Loading...
HomeMy WebLinkAboutProduct Approval (3) � f N 51 Nal -londa De,�,.rnent4 aCIS dome Log In User Registration Hot Topics Submit Surcharge ' Stats&Facts ; Publications FOC Staff j SCIS Site Map Links Search Busines Professigal OUSER:Product Approval public User Ryl �o .� Product Approval Menu>Product or Aoo!ication Search>Application List>Application Detail a sOR .` FL# FL8523-R5 Application Type Revision Code Version 2014 Application Status Approved Comments Archived [,j Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley lrodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Bahama Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 1✓` Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tiilit 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, P Validation Checklist-Hardcopy Received Certificate of Independence FL8523 R5 COI A.S.S.A.INC. C.I. DRWG.15-088.12cJf 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 I Option D Date Submitted 04/28/2015 Date Validated 04/3012015 Date Pending FBC Approval 05/0912015 Date Approved 06/23/2015 gumma ry 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 FL8523 R5 11 A.S,S,A.INC. DRWG.15-088.pd 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.r)df 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::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a pubitc-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. al ON IN M GENERAL N 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. SHALL 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 1509 OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED B.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 SHALL BE AS INDICATED ON NOTES B.1, B.2 AND IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 B.3). SHALL BE FIRST REDUCED TO A.S.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 LOCA READILY VISIBLE LOCATION AT ACCORDANCE go ksi TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3-3.4. 01 1 ORDANCE WITH SECTION EXPOSED SURFACE OF THE BANANA 3D DOR E AIN 5. BOLTS TO BE AISI 304 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. 1715.0.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. 6. ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL LABELING TO COMPLY WITH SEC11ON 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 (RE.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 A.1) MINIMUM THREADED PENETRATION OF TAPCON ANCHORS IWO WOOD SHALL BE I 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 A.1 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 (13) TO EXISTING POURED MIN, f'Q=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, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL sul3mrr To THIS - 1/4-0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX, INC. LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. - 1/4"0x3/4" ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. 0'xat11A I AIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE . 1, Zpw SSIONAL ENGINEER OF RECORD THAT PREPARED fr. - 1/4"0xI 7/16" PANELMATE INSERTS AS MANUFACTURED BY ELCO FASTENING SYSTEMS, LLC Z( ......... V\C EN e".. IS DRAWING SHALL ONLY BE USED TO B.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4- OR OBTAIN PERMITS IN THE STATE OF FLORIDA CONCRETE HOLLOW BLOCK SHALL BE 1 1/4-. _ ---- = FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 8.2) MINIMUM EMBEDMENT OF 1/4-0x3/4- ALL POINTS SOLID-SET ANCHORS INTO POURED -S-P 7f CONCRETE SHALL BE 7/8- OR INTO CONCRETE HOLLOW BLOCK SHALL BE ENTIRELY z 02015 TILTE00 INO. 4QZ ASSA / BERTHA H.V. BANANA SHUTTER DIRAWN BY EMBEDDED. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4-0-20 S.S. MACHINE SCREW USED SHN. Oi/IIVTS 1/2- LONG MINIMUM SHOULD STUCCO EXIST, AND 1- MINIMUM FOR WALLS WITH NO STUCCO. w"';f NAIL AMERICAN SHUTTER SYSTEMS ASSOC,, INC. DATE' TILUT TEST(NO&ENOINEERINS COMPANY 4268 WESIRCADS ORNE - WS K.. M WESTPAX BECH�FLORIDA 33407 'I- PH:(0DD)432-2274 rAX:(501)209-OM 15-088 101-ft"- DRA ES-0008710'r.:P.L SHM 1 OF 7 .302" N ; a 45^j 8.033" yo a Ir.33d .910" a .213" CA fi25° a �3�^ o 4141. s \.281" 2.330" .N M .1 OB" .060" ,o ,��.� 11 6.� Q, �^ I re.045.. s (1.030} 8.125 �( o� os v 7 X19 i o 1 .119" .119' o h .39 in 'oJ 078" n 8.415" $ n 071" 187" et2.557' 53A.625` 1.700" eR•p5" SJ M m tV E 2.000" 2.125` (1.020) 2.972L L"78.18• + @• q j1 tSttlYE$ Al HIGH VISIBILITY �B 1X P.O. FEMALE I----1,820^'- 1 i 820" 9 Cosa. BLADE LQUY RF BLADE 6063-T6 Alum. ALLOY 6063-T6 Alum. ALLOY C TOP RAILI AL£ HINGE Ao17Q RAtt JA g 2.000" ho0 45� 1/4.4 I---1.250"-.1 1.250"--I EW 1.250" 1 2.330" �° HOLES E0. E0. o --4.000" Min.-- h� 7 S o �o 0 M � o 1 0 in in 093" T25" cy 9j16"0 „� 1j4'0-20x1" LONG t34 at �. {TYR'} I Min, S. THUMBSCREW OR JI) HOLE 3/8"4»16xt" LONG I /•>•\ o o o ACETAL THUMBSCREW. " gj1Mi'n I L\ y/16"w $(R LACKING ROD AT EXTERIOR FIXAATIO HOLE Min. to HOLE R PRE-PUNCHED i S�L (2} 1/4"� {3) 1/4"� I _ 12"t0` Min. CENTER WIUWONON HOLES HOLES a t.9s7" VIEW x BLOC WQOD �'"^�..5 Sow THUMBSCREW GOR 130 3/8"0-16xf" LONG VIEWS z ACETAL THUMBSCREW. .085" _{N H LOCKI RO�-AT INTERIOR FIXATION T--� �t•(PJ .-_.I_ �1vP� .-1 p ``��, --+.A tlC�/lI/ FLORIDA BUILDING CODE Ran High Velocity Ru 'cone Zone (D.875- SERRATED TUBE 1 SERRATED TUBE .940" } t.75o° _ t ;• '� C s h } �... L�GENSF•'•� FLORIDA �xoss nT£co axa INSIDE ARM OUTSIDE ARM - ASSA/ BERTHA H.V. E�AFLWMA SHUnER Y a,,, K� CAMEL BACK HINGE N0.4 67 = .� _ COMPONENTS i ®�N�. AMERiCM s►lurrerz SYSM S Assoc.. INC. °"DATE ''� TIUJT TESTING d ENGINEERING COMPANY ♦268 MESiR4=DK4 �'�/`� enm n.•me. a.�m waaM r,uax anmMI P"OF K"1. 1.331101 C(`AI F• 4/�•,.=�3= 's�� F "`'� - �°i gam,-�v, PK:(eoo)ax-zxw rax:(say)xW-sW 15-088 C~i •is mtowaad.mm OJµtclC SKE£Twx or•7 11 A? oR Al (RICONT.) (CONT.} �C/5Nr.O ,6 D/5.6 �10/5,6 nE) (CONT.) D/5,6 5,6 041 5 (2 1[),/5.6 (2) 914X2 "o oD'/5,6 S.I,#14.2"F.H. S. . S.M.S. FROM JAMBE F JAMB E L RA F.H.1�% TO TOP RAJ TOP L C #142' F.H. (2) 12F.H. -1 S.S. S.M.S.S_ S.M.S. -4 FROM JAMB(% FROM JAM 0 TO To, RAELj TO TO TO TOP RAIL L • P RAIL C L 2 1/8" Min. 2 1/8" Min. 2 1/8" Min. 2 1/8" Min. BLADE BLADE BLADE BLADE PENETRATION PENETRATION h PENETRATION 4- PENETRATION w E � I-- T* I- D 1-- 4- -4 U9 #14x2" H. 'E.�42 _) S x S. S. + K S. H. S' Y. FROM AM. U FROM J�JMK "E OR (2 1#142 BLADE MID 0, #142" 41,S.S. S S.S. s r -4- TO BRACE JAMB a. FROM JAMB 70BRAGSJAMB L__ F IB 13LADE(A), 0 MID HE TO BRACE JAMB r- + TO BRACE JAMB 8/4 SIMILM L_ J B/4 iNo, I 1w Ir A 1A I f-(2)#142'F.N. 1 (2 14.12'F.H. 'Y- —A/4. A/4--- —A I S.S.S.M.S. S="It FROM JAMB ED ig To BOTTOM m0p) SIMILAR 8/4 MM "H 9-OG B/4 I'll, IT _L(p — D (coNT.) (Er (-<2)#14x2'F.H. --W' (SEE SCHEDULE SHEET 7)---4—'W" (SEE SCHEDULE. SHEET 7)—,—',W" (SEE SCHEDULE, SHEET 7)-- (2) 914x2-F.H. FROM S.S. S.M.S. FROM JAMB -120' Max. WIDTH D/5,6 FROM JAMB(ED) I& �C/5.6 D'/5,6 RAJ 10H 0 BOTTO� TO Om —W- 9 - V -W" (SEE SCHEDULE, SHEET 7) D/5,6 B'/4 '/4 C/5.6 I T-- SnALAR D'/5.6 1w -(2) ft4x2*F.H. WOOD SUBSTRAT T-A 4 A/ A 4 S.S. S.M.S. f A/4--31:-A FROM JAMB M­JAMB B Or" 0 B'/4 TO BOTTOM L I RAIL TO 11A1 @ 8'/4 --1 SIMILAR 4 "wr r— D (CONT.) SHIFT"I) (2) 914x2'F.H. #14x2'F.N. 7G —"W" (SEE SCHEDULE -'W' (SEE SCHEDULE, SHEET 7)1"W" (SEE SCHEDULE, SHEET S.S. S.M.S. S.S.S.M. FROM JAMB FROM AW —120" Max. WIDTHD/5,6 FROM am J TO BOTTOM TO BOTTOML@ C/5,6 CONCRETE Og G RNL@ T� CONCRETE BLOCK SUB 0'/5,6 -W" (SEE SCHEDULE, SHEET 7)-- MULTIPLE UNITS: CASES 11 & If G j "'#'%1�P, TQ'11"',x �'P...:.... 4?. r" >C/5,6 D/5,6 > c/ w�. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) D'1/5,6 \,\ZENs,'%�P Is O2Of5 P-TEOO M. U.L Q0NQRF.M_QR.,CONCRETE @LOCK SLjj35jgAjE ASSA / EMMA HM BM~ SHMER MAWN or SINGLE UNITS: CASE I No.44167 04/13/5 AMERICAN SHUTTER SYSTEMS ASSOC., INC. DATE ELEVATIONS FOR INSTALLATIONS WITH TILUT TESHNG&ENGINEERING COMPANI 4265 WMMM= WW PAW=1H,,r10A 33407 -088 PH:(WO)432- (Se"ZOD-sm 15 EXTERIOR LOCKING ROD ft FIXATION tj':Z�: _1 — I No Na WILTEX A.Tftm P.C. I rill ILGRICA W. I CONCRETE HOLLOW BLOCK ; REQUIRED® CORNER(Typ.)� 2'x 4"WOOD STUDS REQUIRED ^' 0 CORNER (Typ.) •'�: 3"FOR TAPCONS (2) 1/4'0 TAPCONS OR 3 1/2"FOR SOLID-5 •'•' , (2} 1/4'46x3/4"ALL POINTS Min. E.D. 2' 'ai.E.D. SOLSO-SEI.OR '• (2) 1/4"0 PANEL MATE INSERT fOW1 INTERIOR WEB OR t%•*' r,'�� ,../'" NOTCHED AT (4} 3jt 6"0 {8LADE TIP-) ©W/ INTERIOR WEB BOTTOM RAIL(9) ALUMINUM NOTCHED AT - BOTTOM RA POP R{YET'.a IL QD .•:±a`*;..'.. 5/16'x2"SLOT 1J BACK& FRO 5 18"x2.SLOT ------- -- -__- _-,--- (3 1/4'@ TAPCDNS OR r----- ._-.-_- -___- �-- =� ----.---1 3 1/4"@x 1 7/46"PANELMATE ERTS TO WOOD (2) #142" F.N. S.S. S.M.S. L _-__-_ __-- -- ------- _ - ---__J (2) {/14x2' F.H. S.S. S.M.S. FROM JAMB©TO BOTTOM RAIL OQ - — T_ _ --_T - -- - ---- + (2) ((14x2" F.H. S.S. S.M.S. z 114"star--- (D W/WEB z R/s.Mn FROM JAMB QTO BOTTOM RAIL FROM JAMB EQ TO BLADE Q OR�T ^ NOTCHED AT %AXI,awl. O FROM AI 42' FO BLADE AM.S. U MID HEIGHT TO BRACE JAMB 4'THUMBSCREW LOCATION- BOTTOM RNL Q sSECTION. .A—A CONT. 4•°1 FROM HEIG TO BRACEJAMBOR @ SECTION B'-8' PLAN SECTION 8-8 ®W/INTERIOR WEB (2) #14x2" F.H. SCAtE.ala'-i' A OR (2) #14x2" F.H. CONCRETE HOLLOW BLOCK NOTCHED AT S. S.M.S. ©W/WEB S.S, S.M.S. W INTERIOR WEB REQUIRED +9 CORNER(Typ.) BOTTOM RAT FROM JAMB CE7 NOTCHED A7 ( '}' FROM JAMB E NOTCHED AT 2'x 4'WOOD TO BOTTOM L© BOTTOM RAIL O F TO BOTTOM R IL D BOTTOM RAIL STUDS ftEQU1RE0 C� ®CORNER (Typ.) 2 1/9"11. 2 2./6•utn.md E I • �am PQl1fNTION WE ... U - --^ _------- - -- --- --' - -- - -- —�625".825" G. - IA"0-2D S.S:• •:9f 1614x2 --- _�_ - -_ ---_ • ,q••• .: x1'LONC• ' ' SLOT •(4) 3/16'0 •' ,5j1fi'x2" :. . � ALUMINUM' {,/- -�••� ' 1%4"0-20 S.S. .SLOT {m THUMBSCREW.'•:: ••.xi"LONG _ •• • .. ,, ... POP RMETS,- '.CONT. <+� 4'TxuxescRtw > .. ..BACK do FROPfT'• "THUMBSCREW. ,. z'1/4•'sLOT'- .. , tocnTax �•. '((2) 1/4'O.TAPCONS OR •(3•.•1/4"0'TAPCDNS"OR -(2) 1/4'00/4'ALL POINTS .. _.t-.(3) t'/4"0 x 1 7/16" • SOLID-SET OR PAtJELMA7E INSERTS TO WOOD. ' •. °. ..:. »..' •. '(z} if4" FL,.!!ATE INSERT . FLORIDA BUILDING CODE (Von High Velocity Hu 'cone (Zone) srAEs: •4�• G (7zolsTHiEW INR ASSA / BMRM H.V. BAHAAU SHUTTER .... 67 -� �,�+02. 441 of/13/ls its c I. E Ca O INC. AMERICAN SHUTTER 4268 ASSOC.. INC. DATE .(C 2 TYCt1T TESTING Q ENOiNEkF7N0 COMPANY WEST PWA UEACH,FLORIDA 37407 ESIROADS OM 0.110 Kx.]p.9.4a Apl NOM flOOA111100 t4u.I(3MIrl1-t0.b.Car 1 1-1611 �,A .�4tA� ` " PN:<eoo)43s-sza FAM I58112oo-B3so 15-088 OR w YAaaeww.wm O ®-0000719 .n x a>anx w[ Mr.r wss6xl Mx I N0 N6 WALTER A.TIWI'fr.,P.E. aO tt-Irl /Wl FWRGOA UG f 44107 SNEET 4 OF 7 fff//111111111111\\\\\ WOOD HEACER REQUIRED WOOD HEADER WOOD HEADER REOUIRED REQUIRED (IS/f4 TAPCO 1/4'1=SHEET SCHECZ (SEE {SET`.1CftEDDAE swu 7) .E SHEET 7) 7) B C.nL Ca 4111 cTi k� S* #10r F.H. 114K2'F.N. ,.!.#n......... pop LIM S.S.S.N.S. S.S.'S.ws. ( Rum FROM'AMR(g) FROM JAUOE) PXX 4k TRW TO TOP FIA11.@ TO TOP PAL ip INTERIOR WED E R WED OTCHOD OP lwpla TOP RKL TOP PAL A OR IAVI'1 yl: A OR (9 k(SE-ES—CHMLE— --OA OR SHEET 7) CLASS %1=2' S.S. TO 0 MID T. .B H E'.V S.To OR MID OR (Bar wRLNITS) OR .2W VAX.W F cr7 (ryp.)Comm WEB (2)3/Z#Aft— 1/r-20 BOLf W/" ED AT (ONLY FOR 1/4'0-20 Dou WIN" r INTERIOR m W/WEB AT OGTTDE RULemm NAL.@ D 2-1- K WOOD 0 EACH PLATE fiawav 10 j a mH LOCATION tMAROM POP RIVETS S�M a FRONT 7 % 7 D /4.'0-20 THLLMD SCREW(S, C.& 1/4-#-20 THUMB SCREW 144"F.H. M S D JMIB UZ 'N L F�N %,@ Cont.*. W/wtwKvr F.H. C� VI/4-0-20 BOLT W/WING NF *TO BOTTOM 1/4-�20 BOLT S.M.S. FROM"Me —S OR • (3) on(3)1 4-0, 11 7/tv TO umom A um"To ( D'�. T �.,E INSERTS TO STUD fulDw DTH OF Qo WOOD STUD 0 1.vim.HONVAQ WOW STUD 0 SM.Z. N,,,,AL) 24'O. WOOD STUD 0 RED 24'0 REWED C. 2e 0.C.MAX. R S E-0 10 N C C REOLIM SECTION Q-- 1) ALTERNATE SECTION Q'—Q' (WAW MOUNT) (WALL MOUNT) (WALL MOUNT) HURRICANE POSITION NON HURRICANE POSMON NON HURRICANE POSITION SCALE:3/8 - ' SCALE. A-Tli FLORIDA BUILDING CODE (Ron High Velocity Hur'CCne Zone) �\C ENj Z� tE 2015 MIECO INC. CONNECTION .To QQD-w EXTERIOR ASSA/ BERTHA N.V. aQiAMA sHLnTER . No. DRAWN fff LO ION CKI G ROD H FIR 04/13/15 . = AMERICAN SHUTTER SYS17W ASSOC.. INC. aaE RID T :: Z� �c�—O, T - TMT • TILLIT TESTING&ENGINEERING COMPANY 4205 WESTROWS DRIVE RID 0 R ljn� WEST PALM ODCH,FLORIDA 34407 (8DO)432-2204 rA)L(561)209-WW 15-088 EF3-00067 9 W�Em X 74UT FLORIDA La.j,", EEIE,AFS-I SCHEDULE#1 MAXIMUM SHUTTER SPAN"L"(in) MAXIMUM SHUTTER WIDTH"W"fin)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 ELEVATION MULTIPLE UNITS ELEVATIONS B CASE I :WALL MOUNT B Sfl5E.J1 : WALL MOUNT B CASE 11 WALL MOUNT BAHAMA SHUTTER ELEVATIONS � [—DOUBLE U WN TS-- r �TRIPLEW UNTS-----i SINGLE UNITS MAXIMUM A.S.D. CASE DESIGN PRESSURE MAXIMUM UNIT MAXIMUM SPAN INTERIOR MULLION MINIMUM SEPARATION RATING WIDTH "W" (IN) "L" (IN) TYPE REQUIRED TO GLASS (IN) (p.s.f.) 1 +45.0 , —55.0 42" 96" N/A 4 5/8" II & III +45.0 , —50.0 40" 70" O 3 5/8" SCHEDULE#2 MAXIMUM ANCHOR SPACING AT TOP FEMALE HINGES(B� a`"""A. FOR SINGLE(CSE FOR A CORRESPONDING A SAD DIESIGN PRESSURE RATING&MULTIPLE(CASES 11& I&SUBSTRATE TYPE CENS�`'A NO 4416 SUBSTRATE *: MAXIMUM A.S.D. ?vl CASE DESIGN PRESSURE RATING WOOD POURED CONCRETE ��'rF IDP OR SOUTHERN PINE No.2 CONCRETE BLOCK "rrhnnuun�u"� +45.0 —55.0 12" 7 1/2" II & III +45.0 —50.0 7 1/2" 7 1/2" FLORIDA BUILDING CODE (Hon Nigh Velocity Hurricane bone) ©2015 TETECo INC. ASSA / BERTHA H.V. BAHAMA SHUTTERN'L DmwN By N/IJ/15 AMERICAN SHUTTER SYSTEMS ASSOC., INC. DATE DRIVE 42e9 WE ENT TESTING&ENGNERING WETTPAW BEACH,R.OF" PH:(BW)432-22" PA.,(561) 209—e380 15-088 a-mv0:-GOO 0ad.eom m�m� Wrt mmm, but DPAmNO No ED-O"J' qp 1,-,n /u/i WALTER A.TDiff Jr..P.E SHEET 7 OF 7 RofdDA Ua 44187