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UNIT SHUTTER PRESSURES OPENING SIZE SHUTTER SHUTTER SHUTTER STORM BARS ANCHOR PANELS # TYPE Vit X H WIP.TH HEIGHT SPAN # REQ SPACING BOLTED 07 ! cC — qo o c 16z �d,2 J�ir �vNf A z 7y 77 741 7- ..0 ,r 37 3cp Y 6 7 71 3 z d 6 -_ ��� 62- -2.2- 7D 2 4(v o r12- .32 ALL WIND LOADS DESIGNED IN ACCORDANCE WITH ASCE 7-10 PER SECTION 1609 OF THE 2014 FLORIDA BUILDING CODE ROOF PITCH IS GREATER THAN 2712" OR >= 10 DEGREES [PROJECT NAME: ✓` Iii 4 v NOA or FL#DRESS 3 41,3 cvrjA i c✓ NOA or FL# Y/STATE ��-� c1�t Lc�c a G Pcl NOAorFL# ADDING TYPE: tl s.c o ov�i G<,-Tci, a dr�J�4 cp av�� tr�D NOA or FL# COMPONENTS AND CLADDING OF WALLS ULTIMATE DESIGN WIND SPEED(Vult) 160 i .. . '►... :.. .. ROLL DOWNS, WINDOWS,MULLIONS, EXPOSURE B HEADERS,STORM BARS etc. MEAN ROOF HEIGHT 30 TOP OF WINDOW OR SHUTTER HEIGHT 20 EFFECTIVE WIND AREAS WIND DIRECTIONALITY FACTOR 0.85 ENCLOSED 13UILDING GCpi=+0.18 <=10SF 90SF><_20SF 20SF><;50SF POSITIVE PRESSURE (ZONE 4+5) 41.0 k 39.2 : . 36.7 � � NEGATIVE PRESSURE (INTERIOR ZONE 4) -50.0 ._ -47:9 -46.2 ,g NEGATIVE PRESSURE (END ZONE 5) -61.7 -57.5 7 -52.0 v ,o PARTIALLY ENCLOSED BUILDING GCpi=±0,55 <=10SF' 10SF><"l0SF. 20SF><=SOSF N. POSITIVE PRESSURE ( ZONE 4+5) 53.9 .:#F. 52 0 ' °; 49 .6 , o , x , NEGATIVE PRESSURE (INTERIOR ZONE 4) -64.4 a -62.3 59.6 NEGATIVE PRESSURE (END ZONES) -76.1 u; -720 -66.5 y "rx LIGHT GREY AREAS ARE ALLOWABLE STRESS DESIGN PRESSURES 8/10/2015 Florida Building Code Online xxa rr },nr1 ( �mEr�•x BCIS Home Log In i.User Registration i Hot TopicsSubmit Surcharge i Stats&Facts f Publications i FBC Staff SCIS Site Map ': Links ` Search Busines Professi �l � usroa:Pct Approval ublic User Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail FL389-R8 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Emall 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Walter A.. Tillit,Jr: P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W. Knezevich, PE Validation Checklist- Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI,NONHVHZ.gdf 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 http:/Avww.floridabdldin>g.orgtpr/pr_ppp_ U.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXtHs6RTTCYUwp/o3d 1/2 15 Florida Building Code Online 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 SummarV of Products , FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Blade Extruded aluminum interlocking blades retained by tracks 3- (Non-HVHZ) -Drwg 15-086 (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 15-086 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 PER DRWG 15 086 pdf positive ASD load and 13'-0"for 35 psf negative ASD load the Created by Independent Third Party: Yes HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and W-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 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 16'-0"for 30 FL389 R8 AE A.S.S.A. INC. P.E.R. DRWG 15-085 HV.pdf p.s.f negative ASD load depending on centermates and Created by Independent Third Party: Yes locking rod configuration for the HV1 blade, W-0"for+64, -72 p.s.f. load for HV blade for Keystone mountings 7-0"for 1+75, -75 p.s.f. for metals stud mountings and W-0"for 110 p.s.f. for HV1 and HVIA working in unison. See sheets 7, 11 l and 20 respectively of installation drawings for other spans _ and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 15-084 (top and bottom)for storm protection Limits of Use Installation Instructions i Approved for use in HVHZ: No FL389 R8 II A.S.S.A, INC. DRWG.15-084.Ddf s 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_pdf for Blade 1 and 18'-0"for Blade 2. See schedules on sheet Created by Independent Third Party: Yes E 12, 25 and 28 respectively Hack tdioxf Contact Us:: 1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 to of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. :: Privacy Statement::Accessibility Statement::Refund Statement \ 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 �tity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.`Pursuant to Section Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have "ovided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a provide the Department with an emall 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: F 99 M \\ xcurity mvi rcxti' ,,pp O.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXtHs6RTTCYUw%3d 212 GENERAL NOTES: 1.BERTHA H.Y.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOWMINf(P.E.D. HAS KEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014(SN EDITION)OF TIE FLORIDA TH BUILDING CODE. IS ACCORDION SHUTTER SYST61 MAY 13E INSTALLED AT MGH VELOCITY KURR ZONES. DESIGN WIND LOADS SWILL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED COO-FOR A BASK:WIND SP®REWIRED BY ME MISDICRON WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-0.85,USING ASCE 7-10 FOR INSTALLATIONS UNDER 2014(5th EDITION)FBC AND SHALL NOT EXCEED THE MAXIMUM(AS.D.) DESIGN PRE 3 OM RATINGS 24WAIM ON MEETS 12 7HRU 17,25.26.28&28A IN ORDER TO VERIFY THE ABOVE CONDITION.ULTIMATE DEIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA t: HV BLADES(EL 1%&m BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MALT.(ASD)DESIGN PRESSURE RATWGS INDICATED ON SHEETS 12 MRU 17.23.25,28&28A GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT ANCHORS CN THE P.E.D.•AS IEME%WERE NOT OVERSTRESSED,A 33 X INCREASE IN ALLOMBLE LOADS FOR WIND LOWS WAS= USED IN THEN ANALYSIS BERTHA SYSTEM COMPONENTS 1-20 SHEET 2 H.V.ACCORDION MADTER SYSTE3R'S ADEWACY FOR MND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER AR SYSTEM CO)APON(MS 21-37 SHEET 3 REPORTS: -HV BLADE lO#0214.01-0.T,10715.01-"/1004.01-05,/1214.01-65,/0317.02-08./0609.01-10 AND/0210.01-11 AS PER TAS 201•TAS 202 AND TAS 203 PROTOCOLS TYPICAL SHUTTER ASSEMBLY 38-83 SHEET 4 -HV WINDOW BLADE ®#0505.01-08 AS TAS 201.202&203 PROTOCOLS AND 0725.01-08 AS PER TAS 202 PROTOCOL. AREA 2- HV BLADE(1)AND HV WINDOW BLADE -HV BLADE 2O#0422.01-OS AS PER TAS 201.TAS 202 AND TAS 203 PROTOCOLS. (WERE ARM" TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET S 2.W ELADE 1 D W BLADE 2 ENGNEIIRm N UNI TO WORK SON WITH EACH OTHER IN AREAS WHERE THE DESIGN PRESSURES TRANSITION FROM END ZONE 5 TO INTERIOR 20H E 4.E&H INSTALLATION DETAILS A-- CONCflETE/BLOCK SHEET 6 MND ZONE BE CLEARLY�FIED IN ACCORDANCE WITH CHAPTER 30.OF ASCE 7-10 STANDARD.ALL MOUNTING CONDITIONS AND FASTENER TYPES SCHEDULES MUST BE APPLIED TO THE INSTALLATION DETAILS F-L,EANCRDF/BLOCK SHEET 7 CORRESPONDING WIND ZONE.THIS SHALL INCLUDE REQUIREMENTS FOR MN.SEPARATION TO GRASS.DWWATION OF WIND ZONES 4 AND 5 AS WELL AS VALIDITY OF COMPONENTS FOR W BLADE 1 CENiEIMTE DETAILS W SHEET 8 &2 ACCORDION SHUTTERS SYSTEMS FOR EITHER MND ZONE MOLL BE PREPARED AND CERTIFIED BY A FLORIDA REGISTERED ENGINEER OR ARCH=BASED ON BUILDING CONFIGURATION AND ASCE 7-10 STANDARD,AND SHALL BE SLIMMED TO THE BLARING OFFICIAL AT THE TIME PERMIT IS APPLIED FOR CEJTERMATE ALTERNA71NG DETAILS HIV SHEET 9 W UADEQ7 ND HV WINDOW MADE ® ARE ENGINEERED TO WORK IN UMSON WITH EACH OTHER UNDER THE CENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 28. CENTERMATE DETAILS HD SHEET 10 ED CONNECTION DETAILS 1-6.CONCREWEILOCK SHEET 11 3.BERM HV.ACCORDION NNS(HV SCREWS).USED AT BLADES KNLKROE AND FOR DIRECT MOUNT camamm TO TRACKS SHALL BE#14X2.75 AND# 14X1.75 RESPECTIVELY,410-M MMMUM MAXIMUM SPAN TITBITS SHEET 12 SERFS STAINLESS STEL SCREWS WITH 135.0 1d YIELD STRENGTH AND 160 M TENSILE STRENGTH.NNS SHALL BE COATED WON BERLIN W DACROM#F1D COATING SYSTEM AS MANUFACTURED BY ANCHOR SCHEDULE-CONCRETE&BLOCK SHEEP 13 APPROVED COATING APPLICATORS.RERISIERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PNS MUST BEAR THE W MARKING ON THM HEAD. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 4.FOR a�SNUM EXTRUSIONS SHALL BE ALUMINUM ASSWATIIN ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.M00MIM YIELD SnWWM FOR 6063-T8 KIM IS 31.7 1.1 AND 35.7 Iml AN-TS ALLOY. CHOR SCHEDULE-CONCRETE&BL.00K SHEET 13 S.ALL SCREIIS TO BE STAINLESS STEEL 304 OR 316 AM SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DN 50018 WITH 50 fat MN.YFLD STRENGTH AND 90 W1 MIK TENSILE ANCHOR SCHEDULE-WOOD SHEET 16 STR04CIH&SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4- ANCHOR SCHEDULE-WOOD SHEET 17INSTALLATION DETAILS M-R.WOOD SHEET 18 6.BOLTS TO BE ASIM A-307 GALVANIZED STEEL.OR AM 304 OR 315 SERIES SWNESS STEEL WITH 35 Ami MINIMUM YIELD STRENGTH. RISTALLARON DETAILS S-X.WOOD SHEET 19 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS ARV GIME 1:13.14,15,16,17&20A ED CONNECTION DETAILS 7-12&X.WOOD SHEET 20 !IV BLADE28. W BLADE 3 ® WORIONG N UNISON:13. 14&16 AREA I HV BLADE(b ONLY B_THIS BERTHA H.V.ACCORDION SHUTTEIR SYSTEM BEARS A US.PATENT#6779,582.COMPONENTS OF THIS APPROVAL ARE COVERED.IN WHOLE OR IN PART BY U.S.PATENT#5'458,179 ISSUED To TYPICAL SHUTTER ELEVATION& NOTES ON LOCKS SHEET 21 EASTERN METAL SUPPLY.INC. INSTALEATXRN DETAILS AA-G0,CONCRETE SHEET 22 9.R SHALL BE THE RFSPONS38111Y OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INMIRE PROPER ANCNERNCE CONTRACTOR 70 CENT RMATE DETAILS HD SHEET 23 SEAL/CAMK ALL SHUTTER COMPONENT EDGES WHICH RBLW THRU FASTENING N CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAN INTRUSION. END CONNECTION DETNIS 1-6&X CONCRETF/BLOCK SHEET 24 10.EACH UNIT MUST MR PERMANENT LAPEL IN A VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS HOME OWNER.TFLNVNF•OR OTHERS.MUST PROPERLY CLOSE ALL MAXIMUM SPAN TABLES . SHEET 25 W AND HD CENIEMMTES AND.ENGAGE OR LOCK ALL HIV AND HO LOCK. ANCHOR SCHEDULE,CONCRETE SHEET 26 11.SHATTER MANUFACTURER'S LABEL.SH01 BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.&3 OF FLORIDA BUILDING CODE ONE LABEL SHML BE LAMED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 7710.&2 OF THE FLORIDA BUDDING CODE ARFA 4• HV WNDOW BLADE ONLY 12.BERMA HK ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED N THIS DRAWING PLUS ANY 13UUM AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE POW IS APPLIED TO. TOWAL WINDOW BLADE&WINDOW DETAIL SHEET 27 13.(a)THIS P.ED.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT.L..WHERE THE SITE CONDITONS DENOTE FROM THE RED. TYPICAL SHUTTER ELEVATION SHEET 2B (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION 94CLWNG LIFE SAFETY OF THIS PRODUCT.BASED ON THIS P.E.D..PROVIDED HE/SHE DOES NOT MWLTE AREA S• HV WINDOW MMF 1 ONLY FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTIONHE SAFETY AT SUE IS TCONTRACTOR'S RESPONBIBILI Y. AREA- (c)THIS P.ED.WILL BE CONSIDERED BWAUD IF ALTERED BY ANY MEANS. 28A E ME Esq (( INSTALLATION DETAILS.METAL STUD WALLS SHEET (d)BNT S 0 FOR THE PROPER USE PREPAREDOJE SHALL BE THE ENGINEER OF RECORD,ACTING AS A DM.0GATED EMMEER TSO THE P.M.ENGINEER SHALL SUBMIT T THIS LAP PROJECT AND SPECIFIC DRAYINGS FOR REVIEW. (e)ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROMSSIpW.ENGINEER OF RECORD THAT PREPARED R. FLORIDA BUILDING CODE BOD High Velocity Hurricane ZORB 2075 EASTERN METAL SUPPLY,INC. IS DRAWING SHALL ONLY BE USED TO TH P` •. f� OBTAIN PERMITS IN THE STATE OF FLORIDA -. � BERTHA HV771 L ECO 1 A■S+■S■A■ Accordion Shutter System N c. V.BLADE 1 N OR W/O H V.iYfMOW IME h TLV.&ADE 11 AmeHcan.Shutter tdms - 11WT TESTING & ENGINEERING COMPANY 013CRIP" DATE �'MT7 BY: M.L STAT Assoc tion. Inc. 1 OLD It-1M a/13/I5 DAtt 04/13 75 am H.AL 3Wb SL.St..3W VNIMM GI710LW ILORd 331 W.one,(305)071-1530.Fa.:(305)871-1531 4268 Westroods Drive 2 ORION .•��;`. DRAWING No e-m.I:tmeooaoolopn West Palm Beach, FL 33407 3 s/�.. . .NG� ��.�� ��D�07 Lilu1� 15-084 P.E. �zi /DATE SHEET G 28, BLADE VARIES .090 4. 4,6.57 10 HV SQLID � E @2 HV QHY UNIVERSAL FLOATER • 5 HV- 20-118(r COVERED UNDER US PATENT If 54581 COVERED UNDER US PATENT f 5458179 R USE W/W BLADE QUAL.InED R U @) NY WINDOW 13 6005-75 ALUXT-AND-MUPER 6005-TS ALLOY AND TEMPER(D&(D 04 QUALIFIED w 6063-TS ALLOY A D TEMPER *SEE UFTATIONS OF USE OF BLADE (9 N SHEET 28 & W/ X3! '1A 6063-T6 ALI.OY AND TE 3.22C • 6 16 A110 AND EMPER 2.226' 2 642 4,497" Uj lion 0.71 Q FIED FOR USE W/W HV WALK--O-VER .920 UAUFqLADE$USE W/HV &(g) QUAUFIED FO�USE W/ W 6 FRI nMn R T 3 AND TEMPER B HV IRENCH TRACK -16 NIT 606 -T6 ALLOY At,"I—D QUALIFIED E W1 W 6063 (FR USE W/ W BLADE I & BLADE &@ ONLY. 1 HV-RAINGUARD .. 6063-T6 A Y ANAEMPER6063-T6 ALLOY AND TEMPER SED,FOR USE W/W BLADE 1 & 2. VARIES 1.936w 6063-T6 ALLOY AND TEMPER T-Der -1 oar owl40' M. 870 670 1.686' .06D 3.529" Ify H 13 355811 QUAIRED FOR USE W/HV BLADE 1 0 ED FOR USE W(HV PON SEE SECTIONS FOR VALJDP 063-T QUAUFIEO FOR USE W/W BLADE0 @ HD WALL HEADER/SILLSHp CEILING HEADER01"34-101. (1-1) HV CEILING HEADER ONLY, ILY W/ HV SEE SECTIONS FOR VALIDITY. QUALJR"D FOA USE E 1 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W BLADE 6063-76 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER 6063-46 ALL" TEMPER(D&(D BLADE COMPONENT A B TI T2 QILIAUPEE x Y t 1 2' r 0.125 @ 2- S'MAX. 1/8' 1/8* W(D r 31 D.M' a 2- S-MVL 0.102- 0.192- Wo SIDE ANG ALUMINUM ANGLES 7 SM. O.T O.Iw wol POSTS QUALJFIED FOR LISE W/ HV -- -- - 11LIFIED FO W/W QUALIFIED FOR USE W/ W Btrvw &(g) eLA1)E(D&(%) BLADE( 6063-76 ALLOY AND TEMPER 6063-TS ALLOY AND TEMPER 6063-T6 n A`„ttt11N11t11rt1j77iFLORIDA BUILDING CODE (16 High Wocity Nuaicone Zone) 0 2013&STERN METAL SUPPLY.INC. BERTHA HVTM, 7LEcom A.S. .A. Amerlcaa butler Systems Accordion shutter system M. 11 W OR W/D N.V.WN”SM&KV.MADE 1: /7S TILUT TESTING & ENGNIEERING COMPANY DAIX I DRAWN W. M.L. JIM.30M SL.St.W%%VWM GNMO.FIDFJQ%3316( Assoclation, Inc. 1 OID 11-194 04/13/15 DATE. 04 13/1" ph".:(30S)871-15W.fioc:(=)871-1531 4268 Westroods Drive * 71 CNN West Poilm Beach, FL 33407 DRAWING No ONAE 10, 119-OW719 3 1 DRAWING 8 Jr. 15—084 WALFER A.T%IW FLCFXA U.,/'4187 "IV T P.E. SEAL/SIGNATURE/DATE SHEET 0 28 OF 28 f e 4 S::4 GVr 2 *B.Rkw E(2 BMWCAST "'A" 00'� NIZID S• 1 ` 31 nNm BL7/S^CMIEIOL .� a fors(amoffL (04aouE nA,m) . ©1 dY CENTERMATE ' FlED FOR USE W/ 1(V B 1 &®ONLY • • 75'' ® EED LOCK USE W/HV ®QUALIFIED OR USE HV 6063-T6 ALLOY APER QU ED FOR USE W/ F(V BLADE 1 & 1 ONLY BLADE(�1 & ®ONLY. BU1DE�& LY. 6063-78 ALLOY AND TEMPER "V CORNER CENTERMATE QUALIFIED FOR USE W/ HV BLADE 1 ONLY t' 6063-T6 ALLOY AND TEMPER PU1511C DHEAD TO MOLDED 70 .7 9 4.1145" - 2• SCREW 2.079' 1.753• ' .� •APTER RIvERNG 1/4"P--20 X 3/4` BEFORE RIVETING S S THUMBSCREW 1 f 4 0-20 RiVNUTt *Sam 9t44 AUf19WN(2024-73 ALLDO IARGE FLANGE IM SHE-�• . also' i _ CHOW TDVICG PAA/ W.NEW tUrtlrA WRED0705 e7 E U. PLAN � FRONT L1EVAnOH f C/BIQiY TE7(TO1W,PAWPfNT,tSM.KAM 07034 OR EQUAL ALTERNATIVE LOCK LQGKER FOR -T- LOCK GENTER11LsTE QUALIFIED FOR USE W/ HV BLADE 1 ONLY ® HV FEMALE -T--LOCK CENTERMATE ® HV -T- LOCK QUALIFIED FOR USE W/ HV O 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE QI ONLY QUALIFIED H�BUDEO�ON Y BIADEQt ONLY. QUALIFIED FOR USE W/ HV BLADE 1 ONLY 6063-T8 ALLOY AND TEMPEIIE( / 6063-76 ALLOY AND TEMPER 1.9 ' C(UNDER OR KEY 0 SNUMBNRN CYLWIDER 214' •214' .b4S• n 0,875'WA, n 1.125•Mm. O �JNG BOD HIDCENWRIVIATE W1 ILLOCKING ROD 00 0 O QUALIFIED FOR USE W/ W BLADE , & 2 ®QWWFIm FOR USE W/ HV BLADEQ), 1 & 2 HD . 6063-T6 ALLO 6063-T6 ALLOY AND TEMPER ® r VAA t2'Mw. QUALIFIED FOR USE W HV BLADE 1 ,®&Q fp'r 20 ss aR 3/av-ts , 6063-76 TEMPER �RN ACM�SS65fA0Ys. • aQ OR KEYCYLINDER °t tiS ,.7 "11N0°' "SE 1.76 Mm.® LOCKING RODD HO LOCKQUALIFIED FOR USE W/ FIV BLADE 10&(D rV5�./��{�� . BY REGENT HARDWARE MORTISE LOCKS SMES 2333 HOOK BOLT LOCK. 6063-T6 ALLOY AND TEMPER itp 0-16 ACETAL QUALIFIED FOR USE W/ FN BLADE 1 , &020 >�INSTALLATION WILL REQUIRE A 7/16' H THUMBSCREWS & DITIILLED AT TRACKS FOR PROPER EMB Ni pUAUFlEO FOR U BLADE & FLORIDA BUILDING CODE Aon High Velocity Hurricane Zone BERTHA/, O 2015 VSTERN METAL SUPPLY.INR olltlp� '\,\CE 9 /T1 S S A Accordion Shutter System LE CO 1 N t. . . . • Y.GIME 1 W BLASE OR W 0 FLK WNW &0.RAM Shutter SystemsoESM1,1ON as wuvM 11r. M.L. TILLIT TESTING & ENGINEERING COMPANY Assoo1ut100. 106. t. oLD n-Lot 04/13/13 WE: D4/13/15 STATE OF •'�� OW Ktr.Syn 3E,St..3A VMM GARD17t WAWA 331 '• 4268 Westroads Drive : PI-.:(305)871-1530.Fmf:(30571-t331 DRAWING No Fs+' \�1`.�`� '-® gi1Q•�°" West Palm Bacch, FL 33407 3 '••••.; 15-084 L�N�p� WALTER A.tTI IT ii, E a SHEET 1p.E SEgrLJS�G�IA% E/DATE e 3 8 r + 3/B'0 41 4 SHUTTER ASSEMBLY SCHEDULE FOR 3 HV 1 HV AND HV BLADES. O HV BLADE 1 3 Z n F r ® HV BLADE 1A N 2� HV BLADE 2 N or 47 4 ® HV LONG RECESSED NYLON BUSHING ! N 315'0 HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER EXTERIOR ® HV WHEEL CARRIAGE AISI 302-303 SERIES i ' 41 1[nji 4 m 0.870"x3/16" THICK NYLON WHEEL. 0.188"0 AISI 302 SERIES S.S. RIVETS 3 1 or [11EI ® or ®3 * UIREMENTOS) 1 ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD HV 2 3/4" ACCORDION PIN W/ #8 HEAD EXTERIOR x , I ® POLYCARBONATE IMPACT RESISTANT W WINDOW ( I Q® or® (SEE SHEET 27) ® � # TYPICAL SHUTTER ASSEMBLY SCALE. 3/8' 1' HV PIN®OR®AT EXTERIOR (1)FIV PIN®SHALL ALWAYS BE usED AT ALL ExrER1OR BOTTOM KNUCKLES OF HV ACCOROION SYSTEM W/HV1D OR BLADE'S KNUCKLE. ®BICE X0324• 3 (SEE NOTE x FOR REQUIREMENTS) (2)HV PW®MAY BE USED IN UEU OF®AND ONLY AT IYBF r 0 EXTERIOR BGTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ W(g)O BLADE WHEN CORRESPONDING TO 0 MALLATKTNS'CC'AND'DD', ej I I SHEET 27- (3)W PIN®OR®w/1/2.O.D. 1/16'THICK ss.WASHER SHALL BE USED FOR.DIRECT MOUNT INSTALLATION PER DETAIL X. WHEEL QARRIAGE DETAIL - SHEETS 11 &24. ASSEMBLY LAYOUT N.T.S. N.T.S. +1a+11u111u1p�„ FLORIDA QUILDING CODE Mon High Velocity Hurricane Ione ....... ,, 0 2015 EASTERN MEPL SUPPLY,INC. \AGENs':�9' BERTHA HVTM a "IL E C O mc. A.S.S.A.S■S■A■ Accordion Shutter System IJV.BIADE 11 W1 ORr 0 Nv.waw"BUDS&KV.RUDE AmericanShutter Systems oma+ amORM sr M•L TILLIT TESTING R ENGINEERING COMPANY Association. Inc. 1 o10 11-114 04/13/13 CAM oa/13/I5 n•Ste.MS.MGA GARIMM ROM 331 4268 Westrocds Drive a q,t r'-.------ �-p.------+-�-� Ph—:(3OS)D71-11530.I-:(WSWI-15311 DRAWING No �UIVA��NGq����� Jr. West Palm Beach, FL 33407 15-084 WALTER A.TUff RARN+U./N167 P.E. SEAL/SIGNATURE/DATE a 4H OF 28 •NOTES ON HV LOCKS AND CENTERMATESo A 0 C 0 • Y M U 3 T of • .® 1.MANDATORY comm i1:ONE HV LOCK®or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BF7�OW �2 OF SHUTTER SPIN FOR SPANS UP TO 105'.MR)FOR UrS�11DNS,�T ANY QEVA710N HV LOCK!�o< MAY EIE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO ONS6 CENTERLA7IS W/(2) 1/4'/-20 x 1/2'LONG FIAT HEAD$S.MS LOCA110N OF LACK SHALL DE AS INDICATED ON • TYPICAL SHUf1ER ELEVATION. O"Oa 2. t Mb=M g IF DESIRED,FOR BETTER PERFORMANCE OR FOR smuRIY PURPOSES,UP TO Two Hv 1 hi BE AS LOCK®®S QQ��OR t&2§§MAY BE 11SED AS CA7ED ON (A(N INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENFERI4ATES 10 OLOCATION�OF LOCKS SHNl.BE AS INDIGTEb)ON 7YPKAL SHUTTER ELEVATION. 3. II • f21B 1 !_ LOCKING RODS ARE NOT REQUIRED AT URRIGVJE POSITION; BUT MAY IAAYROD IBE USED AT ENHANCE PSHUTTER PERNONFORMANCE. LOCKING RODS qq OR AN ALTERNATIVE'DEVICE POSM 4. ONE HV LOCK® ® BE USED AT CORNER CfMEAMA7ES FOR ANY SPAN IF AND INSINUATONS MAT E11:TATION.HV LOCK Ig rag BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO CORNER CENIIITMATE W/(2) 1/4 X20 x 1/2'LONG FIAT HFi1D SS.M.S TWO IOCKWG RODS AT TOP&BO SHAL BE USID. LOCAs IN OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ET.EYAMON. LWIMUM SHUTTER SPAN SWILL BE DETE]WI(ED AS PER SCHEDULES SHOWN ON SHEET 12. S.W ALIERNAIIE TO UMMTORf #j VALID MY FOR W 1 '� s •ONE ALTERNATE W LOCK MAY BE N UEU F HV LOCK or FOR ANY SPAN AND Ql }b�� Q 3� ItLST 770NS AT ANY ELEVA310N.AL TE LOCK® MAY BE USED AS AN DE OR OUTSIDE I=.ATTACHMENT Y 9 � �Sq OF 1/4'#-•20 3/4'S.S.THUMBSCREW TO®OR @ CENIERMATES SWILL BE MADE W/ 1/4'0-2W/4 ALUM. / I �y b ; � b�� RNNUT AS SHOWN ON SECTION HVE,SHEET 8. ON LOCK SHALL BE USED AT 1/2 OF SFMTER SPAN OR TWO L / V C�cyb C_ - LOCKS AT 1/3 F SHUTTER SPAN. All Ill 1, *NOTES ON HV "T" LOCKS AND CENTERMATES• 1. 70 MWOMEX d=M J1 Y"ONLY FOR W'r Lam Am cENTMUMOA 40 SEE END OIC ALTERNATE FIV T LOCK MAY t?E 1 IN LIEU F FiV LOCKS DR FOR ANY SPAN AND CEIAILS ON I AW�T7�AT ANY ELEVATION.K, TE LOCK(iQ�4AY BE USED AS AN INSIDE Oft SIDE LOCK ATTACHMENT SHEETS I o r c Y I x L o P a . v w x OF LOCK INCLUDES USING REINFORCING LOC .iI.R"® AS SHOWN ON SECnON M.SHEET 9•WHICH MUST BE SHEET 11 TYP. CONNECTED TO CETTIFRWIES®AND,®W/ 1/4'0-20 x 1 1/Y LONG S.S. THREADED BOLT W/7/810 x 3/32' FULL HDCITr. WINONUT OF CORNER MAXIMUM ORW1 D4 BELOW IMIDSPAN. USE F TWO LOCKING RODS®TOP AND EWOM MANDATORY.m INTO A 1/4'Ox 5/8"Rwrr.LOCK MXf BE INSTALLED AT PM OR 12' CENTERMATE 1D•®°'©•�+©.®� 'NOTES ON HD.LOCKS & CENTERMATES: 1.ND_IACK W/a CE 22107MI 3 m 3 W/ ONE ALTERNATE HD LOCK®MAYBE USED IN UEU OF ©. ]�•©O1©•O•®a HV LOCKS OR FOR ANY SPIN AND=1ALATIONS AT ANY ELEVATION.ALTERNATE 10 LOCK®MAY BE USED AS AN OSIDE OR OUISM LOCK ATTACNMFM OF HD LACK®TO®6 W/3+8 x 3/O'F.H.SSMS,AND INCLUDES ©•®a�.®Dx®.®Dx' RONFORCflAETTI INSETTf AS SHOWN ON SECDONS Hoe-WO AND L IENC,SLEET 10.LOCK MAY BE INSTALLED AT ®•®01.09 ®01�•�D�O MIOSPAN OR 12'MAMMUM BELOW OR ABOVE MKISPAH.USE OF LOCI=RODS®IS COWMELY OPTONAL. TYPICAL 1 HV BLADE SHUTTER ELEVATION N.T.S. uuuplu FLORIDA BUILDING CODE don High Velocity Hurricane Ione ``�`=`P��• /��!�i ®2015 EKMRN METAL SUPPLY,INC. BERTHA HVTu = 1 L E C O�KMC. A.S.S.A. Accordion Shutter System v.BLADE III W OR W D IM MM BLADE&KV.BLADE American Shuffar Syafama �RP1a1 BAIT DWM eh M.L. 7UJF TESTING & ENGINEERING COMPANY am KM aaw sr„ S. 3D4 ys%M cAMM anRM 33I AaaOC11a11on. Inc. I ow n-Tri a/1Jpa n�Te 04/13 15 Phe":(3O5)e7I-I53a.F• .-(305)871-1371 4268 Westraads Drive S DRAWING No ' .` �IoOs OD" West Palm Beach, FL 33407 s 15-084 �4girrlAlALL�NI��r` WALUR FLOMAAuk/Jr.lei a SHEET P.E. SEAL1�Y�4JATURE/DATE . 5. OF POIRED CONCRETE POUcoNc�RETE POURED CONCRETE ANCHORS CONCRETE OR Ti c CONCRETE ANCHORS 1/4.0 /4'S.S. REONRED SCREWS REau5t CONCRETE ANCHORS StE aC1NEDULE ON (SEE SCHEDULE ON w/+/+'-20 (SEE SCHEDULE ON 9*17 13) SHEET IS) SHEET 13) NUTS O 12.O.C. 1. +DI• 1/4��-20x3/4'S.S. Yn. _-_ ORE USING 1/ UTS O 12'O.C. E D.• /2• 2FE 50'Mox. -- 3 oR 5 4 -- 250• i D 250'Mat. a' , Mm. OPTIONAL 1} 1\\�PIIONAI I i i i ,F-atnae (� ®♦ 1 ' MRN.SEPARATION TO GLASS ) E7�1410 wftwR mae wa . OR I ) YIN.SEPARATION GL 'ASSr(sEE spffuuLE ON SET 12) ItNi9md® , TO MASS (SEE SCHEDULE ON SHEET 12) ©HV WALL HEADER INSTALLATION BO HV WALL HEADER.INSTALLATION EAStNC , i LIIN.SEPARATION TO GLASS NtrL svuwloN ♦ i —(SEE SCHEdRE ON SHEET 12) ) 1QOR ® L MN.SEPARATION TO GLASS ' 'SHEET W[bLEmsm I 1 (SEE SCHEDULE ON ST tz) I' GL i 'OI OW 2e OAR LLLrfyyy� � 1 6009®dpy p Ela5T1NC 1 fOP NXI. E • � I Mot --- i�oPTIDNAL O E D.* i i iv /2. ' 1/ 3 oR _® TM --- .1/4'0-2013/4'SS. PHILIPS TRUSS HEAD 1/4'0-2013/4•SS.PH21IDS CRETE ANCHORS ( 18 MACNNE SCREWS USING VCOQ AI+��S 713155 HEAD MACHINE SCLNEV6 POU CONCRETE (SEE SCHEDULE ON 13) FE:- 1/+•-20 HUTS O 12.O.C. OR RED C tlLOgt (SEE SCHEDULE ON w/7/4-20 Ni115 O 12'O.C. POURED CONCRETE SHEET 13) OR SLOCIL ANCHORS REOUQtED 59AEL Q 0 POURED CONCRETE SHEET 14(M sGHE)DULE ON FO HV WALL SILL INSTALLATION STAATION OR CONCRETE BU= . WALL REQUIRED EO HV WALL SILL INSTALLATION NOTE FOR COMBI ATION OF SECTIONS OF USE INSTALLATION DETAILS W/ 1-SLE SHEET 4 FOR TMC L SttUf1ER s E D.-EDGE DISTANCE ASSEMBLY NG SECTK96 CAN GE COMBMED (SEE SPECIFICATIONS ON SHEET 14) ♦S�Llfg[ATHNIS EEr 2a FOR 22-MWNTI (1-HV BLADE W ANY WAY TO SUR ANY INSTALLATION. 11��11 FLORIDA BUILDING CODE on Ih h Velocity Hurricane Zona 1p — •TI���/A ®2015 EASTERN METAL SUPPLY•INC.r;rus•••�'�-- A S S A B .arHA HVA. , . Accordion Shutter System V.WAGE 1 W OR V0 H.V.LAWN BIIx&KV.81AI)E 11hutter Systema DTSCRWM DATE DRAMN ar. M•TILLLTTESTING R ENGINEERING COMPANYE OF alas+LM 3WL$L•ua 230%VIMMA e11101R.11-01 A sal 268 eloHon. Inc. / OLD n-taNPI—e (305 71-1530.Fa:(305)071-1531 4268 Westroads Drive 2e- a;131eco0•N.00m West Palm Beach, FL 33407 3LE�G``� ALiaTIR A.t�/+�itsi s I(tiNA' % DATE • SHEET POURED �•" ANCE1DRs CDNCRETE_ (stE scH1OTLRE ON SHREET L4) ? 70 POURED sir 1 OR i "m aw TANREQURMW or , 1 12 xe m�aau K 7Dw.au 1 !t>xtIMME OW o E7aSRNC s mt Og 'r 5D12) ND i--4sm aa�rnt I ALIEIS4A i r j1Q,3/4'HEX ! e r E70SE♦t4eM r' " L ANCHOR WASHER HEAD TE1C SCREWS 4 ! 11 5 ,111 12'a.G r ! i 3/5 CONCRETE AN ` 8 kM EDGE OF I t7 EQ (SEE SCHUt£ r SF 14) ` APPLICABLE! EDGE OF IF E705RN0 ! " ` MOE O r� APPLICABLE CLASS----li SLAB 1F 7/2 1 EDGE OF APPt7Gt61E ASLAB F E muEU Nsw ,ES R O• D• CONCRETE (g'£ EDU ON SHEET ANCHORSPOURED POURED IN HEAD CON�MEIE . I rims i O 'L7' CONCRETE REQUIRED D.�"-- D. REQUIRED, FLAT HEAD CONCRETE ANCHORS REQUIRED (SEE SCHEDULE ON SHEET 15) It TRENCH INSTALLATION (!� HV FLOOR STALLA t Q HV WALK—OVEB INSTALLATION vw AY�R�uP�7SPA S5 FR CHY C SCN(DULE f3,SHW 12 • CONCREIE ANCHORS (SEE SCHEDULE oN - r �O SHEET 15) r—.• a sm 104 CLASS--4 -K 90VACM m a v O GLASS i—� r as sswAcw ro sus3 h-=soma"a sem sa : r !—t. scrau a s+rr s i i IMK i 8 , 1/4 3 oR 1© 8 r! !r i ! Litt ■srn,37a•HEX WASHER 7 6" #14x3/4' HEX HEM ! 1 B' 12, +LEX SCREWS 9 _ 1/4• TEK iii _ 72`O.C. OR 1/4'M O 5.5.Y.S. CONCRETE ANCHORS jt4x3j4`S.D.S. ! Mpw W/NUT O D'O.C. (SEE SCHEDULE ON SHEET 15) 17 18 �18 ice. 1• jtlx3/4'F.H.S.D.S. C. r , EDGE OF Q E7i77E 1 ' 17/8' 1 7 8' , Xb) APPLICABLE CONCRETE ANCHORS SEE NOTE i POOAED CONCRETE ON SHEET 1 D POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 i OR CONCRETE BLOCK 9 OR CONCRETE BLOCK SHEET 15) REQUIRED . DixRO Pa„� REQUIRED Q 14M WALL ALJC—OVER INSTALLATION CONCRETE (K HV yVALL�_OOR•INSTALLATION T7EOUETEO Q Hy R INGuARD IMMLIATION t NMI INSTALLATION DETAILS W/ NOTE FOR COMBtNA1ON of cECTiOLYS # HALL at E D._EDGE OISIANCE _- �ROOVASETHIS EWWi M SPERFORMED, M HV BLADE 1--SEE SHEET 4 FOR TYPICAL SHUrT T (SEE SPECMCAWNS ON SNEER 14) ADVZENT TO AN OPQUBLE EMIT ♦SEEATIONS OF USE FOR ASSEUBLY OR ENTRANCE BLADE ON SHEET 28 . 2-MOUNTING SECTIONS CAN BE COMBINED -IN ANY WAY TO SUIT ANY INSM1LMM. yy1NU1►t FLORIDA BUILDING CODE Hi h Ifetocity Hurricane Zone ``,����`,'��• ,....:. /(��ii��� 0 2015 EASTERN METAL SUPPLY.INC. s�Cfte'•'�''- BERTHA HVT1 * Ii1.1E CO INC. A,S■S■A, Accordion Shutter System !.l = S.BLADE 1 W1 ORW/O H.V. DOW WN h HV.9-W 11, �';kCY .• ,' TII.LET TESTING & ENQINEERING COMPANY AmeFjCQT1 Shutter Syslems as3e,>mi,.E o N rm M.L. ac•.,F f �� eras tur.Mu St,3r..ma VAGM"MM.fLOADA 33' AssocIOLIon. Inc. 1 OLD 11-IN 04113/15 DATE: 04/13/15 q4�S""' ry}f0it�'.iVt+C^ PAom:7]0:)871-1570.F".(305)871-1531 4268 Westroods Drive x S9D•...-.• 1�����` e-mw:71AxdOaNpom West Palm Beach, Fl 33407 3 DRAWING No AiApr At EN ���'` 19 WALTER A,TTQMT Jr.ME 4 15-084 P.E. SE14L� �tti�iA7llREjDATf FLORIDA Lx.j 44167 5 SHEET 5 I OF 28 `f� IX�„�G INSTALLATIONS .W.1 n HV **SNE„�ON Lama�®. ET�©..® OUT I N AND uTmNATE Liv Loa®oN sl+T>T 6. BLADE V CENTERMATES �BLADE DETAIL,HW IS V" © OR SEE END WALL CONNECTION ' n • n EXISTING GLASS QUAILS ON SHEETS I I & 2(F �ag n�8 .®,e— --------------------- ---------------------- x-a:t/6kG-x s • n n 1 s s AN w/(2) +/4•I TAPLVN 1/2- - OPPOSING SYMMETRYCAL ANCHORS To eaNCRtM I - - CENTERMAT S CENTER T S MLN.SEPARATION /�T1a0 m /10x3/+-S.M.S.O 12• p (4)/iCxt/z-aks ro lU6E I c.PEAL tENGNf. To GLASS K qfQr W/ my WC 6e AT FACH M1r1E.(TIP) +K (ON SHEEP 12) 5 °� * 35* IN 3 ® 5 1 s * 1 1 1. OUT * /+ 10•®n©•®°©•®°" HVA HVB n®n©,On® 1O.®n SaSTING MUSS CONCRETE =WPOURED CONCRETE ALL SYMMETRICAL ----- -- 6-7 MiN.SEP— ---- - GLAss ®`®n ®-0 k- \ 1MON ENTEw, HV * I ®•®n®'®�O`�J`•' (SEE SCHEDULE 1,— V`-G iL/ To GLASS CJ N. ———FIN ——®w * IOM LIOR) ®-.@-A 5.7•�Q1O ON SHEET 12) TO GLASS CP 10 AL ro cLAss - (stf scHET1uLE ------- ---------- CN SHEEr 12) O U ANCo CHORS 0 I 1 16•O.C. 1 ®a * 3 VARIES 3 * B7 * n v ui® OUT 6 1/r MAIC SLACK OUT •(E1nTlaorT) H V E HVE** HVD tuunNTTy, FLORIDA BUILDING CODE on High Velocity Hurricane Zone ```\%& .•......., ✓ �im 2015 EASIERN METAL SUPPLY.WC. Accor cAccordion Shutter System SE _ BERTHA HVA• L E C O I►NC. A■SI.SiA■ V.EIADE 1 W OR W/O H.V.KIN=aw&H.V.61AIIE �f/MC w American Shutter Systems1EV.Ak „ , DATE LXmYfT ETr M.L TICCIT TESTING do ENGINEERING COMPANY $T Aseociatro d Inc. + an a-Lu a/L3/+s LUTE: 04/13/15 ,O:• P:?$ nus N.W.add n,sa.sos.WA F- GARDENS.05)5 nam+v+ p,,,,,;(3os)e7L_,s.To•�,(3osk11_1s31 4268 West roads Drive � DRAWING No �i���0' `.�.••�CT,```��� --L-ut—C-Lc West Palm Beach. FL 33407 3 03-0006719 4,,,rrSS i0Np144•..� WALTER A TXur Jr.P.E. 15-084 P.E. SEAL%SIGNATURE/DATE 11nnoA U. 441e7 6 B-OF 213 cRErE CONCRETE POURED CONCRETE OR POURED CONCRETEREDO N OR CONCRETE CONCRETE BLOCK WALL OR CONCRETE OR REQUIRED BLOCK WALL REQUIRED BLOCK WALL REQUIRED BLOCK WALL REQUIRED EXISTING CLASS EXISTING GLASS + �OaSTwG GLASSri _) 1 2•M EX67M GLASS O 16.O.C. -S ►QT.SFPMAl10N —-7 1• -S Y NTN. 70 CUSS(cg LIK MPL SEPARATION E EO TO("LASS(SEE 12 BADE m TO CUSS(SEE SHEETi� ID S r 11W I+ S""^ EF ON SHEET I/16-x3-um. ON SHEET 20 FOR en •r ON ; anrsn�e p+j EE 12 raft BADE In 12 FUR BADE d)" (6093-Te)CONT. aADES1DR® g 1z TCR 9ADEEWA CH SIM PS FOR ALUM.CLOSER WHF�� A-A (LOC/ 1 z as SHEET25FOR 1 BAOESm&Q ATEITHERSIDE 1MN ` 91MFSmh® BODES®&® 1/2•MIN. O 19'�(D + •F USE 1.0 2•MAX. #1ot1/2•sus S.N. O.S. I _—_—_ (As APP 11/e•.o-z• I _—_-- C. awuRuu C ANGLE l O 16'O.C. ----- ----- 463-T6 AT MIMMME] f (1)/10x1/ S.M.S. To@& 4 ` (2)1/4'O T ANCHORS TO WALL AT 1.O.C. (LACAIE AT SDE CONNECTIONCONNECTIONoN 5 SEE DETAIL x 1 OR ®' EVER s OF(D) 1 OR & :�� 1 OR & SEE DETAIL x FOR 1 OR & ID TRACKS SIDE CONNECTION �- -©•O-9 •®' SEE � 4 coNNECTION •�-©•OO-®°�•®- TO TRACKS a� .8 7 a •®- +LEy®-®•®°'©•®- TO TRACKS ©•�' •ps•©•'�•®' ©•O� •©-©•O•®- ®®��•�O�©a a•moi •©�e�•pT�®• 1� END CONNECTION DETAIL 20 END CONNECTION DETAIL POURED CONCRETE OR 4 REQUIRED 15 GREATER THAN 12•-0• NO CLASS CONCRETE BLOCK WALL ousnNo4 REQUIRED ►f1, IICN /1 1/2•S.M. _ --'------- 10 � T o 16• .c. MIL Savdxim y ------ ------ ON TO CAW(SEE _____ __ ORv"n� TWCONC 1/2'MIN. ON 91EET (N7B F<Y2O ANCHOR O. 12 M�� -------- 6 t � ____ CONCRETE BLADES a Q 12.O.C. 5 ON SHEET 2B SABO� FOR 4 -- ---- ---- ANQ ------ 16• 1 2 N. D.C. ---- LA ---- E --- 6 OR®OR(DOR 2'YIN. 2'MIN. ♦SEE UHS OF USE SADE7-SHEET 2a FOR OR (Bolt([) VIEW-Y 5 OR (Ir PLAN POURED CONCRETE OR OR -t�-©•Qj-9p-p•®- �p1©•o-0�•®- INSTALLATION CONCRETE BLOCK WALL , ®-©,�©,®- ®°•®•�©•®-' REQUIRED ©•O•©- •�O•®- 1 H V .BLADE OR 46 HV WINDOW EIL4DE INTO ®'®-®•�.p.� ®•®-®•®-®•®-O CONCRETE OR CONCRETE BLOCK WALL, ION DEIA.11. END CONNECTION DETAIL FLORIDA BUILDING CODE ltGn High Velocity Hurricane Zone 0%%%X040".. `,%%%` 4 A:TI([%�'.�''�., 0 201 EAcrEnN METAL SUPPLY,INC. • '- BERTHA HVTm ` = IL E C O I►lIC. A■S■S■A■ Accordion Shutter System V. 11 Shutter Systems Hk 1�KN NV.Wf Ax DDRRAWN DE ft MADE * - 71LLR TESTING dt ENGINEERING COMPANY -o STATE OF T.See.St.Sta-M%VPWIA e1+mEtaS.Raga aa+ AssoGlation. Inc, 1 Me tt-tu a/+�/+s weos/ta/15 Plwa:(305)811-13w.F•m::(3Qs)a71-1sar 4268 Westracds Drive 2 DRAWING No i,��'•. �OR10 '�� --^•db+a—fad West Palm Beach, FL 33407 a '••••••••-••'����•` wALiFR0-0T00067191.PE. 4 15-084 `SS/ONAI.�aA.� RAROA U./44167 3 SHEET P.E. S�ORT/6(6N1CI111iE/DATE a II OF 28 SCHEDULE E7 S�I+F� M1„� 1F[7 SCHEDULE 83 MAXIMUM SHUT(ER SPAN' 'L+'OR 'L-' MAXIMUM SHUTTER SPAN* 1+' FR MUM SHUTTER SPAN*-L+' (rt.). FOUR INSTALLATIONS®/ I L OR 'L-' (ft.) FOR 'L-' (ft.)-INSTALLATIONS INSTAL i ATION LEGEND NOTES: do or(}Jl or(� INSTALLATIONS W/ MM CONCRETE k WOODW/ONE H.V. LOCK ® or or MANSORYY�W/ ONE HV LOCKS (1)L+:MAX8IUM ALLOWABLE SPAN FOR A GIVEN HD LOCK W/ NO LOCKING RODS or ONE HV LOCK or or A-.0.POSn1VE DESIGN PRESSURE RATING. CENTERMATES &®®W/ ONE HV 'r W/ NO LOCKI RODS ® OR W/ NO LOCKING WALL A B, c, D, E; M, N, O, P, 0. L-:Max ALLOWABLE 5°N4 FOR A GIVEN NEGATIVE LOCK® W/IW®OCKING RODS®TOP dt (SEE NOTE t) ® S MOUNTING F. K &L R.S. do V. AS.0.DESIGN PRESSURE RATING. BOTTOM SEE NOTE FLOOR/CEIUNG G. H. I, 11 6L J T• U, W h X (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR MOMA>a CONCRETE>4 WOOD INSTALLATIONS NAI."IxCONCRETE* vN Asa cowry E MOUt(TING WALL MOl1NTWW(rOP/BDITOM)OR FLOOR/cum: P ;wL Mmwrm MOUACEIU P� WNL MOUNTING PluINSTALLAM m ILSINL+TIOKS GIVEN A POSITIVE P-S.O DESIGN PRESSURE RATING, RAtlID Wi6i0 6t eaW ALOWCUM MOIMM 0.���� R��) ROott OR YautOING SINE MUM SPAN'L+•FROM SCHEDULE. RRATIN L+ L- L+ (1) L-W Lr L-4 L+ L-OO GIVEN I NEGATIVE AS D.DESIGN PRESSURE SCHEDULE.DETERMINE MAXIMUM SPAN-L--F720Y SCHEDULE. 30 OR 16'-0' 1 B'-0' 78'-0" 18'-0' 30 16-0' IV-T. 30 18'-0' 16'-0' FINAL MAXIMUM Al1A1VAt0E SPAN IS EQUAL TO THE '-0' iS'-2• 16'-0' 35 14'-10' 14'-70' 35 i5'-2' 18'-10' O MAXIMUM SHUTTER SPAN�.+•OR'L^ MINIMUM DLLINEl1 SPAN BETWEEN 'L+•AND'L 40 13•-1b' 13'-10' 14•-r 15'-2 40 73•-10' 13•-1o' 40 14'-2' 15•-2' INSTALLATIONS INTO WOOD SHALL BE UMLLED TO 14-3 45 13'-1' 45 13'-4' 14'-3' 105 psf.AS.D DESIGN PRESSURE RATING. (3)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 50 it-5' f2'-5' 12'-8' 13'-r 50 127-5' 12•-5' 50 12'-3' 13'-1' COMBINATIONS IN BE1114N WALL NQUNhNGS 55 11'-10' Il'-70' 12'-1' 12-11' 55 11'-10' 11'-10' 55 11'-1" 11•-11' W/FLOOR/CDLNG YOVNTINGS: 60 11'-4' 11'-4' 11'-7' 12•-4" 60 11'-4' 11'-4' 60 10'-2' 10'-11• FOR A GIVEN POSni+£AS.D_DESIGN PRESSURE 65 to•-10" 10'-10" 11'-1' 11'-11' 65 10'-10' 10'-10' 6S 9'-5• 10•-Y RATING: NE- 70 10'-8- 10'-8" 10'-9' 11'-5" 70 10'-6' 10•-6' 70 W-9" 9-4' LI+_DETEMAX_ '�' IfV CORNER CENTERNATE a3 MAY BE USED A7 ALL Ltt= Ax SPA}!FOR WALL MOUNTING INSfAl1AT10NS 75 10'-t' 10'-1' 10'-C 71'-1• 75 101-1' 10•-1' 73 - 8'-9 MOUNTING N5TAL AMONS.LACKING SPECIFICATIONS 13+-MAX.SPAN FOR FLOOR/CEILING MOUNTING 80 9'-10' 9'-10' f0'-0' 10'-9• 80 9'-10' 9'-10' S}1llLL BE AS INDICATED ON MANDATO7tY CONDITION/2 INSTA�ILATIONS. 85 9'-6" 9•-6' 91-9' 10•-5" 85 9'-6' 9'-6' NOTE/S,SHEET S. FOR A GIVEN NEGATIVE ASD.DESIGN PRESSURE 90 V-3' 9'-,r 9'-5" 10•-1' 90 W-3' 9'-3' RATING: 95 9'-O' 81-91 9'-2' W-10" 95 9'-0' W-9" OEIERMINF- 100 8'-9' 8•-4' 9'-0' 9'-7' 1D0 8'-9' 8'-4' Lt MAX.SPAT!FOR SPALL MOUNTING INSTALLATIONS. L2-- MAX SPAN FOR FLODR/CEILNG MOUNTING 105 8'-7' r-11• 8-9' 1 9•-4' 105 B•-7" r-11• ""ONS'8•-4• 7•-7- e.-7' 9•-2' 110 Er-4' 7•-7' SEPARATION TO GLASS SCHEDULE 115 8•-2' 7•-3' 8'-4' 8'-11' 115 8•-2' r-3' - FINAL MAXIMUM ALLOWISLE SPAN IS EQUAL TO THE 120 8'-D' W-11• 8'-2' 8'-9' 120 8'-0' 6'-11' MINIMUM BETWEEN 11+','la+•,'0AND•L2--• 125 7'-10' 6'--e• W-O' e•-,. 125 7'-10' e-6• WIND ZONE MINIMUM (4)GO TO ANCHOR SOMEDOLE WITH FINAL MAXIMUM 130 r-e 6-s- r-,o a-,• 130 r-e- e'-s• ASTM E-1996 SEPMAl10N ALLOWABLE SPAN AND NEGATLWE A.S.D. DESIGN 135 7•-7• 6'-2• 7•-9' r-9• 135 7-7" 6•-:• TO GLASS PRESSURE RATING TO DETERMINE MN(IMUM ANCHOR SPACING. 140 7'-5' S'-11" 7'-7' 7'-8' 140 7-5' 145 71-3" W-9' 7'-5' T-3' 145 7'-3' V-9' 1 THRU 3 1" 150 7'-2' 5'-7' 7*-4' 7'-Ir 150. 7-2" 5'-7• 155 7'-0• W-5' 7'-2' B•-9" 155 7'-0' 160 6'-11' 5'-2' r-1" 6'-7• 160 6'-11' 165 W-10" W-1' 7'-0' 8'-4' 165 w-10" 170 W-9' a-11' V-11- 6'-2' 170 6'-9" 4'-11' 175 8'-7" 4' 0 8'-9" 6'-0" 175 W-7' 4'-9' 180 61-61 4'-0' 6'-8' S'-10' 180 6'-8' 4'-8' 185 8'-5' 4'-6' 6'-7" 5'-8" 185 6•-5• V-6 . 190 6•-4" 4•_s" e'_e- 5'�- 190 e.-,. 4._5. - 1 H V BLADE . 195 6•-3' 4'�3' 8•-5' S'-5' 195 8'-3' 4'-3' 200 8'-2" 4'-r 8'-4' S'-3• 200 6'-2' 4'-2- 215 6-1• 4'-t• W-3' S'-1' 205 6'-1• 4'-1' FLORIDA BUILDING CODE CNon High Velocity Hurricone Zona ®2015 EASTERN MEIN.SUPPLY.Na BERTHA HVTM s AA SS. m Accordion Shutter System H.V.BLADE 1 W ORW 0 H.V.WNDOW BUM k RV BUNE Shutter craENGINEERING COMPANY Systems Ik TILUT TESTING ,m, ,An oww„er M.L.�O'•, - STAT t OF ;�` do /�eQlaflon. Inc. t au 111-11141 UA3/I5 Cue 04/13/15 6Tss xe.sea 61. .3a St. vnalal 6ANs Fwan1331 4268 Westrocds Drive 2 Plw :(305)871-13J0.Fm:(305)871-1331 DRAWING No .._ OR .—M471eooeoW.eom West Palm Beach. FL 33407 3 rJ-084 %ONA1.�L� �``� NW.7LR A 7XW J'P-E 4 �r ++ FLOM.Lk.0 44167 3 SHEET P.E. S1tlt1RE/DATE 3 1 28 K Q �o�a�aaad©daooQeaoQaQQQOQQQOQQQQQQQQQQQQQQQQQQQQQQaQQQQQQo .e�ooaoa000adDancooe©cQvaQoa0000QooD000d000000Qa�000Qa0000 -eaaaaoaaa®aoeoaoaoa�doeQ®docoQe©oQvoQQaQQQeQQQOQQQ©QQaaQo � . dh oaaaaaaaaeaaaoaeaoaeoea©goad®Da®ooaaeaaaaaa©QQeoQQoaaaaQo - J : ©aaaaaaaaaaaaeacaoaaaeao�aaae©aoaaado©aoaean®aaaaao©aQe©o �oaaaaQaaaaaaaaaaaaaaaoaaaeaecoaoeaaaoeaeaeaaQcaaaeaeaeaad o :oaaaaaaoaaaaaaaaaaaaaaadaaaaaaaaaaaaaoaaavaaaaaeaoaoeeaoo o aaaaaaoaaaacoaaaaaaaaaaaaaacaaaaaaaaaaaaaaaaaaaoeoaaoaaa �ODCaCQOQQQQQQQQQQQQQOQQQQQQQGQQQGQQQQQQQGQQQQQQQQQQQQno - -e�coc9oc000000CQ�QQ�QQOQooQooQ�00000QQOQan000QOQOQOQQQQQo - : t: ._ �eoc000OocDcoADoc©00000©oQaQ00000QQ00000QQ000eQQ0000000QdQ " OCCOCdCdGACdG9CAdDC9dDdC©QD�oGdOQQGQQQQQG0�00aQ0aQOQ0eQOQ _ ' 11111!1111 101 ill 1 m MIM moll! =r IOQQdQQQQQQQQQQQQOQQQQQQQQQQQGQQQQQQQQQOQGQQQQQQQQQQQQQQQG r=� -8ococQ®QQQQQOQQQaQQQQQQQQQQaQQQQaQQQQQQQQQQQQQQQaQQQQQQQQ = . ecc000cooQodoocaQQQQQQQQQQQQQQQQQQQQQQQQOQQQQQQQQQQQQQQQo R w ococc0000®ccccoedaoQOQ©oQOQ000Banco 00000QOQooQQaQQOQoa �A�COC6CCC��CgCCC®CDCODdDIC01100o000Q00000oQailing QQQOQQQ '108,log B90Blog 9'Mail 90®90ABBBBABB00990Jlion d30®A0B9BC98B®�dBOOdBd9009EoOdB009�09�009d®0Q090990®C0A00B�od9Qd0CQ0QC9QCgQQ®0Q80Q0oQ9QQ00Q0oQ0QQ9 " ,- - �ooc000c00000000©9000OQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQaQQo � - - -: -eacacc0000cooco90000cQa000QaQaQQQQaQOQQQQQQQQOQQQQQQQOQQo - �.I � _ - r=.. : �800aoocc000000aoocoocooDaQaQa000OQQQOQQQQQQQQQQQQQQQQQQQd � -. . .oacooc000000dcoococoaodadod®da000QQQQQQQQQQOQQQQQQQQooQQQ :g� " _•= = -occoococ000aoccocdQccaoonooc00000a000QQQQQQooQOQQOQooQQQQ . A690A0998B9A9B6089A90998B99B9BBAAB8988BB000oOOQGQOQOOQOG �AABBABABAABAAAB8888AAAAA®AABABAAAMOORE ABQOD000OG �000000000008800BB000000000000000B000000000 . �aCCOCOCC©©QBQQQQQQQOQQQBanco inQQQQQQQaQQQQOQQOQQQQQQQQQQ - -0oocaoc000cQa000099co®®QCQQQQQQQQQaQQQQQQQQQQQQQQQQQQQQQo ` � oaooc000cd0000000daocoodd0®®oeoddQQQoaQQQOQQQQQQOQOQQQQQo ©oomm 0: 000coac000aa00000000coocQQQQQQQQQQQQQQQQQQQQQQQa ��A99999BB989999999999999999898999999999'9000QQQQOQQQQ9QQQ ° 09999998998998999999998998988888889@99890999BB9B99999�998 LoocaccoQaQOQOQQQQQQQOQQQQQQQQQQQQQQQQQQQQaQaQQQQQQQaQQQQQ -eoaocao©o�©ood0000000QaQQQQ000QQoaoQQQ0000QQQooQ00000Q000 'BCCCGCGCGDCDGDDdd0�0Ad00oQQOnQQQ0oQG0oQ00oQQQQQOQQ00oQQQ0 '.�C�OCDOGCCCCC�CGCCC®A9Ddd®OOCDDQdOGQOQQddQOQQQQOQQQQOOQOG MIM mdCCCOCCCCCCQO0Cdd9C09CCdddaQQQOQQQQQQQQQQQQQQQQOQQQ on in ° 0999998999999999AAA9�899989999BB99998BB99999989�89999�989 SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES BMW TYPE FUR CONCREIE OR CONCRETE BLOCK WSTAUATIM (SEE MOUNION S E 0.&N ON SHEETS 8 t'ET 1.ANCHORS TO SUBSTRATE SWILL BE AS FOLLOWS. FOAM COMM17FICONDFIN CONCRETE (A) TO EXISTING POURED CONCRETE(Ift Pc+3 ImQ EQYUUl SILL MOUNTING ©CflUNG MOUNTING (B)FLOOR MOUNTING -1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS M"FACIURED Br LT.W.BURDE7L(Ih re o J 11 SPAN - 1/410 x 3/4'ALL POINTS SOLID-SET ANCHORS.AS D STRBU1FD BY ALL PONS SCREW.BOLT A SPECVLTY COMPANY. WI.f°a 3 a (a) ASD.=OMM LOAD 0011201100 011 oE9GN NE'AINE 1L11D - 1/4'0'BLUE TAP CONCRETE ANCHW W/CAP AS M N IFACIURED W FLORIDA FASTENERS DREff.INR(Yin.f e-2 lei) .301401601751901120116013fl 40 60' 73 60 720 100 205 30 M 60 7S 90 120 160 205 'IN RFADFOR� -1/4'0 TAPPER+ANCHOES AS MANUFACTURED W POWERS FASTENERS.DNC-AND D6IRBUIED W ALL POgiS SCRBK BOLT A SF'FLT0.7Y f 12 l0 9 a" 0 6 / 9 B 0 6 ♦ 1 10 9 e e 6 e ADVANCEDCOMPANY OR ANY OTHER APPROVED LICENSED OR AUTIRDR¢ED VENDOR REGISTERED WITH THE AMERIGW SHURER SYSTEMS ASSOCIATDN.NR (MI"'f°14 12 10 9 8 8 6 0 14 12 10 9 8 a e � � 0 14 12 10 B a a s 6 ALL PORTS D- 3(al) OR Im14 12 10 D 8 5 6 6. 14 12 1 9 a a ° 6 14 12 To 0 B 8 5 S BLUE TAP W/COUP �� 14 12 10 9 a e e 7 14 12 10 9 8 8 0 B 14 12 10 0 0 a e 6 AI)MUMIUM EMBEDMBNr INTO POURED CONCRETE OF TAPCON OR TAPCON WITH AUMIC1D THRE OF'OWl TECHNOLOGY ANCHORS AND TAPPER+ 14 12 1D 9 a 7 5d 33 14 12 10 0 a 0 6 14 12 10 0 e B 6 0 TAPPERI NNCHIORS IS 1 J/4:AND FOR LADE TAP W/CAP ANCHORS IS 1 1/2: 4•-0' 14 12 10 0 8 8 5 6 14 12 10 0 8 a 6 6 14 12 10 0 5 8 e 55 14 12 10 0 a e 6 4 14 12 10 9 0 a 5 43 14 12 10 0 a 6 4 sd A2)M[MUUY EABMME NT OF 1/4-0 x 3/4'ALL POINTS SOLA-SET ANCHORS SHALL BE 7/8'INTO 7K POURED CONCRETE NO EMBEDMENT 14 12 10 9 8 a 6 43 14 12 10 0 a 8 5 53 14 12 10 9 8 e 5 4.8 INTO STUCCO SWILL BE PERMITTED,1/400-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD SIUCNA DaSr.AND 14 12 10 9 7-5 438 3S - 14 12 10 0 a e a 3 14 12 to 8 B 7 65 4 •SFE� MISE FOR 1'MINIMUM FOR WALLS WITH NO SIUCW. 1{ 12 10 9 8 B 0 6 14 12 to 9 a e e 55 14 12 10 9 8 8 5 45 F. �sm. 5-0' 14 12 10 9 e 7, 4 - 14 12. 10 0 8 1&515 33 14 12 10 0 &0 5 3A 3 A3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND 04 THE DGSTNG WALL OR FLOOR 14 V2 10 9 B 73 CS - 14 12 10 9 e B '0 43 14 12 10 B e e 45 73 ANCHORS SHALL BE LONG ENOUGH TO REACH THIE MAIN SIRUCNRE BUM SAID WALL FINISHES.ANCHORAGE SKILL BE AS INDICATED ON 14 /2 OS 73 M - - 14 12 10 0 0 73 SS 4 14 1 f0 9 0 6 43 J.5 NOTES A7)A A2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR DFS WITH OR WITHOUT METAL STUDS CONSULT TINS ENGINEER.FOR 8'-0' 14 12 10 0 8 8 6 - 14 12 10 9 5 8 8 a 14 12 10 9 0 6d 61&51 INSTALLATION RNID EFS WITH LETAI.STUDS SET:SHEET 7BA. 14 12 10 9 7.5 53 3 - 14 12 10 93 7 SS 4 3 14 12 15.513.1% 4 3 14 12 10 9 e 0 - 14 12 to 9 0 8.5 s 75 14 12 101 83 8 8 4 - (B) TO TIPCODOSTING OONCREEE ILWITH (ASTM Cr90) 14 12 5 58 S5 3 - - 14112 f0 9 a 63 43 35 14 12 10 B 7 S 33 3 - 1/4'0 TAPCON OR TAINTS WITH SEE ANCHORS. ORS.A S DIS TECHNOLOGY BY ANCHORS AS MWUFOLT&S EC LT.YI.BULDDL 14 12 10 9 e 8 - - 14 12 10 9 0 7 3 4 14 12 10 0 7.5 &S 4 3 -1/400 x UE T ALL PONES ANCHC)ET ANCHORS. I DISTRIBUTED TTI ALL PENIS SCREW.DOLT r SPECYNTY COMPANY. 7•..O' - 1/400 BLUE TM CONCRETE ANCHORS W/CAFE AS IAAN6UFACTIAtED 1tY F1.ORTp►FASTENERS DREG.INC. 14 12 10 ° 55 { - - 14 12 0 73 6 4.8 35 - 14 OS 715-514A Jd - - - 1/4'0 TAP ANCHORS AS MANUFACTURED UYPOWETLS FAS7EIERS ENC.,AND DSIRBUIED W ALL POINIS SCREW.BOLT A SPECMLTY 1-14-R=1 1 5S 7 {' - - 14112 10 0 75 53 4 - 14 12 0 7 73 4.5 - - COMP/VNY OR ANY anElJt APPROVED LICENSED OR AIIDORQID VENDOR HEELED WITH TfE AMEtNJW SHURER SYSTEMS AS90CLAT0lL INC 14 11 7 SS 4.5 - - 14 12 10 9 73 5S 4" - 14 12 G 7 6 4.5 3 14 12 10 0 5 6.5 - - 14 12 10 0 6 0 4 - 14 12 10 a 63 3 001 - NOTES: 14 12 65 7 8.5 3 - - 14 /2 a 643 55 { ! 2.5 03 6 5 4 3 - B.1)MINIMI EMBEDMENT OTD CONCRETE BLOCK OF TAPCON.BLUE TAP W/CLIP ANCHORS AND TAPPER+ANCHORS S 1 1/4'AND TAPCON 14 12 0d 73 a - 14 12 DA 8 &5 3 - - 14 12 5 6 6.5 1 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS S 1'. 15 93 6b 5 33 - - - 14 12 f0 6 6.5 5 - - 14 12 0 68 5 4 - 9'-0' 14 12 10 9 0 - - - t{ f2 10 0 73 43 - - 14 12 88 7 SS 4 - - B2)IIN0IUM FMBEDYENT OF 1/4'0 x 3/4'ALL PCNIS!HAND-SET ANCHORS SHALL BE ENRRELY EIMDED INTO THE CONCRETE BLACK.NO 14 1.57.5a - 14 11 7 53 S 38 - - 11 a 6.514.5 sd - - EMBEDMENT INTO STUCCO SKILL BE PERMITTED.1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINI51M SHIOULO STUCCO 14 12 a 5.5 43 - - 14 12 03 7 5.5 4 - 14 OS 7 S5 5 4.5 - - DOST.AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 13 433 S.S 4 - - - - 14 12 0 7 8 4.6 - - 14 11 7 53 45 33 10'-O' 1. 12 10 0 73 - - - 74 12 10 a 0.S S - - 14 12 0 0 S 4 - - B.3)IN CASE T}U1T PRECAST STQF4 PRECAST CONCRETE PANELS,PAYERS OR ANY VENEER BE FOUND ON THE DOSING WNL OR FLOOR, 14 O 7 3 33 - - - 13 93 63. 3 4 3 - - t0 73 5 4 3 - - - ANCHORS M41 BE LOT.ENOUGH TO RFACI TFE!MAIN SIRUCTIIf1E BEHIND SAID WALL FINISHES.ANCHORA.E SWILL BE AS INDICATED ON 14 11 73 6S - - - - 14 11.3 9 8 5 4 - --17.5 93 6 S 4 4 - - NOTES&1)A 03)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR DFS WITH OR WITHOUT META.STUDS CONSULT THIS ENGINEER. 03 a ° - - 14 12 8 63 65 4 - 13.10 6d 5 4 3 - - �INSTALL VION INTO EFS WITH METAL SH1DS SEE 14W 28A 14 12 10 - - - - 14 12 9 7 6 4.5 - - 14 03 7 S3 45 33 11•-0' 2'S 93 S - - 12 9 6 45 4 3 - - 9 7 43 33 3 - - (C) ANCHORS SKILL BE INSTALLED FOLLOWING ALL OF TFE RECOMNENMDOINS AND SPECIFICATIONS OF 7NE ANCHOR'S NRNUFACRNRER 14 10 7 - - - - - 14 195 7 63 43 - - - 1.8 a5 ad 43 73 - - - (D SEE E BELIN FOR MO DISTANCE ED. SIS SPACING REATIONBTHP FOR ANCHOR.. 9d 7 T415 - - - - 14 13 73 a 5 - - - 12 9 a 4.514 1- 5 T. - - - - 14 12 6 6S 63 - - - 13 10 63 S 4 - - - EDGE DISTANCE MSIUS SPACING SCHEDULE FOR ANCHORS, tY-0' 13 65 _ _ _ _ it a SS 4 &5 - - - 8 6 4 3 - - - - MAXMIIY ANCFIDR SPACINGS ARE VOID FOR EDGE DWRICES 9AMATED BDOW.FOR E 0.LESS TRW THE INDICAN.REDUCE ANCHOR SPACaO - - - - 13 03 05 8 4 - - - Od e 5 4 - _ _ _ EYI YWPLYNfi SPADING MOM ON SCHEDULE BY THE FOLLOWING FACTORS, 9 6d - - 14 10.8 7 5d 4.51- - 11 as 65 43 33 - - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING No1CATED FOR FACE ANCHOR TYPE 14 12 - - - - - - 14 13 73 8 5 - - 12 0 0 43*4 - -o. Fes•OR 13' OS a - - - - - 1017.5 6 4 3 - - - 7-5 4 3 - - EDGE TAPODH T= WmI�AN� ALL PONT SOLD SET BLUE TAP W/CAP TAPPER+ 2.5 435 - - - - - - 12 6 4.5 4 - - 93 7 S 4 - - LKCTAHCE THffFMFORM'(ECEENOLIM MRL SPACING a 0 - - - - - - 1319.5 5 5 - - - - P3 5 4 - - - - BLADE 14 12 - - - - - - 11 148 7 S.S - - - - 11 9.S 43 - _ _ _ ED. FIN•SPADING 3' M@L SPACING n 3' 15TL SPACND-.3 1/2' MSN SPACING.Y 3 3/4' 4' 14'-0' _ _ _ OONCIETE 9 paw l OONaS1E eaS POURED CONCRETE A POURED A pally OROP7E"M . f 0 73 - - - - - 9 7 48 3d - - - 7 6 3CONCRETE 13 . - - f1 a 65 &5 - 0 65 d - - - - - CONCRETE.Y� MM ELL.3 IX NEL M-2 1/Z 101&B MINIr . OD S 7�.l CK TEL FA•31/{' ELL•21/Y ;a - - - - - - - ' 10 43a - - - - - os 7 4s - - - - - BLADE WORKING s• 10 O.So 1.0 o.7e 1.0 0.97 1.0 15'-0' _ _ _ _ 4 _ _ _ _ _ 6d a ] - - - - - IN UNISON�- z 1/z' - oe1 1.0 - - 43.37 t.o 19 - 2' - 0.71 - - - 0.51 7 - - 1 3/4' - x�o • - - 0.43 19'-0' 141- _ _ _ _ _ _ 26 0S 6 _ _ _ _ _ 0 7 _ _ _ _ _ 1 1/2- 0.35 - - - - 0.36 a - - - - - - e 0 14. FLORIDA BUILDING CODE on High Velocity Hurricane Zone ! ®j05 ISTEAN METAL SUPPLY.INC . `MATI Il, BERTHA HVn `` A S S A Accordion Shutter Sy stem V.ffiM1 N OR W/O KV.INAIOMN BUDS k N.V.BUDS ill * �/��/� c k= American Shutfer Systema I PATE ORAMN BC M.L. /• 7ILLJT TESTING R ENGINEERING COMPANY Association, Inc. t 010 11-114 43/13/13 aTE 04/13/15 STATE OF ?� &,w RW.]am.6L st.366-vmou 9Amm E1amA 331 4268 Westroods Orive s Plan.:(30!)671-1530.Fm:(305)371-1531 DRAWING No no03 718"^+ West Palm Beach, Fl. 33407 ` WALTER A TOUR Jr.P, 15-084 AAA// /GIN A`' AM FLORIDA Uc./"1437 3 SHEET P.E. S�NSLMJIBkTXN'�YU�(E/DATEl 14 0 28 MAXIMUM ANCHOR+ SPACING- SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN, NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDMr MOUNTING TYPE (SEE MOUNTINGS ON SHEETS 18 & 19) !S� U B --E;;TF=Z--ATE SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. COX DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD MAXIMUM CEILING MOUNT T CEILING MOUNT T CEILING MOUNT T SPAN WALL MOUNTINGS WALL MOUNTINGS WALL MOUNTINGS (h) M, N, 0 & R FLOOR MOUNTINGS M, N. 0 & R FLOOR MOUNTINGS M, N. 0 & R FLOOR MOUNTINGS W�L P&QNGS w & x w & x w & x kM IEGAIK DESIGN LOAD W LS ft 14MVK DF91:"TOAD a NGIM DESIGN LOAD Od k1Q.HEFATW DO=LOAD NDWIVE OEti7C11 LOAD A MMUK OESIfd!tow D.NgWM DF:941 LOAD W. .30A6160172.90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 1G5 30 40 60 75 90 10530 40 60 75 90 105 -W OR LBS 12 ITO 110 1 9 8 8 6 6 6 6 6 5 12.10 1019 18 18 8 16 16 16 5 4 12 10 10 9 8 8 0 6 6 4.514 13 16 5 4 4 4 3 4'-O' 12 10 101 9 8 8 6 6 6 5 4.5 4 12 10 10 9 8 18 8 8 5.5 4.5 .5 3 12 10 10 9 8 8 8 16 14.53.5 3 2.5 8 5 4 4 14 13 5'-0' 12 10 101 9 8 8 6 6 5 4 3.5 3 12 10 10 9 8 8 6 6 4.5 3.5 3 2.5 12 10 10 9 8 7 6 5.513.5 3 2 2 16 5 4 4 4 3 6'- ' 12 10 9 8 6.5 6 6 4.5 3.5 3 2.5 12 10 10 9 8 4.5 6 5.5 .5 3 2.5 2 12 10 10 9 6 3 6 4.5 3 2 2 - 6 5 4 4 .5 - 7•_ 12 10 10 9 6.5 4 6 5.5 4 3 2,5 2 12 10 10 9 4.5 3 6 5 3 2.5 2 - 12 10 10 7 3 - 5 4 2.5 2 - - 6 5 4 4 - - -0' 12 e 10 7.54.5.3 6 5 3 2.5 2 2 12 10 10 5.5 3 - 5.5 4 " 2 2 - 12 10 10 4 - - 45 3 2 - - - 6 5 4 - - - 9'-0' 12 10 10 L 3.5 - 8 14-914. 2 12 1- 112 10 8.5 4 - - 5 3.5 2.5 2 - - 12 10 4 2.5 - - 4 3 2 - - - B S 15 - - - 10'-0' 12 10 7.5 4 - - 5 4 2.5 2 1- - 12 10 5.5 3 1- - 4.513 2 - - - 12 10 3 1- - 3,5 2.5 - - - - 6 5 - - - - 11'-0' 12 10 5.5 3.5 2 - - - 12 10141- 1- - 4 3 12 1- - - 12 10 - - - - 3 2.5 - - - - 6 5 - - - - 12'-0' 12 10 4.5 - - - 4.5 3 2 - - - 12 10 3 - - - 3.5 2.5 - - - - 12 10 - - - - 3 2 - - - - 6 5 - - - 13'-0' 12 101- - - 4 3 - - - - 12 10 - - - - 3.5 2.5 - - - - 12 7 - - - - 2.5 2 - - - - 6 4I - - - 14'-0- 12 101- - - - 4 3 - - - - 12 7 - - - - 3 2 - - - - 12 5 - - - - 2.5 2 - - - - 6 3 - - - 15'-0' 12 - - - - - 3.5 - - - - 12 - - - - - 3 - - - - - 1.5 - - - - - 2 - - - - - 8 - - - - 16'-0' 12 - - - - - 3,.;- - - - 12 - - - - - 2.5 - - - - 11 - - - - - 2 - - - - - 6 - - - - +NOTES ON ANCHORS REQUIREMENTS: WOGD SUBSTRATES, 1.ANCHORS TO WALL FLOOR OR SOLD WOOD SOFFir SHALL DE AS rOLLOWS. -1/4.rAPCON W vtM """'A=PD ntRFADFORY NDICA M ANCHa+s As uANUFAGOIRFO� � H V BLADE 0 R O) H V BLADE W/ Lrw.tivltDElc W/tatwu 7HFrFADm PFFEIIHA710H As"rnagFD Ar plat soda"ON sHILErs is a to Vocenm SLE NOTE 2 B13DW. m LWT 1,2012 �TME U.SHEET 19 AIDSHALL COMM OF � HV WINDOW BLADE WORKING IN UNISON LAG SCRE30S 3.SUBSTRATE SHALL oGtgsr OF 71E FULLOMM R SE O0NS 7USE Of -SOUTHERN PIE a 2 W/G-0S5(DS) 28 -D01MAS FIR w/G.42a(NDS) -SPRUCE PNE FD NORM W/G-0.43(NDS) SPRUCE PNE FIR SOLM W/ -M(RHOS) -ICL 1/r am PLY$OOo(197!8 APA) 4.ANCHORS SHALL BE INS LLM FOLLD"►LG ALL OF LIE RFm1/tE71DA110NS AND SPEC MVM OF THE ANCtOR'^IWAIFAGNRFR. FLORIDA BU NO CODE on High Velocity Hurricane Iona TIC(j ,,�� O 2015 FA9FN1 NEfAt SUPPLY.INC. .,� . A.S■S.A■ BERTHA HVTM C O I■C. Accordion Shutter System /I� E*= AmeNoan Shutter Systema V.SHOE 1 v OR o KV.Wwooll RUDE s NY.81ADE TILUT TESTING at ENGINEERING COMPANY tESCRWFIa °"T" OR�H ey` u.L -O: STATE OF '4� ^ L+*.3t�a'F'' ' m 'ND10d�, Assoolattoo. Inc. 1 OLD 11-1N /17/1! we 04/13/15 Ph-(30*071-1530.Fmt:(303)371-1531 4268 Westroads Drive a DRAWING No �•'•. -MA:Of 000aa West Palm Beach. FL 33407 3 'i..tF _ G` ®aaoerl9Jr. 15-084 0[y(�1.���`E Fn"WALk-f"167 a SHEET P. SFAbJrS!@NIl11�RE/DATE . 16 OF INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & ((1 HV* BLADES (AS APPLICABLE MAX. SHUTTER SPAN l,+ OR L— FOR INSTALLATIQxs INTO WOOD WITH HV BLADE(1)ONLY SHALL BE LIMITED TO 1 S 1 4 TAPCON OR A.S.D DESIGN PRESSM RATING-FOR INSTALLATION TH BLADEW dA WORKING IN UNISON �- ADVANCED A 1NRFADFOR TECH OLOrY 1/4.0 TAPCON OR .. 1I/1 1 Y Wn.PENEl1L1110N J TAPCDNI WITH ADVANCED §Y OFDOSTM WOOD"I E DELL M/1 1/2•ptnr PkT1EiRAMON 1 1 R tiF (SE$SCHEDULE ON SHEET 16) y IU A READER.i0 I.� � WOOD ro GAss a® •' (SFE SCHEDULE ON SHEET 1E) I^1S2 V fl1O'DE VAM 1 t - 1' 1/4.0-20x3/4•S.S.MACHINE SCREWS DtSntla 1 1N CRMM,,6 t w 1 W/11p•-20 NUTS O 12-O.C. OASS--1 aA lUd EOSIINa Mill. e, FINISHY:4Q OD HEADER REQUIRED 1 OR®4 EXISTING MN1 'R1W iQ .� t M1 FlNNi;1sT Wap/�4 tIi V WOOD HR1F/Aro�mIG�Mn.F1,QHFt! AdPAoNaCEE MIN.SDIAFWICH TECHNOLOGY flI mo�TGAS I � �5'D" (C—ONT. Commi0 ij� asrt (samnE6N SKEET tOr Mr— -1 N OHV WALL HEADER INSTALLATION @NY WALL HEADER INSTALLATION @HV WALL SILL INSTA p I MN.SEPARATION 1 MK SEPARATION •2•a4 7 ' EDULE �0G� • 1 I---(SEE SCHEDULE 1 —O W000 PU1TEr—(—SCIiEDUIE cUlS5�1 ON SHEET 12) E]i cI�OWN SHEET tz) REDb. ON SHEET 12) I A I 1 1/4Y-20x3/4•SS. 1 1 4'/-20x3/C SS \ a. SCREMg IFAGIIttE SCREW5 W/ .>..... WALL 1/4•-2o xurs o I I 1 0 12 t/4•-2o NUTS I I T•L'•=t:j l: FINISH 12.0.0. I O 12.0.G I I � at® i OR 7kfts'r`t•; W® 1 OR 1 QR(q WOOD R Ot � y 1•LWD. t WL f 4.0 TAPCON OR REWO. T' 1•IDM1 +1• WITH ADVANCED 1/4.0 TAPCON OR _ <: 1/4 TAPCON OR 7 TAPCOtI waH ADvu+cFD WH�1 Ui.PE?EIRATION OF y' THRFi1DFORM IE�CiiNOLOf.Y �SHEET 4 FOR TYPICAL 2k4•CONE. t TFIRFADfORII TEOO70l.00Y ;Y 7 AREA INTO PLYWOOD. �� W/1/2'Nin.PENETRATION OF SILL PLATE W/4A& 1 1 {fa.PENETTNTION. y (SEE SCIIEDUIE ON SKEET ID) 7HREMfD AREA INTO PU\100D. 2 MOUNTING SECTIONS CM BE MI AREA O EIOSTING MN.z x4•STUDS FTN6M YIDWIBTII fl'WOOD PLATE O 16.O.C.MAX.REO.O. (SEE SCHEDULE 011 SHEET ID) COMBINED IN ANY WAY TO (SEE SCRMAE ON SHEET 16) 1/2•AEN.COX R.YWb00 REO'D- SUR ANY IWALLATION. PLYWOOD I ro BE ATTACHED TO 1/Y MN.CD NMI.FlNlSTt ' LOA.2x4•STUDS O 18.O.C.MAX REA'0. SPUDS N ACCORMNCE WITH PI,%.MD. PLYWOOD ro 6E HIP00HED ro STUDS N ACCORDANCE SECTION 2722 OF THE Fac. ®HY WALL SILL INSTALLATION WITH SECTION 2322 OF THE F.B.C. ♦SFE WIATION9 OF .� P HV WALL SILL INSTALLA11 ®HY WALL SILL INSTALLATION FADE'"ISI ' O STALFlARIDA BUILDING CODE D liligh Velocity Hanicane Zone `tllll(II1MIpprrAA 0 2015 mm METAL SUPPLY,INC. ����•L"��� A.TIQ�Tyy,,� BERTHA HVm CE ==IL CO 1 N�. Accordion Shutter System • .V.81110E t W OR W/O H.V.W M WX k KV.&ADE AmertaCln Shutter S)rttOma DCTMIPM DATE oRAlm 6F M,L TIWT TESTING & EWANEERINO COMPANY AaaociatIon, IItC• 1 DIO 111-1M a/t7/u DAte a4 13 15 0330 HK 36t!•.A.3b.30%tid00N Q/PLEN7.E MA 371 0.--b7A�EQF 4i pho ,(3W)871_153O,F„%;(305)971_1531 4268 Westroads Drive z DRAWING No m-wat9"" West Palm Beach, FL 33407 : 15-084 P.E��A /DATEFLORIDA Lk-f 44107 5 SHEET s28 END INSTALLATIO S1 HV & HV♦ 13LADES INTO "x . WOODS UDS. Ya4•YN. \ / 1/,Y �DR 14ROM OM rw IBL tow WOOD YN \ / 1ECIMOUM aw BUI DEX SKIDS RECa Y■,• Wow \ f (AS MPUCA" \ / AN OM o a•as STUDS \ f � / M 1 1 IML 7NRFADFD \ / DUSTING CLASS FaNrstt F r/ /Y nl�l PV43V.Anm TO+- \ PETIIODD i NO SUMS ow. Comm CL-SS Ca2STHG -� � \ CLASS Ir / \ T'Ko a (T¢ 1/1•IN SOD. Eta ,TO m GLASS� I�ECLADE PCM70D. 1/te1tS• sQ E 9�LLE 01 WUlmI; C. s�e"MI E ON SIW afa9smag r�iwIpOSSR //S-wpL COX PLYWOOD. °N fOR ma ON me� 1 V9/Q92.�°vo t fiN PIATEmmk TE V g �1 RAW AT (DA Dia 1/2•sN.s Itia t�!sus ,t m�a i .mom --- G.C. - 4 Wgxxa TID.VA" ar Nueol Amos B 4 OR®* pec-aaena�co� WOR�o OR® SEE DLYI14 X SEE DETM,X FOR i OR®� - SDE oar+Bc00N -c-0-e0•p-©-®�• SDE TO WOMB w Truss -Q-a 7 e ®- SEE twDmmDNTO 7RACKS ® O-0'o-O�•®- p•p•p.p.p.®- ®•®-ilt••�•®- ©•OO •frO.O•®- ®•�-®•�'© 0.1.3'-O•®�•® O.O ®•®-®•® CONNECTIONAIL END CONNECTION DETAIL Q) END CONNECTION DETAIL g END ,OONNECTION DETAIL 1/40 TAPM OR TAfCON t/.S TAK.OR TAPCCN /-CLASS •REGURm any Im SPlm Q=ER R"Ir-D• DGS7HG QASS�J4��-4r ADVANCED THFWADFU51 X1f11 ADVANCED OLDF.Y IIW But= TECHNOLOCY Aft MAIM T - ANa1aLS M //a ,ON SES 0 fY 0.a ITro sn o T2'0.a De idGSLS. m taws(S E ♦ �a06 NRA�NS OF USE SHEEr 28OF Sam"C� Tt wR9rw 4 12 FUR RALEWA DON sm mFatH%M25� g1/ D -—-' - .s OR®DR@oR o (i)CR • 4 -�'v-v-2A•®- „NL F1B1riN4 tBL rr000 WALL ®=© -l"./'�LY•®- © ®�® VIEW Y STUDSDETAIL rtED•0. F1LSN o•®-®•c�-g•® 0.0-1�•�•( X END CONNECTION DETAIL © END CONNECTION DETAIL © FlARIDA BUILDING CODE on High Velocilly Hurricane Zone T!([%T J.,,'' �- O 2073 EASTERN NEPAL SUPPLY.NNQ BERTHA HVTM &S.S.A. IL EC O r,N�. Accordion Shutter System American Shutter Systems KV BADE 1 lY OR 0 U.iNlaaN Bl1DE HY.BiADE * TILLR TESnNG At ENGINEERING COMPANY fXsadmaN DATE DROM CLT FAL �: STATE OF�� taee KR 3w.St,Se.Stn.SRGI"DARCOA FLOM u, Asaoclatlon, Inc. 1 DID 11-IN 0E/13115 aVD w/13/15 ptme,(3m)a71-1530.Fe:T(30 WI-1531 4268 Westroads Drive 2 ��� DRAWING No RO...... c W tg West Palm Beach, FL 33407 P. s 15-084 (�gypp FEDRM U./44167 a SHEET P.E. S'�iVt BIHW,11')�E/DATE 3 20 OF _ 1 { _ �FF� 1875" _____________?��______7_____________�, *____.,0625 12-MIN.CLE�CE �' 0625 6a 5- TO BLOME EXTERIOR EDGE I 1 A .0625. -- SECTION X-X W WINDOW BLADE SCALE: 1" = 1" BLADE \ .1875" Y KNUCKLE 3't OPQdNC (�) \ .0625" 44 POLYCARBONATE IMPACT RESISTANT HV WINDOW 0.0625" BAYER ONATE RESINS,UVRSTABILIZED GRADEOLON 3163 ORSABIC EG I INNOVATIVE PLASTIC LEXAN 103 RESIN F"'TPoRnom LADE OF BLADE (SEE NOTE "F" ON SHEET 28). i I 11 I I i R1.7500' 44 r EXTERIOR / 1.3750" I I " POLYCARBONATE SOURCES FOR TN x1EmDw I i APPLICABLE RESULT GS / \I X 02.8750 TYPICAL PROPERMES STAN11WO uvle suc►loran[ REFERENCE �mdD 3103 soaff M usvl aw asN I P�SI�L 5 3/4" SPECIFIC CRANKY ASTM D782 D.043 brn 0.043 Ib/Iri / I ON I TENSILE YIELD STRENGTH ASTM D638 9.400 p.&L 9,500 p.sL 2 7/8-MIN. i I f 2 1/4- FLEXURAL STRENGTH AT YIELD ASTM D790 12.500 p.ai. 13,400 p.ai. CLEAR SEPI I I BETWEEN FLEXURAL MODULUS ASTM 0790 34D,000 P.M. 345,000 p.4.;. of I i T .0625- 03.7500 dp�y 03.000D NOTCHED QOD ASN D256 18 f7-b/In 17 Fhlb/in i 0625" 11ac B mAnw cute SMOKE DENSITY ASIY 02EM3 473 Tr 64.5 x MAX I/ \I SECTION Y—Y RATE OF BURNING ASIM D835 C-1 CUSS C-1 CLASS SCALE: 11" = 1" .7500" SELF IGNITION ASTM D1929 1040•F 480'F I la) I ASM 6155 I\ /1 TENSILE SIREDi NGARM WFATHFFINC ASTM 638 9302 p..L 8040 p.&L EV i EXTERIOR ELATION TENSILE STRESS BEFORE WEATHERING AM 638461 p.ai. 8880 p.31 SCALE: 1" = 1" 12-MIN.CLEARA{ICE TO BLADE BOTT�IM TYPICAL -HV WINDOW BLADE AND SALE, 3/8"=l' POLYCARBONATE HV WINDOW DETAIL ' FLORIDA BUILDING CODE on High Velocity Hurricane Zone ",�R A: , ®2013 EISiERN METAL SUPPLY,INC. '`4P� vGEN ��T��•, BERTHA HVTm _ 11LIE C O IN.*. Accordion Shutter System A.a�.S.A. * / - wn American Shutter S Wv.BEIDE 1 ORM 0 KV.W ABLADE k HV.BLADE TILLIT TESHNG stems ENGINEERING COMPANY Y OEscRsml 1NLw11 sn LLL �:. STATE OF :a; am N.M.3411.5L.a..708•VI MA GARDM nORGA WIN Association, Inc. 1 OLD 11-114 w/u/+s ME. w 13/15 Ph—:(3W)871-1530,Fm:(305)071-1831 4268 Westroods Drive 2 '.���:•.,�OR10P;•����: "mot Oneoo9-1— West Palm Beach, FL 33407 s DRAWING No ''•4rss�ONAL FNG��.`` WAL704 A.T7EB-0009719 fTT P.f. 4 15-084 P.E. S�AL�810NA'IURE/DATE FIAROA U.1 44167 ® 7 OF 2g °�° •� • A G ®•® t.YA1L A.S.D.DESIGN F'RE59RdE RAlN12 1110.-110 W. 2.UK S1ErnER SIM 1NY a ALLOWED UOUNTNOS A O.O R N ON SLEETS 0.7;AS WELL AS NUMMI Gs 14%T.Ul a:W of SHEETS III a_to O 4 arm BE INCLIJDED NL"rr O �G CPF pB �a IMP.FA END • • a W rN WEDOV GIME 1CA�SxYL WE OF ONLY NIDAL A UMMIN of 5 OPENIM ($Y HOLES)FOR®PER AT SPAM=SHOWN ON MEET 27. VAX 5 WINDOWS _ (B)MN,CtEA%4CE FILM 10P OR SOMM EDGE OF W Vnew f11ADEALLOWED AT W ® • Of ANY 3'0 HDLE FOR SANL BE 12'. (C)F OR LAU BLADE 00"OW FROM SfMIEFS AT ENDS MAY BE W WVWO BL" • (D)1N WINDOW BtAOE'J.—BE USED A MMIE TO A SOLA FN MADE(D x 71fRO1Ni1011f 51#IRFAS WDRI. 3 (ES svtl.ALWAYS BE DISTAM Aavtort TO A SOLID W • '� • • • BUJ1E 1 AT EIDER SOE OF,inm • 0)POLYCAIIBWAIE W WEDDW®SIALL BE E67N1EA TABS FACE SEE END THE ERERIOR OF THE OPENING BEN PROfDaFD.EN ft:. NILSf BE DONNE nOF1ON • g q a • ONLY UWALLED ALD LOOKED USING A EM SflnNG TOOL BY ASS& CEIAILS stEEr t L TTP. Nit NO: F1AI.Ht]f.Ylf. p§1b9 L SEE ANGDR SPACM SC EDUE FOR EbTNNAnONW N10 WDGO rRA1E p ) i NOTES a 2 SIM a IR W1ID of SPALL AND ASD GL"I"(SFE II 7.SFE ANIAM SPACI G SCHEDULE FOR NSDILATDIW aft POURED �=� =10FIETE OR COF"M 9000 WALL ON SWIS.13&14 AS LIMITED BY LT SPAN AID ASD DESIGN LARD(SEE NOTES 1 k 2 ABOVE). ( a.VEN•RM sEPARAl1011 70 GLASS SaELULE PLR ASTM E 1881-: TYP TOP d ' I M—) LO r74 20NE IMUM SEPARATOR A DIMS NULULED RU 3 T' ELEVATION I++ 4 m CLASS eas• E]OSrING BD�IEE w sEEr 12 FOR 9A VD, -- AID ON SEPT 23 FOR IRM01®a:8 ------------------- -----------�'=--- 5UMIAIM t \ 4 Mw Pui PLAN \� i TYPICAL MJ 'HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE (JA SHUTTER* N.T.S. FLORIDA HULLOING CODE on Ili h Veloc4 Hurricane taw RpL1111111111gI//f ®2015 FASUN YELL SUPPLY,INC. BERTHA HVTu A.S.S.A. Accordion Shutter System V.9ADE 1 N OR W/O N.V.MW ME&U.8ME o�,ARn%3f1 cA T1WT TEStING do loENGINEERING COMPANY Amedcan Shutter Systems O�gOq CRON BO Y.L = am xr.,Ey,, Association. Inc. f OLD 11-164 1-/13/13 AVD o4/t3/1s ..ti VrATE OF Frmn•:(sO5)871-1e30•cm1: RV M7T-1x31 4268 Westroade Drive 1: %90,4:• FCORIOP;����� •— o••+ Weat Palm Beach, FL 33407 3 �AWINGN° %4•IFSS%•••••••`��• ��� WALTER A TRltf Jr.RE 4 15-084 P.E. SNr r 4 �pp� F1nREH LNC/"187 s • 2 OF 8