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HomeMy WebLinkAboutProduct Approval Cook Residence 6307 Lilyan Parkway Fort Pierce, FL 34951 OPENING WIDTH HEIGHT #1 56" 42.75" #2 56" 42.75" #3 40" 42.75" #4 40" 42.75" #5 30" 42.75" BCIS!tome Log In User Registration Hot Topics Submit Surcharge i Stats It Facts I Publications Contact Us ! BCIS Site Map Links F Searchd. i Hui 13 Product Approval USER:Public User Product Approval Menp>Pradurr or Anntlrattan Snarrh>Application I ist>Application Detail t� a FL# FL8523-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived ( ; Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Ernall 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal,com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Emall Quality Assurance Representative AddressJPhone/Ercall Category Shutters Subcategory Bahama Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I.' Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit Jr, the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By John Henry Kampmann Jr. i,i Validation Checklist-Hardcopy Received Certificate of Independence E 8523 R6 CAI AMERICAN SHUTTER 5Y81LMS-A%5&C,.1NC. DRAWING 17-In2 CFRTIFiC63*e OF INDEPENDENCE[ � Referenced Standard and Year(of Standard) Standa ygar ASTM E 330 2002 ASTM E-1886-05 2005 ASTM E-1996-05 2005 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/14/2017 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 8523.1 Bertha HV Bahama Shutter(Non- Extruded aluminum blades assembled together and retained HVHZ)Drawing Number 17-109 by jambs/headers to provide Hurricane Protection. Limits of Use Installation Instructions Approved for use in HVHZ:No Q 8523 B6 11 AMFRI .AN r,Mll R SYSTFM4 AS�C�1H Approved for use outside HVHZ:Yes DRAWING 17-109 f1FR7 A H V ®AHAMA StiU'►`YPRZX 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 Zone 1,2 and 3,Max. Evaluation Reports width is 42"and Max.height is 96"for+45,-55 p.s.f.ASD FL6523 R6 A AM R1P.AN SH ITTER SYSTEMS ASSAC.. design load,Max.width is 120"and Max.height Is 70"for INC, DRAWING 17.109 PROfjUP_T BVA-W- +45,-50 p.s.f. REPf1RT.PDF Created by Independent Third Party:Yes Dack NaMt Contact us:,2601 Blair Stone Read,Tallahassee Fl 32399 Phone:850-487.1$24 The State or Florida is an AAIEEO employer.Ceovdnht 2007.2013 State of Florida.::Privacy Stmement:i Arcessiblllty Sintement it 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 emall address if they have one.The emalts provided may be used for official communication with the licansea.However email addresses aro public record,If you do not wish to supply a pononal address,plenso provide the Department with an email address which can be made available to the public.To determine 0 you are a 6cansea under chapter 455,F.S.,please click SEL. Product Approval Accoptm �MEE��- E ® Credit Card Safe GENERAL NOTES: 1- BERTHA H.V. BAHAMA SHUTTER SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN 2.3) MLNIMUAI EMBEDMENT OF PANELMATE INSERTS INTO CONCRETE OR CONCRETE BLOCK VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6th EDITION) OF THE FLORIDA BUILDING CODE. SHALL BE 1 5/8" FOR CONCRETE AND 1 1/4" FOR BLOCK, RESPECTIVELY. 1/4'0-20- THIS BAHAMA SHUTTER SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES.(MIAMI OADE/ S.S. TRUSS HEAD MACHINE SCREW USED SHALL BE 1 1/4" LONG SHOULD STUCCO BROWARD COUNTY) EXIST, AND 1" MINIMUM FOR STALLS VdITH NO STUCCO. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS VALL BE INSTALLED B.4) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE FOR A DIRECTIONALITY FACTOR Kd=0.85. USING ASCE 7-10 AND SHALL NOT EXCEED THE EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2. BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES B.I. 8.2 AND IN ORDER TO VERIFY THE ABOVE COMMON, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 8.3). SHALL BE FIRST REDUCED TO A.S.D. DESIGN WINO LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO TO COMPARE THESE W/ MAX. (A.S.D)DESIGN PRESSURE RATINGS INDICATED ON NOTE 2. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D., AS TESTED, WERE 140T OVERSTRESSED, A 33% INCREASE SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS. HOWEVER, FOR CONNECTIONS S. EACH SHUTTER SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR INTO WOOD, A 1.60 WIND LOAD DURATION FACTOR WAS USED TO CALCULATE SCREWS SPACINGS. TENANT TO.SECURE SHUTTER WITH SILL BRACKETS DURING PERIODS OF HURRICANE WARNINGS, BERTHA H.V. BAHAMA SHUTTER'S ADEQUACY FOR IMPACT AND CYCLIC RESISTANCE HAS SEEN VERJFIEO IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS # 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE 0510.01-06 AND 0621.01-07 AS PER ASTM E 1886-05, ASTM E 1996-05 AND ASTM E-330 STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE_ CONTRACTOR STANDARDS, QUALIFIED FOR WIND ZONE 3, MISSILE TYPE D, BASIC PROTECTION ONLY. TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH 2_ SEE MAXIMUM A.S.D. DESIGN PRESSURE RATINGS & MAXIMUM SHUTTER DIMENSIONS ON SCHEDULE THE BUILDING TO PREVENT WIND/RAIN INTRUSION. ON SCHEDULE ON SHEET 7. 10. BERTHA H.V. BAHAMA SHUTTER'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS 3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063—T6 ALLOY AND TFJIPER, WITH Fy DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PRIDED BY THE JURISDICTION WHERE = 25.0 ksi MINIMUM (UNLESS OTHERWISE NOTED). PERMIT IS APPLIED TO. 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES WITH 50 ksi YIELD POINT AND 11, SHUTTERS MANUFACTURER LABEL SHALL BE�O,,CATED ON A READILY VISIBLE LOCATION AT 90 ksi TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411,3.3.4. EXPOSED SURFACE OF THE BAHAMA FRAME '� QOR(g)IN ACCORDANCE WITH SECTION 5. BOLTS TO BE AISI 304 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. 1709.9.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING. 6. ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 7_ ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) 12. (o) THIS PRODUCT EVALUATION DOCUMENT (P.E D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i. e. WHERE THE (A) TO EXISTING WOOD UNITS: SOUTHERN PINE No.2, G=0.55. SITE CONDITIONS DEVIATE FROM THE P.E.D. — 1/4"4 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX, INC, — 1/4"4 x 1 7/16" PANELMATE INSERTS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. (b) C014TRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS PRODUCT EVALUATION NOTES: DOCUMENT, PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON A.1) MINIMUM THREADED PENETRATION OF TAPCON ANCHORS INTO WOOD SHALL BE 1 1/2", THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. A2) MINIMUM THREADED PENETRATION OF PANELMATE INSERT INTO WOOD SHALL BE 1 5/8". (c) TM-Z PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY A3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING MEANS. WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES &I AND A.2). (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WALL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND (B) TO EXISTING POURED MIN. f'c=3192 psi. CONCRETE OR CONCRETE ASTM, C-90 BLOCK UNITS; WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, 1/4"4 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILOEX, INC. ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. — 1/4"40/4" ALL POINTS SOLID—SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT Ls SPECIALTY COMPANY. fe) ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE -,.ROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. — 1/4"0x1 7/16' PANELMATE INSERTS AS MANUFACTURED BY ELCO FASTENING SYSMAS, LLC, ``•'���7,�Yni �� /�� ' 3i•",.•••" .,l� THIS DRAWING SPALL ONLY BE USED TO B.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS 114TO POURED CONCRETE SHALL BE 1 3/4" OR.*� OBTAIN PERUITS(N THE STATE OF FLORIDA CONCRETE HOLLOW BLOCK SHALL BE 1 1/4". B.2) MINIMUM EMBEDMENT OF 1/4"4x3/4" ALL POINTS SOLID—SET A14CHORS INTO POURED ? � �7 z FLORIDA SUILDING CODE (Hon High Velocity Hurricane Zone) CONCRETE SHALL BE 7/8" OR INTO CONCRETE HOLLOW BLOCK, SHALL BE ENTIRELY : * ©x17 7X=.`' ASSN/ BERTHA H.V. BANANA SHUTTER uvm`c B, EMBEDDED. =;q1% 4STATE Of NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4"4-20 S.S. MACHINE SCREW USED Sr'�jY t43r IL ECO 1Ne. 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PANELMA7E 0 TO W D- A SOUL-SET OR LN W 1/4.0_ PANEL!RATE 114SERT FLEYATmA FLORIDA BUILDING CODE (Nor, High Velocity Hurricane Zone) NO2217 mnm m,- .4416 LG 7 ASSA / 8MM H.V. aMAMA SHUTTER ,,,,EY AMERICAN SHUTTER SYSTEMS ASSOC., INC. vrz Lut TMINQ Y ENGINUR)"a compAm 4M WUMCAX M1W w= P'wv SEA0f,FLO.CA MA07 17-109 Px OW)432-2=4 W.(S61)209-85W OPA"G X. t".rm A. ip,r f1oRCA an# I A I SY.Ery 4 (IT 7 CONCRETE HOUCIrl BLOCS PEO,aIRED 14 CO%IIER 2' 4'WOOD SAXIS REWT ,ED 5 CCR-isi(T)­pj 3-FOR upcous 3 1/2-FOR SOLID-S2-l"Is'.ED (2) 1/4"0 WICCIIS C Min. E.D. (2) /4'0x3/4' SOUD-SU OR (2) 1/4-0 PAKEL MATE IN-SERT OA OR q2lell INTEKOR WEB vl/IXTMOR v1se 3/16`o TV-) NOTCHED AT NOTCHED AT BOTTOM RAL,1_5i ALLWO= BOTI rom RZL@- 5/16-x21 POP RVUS SACK SLOT H t/4'o TAPCONS OP 14% x 1 7/16' rlPmELMATE C.M-RTS TO f_^_N (2) 914x2- F-H_ SS. SJLS�_ 914x2-F.H. S.S. S.M.S. FR 0 1/.JAME(E�TO 8 0-1 TO M RAIL('6! ;6mm=;E�;4IR WROM JAVB(E-.T0 EOTTOIX PAILI_ (2) #14.2 F.H. S-S. S_V_S_ + (2) 814x2' F.H.S.S. S� 1_, 2 lie .!J.S. FROM J;,M9(E':TO BLADE�8-OR 18)t iFRO); JAP_Btt�TO BLADE; OR, - I v to'THUMBSCREW LOCATION- LOD -T TO SP TO BRACE 4 WD HM� -ACE:AUS 0 MID HEIGHT JWEI SECTION W-8 SECTION A— SECTION B— PLAN 2) 114x2" F.H. t' -EU V//IWERIOP VEB 1 (2) #14.2' F.H. ENTMoR ,,, S.S. S.U.S. w/itTB S-S, SU.S- -OE CONCRETE vomoa BLOCK go7?EDAT FROM JAMB(Cl NOTCHED AT— ,If,:R NOTCHED AT FROU JIWB�Ee T -0-ITOIA 'BOTIOM RAILrQ, RECLYRED REOUIRED 0 CCRVER(Typ.)7 (E TO BOTTOM ZJLCO BOTTOU R�ZLCQ- To 4T,625 0 COFNM (Tip-) c), 2 I/W W-C,-i 00 S�E PfJ-FT"-M i i s MItc;v_ L S ITE oT LO N .. LAiEIlHaH4N1=' -7 ----- OG;. . L 7 77 7 314-0-20 S.S.- (4)3/16% W. Awui,%ljm T?IUUV-CP- -.11 LONG Pop Rrvrrs 'cow"I THUMBSCRE.5. H, --BAcK&Row- V SLOT Lv,.bwj _L=(2) 1/4-0 TAPCONS OR j (3) 1/4'0 TA.PCOUS OR' (2) 1/4'0.3/4'ALL POJ!'TS (3) 1/4'0. 1 7/16 -SET OR PANELMATE INSERTS TO SOUD -0 PANEL YATE RISERT", -j (2) 1/4 FLORIDA BUILDING CODE (Ron High Velocity Hurricane Zero) ELEVATfONA Umm VT_ La. 7 f NO.44167 ASSA / BERTHA H.V. BAH" SHUTTER t2ab•N.B7 9AMERICAN SHUTTER SYSTEMS ASSOC., INC. VAn "MT 7tS1Rl0 k ENGHUMNO COMPA 7m.:fa xCSTRQA113 MIT. PXU EE_".MMRA M407 pa FAX(551)201-Wn 17-109 28-00015719 A-TLw A L SW OF 7 F-�OW KE £L �`'��J W=muga-A ^-i/P0 FSPCSNS '--Ewa sKTs 7) j (sm WeirtLE+1.4G 7) ��'(5-�D•w 73 •� 1 'a t- 1 I ' L2 P A C t 1(a)3Ji5 o C 4 4 1t4a'i3L k 1-2,F.n I B+r~c a tscrr i, ti ;LG Of 4 .4, / TJ Tri tLt:.[. t 4 pr f :01t +lLc t ?� C.3�CFDR LSD ' F k I -C:Ynlff.•SJ3 NBc I .Ferrf LFa � 1 $ fwY,ctED 1 f 1.`I--a 60 .,„ iv ruL� �^ 10P PALS � � t � � cp SEPAarcu k r � ��) 9EE,n 4 T>P. Tti(5 t y E � 4 t }4`. ( ) t r, i 4�t t ,; �'°... � t t. ; ( t CLASS— ♦ t k ` ^�'-hq gip` y { .z.,'`` 144 t 1j l� 1 �E '• e-:„��Y� t EG t 1 t F� €eT 5.3 DE t F 12 1i44 fit.SS r.Flo ro� nJ -fir- cv uue ie OS-ESL.E uur ea p f '^c uv r Eta{ro EP/Cc v re L 4 \1`7—__ o IJD ttFJC.(T t0 ERtt;ur CT7OA a : . si�t +tc4te atre ° d4 F y� t� pD 7/tGo/u>,. "�'• -23 mar./NW '.!,P." ci�u (ar 7E4 w.rr,E Lcas7 { i { a Fl SH-,-.D rxu a/ain- "'o`er S r?LutE�v YEP eanau PaiV , E..,a. 17— r�fwb t(ravueima �� o' 11' �t fi S ye s �S (t "`� �•`� K •"v Pl 1 (} o FART.w.a s 't 4 t t y a s '/ F 4 Y L t ( Ft J/4-0-2D riCMa Smr. 31 (� / (1D 1144'F.ii-f � F {{ t"{ j ��i ���• 11� - t1 � L i� �.5 V 5.5.ELLS. i �k {i`'• 4� �Y �J i{ s lJ ,t _ :64i �k : Clf i Y yk cw. •'-1/•'0-23 ml.,/r.�...�.r to mricu rl�sx B� � i� (a)1144 Fx`, a+,t. ' FtFE;E: f I!� i - ,t i i id)1/+'a rsssr a Cx(s)s1+'P,t r/is' ; k fi p �, •Eq ])i/4'a IhKo�s sa(3)t/+'a•s 1/1c TO WTTtrou tr•1L45 �4' t s 14 R,1 _ -FNiaLVNte r+�ts zD srvD trxr,vDLtr or .�}..'.;4 r S�` 'PuauNtE m^>rxrs ro me tds.ao:.+v xOOD SrW o / wo$%o o t 5N3.s•Wk f.WN:E) ACID�.tYJ o /•. — SAA.3'U.N.tCIMCL) 2eitr0.1 34'0.r-NA2 4'A.C L'An. '. i SECTION C — C $M*.,am SECTION D — D tW� ALTERNATE SECTION D'—D' (WALL MOM) (scsu L'OLINr) tFia (WALL tAav t HURRICANE POSITION NON Ni RMC.4!'.: POSITION 6011 HIJRkIC'•NE POSITION J.AIE:3/9"- t' SERE:3/e'- t' \\T •�VG . .may'$ SZ LF:3/E•- i• G F•� FLORIDA BUILDING CODE (Han It9n Yetoclty Hurri:cne Zone) CONNECTION TO WOOD W(f EXTER�,OR*-, � 441 i (Jb"'���'o AM/ BERTHA H,Y. EAHWA SHUTTER t-c' OR *-, DPAwN ei LOCKING R00 .H� FIXATION "'O AMERICAN SHUTTER SYSTEMS ASSOC., INC. o'DAIE '���,[�• . �0)/ r'.•' •`(,"\\\\\ 13UJT TES7NO!ENQNEERWC COYP01Y 4Tti8 M'ESTF-.X.EMYE ^�()• ZU97 AM PA •' \ L^^.'.aa.37..f.SLA.S�YGi,A(/:JD6.rttPU yiCa W 8:---,F19RIDA S/Q• ...q�lt �}�1�y1� 11t 0a.,trr:a_vt.7 .pct t-,ct F4:(e3'437-t404 FAY:f33)Pm-assn 17-109 P.E"IM 441Lf7 9sas Lunt ntn Se DRA%INC N. f`.LlD4 Lk-0"1L7 ShEEf 3 Of 7 TAA=4t/4"o UP::nS . ,f l Fir s=,'aaa -T>) , �—C=SC s= r SI¢Er 7) t/s a trFccB e/ / (5=Sn-EDME S1+ZET 7) -708 I E 1Pl Y 1 f 15 B44,2'rx f1 ( & S5 SMS. _ ^r:t'aoYvv l� .�i.S SLS. P.T?R.ZS # + = TO 1iJ19 4, FPOL.lh'/a E #(R ;! a q i0 TLS �6 Rk V • TO TOP r' V, { E F + Ft -niEaaS nTe KB `y �`F'u/ ,4 1 •y �66!j a .4 E 4 i.77 `t `, �_ .CP1',i:l,J , 1 TGP RALJ 1 MFr.SE'PAPATImV i1 r CLASS i Z-7 QZZ- s>��r 7) •••+.r,�' �-) 6St�k �t4s� '"-"`�`.,• /'�,J �TF� ,) 4�bs % �'.. �"`"^� �'�J IL `� 3 L S ` y a i ""+'�,- ETiGr 1AV.n aE t0=✓oEr�&OP.�1 `� ! t R y s ��'' rr,,�� a tall•f SS 5_US. •tom ttl4 ;i 14� ! J�---J.,',7, Gv.O tiCyii TO£P KE Y.vR i41 # +ils fk FLv.WJB,'�ro-W'E�ORg j `•, O f1D HEIC,iI IO B-s1rE^ JAM9 OR (2ZY rcR sir1 S # if (TM) OR V J I e i r .. sur Ea WCP (23 3/TsoN. (ttP. `{ , 1/••0-2,[cu nItw-� '�.. I Q , (MY FQR MJJPLEt"" tg ° i t j • # 4 , [ -- 1/4•F-20 2'1U n/N.?' D=CM Al tit pk {`ii ,�G.'� ((.'4 •� k e� #t t�� �� pry', "°l�.rC-1 CORW P,iH D B'J'DY RNL;UJ 4 141+ p .zsG'wu.w-\ tti E1 i 4S A • I ".�J° r[w°'iorl.ws {4)3/tG•O � 5 ` ( Atl,tatrliM '( t '74 , 1 ` 4�c � (! E�- •I O EKJf 1NL1� Y n y. i revti a"rsirewi 4° :t e 4 I j D 4-2H � (2)114A2'FY. t {i 1 t• .. .� ,Q , S.S. _ FFG.:W rE� 't Gvt 70 f:^7TC4}F1L(()' , ' L t/4.4-20 ear w/'.I1' .uT SS.SJ,S J TSa• / •.. Cont i # 1. a �I/.•0-20 bw C/AP.'^i..Ui 4 R (2)BTa,rz'FJK i ` i f t PLATE 1 ! S 4 r Y 0)1/04.0 7AFO',S Ce W)i/r0,1 7/104 t i k # tett' I FIA. a,�. PETO it ,1� �4 S, - phlmL ATE Inas TG S=(-GWCTH GF y S t#' _ _F7 9!4 Y V4FWS CH(3)1/4•e,t 7/te" 70 aOROM RA1 1 ( NUMA7E 953;5 TO S"(ay.--TH Cr ,# #, wm STUO O� ,, '� =0'Y LCA rtut;5_) A4G0 + �• `AO.Y ICi nLv�U..) wx 2s'a FECUREo SECTION D — D PIZ"4EC ALTERNATE SECTION D'—D' a•,�� (WALL MOU1)7) pillA t�n T, �l (WALL 6:0UNn �t•, k /, ,. HON Hl)RFliCh7JE FO517FGN 4y1f�` ,��r��� 1.'0)7 HURPJt1J:E FO<_{TI(Xi l SCA:r:3/8- r 4 4 r' ✓ CFiE 8 - i 1t 1kt '' f �� f �•': FLORIDA BUILDING CODE (Non High Velocity HUrrune Zone) AOO7 S Ep 0 ) 24'O.C. 'MKS !O.44167 ' QT077 743=,�„, SECTION C — C L Jk, ASSA/ BERTHA H.V. BAHAMA SHUTTER cxAEmc H, (VIAL MOUNT) CONNECTION TO WOOD Wj ALTERNATE INTERIOR ms's `//R�,/�.�' "nTE HURRICANE POSITION I L E C O u,te. AMERICAN SHUTTER SYSTEMS ASSOC., INC. n,rz '`, `r 4t 71UEr Tr5TWG Q EMGINEmNO COMPANY 42E8 WcS'R0A S DIME SME 3/8- LOCKING ROD (W FIXATION :,4,�• •,0 ► .,•''��,� ya.XttA.Ya3bs% A6RCLPGGflAI AT57PAL11 ,.fiOR7A+J407 . �s, " •41 F...:sx.>e-,_,. .,_, PY_(8C0)4j2-2204 fAs(--61)20.-8353 77-709 S�ONALE� �4��— DRAW=X. EB-055/„ �• ntUFA A TLLO h„P.L n= /SC73.0.4 1St!44187 SH£ET:A OF 7 CR Z' Fo3'Jt cs11M y. / I/ra ZAK—INS�. 1/4'➢'th" / �/� (iT':SiNG -r; r; ` / \ {S[i:S^t"OriE ,"\ (SiL SM.i[F.RE O'] /� SHS / �% /p��,� Com'3T�Z 7) =.(�\ayy SA SHEEP 7) r B C.- C]P6 u FP.OYi � / i0 Pr"P R7]l�° � 70 iW r'ihT.SG. r (� {ifii.'ER.'fl OEi Td0'TOP Rw1O ltn 'i � (��`~``�'•,ny,,,�7C6•Fh3�,C. Vh S APAmn \�, taY.AETE OR j -. ::J; CCtc.rF.L',Cbt-,,/ CT1:sFET 61091- '_O ts¢mToac MASSQ FLGVRID n+_� (1f1'-) w.>Aga Hin k� r� ( •P Q SHS'TJ FL� (ilP.� � / '_a '�+Vv,,;;`.'„ /� / �•'°"��•�,t:�9 � •+ 2)s„ar G.H.55. —� FFov,aue:jito e+.w:era'.cR�L % i O IYD HEGNi TO,.X£JA'.•(j / � �(2)er,,2•rF[.SS.SLS. C e� O hi. j F7 pd%L�a'T9 ��08� / H°J101T TO ffiiKE.1441 a3 A sssa'WX CFA, �, y i r F �1 / 'sN r"^'a"""-0440'`_ f.,[*mTttraa<T.� / (2)s/ta',<t:ar- �-) W-% �. `O <T FaP iA s -'�-vti)., gyp"10'l rJl¢>.L 1/,'a-2a E.7.T ll/IG9 ; ,. 0-2a Ea.:V/MT eeemouaRklr' j ,' i / b ezrr°oa�uui�u tiffC=-Kr OR K `` .if�O.cxEa / j'.a,PyoAyapvrn�r.VicuFrsRae nT// '* _ 4 b 09G<Pr2I t4-LOC1g= 1 � c i�•ttI � EA1 6 L an ; �_lv0 sCw {2)112•J Fx01 SS 515, . L � Y CcrS 1 'tom rPON 21713" O Gr.A. to ea�ou 2", { / (2)1+42'FN I / :.-1/e•-2a M3 a/W11-2&q s.sys {r,r/rs vFrzs aR / roe.1Aue c�; (2)r/,ro T-444 OR To t orou kw.co. / {2)1/4'C,3 7/10 FANUMXt MEMSL' (2)1/,',a3/•'P:..Fomr=.,o•.F-T 4i (2)1/491 7/151 v<,Nt wr ardRlrT SECTIONo�c�, SECTION D D tir�T�l.,(Fr 'r/`;,• ALTERNATE SECTION 0'—D' HURRICATIE POSITIOrl TION HUFaCAUE POSMON 1S.y�V' •YE7� /T✓ :. (WALL 710Ut.?) •,� NON NURRCME P=11314 sU'VLE:!/6-e 1• sCteE:J/e' r } �7�.''•.."{ ' SC4:D/B•o +• � T � *� FLORIDA BUILDING CODE (Hon High Velocity Herr;cane Zane) s No.44167 S7 TTEO. 4 * *t ASSA/ BERTHA H.U. BAHAMA SHUTTER aRAw 6r CONNECTION TO CONCRETE OR CONCRETE BLOCK ,�' 1L EC AMERICAN SHUTTER SYSTEMS ASSOC., INC. CAU W j EXTERIOR LOCKING ROD (AI FIXATION ' � �,�'`��wr'� 741sT TESTWO A EN9114ERING COMPANY ,s5S11ESTV047S,ZV-1 >a,evrA rtay.3rta Ycs7 PHl,Mo..nZA01 37.07 QAIAL�� rw c W31—:s.r Vi•_(ew)432-2204 F< (511)209-a7ea 17-109 —w:tllm ad Dfl.WINO Ao 1.1.1• ED-Ob6T- �mvw �•�� "UM b.IEE$Jr..P.E oo U.V .�1, Z. EME[I 5 ar 7 FICROA lir.9,Ite7 I 0 ON✓ Ilea W=a ME S�' 17V (= s1z:9 7) -- S-aT 7) 08 c F_x FCP BA='�a:FR= k To I. I -F Tu-r v 'A IT. cp PAX c rcp wus VOE4 I =I--,L=CR /—OA C. _ZZ E OR OFJ SEPAW= c0cpac Dtzr:l All RmJ A cR ri tP.) Ro" EM=e GLISS MAX.&1W8rk S-1 S.Ws- �O.1ZrE;TO OR OA a V;0 Km4T To GRACE JAYS A' _�2 OR A cR A SE, (2)j/AS Xr#'= (Tv.) 01._WATn_1 IM) MIT=P.-Aco 6m7 O�ED AT WAC. w"ov pa't G G gg/1 11 L ,,c4zk (4)3/16 I .2W U-�GP- W� D nx 0 (2) C." C..L (2)�14 FIL TO 00 -Ile 0-20 rml W/ cv'_�rm ca S.S- MNVZM Awar L TO scriou pma '�4 (2)114"1 7101V AWCEL'On MMM (2) 'ft7llr�POt-T CR "O'Ej (2) '..I 7/tr F.4--WIAn riWTS SECTION D — ALTERNATE SECTION Q'—Q' (WALL UOU)rI) (WALL MOUNT) MON HUPRCANE POSMON NON HURPCA14E POSITION SECTION Q Q sc4L.3/8-. r SCALL-3/8,- 1, (VIAL-V.OUNT) t FLORIDA BUILDIING CODE (Ron H;q;i Velocity Hu cone Zone) HURWAKE POSITION NO.44167 SCAM 3/b--1. -mnw,M LQ ASSA/ BERTHA H.V. WRAMA SHUTTER m"By CONNECTION TO CONCRETE OR CONCRETE BLOCK 07/22/'.7 AMERICAN SHUTTER SYSTEMS ASSOC., INC. CATE INTERIOR LOCKING ROD R FIXATION • _,rA261%W.7_G*s CAPT W_ PAW IMtK FLa-10A M.07 Fft f&77)412-r,04 JAX, 17-109 DRA.190 R. ES-o"67" AAM A-LP.E. 'W J"' ul- ERUT 6A 07 7 SCHEDULE#1 MAXIMUM SHUTTER SPAN"L"(in),MAXIMUM SHUTTER WIDTH W(in)FOR SINGLE(CASE 1)& MULTIPLE(CASES 11&111)UNITS FOR A CORRESPONDING A.S.D.DESIGN PRESSURE RATING FOR INSTALLATIONS INTO POURED CONCRETE,CONCRETE BLOCK OR WOOD SUBSTRATES SINGLE UNITS ELEVATION MULTIPLE UNITS ELEVATIONS 8 SE_I:INAL_1 NUT 8 S :WALL MC=V,:f a CASE t• :WALL Li4'JMT BAHAMA SHUTTER ELEVATIONS fill }--w--4 �—DOJBLE U):Iz--] �------FRPLE U111TS----4 S NCLE WITS MAXIMUM A.S.D. CASE DESIGN PRESSURE MAXIMUM UNIT MAXIMUM SPAN INTERIOR MULLION MINIMUM SEPARATION RATING WIDTH "W" (IN) "L" (IN) TYPE REQUIRED TO GLASS (IN) (P.S.f.) +45.0 —55.0 42 96" N/A 4 5/$" it & 111 x-45.0 —50.0 40" 70" 0 3 5/g" SCHEDULE#2 MAXIMUM ANCHOR SPACING AT TOP FEMALE HINGES(B� FOR SINGLE(CASE 1)&MULTIPLE(CASES 11&III)UNITS FOR A CORRESPONDING A.S.D.DESIGN PRESSURE RATING&SUBSTRATE TYPE MAXIMUM A.S.D. SUBSTRATE ; CASE DESIGRA7INGSSURE WOOD POURED CONCRETE * NO,4416 3 SOUTHERN PINE No.2 OR (p.s.f.) CONCRETE BLOCK +45.0 —55.0 12" 7 1/2" II & III +45.0 —50.0 7 1/2" 7 1/2" FLORIDA BUILDING CODE (Hon Htgh'Veiocity Hurriccre Zone) Ozm7 nrico.ra ASSA/ BERTHA H.V. BAHAMA SHUTTER Ec o7/za/:7 I�INt. AMERICAN SHUTTER SYSTEMS ASSOC., INC. fu7E Ti T 7ES3WG&ENOfNEEWNG CONVyiY 443E 1Y.57R000S O?,.2 e..•as.'Lf. XS'ALY.I h�i 1:51 AL7 PAJJ MCH,/1ffi'TA 3'407 .ma.t's:mf-+sn.r ai an :, Pr_'f%*-'2-2204 MY,(5-50209-MO 17-109 e-moh td.cpn 'S4AM'WG No ®-=0x5716779 Wi1fER F.iO.LR L.P..E un•� N 7` lCP= SytE7 7 Of 7 F L'c;44167 REVISIONS svE u mn A O zt� �e o m•MAR lD•MAR a S. �o BB•MAR < Ei& 059 o a� DOUBLE FIIXEL WIDTN BD'MNL(SFE iLBSlIJ 1xIXE PANEL WIDTH I30'MAR(SEE NBSaJ ���f ' 3Qe r�iQ 9� og slxcLE vAxEL vnmM � /3'MAR.(EEE ilB53lJ SJIE'Del(MIN.)S.i EYEBOLT ru-1 EAST. (SEF NOTES f00.TYPE5) � mN1AETFIWDOD/ORl Ma STRUCTURE *EEI� '(SEEfl85l)) _NOTES: O1. DOER NMREFIACEFLAFWIO—SM51D"RE tTMnASUWIEMOO) QE FL8531-AA FRDDUCT APPROVAL FOR A LL',—MATER.. 3ANNIERTUIE METHOD FOTITNEp0. ALLAXN.Y5156RlWMRIA3I�WRNASM�F-Ib6-05, i,3OIEEEMSANDASCE l-WFIEASESEETLB53l FRDDNJUDMUR—Ell FR®F0.WALL Ey I1 02 ATTACNNENT XEIMODNMAAMUM VAHEL SNB FjC.OF W L TYFFS OF EYEBOLTS TIUT MAY BE USED: V) I.I. 5/lE•M E IAOSTYLE W3 I—)INTO C08CREE,1 IFFRTNSE0.T '•".'.11 WTrxX EIlBEDMEFIT_EM COxCRETEJCMUSTRIILI lz sllE•xB•sxanDER STr1E EYEeoLroowELBEroArIMTN.) u. sill X3-(MiMN.)tAAG—EINFO K=-u 2 MIN.EMBEDMENT XUST BE ENTO NOSE SfRLETURE(NOT­Q% �q oN••,.•A� a� SNCCO,SIDING,ElG) 1. MIxIND.OF mA STAW—STEEE MUST BE USED(HIDNEA mADEs ``��Y'•'J BF••..j•��� �IDJws•• nECOMMENDEU) A�jERMOD MR mm au pAOTEQTb GIDGt¢D IN ACCORDANCE WITH yr ALTERNATE LOCKDOWN AI-fACHMENf ME�J10D = t—ON E DFIA�IDA BORDING CODE SHEET „�ONA41111�� J