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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 Business & rL Professionat r 1 0 Honda Npartmentof BCIS Home I Log In User Registration Hot Topics Submit Surcharge Stats&Facts I Publications FBC Staff BCIS Site Map Links Search Busines Professi al v� USER:Publics ProduUPseroval Regulation Product ADoroval Menu>Product or Application Search>Application List>Application Detail 01 FL# FL14452 R2 Application Type Code Version 2014 Application Status Approved Comments Archived ❑ Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (800)432-2204 Irodriguez@easternmetal.com Authorized Signature Bill Feeley Irodriguez@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 © 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 Henry Kampmann Jr. © Validation Checklist-Hardcopy Received Certificate of Independence FL14452 R2 COI EASTERN METAL SUPPLY ALUMINUM BAHAMA SHUTTER C.I. DRWG. 15-167.1)df Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330. 2002 Equivalence of Product Standards Certified By Sections from the Code https://floridabuilding.org/pr/pr_ap p dtl.aspx?param=wGEVXQwtDquiKNpeAsu%2bZM... 3/17/2016 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D . Date Submitted 08/05/2015 Date Validated 08/24/2015 Date Pending FBC Approval 08/25/2015 Date Approved 10/16/2015 Summary of Products FL# Model,Number or Name Description 14452.1 ALUMINUM BAHAMA SHUTTER Extruded aluminum slats interlocked together and retained (Drawing 15-167)-Non-HVHZ by extruded aluminum tracks to provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ: No FL14452 R2 II EASTERN METAL SUPPLY ALUMINUM Approved for use HVHZ:Yes BAHAMA SHUTTER DRWG. 15-167.odf Impact Resista :Yes Verified By: American Test Lab of South Florida Inc. Design Press ur • N/A Created by Independent Third Party: Yes Other:Large missile ",Wind Zone 1,2 and 3 and Evaluation Reports not allowed at essential facilities. Max.height is 72"for+42, FL14452 R2 AE EASTERN METAL SUPPLY ALUMINUM -53 p.s.f.ASD for concrete and concrete block and+29,-39 BAHAMA SHUTTER P.E.R. DRWG. 15-167.odf p,s.f.ASD for wood substrate. See sheet 9 of installation Created by Independent Third Party:Yes drawings for other spans and pressures. 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 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: ® ® MR RM securitVN1:TRIcir https://floridabuilding.org/pr/Pr_app_dtl.aspx?param=wGEV XQwtDquiKNpeAsu%2bZM... 3/17/2016 GENERAL NOTES: 1.._ALUMINUM BAHAMA SHUTTER SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS'BEEN (C) TO EXISTING CONCRETE ASTM C-90 BLOCK WALL: VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014 (5th EDITION) OF THE FLORIDA BUILDING — 1/4"O MALE PANELMATE ANCHOR AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. .CODE. THIS ALUMINUM BAHAMA SHUTTER SHALL h= BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (MIN. f'm = 2000 psi.) (MIAMI RADE/ BROWARD COUNTY). — 1/4"0 CRETE—FLEX TAPCON AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. .DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, FORA WIND SPEED AS REQUIRED BY THE•JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND NOTES: FOR A DIRECTIONALITY FACTOR Kd=0.85. USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) C.1) MINIMUM EMBEDMENT OF MALE PANELMATE ANCHOR INTO CONCRETE BLOCK UNIT SHALL BE 1 1/4 DESIGN PRESSURE.RATINGS INDICATED ON SHEET 9. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 C.2) MINIMUM EMBEDMENT OF CRETE—FLEX TAPCON,S INTO CONCRETE BLOCK UNIT SHALL BE '1 1/4". 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 SHEET 9. C.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE IN ORDER TO .VERIFY THAT ANCHORS ON THIS P.E.D:,.AS TESTED; WERE,NOT OVERSTRESSED, A 337 SHALL BE AS INDICATED ON'NOTES CA & C.2). INCREASE•IN ALLOWABLE STRESS FOR,WIND LOADS WAS NOT USED IN.THEIR ANALYSIS. HOWEVER, FOR CONNECTIONS INTO WOOD, A 1.66 WIND LOAD,DURATION FACTOR WAS USED TO CALCULATE.SCREWS (D) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE SPACINGS, ANCHOR'S. MANUFACTURER. ALUMINUM BAHAMA SHUTTER'S ADEQUACY FOR IMPACT AND FATIGUE:RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER AMERICAN TESTING, LAB. 8, EACH SHUTTER SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR TENANT TO OF SOUTH FLORIDA REPORT J, 1120,02-07 AS PER ASTM E 1886-05, ASTM E 1996-05 AND ASTM E SECURE SHUTTER WITH SILL:BRACKETS AND ALUMINUM BACK UP'SHEET DURING PERIODS OF HURRICANE 330-02 'STANDARDS. QUALIFIED'FOR WIND ZONE 3,'MISSILE TYPE D, AND FOR INSTALLATIONS AT NON WARNINGS. ESSENTIAL FACILITIES AS DEFINED BY SECTIONS 6.2.1.1, 6.2.1.2 AND 8.3 OF ASTM E 1996-05. 9.,IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE -2. SEE MAXIMUM PRESSURE RATINGS& MAXIMUM SHUTTER DIMENSIONS.ON SCHEDULE ON SHEET 9. SHUTTER IS TO:BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL/CAULK ALL SHUTTER _ COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN 3, ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063—T6 ALLOY AND TEMPER, WITH INTRUSION. Fy = 25.0 ksi MINIMUM .(UNLESS:OTHERWISE NOTED). 10. OWNER TO 8E RESPONSIBLE FOR PROVIDING A SUITABLE.PLATFORM OR BALCONY WHEN SECURING UNIT DURING 4. ALL SHEET METAL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI 'SERIES WITH 50 ksi YIELD HURRICANE WARNINGS'. STRENGTH AND 90 ksi TENSILE STRENGTH OR CORROSION RESISTANT COATED CARBON STEEL AS PER j 'DIN 50018. ALL MACHINE SCREWS TO BESTAINLESS STEEL 304 OR 316 AISI SERIES WITH 36 ksi YIELD 11, ALUMINUM BAHAMA SHUTTER'S INSTALLATION SHALL COMPLY WITH SPECS,INDICATED IN THIS DRAWING PLUS ANY .STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 241]:3.3.4. BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. i 5: BOLTS-TO BE AISI 304 SERIES STAINLESS STEEL WITH. 35 ksi MINIMUM-YIELD STRENGTH. 12..(c) 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 SITE CONDITIONS DEVIATE FROM THE 6. ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL. P.E.D. } 7. ANCHORS TO WALL SHALL.BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS,PRODUCT, BASED ON.THIS PRODUCT EVALUATION. DOCUMENT, PROVIDED HE/SHE DOES NOT DEVIATE (A) TO EXISTING WOOD FRAME BUILDING SOUTHERN PINE No:2 G-0.55. FROM THE CONDITIONS. DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S — 1/4"4 MALE PANELMATE ANCHOR AS-MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. RESPONSIBILITY. ' — 1/4"0 CRETE—FLEX TAPCON AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. _ (c) THIS PRODUCT EVALUATION:DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED. BY ANY MEANS. NOTES: AA) MINIMUM THREADED PENETRATION OF MALE PANELMATE ANCHOR INTO WOOD SHALL BE 1 7/8% (d).SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A`FLORIDA PROFESSIONAL ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR:THE,PROJECT AND WHO WILL BE RESPONSIBLE FOR A.2) MINIMUM THREADED PENETRATION OF CRETE—FLEX TAPCONS INTO WOOD SHALL BE 1 1/2 THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. A.3) IN CASE THAT.PRECAST STONE_OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND'SUCH (e) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF 'PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES A-:1 &*2). RECORD THAT PREPARED IT. _ (B) TO EXISTING POURED CONCRETE: 13. SHUTTER MANUFACTURER'S LABEL_SHALL BE LOCATED ON A.READILY VISIBLE LOCATION AT PANEL IN — 1/4"0 MALE PANELMATE ANCHOR AS mANt1FACTURED BY.ELCO CONSTRUCTION PRODUCTS. ACCORDANCE WITH SECTION 1710.8,3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERT' (MIN. Vc-3350 psi). OPENIrj&jAQ5LING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE. 1/4'0 CRETE—FLEX TAPCON AS MANUFACTURED BY`ELCO CONSTRUCTION PRODUCTS. �t�` A,T�� 'NA MIN. f'c=3350 ) `.��y�r4�_••. ��JI4i� FLORIDA BUILDING:CODE (Non High Velocity Hurricane Zone) ( Psi., i. ^ �r NOTES: .. % ozols TaTECD;INC B.1) MINIMUM EMBEDMENT OF MALE PANELMATE ANCHOR INTO POURED,'CONCRETE SHALL 8f = s ALUMINUM BAHAMA-SHUTTER .. DRAWN ;BY; t .1/4". ,�� (� ,E G' c� EASTERN METAL .6.2). MINIMUM EMBEDMENT OF CRETE" TAPCONS INTO POURED CONCRETE SHALL,BE 1 3/4"., ,,p:�7T�11TE/ _ SURRCY,..INC 0e�,E'¢ TILUT TESTING&ENGINEERING=C94PAW •4258 WESINDADS DRNE •• f(�} 1aP - B),N.w, ;s.s,a aoa vrcwu worms,F4owm D.lic4 WEST PALM BFACH,FL 33407 15-167 B.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE. FOUND ON THE EXISTING.WALL, yvg--r cnq..,Iws)en-,xio,m laoa>e�,-sn teopN�z-22o4..Te.:,{ss,)2m-a3eD ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE.BEHIND SUCH PANELS.'ANCHORAGE !i� 6. "ff,�,,�a+<� a . 0;tiilkoc 91,com DRnvnxc we .SHALL BE AS INDICATED ON NATES 8:1 & 8;2). QAA�h �o wuTER a 71LUT J..,.P.E. - P..E. SE(Ct}�31ti1�SURE/DATE ttorsioA LIc ¢aata7 _ ,SHEET T ok s oR2.040" 1.000" 2.000" I IL N.06111 591" - N'� 4J - - 'a [V N M .045" —Iv .062" NT _m o (TYP.) N o: /(TYp.) 050" v N N a (Trp. 2) a 1b N F050"IO p .O 056•' .06t Typ.) (Trp) JAMB O MULLIONALUMINUM 6063-T6 ALLOY .325" - .625" ALUMINUM 6063-T6:ALLOY MAX. WIDTH 425° 1.500" SEE ELEVATIONS—, 10 LOUVER BLADE .459" N SHEETS 3 & 4) I HORIZONTAL 1% 'ALUMINUM 6063-TB ALLOY 1% ALUMINUM 6063-T6 ALLOY 302 p rT 2 1 N513 �•F-`� U7 n a N I m o N11 -o x W —� p `� ° ��� L 125" In In, s 6�--.'oN osz' L 90 .875fl SERRATED TUBE (TMp. 7O WALL MOUNT INSIDE ARM Q�. ALUMINUM'6063_T6.ALLAY 2so O HINGE PIN _N' ALUMINUM6063-T6 ALLOY Alum: 'BRACKET gO ALUMINUM BACK UP SHEET ALUMINUM 6063-T6'ALLOY - O 2'LONG 3111-11110 OR 05PSOTHIDK 32 ALLOY •9O2„ 1.969" 'SLOTS FOR() p 2.381' o OHINGE ALIRdINUM 60fi3-Tfi nLLO! �_ 2 10,. 1" SERRATED TUBE Uy d LJ N � T 085" N � OUTSIDE ARM o w ALUMINUM 6063-T6'ALLOY O o DO co ol n N 069 x 6 . p 1 �O; Z T, Mv) ' 1111111111q/ o Q�, r/', FLORIDA BUILDING CODE (Non High VelocH.y Hurricane Zone) s4o" I. sO" a �ya; ��GfNSF 9 W015TILT5c0,INC 11 CAMEL BAC ALUMINUM BA.H AMA SHUTTER rte! y - Dwu BY: 6063-T6 ALLOY •—_ .875" '��/ I L E b O I N�. 06/09/16 4, EASTERN METAL SUPPLY, INC COMPONENTS FL 33407 O i�� '•.�� ��`� TICCIT TESTING & ENGINEERING COMPANY DAT.E 12 JAMB STRIP oRio_ 1e WALTER AITILLIT a—, K PoMA �E. 1.• E9T PALM BEA�GFa, ALUMINUM 6083-Tfi;ALLOY '''h„IS GONIA;i�1,1`'� EB 000@719 Phrna (800)432-2204.:ac(561)]OB-0]80 DR WIN CN, ... Pnm.:lwlm P.E. SEAL/SIGNATURE/DATE FLORIDA Lia B 44167 _ _ SHEET 2 OF 9' 3/16"ALUMINUM RIVETS ® 4"O.0 FROM HINGE PIN(3 70 TOP HORIZONTAL ---�.4'MA)5.WIDTH— — -- �• �2^ OVERLAP 1'MAX.-----i--------21MAX. 21"MAX. --21 MAX ---3'-7'MAX.WIDTH FOR D47 3'-7'MAX.WIDTH FOR 0— 1 (TVP.) 4 CONT.) (G NT.} 6 (CONT ®D/7 375" 5 .(CONT.) 4 �DC/7 1/4"0 CRETE-FLEX ff {SEE SCHEDULETAPCONS 375' rm --IT +rT-11 xo T1 T)TIT'- SHEET 9) I I. ry II zf 111 O N(—I"I Q I I�Im it N 1 I' I I' I II �"+ LI!g !1 0 0 11 !1 m t i i I i 7t III II j 1/4"0x20%3/4" It INTO " III iII JHIPS TRUSS?EAD OS A/CK MOLLY I)IiIttI /4"0x20.3/4" TRUSSIt NUTS 0 II HEAP MS.INTO1/4"00%3/ 7D.G TYP. AT II PHILLIPS'TRUSSCH MULLION Il 1/4x20 MOLLY HEAD MS INTI) I I I (2) 0 JACK NUTS 1/4"20:MOLLY III IIII 7" O;C T YP.AT (2) ] a JACK NUTS @ 41 lJAMBS(3� I Ii 11 .AT EACH MULLION(J 1lI(7YP. EACH JAMB) it II Z hl.l Z II _ I R uI n nl u :I I I I I H y. II III dl II II (z) a 3 I 1 t d I wJ it ItJ II {iYP.}111 II (TYP. EACH JAMB) Jti _( 1 I I I I I •- II III PI III 11 i I I I I w I II I`!I I ` III II I 1 I I I 11 I(I 1( I)1 (! I LI61 ti I II. 1 I I f I I! 111 FI IU N I - 1 I P T Ii iif U III II I B/5 B 5 II III 11 III II .B/5 w1 F3 1M I Af5 A/ 'A/5 11-I 5. I I A/5 A/5,I I I Af5 II (z) yexi 1/a" s:soD 4 (2) #80 1/a^ TYP. ] (NP;AT EACH) Z 4. ] {NP.A7 EACH) Z C/7 F.H. S.M.S. (. ? D/7 .H. S'MS. FROM JAMB 3. (CONT.) � V/7 FROM,JAMB(3) TO TOP& BOTTOM TO TOP & BOTTOM HORIZONTAL(AI 'W"(SEE SCHEDULE;SHEET 9) HORIZONTAL FRONT ELEVATION W,70 ALUMINUM BACK UP SHEETS FRONT ELEVATION W/ ALUMINUM BACK UP.SHEET } (NON.HURRICANE POSITION) CONNECTION TO SHUTTER FRAME (HURRICANE POSITION) 4`x�`��� /jar-�H FLORIDA BUILDING CODE'(Non Nigh VBloclty NUrricane Zone) t :.ELE:VAT10N.SF0.R -1NSTALLAT10 �`-T0 WOOQ ;SUBSTRATE •. _ si201S 4L1E00,INC a b UTTER R w�� SCALE = 3/4"= 1•-0"• s s .. .. ' .N,BY: ALUMINUM B HAMA SN y-CL ' S TEFF 111., E C EASTERN METALSUPPLYR INC 48/09'/15 �R`dp `yk, TILLIT TESTING&ENGINEERING COMPANY 4268 WESTROADS DRIVE DATE i 6111 N.w]41A 5,' JOS VuiOIMA OMOEN5(IOWOA]JIOO WEST-'PALM BEACH,FL 33407 (-Ra,_,aw T t?. 1-ITH v nF(800)W-2204.Fm:(551)209-080 .15-167 .4q�rreS'Q�,}l;LtiG,`„��X a mDfi},0006719t.eam dui .,a.. ,,,s.,,� .4.R DIGWOIG Ra WALTER A.TIL LIT 4, P.E. u �� P:E. SEAL/SiGNATI)RE%DATE. FLORIDA Uc g 44167sHEa 3 or e 3j16"ALUMINUM OVERLAP RIVETS ® 4" O.0 ---eo'U405.wIo7H-- FROM HINGE PiN(O a.:7:`MAX. MOTH FOR- •-6 3/4'MAX.YAM FORD- 26.667'MAX— F6.667.MAX. 26.667'MAX. TO TOP HORIZONTAL {I�. D/9 0:7 1 {TYP.) Q-{CONECONT.} $ �D'f8GfB 0 CRETE-F TAPCONS-(SEE SCHEDULE SHEET 9) I I •! .-I 625' Ir_ p 'Trt"'•„�,'"'-I - '6 101/4"37,20x3/4' t I t' 1I ' PHILLIPS TRUSS III II I—jpl HEAD MS INTO 1/4"X20 MOLLY III JACKNUTSNUTS 7/4'0,20x3/4." / I I I I Il i1/4-WW/4" (111 Jq"O.0 TYP.AT Jl:1 11 !CUPS TRUSS 7 t I i 'II PHILLIPS THUS S3 It•1 EACH UL UO .htl II•' HEAD MS INTO {2) 7 I I I I .31 II HEAD MS INTO III ® I III (( 1/4"x20 MOLLY ( 1 I !I i j4'x20 MOLLY (I( i I I I II JACK NUTS I (TYP. EACH JAMB)O I `L. CONT. I •II JACK'NUTS® h I I I I•I 114 JA O,C 7YP, AT I ! Y . ( I !1 7-1 O.0 TYP.AT I11 ! 1 I 1� I� JAMBS C II 'EACH MULLION(2� III __fin\' I,II 2 I _1 ! ai I II III!jI I I it r I i f N dl LII I.$ IW II. (TYP. EACH JAMB) 3 I I I I I z 1 TYP. 3 I11 liI I I I I .11 I LI I W II. I I 1 r — ii 111 i III II I I I 1 II III I ri I it I I I I al 1 rl I n it, r I i I u lil I 111 n I I I I B'/5 II iii f ll i II B%5 B'f5 .1� S6AtCAR. 8 f5 III I I I I� L SIMILAR I I I a ® 'll �II� �I'li 5 11 ( �AS A51.A5 ) II A5(i(Af5 I A5(IIAf5 II rto-1 I I, II III 1 III If a ... .. - _N ----------LI____L__,__---I-ri---- --- 3.750' ((y���A,�� • {2) )'8x1 1/4" F,H. . ry, (2) )TBxi 1, F.N (7yp,} N (2) ('fYP. AT EACH). 2 y SMS (2) O,(TYP.AT EACH) 2 IIID CA S.M,S, (CO T.) D• B FROM JAMB VVV"' FROM JAMB t'� f TO TOP&BOTTOM TO TOP.& BOTTOM -D/8 HORIZONTAL® HORIZONTAL T1 'W'{SEE SCHEDULE,SHEET 9 FRONT ELEVATION W/O ALUMINUM BACK UP SHEETS FRONT ELEVATION W/ ALUMINUM Bi4CK UP SHEET �) ANON HURRICANE POSITION) CONNECTION TO SHUTTER FRAME. (HURRICANE POSITION) ELEVATIONS FOR INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK SUBSTRATES SCALE =3j4" i�j{iirfifiiff . . �jj�4y y ••.• "` '•• v�r�' FLORIDA BUILDING CODE (Non High ValOOity Hurricane. Zone) 11y 02015 mTEco;wc. ALUMINUM BAHAMA;SHUTTER' FAL CPPAWN'8Y• �. 44 _ TILUT 7ESTINO.& ENGINEERING coMPar4Y EASTERN METAL SUPPLY,.INC DATE O COR 4266 WESTROADS'DRwE. IC••. . 4373 N.M.36ll•.5�.5t ]DS Nn.CASfpENB,'flgRpA 33148. WEST PAtN 6rAC11,FI.33{67 i`tp sna,,, {wslev`r-Tsw r..r(34376n-�ml a6o.o:.(eoo)43z-22oa ro>c:(66i)20oo636D 15-•167 4 S�ONAI.E �t D il•0000671 DI:Dcm DRAXYND N4 i P. Y!(fttttHiliRir4ltf EB-OGD67tJ �,.,,- �q.,{g�yy�, bye xiv..• .cam c.ib WA TIUJT Jr., 7F E. SEAL/SI.GNATURE/DATE FLORIDAcoRluc,y aai67 °D"'!° 09" _ _ sNm q of 9 CONCRETE OR MIN. 2�z4" j_L. CONCRETE BLOCK 'WOOD STUDS REQUIRED (Typ,) 'REQUIRED yp.. EXISTING3. 2 G " Min:,E.D, ,.: i E,D, 3/4.. _ Q W/ INTERIOR WEB _——'———_^_~—— ——T ` Q W/ INTERIOR WEBS NOTCHED AT TOP&. (2) 3/18"m ALUMINUMZ. NOTCHED AT TOP & BOTTOM HORIZONTAL® POP RIVETS ON BACK p BOTTOM HORIZONTAL COER TO ACHIEVE CORNER. TO ACHIEVE-CORNER FACE OF Q AT TOP CONNECTION., - - 3/4 CONNECTION. BOTTOM TYP.,FOR _ CONNECTION TO 04TYP.) (BEYOND) n BLADE — �F (BEYOND) c :7 W/ 1/4"0 MALE PANELMATE OW/ 1/4"0 MALE PANE LMAT ,./, __ \- - ANCHOR W/7/8:4x3/32' ANCHOR W/7/8"8x3/32" .. ... .. .:.. { WASHERED WING NUT& W/ (2) WASHERED WING NUT& W/(2) q� 'a #1Ox3/4 HEX HEAD TEN #10x3/4" HEX HEAD TEK .J_ p (}W/WEB -{1 W/90' SCREWS TYP. TO JAMB SCREWS TYP. TO JAMB a 'U W/ 1/4"040x3/4" NOTCHED AT— v BENT TAB - O (SEE ELEVATIONS PHILLIPS TRUSS HEAD ON SHEET 3 FOR LOCATION.) (SEE ELEVATIONS ON&BOTTOM 0d(TVP.} ON SHEET 4 FOR LOCATION.} MS.INTO 1/4"x2Q MOLLY JACK NUTS HORIZONTAL 6 ON SHEETS E3&O4 FOR —'— SPACING 7YP,.,) SECTION 8'-8' SECTION A—A SECTION 8—B - 1{L111fINNtrt FLORIDA BUILDING CODE (Non Nigh Velocity Hurricane_ Zane) ,V tENS ! i42915 ALS€CD..MG ,ALUMINUM BAHAMA SHUTTER •p _E C 0 cx e� 'EASTERN METAL SUPPLY, INC o6�a9�rs FiNpIaP TILLIT TESTING &ENGINEERING COMPANY DATE .0 '�` w§'xw:aelh n sI xas Harwa wows,naaa'�a1ee 4zse wEsaoAOs oRriE �st> ).?1-law WEST PALM.BEACH,FL 33407 _ t'itttt't,111111111111l11!!i,` EB=0006719' w .fid} 2an2at Fes:(5fi1)26B-S7$!3 OM tlPA.I GSH. 15 ON P`., e atttittec 099Leom WALTER&1ILLR Jr.,P.E. 'P.E. SEAL/SIGFIATURE/DATE FLORIDA Uc $44167 - SHEET 5:or 9 (3.'W/INTERIOR WEB NOTCHED AT TOP&. ABOTTOM NJAB= ®TTP. BLADE C� (Trp.) 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TILLIT TESTING& ENGINEERING COMPANY DATE 9]66 N.—.SL:Sla 309•WRCNW GMmEM,:{LOldOA AI66 '.4268 WESTROADS ORNE •. fwTO4l T Ulte 0® I.Cofnlen-IfiJI PhOnO:,(BO)47-222W�p (61)09-8380 15-167 '910 . N m.w omlagw: wn .m:w ORAWING NO \` E6-00067 7 9 ... . P.E. SEAL S'169VAMUkE DATE: WALTER a TLLT Jr.,P.E I1�18 FLORIDA'Lie.•.�44167. f � -' ... - .. . .. .. •s -. a _ .. _- SHFFT ii_ OF 8-. 59006.HFMER WOW HEADER- (, wObO HEADER 'REQUIRED 1i_ REQUIRED ,.•'�" " REQUIRED tl4'0 ORETE-FLEX tA=c0n tSa4 0.CIEX-FLEX TAPCON t, T/a`o-CRI:TE4 EX TAPCOR .SEE SOHEOUI.MET 9} {s£E SCMEOULfi SHEET 13) (sEE 5CHEUULE SHEET 9) \\\ ISI \ yi I.. ` 5cost. 5 QonL � rj Cont collo 6 6 aunt. cont. f 1„ 3/76'0 / ` '• /tb•o ALUMINUM aIUAIiNUN OP flRt4t'fS ;y ALVMINUN OC.O a'O.C. i POP RIVETS 4 c 4 cont. I 4 cont. I ont. r. ,\ I. I I � 3 cone ! \\ 3 conn I TYP .a r I 1'Min SEPARATION (tea F- To GLASS I DOSTRiGMASS I I I 8 w/7 jara.io.D/a' \ . I P'Rm TCR2 HEAD I F I NOLLYTJACK 4`dD-Po 1 \ \\ \ I ALUM.SHEET t�;Tm. S. \ AT EAOH JAMSSQA \ \ I EI,EVARON SHEET J FOR ( N \ \\ I I SPACING rrp,y I I \ \ \ \ 4 coni. t I 4 tom .280-Max.GAP: 4 cool. l p o 10' v . Q TAai JANE t It r LpaAnON 11 ' a� EACH..uMe VV 2 r IDa'-2-LONG ' \ LOCAMW(6087.-76 ALUM. . ALLOY SUP CMH'. W/i/a'T To PANELLTATE S iHtAT 9CRLW >, 7 .7 . 2'za' ANCHOR W/7/6'ey}/32' /'� - }. WOOD WASHFYkEO WING NUf$W/.(2) , ' .,; g. �1 4 :9 PLATE '87Ox3/d HFX HEAO"'lQ tt{{ \\ t REO`O II SCREWS TYP..TO'HORIZ6NTK(�} 11, (SEE ON SHEET 3 �J FOR.LOCATION.) l _Y'vs EQ - � V OLG WTDNUT SS. WING WASHER BOLT NIGH LACK WA511ER LOOCK WASHENUTERR11 { MIN.V0, MiN.(2j 2'sd° C2)1%a`0 CRETE-FLEX. NIH.(2)2`z- ,SECTION WOOD STUD® .WOW.STUDS APC6NS TO STUDS: WQQD SND$- _. TAPGOTS t0 SnRiS i 24•IRc,Mra. SECTION C — 'C' "EOUII .SECTION 0 —' D REQUIRED (WALL MOUNT) REQUIRED NON HURRICANE POSITION WALL MOUNT) IIt11NffIMk4 (WALL MOUNT) NONHURRICANEPOSITION, rR �i HURRICANE POSITION y���C.�••""' ✓��4+ FLORIDA BUILDING CODE (Non- High Velocity Hurricane Zone) irs� ' � S W616 XTEC0,INC ALUMINUM BAHAMA SHUTTER F.R.L.. 2 aRAwH eh ONNECTION TO WOOD : �L E C 0 lue 06/09/1s EASTERN METAL SUPPLY, INC DATE SCALE:3/S'.-T' �� i�'.• fLOR`CZA �, �� TICCIT TESTING&.ENGINEERING COMPANY 4268'YIESiR0A05 DRIVE k st.]m vu M r"vmrrc,—M areae WEST WSW REACH,FI:73407 tm)rn-Tsw.Fo..t]m1s:I.Tsss Pa«.o:t6Do}aaz-zzDf.ro::(Dsp}2os-6sso 15x767 JJJAJJI�t11�tN1 ff11,`\ 8 alEBt000619•Cam aMVnNG Na a.,r wxw�w a.n m.w aruoNw wrt. .. WALTER A 771.LTY JZ4P.E. .. - P.E..SEAl JStGNATt1E3Ej0ATE FLORiiTA'U0 F'aats7 °D""„ j°91 ; `. .. _' SHEET z pF.9. , a CONCRETE OR CONCRETE OR CONCRET[OR CONCRETE SL000 CONGRE{E BLOC CONCRETE BLOCK 'WALL REWRED \ NEMER REQUIRED W—REWIRED /4'0 CRETE-FLU TAPCON /4-0.CRETE-fl."TAPCON /4'0 CRErE-FIER,TAPCON (SEE SCHEDULE SHEET,") (SEE SCHEDULE SHEET 9) (SFE SCHEt)Ut.£SHEET 4) Cont \ 5 CSL rj cont. ., 6 cont 6 cnm. rj Cont. 3/i6'Y 7%i6b ALUMINUM ALUMINUM DP RIYtZS OP RIVETS W r➢4'O.C. a 4'O.C. 3%1"ro 3 P R E l \ m X a O'C. q Con 4 cant. \ \ 4 OanL m \ 1 1'Min.SEPARATION I \ \ I TO C ASS I 1 1� \ U CAM. ooSTiNO I I CUSS L i W/i/4'cs20e3/4' v PH,LU TRUSS HFAU MS I I INTO tf�j(4(tt'S5a20 MOLLYE. \ \ \ I I 1 JAM�NCTJk MwoNSQ \ \ \\ \\ I (SEE,ELEVATIONS'ON 1 1 _ SHEET 4'FOR SPACr4G \ 1 I TvP.) \ I�.25,0�WVt. 4 cont 'Q \ O Cont. 1 /���Gont. 190X0"-2-LONG 4 EACH JAMB L`.J (6061-T6 ALUM. LOCATION L EACH JANE \\ ALLOY SUP C I \ OCARON \ \ W/TNUIX SCREW IP. 7 0W/1%4'0.NALE':PPNELMATE ANCHOR 7 9. 9 _ W/7/B•s.3/sx-wASHERED mHc / r NUT&,W/.(2)_$10X3/4'HEX HEAD ;V?N' _ I 7EK SCREWS TVP.TO NOAIIONrAL.@ j (SEE ELEVATION ON SHEET 4�FOR LOCATION.) CONCRETE'OR—/ WITH 55 CONCRETE.eIOCK LT WITH SS REQUIRED - 1/4''0'20 SS ' WING NUT;AND y %"'P.POWER'"OLT(POWER BOLT,WITHeS 'J/8'd POWER"OLS(VOWER LOGx.WA?.HER p W4YC NUT AND FASTENERS,INC.)W/t 1 4` LCCK.WASHER F(STENERS,INC.)w/1 1'4' Min.EMBEDMENT. EMBEDMENT. SECTION D' — D'' (Watt MDONT) SECTION �'i',— C' SECTION D — D. NON HURRICANE POSITION. WALL MOUNT 1\111111111111/17 (RICA MOUNT). NON{HURRICANE POSITION ��P�•• �)•• •`/'p fi FLORIDA BUlLDINB CODE (Non High Vabcity' HurricGne Zone) HURRICANE POSITION �� '••�T �� 62015 flam0.INC, $ ALUMINUM BAHAMA'SHUTTER DRAWN WN 0 - : BN - om Vc IKfE OF EIT 06%09/19 CONNECTION TO CONCRETE �f w 1L EC 0 INC. EASTERN METAL SUPPLY,.INC DATE �RCQNC. ETE OI.�CI(' i;p -•fiLOFi{dP _\mak! TILUT TESTING&ENOINEERINO COMPANY 4268 WESTROMS DRIVE —i Iti I,fCL 1 O OC . am N.W.a'i 9,SI..3m Vuioxv,cnimw5.'itaow tinea WEST PAW BEACH,FL 33407, SCALE:'}8 n 1 'iA 1Ati, Prron (705NTt-taxa t C.lm)eT+-t9a1 Phone:(600)632-2204.F(561 -psq 15-167 /q /QNAi. 1t m„aii:t6tacoao 1— DRAWING Na +�"�tlu(tultalalti: EO-OOO6719 m..w mervna Nn. WALTER A TICCIT P.E. SEAL/SIGNATURE/DATE FLORIDA tic 1, SCHEDULE# 1 MAXIMUM SHUTTER HEIGHT"L"(in) MAXIMUM SHUTTER PANEL WIDTH"b"(in)AND MAX. OVERALL.SHUTTER WIDTH W(in).FOR A CORRESPONDING A.S.D DESIGN PRESSURE RATING&SUBSTRATES TYPE.INSTALLATION. MULTIPLE UNITS ELEVATIONS WALL MOUNT 3 O WALLEMOUINT O3 35 OLIIS WALL MOUNT 3 BAHAMA 2 &-- 2' 1 SHUTTER ELEVATIONS 7 7 7 E ULE) b-1--b--� W MAX: MAX. W MAX. MAX. A.S.D. MAXIMUM MAXIMUM UNIT O DESIGN ERALL MAXIMUM INTERIOR MINIMUM # OF, CLIP Q SUBSTRATE V PRESSURE HEIGHT MULLION TYPE SEPARATION TO REO'D @ EACH CASE RATING WIDTH WIDTH "L" (IN) REQUIRED .S.f. "b" (IN) "W" MAX. '(IN) GLASS (IN) MULLION WOOD +29.0 , —39.0 21" 84" .72" O 1" 1 CONCRE O CONCRETE +��2.0 , 53.0 26 SJ8" 80" 72 O 1" 2 BLOCK *SEE SHEETS 3, 4 & 6 FOR EXACT CLIP07 LOCATION FOR EACH SUBSTRATE. I i SCHEDULE#,2 MAXIMUM ANCHOR SPACING AT TOP FEMALE HINGE(5� FOR A CORRESPONDING A.S.D.DESIGN PRESSURE RATING&SUBSTRATE TYPE.INSTALLATION MAX. A.S.D. SUBSTRATE SUBSTRATE DESIGN =CONCRETE PRESSURECASE WOAD RATING. SOUTHERN .PINE, No.2 �. WOOD +29.0 ,. —39.0 7" N/A FLORIDA BUILDING CODE{Non High Velocity Hurricane Zone). NSA c2ais RLTECO,INC ALUMINUM BAHAMA SHUTTER F.R.6 CONCR TE. s oawe ar: CONCRETE -53.0' N/A 7, BLOCK '.90 �CpR10P\ �� 'L EC0ime, EASTERN METAL'SUPPLY, INC °6ATTE •G\�\�� NS!ftx.]su.TILLIT T9:.6'b.�o'S N�'nGNu ERcuW26.iigaa)]Isa 4268 WESTROADS DRIVE Pnon,:'(JW147�-1319.Fm (30]}92,-1311 WEST PALM PEACH.FL 33407 ry� i p, a Ill.—(800)432-2204.Far(361)209-63fi0 15-1.67 moil:,BR9oo0odxcm (((11111IH1191` Ee-0008718 DMwIRO xv m.w ,�ivx a" m.w axmrox arz %ALTER'A.U61 'JF.,P.E. � , �yv - e/mh a -- PE. SEAL/SIGNATURE/DATE FLORIDALa-ry 491fiT SNECr9' OF a