOR11110 BUILDING CODE(HigIi Velocit 0 2015 EASTERN METAL SUPPLY, INC. 11 It. . �ers... % BERTHA HVTM A.S.S.Am Accordion Shutter System RV. MADE#1 W/OR W10 H.V.WINDOW BLADE American Shutter Systems REVJI. DESCRIPTION DATE DRAWN BY-. M.L. SIN TICCIT TESTING ENGINEERING COMPANY )4 A 6J55 H.W.30.SL,St.30%VRGIRA CNZDENS.�331& Association, Inc. I OLD 11-193 /10115 DATE' 04/I0/15 a (305)871-15.30.fax:(305)871-1531 4258 West Roads Drive 2 - DRAWING No —0;0ltxao4Daol.mm West Palm Beach, FL 33407 —3 EB-DO9 Ph—: (800)432-2204 . Fax: (561)209-8380 4 — 15-080 WALTER A.RLUT0671dr.P.F -5 SHEET P.E.'SEX/SlGNATt4/DAIE FLORIDA Uc.#44107 1 6 20 OF 20 TIL � C. TILLIT TESTING & ENGI14EERIPJG COMPANY WALTER A.TQ.LTT,JR.,P.E. tilteco@aol.com M p_E.License No,44167 PL E.B.License No,0006719 PRODUCT EVALUATION REPORT REPORT NO.: 15-0415:02 DATE: April 15, 2015 PRODUCT CATEGORY: Hurricane Shutters PRODUCT SUB-CATEGORY: Accordions PRODUCT NAME: Bertha H.V. Accordion Shutter System HV Blade 1 W/or MO HV Window Blade SUBMITTED BY: American Shutter Systems.Association, Inc. (ASSA) 4268 Westroads Drive West Palm Beach, Florida33407 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. Till.it, Jr., P.E. (System ID # 1906) as a Revision to FL 1850.1 to the American Shutter Systems 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: 2.1. PRODUCT EVALUATION DOCUMENT (P.E.D.): Drawing No. 15-080, titled "BERTHA H.V. ACCORDION SHUTTER SYSTEM",HV Blade #1 W/ or W/O HV Window Blade, sheets 1 thru 20 of 20, prepared by Tilteco, Inc.; signed and sealed by Walter A.Tillit, Jr., P.E.; dated 4/1,5 WaTrwing is an integral part of this Evaluation Report. A. 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 -Phone,•'•0051O - Fax: (305)871-1531 PRODUCT EVALUATION REPORT NO.15-0415.02 2 2.2. TEST REPORTS: For FIV Blade 1 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 of South Florida, Reports No. 0214.01-03 and 0715.01-03, dated June 27, 2003; and January 21, 2004 respectively, signed and sealed by William R. Mehner, P.E., and Henry Hatten, P.E., jointly with ATL Reports # 1004.01-05 dated 11/16/05, signed and sealed by William R. Mehner, P.E.# 1.214.01-05 dated 12120/05, signed and sealed by Henry Hattem P.E. per protocols TAS 201,202 and 203 completed with ATL Report # 0317.02-06, dated 05/23/06 Signed and Sealed by William Mehner P.E. also per Protocols TAS 201,202 and 203. Tensile test as per QC Metallurgical Report No.3DM-388 dated May 20, 2003; signed and sealed by Frank E. Grate Jr., P.E., as per ASTM E 8. Report No. 11 CM-223, dated 0310412011, signed and sealed by Frank E. Grate Jr.,P.E., per ASTM E-8, as well as Reports # 1 OFM-718, dated June 22, 2010, and Report # 11 CM-233, dated 0304/2011 signed and sealed by Frank E. Grate Jr. P.E. as per ASTM E-8 Additionally, Report No. 0210.01-11, dated 02/1112011, signed and sealed by Henry Hattem, P.E. and # 1220.01-10 dated February 1, 2011 signed and sealed by Julio E. Gonzales P.E., qualifying stronger Blade 1 with testing of HV Blade 3 (weaker) for Keystone mountings. 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 1710.5.3 Test reports prepared by American Testing Lab of South Florida, report# 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 and 2614 the Florida Building Code, per ETC Laboratories report # ETC -07-1095-19015.1, dated 12/14/07, signed and sealed by Joseph LaboraDoldan P.E. Testing for Polycarbonate Bayer Markrolon 3103 for Weathering /(UV exposure) per ASTM G-155 and ASTM D-638, per section 2614 of the Florida Building Code, per ETC Laboratories report # ETC-07-1095-19015.1, dated 12/14/07, signed and sealed by Joseph LaboraDoldan 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 Plastic Polycarbonate with resin 103, equivalent as per letter issued by Sabic, dated 7/17/08, addressed to Eastem Metal Supply Inc. to approved #9034 sheet grade with Miami Dade County Approval addressing the burning characteristics, weathering and structural (mechanical) propertip.10"O�q'•{O{L 1 `�'®''�®v�� ' C� 4 PRODUCT EVALUATION REPORT NO.15-0415.02 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 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc., July 31, 2006, May 23, 2008, July 1, 2011, October 27, 2010 April 27, 2011 and August 8, 2011 signed and sealed by Walter A. Tillit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Large missile impact under section 1609.1.2 of The Florida Building Code, as per ASTM E 1,886 and ASTM E 1996, as well as Protocol TAS,201 ( for Blade 1 and HV blade 1 qualified thru HV3 Blade, Weaker Blade For Keystone Mounting)And per ASTM E 1886 and E 1996 (for Blade IA). 4. WND LOADS RESISTANCE: Accordion Shutter System has been verified to sustain wind pressures. Maximum Shutter Span for HV Blade I shall be as indicated on sheet 11 of 20 of product Evaluation Document (P.E.D.), Drawing No. 16-080 at detail "M" on Sheet 7 (for Keystone Mounting "M"), 20 (for metals studs) and 12,13,14,15 of 20 of Product Evaluation Document(P,E.D.) , Drawing No. 15-080. Maximum shutter Span and anchor spacing for Window Blade 1A shall be as indicated on sheet 19 of drawing No. 15-080. 5, INSTALLATION: For HV Blade 1 Shall be- performed strictly in accordance with the details indicated on sheets 5, 6, 7, 8, 9, 10, 16, 17, 18, 19 and 20 of 20 of Product Evaluation Document (P.E.D.), drawing No. 15-080. Minimum separation to glass shall be as indicated on sheets 11 of 20 of Product Evaluation Document (P.E.D.), drawing No.15-080. Requirements for use of looks and/or locking rods shall be as indicated on Notes Sof 20 and note 10 on sheet 1 of 20 of Product Evaluation Document(P.E.D.), drawing No.15-080. The HV Blade Working in unison with Hv Blade IA, shall be performed strictly in accordance with limitations included on sheet 19 of drawing No. 15-080. Minimum separation to glass shall be as indicated on sheet 19 of drawing No. 15-080 6. MATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheets I through 4 of 20 of Product Evaluation Document (P.E.D.), drawing No. 16-080. Anchor specifications for HV Blade 1 shall be as indicated on sheets 13, 15, and 20 of 20 of Product Evaluation Document(P.E.D� ,j)VW#AG9 No. 15-080 LUP /ON XV PRODUCT EVALUATION REPORT NO.15-0415.02 4 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 I of 20, of Product Evaluation Document (P.E.D.), drawing No. 15-080 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product may 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 framOstructures, and Metal stud walls. 7.4 Limitations of use Blade, HVI USED in unison with blade HVIA shall be as per sheet 19 of 20 of drawing No. 15-080. Product Evaluation Report prepared by Walter A- Tillit, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida EB-0006719). of *0