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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 RECEIVED APR 1 276 P^*` '^-T�"� b"v-s`+ t .^s'Z""".T;' v x2'} _ i. i F}"'�`"-� W7,���v' '.?•{^''�.�'R- 42 2 r'f.• �"w•4_^: {�,^�`� �•-�s�.;mss�,a�{s'#s s.+r,a � �tl.r4 %a d "�' '.• & .�. . •c it y>n 3+.4``+, „5)t'xf x"' y t N 'T,�'.,a '' s i ri tt Ya � -+j—6-9— .. ^',�'i,w'..'•s�a�"...:fw..z-�.�:,,a�'-,=,..a`.�..:.',.aF..�e..:.....� .._..:.,.,.�.. � �a.:ir; �,���f�;'�s�'� W-911 Florida Deoaftento' BCIS Home i Log In User Registration Hot Topics i Submit Surcharge Stats&Facts Publications i FBC Staff SCIS Site Map } Links i Search j us16e%c ,;4��.Product Approval ,� rofesSi, � USER:Public User Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail SIR�w7 'tri FL# FL38 - 8 €"'nt z Application Type i n Code Version 2014 Application Status Approved Comments Archived ❑ Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Emali 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeiey@easternmetal.com Authorized Signature Bill Feeley irodriguez@eastemmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category hutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 2 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 9 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 Plorida 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 Flame 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 Ddf 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-Blade 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 o VHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resist :Yes Created by Independent Third Party: Yes Design Pres Evaluation Reports Other:Larg el"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 W-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 TBerthaHV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks -(Non-HVHZ)-Drwg 15- (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 15-084 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 Neut 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,emall 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 provide the Department with an emall 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: M W cJ`AeiY. 1-0 seauri Isu[ralcs. https://floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDavYYHH2vJvx53Mw... 4/15/2016 GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.ED.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014(5th EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. p DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BEINSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(ASD.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WAND LOADS AREA 1: HV BLADES(1)& ItA� BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX. (AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 &20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVER STRESSED,A 33 R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS HE USED IN THEIR, SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE(D #0214.01-03.#0715.01-03.$1004.01-05,#1214.01-05, #0317.02-06,#0609.01-10 AND#0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E=1886 AREA 2: HV BLADE(1)AND HV WINDOW BLADE 6lA AND E-1996 STANDARDS(MISSILE LEVEL D.WIND ZONES 1,2&3)&#1220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE (WHERE APPLICABLE) -HV WINDOW BLADE ®#0505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D,WIND ZONES 1,2,3)BASIC PROTECTION ONLY AND#D725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2. FN BLADE Qi AND HV WINDOW BLADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL UMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M. CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS(HV SCREWS). USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE#14x2.75'AND#14x1.75'RESPECTIVELY,410-HT MINIMUM SERIES CENIFRMATE DETAILS FIV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 k.".TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENIERMATE ALTERNATING DETAILS HV SHEET"9 COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-TES ALLOY IS 30.0 ks AND 35.7 liEND CONNECTION DETAILS 1-6.CONCREWELOCK SHEET 10si FOR 6005-TS ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AIS)SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 ksi MIN.TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL.,OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 W. MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADED: 12,13,14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 HV BLADE 0&@ WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X.WOOD SHEET 17 -8.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT#6'779,582-COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT#5'458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12 &X.WOOD SHEET 18 METAL SUPPLY,INC. AREA 3: HV WINDOW BLADE R ONLY 9.R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TD INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAW INTRUSION. TYPICAL.SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL HV AND HD CENTERMATS AND ENGAGE OR LOCK ALL FIV AND HD LOCKS. AREA 4: HV WINDOW BLADE L I J ONLY 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE-LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA 13UILDING CODE ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERT'OPENING. LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE 12.BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WRIT SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPUED TO. 13.(0)THIS P.E.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.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (e)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (EO.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.ED. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. 11111 FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone R A. l/�AA�j�� ©2015 EASTERN METAL SUPPLY, INC. �P'L10El 1�v9;, BERTHA HVTM 1L E A,S,S.A. Accordion Shutter System *o: �7JA y American Shutter Systems K V.BLADE#t W/IXt W/0 RV.WINDOW BADE /lJ Y DESCRIPTIIIN DATE DRAWN BY. ML TIWT TESTING & ENGINEERING COMPANY 0 TE •:•*� Association, Inc. OLD 11-192 4/13/15 DATE 4/13/15 ��. F �F,. 6333 N.W.36th.St•Sta 305.1MGM GIVIDDI5,FLORDA 3316 Phone:(305)871-1530.Fox:(305)871-15}7 4268 Westroods Drive DRAWING No I',' L ' �KTi``` e-mail:6TtecoOed.com West Palm Beach, FL 33407 3 L9, West ENQ'����`� WALTER A�OLLf1Jr.P.E 4 15-085 P.E. SEAQ NftTURE/DATE FLORIDA Lie.g 44167 3 SHEET 6 1 OF 2D 1Y ra6 winnow 61A0E eb, VARIES 1.918' 1.491' m7��4 ° r �9• o Mox. , 1.200" 0n m c 4.371' a Sgb" 4.365' 1 4.999' 0 ?j'rv. .375" 1 HV SOLID BLADE HV 90'/180' STARTER COV UNDER US PATENT 8179 1)HV UNIVERSAL FLOATER QUALIFIED FOR USE W/ QUALIFIED FOR USE W/ HV BLADE 1O ®HV DIRECT MOUNT HV BLADE Qi IHV D 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV D TEMPER -SEE LIMITATIONS OF USE OF BLADE®ON SHEET 19 BLADE( .� 6063-TG ALLOY AND TEMPER 3.226 1.500' fi063-T6 ALLOY ANMD TEMPER .124• oes" 7O" yd' 2.670' 3.556' ) .994' .67 1.000• cl .670' 2226• - 0 72 ti 842 - - n 4 ?jA O .815' 2.092" 07 HV ADJ. ADAPTER W/LIP 4.436' 12• 1.375• 0.072' -------� 0.072'' .920 3.226' QUALIFIED FOR USE W/ HV ®HV WALK-OVER TRACK ©HV M. FLOOR TRACK BLADE 1D QUALIFIED FOR USE W/ HV 9O HV TRENCH TRACK 55' 3.750• 6063-T6 ALLOY AND TEMPER BLADE 1 QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER BLADE(D ONLY. 1� HV RAINGUARD 13LADEQ7 . 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER ^ VARIES 1.936• BLADE(1) 1' 1'915_ VARIES 1.936' 6063-T6 ALLOY AND TEMPER Max. Max 1.97" ini .100' .003 p .� -09a083' 083' i� . _ n .060• n 670 .093' .093"°o j. `+ .060' m1 4ep. 670 1.686' 670 3.520• 5 ' 3.529' 670 o1y. 11 HV CEILING HEADER (p HV HEAD/ERZSILL 13 HD CEILING HEADERISILL Q�IFIED FOR USE W/ HV BLADE(l)ONLY. QUALIFIEDORTE AL oY AND BLADE MPERO NLY QUALIFIED FOR USE W/ HV BLADE 7� - 14 HD WALL HEADERLSi ILL SEE SECTIONS FOR VALID SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W%HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE(D ONLY. 6063-T6 ALLOY AND TEMPER X Y COMPONENT A B T1 T2 % Y t MN.ZQ 2' 5'MAX. 1/8• 1/8" 18 2' 5'MAX. 0.192• 0.192" SIDE ANGLES 6 4c: CORNER POSTS QUALIFIED FOR USE W/ HV ALUMINUM ANGLES 19 2.5" 7"MAX. 0.190• 0.190' QUALIFIED FOR USE W/ HV BLADE( QUALIFIED FO�USE W/ HV BLADE Q 6063-T6 ALLOY AND TEMPER BLADE 1 ONLY. 6063-T6 ALLOY AND TEMPER 2' S'MAX. 0.139• 0.131' 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 0 p:T)1(jT J, 0 2015 EASTERN METAL SUPPLY, INC. ... BERTHA HVTM Q . ENSF Accordion Shutter System 1 L E C O I N C. A.`+■ .A. H.V.BLADE#1 W/CR W/O H.V.WINDOW MADE *; �l/: 'V'� ••*' TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems ,N D6CWPTIO14 DATE DRAWN 6r: M.L C[? Associatlon, Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 '•. STATE DF .tv r 6=N.w.36m.SL.s1�.30.5.xRawu cucENs.rtoRIOA ssl Phone:(305)87(-1530.Fax:(305)871-1531 4268 Westroads Drive z DRAWING No O� FCDRID .•��� a-mai OltEB-�acfi®9.com West Palm Beach, FL 33407 s g�' A�E���.�` WALTER A TILLR Jr.P.E. 4 15-085 P.E. g�T%GI,6Mt5'��RE/DATE FLORIDA�`'d 44167 s SHEET 6 2 OF 20 4.660' .929' 4.576' .745' 2.293' 1/4'-20ADD/' 1/4'-20 IE CASE m.334• FIAT HETHREADED HOUSING EWED 1/4'-20 2.293' .745' (2 Y.S NAKED PANTED TH)EIDED E CASE 9O• o myN`� K19 (2 TIP.) AMEI BAUEMG ENEDBO(EO PANOD 5TURN mI(N06. oa0 .875' . c n n m 5 e ' .318 BRASS CYLINDER m� 0.4$q. __.. _._N* e G` E (CHROME PLATED) .S m p^ PLATED) 21 HV CENTERMATE s, p, a� 1.325 HV LOCK ® HV EGRESS LOCK QUALI ED FDR USE W/ HV BLADE 1 1)ONLY l«J FLOATINGHV E E o)3p,y 3023• 875' QUALIFIED FOR USE HV QUALIFIED FOR USE W/ HV 6063-7s ALLOY ER QUAED FOR USE W/ HV BLADE 1 & to ONLY 2' BLADE 1 NLY_ BLADE 1)& ®ONLY. 6063—T6 ALLOY AND TEMPER (L_J1 H CORNER CENTER AT Q AUFIED FOR USE W/ HV BLADE 1 ONLY 250'O.D. 160, 2.874' 6063-T6 ALLOT AND TEMPER PLASTIC HEADMOLDED TO1.756' .922' 4.045' 2 SCREW 2.079' 1.753' AFEER RIVETING Imo' o p61 P n .825' `t .�. c N mss.'3. ry ^ BEFORE RAFTING y " ° 1/4"ID-20 x 3�4" ri S.S. THUMBSCREW 11470-20 RIVNUT* ---I��i p�' m *SERIES 9444 ALUMINUM(2024-T3 ALLOY)TARGE FLANGE THIN m m SHEET NUfSEAT.PART 0820,AS MANUFACTURED BY AVDEL 2 I i 2750 m S.S. $CHERRY TpRORN.PARSIPPENY,NEW JERSEY 07054 OR EQUAL PLAN � FRONT ELEVATION ® HV MALE "T" LOCK CENTERMATE 4.566• LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE !)ONLY ® HV FEMALE 717 LOCK CENTERMATE LOCK ® HV ALTERNATIVE LOCK 6063—T6 ALLOY AND TEMPERQUALIFIED FOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADEQONLY QUAUFIED FOR USE W/ HV SLADE(1�ONLY W/HV BLADE QONLY. BLADE QONLY. 6063—T6 ALLOY AND TEMPERR'' 6063-T6 ALLOY AND TEMPER .5' 7.917 1.917 3.167 o 443 D - . gi THUMBRIRN Dom. _ CYLINDER OR .214' n .083 .D62' KEY CYLINDER214' mf� .545' 0.875'W.. m n o o 10 0 1 .125'Max. ® HD CE TER TE W O LOCKI ROD ® D C TER ATE W LOCKING OD m O 0 o QUALIFIED FOR USE W/ HV BLADE(q&& A QUALIFIED FOR USE W/ HV BLADE(9& 1A HD CENTERMATE'S INSERT ° 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER ami o VARIES, 12•MIN. QUALIFIED FOR USE W/ HV BLADE 1)&Q m _ 1/4•0 2 S.S.OR 3/8-0-til 1.130, 6063-T6 ALLOY NO TEMPER THUMBRIRN ACETAL THUWBSCREWS. (SEE DETAILS) D0 OR CYLINDER KEY 1.57 Min. CYLINDER 1.78'Max. ® LOCKING RODA 111/4-0 ® HD LOCK 375'0 QUAD FOR USE W/ HV 1 HV 1 4" 0-20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. ,,,,,,CCCCCC������ 6063- EMPER HV 3�THUMBSCREWS ACETAL / QUALIFIED FOR USE W/ HV BLADEO&& A u@INSTALLATION WILL REQUIRE A 7/16" HOLE THUMBSCREWS FRIES S S TH MBSCREWS O O DRILLED AT TRACKS FOR PROPER EMBEDMENT ALIFlED F 71 LqY ti B QUALIFIED FOR USE W/ HV BLADE Q FLORIDA BUILDING CODE(Hon Nigh velocity Hurricane Zone D 2015 EASTERN METAL SUPPLY. INC. � 7777. i ENSe ' BERTHA HVTM 1 L E C 3 N�. A.S.S.A. Accordion Shutter System :• ��--= KY.MADE#t w/OR w/o H.v.WINDOW RADE American Shutter Systems REV.No DESCEIPMON DATE DRAWN BY: M.L. • `y� C = TICCIT TESTING & ENGINEERING COMPANY S ` Association, Inc. 1 OLD 11-192 4/13/16 DATE: 4/13/15 'A•• P \` :355 N.W.36N.St,Ste.305,V.Fax:4.305)57 1-154 3316 '''P-'• F6QF1� \fir Phone:(305)871-1330.Fax:(305)871-1531 4268 Westroads Drive z DRAWING No e-mai®-0WB®191- West Palm Beach, FL 33407 3 15-085 �iq,�1S�ONA77444444 WALTER A RLLET Jr.P.E. 4 P.E. SEAL/SIGNATURE/DATE FLORmA ua.g 44167 6 SHE� OF 20 SHUTTER ASSEMBLY SCHEDULE FOR 3/8.0 HV O HV 41 12 TOBLADEPCE .625' O 40 ! E .1875-1 (1FNoft 1 HV BLADE 1 t ; HV WINDOW BLADE .0625' SFcnON z_x .0625' .0625" ® HV BLADE 1A t �`%\ 3® HV LONG RECESSED NYLON BUSHING f x Z U I t BLADES '0 OPENIN -1875' Y .0625 3 a F N KN(TYP) 0.0625' Q HV SHORT RECESSED NYLON BUSHING �a f ® HV NYLON HAT WASHER Q OR ® N N i 1 I ZE FLAT PORTION AOR RI 750 3 w' ® HV WHEEL CARRIAGE AISI 302-303 SERIES I I '� q' t• 4 1 M /d2.750' X 0.870"x3/16"THICK NYLON WHEEL 3 I I 3 N 2 7/8'MIN. HV WINDOW 0.188"0 AISI 302 SERIES S.S. RIVETS 315'0 SEPI oN m3.00 .0625' 3.7500' I DB��, .0625- ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD * EXTERIOR !J, OPENINGS t 5 3/4- SFwaN Y-Y h ON C TERS•*� Fn75D0' ® HV 2 3/4" ACCORDION PIN W/ #8 HEAD * 41 -I_._ 2 1/4' Ars R FlcvnnON 7? cLFAR ® POLYCARBONATE IMPACT RESISTANT HV WINDOW I I t f e—EEN TYPICAL. HV WINDOW BLADE 1nA AND POLYCARBONATE HV WINDOW DETAIL OR ® 4 or @ N.T.S. 3 MNOTE FOR j I I UIRENENTS) , i (DOR ® I i ! F*BAYER MAKROLONPOLYCARBONATE M3103 POLYCARBONATE PCT RESISTANT HV WIN * I LMIN. M STIIZN OR BIC TO BLADE INNOVATIVE PLACLEXA03 RESIN t I a� I I Q1 OR ® i I (SEE NOTE "F" ON SHEET 19). w 11)w OAo � (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR 3 ' BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1j) OR j ! POLYCARBONATE SOURCES FOR 44 EXTERIOR HV 3 BLADE. TYPICAL SHUTTER ASSEMBLY ,YPraE PROPEB6Fs STS P,P RE5 L WT'S' HV PIN OR(©3 AT REFII30ICE "®'w/�� (2) HV PIN ® MAY BE USED IN LIEU OF 0 AND ONLY AT EXTERIOR EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1 00.324 BLADE'S KNUCKLE. eosrti (SEE NOTE * FOR SETCOC G.VOY /SIU 0192 0.043 Ibt' M043 Ib/In' BLADE WHEN CORRESPONDING TO INSTALLATION "ll", SHEET 7. 3 REQUIREMENTS) Typ. 0 mislz nan m+ENGnt AM ossa 9.4w"I. 9-s P.W. (3) HV PIN © OR ©W/ 1/2" O.D. 1/16" THICK S.S. WASHER ® ! ! t FLDnLn sm0rcn+AT'g3D ASTM 0799 125oo P.":. 13.40 A. !I FIDQ R MOWLTLS ASTU 0190 Jlaaw p.e.i. 315.00 PAL. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 9 I ! I ameOc SHEET ® t t ! NOTGIOD I= ASM VS6 18 Fr-%t 17 R-m/n WHEEL CARRIAGE DETAIL SMOKE Deme ASTM D2643 47.2 X G/.5%M& N.T.S. ASSEMBLY LAYOUT Mw w B01 G ASM ows G-1 CLASS o-1 CLASS N.T.S. SELF rNMON ASIY D1921 1010'F 980'F 1 A u 0156 Tames slraNcrx AFIEx NTATh ASTM T� 939z Pa. ee10 Pg� nH V BLADE SOLID & �A H V WIN D E DETAILS ET15 E SIRES BFFmtE NFATNEf6na ASID 636 0161 am P.O. N.T.S. FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zona '�(ER A ..fill,, ©2015 EASTERN METAL SUPPLY,INC. �' <<,r, BERTHA HVTM --� pp►► Accordion Shutter System 1 L E 1.C. A C® .S.S®A. H.V.BLADE#1 W/OR W/0 FLV.WINDOW HAM American Shutter Systems EV.N DEWRIPBL. ON DATE DRAWN BY: M. TIWT TESTING & ENGINEERING COMPANY • TATE OF N.N.J61A St.,fila 305,VWGITM GMOENS,RORIOA 3316 Association. Inc. 1 OLD 11-192 4/13/IS DATE 4/13/15 '• Phone (305)871-1530.Fa::(305)871-1531 4268 Weslroods Drive z e-maR:6Lew®valcan West Palm Beach, FL 33407 3 DRAWING No 1P.E. ,. EB-0006719 15-085 ,;01VA ENG��.�•` WALTER A TRur CLF.P.E 4 9`EME.�6(U0flURE/DATE FLORIDA u0.Q 44167 5 SHEET 6 4 OF 20 * SON V LOCKS AND E M A B rc 0 s T u 1 MANDATORY CONDITION Jh:ONE HV LOCK®or SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE ORB OW 2 OF SHUTTER SPAN R SPANS UP TO 105".AND FOR INSTALLATIONS T ANY ELEVATION. FIV LOCK or MAY BE USED AS AN NSIDE OR OUTSIDE LOCK,ATTACHED TO 0 OR It It If It CENTERMATES W/(2) 1/4'0-20 x 1/2"LONG FLAT S.S.M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON @-@- TYPICAL SHUTTER ELEVATION. 16® 2.,OE)! IF DESIRED, FOR PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO FIV LOCKS OR MAY BE USED INSIDE OR OUTSIDE LOCI(. CONNECTION OF LOCKS TO CENTERMATES OR SHALL BE AS INDICA TE(1)ABOVE EAS INDICATED ON TYPICAL SHUTTER ELEVATION. x 3. D ONLY MEN MANDATORY GONDITION 11 98 II o 5� g ® BE IS USED W/EWO H O LOCKSC LOCKING RODS ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY 4 5 oa 0 oa 4 °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.MANDATORY CONDITION i2.•ONE HV LOCK® ®SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN �8- AND INSTALLATIONS AT ANY ELEVATION. FN LOCK or 0 SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO Q�CORNER CENTERMATE W/(2) 1/40-20 x 1/2'LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS xoe-NYC —01 AT TOP& BO OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. i � � MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. o Sia ® �5 5. '� � gg9 ONE ALTERNATE FN LOCK MAY BE USED IN LIEU OF HV LOCK or FOR ANY SPAN.AND O �= Q Mi INSi TIONS AT ANY ELEVATION.AL ERNATE LOCK® MAY BE USED AS ANINSIDE OR OUTSIDE LOCK.ATTACHMENT OF 1/4'0-20x3/4'S.S.THUMBSCREW TO®OR®CENTERMATES SFWl BE MADE W/ 1/4'0-20x3/4'ALUM. RIVNUr AS SHOWN ON SECTION FNE, SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. 6. ��!N0.:TORY CONOTII(NN �j FOR KEYSTONE MOUN17NG INSTALLATIONS: ONE FN LOCK 0 or 0 or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96',AND FOR INSTALLATIONS AT ANY ELEVATION. FN LOCK®or®or®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO®or®SYMMETRICAL CENTERMATES W/(2) 1/4"-20 x 1/2"LONG FLAT HEAD S.S. SEE END M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/0 CONNECTION OR Q TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON SHEETS 10& 18 TYP. HEIGHT. FULL I7 *NOTES ON HV "T" LOCKS AND CENTERMATES: OF CORNER 1.IRFMND ALTERNATE TO MANDATORY CONDITION#11 VAUD ONLY FOR FN'T'I QGN LS7X .AND CENTERMATES a AND CENTERMATE �j ONE ALTERNATE HV 'T'LOCK(�MAY BE IN LLED IN LIEU OF HV LOCKS n OR 0 FOR ANY SPAN AND +�� I STALLATION AT ANY ELEVATION. AL TE LOCK Y BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF LOCK 0 INCLUDES USING REINFORCING LOCKER V, AS SHOWN ON SECTION HVG, SHEET 9,WHICH MUST BE CONNECTED TO CENTERMATES 0 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/ 1/4'0-204'S.S.M.S. INTO A 1/4"0x 5/8'RIVNUT.LOCK MAY BE INSTALLED AT MIDSPAN OR 12' 6 + 7 oa 6 + 7 oa MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS®TOP AND BOTOM IS MANDATORY. + 7 ow HD LOCKS & CENTERMATES: 1. Hp rr 1 ev/Nn CQM3 u►Tcc� OR -W/3W . ONE ALTERNATE HD LOCK30 MAYBE USED M LIEU OF YPICAL1 HV BLADE SHUTTER ELEVATION FN LOCKS V 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®IS W/3#8 x 3/8'F.H.S.S.MS.,AND INCLUDES REINFORCEMENT INSERT®AS SHOWN ON SECTIONS HDB-HVB AND HOC-HVC,SHEET 10.LOCK MAY BE INST&LED AT MIDSPAN OR 10 MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS®IS cOMPLETELY OPTIONAL FLORIDA BUILDI G CODE( on High Velocity Hurricane one ©2015 EASTERN MEIAL BERTHA SINC. HVTM VE 1 L E C® . Accordion Shutter System y KV.aME#1 w/OR W/O KV.WWW RAM * ��fy//.f`•*E Amer(can Shutter Systems REV.w DESCPIFRON DATE DRAWN BY. M.L. 'a STATE OF TILLIT TESTING & ENGINEERING COMPANY ASsociatlon, Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 9••• :�Q'= 6355 N.W.36tH.St.,Ste 913.VIRGINIA GARMS.FLORIDA 331GE Phone:(305)571-1530.Fox:(305)871-1531 4268 Westroads Drive 2 DRAWING No -mm:hlteeoccoixom West PDIm BeOCh, FL 33407 3 / NALE�Go��' WALTER A�LLrr1Jr.P.E. 15-085 0 `` P.E. SEAt�ft'HMUARE/DATE FLORIDA u`'g aa1s7 6 SH5 OF 20 ONCRETE ANCHORS POURED CONCRETE POURED POURED SEE SCHEDULE ON OR CONCRETE BLOCK CONCRETE ( REQUIRED 1/4.0-20x3/4'S.S. CONCRETE REQUIRED '�� 13) CONCRETE ANCHORS MACHINE SCREWS REQUIRED CONCRETE ANCHORS 17 18 A FOR aNE(SEE MD°NIING®ON SHEET 7) SHEET 13)SEE SCHEDULE ON W/1/4'120 (SEE SCHEDULE ON SHEET 13) NllfS® 12"O.C. 1. 1• O14 Min. 1/4.0-20x3/4•S.S. Min. _ EQ EQ MACHINE SCREWS USING 1/4'-20 NUTS 0 12"O.C. /2. O oft 1$ E D.• .250'Max. -- - b 13 OR $ D y .750' -r D --- 1 .250'Max. I Max. ED ii 1 •TILT ,\\ ii OPTIONAL I I I �OPiIONAL i TO GLASS(SEE 11 I 9 I MJUEaEm ��� 1 OR ®� I IXISRNG ' _ MIN.SEPARATION TO GLASS 1 ON SHM 19 FOR ,, , I GLASS SCHEDULE ON SHEET 11) I D(ISTING BLA�mg� , I MIN.SEPARATION TO GLASS 1 ' G" EXISTING ~(SEE SCHEDULE ON SHEET 11) 1 1 OA HV AL ADE STAL GAS ©HV WALL HEADER INSTALLATION B� HV WALL HEADER INSTALt.AT10N + KEYSTONE IXISTING 1 MM.SEPARATION TO GLASS G , , F_(SEE SCHEDULE ON SHEET 11) 1 "TO SEPARATION 1 OR ® ' i 1 1 I, 1 EwsnNG_, I to CLASS(SEE I 1 I MIN.SEPARATION TO GLASS GLASS -SCHEDAE ON S9esT ' I i`(SEE SCHEDULE ON SHEET 11) 11 FOR BLADEm mAW rh ON si19 FM �'M'I i 1 i 1 1 OPTIONAL i BLOIFSmh� ' EXISHNG , . c.:,.,� �� E t= --- Max. 1/4"Max. �OP'RONAL ii 13 °R 1$ 11 �i E D.y D. /2. - -- 19 I --- EO EQ-1 r� /' 3 OR4 1/4'0-20x3/4'S.S. MPHILLIPS TRUSS HEAD 1/4'0-20x3/4'SS.PHIWPS MACHINE SCREWS USING CONCRETE ANCHORS TRUSSHEAD MACHINE SCREWS ONCRETE AN �-% 181" 1/4'-20 NUTS a 12'O.C. (SEE SCHEDULE ON W/ 1/4°-20 NUTS® 12'O.C. (SEE SCHEDULE ON HEEr 13) Via. POURED CONCRETE SHEET 13) POURED CONCRETE GR CONCRETE BLOCK OR CONCREEE BNCRETE ANCHORS REQUIRED WALL REQUIROp HV WALL SILL INSTALLATION (SEE SCHEDULE ON O HV WALL SILL INSTALLATION OUR ED CONCRETE SHEET 14) OR CONCRETE BIACK WALL REQUIRED O HV WALL SILL INSTALLATION NOTE FOR COMBINATION OF SECTIONS: INSTALLATION DETAILS W/ 1-SEE SHEET 4 FOR TYPICAL SHUTTER •E D.=EDGE DISTANCE `' ASSEMBLY SEE SPECIFlCA-TONS ON SHEET 13) B�EMAAONN O�FTU19 FDR 10 HV BLADE 2-MOUNTING SECTIONS CAN BE COMBINED ( O PI ANY WAY TO SUR ANY INSTALLATION. 111111111/ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY, INC. r BERTHA HVTM Accordion Shutter System _ - 1 ECO MC. . . . . HV.BLADE#1 W/OR W/O KV. HAI�N RADE American Shutter Systems y I� YIEV.No DESCMPTION DATE ORANN BY: M.L '"C• S A FQ` TIWT TESTING & ENGINEERING COMPANY Assoctatton. Inc. 1 OLD 11-192 4/13/15 DATE- 4/13/15 xan 9^', �. •(V` esss N.W. .St,Ste.=.MGMGARDENS.FLORIDA 3316 4268 Westroads Drive z C/^U'11111 Pnane:(3°5)971-1530.Fax:(305)871-1531 DRAWING No ` .......• G\� � e-mail:fill 67191��m West Palm Beach, FL 33407 3 15-085 sONAt;TEN���`` WALTER A N TTIJr.P.E. 4 SHEET P.E. SEALf 9R'A"TURE/DATE FLORIDA ua.a 441 b7 6 6 of 20 CONCRETE ANCHORS I ♦ I I I Nw.sEw7unGN I 1 POURED SASS(SEE i I i ) OR ® I I —O i ro mAss 1 CONCRETE (SEE SCHEDULE ON SHEET 13) I lO awss-(� I � EXISTING I�utE ON s+'ET GLASS I I REQUIRED '-I 17 FOR mese mAfd)I i I s+Ec7 it) EDGE OF i pN y�to ET1R I 1 Nwro i t i 1 D APPLICABSLIB LE LE EXISTING� awes0)�® \ Ilr'- salmac \ I I I 9 ALTERNATE T i l I i i 1 1 EXISTING i E ANCHOR 11 I I i I I I I G I I i ✓ z I LOCATION i I i I f 1 I i 1 Q1Ox3/4"HEX WASHER HEAD I I I I OR 3 OR t 5 . I S/D NIN. TEK SCREWS 4D 12"O.C. 1 6 EDGE OF I 3/8 Mw. CONCRETE ANCHORS I APPLICABLE (SEE SCHEDULE ON SHEET 13) E iI I EDGE OF EXISTING i t I EDGE OF—I I III SLAB IF p GLASS i i II SLAB.IF 1 I 1/2 1 EDGE SLOF APPUCA13LE YN S7yAR/NW APPLICABLE Q. Q. APPLICABLE POURED FLIT HEAD CONCRETE ANCHORS To GtAsSw POURED D. CONCRETE 'QEIAAE w S EET I CONCRETE REQUIRED (SEE SCHEDULE ON SHEEP 14) POURED REQUIRED FLAT HEAD CONCRETE ANCHORS 11 NSfaV 9 FOR 1 OR ®CONCRETE Img® REQUIRED D. D.4 (SEE SCHEDULE ON SHEEP 14) 11 .TRENCH INSTALLATION VALID ONLY FOR UP TO +70, -75 PSF A.S.D. HV FLOOR INSTALLATIONt (1)HV WALK—OVER INSTALLATION SDESIGN CHEDULE PRESSURE RATING AR ET 'G&FOR SPANS PER © HV CEILING INSTALLATION EXISTING NN.. CONCRETE ANCHORS j--(st:E Sam . —roses I I O (SEE SCHEDULE ON 1/4"0 nW mmmc TAP".W/ .1�1q I 0(SEE Sai➢NE —� - i SHEET 15) ADJANOR)THRFADFOW . Dx srmr it) I I I I EXISTING IEOMOGY OR 1/4'0 POWERS I 1/M1- EXISTING—1 EXISTING I� ro 47As GLASS—I I FASIDhRS TAPPER+AN067S W/ MAX. GLASS ; GLASS -iC--tu GIA oN SNEEI 113 —O I NIL SE9nI 1 3/4-IIIN.EMBEDMENT o 8- �{(s¢Snsn0 1 I o.G FOR UP To e'-o"SPAN AND I I i 0 i1i i it i 1 4-oc.FOR SPANS ARM 7" LI 1.1 1/4- t SPN M TEVOEtiI�FpS 7fArD 4 I I I I I ;i l Iii MAX. I 1 I (7Yp,)(SEE NOtE N ON 57EET 7 7 1/2" 'S p■ 1 #10x3/4-HEXN7, wR DGDTAnGPs 3/8" . MpBL i - WASHER �SCCREVSIII 1 i i wNr.sEAtANr . 14x3 4" HEX NERD 1 8- ® 12.O.C./ i II 11 y 1/4-Y20u3I4"STs u5 TIX SCREWS®9"O.C. i _ ___ #I4x3/4'S.D.S. i i i 1 4 .'. )OR 1/4.0 _L -20 S.S. M.S. iCONCRETE ANCHORS 1 _ _ ®9.O.C. ��� �'' ,W/NUT IP 9.O.C. (SEE SCHEDULE ON '� FODSIINC NON STRUCNPA j SHEET 14) ,"• a . -VT------- 1/2" 1" )7 R)6 ...2.00"MIN. SILL) TRDI(oECORATNE J EDGE OF '1.-• W III / SLAB IF /14x3/4-F.H.S.D.S. ; MIN. f rouRm oDNrEt'cfE 171 1 7 B- 1 7/8" I APPLICABLE CONCRETE ANCHORS SEE NOTE 13(b) 9.O.C. _ - REwwm D POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 SEE NOTE 13(b) p_ OR CONCRETE BLOCK SHEEP 14) POURED CONCRETE ON SHEEP 1 '•'�� ". OR CONCRETE BLOCI( REQUIRED REQUIRED MQ KFYSTON MOUNTING INSTALLATION OPTIONAL POURED MMMM ASO.DESIGN PRESSORS:+84.-74 PIT CONCR K HV WALL FLOOR INSTALLATION © HV WALL WALK—OVER INSTALLATION. RWUIRfA 61A1f9AUN SHUTIFR SPAN 8'-0' (2 HV RAINGUARD INSTALLATION t rrog NOTE FOR COMBINATION BE OF SECTIONS: REMOVABLE WHEN Pt THIS INSTALLATION ERFORMED FE D.=PAGE DISTANCE ADJACENT TO AN OPERABLE EXIT SEE LIMITATIONS OF USE FOR ICAL SHUTTER EE SPECIFlCARONS ON SHEEP 13) OR ENTRANCE BLADE 1A ON SHEET 79 ASSEMBLY INSTALLATION DETAILS W/ T HV BLADE INAMOUNTING Y w Y"o SUIT ANY TTq�LpTOjMB TIED FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone pl..'fit C7j�J' 0 2015 E'ASiERN METAL SUPPLY, INC. �CENSF BERTHA HVTM ��. EGO INC. A■S■S.A■ H.V`�E#1W/ORRW Shutter System *= TIWT TESTING & ENGINEERING COMPANY American Shutter Systems DES=FnON DATE oRAwN BY.- I.I.L. o'• TATE OF 83.,5 N.W.38th.St.,Sta.30.5.NRGINA GARDENS.RAROA 3316 Association, Inc. 1 OLD 11-19z 4/13 15 DATE a/13/1s Pbonu:(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive 4 DRAWING No e�S•. R �-�\`\�` rm EBtil 67191 .00m West Palm Beach, FL 33407 ± 15-085 I S��NA1- \\\\\ WALTER A RLL°Jr.P.E. P.E. SF�tYMNA1uRE/DATE FLORIDAc g aa,67 6 SH7Ef OF 20 SEE END WALL 5HEETS 10 A 18 SEE TOTES ON LOCKING RODS D.HV LOCKS 2Q or(D our IN EXISTING GLASS INSTALLATIONS W/ 1 HV *,� ALTERNATE rA LOCK®ON SHEET L E SLACK DETAIL HVF IS VAl1D FOR ALL BLADE W1 HV CENTERMATES CENTERMATES APPLICATION wrrH BLADE CCF Fun WALL CONNECTION EXISTING GLASS DETAILS ON SHE 212•xl/8•x0'-2 I ®+®°'19+Oon l9*�5 3 1/4• 7" 6 1/2• 7" (6063-1`6 ALL"ALUM. OPPOSING SYMMETRYCAL ANGLE W/(2) 1/4.0 TAPCON I 1/2" DR©+ ANCHORS TO CONCRETE CENTERMATES CENTERMATES MIN. SEPARATION (TOP/BOTTOM)h QIOx3/4•S.M.S.0 12• GLASS (4)#10xt/2"S.M.S.rr m)At I . O.C.FULL LENG12" W/ HV LOCK or W/ HV LO-- CK o 5 io SCHEDULE(SEE SCHfiDDLE AT EACH ANGLE(T>P) 3 * Z oN SHEET 11) 5 ® °° * 35* I N J 7 �A - ——————————— F—�— 7 —————-- t�v 10 90- 2' O HVB OUT ® * HVC �°"®°fl©+OoR®°R10+�oR POURED CONCRETE OR HVA EXISTING GW95 CONCRLTE BLOCK WALL 6 + 7 0 6 7 I a W REau ED « Saat + Sae 8 + wl C------------- 1`}O—©� 0�®� ---- ExImNG © © O O © SYMMETRICAL * IN lJ v MIN.SEPARATION cLnss 8 ,®DR 19+Q3a19+�5 �IXISTN CENTERMATES 6 ©+®oR1©+®°®+©« 5 To cwss —J GLASS W/ HV LOCK L�6* oPnoNAL (SEE SCHEDULE ON SHEET 11) °R ® � * 3 (INTERIOR) O`© ®+ MIN.S' TION ©+® TO GLASS -- (SEE SCHEDULE FIN—] OPTIONAL — — ON SHEET 11) (INTERIOR) --_—___ _—_—_—_ —_—_—_—___ — _ — OUT _ CONCRETE ANCHORS _ � 1 I 16•o.c. il Z VARIES * J* ® ® 7 Vo ou ® OUT 6 1/2"MAX.SLACK OUT * (E)MERIGR) HVE HVF** HVD FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone \I\11111NI111/I// ©2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM ENAS S A Accordion Shutter System VM ECO N G. H.V.BLADE#1 W/OR W/O KV.WINXW RADE TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems EV.N._ DESCRIPTION DATE DRAWN BY. N.L 8333 N.W.}6N.St,Ste.303,VIRGINIA GARDENS.FLORIDA}}76 Association. Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 o'• STATE OF = 4268 Westroods Drive 2 —'�. Phone:(305)871-1530.Fox:(305)871-1531 DRAWING No �'• �CORIOP •'����` °-"1°®-00..0-1`°" West PGIM Beach, FL 33407 3 15-085 ��h74FcSPS`/0 WFFLLORIDA u s 444167 5 SHEET P.E. S2nL✓/Aht,Ph�E/DATE s 8 OF 20 POURED CONCRETE POURED CONCRETE OURED CONCRETE POURED CONCRETE OR OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL OR CONCRETE BLOCK WALLREQUIRED BLOCK WALL REQUIRED REQUIREDZ77BLOCK WALL REQUIRED EXISTING GLASS ///���EXISING GLASS —r—-� - 2"MIN EXISTING GLASS CONCRETE ANCHOR EXISTING GLASS t / ® 16'O.C. — — AIN.SEPARATION I — - 1 '� 2'MIN. - TO GLASS(SF I AIN.SEPARATION SCHEDULE ON SHEET TO LASS(SEEATION ABN.SEPARATION EQ ' EQ TO GLASS(SEE 11 FOR BLADE SAND SChHEDUIEEOON(SHEET I TO ULEGLAO(SEE SHEET SCHEU1LE ON STET 1/16"x3'MAX. ON SHEET 19 FOR 11 FOR EIADE O)� I SCHEDULE D AD (I)AN 11 TOR DUNE F AHD 11 FOR BLADE SAND (fi063-T6)CON-r.------ F0.PDE5�&Q9T1 ON SHEET 19 FOR 1/2" ON S4E1'19 FOR ON SHEET 19 FOR ALUM.CLOSER (LOCATE AT BLADES m& PLATE (LOCATE 1/2 / BLADES` O I HADES C)7 EITHER SIDE AT ETTIIER SIDE MIN. ' 1 OFSQ) OF @4) i/2'MIN. I USE 1'OR 2'MAX. //10x1/2•S.M.B. $10x1/2'S.M.S. I _---- (AS APPLLCABI.E)x2"x1/8"x0'-2' ----_ ® 16"O C ALUMINUM CIDP ANGLE 1 ® 16"O.C. ----- Q (6063-T6 ALLOY)AT MIOHEIGHT W4 \) , (2)1/4o01TAPCONS ANCHOORS TO WALL AT I"O.0 L5 SEE DETAIL%FO jOR ®� ELMER SIDE OF®)(UO��AT i OR SIDE CONNECTION /tVrA1� I OR SEE DETAIL X FOR ) OR ®° To T ©n®qO O SEE DETAIL X AT 4 SIDE CONNECTION 6 7 8 0•®n n®n©. 7On® 1D.®"' ®a,6 7 m 8 10•®°' TO TRACKS ox a 6 7^•8 0•®" SIDE COO NTRACKS 0• (92&0-0.6- @ END CONNECTION DETAIL 3 END CONNECTION DETAIL END CONNECTION DETAIL 01 END CONNECTION DETAIL k) .F REQUIRED ONLY FOR SPANS GREATER THAN 12'-0" POURED CONCRETE OR EXISTING Q ————— EXISTING GLASSn. -1 CONCRETE BLOCK WALL GLASS Q REQUIRED — ----------- Mel.SEPARATION TO GLASS(SEE ABN.SEPARATION Y 5 y------ G OR®OR@OR SCHEDUL1 EON SHEET MADE(DANO 1/2"MIN. SCHEDULE��C� ON SiEETT 19 FOR ANCHOR 0 - 1 BL ON AMID _ ____ @ OR OR'I OR() FCONCRErEI SQ)&4A 12'D.C. 5 �Ans0&R Q ----- - oR 1©01/2"MIN. 791k 1 Q - - _1 2-MIN.EQOR 2"MIN. ♦ SEE LIMITATIONS OF USE FOR VIEW Y 5i BLADE®ON SHEET 19 @ OR OR(qOR60R( 1 oR If AV PLAN DETAIL X \\ 0 ono ®n o 0 ono ®a POURED CONCRETE OR ' OR ®n©•7 n 8 10• ®n 6 7 n 8 10. END INS CONCRETE BLOCK WALL �10•m®'�©•�®•©w i6 ®q©•�®•®n REQUIRED O O•®n©•O•®a 1 HV B HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 5Q O`®a® ®nom ®��® END CONNECTION DETAIL 6 ®�® ®n® n®'® FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone TI( H77j7i ©2015 EASTERN METAL SUPPLY,INC. �/� BERTHA HVTM �P \C E 1 L E C O 1 N 7. . Accordion Shutter System II.v. MADE#1 w/CR w/o RV.N1ND01N BLADE r:TF_ American Shutter Systems .No DESCPoPTION DATE DRAWN M M.L. TILUT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 STATE Of 2 6355 N.W.381h.St,SW.305,MRG00A GARDENS.FLORIDA331 Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroods Drive z DRAWING No ORI' e-mail:slte06719.cam West Palm Beach, FL 33407 3 '•''� ..........\Cj`��`• WALTER aDnt�u7rl J-P.E . 15-085 �Aiq ONA1- xA\\ FLORIDA U..8 41167 5 SHEET P.E. SL-p;kA1iURE/DATE 6 10 OF 20 SCHEDULE #1 SCHEDULE2 SCHEDULE #3 MAXIMUM SHUTTER SPAN* "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" IMUM SHUTTER SPAN*"L+" s 0 (ft.). FOR INSTALLATIONS W/ OR "L-' (ft.) FOR R "L-" (ft.) INSTALLATIONS INSTALLATION ND CENTEIRMATES. ® &® or or INSTALLATIONS W/ W SYMMETRICAL CENTER CONCRETE & WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK ® or ® or or �� & MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. &�W/ ONE HV LOCKS HD LOCK ® W/ NO LOCKING RODS or ONE HV LOCK or®or® L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE Cf"NTERMATES & W ONE HV "T" W/ NO LOCKING RODS OR W/ NO LOCKING WALL B. C, E, M, N. 0, P. Q. A.S.D. DESIGN PRESSURE RATING. ® ® / ® ODS MOUNTING F, K & L R. S. & V. LOCK® W/TWO LOCKING RODS ® TOP & (SEE NOTES t,tt) (VALID FOR MOUNTING IQ (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR BOTTOM SEE NOTESt ft) I�5 SHEET 7) FLOOR/CEILING G, H, I, Il, J T, U, W & X WALL MCUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: wmuu CONCRETE&WOOD INSTALLATIONS 0 TrA�auu CONCRETE&WOOD uAwNuu MOUNTING CONCRETE & I`'1 GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING. As.o.1>alydl p°�°�q� WALL MOUNTING S.D.DEQ INSTALLATIONS DETERMINE MAXIMUM SPAN •L+' FROM SCHEDULE. PRESSURE WALL MOUNTING FLOOR/COLING & GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING, RASING RAIalG RARNc FLOOR/CpUNC MOUNTING MOUNTING FLOOR/CEIUNG MOUNTING �'°') (o•'J•> AOR 1' OR DETERMINE MAXIMUM SPAN 'L FROM SCHEDULE. I.OR-) (+oN-) (+oR-) boors ALL MOUNTING 0 MAXIMUM SHUTTER SPAN 'L+°OR "L-' FOR L+ (It) L-(iQ L+ (t L-(R) L+ (ft) L-(it) L+ (ft) L-(ft) INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 30 OR LES 16'-0" 16'-0" 16'-0" 16'-0' 30 16'-0` 1 16'-0' 30 16'-0' 16'-0" 105 psf.A.S.D.DESIGN PRESSURE RATING. MMO-14 DETERMINED SPAN BETWEEN "L+'AND'L-". 35 14'-10' 14'-10' 15'-2' 16'-0' 35 14'-10" 14'-10" 35 15'-2" 40 13'-10" 13'-10' 14'-2" 15'-2" 40 13'-10" 13'-10" 40 14'-2" 15'-2" (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1" 13'-1' 1 13'-4" 14'-3' 45 13'-1" 13'-1' 45 13'-4' 14'-3' t HV CORNER CENTERMATE#3 MAY 13E USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5" 12'-5' 1 12'-8" 13'-7' 50 12'-5' 12'-5' 50 12'-3' 13'-1" MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: 11'-10" 11'-10' 12'-1' 12'-11' 55 11'-10• 11'-10' 55 11'-1" 11'-11" SHALL BE AS INDICATED ON MANDATORY CONDITION ®2 FOR A GIVEN POSITIVE AS.D.DESIGN PRESSURE 60 11'-4" 11'-4" 11'-7' 12'-4' 60 11'-4' 11'-4" 60 10'-2" 10'-11' NOTE 85, SHEET 5. RATING: 65 10'-10" 10'-10' 11'-1" 11'-11' 65 10'-10" 10'-10" 65 9'-5' 10'-1' DETERMINE:. LI+=MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'-6" 10'-6' 10'-9' 11'-5` 70 10'-6" 10'-6" 70 W-9_ 9-4' L2+=MAX. SPAN FOR FlAOR/CEIIJNG MOUNTING 75 10'-1" 10'-1' 10'-4" 11•-1' 75 10'-1' 10'-1' 75 - 8'-9• tf EXCEPT THAT MAXIMUM SHUTTER SPAN 'I.+OR INSTALLATIONS. 80 W-10' 9'-10' 10'-0" 10'-9• 80 9'-10' 9'-10' "L-'AND MAXIMUM A.S.D.DESING PRESSURE RATING FOR FOR A GIVEN NEGATIVE&S.D. DESIGN PRESSURE 85 9'-6' 9'-6' 9'-9' 10'-5' 85 9•-6' 9'-6' INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING: 90 9'-3" 1. 10'-1" 90 9'-3" 9'-3' SHALL BE UMITED AS FOLLOWS: DETERMINE: 95 9'-0' 8'-9' 9'-2" 9'-10' 95 9'-0' '-3- 1- CONNECTIONS TO KEYSTONE MOUNTING LI-= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 1 5 B'-9" 8'-4' 9'-0' ,-10 95 8'-9' 8'-4' LIMITED TO +64,-72 p.s.f. AND 8'-0" SPAN, SEE L2-=MAX.SPAN FOR FLOOR/CEIUNG MOUNTING MOUNTING MQ ON SHEET 7. INSTALLATIONS. 81-9' 9•-4' 105 1'-7" 7'-1l' 110 W-4' 7'-7 '-7" 9'-2' 110 8'-4" 7'-7" FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 8•-4• 6•-11• 115 6'-2' 7'-3• SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN 1t+'. L2+ °Lt- AND "U- 120 8'-0" 6'-11 8'-2' 8'-9" 120 8'-0" 6'-11' (4)GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-10` 6'-8" W- B'-5" 125 7'-10" 6'-8' ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 7'-8' V-5` 7'-10• 8'-1' 130 7'-8' 6'-5' WIND ZONE PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 T-7" e-z• r-s T-s tis T-7 6-2' MINIMUM SPACING. 140 7'-5' E4'-1 7'-7' 7'-e" 140 7•-5• W-11' ASTM E-1996 SEPARATION 145 7'-3" 7'-5" 7'-3' 145 7•-3• s•-s' TO GLASS 150 7'-2` 7'-4' 7'-0' 150 7'-2' 5'-7' 155 7'-0' 7'-2" 6'-9' 155 7'-0' 5'-5" 1 THRU 3 1" 160 6'-11• 7'-1' 6'-7' 160 6'-11' 165 6'-10' 7'-0' 6'-4' 165 6'-10" 5'-1" 170 8'-9` 6'-11' 6'-2' 170 6'-9" 4•-11'175 6'-7` 6'-9" 8'-0' 175 6'-7" 4-9' BLADE. ^{180 6'-6" 6'-8" 5'-10' 180 61_6" 4'-6" H V B LA D E 185 6'-5' 4'-6' 6'-7" 5•-8' 185 6•-5" 4'-6' 190 6•-4" 4'-5' 6'-6" 5'-6' 190 6'-a' 4'-5" 195 6'-3' 4'-3' 6'-5' S'-5' 195 6'-3' 4'-3" 200 6'-2' 4'-2" 6'-4" T-3" 200 6'-2" 4'-2" zos 6'-i' 4'-1" 6•-3' 5'-1" 205 s'-1' 4'-1' FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone ©2015 FISTEIIN METAL SUPPLY. INC. "'1'u'1LLLTu"" BERTHA HVTM ```\```�RA T►<</T/,'/ A S S A Accordion Shutter System ■ ■ ��,{�_- I k. 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