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HomeMy WebLinkAboutProduct Approval-FL8200-R7 , x` t,ss pP ',:.1"-''mx''`e4 ,#, 'S' e ` 14 .4.?.y, m. e 'F';14/4-''''' n`A' i 1y � dam / .0-'1.,TO ,. xa _ C w -k.:_,..„ -ess,,,,,,ttlis �p ^;y u a �r, *�. . �',�� • ': ",,it raltPli ROME ABJT DSM O RIIl4tato WWI' SCIS Mane 'log In Uvr Registration . Kat Topics 1 Submit&laths::a its R Facts PP:b�Srat"ans i 1 Stas ; SCIS SAm Map i Lola search d15r r`: Product Approval USER:PubEic User product Approval Menu A.Product or APPllcation Se,rrl>Application LR >Application Detail RECEIVED cy ' - -',,' 4 FL# FL8200-R7 SEP 2 8 2018 Application Type Revision Code Version 2017 Permitting Department Application Status Approved St.Lucie County Comments Alez Archived Product Manufacturer American Shutter Systems Association,Inc. C---) Address/Phone/Email 4268 Westroads Drive 1 West Palm Beach,FL 33407 (561)209-8263 g> bfeeley@eastemmetal.com •a .`' ,..',1 Authorized Signature Bill Feeley Irodriguez@eastemmetal.com _ Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Colonial Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer D 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 12/31/2018 Validated By John Henry Kampmann Jr. O 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 1996-05 2005 ' ASTM E 330-02 2002 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option 0 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, DRAWG 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,Max. 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+90,-45 p.s.f.for wood for quadruple panels, Mk Contact Us::26111 Blair Stone Roo .Tallahassee Fl,37399 Phone:850-487-1824 The State of Florida is an AAIEEO employer.Copyright 7007-2013 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 mall.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 emalls 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 DSO, Product Approval Accepts: Credit Card Safe I I I . GENERAL NOTES:I NOTES: 1. BERTHA H.V. COLONIAL SHUTTER SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS B.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO THE POURED CONCRETE UNIT SHALL BE BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6th EDITION) OF THE FLORIDA 1 3/4" AND IN CONCRETE BLOCK UNIT SHALL BE 1 1/4". BUILDING CODE. THIS COLONIAL SHUTTER SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (MIAMI DADE/BROWARD COUNTY). 82) 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 DESIGN WIND LOADS SHALL BE DLftRMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, BEHIND.SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES 13.1). FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED FOR A DIRECTIONALITY FACTOR Kd=0.65.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 RATINGSINDICATED 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 REDUCED TO A.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 RE.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 RV. 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 DCTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063-T6 ALLOY AND TEMPER, WITH 12, SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT COLONLAL Fr- 25.0 ksi MINIMUM (UNLESS OTHERWISE NOTED). SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL 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 5. BOLTS TO BE AISI 304 SERIES STAINLESS STEEL WITH 35 Hsi MINIMUM YIELT), STRENGTH. INFORMATION FOR A SITE SPECIFIC PROJECT; I. E. WHERE THE SITE CONDITIONS DEVIATE FROM:THE P.E.D. 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 PHIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (A) TO EXISTING WOOD FRAME WALL: SOUTHERN PINE No.2, G=0.55. - 1/4"0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX, INC. (C) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. NOTES: Al) 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 (E.O.R.) FOR THE PROJECT AND A2) 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 A.1). THE SITE SPECIFIC DRAWINGS FOR REVIEW, ., (B) TO EXISTING POURED CONCRETE MIN. (f'c = 3192 p.s,i) OR ASTM C-90 CONCRETE BLOCK t'' '''Pk,.fkalq,NAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF. THE ,,,,,4 , ,,,,,....:7RegtSIOts,IAL ENGINEER OF RECORD THAT'.PREPARED IT. - 1/4" 0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W./ETUILDEX. ei'";.'"‘..cIENSi''s.' t. FLORIDA WILDING CODE (Non High Velocity Hurricane Zone). $ %.. . IS : No.44167 ., 1 *2017 MIMEO,LNG. 'ASSA/ BERTHA H.V. COLONIAL SHUTTF..R THIS DRAWING SHALL ONLY BE USED TO .. 2:1( .., . % 0 :cq - / I aAMERICAN SHUTTER SYSTEMS ASSOC.. INC. ./11/17 pme OBTAIN- PERMITS IN THE STATE OF FLORIDA 11***STP144 / IILIECOINc. \ t 0.% 0 ‘ ....• . . 4265 WEST RGADS DRIVE PWEST PALAI BFAGH.Ft.3340/ It, l4.*',,.............., 0 TILLIT TESTING at ENGINEERING COMPANY tIONT,(80)432-2204,FAX(S81)209-0380 17-216 ---'%°,9/ONIA.:(• le Purne 1(303)4171-,530.Fos t(=WI-MI "AWWG N. ,,,,,,,,,,, 16,. WWI. AVE WC I% DESMIVI OIL • ...... I } MA 15-30.2 ,0/11/G , .?,,,,y/,01,,___ _. . 71Vi'atu. - i.I41675 , ,- "EfT-1 or 14 - - - _... 1 • 1 FOR WOOD 2.875"-'- . INSTALLATIONS W/0 FOR POURED CONC. 8c4 3.835- i -CONC. BLOCK WALL 8 r--910"--t-.910"-- •4- IP/1\">\ i __INSTALLATIONS 19/CLL,J, i ' , ' * t I " n ,; .213" 1 1 --- -----2.330"-- "4'- <31' -...., ..- .. lc, 6 o v .625" 8 ' • 0`. .083"T (±.030) ..--- .108" `4! ommon' -1- O s -.071" in- i: %L. .07e8; :LLL i 4, ,r,31-csimicie 1 011111M11904 l'' rI T , 'R ^i i b t- . 7 1 --. 9. a ii I 2°1 2.375 7 1 411114110k0H \ 1. ,9 I I •E, I 6 r-(FOR WOOD & POURED- CONC. OR CONC. 1 lik1-.-..240"I 'D A 1.625" ' 1.700"- ,P. BLOCK WALL) 11111111; - -.324" I'i • i ! i n°2.125" (±.020)-I 1.- -1.820"------1 8 ' ' 1p I .680" *. '06LiL. .',....0.1......„--"1"4.,,.../.......,s4„, 0 LOUVER At AIRFOIL OPTIONAL 0 FLAT HINGE ©DOUBLE HINGE ®TOP & BOTTOM RAIL 0 JAMB 1 BLADE LOUVER BLADE To(,) 6063-76 Alum. ALLOY 2" LONG. CDI DOUBLE HINGE 6063-76 Alum. ALLOY 6063-76 Alum. ALLOY 6063-76 Alum. ALLOY VIEW Y 6063-T6 Alum.,ALLOY 2" LONG. 0--0.375. ' 2.000"-------, I .550"-' 1--- .620,, 1 / L"0r\ 1 2.125"---- . IIMI Ii / SMOOTH 4,:bCir: -1 r- 0" 6 EXTERIOR II 2 S.S. WIRE SNAP. 0 STORM BAR TYPE 1 ;II RV. SAFETY PIN //1- 1 ...,'" '01 i ii-7 ,. !I 1---1.250.--I --I - -- -.500. , I--.5610- I- -.3.000------ , 1 . 4,1 ...AI k---17' 1 ".620.530 I csi II : FRONT SIDE VIEW . ' I 11° I. 1 -te , II li o I II 0 H.V. STORM BAR CLIP - CH) S.S. HINGE PIN I I 13 --1 1-0.250 :L; ISOMETRIC 6063-76 Alum. ALLOY 14•1/ LOCK NUT. N.T.S 2 1/8" LONG. 0 STORM BAR TYPE 2 mi. 10 S.S. H.V. SAFETY PIN 1 -Ir -2.500" 0: %.....N...: " " TW/ 2 S.S. WIRE SNAP 1 -i OMPONENS 1 41%; _E3/4 . 1 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone):II 44167 .1 I .437" __1 L_ 0 NON HURRICANE No. ** • .. e2017 TITECO. NO ASSA / BERTHIVH.V. COLONIAL SHUTTER 0 .250" 1 -11L'Pk- -,,:-..; --L,"-• . 1/4"0-20X2" S.S.SBRACKET ANGLE V .S. HEX HEAD 6063-T6 Alum. ALLOY \:4411101,,..%. • . 4AMERICAN SHUTTER SYSTEMS ASSOC., INC. (we BOLT W/DIE CAST ZINC NICKEL 2 1/8" LONG. -..... e' "• SION r1/41. 1$1 / IILIEC 0 INC.\ 0 TILIJT TESTING dr ENGINEERING 0:WANT 6146 N.W.Um V,We 303.WAWA MOM rt 3316c 4268 WEST ROADS OWE WEST PAW SEACR,ft 33407 PhIONE:(600)432.4204,FAX,(581)709.4060 17-216 PLATED WASHER WINGNUT "., ,,„wool P.-• (3.nr--.7;4(roen-'.. • nt.Plt attutunt osn nu tot tautuso tun OPM030 KW WAXER A,11L1Ir.Jr.P.E. 1 otO 15-.‘i., usnor x ' SWEET 2 OF 14 . -FLORMA Lk.ir 44167 -' . • B + COR 0 +®H (6) REQ'D ALWAYS TYP. WOOD HEADER 30" MAX. UNIT WIDTH. --30" MAX. UNIT WIDTH.-- t -ROWELED V C D MAX.ji J I 1M/w4c o cit 01 ra_ f i ..1 ._.,. j \ /I:\/ : NI z �J� ;� O . Q MIN. 7 MIN. } I. ALWAYS TYP. /—DET. 1 J$ � a %/,%/</A, -j 7.--- , �r f n -.,--,;:k.„..,,,, `,. ... 7 14.2'._— �2) 14Y1' �A�H _ C!_ �a WAY5 TYP. ss.s�.s FEL 1 16.11,44fEAC. 1- (TYP.) o o f o 3� a'y 0 p . 1 CF?n®(rmy. 1 -detail. t E. jt a. �II� --N •c D«e. } _..�--- _._..1 ____ i -@,w',fib(me -( w+j, -) a ✓ 1:-....-___ I 'TING I ' _C Cora. ..:,..1,- M FxiSCX.r55� MCSA55 1 I . . „� m 1 3 1/2•UM 3 VD'MIw l±si10 CLASS LI i�� t '—( 1- ADD j2)J14.r s.. 11- 1'-©Cont. ADO S2)/u:2'ss.+ 111'f HAW,,,p,-. 1 t $.Il AT,�oNo•- USEMS:Ai�MtlLiEI�.Ni -"-•� '1JGPr1. -- /,-GOR �_ -- /-0 _ AT A p3 tEF M.14R.oR a`'o / ®OR At (TYP.) • • OR Al (TYP.) o a s z i 111. { O N .r'.'-_'• a+�1(IypJ ; CR(�DLP.) ! O .._.__: �...-..._ - ___ aD i vim S '`+-..�j //II Ill /// (2) 14a2 poil (2 14x4 / I ..,._-_. ...--- ;/ _ - Sus FMM � 5 N.5 EAGft -'' E 1 (2) REQ'D." IToC3trcP.). *MO'�_ Ur,Dmaa. r= { AY TYP ( i "' ��-1 I ��—��! O o f o c{ i7 a'1 i o o �. 1 F cuss, 1/4' Llr ©Go�(. c�us � t/a' NIA '-ad ,: rii II 1 SIMILAR ° /C� J,.... _. I IL. MAX.CAP e� ' iI j'� 4 A 1 B .5 'v A/5 . A/5 B 5 '-- i ..._/-.---. 2• i!pUREDGONC.CR O O f Y 111. VIM CONE BLOCK.WA11\`. [ I M/14. } ' II 1 1 I x REOWHED. ' \ i ., O O t\ f O O - J WDOD PUTE� 1�1�1 1} t'% '4 "' l O O \ I / \ I r O O I y cdNi11ED 1 1 v. �. / WOOD STUD 0 24.'.•311 L C D r SECTION C—C REWIRED SECTION C—C I--- ---60" MAX. WIDTH. x (WALL MOUNT) (WAGE MOUNT) HURRICANE POSITION HURRICANE POSITION • AJJtJJJJJIis,J, SCALE-1/4'= I" - SCALE:1/6'.a 1' • 0�*51,N.1111,40.--,.- TYPICAL EXTERIOR ELEV. DOUBLE PANEL FOR WOOD OR CONCR . __ (HURRICANE POSITION) .._ " = FLORIDA BUILDING CODE (Non High velocity Hurricane Zona) , .44167+•.� 02017 TILTFIA.INC. 4.L N.Ts. ia0 1*1,.. ASSA/'BERTHA H.V. COLONIAL,SHUTTER DTAL er; fI t* AMERICAN SHUTTER SYSTEMS ASSOC., INC. 08/11/17 MAXIMUM A.S.D. -DESIGN PRESSURE RATING = +45. —55 psf. ' ,1�p k b � �•�� ilLiEC RN C04 \ 'O R O7 1 JC�'....... •ac ue.1µTCSTIND t cNCINECRINO COMPANY �bRE 17^216 W" xm,s4, me.vA¢w 3&RI n ulw (6 W2-2204.FAX:(581)249-63W ''s�Q re ,0 Plum:Lbl 5 T-$15FT. x(3'5)111-1:5.1 #r.s. µ02711m1 ma M.a RYAm tax DINriR[4 It. OODS719 w'r:..J//iJ/J/Jil1ll WALTER A.TRW Jr.P.E. __+:f G0.15-082 UH11hT i _ -_.SFIEET }"-OF r1 _ _ ... FLORIDA U.-1 44167 - 1 - '. :... r0+00R , -4 +0(6) REQ'D • i ALWAYS TYP. • 30" MAX. UNIT WIDTH..---- 1 -------30" MAX. uNtr WIDTH. 1 . 11 V c r-@) i tie , I 00 / ,/-(D L 00 . . . 0o . .. 1 L ........__ CONC.etocK w.u/ : 0 - i 4 GEMMED --._ / • c _ 0 T•------- /- ...)(3) REQ'D,, i o — MIN. / (& rt -us ; ALWAYS TYP. ----DET. 1/8--„, - I, i ,'.r---- lo 1 / , 7, /17/' F 4 (2) REQ o II b 0 'D. \--..".,-----1, .—...C----! _ Q . ..... _•; liS 1 0 •C ' N.il,14,12E.Aci-44—. L%LL.,__arosem.). 1 4`,,cont. ' 6 0 /—®OR Al (1W) /-0 OR 0 (TYP.) 00 I >r. o a ------- __----- i cu,sf ,.........._ acme_ o r 3 lir MIN. \ — ,,,.., . TT 1 B...-......._ 1 tsosARAnou F....7_, -7-- _. II v GL'''' A.D. 2)#,1r S.S, -L-- rik2,...TAimo MO 7.,., yr COAL —.. -: i 1 ---N ___ -I! •,i'l --- — I ------ .;';' -'------7---------- , ,-4)01® ‘ r4) ,.......... _Q(2) REQ"D. 2: (2.1.1isT44EA"c. I ' o WAYS TYP. : o i 1:600iCrYFQ. '411.11.A 1.1 1/„,4 1..\\''',&ii-mg ,... 44,Av."............s:N,...s,...e.:::4............. —"rig-01 0 0 0 o 0 i f 0T0 .4--r-lx7"-----, Q.' 1 G Cont. S SIMILAR \--@ cwt. - ...... .._ EasclAsw4csi i Lox.OAP •NA4.%, .I T41 _ / NL,,,,NAC,,,,, . • ..._ "V'' ) ,,,\.:T:::*,„•.,,, L., \ ,:, TA ...fik,A.TI/4.0:-.,„ 8 5 A/5 i 4/5 . ' 8 5 I 2” POURED CONC.ON ••,.•',,,X,' , . MILL CONC.KOCK WALL TA.‹..,, . \ , i 10 I SCOURED. _-.... i I No.441 61 1. • • : / , 4- IL,: : : i* .. • ,4 vit 1141m11:-.1.,‘ 0 0 \ 1 / i . / 0 0 I 1 / ..... SECTION C—C ! \ \ 1 (WALL KOK) ® '' t® 0-/ HURRICANE POSITION 1.4t.,44/0 NM./e.ftilll SCALE 1/4'N I3 .13300.I.P,M//1°- -- --60" MAX. WIDTH. TYPICAL EXTERIOR ELEV. DOUBLE PANEL FOR CONCRETE BLOCK. (HURRICANE POSITION) FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) (4.1..5'. 02017'HUECO,INC. — •-I ASS A if BERTHA.H.V. COLONIAL SHUTTER viltm [MAXIMUM A.S.D. DESIGN PRESSURE RATING = +45, —55 psf. I ! AMERICAN SHUTTER SYSTEMS ASSOC., INC. 8s/r,litli." ---- / IILIECOINC.INC.\ - 4265 WEST POADS ORM TILLIE TESTING Or ENGINEERING COMPANY MST PAIN MACH.ft 3340/ 17-216 P5cIluty,11-7.,M.TrAtuts,,FA.,33m PHONE:(000)432-2204.0M,,061)209-0300 ECIN0,300212 cc a ormANTAT oat ANA Is MOM,/ an 0040008 RAI WALTER&Tun 3/.P.C. _ ' "'3"'"--Win" 3 - - _ •.. __._ -- - - -- . FLORIDA Lit: 44162 1 ---- - 08000 3A OF It - • 1 • rol-GoR 49 +0(4) REO'D I ALWAYS TYP. i r-- 26" MAX. UNIT WIDTH. i I 26" MAX. UNIT WIDTH. WOOS READER /--@) / ® I Z--REOUIRED -37 /' I ' 0 0 l .. ',\ . • 7 / 6 0 0 0 Pomo CONC.OR 0 7 m ; cone BLOCK wALI 0 I. . __. 0 .- 0.1 v. RECUTIED. ,/,- !AIN. 2' ,---DET. 1/8- .\ ..,„ ,:-.1 ._ iX ' .F., MIN_ • ; 1!. ` , 1 c7.<-''•-..., i .,.........----- ,.....© -.—.....-„.........-7.....„...- , .1" t .LWAYS TYP. 1 1 --q)cyt Cd Ina) • —I N-1- • .... 1 i 1.../- GLASS I mil te;:: 10-- a---- .....- I 1 _12 I '.° 1 •N... (D., 1-- .._ II --, g2;4: .. I 3 lis.OK r--..--- . -..--- < a L3s . ,_ I--SEPARATOR 1111.-11 ----=-1, I .M x I TO CLASS 40,-1.1_1T10111111 I TO CUSS ..•L.- - , --- 0 - EG 4Z1111,,: siiillA V i.,, Si ADD(2)(tea-1,,,,A,' . eon(2)iieeriii,s,„ ...... 1 , , <0 . ,—C)con, I n z WatTADHEIWI- , I lit AT4DME ' I I--- -; --- . I • cIN\4, IIIn I'-' I I ; I 1 X I , I I 0 0 0 q p 0 . 010:;-..... < , ____,„...... , /4) ---Ti • SIMILAR • , • , -,....„- ..... ; --1 r Ilk. I- 1,..541.5 EACH .4. 1 I 1 - (-0 OR Al (Ti?.) ; /-(11) i L OR @ (TYP.) 8/5 m LoNGOTnipar.). 0 CCL I a - .-- ---1 ,-.... i 1 1/4- I/4" . -(t) . ; 1 MAX.CAP .4 MAX,GAR •. __ / 0 . \ I I 0 __ , 0 1.1 —1 cm Cr&Cm) 'ri-ri:',1(,,,-.•- Ilk '43 CR(19 CD7) 1 \ • 0, .., , MI / LE5) \ /: 0 0, 1, I 2" MUM)c0,10.OR ' \ t N. / .1\IA'•\ 7; IN • --Al • ' \ ..-0, / t Si conc.&we VOL\ I 1 ' It REWIRED. 1 .‘, ... I co - HO (2)- \ „.._.,..... I . $.,...,, ,0 WOOD 4: _ _ 1-1'‘,e,:,,V.,,, — ----52" MAX. WIDTH. • I 1 ;I N- WOOD STUD . '- ' TYPICAL EXTERIOR ELEV. DOUBLE PANEL SECTION C 0 24,-C 0.C.LAX. REQUIRED SECTION' C-0 (WALL MOUNT) (mu.mow) (HURRICANE POSITION) HURRICANE POSMON HURRICANE POSMON SCALE:I/4".0" SCALE:lir- 1- 14.T.S. .................. oe Titto.---, MAXIMUM A.S.D. DESIGN PRESSURE RATING = +50. -55 prni:........... 4,„ - 1,ENse... • 7% FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) e....= ,., ,... ( C- :167 2017 TILTED*.INC, ILL ASSA / BERTHA H.V. COLONIAL SHUTTER DRAWN Ba Sill/17 it NO.4. %.1*It II-LIE CO fric.\ : • / AMERICAN SHUTTER SYSTEMS ASSOC., INC. a„„ N,ger..'-..-T", 4.•' 0 -• .,,,,, % Taut TESTMO a ENGINEERING COMPANY $.135 MA X.U.,31.8.305.NINNA cAFIX-fts.it 331aPHONE;wesr PAW BEAM FL 3307 (800)02-2204.F555(555)206-8380 17-216 4 1% Fur.,.,(11.5)-071-15•13.kat:00)01-Iso DRAWING Na UV.O. DI-10•11Z4 MY NM•• dgemenal 110E WALIERE8;,.111UP Ir.px. _ _. .1 .., oa 13-41•• V/1/11/17 •--" - tvar 4 or, , „ I.....G.,4,Acpedt.' - FLORIDA 1..a.(4410 . . . _ • / / / / / / / ! / i ! (2)2"x4"WOOD • / / / / / / / / / / I POURED CONC. OR CONE. STUDS REQUIRED—., f;; f 1 BLOCK WALL REQUIRED. '�/ IN CORNER (Typ.) \\\\ /I\\ , //'r/ -\\ J/ 1 \ �.-"- /- -EXISTING GLASS. l`` / \ i.— 2,.Mitw JE.D. \y�/ t-_-,.-_-2.70" ...—I 3"Mini. E.O./ "1 A • ,�r 0/ � \ I / ;` � --- 2.125' LAIN. N a ct _ .".�"""'I // w z 2- NOTCHED IE)--. 2.125'MIN: 1 /B •aE PENETRATION Z to o•'t 1 \I= ; \---"`-1 t /'i J---NOTCHED TI) 3 AT®RNI BLADE PENETRATION ( ,, n' „_—._ / t AT(D}RAIL ti-�7n A 2,125"MIN. 2.125"MM. \ I .~•-`j ---- / N BLADE PENETRATION BLADE PENETRATION /f1 OR \ - _--- - .•--'--�- -- Sli lit j{ y300L.72 (2) 1/4'0 TAPCONS LEW- , , I i i f BURDEX (STAGGERED)TO-/ iwaa -,...-_-_,-_-_-:7-7.:_777_—_--„,,-- _ rtrsuar. --tiara -:-.....,==.-...,.._:=‘,......4.A7,..:-....._______.....:' -,......."1==.4 2 1 4'0 TAPCONS 1.T.W. - V.,_ pp9Ji i .. -r-- tVALL. � _— _.__- - --------7-r-------- 1 --__, / `��UILDEX�STAGGEREO) W/ CV/ i �•. i i �--...___..__ _.._� 4444 — --— \ / " n. THREADED =-��_ yt ,:��. �:s__>_..,..•,.,. -.m:� � H -f � PENETRATION 70 WOOD rt�iti�rnm / " 0.125 ! � 1. + '� \".. (2) #14x2"S.S. S.M.S.AT TOP , MAX. GAP 1_ #14x2"S.S. S.M.S. AT TOP f \1 (may j �..,Vit ' , I AND BOTTOM CORNERS ADD 2) AND BOTTOM'CORNERS ADD (� 4 \ •;,,/' `-� l ii Yr(4) 3/16"0 #14x2"5.5. S.M.S.AT MIDHEIGHT #14x2'5.5. S.M.S.AT MIT/HEIGHT j() 3/16`0 \ �•y `:J SECTION A—A -ALUMINUM UM \.--{. 1 111) ALUMINUM POP RIVETS \J POP RIVETS SECTION B—B SECTION B—B PLAN ��p��} N.T.S. POURED CONC. 2.125"MIN. r �..`! OR (TYP.) 10 OR g (1W.) 2.129" MIN. 'BLADE PENETRATION OR CONC. BLOCK �'� (I i BLADE PENETRATION VJA C•'REQUIR.. (B I ,.._-NOTCHED t�,) r! 2.125"MIN. 2.125"MIN, t ( (2) 2"x4"tV00D 1 1 1 /{ BLADE PENETRATION BLADE PENETRATION / NOTCHED(Ey-•• I i STU05 R£QUIREO --500' 2.7U"-4444.----:5p0' / AT 1)RAIL / ( -'--t IT-0 1 I I JJ i h �'"�I 1 ATS RAIL \` \ E-i500' 1.729"--(500 CT CORNER (Typ.) I' 1,,:i1 r —..E 1 --- 71 it .I ` ` --_ 1 �-^_`O 1 r--------------7 _---_— i J 3 ___...--"---'I f :,, ! t 1 x...11._,._-44",__44,._- 1 I 3 0 1 t _7r© ' �I i \\ ! i 1 i NI -; ; Q1 {! 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S.M.S. . \ (2) #10x2" / S.S.S.M.S. s I=I , " 5001• _ _ _ .500 .4_..,_500" J i -_ _ _ ,„ `' ' _(4UIUr � t.TIL + a 3/18.0. ALMINM Ow .✓s ALUMINUM POP RIVETS VIEW 1 (PARTIAL ELtVA o sF''• P FA4 BUILDING CODE (Non High Velocity Hurricane Zone) Nzs. �A��7 CnTEco. 70)71INc' ASSA / BERTHA H.V. COLONIAL SHUTTER 4J- - NO. h * h DRAWN 130 No. Ir• * ?ur CC/ lL INC. \ AMERICAN SHUTTER SYSTEMS ASSOC., INC. DeiDATE:t: � ' fir. 1 4268 WEST ROADS DOVE ... r�1' lTILUT TESTING&ENGINEERING COMPANY WEST PAW REARR 22407 - 17"216 (800)422-2204,FAX:(581)109-83170'It:.f 14��I ‘"5"."-'9'' rae 1 cungy�s .77.4 "(oa0s.n33,66aUea. - naanore.ti � �xOMwNG ra 69-0008179 �_IAiONQ4..'IOt _ NLA.. fJr.PE _ -- en t,-, nnr - -- SHEET O.of 14 .,. _ FLORIDA U0.-T 4<757 ____ .. _ _- �' i EXISTING GLASS -4 1/2' I----------, • r MID.E.D. I ,3"Min. „ POURED CONC. OR __ . „/E.o. . "- ...„- —CONC. BLOCK WALL i - -— ' ...i / i .1 -`,,' REQUIRES). I I -1/ se e• POURED CONC. OR -,,,4 1... ,, •• • ,t. t 1 ‘' CONC. E3LOCK WALL /1-• .;:;,":7//7/.4t'•;" /ii / ve• 1/8"UAL GAP .s. Z,...)" iUk OR (E)1 (TYP.) /4", "./',./=/ / -7,/, // //,(/// - 7'-/ ov.t____ AU ,, 2/"/ AI//. , r--REQUIRED. — . „---- _ _____I----____•..........7-*=4,-.-„:,..T.T,,,,,.-.........r..-.1 i,,---,.....-..--,--t--5:5:2.,1--.,,,ti i •-• ''' laid- ..r- 1 ,, :t. .•,- I.,..-f-z,-.7f,--1-i.--7.7.7----74,1"11.11:1 - -;.---E.,7.---',-.5-:-.:-....7-E-E-4..--tig),P0i41 1111111 t -- 1 I 1 I ott :1 i i t! I I 41 1/4.7 1,`'41-7,--2t--,,t- 1 ..._, r-.1.--1*-1 I '4'//// , ‘ 1 j_. 1 zvii ,,,,,7,7y,/ % , •• !--7.,....E....--,,,...,-. -...--,,_.......- P .J., / .q.,,.\-, --(i) ' ‘ 1 ! ,-,,, , ,,, ;L- -- -"--- / •//,,,,,,; ,,,, „., , ,,,,-4 ;`/' TYPICAL PLAN (NON HURRICANE POSITION) \N , -' / .. ri,, . ,;;;.,,,, -..,.......) 0 OR (4 , \ %•; ------------- DETAIL X ..„.7"2// 0- .1 1/4-....1 l';‘,--• ; ' • eale7. i,; .., , ie4r""'"" 11 •s,c,..,\ ea 4a111111011111,1,11Dil'all!!i 2. 1/2- I\:7V,..\---- -'-' 1 E0 / .4,,, I / (2) 1/4o TAPCONS I POURED CONC. OR / .:•17///./, _r W./BUILDEX TO WALL 'T- ,--- (2) 1./4"0 TAPCON -- S — 7-7/ V..///// 0j \--- Min._-----. CONC. BLOCK WALL I I.T.W. BUILDEX TO WALL. .....s.: ISL... OR ® I.TYP.) ' Cr .. (STAGGERED) TO WALL. \ • ‘ C) (4) 3/160 i r:› 1/2' {to L. ( LUMINUM 4 OR @ t „„. 0> 'X.® , 0” TI-47.41. 0 ELEVATION Y—Y SCALE: 1/2".1 .1 \ ,1-------- #1 4x 3/4" S.S. ........ee........ . \011t A.7141-. (2) #1 4x2" S.S. S.M.S. AT 1.I 2 Vs'MIN. \ 2 1/2-MIN.. S.M.S. TO t)AT 0'te. ........... i'---. TOP AND BOTTOM CORNERS DEADE PENETRATICi4 \ EADE PENETRA116F1 LOCATIONS SHOWN CV.*.„...k.NGENsl'• 4 - FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) ADD (2) #.1 4x2" S.S. S.M.S. ELEVATION ON SHEET, .1 v\• se. AT MIDHEIGHT 3, 3A & $*4. f ".1: No.44167 % P2017 TILTO.INC. ALL ASSA/ BERTHA, H.V. COLONIAL SHUTTER 7,.... DETAIL X (NON HURRICANE POSITION) 4 I.11o. -- s st.0...son—i . Z. / OS/11/17 \ AMERICAN SHUTTER SYSTEMS ASSOC.,.INC. /4. AMERICAN 0 INC. 42E41 WEST READS DRIVE SCALE: 3/8".1" "t°\ '4 . ."ii. •%,t' ` -....1,*.: •'.i• %% TILLIE TESTING&ENGINEERING COMPANY WEST PALU BEAM FL 33407 PHONE: 17-216 (8001/32-2204,FAX:(DE1)209-8380 --.. foNAL.Tx os ED-0008719 xxx ot. memo% Oat IIRA.NG I,IN .................. --- veer coe T4 . . ----. 1s-on. Amp/ a.. �ir�////////r., ////r , ////////// ,.......„.....----- \ //'`I`\ ' EXISTING_ GLASS \ % 1} � _ I \' \ 2-Min_E.D. 2'Min. kD7. t„,„..;:,„;..e.;:•'--- = M WOOD HEADER, WOOD / - 1', T. _.,, PLATES, WOOD STUDS i £ a `\ ,� �/ 3 OR 1/2" (MIN.) �I =s •� ! ' ' PLYWOOD SHEATHING >?.0 rmoir s, 1/4" 1/8"MAX.GAP 4 .,"'"- r E EOUIRED �m�g 1 p c.....•,,, ! ----- -----T,-- I - — H;Stath--:.;1::...1-'2 4.-'-':.7':',LT:: I [ t ' _ =___ i 'tial r �;� �-} ■AAS / TYPICAL PLAN (NON HURRICANE POSITION) /: �J \ ° N.T.S. r -"- `\ :1 I �I'\_ _., ,/a-- 1 __--- `DETAIL X ,!......--1".),1111.17 ' i �`�fl � 1/2" MIN. PLYWOOD -011111 i1111111111,141111,1 1j2, yr , I•t�, ( f STUDSX4" WOOD REQUIIRED f--SHEATHING REQUIRED . . Y / ' z•/% ." ! � , I -\\ -1' o CORNER (Typ.) \ //ft'7,/,//,,/,../_/___/>////,.//,/j t_ (2) 1/4'/ TAPCONS I_T.W. BUILDER f, ,, '{ —W/ T 1/2" Min. THREADED /1 /------- I .r' PENETRATION TO PLYWOOD t tt z J i., ,/2 I h�� I \// Y' 1`\ ..------ � "-^ SHEATHING REO'O. W/1" EXTRA / / j ' Id z i/y-Mln. i �,...,\�•..-. l I 1,-' DISTANCE PASSED PLYWOOD i; J r IE ' •,,;� • E.a,` / =EN \ -- 1" ,. ill '!i' dfR .. (2) 1/4"0 TAPCONS LT:W. 1 MIN.EMBEDMENT �/ i . WILCO((STAGOEKD) W% - , _A1 1/2"Min.THREADED rif- � ±..,:-. A;�.. r ��,.. eEVowDlPkwr000 i/t (T(P.) PENETRATION TO WOCO 1 3/'1'-^'^• 1/2- 1 I/8--i/2' ,i2" 1/2' --_0 ELEVATION Y-Y (h) 3/16"0 / I/2• .) SCALE: 1/2"=1" � ALUMINUM «! a..2 POP RIVETS €2) OR Ig f-`-- T yltr;rx".aa :-= -::-- ,� , 4 �jGENSF `�9 E0•--<.L.,�--.,_-�.. v .. --------v------4 `',,(2) 814x3/4" S.S. $ FLORIDA BUILDING CODE (Non Nigh Velocity Hurricane Zane) (2) 1114x2" S.S. S.M.S. _/ 21/8 .N.._ \ I2 1/8"mil_ S,M.S. TO: )AT i i NO.44167 02017 raTECO.lxaNJ. e,wE PENE1RaTtoN BtADE.PENETRATION LOCATIONS SHOWN ON rts,,_ r k= ASSA f BERTHA H.V. COLONIAL.SHUTTER DR.,s., AND TO ADD .{�) 14x2" ELEVATION ON SHEETS S.S: S.M.S. AT MIDHEIGHT AMERICAN SHUTTER SYSTEMS. ASSOC.. INC. Q8Dm, . 3 & 4. lib.% /.�4 0��� j I I L I E C O 1 N e. 1288 VEST FORDS DRIVE Dm, DETAIL X (NON HURRICANE POSITION) vie ��.-.' `0 L FTESNG&ENGINES NNQCOm.MPANY FNONE:WEST 0007322--7204,Fnz 000209-8309 17-216 SCALE: 3/8"=1" "1%,..;. TIS ONAL.„'„icy t,, 023)021-15)0.EB-QDns.: m... asosm" an ,, tt:�., w,: y„.•- 1 - vuw: 20. 111 (com.rn. Fc Ma _ ,1,i ilslfNt PL0F70.4-L l'1s1 W E.-_...—_ -MA bleier- 01/1111 .. - 7 or 1s= -- _-_ __ _.c _ - s .. • SHEET -- — „,—(1)OR C) (TYP.)---„ i 0 OR 0 (TYP.) ./..---C)OR 0 OW.) i / i , i ''•-•.. / r r / . / ' . • . ,, • .. •. • - . • *•:-.-,.i..._ ' . / .- . .7 ...,. ... (2) # 14x2 „/- S.S. S.M.S EACH 0 TO j EACH CO (8 SCREWS/STORM BAR). ::',-z--, --,,, •1-.:-:.-----..___-. , ---;--.t . . ---.__.... , — :-. a,.,......„- \ -N. = . . ()EACH i -,.. --- _ -,,,, .,;' ..............._., - _. „ / 0(TYP )/ z i : ; • . ' Ic.:4>, __;;;•.. , ,r, .17,.),.„,_„, -41 ”-;''` 4;5- 1 % : '''', ‘<t›.). 401 '1 `"L .' : 4›,,,,,'''..SE wi - •au4n'•i.',An"rtu`ss.h-.-.i,"in,roI, m als r-.9' :, O'N'''zIN.:4I1 NIINO;Mf IIIIIIII,II'IW-> -a-,l NIN"II.N1.1IU4,„,,N,,ik"s.9i.11,111110.11-IN-;N,..INNI 'i'Grf.) ' /tcCONT. ,,/ I 1 .' • . ' f f ,:.,,, : I f '••••'N 1 /F )I •„`, .,""...., 1 '•••••",,l'''• ,,,.,,. 1 I ; .. . .._ . . .. . . C ONT. - , -,••••-... •e •-- ,.. '-•• '' . . . ' ‘• ..., -,-,'`'''S--`%•<,..'.'''''',7-.7.__,.! •'. , , „ __„------_ , . . •.,, "..- \ , .., l'`...,_ - . ' -0 OR 0(TV.) ---- - --,t ,.. -........ _---,. 'ti,--- ______ ' .-.:'..-------.;,:----—• — ....., „. , ...,,,. - . ,..., i \ —.--, r---- 1/8" MAX. GAP ,,,/------ 0 OR( )(1W.) ..... ..-• 0...,. / .. \::.:4N1S64.7\1:1!* -1 DETAIL 1 (ISOMETRIC) ,„,_,.„-,..,................./-,,--... -4,-/.N • •,.* FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) N.T.S 422017 SOX&ING 14.L * ASSA / BERTHA H.V. COLONIAL SHUTTER __-_7........ i 4 . :: /44, / I11LIEC 0 I N c.\ AMERICAN SHUTTER SYSTEMS ASSOC., INC. Dm, 4260 WEST ROADS PROS WEST ALI/DUG&FL.33407 MONS 000432- (581) 2206,FAX 209-8300 2-.,,,_ ,,,,,,,,,,,,,,,,,,,,,, ,, Wcw"4n.30447.0,t:IrIO..ir;•.(gr,m„wm° a,. ,a.., ,..„ 1DRA7,a-t42;,. a 0 ES-0008719 vtALTER A.-SLUT Jr..-P.E. - - 1 . . - - _Ow 16-052 _NVNOL...E._ --- '- SHEET 8 Or-le -- - FLORIDA Lk.IF-44167 I • i +0C OR C1 +0H (8) REWD. (8) REQ'D. C)+0 OR C1 + H lel ALWAYS TYP. ALWAYS TYP. i `•1 —26" MAX. UNIT WIDTH. 26" MAX, UNIT WIDTH. -26" MAX. UNIT WIDTH. ----I I 26" MAX. UNIT WIDTH. 1 f i \ o o / io o t ` o ooo 0 ofi I �: ao 0 ` 0 \ ° ° f 1 t e - ° 0 q IA 0 - „„ o o ' 0 � — ---- a ,^ _--.. -_ WC' T,, _ i ._.__._ .._ �___ • 1 f \... .=7' i..._.. DET /1 bo 0 (8) Rai' ALWAYS TYP DET. 2/140. 2 REQ'1. 0 ( 1 3) REQ"D. 0 q 0 0 2 4 ti / I ALWAYS TYP. -ALWAYS ALW TYP. ! 1 t 2) REQ'D.— r Du b o ! / i, 0 I S ° ° � _ 1�LWAYS TYP. r LWAYS TYP. I `�) t t t ua_...n i 1 jo �.i.0.1 ) ! I0 Za I to -._ _.. i t, . . �: 1. its --- - .--.__ :s '- - - ._1~,��, t` .�{-EACH Q) tl b DET. 2/14j`0,,,...--e. r —... _ --- �� — -•..Ij_(D(IYP) ~ I r, OR Al (Tra.) j oR Al (TYP.) . ;�J DR At: MP.) rt. tr�}A OR Al (TYP.) W cc a i.. p n a •^- t 11.a OI p l',',1_q. p o1 ` �o I b u, B 1 Byi 1 Glc' B /11 w . -- 6 0 I ;a a 610i •01-0 *_-,. - ' o r' D'/11 P ° D'/11 A'/1)t ' ' \A'/11 D'/11 ° q 1 D°/1 1 00 , io o 0 o `` : 0 0 I i ° ° t j \ i / o o 1 %i ° °i yy 1 '4 �C,/! D „E 'f til—` \. p .I E .—'' aD ,/1ol j - 105" MAX OVERALL Wi(iT"'RAT-j't TYPICAL EXTERIOR ELEV. QUADRUPLE PANEL �, s*....i s.••:...... FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) (HURRICANE POSITION) `�0„""E` ASSA / BERTHA NV COLONIAL SHUTTER „`t,; NO. N.T.S. i*; : TI I \ AMERICAN SHUTTER SYSTEMS A SSOC., INC. "1,1,,i/." A:S:D. DESIGN PRESSURE RATING:' +45,-45 PSF FOR CONCRETE ORp� 5 ecILEC o u c. 1268 e DRIVE WEST Paw BEM n.31407 • CONCRETE BLOCK WALL. =i�<\,.a•rj z, �0TTE:snaEc,eEmo v+PAxa NONE:(0001432-2204,TAX:(969109-8330s7-zt6 .••... p :« ism s 0(13y1/1••1531 O MAXIMUM A.S.D. DESIGN PRESSURE RATING: +40,-45 PSF FOR WOOD. • ..,,,`IONAI. ,�e`` - �o ,;� ,,, _-..,. .., ,"°' '. `""4, ;- - WEE? , Or.,, • 1 ,., 7 '•'-'77.--ny-7.: F.;:. 1/4" WOOD HEADER_ . -,,,,,•<,.- REQUIRED -11---- --., =;• 1.. • ---- ;11I-• MAX. 7 / ' ik , .,,f- 7 / t -47,,,,t, POURED CONC. OR CONG. BLOCK 1 WALL... 2" REQUIRED. ,/f 2*' ". MIN. (//' i MIN. / , ,1' 11., . • 7/ ••.,,„ r.. ,_, "•,!,: 1 il•-1, vs \ i,.....(0 -',c) , ',...„, ,, I'777,•/:•!://e/ 1 \e 1 1 vx..-,1•-,IN, -,..= ; 1:;11".J.1II1,I:,-L=,-,••••,11„. vs...., ___ 1') [T-11''''''-".' . .(1• 1 •-• •-r"F-\ ____ i II ,.,,; 4-1), I (2) # 14x2" (2) # 14,2" _ I _ 'es,, S.S. S.M.S -111:4-----; -,.,4:,-r----- S.S. S.1-,15 EACH I11-1,6 11-thH- C)TO 0(TYP.). \\ ,,- rn---1 ®TO 0(TYP.). 1t, . ; 1 'v' EXISTING 1 EXISTING 1 ,,..,), GLASS L__ 1 \,,) oreeN \ ,• )Cont.••• GLASS ; „: ; '4-1 IP 1--(0,Cone. 3 5/8" MIN. t Cc11";,!' ! i 3 15/16" MIN. !t \.„1 I---•SEPARATION 1 vs:1:N,, ;,,,.--(ek OR ig OW.) i- SEPARATION ---, vs,,H ,..--c,‘„)OR g 0,p.) 1 TO GLASS 'N, ''sy I TO GLASS 'N•Lt;1 ?r; NY I r, , / ...,... I ' ,—, ' - I ,,,,,,,,, ,....,, ,._4-1) I „,_ - s.,,i; / •-01 ADD (2) #14x2• S.S./- ' ADD (2) #14x2" S.S.,/ .., -. S.M.S. AT MIDHEIGHT - :7=-1 S.M.S...,. AT MIDHEIGHT - • rm.----, AT.(9iOR @ -..A.:: ATWOR fa ! ,genir lJ141-- j-4Pcent :'' '111111....., 1 1 1 i I '41m"it \ ,--- 1 i a '—,qpcorit. i 1 r--- ; ; .1, OR®(TIP.) I .; 1 , ;,"--44 CRJ)., (1TP.) I I iI i ;,'" . i I (2) # 14x2" ,•--Cl...) (2) # 14,2" I / r-<_FT) ; S.S. S.M.S EACH S.S. S.M.S EACH -1(1171 -- Oro 0(TYP.). c)11\kot.ircri....-... 0 TOp(TYP.). 1 I I-n-ni I , • •-•......; . CiI;Cont. ! -••••••• allOcnt, ..L__=,- Not i ore II • 1 ; EXISTING ---, GLASS 1 (1) GLASSI • I E) ..) 1/4' MAX. GAP M 1/4" ll MAX. GAP 11 1.J ;*•,-;.'i;,,,.... 71 1 \ `<'\ \ \\' ..„ 2"x4" WOOD PLATE I,.i..,:f•::, REQUIRED ..,....,., POURED CONC. OR k ' CONC. BLOCK WALL•, N ,-,;- ,,,i.ryiN A. REQUIRED. 'N•S.,,N• 1 1 -• , •.; - I1,;: • ...'**** • -* WOOD STUD (9 24" \ 1 \ 't\V, Itl`:-..,, .4...`6,CEN4'..:(0)N. O.C. MAX. REQUIRED 1 ;1.; .,11 1;;;;••1 ;' / „• . FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) No 44167 =017 TILTEcO,181O. *i. * E-or$ ASSA/ BERTHA H.V. COLONIAL SHUTTER c Mt RAVIN GT: SECTION C—C SECTION ' C—C "••,:tai ct- ,V. „ . \ AMERICAN SHUTTER SYSTEMS ASSOC., INC. mini" (WALL MOUNT) (WALL MOUNT) 444 :. 1012 ....,,,144., ilLIEC 0 nig. 4268 WMT ROARS ORIVE RATE: WEST PALO=ACM.R.83407 17. es • ,.. • 41...1.., 0 TWAT TESTRIG dr ENG1NEERR4O COMPANY 17-216 HURRICANE POSITION HURRICANE POSITION •It.. /ONAL. - , eM'',1:;8611.-1a.ymMT(81:11',IV.17,3MM PRONE:(eon)02-22D4,FAX.(861)208-8860 SCALE: 1/4:_= SpALE; 1/4" = l' ...'"..-=,....,,woos- M-0006'7;9 M Amor oomsno 2.88 are.. maim* arc CRAITII,G WI _WALTER.A..TILUTIr.9.9 . . co 18-882 optitr s ' SHIM 10OF • (2)2'A 4"uI0Rm000 ' / SPAM.m - 0 CORNER RMP.) ,y.) !I 1 / f POURED CONC.OR CCNC. t1` / BLOCK WALL R007ARE0. DUSTING GLASS. 3"An. ;r I -_ t T.E. 2.125•MIN. u Bk Bk - 2..118' RN.. 2.725'MN. 2.125•N71. r s. t/ i \ �. 2.3TS`uw. T.t2S'WH. r PENETRATION NOTCHED: �BU`?E PENETRATION �, j BLADE PENETRATION NOT NED z: ,nM PENETRATON BlAOE FENaT1aN BU1D TION BLADE PENETRATION T y , • 2.1 `u01. {�p�� A 21'PAR. _ r ��/ / AI RNL ._ . 1 `"'! )n Rp $LACE 2ENETRATION DIAD:'PENETRATION }� a2 Lyi • � / LL?? %/+i/!7%%/orf/.MI'%`^ /1_t E ( r Q E1A\ , w. ) 4' _ )) ( N / i t. Q r A34. f 1 1 I TA. r: BUl T/4.0 TAPCW45 4.w. ' 3 i ' b IAPGONS I.T.W. WALL. (sTu08400)*4 -.ww..-s -�� (`:sanz . _-_--_7 :X"l`_ - _--" :r: i '---.,w.-,- '�'.2.- -.Y'zL ��t}1/ ( i zoo wuL. x.11.... C _... �1. ���, -ate- --. -'"fir•`"'�: '- ... - -- ---- - ----- - -- ------- { / f1 _ (STT EREO)w ' -� '11 _ ';,. 1 ��r {{I --____-_•_ - '11---I 3l__ \Lj(�`� `S�2-EGA.THREADED k'5, - ._ I - .-. •..t ....- ...,6.d j i.«...:....... ...�........ _._n •. - _ - /_ °?� , \:J PENETRATION TO ND00 C1 1 �. �ry'5..wn tz x(74:2" 4 p (2 $:4A' 3vry�_ /(1 . '1�w.�; �f � V 2)1114E2'5.5.SKS.Al TOP-V `I�y_'i✓/ '� --"\-.-11.11:1.1"..---i SUS. SS.S.M.S. j �lV "r A2})/TITAAo22''uSScaaE s AAoo _I AUNMaM-, \t �Q�_/ SOO COTTON CORNERS ADO(2) \t_J /(A)3/Teb-. L{4)3/f e'° �fl)/. 4/ -(4)3/16`° �p'}... SETION A°-A' uUM2ivM\<-3„- IT+•2's5.SMS.Al EGONOCk1E• pop was PCP ANUS IF#A2'S5.sats.AT tROtsE1G1{f \--\Of FOP RIVE ALUMINUM PCP WETS EA SECTION B'-B' SECTION D'-D' SECTION D"-D• SECTION B"-B' /1\, PLAN 0.0.0 ,(-!�OR ( ) (TTP) e®OR ) (l?) 2.125'MIR. / / 2 12S'0,N, !ri/mE PENE1RAn0N E BADE e17tQRAn e POURED CONCRETE 1°p 2.1"1S''WN. TCN T - 2 A 4 2125 Mw. } + M l2)2';E4" -- � BLADE PENETRATION BLADE pEl,ERlATRYi f^© 8 � (E)-\\ --+ 5f /OR 11T-._ TTF ,�t \AO TA P - ��w�=300",�---2.700'-.---��5pp�'• AT�$RM.M. A •.•••�0' 7.729'-�.500 CORNER YP 1i � TYP1 I m RN R s �\ 1iiTi i r Jr„. 0 fl -© 0�;i , /' -0 4 .m(2)1/+•°TIAGONS 1,7w.'^4 i`© �� � '� �� - - --- ---- � ..... __ � �y G S1 i / 4 la �_t t/+'a TercoNs Lrw.{ ` _ "t ._ .BURiTF.A(STAGGERED)'N/.i BALL. (STAGGERED)TO - " -11-11 1�"'" ---._. .._., c. `3 WALL. i'` • a`- OEC R'. « .` -�- -- I 1/2'INA.THREADED i 111. I,^ "�11- ' _`Fairi �y- ..01 F? ^ --___-_:= -.---d - rs, - --- :: ,S-. PENETRARON TO WOOD' Lilt NM ` H ,.x'.895 i E01'b9a• N.SYS Mit r 5,.�J (2)bli+T" i.80t t t.883 ._ (. _ "+�,,t 5.545 - 84J' 500• ' (s)#14421/. .5 M' 500 gs E'. .f 3.SACS, lz)parr [� o (4) E 'D P0000/OP T U- 5.5.5u.s V � 0- POP WETS �_8 VIEW 1 (PAISS ( ; " !'l,AAT1ON) lJ •:' i.°y�4';" CENSE•••. . FLORIDA BUILDING CODE (Hon High Velocity Hurricane Zone) .44161 02017 m0ECO.DC ASSA / BERTHA H.V. COLONIAL SHUTTER M.L. i. ANO - S DRAWN 8Y: 1�Y `, ; AMERICAN SHUTTER SYSTEMS ASSOC., INC. Oe s, . • • �\ / I I L I E C O-INC:` 4288 WEST ROADS DRIVE • 4.f �� WEST PALM DEACN,ET.33407 l''',.. o 7+ ••'te°.\• MUT TESTING h ENGINEERING COMPANY PRONE: EST 432-220{,1,f:(581 209-Ba80 )�-"21 n •�\ 0 A3:a Na 34th.S1.,Me.M.v0s;. crows,n 53155 ( ) ) 6 C'� ••"•• 1 PIR,.(515}”1-1530.s :(10)5!1-1531 oTOWM1R ort AV,0,, abwlnl cr[ DRAWING Na 1 V t4 ON 41 ER-00057T9 •&'°' ''"•11014,-1U11�L-11!°IE - wfl.0 OA lTIWTx. Jr, - - an t>-a8a mnlnr, s' - SHEET 11 or 14 _ POURED CONCRETE OR POURED CONCRETE OR CONCRETE BLOCK rCONCRETE BLOCK WALL REQ`D. WALL REQ'D. "'tAr— Ti'� f' 3".Min.. 1 -----.... 3' Min, E.0�/ E.Q..-...''-�� t ` ` EXISTING GLASS i ` \` -` POURED CONCRETE EOR /./ I t CONCRETE i = x' tt c `11 WALL REO•D- t i '7 7 f 1/4" #/4" t J"MAX GAP �!M1- ? 1 1 "%l! i/! x'i MAX- MAX.AA, GAP I.IW(.�� r___„.......„�, : �_mail_ /.i i ;i,.., i --I _._,.......__,. ...---, =----r----1 r �gj lli --- I � ..,.6s_mwJ {am((� OM 1 I 1\�' , TYPICAL PLAN (NON HURRICANE POSITION) N,T.S. • •` _ i Tt1 i\,ti 0 OR ,; _ r,, .4 (• P.) `DETAIL X .Ni-1 1/4" i ,�. \�J U� �11 I EU POURED CONCRETE OR '++ ' %I' s 1'' - ti AO EA ([-CONCRETE BLOCK / !' `c i EO WAW REDID. -(2) 1/4"0 TAPCONS I.T.W. BUILDE�--''- ',,,,,.‘% " ��/ w = _ -- TO WALL. ��/2(-I `� O j , /// 2 1/r— '--y i!�_ /,//1/f2 / �i 4I/�//f//,'`0,77.. i`!. ! , 1 ,41‘"• 3-� OR (dl (2) 1/4'0 TAPCONS I.T.W.J' /A- 2 11/16' 1/z 5/,6--=1 1/2 y5/16• ; (TYR) BUILDEY. (STAGGERED) TO WALL. \ C1 (4) 3/16"0 Y 0 ..._._._.._ t , . .......... I © ALUMINUM ,..Cp}pq C? --�{ _.._. j •i' � � ; POP RIVETS �`-�, �_...____ o ;;-m� a......_ ` t '' ; - 1A -_- - >4'L(2) #14x3/4" S.S. ELEVATION Y-Y 2 , s_MIN. \__© Y� L 3 S.M.S. TO(E;AT SCALE: 1 2"=1" (2) ?/14x2" S.S. S.M.S. AL__f L__J_" � u) / TOP AND BOTTOM CORNERS 8 •DE PENETRATION �__ sa C 9 LOCATIONS SHOWN ON ELEVATION ON SHEET ✓^""f••- ADq (2) #14x2" S.S. S.M.S. i rtf''• AT MIDHEIGHT _-_-h-i.:. ,}x' ;IAA*ltit.Y ;'''�fCRa• ''t/rJ 12._____I- ^1 _ `,`�."�P.�'��iEN�';C''s.'� FLORIDA BUILDING CODE (Non High Velaciiy Hurricane Zane) No.44167 02017 m,ECG.INC. ASSA / BERTHA H.V. COLONIAL SHUTTER u a • :*� aRiwN • * C Da!'rlq . . DETAIL X (NON HURRICANE POSITION) - •'�.` MERICAN SHUTTER SYSTEMS ASSOC., tNC DATE • 1'L i E C coO Ilk. 1283 WEST ROADS ORM. -%.,„ 1� �p� +'4 11, WEST P32 BFAEN,2 Sum SCALE 3/8"=1" '�'G.S.ypQ�VS•.?��' 41 nt.!}i TE$T#NG h ENfliNEERiNG'COYPANi PMONE:.(600)432-2201.FAX(561)208-8380 17-216 ,e,,.,4-9.1s3),.„..-f.0.0,‘ 'C''810�'"!!tJJ��rr CS �1 amw::EHHA-H•r}]'D',Hot (.0!)9)1-ICII �� ' DRAWING No: ` �Y�AL �i�+(' E8-003E718 m. ttamnw a . an --- --'"-- - -- - -. _......_ - '''''''.. .A0„-/ - /I WALTER a HILT .�....—-.1- an m-ori.. 'm • .-- -- SHEET 12 OF.14 - __ _ _ -- -- —'_— -- _—_�.-- - //I F4GRAA Ud. '44167, AlelleiMLWI ///..%//////�/!/1/////!/////////..0'O//C! WOOD HEADER, WOOD j , EXISTING GLASS r'\/' =` t PLATES, WOOD STUDS \ I , 2"Min. E.O. i -' OR 1 2" MIN. / l � 2'Min. E.D. f (MIN.) PLYWOOD SHEATHING i /� ,r� # --- ' 110101 .-1 �\ I�.REQUIRED O OR @1 MP.) - MUM,: j4- fj8"MAX,GAP if4� !r _..._.# --i-.�.....""�r',3 ` `l T A MAK - 4AY �e \ I _...„--_i j ®l pw' 1 t i _' _ . - ''a.�' ..-S1_"3.: 'r.a h.^ r`, IR�^_ I ii r gi �.\ \ 1 __ t - Ir � —0 TYPICAL PLAN (NON HURRICANE POSITION) e µ �`` ; N.T.S. \ I i / 1 ®.\. 4 OR ��� / l i i al J I (TIP.) _ __ _ �, �� 1/2" MIN. PLYWOOD ` ''-DETAIL X ( I-i125(f—!le-.."--.";� (2) 2" x 4" WOOD j SHEATHING REQUIRED 1-=-1 MIN.--, Ii,. ,...7„ j�\,,' -4.444 STUDS REOUIRED \ 1 !r. ,4 t, 1 r , • 0 CORNER (Typ.) l/ /f ` // i r / (2) 1/4"0 TARCONS T.T.W. BUILDER i i.i if.4%,--.___N,..\' at Vdf t 1/2" Min. THREADED .ArUbldlLUlrld. i, 0 1 �u� r - � ! EO \ \ j' �' PENETRATION.TO PLYWOOD }f a ! . 4� \ ' / \1 / ,,,.---" I ''",_---' "' / SHEATHING REQ'D. W/1' EXTRA Itt='I 1 , -- DISTANCE PASSED PLYWOOD ---" `\,! ---------- :::___,_____„,..<-----_, '" n1500 4 �.�... 2 I' f _ _ , w€' : i '1 ter. . `\:J I gE I .„------- 4' ..4/'" ''-T o r (+'�I 2.500".»_.__..., . E. W / I 1 M, ._ - _ 1 �m ili‘ i R �.% - / 1 -! J//;' I L (TTP.) f , i (2) 1/4"0 TAPCONS I.T.W:j �I'' 1 3/4'-' 1/2' L»-1/2' 1,II. I I t BUILDER (STAGGERED) IN/ 1/2' 1/2" � 1 1/0" j'.' , 4' ,. 1 � ._ 1 1/2" Min. THREADED V - _ PENETRATION TO WOOD (4) 3/16"0 t © rti 1rALumiNUM OR @ (.>"''' '-<Q `� OR A (TYP.) s POP RIVETS ice} =.-.._"r. ELEVATION Y—Y '7',.•„/ ,_c) SCALE: 1/2".1" Q . , 1..........___=....4....,"\ (2) #14x3/4" S.S. (2) #1402" S.S. S.M.S. AT f L 2 118"MIN. �``' S.M S. TO '1 AT trd.rar.r... TOP AND BOTTOM CORNERS BlA4E PENETRATON `/ LOCATIONS SHOWN ON 0.7,;(.10.Tl ADD (2) #14x2" S.S. S.M.S. r —�,Me ELEVATION ON SHEET 9.44'QCESS r,/9•:_ FLORIDA BUILDING CODE (Non Hiz�fi Velocity Hurricane Zone) AT MIDHEIGHT IPX...lG';'*_y� ==..r--�= --=__: .w.'.Nrdi :� a F �!._�,.,=..�1. ...a..a.. ' .... '; 0:017 TOM,INC. 4.(" { 13U.4416T ASSA j BERTHA H.V. COLONIAL SHUTTER ow, 0Y: W * Z / " AMERICAN SHUTTER:SYSTEMS ASOC., INC. 08/11/17 -- . �'L�E C'O IHC. 4268 WEST ROADS(An TASTE: 'w�` TI11tT Sf5i0iq h ENgINEERtNq CBNPANY Wks 43211 6 1•Fl. 6107 17-216 DETAIL X (NON HURRICANE POSITION) a4 " e.� .. \4, wv w"no'MT.T..?t.4..`FWm.`c." tics pHPNE(600)432-170I,FAX:(334079-8d80 ' '�t�' ` ! 1815.10.119 14,1-1341 O.e f�ov+ aui 4+•sr ots�*a WR °P.M°No: SCALE 3f8'=1 y.!Uj �[^ !{ WALTER A.14U 44167_ '°rs oe1 x{Irhi SHEET 13 OF N .__"` - -- 411. 1 ALTER lit:(44167 (2) // 14x2" S.S. S.M.S 10 (1w.) i 0 OR Al (TYP.) i 0(iw.) 1 0(TYP.) . 0 OR Al (TYP.)-.; EACH F TO E EACH (-6) 1 I \(16 SCREWS/STORM BAR) '';44 ,,.. :41"11111111h.... „i •----•-•• _ ,• ....'4 ;tr,.. .IS'''.-..',''', .,z,,,.W .111111M01116..- ::-''''''': ' 'grillih6- :.a. wkr- ..1..N.,' . -..._ -, • -t......... ... 1..,• '-:, -. ',- ". • i• . -,'''''; ' - ,- L. •- . ..•-f''. '..- --'...---'t.-..., 1 pA.,;:',1,......, ....,..--.-....- ., 7....%.- ...,,.. ... "-"........ ''...:,-.....,:.1....:7,. '--, -. ',': -•_______ '' '''. ... ''.:-.'. '...-1:. - ,--- T ',,---.o,.-,, *•', , . . _____ , .,•,, . . , . • • ,".c.. eie--- ,,l'S„ re.,.-.3 ,.-. 7.....S.,.S.:;.›.1-".---tN 7 ,, „,„ -,h:*•••,,..... '44-„,9 fi-....,,..._ .. 1:••• •..,,--'7; ,'• `......1;,...,:',. .. i i . . .......7.......-- , ...•......r.......•" 11=1111.111MMINIMME11.11 '. 01 IMMINIIIIMIMIO.1 rinotionamewwwwn ... . • •'' ' .,., , '• 1 i I :' ..-":1-<, 1 '.:::•:::::,-;-, i ' '-;'----i----Jr-II': __ • -,-s- is) \ , . , .,.....,• - ,;-'-'-',.-.• . • , •. . , (PP.) ."',.• \ ® LO . . ,- • (TYP-) ' : ' .... • ITC) (TYR) ' -. , , . ITO (TYP-) . " , , -•.. .... , ,-.,,,,, •-:. ..... , . • . ._._.... . .. - .... ,. . . . • - • - --- - -4 1— • 1 --I I-- i -4 I-- 1/8" MAX. GAP 1/8" MAX. CAP 1/8' MAX. GAP DETAIL 1 (ISOMETRIC) N.T.S ................... / 4' .... • FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) I ' *1 No.44167 1 *t: 02017 111.1000,WC ILL. ASSA / BERTHA H.V. COLONIAL SHU I I tH me„et 1 . ........... 08/11/17 / \ AMERICAN SHUTTER SYSTEMS ASSOC.. INC. DATE: IL ECO INC. 4268 WEST ROADS ORNE fasr9)4,, 0 WEST PALM BEACH,FL 33407 17-216 :... , .i TILL1T TESTING& ENGINEERING COMPANY PHONE:(800)432-2204.FAX'(S61)209-8780 MS NM.Setn.A.St.XS.ne.R.:a GARMS.n 33160 .......% /01V......... .1.... Phan.:1G5)B11-15.30.rol:(30M171-1131 .,... EB-0005719 ..... WALTER A.SLUT Jr.P.E._ i CID 16-00) SHp3/11/17 a EET 14 OF 14 - FLORIDA Lie.j-44167 7 4 I __ ___ -