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HomeMy WebLinkAboutProduct Approval FLORIDA D11PART~CW Business • Professional t 1 �i+dYE1Y1ri' BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search bd r Product Approval —USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail • • FL# Application Type Revision Code Version Now Application Status 11111111111111ftiv. Comments Archived Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory 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. 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 Henry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence FL8523 R5 COI A.S.S.A INC. C.I. DRWG.15-088.Of Referenced Standard and Year(of Standard) Standard Year ASTM E 330 2002 ASTM E-1886-05 2005 ASTM E-1996-05 2005 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/28/2015 Date Validated 04/30/2015 Date Pending FBC Approval 05/09/2015 Date Approved 06/23/2015 Summary of Products FL# Model,Number or Name Description 8523.1 Bertha HV Bahama Shutter(Non- Extruded aluminum blades assembled together and retained HVHZ) Drawing Number 15-088 by jambs/headers to provide Hurricane Protection. Limits of Use Installation Instructions Approved for use in HVHZ: No - will"TRRWG6 jS'Oft'Odf 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",Wind Zone 1, 2 and 3, Max. FL8523 R5 AE A.S.S.A. INC. P.E.R. DRWG.15-088.Ddf width is 42"and Max. height is 96"for+45, -55 p.s.f.ASD Created by Independent Third Party: Yes design load, Max.width is 120"and Max. height is 70"for +45, -50 p.s.f. Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovrioht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: N 0 ti- Credit Card Safe 1. BERTHA H.V. BAHAMA SHUTTER SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN 8.3) MINIMUM EMBEDMENT OF PANELMATE INSERTS INTO CONCRETE OR CONCRETE BLOCK VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014 (5th EDITION) OF THE FLORIDA BUILDING CODE. SWILL BE 1 5/8" FOR CONCRETE AND 1 1/4" FOR BLOCK, RESPECTIVELY. 1/4"0-20 THIS BAHAMA SHUTTER SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES.(MIAMI DADE/ S.S. TRUSS HEAD MACHINE SCREW USED SHALL BE 1 1/4" LONG SHOULD STUCCO BROWARD COUNTY) EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED AS REOUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED 8.4) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE FOR A DIRECTIONALITY FACTOR Kd=0.85. USING ASCE 7-10 AND SHALL NOT EXCEED THE EXISTING WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2. BEHIND SUCH PANELS. ANCHORAGE SWILL BE AS INDICATED ON NOTES B.I. B.2 AND IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 B.3). SWILL BE FIRST REDUCED TO AS.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO TO COMPARE THESE W/ MAX. (A.S.D)DESIGN PRESSURE RATINGS INDICATED ON NOTE 2. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D., AS TESTED, WERE NOT OVERSTRESSED, A 33% INCREASE SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS. HOWEVER, FOR CONNECTIONS 8. EACH SHUTTER SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR INTO WOOD, A 1.60 WIND LOAD DURATION FACTOR WAS USED TO CALCULATE SCREWS SPACINGS. TENANT TO SECURE SHUTTER WITH SILL BRACKETS DURING PERIODS OF HURRICANE WARNINGS. BERTHA H.V. BAHAMA SHUTTER'S ADEQUACY FOR IMPACT AND CYCLIC RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS / 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE 0510.01-06 AND 0621.01-07 AS PER ASTM E 1886-05, ASTM E 1996-05 AND ASTM E-330 STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR STANDARDS, QUALIFIED FOR WIND ZONE 3, MISSILE TYPE D. BASIC PROTECTION ONLY. TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH 2. SEE MAXIMUM A.S.D. DESIGN PRESSURE RATINGS & MAXIMUM SHUTTER DIMENSIONS ON SCHEDULE THE BUILDING TO PREVENT WIND/RAIN INTRUSION. ON SCHEDULE ON SHEET 7. 10. BERTHA H.V. BAHAMA SHUTTER'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS 3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063-T6 ALLOY AND TEMPER, WITH Fy DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE = 25.0 ksi MINIMUM (UNLESS OTHERWISE NOTED). PERMIT IS APPLIED TO. 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES WITH 50 ksi YIELD POINT AND 11, SHUTTER'S MANUFACTURER LABEL SHALL BE I��C/A D DN A READILY VISIBLE LOCATION AT 90 ksi TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. EXPOSED SURFACE OF THE BAHAMA FRAME (C) ( OR OE IN ACCORDANCE WITH SECTION 5. BOLTS TO BE AISI 304 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. 1715.0.3 OF FLORIDA BUILDING CODE. ONE EL SHALL BE PLACED FOR EVERY OPENING. 6. ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE. 7. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) 12. (a) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i. e. WHERE THE (A) TO EXISTING WOOD UNITS: SOUTHERN PINE No.2, G=0.55. SITE CONDITIONS DEVIATE FROM THE P.E.D. 1/4"0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX, INC. 1/4'0 x 1 7/16" PANELMATE INSERTS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS PRODUCT EVALUATION NOTES: DOCUMENT, PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON A1) MINIMUM THREADED PENETRATION OF TAPCON ANCHORS INTO WOOD SHALL BE 1 1/2 THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. A.2) MINIMUM THREADED PENETRATION OF PANELMATE INSERT INTO WOOD SHALL BE 1 5/8 (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY A.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING MEANS. WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES Al AND A.2). (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND (B) TO EXISTING POURED MIN. 1'c=3192 psi. CONCRETE OR CONCRETE ASTM C-90 BLOCK UNITS: WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, 1/4"0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDD(, INC. ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. - 1/4"fx3/4" ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT k SPECIALTY COMPANY. 4��g1N11TT Y� IGINAL P.E.O. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE - 1/4"0x1 7/16" PANELMATE INSERTS AS MANUFACTURED BY ELCO FASTENING SYSTEMS. LLC. ��� ; ...A' "� SSIONAL ENGINEER OF RECORD THAT PREPARED IT. � '\\CENSE 19:� DIIS DRAWING SHILL ONLY BE USED To B.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4" OR OBTAN PERMITS IN THE STATE OF FLORIDA CONCRETE HOLLOW BLOCK SHALL BE 1 1/4 c:L, = FLORIDA F3UILDING CODE (Non Nigh Yeloc;ty Nu 'cone hone) B.2) MINIMUM EMBEDMENT OF 1/4"0x3/4" ALL POINTS SOLID-SET ANCHORS INTO POURED /r *_ CONCRETE SHALL BE 7/8- OR INTO CONCRETE HOLLOW BLOCK SHALL BE ENTIRELY �� ""A CM15 71hOD INC YA. / O F Q= ASSA / BERTHA H.V. BAHAMA SHUTTER GPAM n EMBEDDED. %� CORIO- •'t(,� NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 S.S. MACHINE SCREW USED SHI11/1{ EN�j\��•`` 15 �1L E C O ewe. A EMCAN' SHUTTER SYSTEMS ASSOC.. INC. aMIT 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO. �4rrrhTTIMIAHEEq��� TIWT TESTING t ENGINEEMNG COMPANY 4268"SINONIs DRNE •.r a,.w uicea we.s am WEST PNM BEIICN.F1060A 33401 15-088aWs•w..':talm-Ian .t>m1.n-.m PN(600)432-x204 FAX:(561)200 6]60 "-wna:MbcoOsd rm, ` _ DRAWING N. 0 OW6713 SNEEF 1,1 nawaA lit HI67 .302' n .^d`In 1 7-o-i-n— 6innO1i s,R'..013235""q L�-'L(`-1(8'..1-53• I�� 2'4�. �' +I'Q�—�_e_•.°.�1 +�' OY .07R.33�.0 9„t�.0' 213' � . 28Y 25'°° 108 8 61- 0 6 ( .030) rya.045 3 'n-g+, .0 78” (TVP.).119' .1 19' R.06" 071' JN 871 2.5571 -1 R43. Y T-T LJ13 82.000' --2.125' (.*.020) 2.972'— _ II625' Tal LOUVEa. 9 i 20" S f . . 8?0" J III1IIIIjII, ?q'O, . 1I1jIII BLADE LOUVER BLADE 6063-T6 Alum. ALLOY 6063-i5 .,w• AtLOf M.RAILZ,MALE HINGE OD BOTTOM RAIL S -2•�'-- —tet VIEW Y AS 1/4"0 -1.250' --1.250 —"I + r-1.250" I _ 2.330'- HOLES- yt0 EO.�--EO. f 5z Q � f• 4.000' Min. T O '^ in.093' © i�t �.175 _•` r 9/16-0 - 1/4'0-20x1" LONG t3... rn � ( •) I` /Min. I f=�= ..-S.S. THUMASCRtW OR HOLE 3/8'0-16x1' LONG T..__ � p p ACETAL THUMBSCREW. 9/tM� © $ Q 4 0 UH LOCKING ROD AT EXTERIOR FIXATION HOLE 9/16-0 Min. O.iO.IL (2)H10/l4 __12' --------'---- PRE—PUNCHED —A 0' Min. _- ! (3) t/ SHOLEHOLES CENTER MULLION TJ, 1/4"0-20x1' LONG VIEW X BLOCK WOOD } S.S. THUMBSCRLW OR 3/8'0-160" LONG ��yK. 7 ACETAI. THUMBSCREW. N `C7 .iJiaails LOCKING ROD AT INTERIOR FIXATION a aie.9oz +oAg� ) --1 IT..-—————— — �•�``1RpT!(j a O.875" SERRATED TUBE J i" SERRATED TUBE ) \`` "" �l✓''� FLORIDA BUILDING CODE (Non Nigh Velocity Nu 'cone Zone) O -.940- 1.750" `y1 ' EN$F••';9 �: 02015 TOR=INC. YS INSIDE ARM OUTSIDE ARM = _ O CAMEL BACK HINGE = No-44 - �S►/ H.V. BNiAMA SHUTTER 011,111111., ]67 *= 04/13/15enILTECO.Mc. A S1Unx SYSMMS ASSOC.. 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FROM 0 BOTTOM C) • 70O RO7TOMB Aiul ---_._....-- -C 5.6 120" Max. WIDTH-- ._ .. .. D/5,6 / CONCRETE OR CONCRETE BLOCK SUBSTRATE D'/5,6 RAIL bl H J �Hl F J G -.-'w' (SEE SCHEDUIF. SHEET 7) _: `,14f1Nt111tftt4ipTT/A MULTIPLE UNITS: CASES II & III A'Tit a C/5,6 D/5,6 ���Q�.• v FLORIDA BUILDING CODE (Non Nigh Vcloc,ty Aurricone Zone) CONCRETE OR CONCRETE BLOCK SUBSTRATE D'/5,6 3`: \\CEMs� •,9''�i ®2015 RTMO IHC. �� / M KV A M� M.t SINGLE UNITS: CASE I N0.44167 -- °"'""" f (/ 1 L ECO Inc. Al awm SHUTTER Sysmi5 ASSOC.. INC. art ELEVATIONS FOR INSTALLATIONS WITH °� �Vf(1!e(•�F•,��`. .TmU+T"TESTG.xaEAH,rGaH�CEcW.`�mNGn COMPANY « ft—CADS � ano 407 FMA is-088 EXTERIOR LOCKING ROD A FIXATION auMwH. „ N T 5. ��4sS/ONAL�N1.��` li""L°Iam1A ii/ei E. SHM 3 OF 7 A1oR Al C (CONT.) C 6A (B CONT) C (cONT.) {A;oR Al r caNr.TTP.) / �D/5A,6A 'C/5A.6A ZcONF. le (co14r.) �D/54,64 (2) /14,2'F.H. R , D-/5A.6A (2) /14„2'FH. --- _ -- D'/�6A 0 0 0 0 5.5. S.M.S. —_. _ S.S. 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SOUD--SET OR (2) 1/4-0 PANEL MATE INSERT W/ INTU(KM WEB A OR OW/ INTERIOR WEB NOTCHF,D AT (4) 3/16-0 (RUDE TW.) NOTCHED AT .......... RIVETS 5/1 BA FRO 5/16-x2- 6"2-\ _a SLOT ' /-8 SLOT--\ .4 DO rTOM RAIL B!J AL 1- -1,,... -... POPUMINUM I OF BOTTOM RAIL(� 1/4:0 TAPCONS OR '0 2) L//4 A 1 7/16- ----- ---- ------ 4V(((-, -- P_TE INSERTS TO WOOD ---------- (2) #14x2' S.S. S.M.S.1 (2) #14x2* F.H. S.S. S.M.S. FROM JAMBZO BOTTOM i-ROQ JAMBOTO BOTTOM ROUL(D) + (2) #14.2" F.H. S.S. + (2) #14x2' F.H. S.S. S.M.S. FROM JAM13CE)TO BLADE CE) W/ WEB FROM JAMB(p,To BLADE OA OR 14 1 -— NOTCHED AT 0 ��OR 10" T)IUYR'X.RFW LOCATION— I MID HEIGHT TO BRACE JAMB 0 MID NEIGH{TO MACE JAMB ,SECTION B,_8• BOTTOM R" SECTION A- CONT. V.GIKKJL-a Am IV W/ INTERIOR WEB (2) #14x2- F.H. SCALE.3/8'- V A OR @ (2) #14.2- F.H. "TW/ INTERfOR WEB /-F-� S.S. S.M.S. (E)W/ WFB 'KAM ryp.) CONCRETE HOLLOW BLOCK NOTCHED AT - I. S.S. S.M.S. 2'. 4*WOOD RLOUIRED 0 CORNER (Typ.) 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WkTERWAR H f", ftL11,1..,1 L VAL A WOOD HEAM -ODD WADER .0.0�11 REQUIRED REWHIM REOLIRED 1/4-.TAPCORS1/4*0 TAPOONS /49 TAPCONIS I (SEE 504wr qnT 7) SIX 30twL smEXT 7) (SEE SCHELYU SHMT 7) C-t r. B c-H. C (4)3/36". F.H. AUAINUM S.M S jj�(4')' Pa NN A FRONT POP I' � ( �c� 1 .. ofTERION REB (DWEROR WED TINNED 5 / NOTCHED C TOP VAL TOP V& M9. —GLA (SEE Ss m, sHEET 7) FXSRNG CLASS 114.2*F-14.ss.S.MSL k FROM mw�to B1.AJDE OR 04QJ14.2'Em S s SAL 0 AND HEIGW TO BRACE JAMB fE)To BLADE 4 OR 0 MIO HEICIIII TO BRACE LAND GnE ` _.��` 'I oma.)UNITS) IT 'A. 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KL CONNECTION TO WOOD WZ EXTERIOR N ASSA H.V. alldliMA SHUTTER DRUM r LOCKING ROD FIXATION z Z�l L ECO AMERICAN SHUTTER SYSTEMS ASSOC., INC. DATE 71LUT IE COMPANY WM424d NISTRONDS ORE FLORIDA 33407 f Ij� D DIIAIDNQ The, T PH.(NDO).p3A2LM2204 H-AY:(561)200-&= 15 088 1"IN,�- ITXZR�I' . --II-=.z��-11, .... I- ... ........ W-00o!'19" T,1 14'spr I --i SHECI 5 OF 7 p Vt� wow 10m WIM HEADER WOOD HkAAR —RE12lWEB \ ImImAlm t/{'P TAPCOKS _ 1/410 INCONS _ 1/4'0 IAPCOMS :. (9Z sotvw"smttl 1) (SEE soul"SwEn 7) (SEE SLNEI)LIL"SHIET 7) 01 r 1-(ly)Curl. J t-{ty ICmt \ z -00 CorR (4) f14.2' Ad 3 _ rN AW ? M.J.NJN I r Ss.SM.S. POP PFR F1E01/JAMB!,'�,\ t 174011 YY9'�l BtL'I(a 1RONr 10 rOP RAIL tCl, 1 1� ro 70P B/YL``cfl I ()Nt ma+UEtI I -(f)«rFwON ow F�■ TIEw OEDrT KG TOP PAIL C) ( t Yn.SFDAW,tIpt1 �\� lo) ' , •',�L�`.,. ro CLASS r-(sa SCHEDULE -_.- A QR ® ` '"'`' '•\�-'t`'� \ 1 (Trp.) 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BANANA SHUTTER auvN n CONNECTION TO CONCRETE OR CONCRETE BLOCK 's o _'' r'—'- ' ECO N� 04/13/I5 *= 1 AMEIdCAN SFNI'ITER SYSTEMS ASSOC., INC. aTE W/ INTERIOR LOCKING ROD H FIXATIONTINT TESINO ENGINEERING COMPANY �p,•, � •'�: .2se wEsrRao14_a O' ! F'•�pRIDP �' m•�• Y�pS WFST PMM BFMI. --088C,0)432O( I )4]2 2204 F5f 15 '''''A//ONAL E��`�f``•` a-n,aL MOWl..wn DAAWNG W A � cB-two6719 c2ly '/F/i1//11NllllEl\\\I 'IM A`LLIT Jr.,10]P E. " /'2/ SHEET 6 Of T IIOMM l<./44 SCHEDULE# 1 MAXIMUM SHUTTER SPAN"L"(in),MAXIMUM SHUTTER WIDTH"W'(in)FOR SINGLE(CASE 1)& MULTIPLE(CASES II&III)UNITS FOR A CORRESPONDING A.S.D.DESIGN PRESSURE RATING FOR INSTALLATIONS INTO POURED CONCRETE CONCRETE BLOCK OR WOOD SUBSTRATES SINGLE UNITS ELEVABON kLITIPLE_UNITS ELEVATIONS 6 SdSEJ : WALL MOUNT 9 GSE II WALL MOUNTB rAaEJI : WALLMOUNI BAHAMA _ SHUTTER _ ELEVATIONS 1—w--T—wi 1---w 1 W-4--w—4 W--� "USLE UNITS--I 1- -TRIPLE UNITS--- SINGLE I, IHTS MAXIMUM A.S.D. CASE DESIGN PRESSURE MAXIMUM UNIT MAXIMUM SPAN INTERIOR MULLION MINIMUM SEPARATION RATING WIDTH "W" (IN) "L" (IN) TYPL REQUIRED TO GLASS (IN) (P.S.f.) I +45.0 . 55.0 42" 96" N/A 4 5/8" II & III F45.0 • -50.0 40" 70" 3 5/8" SCHEDULE#2 J MAXIMUM ANCHOR SPACING AT TOP FEMALE HINGES(B-) FOR SINGLE(CASE 1)&MULTIPLE(CASES II&III)UNITS ���R Ajj�'�•.,,�• FOR A CORRESPONDING A.S.D.DESIGN PRESSURE RATING&SUBSTRATE TYPE a°y�P............. No.44No1 MAXIMUM A.S.D. SUBSTRATE -*� DESIGN PRESSURE = o CASE POURED CONCRETE RATING WOODOR (P.s.f.) SOUTIIFRN PINE No.2 CONCRETE BLOCK IONAI ENG:\: "•wn+uunuaa� +45.0 -55.0 12" / 1/2" II & III +45.0 -50.0 7 1/2" 7 1/2" FLORIDA BUILDING COD[ (Non Hiy7 Ycioclty Hu -scone lone) t»?c,s m*Eco we Ml. _ ASSN / BERTHA H.V. BAHAMA SHUTTER DRAWN w L /13/15 AMERICAN SHUTTER SYSTEMS ASSOC., INC. wm TIWT TESTING d ENGINEERING COMPANY 41 WS1 'DR's MST PNM BFACr 1.RORIOA 33407 in.:,."••`r•%Mer"-Iv. PN (ROB)432-72 A W.(561)109-e3B0 15-088 a- I"wvr0"tl ca" omwo N. FB-OJ06)19 _YN Mi�IY dR WN RR A mllf Jr,P E - nil S V T Of T il.ORRM I K.�N 16I REVISIONS SEPT.23.2OL7 O (�Q Z Yp �JZ J3 70'MAX. 70'MAX. Q Z(� J J 96'MAX. Q W S �y S ZQuU o00� g� _ 8 �2 < N DOUBLE PANEL WIDTN 80"MAX.(SEE FL8523) TRIPLE PANEL WIDTH 120'MAX.(SEE FL8523) r y >h X O Z < Ds SINGLE PANEL WIDTH Z 42'MAX. (SEE FL8523) 5/16'DIA.(MIN.)S.S.EYEBOLT V EXIST. (SEE NOTES FOR TYPES) �Q CONCRETE/WOOD/CMU y STRUCTURE a iY"Ji N z 4 PART-E-(SEE FL8523) D. Q 12.1 N SEE NOTES �PART'0'(SEE FL8523) a Q ap V0- Z� ///z IB PART"H"(SEE F523) N zaa>C PART'A'(SEE F1B523) o�>` NOTES: U 1. DOES NOT REPLACE FL APPROVAL#FL8523-R4(THIS IS A SUPPLEMENT) 2. SEE FL8523-R4 PRODUCT APPROVAL FOR A LIST OF ALL MATERIALS V 3. THIS IS AN ALTERNATE METHOD FOR THE'HURRICANE POSITION" 3 r 4. ALL ANALYSIS IS IN COMPLIANCE WITH ASTM-E-1886-05, U O ASTM-E-1996-05,6 ASTM-E-330-02,AND ASCE 7-10 �+J.J.1 I� 5. PLEASE SEE FL8523 PRODUCT APPROVAL FOR PROPER WALL C /8"MIN 5/8" ATTACHMENT METHOD&MAXIMUM PANEL SIZES 0.T Z C9 EYEBOLT NOTES: O 1. TYPES OF EYEBOLTS THAT MAY BE USED: W 1.1. 5/16"X 2'LAG THAT WITH 3/8"LEAD TYPE,SPREADER INSERT WITH 2"EMBEDMENT(MIN.)INTO CONCRETF/CMU S TR UCTURE 1.2. 5/16'X 3-SHOULDER STYLE EYEBOLT DOWEL 6 EPDXY 3"(MIN.) EMBEDMENTINTO CONCRETE/CMU STRUCTURE 1.3. 5/16"X 3'(MIN.)LAG STYLE INTO HOST WOOD STRUCTURE EMBEDMENT MUST BE INTO HOST STRUCTURE NOT FASCIA, - STUCCO,SIDING,ETC.) 3. MINIMUM OF 304 STAINLESS STEEL MUST BE USED(HIGHER GRADES •✓ [N ,•••.-r�/� MJWS ry RECOMMENDED) ALTERNATE LOCKDOWN ATTACHMENT METHOD _ s AlINDb D IN A FOR STORM a P OTAl IN%)*4 AE IN ACCORDANCE WITH srue wn — SICHON I THE IOFLOI(IDA BUILDING CODE SHEET ATeoF� S-1