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HomeMy WebLinkAboutProduct Approval -Shutters -- -- - ' - , . . . . , - . • i'. . . — . - :.,4'.V.,-,„.. ". -•''..';'-:.V.''.-' , -',-..,",';..--t-„', -,s,`",,,,::',„:"-- -.-...-,„ . , ::: :-'5Z-i-'''''''-:,-.'•.,;7--7,,.',.'',-,:.-, „..„ ,,,„c..,..,.„., ',-, „,,,,, ' ,-ti,t,it',,,- -.,'.„:.' l,,-"-::;•:•-,..---,.., :,k .'-i C:-",-**,.1 1,Lt)114 . ,:,,,•;,,,:•,..:.1.,:id.r?„.,..W,,,,1'i„r••••, 4 i.k".,:•;,7:-,..LL.;4.3 "...t.:,Lp3..-..-„,I'.f 1,4,145,1. . -,' v:''-'"'''' :r_Zr:.,12t1'!.'" ,,,, ,iat r , BCIS Home UV in ,User Registration ,. Hot Topics : Subma.Surchatue Stats i facts Pubhcattaas ? FSC Staff KIS Site Hap Links ! Sewris -, ,• ,. ,, RIZida :14 Prpduct APproval .. . • * : . . Pfoducf APOtoval h14,,na>PRIdtlet or AnnOration Searrh>appa hcausljst>Application liataii , . RECEIVED Permitting Dep. COE.-inty FL# FL8200 R7 f • -,at.i.„- -,tt.;,acr.,44".4a Application Type Revision i IVOV 0 5 20r1t9me'nt . Code Version 2017 "( ! Application Status Approved St LUOlei , . comments . . Archived -..0 . .: . . . . • . -i i. . Product Manufacturer Arrierican ShuriSyerns Asseciation,-Inc. I . Address/Phone/Email 4268 Westroads Drive : - West Palm Beach)FL 33407 • . • ' . (561)209-8263 • bfeeley@easterrunetal.com , . , . . • Authorized Signature Bill Feeley . Irodriguez@eastemmetal.com Technical Representative • Address/Phone/Email • • Quality Assurance Representative- , Address/Phone/Email . . „ . 1:1„, . Category Shutters 0 Subcategory ' Colonial • , : . Ca) . CoMpliance Method ' .Evaluatien-Report from a Florida RegitteredArchitett or a Licensed 1.41 :Florida Professional Engineer 1,4 • Ei 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 Explratien Date 12/31/2018 _Validated By John Henry Karripmann Jr. i:-..2.) Validation Checklist-Hardcopy Received . :Certificate of Independence FL8200 R7 COI AMERICAN SHUTTER SYSTEMS ASSOC, • -INC. DRAWING 17-216 CERTIFICATE OF INDEPENDENCE,PDF .- . -. Referenced Standard and Year(of Standard) Standard Year , ASTM E 1886-05 2005 . . .. ASTM E 1996-0,5 2005 . . -ASTM E 330-02 2002 i . Equivalence Of Product Standards Certified-By i . Sections from the Code : . • . . : ,. . , . , . • Product Approval Method Method 1 Option D- Date Submitted 09/15/2017 Date Validated 10/13/2017 Date Pending FBC Approval 10/17/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 8200.1 Bertha HV Colonial Shutter Drawing Extruded aluminum blades assembled together and retained Number 17-216 by jambs/headers to provide Hurricane Protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL8200`R7 II AMERICAN SHUTTER SYSTEMS ASSOC., Approved for use outside HVHZ:Yes INC. ORAWG 17-216 BERTHA HV COLONIAL SHUTTER,PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes • Other:Large missile level"D",Wind Zones 1,2 and 3,Mak. Evaluation Reports width is 60"and Max.height is 96"for+45,-55 p.s.f.A.S.D. FL8200 R7 AE AMERICAN SHUTTER SYSTEMS ASSOC., design load,and Max.width Is 52"and Max.height is 66°for INC. DRAWING 17-216_ PRODUCT EVALUATION +50,-55 p.s.f.A.S.D.design load(double panels)and 105" REPORT.PDF maximum width and 66"maximum height for+45,-45 p.s.f. Created by independent Third Party:Yes for concrete and+40,-45 p.s.f.for wood for quadruple panels. sack ^text . ' ContactUs::2601 Blair Stone Road,Tallahassee Ft.32399 Phone;850-487-1874 The State of Florida is an WEED employer.Copyright 7007-7013 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 mall to this entity.Instead,contact the office by phone or by traditional mail.U 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 emits provided maybe 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 anemailaddress which can be made available to the public.To determine if you are a licensee under Chapter 455,F,S.,please Click he=, Product Approval Accepts: �� 11s=d(itirei� Credit Card Safe • 1 GENERAL NOTES: NOTES: B.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO THE POURED CONCRETE UNIT SHALL BE 1. BERTHA H.V. COLONIAL SHUTTER SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS 1 3/4" AND IN CONCRETE BLOCK UNIT SHALL BE 1 1/4", BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6th EDITION) OF THE FLORIDA BUILDING CODE THIS COLONIAL SHUTTER SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE B ZONES (MIAMI DADE/BROWARD COUNTY), 2) IN CASE THAT PRECAST STONE OR PRECAST CONCREIE PANELS BE FOUND ON THE EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES 8.1). FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED FOR A DIRECTIONALITY FACTOR Kd=0.85.USING ASCE 7-10 AND SHALL NOT EXCEED THE (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2. OF THE ANCHOR'S MANUFACTURER. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE•DESIGN WIND LOADS DETERMINED..PER ASCE 7-10 SHALL BE FIRST REDUCEDTOA,S-D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0 6 IN ORDER TO 8. EACH SHUTTER SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR TO COMPARE THESE W/ MAX. (A.S.D)DESIGN PRESSURE RATINGS INDICATED ON NOTE 2, TENANT TO SECURE SHUTTER WITH STORM BARS & SAFETY PINS DURING PERIODS OF HURRICANE IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D., AS TESTED, WERE NOT OVERSTRESSED, WARNINGS. A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE HOWEVER, FOR CONNECTIONS INTO WOOD, A 1.60 WIND LOAD DURATION FACTOR WAS USED STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO TO CALCULATE SCREWS SPACINGS. SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BERTHA H.V. COLONIAL SHUTTER'S ADEQUACY FOR IMPACT AND CYCLIC RESISTANCE HAS BEEN BUILDING TO PREVENT WIND/RAIN INTRUSION. VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS # 1215.01—06 AND # 0131.01-07 WITH ADDENDUM, AS PER ASTM E 1886, ASTM E 10. OWNER TO BE RESPONSIBLE FOR PROVIDING A SUITABLE PLATFORM OR BALCONY WHEN SECURING 1996 AND ASTM E 330 STANDARDS, QUALIFIED FOR WIND ZONES 1, 2 Y 3 MISSILE TYPE D UNIT DURING HURRICANE WARNINGS. (BASIC PROTECTION). 11, BERTHA H.V. COLONIAL SHUTTER'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS 2. SEE ELEVATIONS ON SHEETS 3, 3A, 4 & 9 FOR MAX. A.S.D. DESIGN PRESSURE RATING & MAX. DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE SHUTTERS DIMENSIONS, PERMIT IS APPLIED TO. 3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063—T6 ALLOY AND TEMPER, WITH 12. SHUTTER MANUFACTURER'S LABEL. SHALL BE LOCATED ON A READILY VISII3LE LOCATION AT COLONIAL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL Fy= 25.0 ksi MINIMUM (UNLESS OTHERWISE NOTED). BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9,2 OF THE FLORIDA 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES WITH 50 ksi YIELD POINT AND BUILDING CODE. 90 ksi TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. 13. (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 SITE 5. BOLTS TO BE AISI 304 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM.YIELD STRENGTH. CONDITIONS DEVIATE FROM THE RED. 6. ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL. (B) CONTRACTOR.TO BE RESPONSIBLE FOR.THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT. BASED ON THIS PRODUCT EVALUATION DOCUMENT, 7. ANCHORS TO WALL SHALL BE AS FOLLOWS; (UNLESS OTHERWISE NOTED) PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (A) TO EXISTING WOOD FRAME. WALL: SOUTHERN PINE No.2, 0=0.55. — 1/4"0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX, INC. (C) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVAUD IF ALTERED BY ANY MEANS. NOTES: A.1) MINIMUM THREADED PENETRATION OF TAPCON ANCHORS INTO WOOD SHALL BE 1 1/2". (D) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (DIR.) FOR THE PROJECT AND A.2) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, EXISTING WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS LATTER BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES Al). THE SITE SPECIFIC DRAWINGS FOR REVIEW. 0040.VA$1EVAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE (B) TO EXISTING POURED CONCRETE MIN. (f'c -.=. 3192 p.s.i) OR ASTM C-90 CONCRETE BLOCK ... , ........... RiEllitESIONAL ENGINEER OF RECORD THAT'PREPARED IT. — 1/4' 0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W./BUILDEX. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) ,lt /1:41.0.\ONSIiI.:.*;r,,,,.: Iti tio,4416/ :,.. 12. *2017 WEE&IDE 14.1 ASSA/ BERTHA H.V. COLONIAL SHU II THIS DRAWING SHALL ONLY BE USED TO ,0,... 0,..) ikr, / I \ AMERICAN SHUTTER SYSTEMS ASSOC., INC. "Vivr 1 I 1..1 E C 0 INC. OBTAIN PERMITS IN THE STATE OF FLORIDA '7t.'o.' LO +4 ., k• 4E68 MST ROADS ORM WEST HALM BEACH.T1 33407 '....... TILLIE TESTSTO&ENGINEER=COMPATTY PHONE:(600432-3204,FAX (601)20S-13380 17-216 --ATiONAstt it 14.1:Tiaiarr-iil.TrotM11.,2ir° a_00087,9 M coml. POE IV.its oescanso 0.04 "A"NG N. ''''''',4nwro,0161 HALTER A.HUTT.0.D.E. 1 CIA 13-2,4 MAIM i SHEET 1 OF 14 - FLORIDA LH.#44167 4 . FOR WOOD .__INSTALLATIONS W/ (0:' In...03,'.,C",A,:„....._4a.,,,'•__.., ,..°-8 3” ±-6.25" 8:1')''-_---.' -- . ,: 0k. ,0i. 2INSNTAPLLIAk'aTiIIa 4C"i„ - ' 7.lls'esI t= rr' _ !.P4 3835ClTAL. -310- .910”- 187 213 2330 \I 7 .045" d ' ( 030) .108" , o -.071" .078i \ -,-0- NEI+ 1197. -- I 4.k.,2 e? `,04.-....--.:-.-........ 1 0.4....._. ...iik. ,..1 2.375 ----7 1 e .b%1-.(FOR WOOD & POURED— i 1.625" '' 1 1.700"-- 0,,,,l's". CONC. OR CONC. BLOCK WALL) I ! 16: I i • t ! n I "- --.324" 2.125" (±.020) 1 ---I .680" ----1.820"---'' b -0,,,,i, ,,..........„--......„.....-N„t. C) LOUVER 0 AIRFOIL OPTIONAL 0 FLAT HINGE °DOUBLE HINGE ®TOP & BOTTOM RAIL 0 JAMB 1 BLADE LOUVER BLADE TO() 6063-T6 Alum. ALLOY 2" LONG. CIDOUBLE HINGE 6063-76 Alum. ALLOY 6063-16 Alum. ALLOY 6063-T6 Alum. ALLOY VIEW Y 6063-T6 Alum. ALLOY 2" LONG. 0_0,375" .550"--. I-- .620" ../.."--""--"'"-- ail SMOOTH ra..500EXTERIOR " 1 2.17 6 5"---- o l ..— 5/10 ' -- --- Of I ... BS-- HOLE-\ •100" I .T..- C45 j,. l II 2 S.S. WIRE SNAP. 1 3/8-0-16 ifl ... 0.° ,,_.-- 5 .1 ;11-1.V___. SAFETY PIN / _ _—... _ © STORM BAR TYPE 1 1 ll tor I )1 ril ru a I.--.500" --, 1--.5 0" IL -:18 1.530 I II/ '. : ll FRONT SIDE VIEW 1 ii i .620 CFI). H.V. STORM BAR CLIP .... (HS.S. HINGE PIN It ISOMETRIC 6063-76 Alum. ALLOY W/ LOCK NUT. — —0.250" N.T.S U 2 1/8" LONG. C) STORM BAR TYPE 2 11111111111 C1) S.S. H.V. SAFETY PIN - .875"--1 COMPONENTS , 40 . , .250- „ ,. . . r...._- _-2.500" °fa: : o 1 0,timo...., - . ” _ 1” W/ 2 S.S. WIRE SNAP ii...._—......_.,...—'42 ........c.N.30. y . 0. p, TuALE. 3/4 — • I - qlj '0"119110 _._ . .. ...., c,ENSk.',..1, FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) al WI 1 1 on 4067 *. '',1 ( ) NON HURRICANE ,,,,,.. . -- •,,,* ,-, c2o17 ram.iNc. ' • * 7. Z ASSA / BERTHA H.V. COLONIAL SHUTTER .250" BRACKET ANGLE 1 01-Lk' ,..-4.-, --,-.• . 0 1/4"0-20X 2" S.S. HEX HEAD 6063-T6 Alum. ALLOY- 1,0.* S ' - ,, '' S / I LIE C AMERICAN SHUTTER SYSTEMS ASSOC., INC" a DAM 14)0.. • aii9, ..,.; 0 IL E C 0 INC. 0268 WEST ROADS DRIVE BOLT W/DIE CAST ZINC NICKEL 2 1/8" LONG. ".. lit ---;,‘ ' .1 0 v. v• — 0 TR.L1T TF.ST(NG&EKMEERING COMPANY '...S. SION 4:di°. MM•,.w.3.SC,Me 300,mr.etA MOMS.ft P82 (0 WEST PALM BEACN.FL.33407 (8001432-2204,FAX:(542o 8383 -17-216 PLATED WASHER WINGNUT ' - '- "" EB-0008719 WALTER A.TILUT Jr.P.E. 4 .. ato4s-A64 efoili 6 . SHEET 2 Or 14 . FLORIDA LI..y 44167 4 1 -(2) +0(6) REQ.() ALWAYS TYP. ,,•,,,,,,A1L4*. t4WC00 HEADER IT 'A , ---- " LINIWITH. T D - ' ,„, 30" MAX. UNIDTH. 30MAX. -SCOURED l›C ir-C) I 1/4 , TO—' .00 1 .1( 0 o -- : 1—7-1 POURED CONC.00,97;:' '.;° ° i 0 0 - i 2.• Ktf.Ciltrc w4 I i./ i ?Am , i \ i _ 1 0 ...._,. (3) REVD. '. i r-O, o -'- 1 t MN. ' • , ,.. . • -.' 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DOUBLE PANEL FOR WOOD OR CONCRF?* ...•......-•• 4P"-, , „..,>GEN se.....• (HURRICANE POSITION) FLORIDA WADING CODE (Non High Velocity Hurricane Zone) 't i" No 44161 1 ;4 02017 DLTECO.INC. ILL N.T.S. ; I ' i*1 As SA / BERTHA H.V. COLONIAL SHUTTER „Am tm , • Vb. N. INC.I; it AMERICAN SHUTTER SYSTEMS ASSOC., "1'11'7 * ;.'MAXIMUM A.S.D. DESIGN .PRESSURE RATING = +45, –55 psf.—1 1,..,:p0„....e. ,: 0........ %. IILIEc o.... 42E6 WEST ROADS ORM ME:... . .. ..* No TESTING&ENGINEERING COMPANY PRONE:000)4324220C FAX:061)209-eno 17-216 -1"„„C'SIONAO•no ailhfitestl•.=Vfor:gel" ....'",-,,,,,, ,iv Ess.a0o57ts Ix,. 00120,130% ear fa,...., IMAM. nom DROXING NG. laliot i'iTillili' , ., MD 13-M woo,. I SKEET 3 Or 14 . , _ 001+®OR •-to +0(6) REQ'D I ALWAYS TYP. I 30 MAX. UNIT WIDTH.-- I---30" MAX. 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OLONIAL SHUTTER . /17 / i i AMERICAN SHUTTER SYSTEMS ASSOC., INC 08//1 • • _____ - ilL iE C 0 INC.\ 4268 vast ROADS.DRIVE WEST PALM BEACH.FL 33407 TILSIT TESTnitt&ENGINEERING COMPANY P110140 etoopot-2204,FAX.(569509-83E0 1 7-21 6 )1,1,,MAtiira:t"'""atgEit3',"'" .... ,,,,., ,,,,, - ,F. 00616101 060„, omelet Na EB-0006718 WALTER A.111.11T Jr.P.E. s OP Tr-ott or/N/0 s SHEET Cr OF 16 FLORIDA LM.i 44167 • r®+©OR 9 +®H (4) REVD ALWAYS TYP. 1 i---- 26" MAX. t1N11 WIDTH.-- 26" MAX. UNIT WIDTH. Ii i {1 AAQS HEARER 4 �G f �„/ // (5) i _ RE0.ACO rc ....__ 1/4" t/4 :o o f ° °, uta. VI r MA% (01"' i I. 1 0 0 0 °S xx 7 if{. r I O <:. . POURED CONC.OR/ I a .. ?." RfOkihZfD. �/ Z.. O. :..._:_ _. .- ° N MIN. / 1....._ BET. 1 js—� --(i I %f I > ` i 7,-'�Jc••. •,-"..' Q 2) REO'D. -. /`^ a3 ma T (t) I OI EACH J _ •LWAYS TYP r i{ P or, roP4 E (TYP) o o' ° • I) o' .,,S-- .. °w6"^ss. i — f' i TO r-01 x• C ...._.......�... .�, -'___. . I ¢ II ilz'LAN. 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DOUBLE PANEL 0.0 WA UO 2n/ ^1.;" , p { SECTION C-C 0.0 WAX SECTION C—C' I�URRICANE POSI I ION (WALL MOUNT) (WALL MOUNT). HUftRICANE'POSI11OM HURRICANE P051T)ON SCALE:1/4'm T" SCALE:1/4-s T- N.T.S- 4rHrrr 1 MAXIMUM A.S.D. DESIGN PRESSURE RATING +50. —55 p`` ✓�2 _..,—._ _ �2 csENS C'',.«, FLORIDA BUILDING CODE (Non. High Velocity Hurricane Zone) . ; . 1 °2017-1UECO,WC N.L- 4 tiO,44167 ASSA / BERTHA H,V. COLONIAL SHUTTER DaAWN Br: `_ +x J r /� \ AMERICAN SHUTTER SYSTEMS ASSOC., INC. moATE" ti .II L 1 E C O I N C, 4268 WEST ROADS DRIVE. 4+ TTWT.TESnNG CNGiNEER1NG.COMPART WEST PALM BEAM FL.31401 17-21.G 5x55 N.r.xn;.n 5!,,ws..xcm.A cwOENs.itJ.T)tn PRONE:(800)4.12 2204,FAX:(081)249-8]80 • ��/�' Non.:.(USX 71 lxm a.,0057671-ISM t(� �' It oa-OWC719 u+.A oxxee+.w aux rn;A mxosaor a lx D:PWINO No: '�"y'�1Jy ra {j{ WSL0ER A 2111.11.)r:P.E. +' a'u u''../ '''',"n' s SHEET 4.Of 14X U L {+ C .. - . _ ...... r/1 PLORIDA Lia, 44167 • / (2) 2"x4"WO D 'f/ // ,., /./''//'!/ i POURED CONC.OR CONC.-„__ j STUDS REQUIRED----^., /., _ „- - I I BLOCK WALL REQUIRED. 0 CORNER('Fye.) -. \ /f 1'\ /,�- r i f "/ EXISTING GLASS. - 1 \\ f`r! - 2" Mi i,/E.D: �, EO/ ___—_--------'--__- -- - - �� 3§ a rf .- M . t/ �`--" 2,125" MIN. mw 6 - ',,..�-"'" "I' - .. .- „,,,,,...8 6E PENETRATIONg vro NOTCHED(:)--, 2:725' MIN: t �i{r. \ - _ ! i jNQTDHED,- - 2.125 MIK 2.125 MIN AT, RAIL \ BLADE PENETRATION f AT(D)RAfI7.g B PENETRATION 1 !I(' i;':^'`, 4,„--.ir' IT , ,,//}/ „i'/,max j - cn BLADE ETRAT N BIADE PENETRATION / r Al OR (TTP). w lr =— irti ± i «�.^ _ .--1 (2) 1/4'0 TAPCONS I,T.W. ( 1 I' I ` 500t---\1.729” 00 BUILDER.(STAGGERED)TO.../ - i's _ __ -'-mnsrHai I! aaor+ - ..� u. uikt¢ras \� WALL. '£x "`�"_ - _ .:3 �n+ r s xmaati� ,,,"'P^' a.7 : (2) 1f4"0 TAPCONS I.T.W. /! 2 ` I -- /r f 1- --- `. - . I.- 1 - - .- �\ BUILDER (STAGGERED)W/ i _ I f r l `i t/2'Min. THREADED C "0 PENETRATION TO WOOD �6rmirt� e ! � " \ (2) #14x2 S.S.S.MS AT TOP / MAX. GAP \._ #14x2" S.S. S.M.S. AT TOP/ �r ..,✓\ / AND BOTTOM CORNERS ADD,-) AND BOTTOM,CORNERS ADD. 2)' \ L Y�Jr�� e'(4) 3/18"0 1422"S.S. S.M.S.AT Fd1DHE1GHT gi 4x2 S.S. S.M.S.AT MIDHEIGHT j.(4)--ALUMINUM \ SECTION A—A POP RIVE S ALUMINUM POP RIVETS FOP RIVETS SECTION .B-B I,1\. SECTION B-B PLAN 2.125".MIN- N.Y.C. .. POUREp CONC. A OR (�p'y1) Cr1?.) , A OR AlE. PENETPATIOP! ! �.:./ 'C.:.Y ') 2-125" MIN- OR CONC. BLOCK BLADE PENETRATION tJ VJA CREQVIRED. r-t 1" ) + 2.125 MIN. 2.125"REIN. j i� 2)2'x4"P100D ``:../ NOTCHED-' t �_ r" , BLADEE PENETRATION BLADE PENETRATION . NOTCHED 0--`L {7UpS REQUIRED 4 -'-500' 2.70".,-..--'-500' AT(�p.RAIL j I T O. 1 1. _._ li I`S I ' / /___ I r� 1 1 (}.RAIL -:500 -"1.724 --":SaO CORN£R{Typ.) 1 L 1 i. _r "7 ._. _..»...C.__ P_»».__ 1 t.I --__•- _�' A'_i. •.. r {.._._.,..,_.o :1 , ( : _ t ,...�`-_____..._..,it i__. .tea, t 1' i._-__.____. _:4+ i I o 1 _ r 1 .it. --- ----'i .... 'lig r4r _.___ i,. j�/ f:. I --" 1I .i '..._-..{p ) 1 � I I i I, -sa I O) ` b N . , 4 1 L �_ I --_ i , _ vii -'I ! r Ct t .1 8 [ �. - i 6-A•1•tU442N. O ,.11-J hn.A... ..t t1 Tr•Wiers•mit )� 1 O! �9a!! I �A �• j.•. ~ F i. t .�'"_""__ �— ��_.. ry L-_____-___.... .._:._G.:_i/}.H.f!N..f.?-_? t� __"tib '"_-_`-_ _....� ._ _ --�N t-.. _ _. � I + r \`.�/�, 1 II ® ® I �1 ,! I i �__ or r 6L„ .��, It' ti,a t ! ) . o 'I " -� (2) 1/415 TAPCONS 1741"` (2)6, i 1/4'4 TAPCONS r'' t f If p I Vii DEc (STAGGERED)Wf - -- ,- sm ...� m� aw. - .?a I 1/2"Min, THREADED i ? 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(�A.Tl/, (2) #14x2" S.S. S.M.S. AT /_j 2 1/8"taint. 2 1/s"MIN.! S.M.S. TO(E„)AT P„.: zzi,- TOP AND BOTTOM CORNERS BLADE PENETRATION BLADE PENETRA111it LOCATIONS SHOWN ONr' ,y :'' (J ADD 2ELEVATION ON SHEET' 1� S 9 FLORIDA BUILDING CODE (Non High Velocity Hurricane.Zone) { ) ,14x2" S.S.S,S. S.M.S.SMS. ."'1 F AT MIDHEIGHT 3, 3A & 4: NO.44157 1 45017 mica.WC N.L L ASSA / BERTHA N.V. COLONIAL SHU1kit ,R,,WN Qa DETAIL X (NON HURRICANE POSITION) •- / ` AMERICAN SHUTTER,SYSTEMS ASSOC., INC. OS/Il,/t7 . SCALE: 3/8•..1" �� f kt�1�� uILiECO1NC. W R DR56 i ti TIEUT TESTING tc ENCINEEFRNa COMPANY War A}i echo.EL 33167 17-216 ,1 am"..xw:.,a.0W,vA , n wer Pnone(e6oN3z-2z6a,rhz:(5611266-6360 r,�r▪ f�' `•`.......�f; LLi Rus I /55-15x0.Fa..(,� ,,,, ,N.. (NiC 0 LU[ ):09-M Wtt • �i ! NAL ,Vl; opt,{�110: Q 0 WALTER L3.5T Jr.P.E. 011315.40 m W17. m �'""......,A/Ill F10804 Lk.i'44167 .x .. SHEET 8 6F 1! �,�\ EXISTING GLASS /j •v �..- — .,- "_, ''f... �,/ i 't C ~' WOOD HEADER, .WOOD 2 Mfi. E.D. I 2 Min. E P -�"tl I _ _____-__1___ _._—_— / ,e) PLATES; WOOD STUDS, 1' 1 OR 1/2" (MIN.) `'•. • \I F \ II/ ,\ PLYWOOD SHEATHING ? 1 s^MAx.caa 4,_ �., ,.— 11 REQUIRED w�y1��r 1 4 / 1f4 ti It MAX j ''Q � _ I.- -li *I ! d � :t om k r f-- it 1.1 I 4 r t 4: �� R � .,.....,,,_,g,� I o> I /i, f °(1111 ., ti __ cam.,.= ! S �,. N ‘ r,---n1 lar-4---_-, , .,:::. / _4, TYPICAL PLAN (NON HURRICANE POSITION) ,./ , ', " ' . (m'.) N.T.S. ..�\ �� r`f r I. ~ �j _-- 'DETAIL x M1 r! 1 r, 1/-0 � •,i !r I ,1 r d / 1, 1 •'we- \,-- i ED 1/2" MIN. PLYWOOD r,4IIIM 'UUhhl'Uhldtl ,,,z. t 141 1``k (2) 2"x4" WOOD SHEATHING REQUIRED / r t , - ' f t °. ? STUDS REQUIRED',,,~ I x, r ,, "fir 1 '' l , '' @ CORNER (7yp.) ///////r' r I (2) 1/4 0 TAPCONS I.T.W. BUILDER �_�/I i J/l � /� r � f.. r - w/ 1 1/2 Min THREADED �., ' i (FJ i } \,..„.., r` F ) . p.,.,----- — . ✓ f�_PENETRATION TO PLYWOOD !r r f 0,I. i/2' i' • I (� �\ t / `�' — "',._ SHEATHING REQ D. W/1" EXTRA pf ;j 1�� Mw i A ',...._. V� / �/ "� L,..-..--" DISTANCE PASSED PLYWOOD 1 I� \ �]\�\ 2£of / ,.� ----,' . � - !f'!' I r, 1 OR A (2) 1/4 0 T/PcoNS ITN I 1^ r ' •2 EY DWr r 1 I _ BUILDER(STAGGERED)Wf ' ` i• ''"" _.--- rte —jeEro PLYWOOD r/ qi ` (IYP.) J T 1/2",M n.THREADED _ — —_.. REND-RAI-10N To WOOD ,------._ ... .3 - .,--, . . !i` / , a,ll i i%z^ 1 3/4.-44---1 1/2' s 1/8'_1/2- 1 —a ELEVATION Y-Y L/ (4),3/16"0 V 1/2. � _..._ SCALE: 1/2'=1" 8'' 4/POP VE OR -�.,�� . POP RIVETS .) �_ ZJ ,In. L__ __ t y�:x Glx. ,,�+'y�Q,.�ryENS' ✓9 .- �1 Q.�a _:_t�-"m'"'a_'s- k..,____,.....______,',,c2) .#14x3/4" S.S. it ' 'a ,Q FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) (2) t114x2" S.S. S.M.S.. ./.1 2 1/8"AIM::.. '\ _2 1/8'MIN_I S.M.S. TO CJE. AT z S NO AA, 1 V7 : 62017 nITECO,INC.. - MA. BLADE PENETRATION 4 BUwE AENETRATION LOCATIONS SHOWN ON it�_ . * + / BERTHA H.V.'COLONIAL SHUTTER ,g AND TO ADD (') #14x2 ELEVATION ON SHEETS S.S. S.M.S. 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(e7 / , -. :‘,":::.1 MIN. \„/ 1 ",i."...- „...; I K.' C.'-,, I MIN. I I • ,1'-"--7, •,,.1 ,--)I* /4'.//' ' 1 ' %.1.• \.. if,.t7 .- E' M tr) L [T115.1,- • ,(,,, , : , rri f .\:'\A, 1 I iT-0., i : 4::':::,., :: 11 (2) # 14x2" _ ,,,k",,, ,..,,! (2) # 14x2" S.S. S.M.S EACH -..).,\,.. Ntii---fi.T...___Th S.S. S.M.S EACH (-'..,,..'' - /71-11-1- 0 TO 0(TYP.). 0 TO CE)(TYP.). t i \ "•-•, !0-.11— i \ L_ EXISTING_i EXISTING 1 :,,,,,..,.., ..._,...- ,, „.,. GLASS L I \„,,,•,: 4_,_ _ s..-••'ip-Frp '-- Cont. CLASS 1 ,i ''''''' On --(41.) rr 3 5/8" MIN. fN I 1 3 16/16"/MIN.. ,.. q.,..,... I—SEPARATION ''‘..,1\,, 1„--q)OR (14 (TtP.) I- SEPARATION `I: ):!... I A OR (61 (TYP.) I TO GLASS ',,, t.,•,• , ,- I TO GLASS r I ,\\ I ,,.‘,:" --4II—CI) ADD (2) #1 4X2" S .... 1).S. I* ' ADO (2) #14x2" SL1_S... S.M. AT MIDHEIGHT 1.----.:_.‘.,..).;I:-i-.T n S.M.S. AT m1DHEIOHT ----- lrm---1--- AT(V,tOR @ AT 0iOR qi1 I Ilk LI— I \--(ICont. „,,— t i ; ...)i'''r• ---41Cont.G I / I , 1 At OR®(rep.) 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COLONIAL SHUTTER Loy, SECTION C—C SECTION ' C—C kci. --sTi..or $r \ AMERICAN SHUTTER SYSTEMS ASSOC., INC. l'aluAuTE/:7 ''ll' % I 41 IILIECO 7.°•Ac4(.1419 . 4'' .N.. 4268 WEST ROADS DRIVE (WALL MOUNT) (WALL MOUNT) WEST PALL SEAM Ft.33497 1...... 6," • - * a, ,TILLIT TI*AY ENGINEERING COMPANY 17-216 HURRICANE POSITION HURRICANE POSITION PHONE:(800)OE-22K FAX:061)208-MO ....4„Q/OAIAL*III.;411111 "".44n6gaitIrd.16r=ITIMIV.2I SCALE: 1/4" = I" SCALE: 1/A" = I" '.',,eitirtNi- EH-0006714 WALTER A.WWI'Jr.P.E. • Ito ts-as, X1/0/. .* , OHM 10 OF 14' FLORIDA Lk.IF:44181 • -- • - . .-- (21 2'.4'wPOP- ��,��. 6 CORNER(TYP.} \1 1 // _-"1 POURED CONC.0R CCM. ,:•')/...;;;;; •\ ` 1 BLOCK WALL RCOUIkEO. - ExlSTIND GLASS. /' \\ 1 . /r/ 2' D. 3"Nin.EO/! / 1--2.7ar 1 J ---____.__------_---___---._.-_._.-_..--3------_-- -_.___----=_1_________---_-.�_.-__,0.000.__-----....---______-______.____-�___'__-. is, _ _ /` j '_ tk 2. 4 r,, - _ it- it .. % 8tA0E125'Nl on 2.123'um, 2-t26'MIN. Y'So 2.118•MIN. 2.125'Wt. aL,4012.. 00ATiOH / 1 /fa _ _ ' ' A + RA UDE PENETRATION - 2.226'MN: 2 125'010 (RADE PENETRATION ON AT Qy PAID (' 41 MADE PENETRATION D 44 ON DtAOE PEt:EiP-cr1 y = c3 4 �y - / ! ' W 3� tnAOE.PENETRAnaN tlt wE Per+Em4non.(�OR (41 1 - i/. 4';' :11:1V / I ' m/ -O ( , bIX aP a I ��(,�.) 2 � ,� nom _ __ (x)1/40 IrPaoNs 13w. Y sao- .500'T T =MX(317GGERED}T. �� It •`tiTaa.�T _'t, _ „�._ 1 ,, •'- -.I '7()1/4"a WAIL. I,.-.)' --..-:-5 ,--7 --... • «CsaSa-. --� -• .. _ __'"_- \Iw�larx(STAGGERED)w1 l __ _ I� I _ _ \ , 1 _ _�?) aatMRA H ioanaa°D Cl f 1.9 - =r a �~ - ---N.1441.*:-.''' - ,a "cAP tx)113.2 � -"�10% �! r ./(a_ ' r 4'y �V if •r• 2)()4z2 S.5-S.M.S.AT TOP ,` '° __j� 5.$.5.22.2 ' `e1 f-\f!(2)6442'S5.SAES.AT TOP 1 (4)3/16 - •`'-� (B /t ' MO EDITOR CORNERS ADD(2) \� /(4)3/16`0-1 1.(4)3/16'0 \fly/ A�00�U ' (2) LUNM4! 1- ' `— 4)3/16`0 14.2•5.5'.SAS.AT NIOHE540 \--(��... 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I_ I PEgImi DN To,,,DM j1 1 j 8 _ aqi '"r' (2)61:z _i1 ` ` (2)11442" - a41 I '/ A..865 --1. = I H ■= 845,.500\ a ` 60D' b93' S.S.SM.S { S 893' 500 I32 S.N S J 4);08..... � SDO A 3/16b as �(2)6102- • / pop o UN Q \ PCPUIILR YUN, B 5.5.$.Y.S. syr 0.,../ POP RIVETS \ VIEW 1 (PAF S1' ! • •ATION) r,/,,,, A/4%-..; �ENSF'•, FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone). No.44167 02017 110CC Pc.• ASSA/ BERTHA.KV. COLONIAL SHUTTER ALL. DRAWN Er. 2 � i**, o6/11/17 -= DEAATE: I IL i E C O INC.\ AMERICAN SHUTTER4266 WEST'win DINE .SYSTEMS ASSOC., INC. D I . 5\ BEAM R.33407 tt.',3 �r\�•�* TittiT TESTING,ti ENGINEERING COMPANY WEST PA PRONE:(6.00)432-2204,FA%:(587}209-8360 17-216 VV awl KW.SS .n,Ste.jos,vaaw wmca,n 31156 Z6e, ."'"•, ''(('�''•t"•G 111. I>tia�.:(30.0.471-1S10.ra :(va}m-1III ay.1' (0.71,1014.01 $10 w] SPASM. Us DRAw100 N. +tlt'QNAi. )),l16t . 9 WALTER A.MUT Jr.P.C.- AN is 343 40/NAT- a OK 14 jI " SHEET.I1. ... ... - - }''''arlriurllI FLORIDA lie.644167 -r —- POURED CONCRETE ORPOURED CONCRETE OR 1--- CONCRETE BLOCK CONCRETE BLOCK . 1 WALL REQ'D. Lint-- ! WALL REDO. i3 Mi '4' / 3.'Min. 0.' 2. 4 E..0 .01-..- ' I • *"..... / .., ....s. EXISTING GLASS / : I • ,://, 'I‘CI- f I • i i \ POURED CONCRETE OR 7— CONCRETE BLOCK 1 1 ;22' 1/4" 1/4" ix•MAX.GAP ? I 1' 1 s \ WALL REQ'D. ; 1/4- i 61" .004 A. .4. \ 1 i mAX. MAX GAP -1L--,-- .1,- ---, ....Y... dzit ...... ______,L____ , ve, ,.., 1 ,1---.E, 1-- MO 4..1.-7_,•;;Jr _a-a L--,K.:_-1171,:' 7. i;4 5-#.4.edz--:11,i'v,fo.!•...71.;;;— [ 111111 1 —= -•:--tr..z- ----i.- .4.,-wi-4.,••• iljp, ' 1 (...; *\ 1 • ••• t t ' / 1 / i•-w, I -- i .7 , / \ I TYPICAL PLAN (NON HURRICANE POSITION) 's, , ,/ '---- '"-\:•__-------• F-C) \\ 0 OR ,,, @ : '‘,N., ..... i "\ 'A (TYP.) -.. ----' I ! 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AT MIDHEIGHT Iln'1*-21147;2::I--7.2.II:TI.:.;:77E":::::-I-T4- ''."*.:::::::-.-II FLORIDA BUILDING CODE (Non High VeIociiy Hurricane Zona) I Na.44167 \ 1 ..2017 CO.mirin. ASSA / BERTHA H.V. COLONIAL SHUTTER " i*i ' 1*1 DRAWN 8Y: DETAIL X (NON HURRICANE POSITION) t., * ic,1 1 1 \ AMERICAN SHUTTER SYSTEMS ASSOC., INC. oS/n/%7 305 SCALE: 3/8"=1" ilLIECO Mc. ...1:,*:Lg-5,t.""' ,,4' MUT TESORO&ENOINEERINO COMPANY . "030'0207r2204WEST 3 FilBEACO.k6305 5(56!2709- 17-216 ;i:::1 INC. ""/IrttLi'ilolioltiga="agi7 '" * ' ) 6340 E8-0006712 il WALTER A mur Jr.P.E. . i ms is-ora _pow s „, ---rL0304 u4.t1-4-4167 — ow 1203 X- _, rriafe.:' i..".9 irrrirrrr�riiii.." rr WOOD HEADER, WOOD / • I\ 1 n PLATES,. WOOD STUDS EXISTING GLASS r ! \ i ' �M" . _.- I 2`MIR. E.O. Y Min. E D. / OR 1/2" (MIN.) ________ / _____,..,_______< PLYWOOD SHEATHING / / 4 ✓ - . REQUIRED ( ) • /" /i MAX. 1/8"MAX. AP f .-.. .x: S ®.fel: _ .I�`ses — _ } 1" �.,.."_ _. --� =_ � ; �. Fd ^"; .-• 3�+y �- gig. t / , t fi. 1 a ( D'S t • r f E ▪ 1 r j ` ' t`\ `� i - f . Jr VIII. t TYPICAL PLAN (NON HURRICANE POSITION) �_- -Mil-- • ,' ' ' ' ' ;",,. E �� µ� • �` N.T.S. `` w M _ �. , t } (� * % i !!i /'-lel r-0 OR (TYR) 1/2" MIN, PLYWOOD DETAIL X ,1! / «t' i j1.25o" I`���\\`--) (2) 2" x 4" WOOD SHEATHING REQUIRED r-1 MIN.,'.' il,I F / ..,_ i N,, - STUDS REQUIRED V I 1 t / �� CSD CORNER (Typ.) • 1\\''/ ///7,/,/,////k///////) (2) 1/4"0 TAPCONS V.T.W. BUILDEX �rti � 1 �.:, ( Eo �„,. �, W/ 1 1/2" Min. THREADED �eUUUIIhUUhI11UUUUff1�i o s� ( T • PENETRATION TO PLYWOOD }I.` 1.�A . • Ea �\ / I__--- ! -- '/ /'"r SHEATHING REDO. W/1" EXTRA �II ! 3 1 \ / JJ �' yam'"^ DISTANCE PASSED PLYWOOD ,-{ 2"Min. ' `\f .,,,...----`,55^ .--- --"",,, a"" ^Gl o ' ,f '190o r r .� 68 y ! _ .../.". n I w J .fir i ! 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RA.TI e .cpENBF•.`11 • FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) No.44167u.` � � czon mTeco.WC. ASSA/.BEFTTfiP. H.V. COLONIAL SHUtlktt tuuWN eT :1 4110111.-- • y/11a1t1" � , / I xr one 0a/li1 7\ AMERICAN SHUTTER SYSTEMS ASSOC., INC. l4 t� IILECO INC. 4268 WEST ROADS DANE • WEST PAW 6EACN'n-73407 114,..."‹.(..1,- EIt TILLIT TESTING dENGINEERING COMPANY PHONE.000)432-2204.FAX:(581)209-0380 17-21 --^ fQNAI. JItt qs5k;Ksa4ritia.rn. (moPn-n71nra .., 1....,.. MAYANS N o: EB-0005718wfifi,,///fNlt WALTER A.TIM Jr.RE. r CO 13-CO taJ»!R r , SHEE1 14'Of 14 .. _ _ .. ». iEOPoOA Lic./,44167 ¢ - .. .. ..; • • • II • I • • • • • • • • REVISION: SEPT.11 2012 ALTEThJ P.) yIIr \ ,IIILr• ]2'MAS ]2'IMV. A i. i• MAL )2'MAL Y MAY Q. J 96'MAC p • DOUBLE DANEL WIDTH fVT MAC ISEE 118100) - b QWOa PE1 PANELWIDTH OS'MAC(GEE118200) i ]i- ]3 MAXMNL Q 5'V3 j A<Lis ;ue DDRUANE WIDTH L IS E3r MNEN QUADRUPLE PANEL WIDTH IOS MC(SEE FIE2D0) ! !{ • • 1 DOUYF DANEL WIOiN 6M lNL(GEE 118200) I < O I( QUADRUPLE PANE1 WIDTH REV LPX.(SEE ELB20D) fl g U a PART,(SEE'IBM) •NONE:PART•A•NOT SHOWN FOR CLARITY. I17A'' R PART,(SEE PL0200) a H • PART D(SEE 111200) roi•NI/C 1-.,],L .00 PMT•A•(SEE M9200) ... STRUCTURAL ALUMINUM y O CCC CHANNEL(ITP.) VVV111 J. I 012mµ • NOTES: U Oli rim"..._ , 171100IMAMPtESIATTACHMENT METHOD A MPIOMUM PANEL SIZES 0• ,L1 li �L OD I.MIN. I EDGE 01ST. 1/C-2O K 31/IMRIVET NUT WITI ' I 1MM-20 K r SIDEWALK BOLT(L) I El EVERT VE1MCAL PRAILE MP.) ' ``011III11;4,�'' nw.. pry W;sf{p , m mm PnYI SECTION A-A(LOCKDOWN BAR TOP DETAIL :\Dr5•'�OENS'••:,),' M,o.ny^ 4 ,,�(DL��1tAL��f�egryl0�A1(SflILDOWN METHOD FOR STORM sum SECTION B-B(LOCKDOWN BAR SIDE DETAIL) "PROIECIxbN]T.LS�: D BO A(0INACC9ADANCF wpm "• --...... _ GtLIION 1.•'>�, 2010FUS&TA BUILDING CODE SHEET • J-1 Tyco14N rs, ainns— n • . I .