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HomeMy WebLinkAboutProduct approvals �ozDo��s� File . ; aC15 Home Log!n User Registrntlon Het Tbpics Submit Surcharge StaLs p Pacts PuhllcaUons Contact Us "CIS Sita Nap Links Search db" REVIEWE FOR -F Product Approval pr i;. �USER:PublicUser C®DE COMPLIA CE Product Approval Menu>Product or Application Search>Application List>Application Detail ST. ■ q I E C IU FL� FL8523-R6 G■� ■�V'®�� �� Application Type Revision Code Version 2017 Application Status Approved �E�EIVED Comments I+�le �'®NYSE? �nzn Archived El Permitting p Count ent Product Manufacturer American Shutter Systems Association,Inc. St.Luc1e 0unty Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@eastemmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Bahama Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer r 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. ice: Validation Checklist-Hardcopy Received Certificate of Independence Fi 8523 R6 COI AMERICAN SHUTTER SYSTEMS ASSOC INC DRAWING 17-109 CERTIFICATE OF INDEPENDENCE PDF Referenced Standard and Year(of Standard) Standard Year ASTM E 330 2002 ASTM E-1886-05 2005 ASTM E-1996-05 2005 i Equivalence of Product Standards Certified By i Sections from the Code Product Approval Method Method I Option D Date Submitted 09/14/2017 Date Validated 1011 3/20 1 7 Date Pending FBC Approval 10/17/2017 Date Approved 12/12/2017 summary of Products Ft,V 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 [L a23 R6 11 AMERICAN SHUTTER SYSTEMS ASSOC INC Approved for use outside HVHZ:Yes DRAWING 17-109 BERTHA H.V.BAHAMA SMUTTER.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"Dill Wind Zone 1,2 and 3,Max. Evaluation Reports width is 42"and Max,height Is 96"for+45,-55 p,s.f.ASO 171 A521 R6 AF AMFRICAN SHIJTT�R v_S1FLyS1{SSOC.. design load,Max,width is 120"and Max.height is 70"for IN:, _[ lAfflt1G 17-109 PRODUCI EVALUATION ++is,-56 p.s.r. RFPORT,PDF Created by Independent Third Party: Yes ila,k Hcr! r:onrart if ::;1MI fumr 51nne Rnnd-Tallehvl,it•FI 37399 Phone+950.487.1374 "rhe State of Florida,son ANEEO employer,Qpyriith 7t 407•?�Zt_�_Stntr nt r{or>fa ::Prtvo[v St•�r^mem;:ncr•ca�hlitly St ilrrment:;i✓S„fypd$,atem•nt Under Florida late,email addressus an.public records.It you do not ward your e-mail address released In mspansc to a pubtc.reveres request,no nrA sena eiectronrc mad to this entity.instead,contact the office by phone or ay traditional mad.If you have any questions,picric contact 850.487.1395,*Pursuant to Section 455.275(1), Flartda Statutes,effective October 1,2012,Licensees licensed under Chapter 455,F.S.must provide the Department with an email address d they nave one.The ema,fa provided may be used for cfnvai comet otatro With the tier,ice.mwreve--r email addresses are public record.if yew eo not wah to suixily a persona)aca-ess.please provide the Department wh an email address wrlieh can t-made asaliabee to the public.To detem)the,.'you are a IKensee under Chapter 455,F.S.,pleax click h„n-. 'tPsrro`d(uc�t,Apptr�o'valAccopts: Safe �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 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 DADE/ S.S. TRUSS HEAD MACHINE SCREW USED SHALL BE 1 1/4" LONG SHOULD STUCCO BROVIARD 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 BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED B.4) IN CASE THAT PRECAST STONE.OR PRECAST CONCRETE PANELS BE FOUND ON THE FOR A DIRECTIONALTTY 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.1, B.2 AND IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 B.3). SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO TO COMPARE THESE W/ MAX. (A.S.D)DESIGN PRESSURE RATINGS INDICATED ON 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 NOT 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 B. 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 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 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 TEMPER, WITH Fy DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE = 25.6 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 OCA 0 A READILY VISIBLE LOCATION AT 90 ksi TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 241 t,3.3.4, EXPOSED SURFACE OF THE BAHAMA FRAME UOR U IN ACCORDANCE WITH SECTION 5. BOLTS TO BE ANSI 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. (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" PANELMATE 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) MINIMUM 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 PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1 AND A.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 (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, ACTING 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. BUILDER, INC. LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. — 1/4"00/4" ALL POINTS SOLID—SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE ,���°������� — 1/4"4xt 7/16" PANELMATE INSERTS AS MANUFACTURED BY ELCO FASTENING SYSTEMS, LLC. I1',.�p p, rj'-PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. ,t'tI1F�•.• TJ? THIS DRAWING SHALL ONLY BE USED TO 8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4" OR ' 9 2 OBTAIN PERMRS IN THE STATE OF FLORIDA CONCRETE HOLLOW BLOCK SHALL BE 1 1/4". B.2) MINIMUM EMBEDMENT OF 1/4"00/4" ALL POINTS SOLID—SET ANCHORS INTO POURED * / � i a FLORIDA BUILDING CODE (Non Nigh Velocity Hurricone Zone) CONCRETE SHALL BE 7/8" OR INTO CONCRETE HOLLOW BLOCK SHALL BE ENTIRELY * j ©2917 mTEm,uac ASSp / BERTHA H.V. BANANA SHUTTER LC. EMBEDDED. STATE OF a DRAWN NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 S.S. MACHINE SCREW USED §F{�1 •J3 p' �� 'L E`►O 07/26/1-1 OR�D NNe. AMERICAN SHUTTER SYSTEMS ASSOC., INC. DATE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO,(`tf+5, A,A1 \l�+d/o <2cs nEsrNo os DRIVE 1rnL�l 71LL1T TESTING&ENGINEERING COMPANY WEST PALM BEAMFLOWOA 33407 I,1'4 ti A Sa]m WJ:vw erteCnL.1LYiM 3fte3 (E00)432-2204 FAY;(581)209-8380 1 7—1 09 e7er a-man:rneeocoa.mm _ EB-0006719 DRAWING No WALTER A.RL17r".P. ll.RlDA Uc.f 441E7 SHEET 1 Or 7 I R.033` o o i 3.50 .910" 910' �? .213" � .� � .281' 2 h o a_ o o 'L 4)• r 2.330" 000. j 625" o.11 .080' .030j 08" gt 25 T . 6•') Na o.045 OS0 9" " ry 9 7 3 0�.9 •� I pS „ 4 (7YP.)_ IyII \IiI •� I I 187" I a M i 2.5571. 5 I ?.3 3" ^mom L2.000 1.625" " L-2.125" (t•020) 2.972" OA OU E At NIGH VISIBILITY OB 1 4" 8.0. FEM LE NG ?--1.6zo„� --1 I--i azo"- BLADE LOUVER BLADE �• 63-T6 Alum. ALL 6063-T6 Alum. ALLOY © OP IL MALE Hi E D BOTTOM RAIL O JAMB �2.000" 0 45 1/4`m-f 1.250' VIEW Y 1z5v 1 o"— o HOLES-�Q:_-_Eo.- o j a ! j 12" �1� ♦ I� 0o n I i t--- 4.000"Min. �- - o -- 125" e.093" � Jj N 9/i6"0 ,0 1/4"0-20xl- LONG t30" •, ( ) HOLE / -S.S. THUMBSCREW OR 3/8"0-i6x1' LONG 0 9/ 6"0 i \ Z o o ACETAL TfiUM85CREV/. I MIn-� g/16"s = a I a O _L_OCKING ROD AT EXTERIOR FIXA ION HOLE Min.- HOLE {{ co !) CHANNEL J I 12" PRE-PUNCHED 11 CEN E MULUO I (2) HOLES ' (3) HOLES0-1 I 10" Min.- — o 1/4"0-20x1" LONG f30' VIEW X BLOCK WOOD ��S.S. THUMBSCREW OR r 3/8"0-160" LONG VrEws z ACETAL THUMBSCREW. N o OB5" N HO LOCKING ROD Al INTERIOR FIXATION j •got" N ....71 (� 8 5" SERRaQQ 8 O 1" SERRATED TUBE r�� .g4o"— ��--1.7so" NO,44167 2 FLORIDA BUILDING CODE (Non Nigh Velocity Hurricone Zone) INSIDE AR OUTSIDE ARM C ;*• 02o17 m1Eco.9,c ; AMBERTHA H.V. BAHAMA SHUTTER ° " -CAMEL BACKINGE ' RA f- e CO ONENTS an ` aMERICAN SHUTTER SYSTEMS ASSOC.,asSCC INC. 07G�iE17 71LL TES NG 4 ENGINEERING COMPANY 426E NESTROADS ERNE was rc«xn 2 sx m c trace¢ncca a,ro PA.11 BEACH.nOR10A M 07 SCALE:..3/4" 1" = �� �•,• -ePnlzr,cis.o� m,_,e�, PH:(800)g2-2204 PAX;(561)209-6MO 17-109 ....�" m EB-0006719 an rr ecuna rH „h GRAMNG No w"um A Ikur b,P. FIORDA Lk-j W67 SHEET 2 OF 7 ,0ce Al �(COw.) C/5,6 B (coNr) D 5,6 1( I(CONT.) / �oR Al j (Cm.TYP.) � � � � / u� ®C 5,6 ��� ,yp 8 (corer.) ®D/5,6 (2) A14x2"F.H. \ D'/5,6 (2) ®14x2"F.H. ` ° I p'/5,6 S.S. S.M.S. E S.S. S.M.S. , ° FROM JAMB ) \ FROM JAMB F TO TOP RAIL C, - TO TO?RAIL I ! ,(2) v°14x2" F.H. T I S.S. S.M.S. L + �(2) 14x2"F.H. FROM JA7AB�; 1- 1 S.S. S.M.S. i I TO TOP RAIL[J TO TOPRAIL _ 7OC T r t 2 1/8" Min. 2 1/8" Min. 2 1/B" Min. �' -) 1 L I I 2 1/8" Min. BLADE BLADE BLADE 1 BLADE PENETRATION r 7 PENETRATION PENETRATION ' _T -! F i PENETRATION N- ---- E + �� 'E L N .7 -, r E Lj I- y � ♦- + 1 -a L w (2) #14x2' 1 2) {f 14r2" = F.H. S.S. S.E7.5. �- _ H. S.S. S.M.S. tJ 1 v FRO lA JAMB, TO I f T I FROM JAh1B E TO v (2) �j14x2" 2) ®14x2' e' BLADE(A)CR(qj T .T}, - + BLADE bA OR . F.H. S.S. S.AA��S. I .H. S.S. S.M.S. w ® MID HE7GHP _L ® MID HEIGHT e FROM JQAMB(E.?T L J BaDE�A�e TO v TO BRACE JAMB ; y 7 �_ TO GRACE JAMB ®MID H�HTr'' L j ®MID HEIGHT j + I a TO BRACE JAMB r- i TO BRACE JAMB -1 Z { as B/4 + Lto SIMILAR 'T J B/4 - r (2) 814x2"FH. r A/ A/4 / A/ } A/4 2)f14x2•F.H. S.S.S.M.S. - °-� t S.S.S.M.S. B 4 FROM JAMB ECJ' °I° ; FROM JAMa CE) SIMILAR i -7 B/¢ TO BOTTOM _ / --- a TO HOiiOM RAIL CQ' ® i- y PAL V °' f — H I '( �J(CONT.) CH ° G (2) #14x2"F.H.F' -i f--(2)f14x2"F.H. '1 I 'VJ' (SEE SCHEDULE SHEET 7 '\ " U ) V!" (SEE SCHEDULE, SHEET 7) , b (SEE SCHEDULE, SHEET 7) S.S. S.M.S,—, - - - FR�MSJpM6 120" Max. WIDTH FROM JAMB J ---------- --------- TO BOTTOM RJVL 01 D/5.6 RAI B�oM 1 ". O � G) C/5,6 WOOD SUBSTRATE D'/5,6 °F- -W- (SEE SCHEDULE, SHEET 7) 1 , 1 D/5,6 B'/4 I I i B'/4 WOOD SUBSTRATE (2)g14x2"F.H. 1I SIMILAR C® SS. S.M.S--R,L A/ "I' A/4' A/ A/ '��(2) #14x2' F.H. FROM JAMSO ..- S.S. S.M.S. - B'/4 r I B'/4 ro sorroL7 —___--- ,, ----- ° FROM JA7AB(� SIA!O.AR RAILu l — TO BOTTOM RAIL@ ® L• I (CONT.) H G. (2) #14x2'F.H. i ...1 (2)#14x2'F.H. (`, _ 'W" (SEE SCHEDULE SHEET 7)-�-T- W- (SEE SCHEDULE, SHEET 7) "W" (SEE SCHEDULE, SHEET 7) S.S. S.M.S.— ,j':SS.S.M.S. `/ FROFA JAtJB©• , FROM JAMB IEj 120" Max. WIDTH TO BOTTOtA ----- -- -- To SoTioM RaLQ C/5 6 D/5,6 „Niouii. PAIL D� ,v C, G. ,,.���A ���� CONCRETE OR CONCRETE BLOCK SUBSTRA G °� "Vf" (SEE SCHEDULE, SHEET 7) P\';�,\CEPlSF�T'� MULTIPLE UNITS: CASES II & III C/5,6 D/5,6 N0,44967 ' ^? FLORIDA BUILDING CODE (Hon High Velocity Hurricane Zone) CONCRETE OR CONCRETE BLOCK SUBSTRATE D'/5,6 ;' @2017 71LTEC0,NM * :* ASSA / BERTHA H.V. BAHAMA SHUTTER DR,`C_1 6 SINGLE UNITS: CASE I .p .• 07/26/17 ELEVATIONS FOR INSTALLATIONS WITH � �� ,1 IL ECO�Nc. AMERICAN SHUTTER SYSTEMS ASSOC., INC. DATE . 10 N\II'1 Fist rt^�5T17NOC1G�Gv^INERING COMPANY PH:�(fi 0)P72-I22 (5�20906780 17-1D9 v 1 EXTERIOR LOCKING ROD (H, FIXATION MALE ,I• t-m vtet°o°atom _ ,.,7EIIIII ®-0006719 t�qp DRAWING No N.T.S. WALtER A min Jr.,P.E. a°t>-ree a,221 m FLORIDA Um 44167 SHEET 3 0i 7 (coc .) I�aR �(co } � ° ��C/5A,6A , o � / A, A ' � (Coo ) c®D/5A,6A F.H. coNr.TP) D'/5A,6A F.H. mir.TYR) (2) #14x2 D'/5A,6A S.IA,S. FROM JAMBE \ — FROM JAh76�E11 TO TOP RAIL C - (2) §14x2'F.N. TO TOP RAIL g) - f- ? .T (2) S14x2'F.H. S.S.S.M.S. '{- i- � L i 5.5. S,M.S. FROM JAMS rE} L I - t TO TOP RAIL iGi L I FROM JAMB E r _ r T r TO TOP RAIL T J -f ,w 2 1/8" Min. i J 2 t/ti" Min, 2 1/8" Min. 1 �Ff�: T I 2 1/8" Min. n BLADE BLADE BLADE BLADE 17' PENETRATION PENETRATION PENE(RATION _? 1 PENETRATIONE L ? J E r _ J J + 1 -I = -I F L w (2)f14x2 } s. -� 2)y14x2` In = FJ{.SS Sl.S I. T .+ F.tt SS SRLS I.: U FROM JAtfB EI TO r I ! ! i FROM JAV3 F�TO v (2)#14x2' r - (2)�14x2" N 13AE)EV&'81 r T _y.. BLADEF.H.Ss.S.MS. H SS StAS w ®h:D hflGHT �, + 1 1 ©AID�PF7d� ' Fw-1 JM. E TO L BiADc A'CR�70 v 70 6'J�J4'.� f / ! TO JALS FROMMADEIDOR T J ®VIE) -JGtfi 1 ®\4DCHETGir T ! TO BPXE JAr.�B F- TO Ova:'mq r T I a I/— VJA zI B/4A + i /1SIMILAR 1 j— ; B 4A _ �I (T)#74x2' r' / T A/4A �q/ {. A/ (2)914a2"F.H. SS S.MS.FROM B 4A FROM JAes;ED • ---- -- i1 L + - -� 9(E770/ L -J B/4Af=== rO RSNaLAR (caNr.) 1 CY (2} �t4x2" H -1 d2>j'14x2-F.H. G 1V' (SEE SCHEDULE SHEET 7) "W" (SEE SCHEDULE, SHEET 7)i"W" (SEE SCHEDULE, SHEET 7) S.S. S.M.S. '- -- - , S.S.S.M.S. � FROM JAMBE) •— ---'"-�==1; f---=-__= FROM JAMS{� 120" Max. WIDTH TO BOTTOtA To Bo- LSD I D/5A,6A RWLOD H { H C/SA,6A WOOD SUBSTRATE D'/5A,6A � }© J "VJ" (SEE SCHEDULE, SHEET 7) , D/5A,6A B' 4A L V I B'/4A C/5A,6A D'/5A,6A T SIMILAR WOOD SUBSTRATE (2)¢14x2'FH L + —� ® S.S.S.hLS. A/ A/4 A/ A/ .4• (2) #14x2'F.H. ___s..__ ____ _____ S.S. S.M.S. - — - " B'/4A {- FROAf JAMB Q _— I B'/4A ro eOrroM � Y FROM JAMB C1 1 S M LAR RAIL bU fL1� °° o TO BOTTOM RAIL p ® ® G.• "VJ" SFE SCHEDULE SHEET 7 (CONT.) I �� (2) #14x2"F.H. .-J•(2)J1axT'F.H. ( ' ) IV" (SEE SCHEDULE, SHEET 7)--r--"W" (SEE SCHEDULE, SHEET 7) ' 1 J S.S.SMs. FROM JAMBE 120" Max. WIDTH Two B(I orA�o D •TO GTros1 RULE ,FJ C/5A,6A CONCRETE OR CONCRETE BLOCK SUBSTRATE D%5A 6A I H D H aeeiisq��w: c ' +;t�A r!/� MULTIPLE UNITS: CASES II & III VJ" (SEE SCHEDULE, SHEET 7) ,1,1t�Q� •,.. ��✓ C/5A,6A D/5A,6A `��� u�E+�Stc'••,:9 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) CONCRETE OR CONCRETE BLOCK SUBSTRATE D'/5A,6A ;* r'' Alp,44167 3 ©2017"LTA°•�� AAA � BERTHA H.V. BANANA SHUTTER Lc- CONCRETE BY SINGLE UNITS: CASE I -o p I L E C O INC. AMERICAN SHUTTER SYSTEMS ASSOC., INC. 01DATE17 ELEVATIONS FOR INSTALLATIONS WITH ��-rc„• pce �' ,aW rRG c�x ;� °° �,� PN_� �P�,S FLO«o;07 17_109 INTERIOR LOCKING ROD (R) FIXATION _ / •maE2-DD067,9 DRAWING No N.T.S. ORRA L1c„¢'ci 1P7 E PN,. SHFkT JA 01 7 ji CONCRETE HOLLOv! BLOCKS � REQUIRED ®CORNER (Typ.) 2"x WOOD STUDS REQUIRED CORNER (TyP.) '.:. 3"FOR TAPCONS 1/2' FOR SOLID-S / 2 (2) 1/4"0 TAPCONS OR—t Min. ED. (2) 1/4"Ox3/4"ALL POINTS /. SOLID-SET OR `�" / `+`•. (2) 1/4'0 PANEL MATE INSERT I i W/INTERIOR WEB OR ® nW/INTERIOR v(EB - .. NOTCHED AT (4) 3/16"0 �(BLADE TY'-) NOTCHED AT BOTTOM RAIL C1 ALUMINUM F BOTTOM RAIRIVETS L - jj�//j 5/16'x2"SLOT n BACK0& FRONT-7 ; u 5/16"x2'SLOT -"'- �r(�H-%J Il .... (3) 1/4"0 TAPCONS OR ------------ ------- I TO WOOD ISERTS"0 x 1 7/16 TE (2) 14x2" F H. S.S, S.M.S. L----- ------- ---------- -- - _- _-- C-------_--- ----•- -----J (2) #14x2"�. S.S. 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BOTTOM RAIL FROM JAMB OE NOTCHED AT•--- FROM JAMB E' / "C 2"x 4"WOOD C TO BOTTOM RAIL 1- BOTTOM RAIL Dj \, a TO BOTTOM RAJL O \ �BOTfOGf R41L 625.625"- 7 E U J\\\ � 7—'j^' �0 UCOa ER REQUIRED (TYP•) 16 z 1/8'W. SLOT•x2' SLOTeuoE PEJIErrunoN��' ` 7 5 76"z2= \ I !' —�_-- ------J I �l I. —— __—�.._ __ ______ _ _-__. —__ _ 1 __—t _ 7 _ 1 II ---_____ -__ !!!lfMPl N/� ' i-Yl1tSNi' ./ ___ _ ____ - _ _ ___ 1_J st_I lKlH- ii (`G G. IIIBBBIII — _�-- ___ --___ l _------0- ------------- L-- e"e_ �L_ ',P _e— �1__----mm"® -� r! w 1 xl" LONG' (4) 3/16'0 1/4"0-20 S.S.. :...H' .. ALDMINUM D H .....' . THUMBSCREW. _• J., •-xl' LONG '� . 1 i. I. - • ':. POP RIVETS ,."BACK do FRONT,. .. '.CONT. THUMBSCREW. '�• } ....i:. 4. .. .. .. _ (3) 1/4"0 TAP ON •ORJ .- r (2) 1/40 TAPCONS OR '(2) 1/4"0x3/4'ALL POINTS l.'/iiiii - I (3) 1/4"0 x 1 7/16' .. - JP. � ;;�.• - PANELMATE INSERTS TO WOOD SOLID-SET OR ••••. - •' •'(2) 1/4'0 PANEL MATE INSERT \ZEN' 'E� iT I - •• ' �• SF`5p? 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(1'�•) GHEE » (�i�-) E GLASS \ FROM�9 U TO BLAO M' pT —� o rQD Na xr To aucE J BSfJ t F ss.s1 ' OR t�A / \, o r �To aBRR�CE JAa9 OR A 'G.Eae sx:1E IesTs� e 7 ) / a4 A ( .2W MAX.WF ''1--1 Glcent l� �1 y :?snEtuaa 15EB (»a/i6'a Alum. •` ) O I(CRLT FOR NAMEtc� 1/J.0-20 EOLT W/tAJG � � `'� 6o�Tm ORai(� j POP RIVETS ;�'^��'� IN'0-20 e0R w/NUT `�\ [leREFWR WEB R D ' lt. a ^at`At 1'rxBC4EO AT EO7T0.RA « AT CONCRETE OR i CONCRETE MOCK— `(4)3/16"0 LOCATION JW3 \ 1` REQUIREDj f#U�A7JY \ , ' OO EACH JAYB� 11 POP R•'lcFS \\1s I LQGTIOH �. SACK&FRONT / / 20 THUS SCREW Carl �• / a (2)BI4.2'F.K I a•`, LI Jb-20 7HW8 SCREW 1 jj � ` I ss-S.M.S. 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DATE W/ INTERIOR LOCKING ROD (R) FIXATION t" D �`` 4`4Y TILUT TESTING n ENGINEERING COMPANY 4268 WESTROA05 DIVE f1 9lcSr PALM BEACH.FLORIDA 33407 L�," ,1 a>v n..•es 0.. x,v>cv=W1 Erne.»,u ,1 ttv..:T>QaRT-ts9.In:pant-r!At PH:(6C0)432-2204 FAX.(667)209-8380 )7—T Og n- L 000 0ad.eAm ••"• EB-0006719 DRAWING No A JF WALTER TGUT -P.E tAP ta-rAa F1.OROA L�{441, /:M ar SHEET GA Or 7 SCHEDULE#1 MAXIMUM SHUTTER SPAN 11L"(in),MAXIMUM SHUTTER WIDTH'9M'(in)FOR SINGLE(CASE 1)& MULTIPLE(CASES 11&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 (BEY,CASE I : HALL MOUNT B CASE II : WALL MOUNT B CASE 111 : WALL MOUNT BAHAMA -- SHUTTER - - -' ELEVATIONS moil .1 1 1 I1--w—I—w 1--w—I—w—4--w-1 �y;� t—DOUBLE UNITS TRIPLE UNITS SINGLE UNITS MAXIMUM A.S.D. 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