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HomeMy WebLinkAboutProduct Approval I i I - I I — i i REVISIONS . I JEe,.umu I i Q 0 ua. u� OZ . )P 3wL )o•Mu a o Zu, �O �J 9fi'NN% Q S <W RS �z-<i Sax 7 W�9 DOUBLE R.WR WIOOI BP MAIL ISEE f16333) � TRIRE enNEL WIDTH IZP MAR(SEE RBS3J) Fj <O q5 SINGLE enHEt YAOM � .3'MAK(SFE ilBfizl) �_ _ S)Ifi•D FES .)SS.EYEBOLT NOtETF/SVOOWOBI (SEE HOTFSFO f00.TYRES) a STRUMRE eA0.T•E'(SEE MH53J) z Q 2 SEE 1O S enRT_ (SEE FIBSm) F, U7 ,�s$a y�O� eaaT-N'(see Res:J) eAiIT'n'(SEE iL8J3J1 0 _.. HOES: U 1. OES NOT PEe1n�RMeROVn1./RB53J-0.<(OG56A APRUD-Mj u 2. SEE R8J3J-0./eRODUR nDP0.0VnL FO0.n OSTb NLLIuiFAlAls ]. TNIS IS AH ntlE0.3UIlE MEINOD fO0.1nF 11UNUtiLNE 109t10M' Z qq .. ALLIIIULYSI ISWmMRIIIN�WIfHASTI4EPENM d OEd ASTM�f�199fiAS,B ASTM-E�lJDD3,AND ASIE)•10 IB•MIN S/B' S. nTTAgE MEENi METHORD Mn10 VAHEtFStE��0.Wnll W J=Z - nu e ri Q Z EYEBOLT NOTES: O I. TYeES Oi EYEBOLTS TIUIT MAY BE USED: W O LL 51ty%1'UG STYIE WIM]/B'IEAD TYEE,SN1EnOFA iNSFRT WITH 3'EMBEDMENT(MIN.)INTO mNO E/ONUSTWDTURE ...3 _ l2 11IB•%P SM WLDER STYLE EYEBOLT OOWR B EiOEY P(MIN.) ' EMBEDMENNINFOWNLTU:TF/OMUSTRIICNREst \\111111114// 1LJ-MIN EMBEDMENT MMUST BE LNYO HOSYHSTRUCNRF(NOT YASCA, ;\\\ W-3r3///I% ..rr _O-SIDING,Frc) pl1,,....,,,pR ]. MINIMUM OFJW ST4NlE5S STEEL MUST BE USED(NIGNFJ3 ER S =6`� \SCENBf:•.,I`s pJWSrr RFCOMMEHOED) LI3R A��ES�L atl II IIIDD IOR 510 CL ALTERNATE LOCKOOWN'ATTACHMENT METHOD CRDI[E]YbN ntswrgD mn—COMING n0l WTtu = Llaioni L olLL3�on euDnlnc mol. SHEET AE6f •� � S-1 - ,.TONAL„YLYA� F , r�tret''•�`' t,rilPS �•�t lit.:% � t3IF SP�-,f'e;��f, � t \J (��R„� acts Home Login User iieglatration Hot loplcs Submit Surcharge Stats&Facts Publications Contact Us UCIS Site Map links Search I Florida r (ilI USER Publics Useer Oval - fi Product Approval Menu>Pmdatt or Application Search>Application US >Applleatlen Petall -— --' Fl-# F1.8523-116 Application Type Revision Code Version 2017 Application Status Approved Comments Archived ❑ iProduct Manufacturer American Shutter Systems Association,Inc, Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com i I Technical Representative Address/Phone/Email Quality Assurance Representative ! Address/Phone/Email j Category Shutters Subcategory Bahama Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit Jr. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Henry Kampmann Jr. © Validation Checklist-Hardcopy Received Certificate of Independence Ft 8523 R6 COI AMERiCAN SHUTTER SYSTEMS ASSOC-INC. j DRAWING 17-109 CERTiFiCATE OF INDEPENDENCE.POF I - Referenced Standard and Year(of Standard) Standard Year ASTM E 330 2002 ASTM E-1886-05 2005 ASTM E-1996-05 2005 Equivalence of Product Standards Certified By i 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 l Date Approved 12/12/2017 SummarvaP Prtldpcts FL 0 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 FLES23 RG It AM RICAN 5HUrJ R SYSTEMS ASSOC., INC Approved for use autsida HVHZ:Yes LARMING 17.109 BERTHA H,V,BAHAMA StiUTTER.Pp 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•t•45,-55 P,SA ASD F(13523 RF AF AMFRIC-AN SHt1TT Yrjj ��1i55Q�„ design load,Max.width IS 120"and Max.height is 70"for INC, DRAw1fi_U t09 PROgIL S&VATLON +45,-5o p,s,r, ItFFORT.PpF Created by Independent Third Party: Yes $urx Et I ' I I ' r t ;:7F11 tllnsr St.—Road,Tollaha<a.n Fl 32309 tManpt 5.Q-4PJ•c874 'n)c State of Florida is an A NEEO employer. ::I'Muc_ Slidef¢rt::®r'53At ii v SlaMment:;Refund Statemont Under Florida law,email addresses arc public records.If you do not want your e-mail address released in response to a puWic•recores request,do not send electronic mad to this entity.Instead,contact the office 17y phone or by traditianal mail.1f you have any questions,please contact 850.487.1295.-Pursuant to Section 455.275(1 J, Florida Statutes,effective October 1,2017.kensees I:ccnw under Chapter 455,F.S.must provide the Department with an email address d they have one.The amai:s Provided may be used for official conirnunirat;at snot the rcewm.Ponever email oddmsses are public record,If you do not Nish to supply a personal address,please Provide the Department-I?)an eniad address nnich can be made wMirdwe to the public.To determine if you are a licensee under Chaptef 455,F.S.,please click h•M. Product Appro"I Accopta: IF „__c,: cre! l:i Caw, $afe I I 1 r I , I GENERAL NOTES:' 1. BERTHA H.V. BAHAMA SHUTTER SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN B.3) MINIMUM EMBEDMENT OF PANELIIIATE INSERTS INTO CONCRETE OR CONCRETE BLOCK VERIFIED FOR COMPLIANCE IN ACCORDANCE WRH THE 2017 (6th EDITICN) OF THE FLORIDA BUILDING CODE. SHALL BE 1 5/8' FOR CONCRETE AND 1 1/4' FOR BLOCK, RESPECTIVELY. 1/4'0-20 THIS BAHAMA SHUTTER SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES.(MIAMI DADE/ S.S. TRUSS HEAD MACHINE SCREW USED SHALL BE 1 1/4" LONG SHOULD STUCCO BROWARD COUNTY) EXIST. AND 1" MINIMUM FOR WALLS WITH NO STUCCO. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED AS REQUIRED 13Y THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED 6.4) 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 13.1. B.2 AND IN ORDER TO VERIFY THE A80VE CONDITION. ULTIMATE DESIGN WAND LOADS DETERMINED PER ASCE 7-10 B.3). SHALL BE FIRST REDUCED TO A.S.D. DESIGN WAND 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. Y r!'RE NOT OVERSTRESSED, A 33% INCREASE SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. IN ALLOWABLE STRESS FOR WAND LOADS WAS NOT USED IN THEIR ANALYSIS HOWEVER, FOR CONNECTIONS B. EACH SHUTTER SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR INTO WOOD, A 1.60 WAND LOAD DURATION FACTOR WAS USED TO CALCULATE SCREWS SPACINGS. TENANT TO SECURE SHUTTER. WITH SILL BRACKETS DURING PERIODS OF HURRICANE WARNINGS. BERTHA H.V. BAHAMA SHUTTER'S ADEQUACY FOR IMPACT AND CYCLIC RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS # 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE 0510.01-06 AND 0621.01-07 AS PER ASTIA 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 WAND/RAIN INTRUSION. ON SCHEDULE ON SHEET 7. 10. BERTHA H.V. BAHAMA SHUTTER'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS 3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063-T6 ALLOY AND TEMPER. WITH Fy DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE 25.0 ksi MINIMUM (UNLESS OTHERWISE NOTED). PERMIT IS APPLIED TO, 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES WITH 50 ksi YIELD POINT AND 11. SHUTTER'S MANUFACTURER LABEL SHALL BE OCATEp 0 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 CE AD ORaE 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 AL.UtMIUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL LABELING TO COMPLY WITH SECTION 17C9.9.2 OF THE FLORIDA BUILDING CODE 7. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) 12. (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 (A) TO EXISTING WOOD UNITS: SOUTHERN PINE No.2, G=0.55. SITE CONDITIONS DEVIATE FROM THE P.E.D. - 1/4.0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDER. INC. - 1/4"0 x 1 7/16" PANEUAATE INSERTS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS PRODUCT EVALUATION NOTES: DOCUMENT, PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON A.1) MINIMUM THREADED PENETRATION OF TAPCON ANCHORS INTO WOOD SHALL BE 1 1/2-. THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. A.2) fgNILtUM THREADED PENETRATION OF PANELMATE INSERT INTO WOOD SHALL BE 1 5/8-. (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY A.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING MEANS. WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH _ PREPARED PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES Al AND A2). (d)�ISPE IFIC PROJEL S14ALLCOME BE THE BY A FLORIDA OF RECORD REGISTERED FOR THE PROJECT OR 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, ACT114G AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS 1/4.0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEK, INC. LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW!. 1/4"Ox3/4"ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & / SPECIALTY COMPANY. ""JAWii)f) ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE 1/4"Oxt 7/16' PANELMATE INSERTS AS MANUFACTURED BY ELCO FASTENING SYSTEMS. LLC. t",�'� R PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. Q\�� l�= THIS DRASVING SHALL ONLY BE USED TO 8.1) MWIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4" OR; Z OBTAIN PERMITS IN THE STATE OF FLORIDA CONCRETE HOLLOW BLOCK SHALL BE 1 1/4". FLORIDA BUILDING CODE 9.2) MINIMUM EMBEDMENT OF 1/4"Ox3/4- ALL POINTS SOLID-SET ANCHORS INTO POURED * � 7 (Mon Nigh Velocity Hurricane Zone) CONCRETE SHALL BE 7/8" OR INTO CONCRETE HOLLOW! BLOCK SHALL BE ENTIRELY ¢. * ?* ®20t7 TIL=¢O'°c ASSA/ BERTHA N.V. BAHAMA SHUTTER ' EMBEDDED. 0uxx By NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/410-20 S.S. MACHINE SCREW USED s' j3l 1 `•'. �+`t+�V,� TL EI C O Lac. AMERICAN SHUTTER SYSTEMS ASSOC., INC. 07,r8/17 DATE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO, L^Ij+ \a��� sus �� s��NAL�NCs nwr resrwo m ertemerwe+e eauPu�r •tss PALM BEAR,FIOMA 33407 ..,WWI- Px<eroH•2-u0s FM(xt)x9-OseO 17-109 EH-GOG02 rm eb.� OHINVC fb A'Ali[R 0.fet..IR b.,P.r aP:S.m FLU=}q lic fi µ467 snrr 1 OF 7 .302' in R-033" o o ¢ 0�4• o }Doi 45 { .213' T` o i 078. ' yyR330 110 m o' ^ A25" a d o o tiry 7 2.330' 00+ j m^i- o.045 T+. t.030) �. R.125� J (1 Oy0 oSo. ° + 3TV• nr .179'.F._ %q i-T--.rL---t--_ , R 415" g 1� .39 ' n .07T' n 0 �6'. qn 2557 R343' �1.625 ).700' o�, R�Sy a 1p n o, '1 1 20LT0" {�--2.125`(tA20 .— 2.972' ® LOUVER Qt M YIS18IUTY a8 1 f4" B.O. FEMALE HINGE _182o, i szo'--J o BLADE 000VER BLADE O TOP RAILIMALE HINGE DO BOTTOM RAIL a EO JAMB s. 6O63-T6 A1urn ALLOY 6063 T6 Alom. ALLOY a.000' I 1114�5-1 1/4m t.250" t.250"--� f--7.250"--I VE Y HOLES 0 Eo-r a 1" 0 12" I t o o f�— 4.000 Alin. \ Ile s� I • �� .t25' j N o rn m"093 mn (TYp-) 9j16.0 /4"m-20:C LONG ± S min. S. 7YU1T13SCREty OR 1 •�-- HOLE 3/8"0-160"LONG 9/t6 4,Q o 0 o A.CETAL i?{U.°ABSCRE71. 9/16 0 n� O J-OCKING ROD AT EXTERIOR FIXATION HOLE fAin.J m CH_ ANNEI HOLE 12' PRE—PUNCHED S (@) (2)r1o� (3)Ho4-0 1 10" Min. CENTER MULLION o - 1 00 ' 1.597- r -_ -- VIEW X BLOCK WOO �THUMBSCREW OR 2,3 3/8"0-16x1" LONG VIES ACEFAL THUMBSCREW. _085'y- `= N O LOCKING ROD AT INTERIOR FIXATION / 4 mco a m �'' �1 .............. (D.8L" SERRATED 'CUBE J }" SERRATED TUBE I- .940'J 11----1.750" ? No 44167 FLORIDA BUILDING CODE (Non High Velocity Hu 'cone Zone) INSIDE ARM OUTSIDE ARM *? * * 02ai7 mLT=."` ASSA/ BERTHA H.V. BANANA SHUTTER `c Q CAME CK�IINGE .q,^� ' m&wTt sT COMPONENTS a�pv'• �! E G 0/TVe. AMERICAN SHUTTER SYSTEMS ASSOC., INC. 07/DATE 20/7 •° \ rt ImuT WsTmc&ENO]smuga compmy 4268%Tsmalus=:E }) .rr ara ae>m sti r�m oaoz rmr+aeP W-ST POLY BEAM RaPSA 3]<07 SCALE:3/4' 1" .. - - - - -- - off �.(, - w...(mpro-.m. �ss7rn_��r PM(eW1432-22U rAY-(ser=im-esw 17-109 rmer t3tscceeW.wmy � ••••r FB-0006719 eea mev® un musmr urt OA l.'n. ur67E . m.fm ais+i., m. SICET 2 aF 7 f? , A OR At QC (CONT•) D 5,6 \ �C/5.6 B (coNr) ® / C�(coNr.) �C/5,6 OCR Al g (corn) �D/5.6 carr.TTP.7 coNF.TTP.) / S. #14x2'F.H. o 0 o D'/5,6 (2) 814x2"F.H. o o D' 5.6 �S,c u c. S.S. S.IA.s. ° FROM JA!!B \ FROM JAMB o 0 TO TOP FPILEC — TO TOP RAIL C r �(2) pla:z'FH. T (2)914x2' FA S.S.S.M.s. I S.S.S.M.s. I- FROM JAWB(El_ L 1 TO TOP RA-C I T I FRW TO TTOPAMRmL C -.4 2 BLADE hL 2 BLADE in. 2 BLADE in. L # T J 2 1/8- Min. PENETRATION PENETRATION ^ PENETRATION + i BLADE PENE 4 F 1 -i TRATKXd E i E t@ E T E - (2) B14x2- i I 2) g14x2' m L J = F.H.S.S. S.W S. I u FROM JAMB E TD 1 T FROM J0.VH TO (z) �t4x2' r 2) #14x2' �' BLADEpcR r + 1 BLADE AQGR F.H_S-S.Sld N.S.S. S.M.S. w ®!9D HEIGHTT 4 i 1 ®W[D HEIGHT FROIA JAUB T !- -4 FItOW JALiB�NEQ��TO y TO BRACE JAMB L . 1 J TO BRACE JAXB ELAVE E R L j D�HEI�CHT a j- i i ca TO BRACE JAVe r -) TO BRACE JARS r T -'i H 'InB/4, L 1 J 8 /4 3AtW1R T' i I p I p T MA/4-- 1(2)@1a.2•F.H. A/ A/4 A/— 2)014.2-F.H. S.S.s.Ms. B/4 I rwL J — H 0 TO BOTro•2 0 p p D (tort) H G @tax2'F.H. (,` ,1"/'(SEE SCHEDULE SHEET 7) -W- (SEE SCHEDULE, SHEET 7j 1r (SEE SCHEDULE. SHEET 7) (2)J14x2-F.H. ss_sys. _ - FxoH lve(B 120' Max. tADTH 0/5,6 FRO uv a(� -- --- ro eoTTnu L C/5 6 p�j — t H D O G WOOD SUBSTRATE D'/5,6 —(SEE SCHEDULE. SHEET 7) C/5,6 D/5.6 B'/4 = _ ,z %4 D'/5,6 p WOOD SUBSTRATE (2)@14.2'F.H. + ® p ss.sm.s / A/4 A/ A/ _ (2) 114x2'F.H. J FRole JA1dDp .^ S.S.s.M.S 1 B'/¢ ro eonou --_— °° •FROM JA%6 B'/4 samAa .° —-- -- • To'3. C�1 iI G G tsS s s'F!+- �-(2)@�5-F.H. G •i--°1Y° (SEE SCHEDULE SHEEP 7)i-YT" {SEE SCHEDULE SHEET 7j+�•-11 (SEE SCHEDULE, SHEET 7) 120' Max. WIDTH — FRO C/5,6 io eoTTo -- •TO FWOIJ71®W�wuL Qo D/5 6 RAIL-la ��_ D H G ,. '� _� CONCRETE OR CONCRETE BLOCK SUBSTRATE D'/5,6 ` -17" (SEE SCHEDULE, SHEET 7 P���' /T�= MULTIPLE UNITS: CASES II & III ) ' C/5.6 D/5,6 �? FLORIDA BUILDING CODE (Hon High Velocity Hurricane Zone) D' 5.6 No.44167 CONCRETE OR CONCRETE BLOCK SUBSTRATE. / T• * * ��"i1LO ASSA / BERTHA H.v. BANANA SHUTTER `IC. SINGLE UNITS: CASE I 9 11 L 1 E�i 1 Nc. AMERICAN SHUTTER SYSTEMS ASS=, INC. G7a�itE'T ELEVATIONS FOR INSTALLATIONS WITH °' (�.���;,�` TEESSTWO m��«�w "Mr 2"P&U� ,,;,,,, EXTERIOR LOCKING ROD FIXATION ./0 �,,,tf .w.��r_.� x, r„ �(alb)au-2204 F, (561)�-WW n—loN. N.T.S. FIVIZA Lk-f u,a7 suzEf s 6F 7 A OR(�t Q(COSr) nr.) (CONT.) / 6 �C/5A,6A A)OR At ©(cONT.) �D/5A,6A (2) 014x2'FJi Ctff TY9 , D'/5A,6A (2) g14x2•F.H. D CCJc TYR) D'/5A.6A S.S. S.M.S. S.S. s.u.s. FROM JAMB FROM JAMB � TO TOP RAIL C - _ TO TOP RAIL C Prp - S?S.®5.S F •� (2)g14x2'F.H. FROM JAMB ss.s.rJs. I TO TOP RAIL$ r T i FROM Jwu6 TO TOP-L c r r T t 2 1/$- Mct. J 2 1/8" Ain. 2 1/8' Min. 1 1 T_ 2 1/8-Aiin• n BLADE BLADE BLADE _* BLADE PE�NETRAT[Off PENETRATION ^ PENETRATION i 1 1 PENETPATON _ + L T 'J 4- F 1 La E Js i- -4 W (2)d14x2' 1 ! ! T x � Qla,¢' h FH SS SMS "FA SS SfdS Yt ! E=.7 Fix764 J45103JF TO T I FRUA dt!/8( TO (2)f14¢' (2)@1ax2 �^ B�s1 poR O r T. eLlr A a:Ipj Fx ss sMs .H ss sl s Y, T LSD tiE[W !� To + -4 n ro B�Ace J�rm L I ro B xE uMe e�� I I ®�D 1ETtatr r i T ; z TO Bxm ma r -I TO HRt[E jws r , �- 1 rcn• B/4A = L_ �' S9t1AR T ' B/4A �- -1 - T �© t , 2)Btlx2•FH r 1 (�gsm 5- - - A/ . A/4A ! A/4 A/ �y ass SO4L FRO-4 BTo N/4A UAR -J B/4A To BOTTOM .I, o - - EGT Cj 41 �,,�1��� • d"a Rut VLj(2)glace'Fx !- r-(2)914x2-RK G '1'!" (SEE SCHEDULE SHEET 7)--�--'W (SEE SCHEDULE, SHEET 7) i--r—V' (SEE SCHEDULE, SHEET 7) rT'To01' ( ' •, � r-- nt C/5A,6A 120' Max. l'lIDTH To D/5A,6A eoTrou Ph2T O ; LJ Drl_J WOOD SUBSTRATE D'/5A.6A \l G G -W- (SEE SCHEDULE, SHEET 7) ! C 5A.6A D/5A,6A B'/4A �' T B'/4A WOOD SUBSTRATE (2)914,¢- A/4A A/4 A/ T A/ �i tG @t4.2-F.H. FRC s M.s SA&S. FRce+JAMB C�F --- - B'/`(A ; sBas�4A ro eU au --- 'o alp _ --- • eI&ws�a�uL 6� (2)gl4x2'Flt, ; 1 ill(�) (2)#1415'F.H. L=.� '�/- (SEE SCHEDULE SHEET 7)--��" (SEE SCHEDULE, SHEET 7)- —•Y!' (SEE SCHEDULE, SHEET 7)• _._ �____ 12O' Mox. WIDTH 6� — f=== Rou.JA!d8�To BOTTOM 1 o BOTTOM Pace@ 1 C/5A,6AD/5A,6A RML{Dj • H D ��1uF�J������•.� CONCRETE OR CONCRETE BLOCK SUBSTRATE D'/5A,6A G (�_ ) - 11'Q��FA T/f,�j'_ MULTIPLE UNITS: CASES II & III . L. 1•r s.x sctEDaLE, s1cEr 7 r � D 5A,6A .` _' V S '�. FLORIDA BUILDING CODE C/SA,fiA p / t� (Non High Velocity Hur'cone Zone) D'/5A,6A ` ' Jyp p CONCRET BY E OR CONCRETE BLOCK SUBSTRATE ?#? .44167 e > �"Waco•` ASSA/ BERTHA H.V. BAR" SHUTTER c,,L, SINGLE UNITS: CASE I ='o = , 11 L 1 E C O iwe. AMERICAN SHUTTER SYSTEMS ASSOC., IHC, DAN ELEVATIONS FOR INSTALLATIONS WITH ?�.�F. p�� TIWT TE+fING 4 ENGINEERIND CDYPINT •2M � .�, d>m RRt�,,.. War PAW�.nGRVA sKU7 INTERIOR LOCKING ROD" n FIXATION = ,!p"""'�yGx, °".—I:u�.,�'" M`a°D'"=-�°` `"X"""a'-9"' 17-109 HALE �• .�1 EH-00061t9 rm�m. un amszw DDAW7IID No WAUER A TDEIf!r.P.E an m N.T.S. T1cRa l e /uta� Ml I SWEET JA of 7 CONCRETE HOLLOW BLOCK REQUIRED O CORNER (Typ.)� j STUDS REQUIRED-, O CORNER(Typ.) \ 3"FOR TAPCONS (2) 1/4 0 TPFCONS OR 3 t/2 FOR 5OUD-S / 2'�im ED./(2) 1/4'ox3/4'ALL POINTStJin.E.D.SOLID-SET OR(2) 1/a0 PANEL MATE INSERT W/INTEFAOR W-c0 A � ® Y/ INTERIOR YIEB / NOTCHED AT (4) 3/I6`0 \(8—"P•) NOTCHED VI/ Ar -- /j 801'fOM RAILQ ALUMINUM BOTTOM PAIL® —A F/,W// ��j� / POP FO 5 16 SLOT - c 5 tfi"z2'SLOTK& R ..L --' - _- ---- 4'O APC JS OR(3) 1/ T O1 - ----- ---- G` a._ ____—- _____�__ S TO WOODI SM (2) 914x2'FH. S.S. S.M.S. L_ -- _—_- _ - .____-____ _y_ _ _-- J (2) o414x2' F.H. S.S. S.M.S. FROM JAMB L�0TO BOTTOM' RAIL(DD - -- — --__sr- FROM JAMB(E)TO BOTTOM RAIL(D9. + (2) #14x2' F.H. S.S. S.M.S. E a 1/4-saT--.I I�W/WEB �Q )n -GU2 ��..�M-1 E + (2) #14x2' F.H. S.S. S.M.S. FROM JAMB(g)TO BLADE®OR 0 - �'0'" � NOTCHED At '�LJJ �- •���Eon FROM JA�18�E TO BLADE OR(+j' 0 WD HEIGHT TO BRACE JAMB 4 THR.t35zl LOCATION BOTTOM RAILS) SECTION A—A COIVL ® MID HEiOHT TO BRACE JAMB SECTION B—B SECTION B—B PLAN W/UITERIOR WEB (2) 14x2" F.H. SCALD 3/6'= 1` A OR ® (2) ff14x2" F.H. S.S. S.les. 1yp•) / _2`x 4-VIOW CONCRETE HOLLA7(BLOCK NOTCHED AT t�Yi/WEB SS. S.M.S. Y/ INTERIOR WEB RE94ARE0 O 1X#i22ER(Typ:)7 BOTTOM RAaL i OOOBOTTOM RAIL N o�RaITc(1 O7 T�oDeoT ote O L Qo eo Ta i°Ran.Q `I ®WRrR (Ty D 1/8 FBUCz - \ _I�- - I.. .0: :: . •'�G-: .. .. _ 1 EZIQE PEetiPADC1•"I I . -- ----- 1 1 62S'.625" IN ,i 1!�..-.,-_- cw:. <`.�t-+'om) 1./iLH 4nUnfxEnB1r.--S_�CuLiOYEaNW G, T ..!!III ' H .,-:":' � (4ALU1/dIN D —• `H .. i 1:/,4.BO-SN2CCD ESW-•5.-•..�--:S5 o-1 f0-20 S.SL 5/16 UASLO -xl"L .. THUMR 'ECCK&FRONT' _2 - i/e SLOT. LOrAWN 1 i-j2) i/40'TAPCONS DR '(3) 1/4b-TAPCONS'-OR.�:-:�� L (3 tya'o x i 7/16' -(2) 1/40r3/4'ALL POINTS ., _ .� - •' _ SOLID-SET OR •1Jj!I/�Jlt4i� , . . - PA(VE(.UA,e INSERTS TO WOOD. �'. . . I (2) 1/4-0 APIE!•LATE INSERT j\ � ENS'% ELEVATIONA FLORIDA BUILDING CODE (Hon High Ye(oclty Hurrcane Zane) ' No.44187 318• 1- 02onta'E`°°�e ASSA/ BEfZTHA H.V. BAHAMA SHUTTER Lo' EaLwN cr 01/2e/t7 I LT C O(Nc. AMERICAN SHUTTER SYSTEMS ASSOC., INC. 04TE -0 •_ �L' \\, TILLIT IESTLNG&ENGWEERWG COLPWIf 4266 WCSTROADS OM ifST PALL BULK RORMA 3NO7 Fit(eoo)431-22C4 rAX(561)2G9-8= 17-109 NaL E�i ���9 .._ �. �p �. W4M1ND N� VlA1TER A THLR I-P.E LZD,sW �• �' SNL:ET 4 Or 7 FIORD fr 441f>7 CONCRETE HOLLOW PACK REQUIRED 0 CORNER(Typ.) 2-x 4'WOOD \\ STUDS REOUI —RED 0 CORNER (Typ.) 3'FOR TAPCONS 3 1/2-FOR SOUD- (2) 1/4'0 TAPCONS OR Min. F-D. / 2• .m.E.D. (2) 1/4.0.3/4'ALL POINTS SOLD-SEr OR (2) 1/4"0 PANEL!LATE INSERT j Y//INTERIOR WE8 (E)VI/INTERIOR'NEB .._ TlOTCHED AT (4) 3/16"0 E TIP-) NOTCHED AT BOTTOM RAIL POP ALLIRNEIS INUM BOTTOM RAIL QD 5/16-x2" BACK E,FRO , H 5/16-x2" SLOT / =� Ulu (3) 1/4.0 TAPCO14S OR P, ANElAW7E INSERTS TO WOOD - ---- — — rrrrrrira (2) fl9412"F.H. S.S. 5.64.5 L----- -----— --- ---- -- ----� -- ' (2) R14x2'F.H. S.S. S.M.S. FROEA "S Q TO BOTTOM RAILQ - - -_--- �___ -- - --- _�--__�-__ -_ -__---= y�� � FROM JAMB QE TO BOTTOM RAIL QD . + (2) §74r.2" F.H.S.S. M.S. ®p!/t}'EB v (- z 1/ Lm. I o + (2) J14x2" F.H. S.S. S.M.S. FROM JRMB Q TO ELADE�A OR(p, eIAeE +�" FROM JAMB(E)TO 0 MID HEIGHT TO BRACE JAMB TO'THUMBSCREW LOCATION BOTT6LDTLULQD � Lo 0 MD HEIGHT TO BRACE JAMB SECTION 8'—B_ SECTION A—A CONT. SECTION B—PLAN (E(E�W/INTERIOR(5EB (25.9'L(.S. F.H. 3 1• H OR ® (2) 114x2'F.H. W/wTERIOR riT� CQFiQ2EiE Ii0°,.9,0/!EiOCS NOTCHED AT QS!/t'EB S.S. S.M.S. E 7.S REC^J(RED 0 CCR:r-R(1yp.)� C BOTIIDM RAIL �, Q EAOE 7yPJ \ NBOTT6 DPI® - STUDS RECUJIRED G f FROM JAMBETCHED D � { FRO?.4 JAMB E TO EOTTOfA L D TO EOTTOM RAIL QD , ®CORNER (Typ.) !+ Ln) 2 V6'eu Faa�ru,musxm SLOT I 6/16"x2� i- : •I: . -- --- -- -- - _ -- ---- "°u _ :•,1/a'0-20 SSy/- �... •• x1'LONG'. (4) 3/I6'o •� .. . tt JI -•_ 7HU5165CREW. '•''Q..e. ALUUWUM' .x; LOND 1 •...T'.. . •'�.. .. .. POP RIVETS...,.'..CONT. - _ ... _ .. - .. _ ! -RACK&FRONT`. - f_ 7HU!/BSCREW.. ,'.. s soi teaicv_ '. _ .. .. -.. •1 .. e'ssnr iau-,cei . ';,._ - -• (2) 1/4-0•TAPC0.^!5 OR .. .. (3) 1/4.0 TAPCONS OR •^ •.. ,� -..,.. (2) t/4'cx3^'ALL POINTS .. .. ., --(3) 1/4.0 x 1 7/16- .; FIF _ SOLID-SET OR !!ln�lii(iiiii i' ,- .. PANE(MATE INSERTS TO WOOD . . •'(2) 1/4"0 PANEL w4E INSERTEFI A.?tW •� KNZ E FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) N0.44167 LEV 0 ©ten nLTEw INC. ASSA/ BERTHA H.V. BAHAMA SHUTTERLm yk, SCiL::3/w ,• CRtwN 6Y I L E C O 194e. AMERICAN SHUTTER SYSTEMS ASSOC., INC. DATE T,LLr TESTING&ENGINEERING COYPAW1 lIEB wE5[F.O.,DS DRIVE WSr PAIL REAM.I LOROA 11,07 ..- - - - .. SM1.(Llr/.• �51 - -- - - - o.._..w a--C d ,p„_u, Pk-< mwiuo Hum rac:(ssllzos-eaao 0uo Q f IVALrr 1 xP1.iFA�iLUf b"P.E Hm-tm v/;e/, //r Ir rWAVA Ua I.H167 SHEET'A Ur 7 WOW W-Cm V="CAM 1/.-.LKPCMZ 1/4-0 FAMCM B c..L C-I. F@- L; C/ ,I/•i �! +� / <i C #14.r FA 5,1,4.,2 3/0-0 Z :w Frorm 840C C rp= ' FFOfA JN18(t',! TO 7CP RAIL'u r tnEROR WM JDWR WEB i 'r+mu.�y� 1 t1i .i '?.e_ •.TOP PAW Ifl` ' I feet SW 1 A oR to GLASS 30"! �1 Ps M.) tryp) A aR (WP.) cun ARC1 ® ' \ _ —(2)it k to uu cft OR %ts 1/4--20 SOLT W/W 1/#'0-20 DCLT W/W CR @'Aso X-.r UM Qw-\ AT :� ' �' ii raw 0 MrPW Fl A@ I t 7 ' 1 I 71'9 F t. wao, 311 X9M FF. v 4@ a/40-70 THima samm Q� /--20 TMIEDUtSC HV WW 11 k'a4;Fill (D ./4-0 WCOIS OR(3)1/4-01 1 711V TO MOM (3)n11CP TAFMG OR(3)1/ -1�1 MWE MOM TO sm O-M-CF .(UE 'OLT W/%- TO BMW L@. %�JIC�20 SW W/WNGNUT R 1114W /0�20 L WGNUT FPO. f W WE VISERIS TO STUO Sim 2'Um KVW4 STUD.2'"NOU-NAL) %`Ow SWO a GOOD sw 24"04 C.WC SECTION C C `ZVOURID SECTION Q plomm ALTERNATE SECTION-D'—D' (Wat.LOUNT) 0,101 011—MOUNT) (11AM V01W) jk A— RON HURRICANE POMON HERartm posutoN fQH KURFAr kNF FOSM40" ........ Scam-31ir I" SCAM 3/8'-1' sa-m-31e-I' FLORIDA BUILDING CODE (Hon High Velocity Hu cone Zone) 0.40 j (D2017 r33=.MT- I.C. CON ECTION TO WOOD W1 EXTE AM/ BERTHA HY. BAH" SHUTTERor LOCKING ROD (H-) FIXATION I 07/2a/17 /7ULF-c—o. AMERICAN SHUTTER SYSTEMS ASSOC., INC. DATE % 4265 WESTMADS OPME 11LLn 7ESTING&ENWMEWOO CCMPU� 'SS'PAW MCK FLOPOM 3340 .10 7 17-109 M(ZM432-22C4 FM(561)209-aw skrcr 6 OF 7 ocwj�� / j {SMULE am S n (s¢:cemlae � B (CN S�HM 7)7)C5-S- f1+Y!'F.N.PRNEI- FA IdRIHDc h FRONT 70 TCP RM TO T�RAE. i no / TOP P,1...2(C� TOP/PJoyI/gC�J J rJ I W.TO f3ILZ J t CO.'CSEfE SOCN,/CONVETE OR , L@SAl E0l00C, CR OR ® tr ti anunro / ( •)E vAL-Ricer.n / P � axes t # / (z)B-a.2'FAN.s s s.0 ( ` J a W :AVB FI tO 61ADE CR� / (z)/-+a2' O-AD MENiNT 10 ERAf� , TTDv dA!H0 TO DR iO / / O!LID FIDONf TO!=RACE JAxtB aR A i ; Sr3E tx5y L . cnp-) i OR O Fy0170a iR wa ,• J•'. (1YP•) t na wArptl U t/+'o-7O E�t.T W/5•JT GOIDED AT Pp7 IS'$Ts FA71d/RAC O / -I+'0-m 801.7 A/rltlf �CtfERDd GED .- Crime E ..cRMIARED—` / f(•rAIOILSa 4� OLO ,'ftJ° \ J O EACH J a LLSATm i etac a-Rav7 1 /ace-m TKWS sid y A-/t' 10 n1W WZEW v.. (2�dtad F.M. \ O \Y D S slA �JAMS(E7 O , t ,/r o-m sxr v/Gx..tur to soitate j t.� ,i �t/.e-za mu v/tretaat L (Ss.Bs s,P.N.(z t/a a WC066 OR Illf /I moo.wet pp;t/1b.3/4'ALL FOW sWD-SET OR L (zI t/sn T17fGi TO smom R4f1@ (z)t/rd.l 7/tr PANONA E ZZMTM (1)t/s od/a'l:L 90 :%7.0-SE7 DR /�� 2 t/sbn 7/sa'as:�urATc¢arms SECTION u(m ) C SECTIONWALLMGD» D i((-((( `�,, ALTERNATE SECTION D'—D' HURP.CANE POSLT[GN - NON HURRrME POSMON \�s:0-1.............`��� URFb(WALL MOUNT) PO =CALL 3/8'- -' SME:0/8--I' V� S = tv0lL HURRCANE POSITION C FLORIDA BUILDING CODE (Hon High Veiccity Hunicone lone) NO.44167 7�? •i* ®20-Tu¢n,M ASSA/ BEKR4A H.V. BAHAMA SHUTTER Lx- _ _ Dtu»Tt sT WE CONNECTION TO CONCRETE OR CONCRETE BLOCK : kA IL ECOiMH:. AIdERICAN SHUTTER sYsrp�s Assoc., INC. 072e/7 •EXTERIOR LOCKING ROD cFA FIXATION ='P S�N '•t`, nEER R9T�WO&INNQ,NEMIR;COMPANY +7as GfsimAss cv.,.Yh(+�ls�e..�m•eur,.wnw.nau.n,es G=57 PAW=04.P GMU]SHO7 ,-o, PN:(em)+az-zzaa Fax(sat)zos-81Eo 17-109 c-mW:�"OOsd•C0" ORAMO No -••••• ED-o�b7t9 ra>a..aa ers ev.. t)IUER A TSln dr..P•E mt rAn%�' /•T SNEET 8 CF 7 FtCROA Lc.q+{767 , OCKRM.ON t/a 0 T 1/4-a TAKV-M 1/a•0 TAPWCS / C (4 )NLL41 W ME, S.S u-F.Ni 1 aPp°i.7cF�OSreavr � � ro��� ro ui�w�a� 1 /1 / eaviO i WEB i.Of6ED SCP Fp1 C TOP RAL � ( � !CP PAD_('( \ 1[ SmF7JGC1 C6f'2-'£f7i / •, "'�+.aCJ ,` OR ® CC CONCRETE CR `\( •--t�Cj 1 TO 61AZ WALL rEWFxD Bfar2'fit.s5.Sut. 1 j _ s. •- 0 W IH�NoE"rr To etME( at�c j 2 Qef s.2'EEH.SS.S.H O MD ftEltllT TO BRACE dWB FROG.1RUB r�To BIME��Sy OR� CR j \ O,uD H7W1i i0 B ]UB Oa A Lim / oR A m,e `•I •.�,. 0.S rE7i)R Ws2+ (z) I { � t/.•a-zo stAT w/,ar �•'�' na:tx�Ar vaa PiV(Sy •, (a:LT HR NIlIRE�,3) / J LiSTW RALQD 1 � •� t/a-0-23 SWw/rart � \ vrER,oa WE9 �.I1�0+� VON � E-0xf7u Rut.® % \\ �G v o FAC,1.nteD G .2W VAK CAD /At,_N:JAd J 1DCAI \ Oa EACM OURPcP LOCATION ; (e cc x fEn7r D •Y /4-e-20 nava xM+i �u.z'Fn tot j Lt/ay-m TKuvq Scm % La O �s WAS r� � /i O I I D b' c - \-We o-7D BOLT w/wNG,(ur rorwr�ou i�iQo I I ` f H cas � / n : I /1 t/i a-2p HCiT w/rmlaM SS.S.NS. f/a a TMCCW$Cn 1 FROU JAM B REat s Ea / /� )t/a au/e Au twwt t otm-SEr as !_ ) !' Q t a O T/PCCS6 DR 70 EDTfau D t/.-e.t 7/is•vA .v.><ea�Ds .�� (z)1%so 1 ,a'PaUKIE MM rs j SECTION D — D "",Off R A T!'- ALTERNATE SECTION D'—D' SECTION C — C j NCI)Hu.�zcwE POSITION ya iEIY (WALL�� NON HUHxCANE POSMON SmAiz-3/9- 1- 4 S�`'••..� SCAM-3x- I' pvau MGM) / J1fp FLORIDA BUILDING CODE (Hon High Velocity Hurricane Zone) HURRIC—NE POSMO .44167 ? ®2017 T.`ULM e5. 3A--1- 7� ASSA/ SWIM H.V. BANANA SHl1TT-R DRAWN by CONNECTION TO CONCRETE OR CONCRETE BLOCK = 07/ze/17 11 L�E O�wc. AMERICAN SHUTTER sYSTELIS ASSOC., INC. DATE W/ INTERIOR LOCKING ROD (R) FIXATION �� yR U 6�� d'`' '> z �Ex D D a r�r o BWFAW.FUFUWJUA W407 Pit(EDD).zz-zsw FAX:(5e1)202-area 17-109 ,—i,@.ee C d— DRAwtkG Na Nd •••• EA,ML 719 eaar,o+. r+4 4,ca nmena eat - LTER A f L.P.E SMEET eA OF 7 rLCRW u,-lla.(M187 SCHEDULE#1 MAXIMUM SHUTTER SPAN'V(in),MAXIMUM SHUTTER WIDTH"W'(in)FOR SINGLE(CASE 1)& MULTIPLE(CASES II&III)UNITS FOR A CORRESPONDING A.S.D.DESIGN PRESSURE RATING FOR INSTALLATIONS INTO POURED CONCRETE,CONCRETE BLOCK OR WOOD SUBSTRATES SINGLE UNITS ELEVATION MULTIPLE UNITS ELEVATIONS B CA-E t WALL rlourff 4 : WALL MOUNT © CASEI.t WALL MOUNT ' BAHAMA SHUTTER ELEVATIONS I—tJ—t--w f--et--I—w--}---vr �---y/ [—DOUBLE UNITS �-•-TRIPLE UNITS SWGE UNITS MAXIMUM A.S.D. CASE DESIGN PRESSURE MAXIMUM UNIT MAXIMUM SPAN INTERIOR MULLION MINIMUM SEPARATION RATING WIDTH "W" (IN) "L" (IN) TYPE REQUIRED TO GLASS (IN) (P.s.f.) +45.0 —55.0 42" 96" N/A 4 5/8" 11 & lit +45.0 —50.0 40" 70" OF 3 5/8" SCHEDULE#2 MAXIMUM ANCHOR SPACING AT TOP FEMALE HINGE8@ FOR SINGLE(CASE 1)&MULTIPLE(CASES II&Ilq UNITS FOR A CORRESPONDING A.S.D.DESIGN PRESSURE RATING&SUBSTRATE TYPE ','7J7�,A. •�,���' Afff MAXIMUM A.S.D. SUBSTRATE CASE DESIGN PRESSURE POURED CONCRETE 2f NO.44167 �? RATING WOOD OR SOUTHERN PINE No.2 CONCRETE BLOCK ;-;p- ` t +45.0 —55.0 12" 7 1/2" 3� NAt ti�'�•' 11 & 111 +45.0 —50.0 7 1/2" 7 1/2" FLORIDA BUILDING CODE (Hon High Vetocity Hu 'cone Zone) p"17 TU.M,es ASSA / BERTHA H.V. BAHAMA SHUTTER Lj- DRAwN B7 I L E C O I,m AMERICAN SHUTTER SYSTEMS ASSOC., INC. 07°�ATE TILIJT TERWO h CNGMCERINO t,COLLa 4268 WESTRWDS OftS au09°7 Fn:CemlZZOA i 1 -6aE0 17-109 a-na3:C Oeeleon ORAWINO n. ®-OX67'9 ��^r MUM A TQAJ:J,-P.E. SNEE7 7 OF 7 FfCiS7i A UC.P 4.i67