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HomeMy WebLinkAboutProduct Approval 6/27/2019 Florida Building Code Online Product Approval Method Method 1 Option D % Date Submitted 09/25/2017 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 6566.1 Extruded Bertha Bahama Shutter- Extruded aluminum blades retained by perimeter aluminum HVHZ-Drawing# 17-104 frame and tracks,to provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL6566 R5 II AMERICAN SHUTTER SYSTEMS ASSOC.,. Approved for use outside HVHZ:Yes INC DRAWING 17-104 EXTRUDED BERTHA BAHAMA SHUTTER Impact Resistant:Yes (1).PDF Design Pressure: N/A Verified By:American Test Lab of South Florida Inc. Other: Large Missile. Max.span is 42"X 96"at+75,-100 Created by Independent Third Party:Yes p.s.f. for single units depending on side bracket condition and Evaluation Reports 84" high X unlimited width for+62,-75 p.s.f.load depending FL6566 R5 AE AMERICAN SHUTTER SYSTEMS ASSOC.,, on side bracket conditions.See sheet 9 of installation drawings INC DRAWING 17-104 EXTRUDED BERTHA BAHAMA SHUTTER for other spans and pressures. MAY BE INSTALLED ON HIGH PRODUCT EVALUATION.PDF VELOCITY HURRICANE ZONES. Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::PrivacyStatement.::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 mail.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 emails 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 here. Product Approval Accepts: �,t lag efts Credit Card Safe RECEIVE® JUN 2 8 2019 0 BT, t„loie County, Permitting U LU LL https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquKKi2al2%2f2TV6z%2bRFExJU89PpDsO2Vjgw%3d 2/2 GENERAL NOTES 1. EXTRUDED BERTHA BAHAMA SHUTTER SHOWN ON THIS PRODUCT EVALUATON DOCUMENT(P.E.D.)HAS BEEN VERIFIED NOTES. FOR COMPLIANCE IN ACCORDANCE WITH.THE 2017 (6th EDITION) OF THE FLORIDA BUILDING CODE. B.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO THE CONCRETE BLOCK UNIT SHALL BE i 1/4': THIS'BAHAMA'SHUTTER SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. B.2) CALK-IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK UNIT. NO EMBEDMENT INTO DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MEN77ONED CODE, STUCCO SHALL BE,PERMITTED.. 1/4"0-20 SCREWS USED SHALL BE 1 1/2"LONG MINIMUM SHOULD FOR A BASIC WIND SPEED•AS.REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED STUCCO EXIST AND 1"MINIMUM FOR WALLS WITH NO STUCCO. FOR A DIRECTIONALITY FACTOR Kd=0.85. USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN B. IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BEFOUNDON THE EYIS17NG WALL, ANCHORS PRESSURE RATINGS.INDICATED ON SHEETS 7, 8&:9. SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS: ANCHORAGE SHALL BE AS IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN.WIND LOADSDETERMINED PER ASCE 7-10 INDICATED ON NOTES B.1) &8.2)ABOVE. SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MUL7IPLYING THEM BY 0.6 IN ORDER TO TO COMPARE THESE W/MAX. (A.SD) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7, 8-&9. (C),ANCHORS,SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D., AS TESTED, WERE NOT OVERSTRESSED, A-33.E INCREASE IN ALLOWABLE LOADS.FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS. HOWEVER, FOR FASTENING INTO WOOD, X EACH SHUTTER.SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING.INSTRUCTING OWNER OR TENANT TO SECURE A 1.60 WIND LOAD DURATION FACTOR WAS USED TO CALCULATE SCREWS SPACINGS. SHUTTER WI7H SIDE& SILL BRACKETS DURING PERIODS OF HURRICANE WARNINGS. EXTRUDED BERTHA SAHAMA SHUTTER'S ADEQUACY FOR IMPACT AND FATIGUE STRENGTH HAS BEEN VERIFIED IN 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY,THE SOUNDNESS:OF THE STRUCTURE WHERE ACCORDANCE WITH SEC77ON /626 OF THE ABOVE MEN77ONED CODE AS PER ATL REPORTS 11092301-97 AND SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL/CAULK ALL SHUTTER //0309.01-04 AS PER PROTOCOLS TAS-201, TAS-202 AND TAS-203. COMPONENT,EDGES WHICH REMAIN IN-PERMANENT AND CON77N000S CONTACT WITH THE BUILDING TO PREVENT 2. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063-T6 ALLOY AND TEMPERWITH Fy =.25.0 ksi WIND/RAIN INTRUSION. CAULK AND.SEAL SHUTTER TRACKS ALL AROUND FULL.LENGTH. THIS SHUTTER SHALL.ONLY BE MINIMUM (UNLESS OTHERWISE NOTED). ATTACHED TO CONCRETE,.BLOCK OR WOOD FRAME BUILDINGS. 3, ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 SERIES W/50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018& SHALL COMPLY W/FLORIDA BUILDING CODE 9• EXTRUDED BERTHA BAHAMA SHUTTER'S INSTALLATION SHALL COMPLY.WITH SPECS INDICATED IN THIS DRAWING PLUS SECTION 2411.3.3.4. ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 4. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AISI 304 SERIES STAINLESS STEEL WITH J6 ksi MINIMUM YIELD .10. (a). THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE STRENGTH. SPECIFIC'PROJECT- i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. 5. 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 P.E.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED 6. ANCHORS TO WALL SHALL BE AS FOLLOWS.• (UNLESS OTHERWISE NOTED) ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY: (A) TO EXISTING POURED CONCRETE. (Min. t'c=3145 p.s.i.) c WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. - 1/4"0 TAPCON ANCHORS AS MANUFACTURED BY LT.W, BUILDEX. () THIS P.E.D.P. - 1/4"0 11 7/8"CALK-IN ANCHORS AS MANUFACTURED BY THE POWERS FASTENERS, INC. ,(d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL NOTES: BECOME THE ENGINEER OF RECORD (EO.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE A.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED-CONCRETE IS 1 1/2". 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 LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW.' A.2) CALK-IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. (e) ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF 1/4"0-20 SCREWS USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO EXIST AND I"MINIMUM FOR RECORD THAT PREPARED;IT, WALLS WITH NO STUCCO. 11. SHUTTER MANUFACTURERS LABEL SHALL BE LOCATED ON A READILY VISIBLE.LOCATION AT BAHAMA SHUTTER, IN A.3) IN CASE THAT.PRECAST STONE; PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING. WALL ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. .OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE ANCHORAGE SHALL BE AS INDICATED ON N07ES A 1) &A.2)ABOVE. (B) TO EXISTING CONCRETE BLOCK WALL; - 1/4 0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX. - 1/4"0 x 7/8"CALK-IN ANCHORS AS MANUFACTURED BY THE POWERS FASTENERS, INC. 11p4T1�°°°°O'^•� 11�t -k TIE4/r '4 y. FLORIDA BUILDING CODE (High Velocity Hurricane Zona) No.44167 ' O10i7 RGiECO,INC LG :. - ASSA/EXTRUDED BERTHA BANANA SHUTTER DIM BY. THIS DRAWING SHALL ONLY BE USED TO 07127/n OBTAIN PERMITS IN THE STATE OF FLORIDATiL E�r/�0 AMERICAN SHUTTER SYSTEMS ASSOC., INC. INC. a�rE• �•y.% ���,�,I�, Rw TILLIT TESTING& MPANY ENGINEERING CO {yp7 ALN BEACH_ OJR07 17-104 /Vy - x�•u s- S� • 6 G •ul� PHONE. 800 432-2204.FAX:(561)209-8180 EB=0006719 m.w yR ORAIflNGNo ."•••••• WALTER A RLLIT Jr.,P.E. Jw n.ORIGa Lic./-44167 SHEET 1 Or 9 .JO2' .302" 2.560• al� 101' $ _lr• .110' .068' g .069'T 1pi ' - Q� l itoo'F-UL 296.9.365' 1.3711.190 2371• QD FLAT FEMALE HINGE A 1 REGULAR.INTERIOR MULLION HEAVY INTERIOR MULLION © FEMALE HINGE © f- B D FEMALE HINGE SCALE: 112- 6005-75 Alum. /2"6005-75Alum.ALLOY 6005-T5 Alum.ALLOY SCALE: 1/2"= 1- SCALE 1/2"= 1" SCALE. 1/2" 1" SCALE: 1/2'= 1- r.127' .oeo' I--.o90' ' .095' n.052' .159' I � �^.r97' I I r�N1.103 m .270- " 5 '�. I J. I '_may t� cj' N 1-.27°' -.195' L /7' .080' �� L�.556� 2000' 1.372' 1.'22' QF SNAP CAP © CORNER KEY NO WALL MDUNT QE BAHAMA MALE TOP FRAME SCALE 1/2'= 1' © BAHAMA FRAME G1 ALTERNATE BAHAMA, 1•LONG Alum. BRACKET SCALE: 1/2"= 1 SCALE' 1/2'- 1" FRAME SCALE: 1/z'= 1" 7•LONG SCALE.. 1/2'= 1" SCALE: 1/2"= 1" r MOLES INE OPNONAL �3'�•� r.T02' I �' /.000'�� TYP � m I .062' m `pM1 � L n 1,j I - .56.1 K L _ -� Y-.250• Ll--i ^° SIDE/LBRACKET OO @ BUILD-OUT 7'LONG ® SILL ANGLE _1070' I-e. '> I I .- SCALE. 112" SCALE: 112' f" -1 Alum. BRACKET raT _§g 0x'l 7"LONG " ' w vh,�,b-p1'y SCALE. 112-1/2`= 1- isf25' 1� I fowl= . �-J•1 lL-�J r1�-,°°°�°>�- COMPONENTS l0 HALF SHUTTER s5, 1 -- BLADE o o 1,,,,ri1�(E�A• T// ��:_ SCALE.•. 1/2"= r" '�,\vENs**-. " L FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 44167 .S ? o2or;,wEro,we ASSA EXTRUDED BERTHA BAHAMA SHUTTER Le ORAWN'6Y.' AMERICAN SHUTTER SYSTEMS ASSOC., INC. 07 ATE. W 127117 1 L E C O��N�. �"�° ��. Ra4pS DR" Mpg •�r�11�6 TILUT TESTING R ENGINEERING COMPANY WEST PAL42 AI5BE7CN,fi:M407 JQ SHUTTERBLADE SHUTTER BLADE ELEVATION S> .. NG ,,�,,,,, 17-104 L sem„:(w)nr-S0.�La.ro:(�afya I- PHONE(800)132-2701.FAX:(561/209-8380 SCALE. 1/2" i" SCALE I/2`= I' �� Ee-0006718 o®nor um eew DRAtYWcxo WALTER A TILL?Jr:•AE. ra-aex /n/t + SNFET 2 OF 9 FWW4 Lk./44167 C/.4 OR D/4 OR E/4 B 'O OR ©&Qf OR C14 OR D14 OR E14 E D. - E,% / / /(J)CALK-IN ANCHORS / ORO l ORO ©&O ©& E / ORO✓ J/JB'0 POP Rh£7 O 1 OR® 35N`EET 9 oOF rU9)ON ORUOONCCONCRETE °ETE B BLOCK B'O.0./f PER BLAOf) REOU/R£0 O REAR ONLY / 'ORO I Ot© OR(0 OR G ©OR�O RE UIRED AT N MlDSPAN,A SIDES r)/70 r1 I/?' F- ORQ (SfE SCHED LE FOR �.5. N.Syy�� (1)1/4'0-20 RMJUTS W/ REOU/REO AT REONREM ) NAD r J I/2' S TO ORv GOR® (2)I/1'a-20 r I"SS MfOSPAN,AT S TO 0!OR& 11WLL/1�a� ac,OIAR°�LY AN SIDES(SEE - 1 / ORO OR(?)/IO x L r/?'CE 9.9. SCHEDULE FOR .� SEE DETAIL 2116 S.M.S TOP "&B07ck REOU/REMEMS) SEE SCHEDULE -- � - (Typ A7 EACH BRACKf7) FOR KEOUfREMENTS \ - - - OUT SIDE BRACKET FOR TRAPPED SECTION A—A /NSTALlA7TON5 (WALL MOUNT)" SCALE: 3/8"= 1" aJ (3)CAI%(-/N ANCHORS POUR.CONCRETE Shy HOF)ON, �06RCOAYREIE BLOCK Pr US/mAOR Al AOR " �ORB Al A'OR AOR s i/eJ iiosuReo• /�/. ORB a A 1 A l a rano.ANGLE(coot.) �OR B OR Bs (6063-116 ALLOY) 14' ---@ OR ID/N r J{4'Ss. SMS O 9 C. • I11711 .1 I. OR.O (2)1/4'0-2°RrvNu75 w/ .•i - - --- - -1 0-0 0?a VERTICALLY I a i i a i\ I•.i i.I OR?J/IEOGE 01/2'S5. L_ L_ _J SYS TOP-&BOTTOM F t© \ u / F t O o (r P:A7 EACH BRACKET) �— N"OR 0 OR© a N OR OO ——————---- — ALTERNATIVE a OR© a .a O SECTION B—B mOR p C 4 OR D 4 OR E:4 N OR 0 @ OR p0 CORNER CORNER BRACKET / / / O BRACKET LOCl7)ON �C/4 OR D/4 OR E/4 )POA r f/a• s F LOC4nON W SEE SCHEDULE- IY SEE SCHEDULE W SEE.SCHEDULE W SEf SCHEDULE. S S.TO QI aR� G OR© (BUILD-OUT) SCALE:3/8"- I' UNLIMNED W/DTN SEE DETAIL 0l N OROO NOTE MULTIPLE UNIT ELEVATIONS SINGLEUNIT N?S IW/7/B�•J/Ja S E D. 3 I/2'Min. .,G NI T a, D.5 G OR (4)J/16 C Alom. 1 oR A� N r s. as AN�TOP�BOTTTOME POP RIVETS TOP/BOTTOM (1)/10 r 7 f/1'SLLS MR /O (7yp AT EACH BRACKET) j1TT7/iEEs�Eie FRONT/REAR_____ _ __ OR"O TTP (1)/f0 r r 1/2'SU.S j F '`II1���.�A..T, T/�•��- ___ __________________________ ______ ________ ____ __________ �•{ "_ ==_=__ - ='`Iff�R U�,--mar- -- ------ _ � = , .......... CE�•F d c �r -I TYPICAL AT / (J)CALX-IN ANCHORS S••••••-r �(1 III �Ral -LII III EACH'CORNER. SEE Salm U_ON \� HEET 9 OF 9J 0 I_ J 1J/4•MUS. ___ DR _ O1J/<• j� e �.4�167 e ; Il�t --- -- I I I F t G S�NS�O'TO C RQJ S l�� i III"'-- in ---- ---- --_ =_ill I I OR© // POURED cRaNcaETE �0�., �<<F%�� ----------- ----- = IIS IFj' _ =--------- ---------=c ---- --------- -t -- J/r sus N // ouc°iaxcm ErEetocK .?CQR� :.U�� == a__ _ ---_____—___—__--- --= ==F = 1� - I I SECTION A — A CRF r _ _ _ 1 1 (FLOOR/CEILING MOUNT) /� '•• Fr��••rr ------ ---Ir--- --- --- —————————— -- SCALE, J/8'= 1 OR®W/,.-NOTCHEV n ro:f.fso DEPTH (J)uuc-fN acrroRs FLORIDA BUILD/NG CODE (High Velocity Hurricane Zone) TO PENETRATE INTD ' , (iyP.Eil BRSCKETJ TE O HEAD AND SRL OQ O - C2017.77LTEC0,_INC. LC. O w( to r J•'sMS W/WASHER ASSA/EXfRUDED BERTHA BAHAMA SHU7TF� DSL F t G ryp.TOP @ BOTTOM OR Q N oR 0 ((�, °str eRec�ij us: AMERICAN SHUTTER SYSTEMS ASSOC., INC. 07a 17 7 LL ECOIN,. J' J• J" J• TILUT TESTING&ENOIHEERlNO CONPAHY 4258 wESr ROADS DRIVE {FEST PALM BEACH.a. 1/2" 1/2" JJ407 i/2' 1/2' ....N p ;.IMim�Tr_- xo'�:(rwla,!nlav�l 'vlab PHONE.'(B00)4J2-2104.FAX.•'(55f)?09-8380 17�1G4' DETAIL 1 EB-0006719 DRAWHO Na WALTER A.RLfl7 Ur.,P.E.SCALE: 1/2"- I" FLORIDA TIL r 44167 m rs-mx per SHEET 3 OF 9 . - - Z'x J"Mo+.x.125'' Cont Af-6.O.TUBE (I)/14 x 3e4' POURED CONCRETE ,POURED CONCRETE POURED CONCREIE (6067-76 ALLOY) S.M.S.0.6 OC REQUIRED B OR©C-L REOU/RED B Conf. RfOU/RED C Cont. \ POURED CONCRETE \ TAPOON ANCHOR �\\\,,,` 7APCON ANCHO� TAPLION ANCNO RfOURED ,,`\ C Canf. (SEE SYNEOULE ON (5£E 5CHEOULE ON \ ((SEE SCHEDULE:ON TAPLW!ANCHORS \ SNEEl 9 OF B) SNEER,OF 9) \ Cant MET B OF a Lrr /SE£SCHEDULE ON -Z`` Cont SHEET 9 OF 9) � \ F ctnf. � - �. cont E cont nmt \, I/4'-1 EXISnN0 I OR O C-L I 6IASS I I —\� I �fMSTINC GiA55 E?757/NC CLASS I I'� SEE SCHEDULE ON SEE SCH£OUL£ON Err Or 9UIE ON I/ SNEER 9 OF B FOR Nin. SHEET 77 OF 8 fOR Mfi. SEPAR 17 N 8 FOR Min. I JO'No+. I SEPARARON 70 CLASS - I' OR OLonL ISEPARAnON 70 CLASS I OR O Cont I SEPA21nON 70(XASS I OR O 0017NG CLASS--\ I '�..Con, -/—roa®LorwnoN a„, I I I I I I I (I)JIB'POWER OR I I I AL ME LOCATION I . sOLT w/r.I/2•wn I AOR j OR Q G,OR Q FOR G OR Q EMBEDMENT . C-L Cant. POURED CON,CRM I Cent Con 1. cont Cont. cont. Cent. __ - REDO. I I I l couc aoLr i 3Min. {{ �• / Con4 .OR @ Cont C �. i i �' / POURED E.D. f r' ;' i . -- )Conf: u 1 - / POUFED LONCRERE I // CONCRETE / Cant f _ 1 __1Elm E.G. CONCR -LED. �� r C CONCRETE I 'j . Canf. g - / f% E a \\ REQUIRED �/✓ REWIRED—/ rAPoON AYHORS UI \ (J)QIO x J 1/2'S.M.S. tw \\ [--// _%L. o s'a c G h ctostwE a+cfE(6o6J-rs ALLoh 'J/ r� \ f L(J)J/0 x.1 1/2'SM.S [-- (J)/t0 r 1 7/2•SMS �' Y x I•x.725•Cont.Num. [ - �' \\ (3)/lO r 1 7/2'S.M.S. t/ /f. [_- �POP W/J/I6 a Alum. ry)J/e•Po.rrtt eocr� \ / //, O POURED,coNCRETE - l' POP I o Iz•o.C.Ro©oR(G3 ANCNOR W/1'I/1' W/ &NUWONMB\\\ (J CALK-IN ANCHORS BAALKER // (J)CAC, ANCkORS/BR1LKEf f///, ! I 725 Cant OR Lpy (2)J/6'a-20 r 1'SIDE WALK A6n.EMBEDMENT l0 / - LOCAnON ) I / (SEE SCHEDUlE.ON SHEE7'9 CF 9) / N' CLOSURE ANGLE CONCRETE BLOCK BOLTS//DO(2) 4 0 20 W.. OR CONCRETE rl (SEE SCHEDULE ON SNEER 9 OF 9) / RE01/LPfD 7 RMJUTS EACH 0(� . 1/4'a-20 7HU.UB SCRE7V `� ✓ (6LI6J-T6 ALLOY)W/ ✓//// BLOCK IVAf1. 7/16'a Alum:POP RIVET 7' J' I/1•0-20 BOLT w1mur O 12 116 (o ;® Ca�L Atum.B.0.1U8E '✓' �1� SECTION C - C (V/ALL MOUNT) (6065-76 ALLOY) 1t!�, )fr�I)i =+"5• SECTION C - C (WALL MOUNT) SECTION_ D - D (BUILD-our) SECTION E - E0 NON HURRICANE POSITION(74'm.p.b: WIND SPEED) HURRICANE POSITION HURRICANE POSITION HURRICANE POSIAON 0�N,1�•,. •�� NSc��••'�� ErlsnNccLAss SCALE,J/B'= t^ SCALE 3/8."�= T" , .OB5'•-�T•- �-.175' SCACf:d/8"_�I" a p' /J,Sq ALTFRNASNE LOG110N C-L -I 1• NO.`4.'f I S7 -�FOR 0 ©OR.G Oso'(ryP) 0:9(rrP.1 L� m. „Lo�-I ;y� (1)TAPLON ANCHOR C-t. Cont. ym 8 L R. TO'FOURfO CONCAEfE :07' 8 r•� rr� "�` k I / REO'0. (7)J/76 0 Alum. �////�j POP RIVETS '//l/A 1/4'a-20 80LT W/NUT �`.\ 940 h i '.....!••' �! J '// .B75" SERRATED TUBE © 1" SERRATED TUBE © CAMEL BACK HINGE '•.S�ONAL FAV // '` OR C.M.ConINSIDE ARM OUTSIDE ARM 3003-H74 AIUM.ALLOY "••�•r••'' i .e / Cb L. 6063-T6 ALLOY 6063-T6 ALLOY LJ ' �� SCNE:J/R'= T' SC4LE e'J/B' r SCALE.-J/B'- Y FLORIDA BUILDING CODE (High Ve%clty HMFFlcone Zone) (J)810 X 1 1/2•SAts 02017 TXTECQ,INC. L.C. \\� NOTE.• ASS4/EXTRUDED BERTHA BAHAMA.SHUTTER DRAWN O„ [�w- r'O \\\ E. D. 3 112"Min. - 07/z7/p \\ AMERICAN SHUTTER SYSTEMS ASSOC., INC. `` O UCH JAUB\ 'L C'�9- .areBOLT W/��•/ L&NOLUON \ C. 4268 WESI'R6105 DRIVE 1:'1/2'Mn.EMBEDMENT /, LOUn0M J TIL4r TESTING&•ENGINEERING COMPANY Wf57 PALM OFACfA FL.JJ407 TO CONCRETE RL ,/,.a-z0 THUMB SCREW .ALTERNATE .SECTION C' - C' (watt MOUNT) "'"" :r�)a " '.r` 1'-`r°�`Ol""`° PHONE (800)431-2204.FAY" (567)z09-8780 0 RAWING N EB-0006719 ocnonw WALTER'A TnuT Jr..'P.E p4'0-20 ecyr w/Nur NON HURRRICANE POSITION SCALE.J/B 1• ao r.,-m1 I�Tn ILOR/D9 Me/H767 .. 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I IOrJ 4 SMS. -- -- --- — + _ __ _ _ OROn fif sF O// P-- __ - _____ _=-- A` �OGI� .� _ ------------ -___--__-- __- ---- (1)/10.Ji,-s.LLS: ___ _— _— FLORIDA BUILDING CODE (High Velocity Hurrlcone Zone). --- — ———— ozan:iaTEco,uic. ASSA/EXTRUDED BERTHA BAHAMA.SHUTTER DRAYN•Or W/WEB SIDE IYALK - - LTS IMO RNNUFS EA. To1.160 NOTCHED 0-20D.DEPTH �"0 12• c AMERICAN SHUTTER SYSTEMS AMC., INC. 0712'1!7 3M.5. ro I r O,N C. TD PENETRATE IN HFAO AND SILL G F +© �wuHER Q ,268 WEA DATE - To ORNE yP.TOP'k 90n17M. 7ILUT TESTING R ENGINEERING COMPANY OR G I aiv R a xx a n.m rww eamDay navm vleA PHONE .•(800]171-2204.FAX•(561)209-8360 17-T O4 DETAIL 1 .b.:„la„rl_I�.�,I1 EB-0006719 m•.w nemmx ..mum DRAWING No WALTER 1'7RLIT Jr.,P.E ao I!-rc1 p/I SCALE: 1I2'- 1' TLOR/DA Ua/.44167 SHEET 5 OF 9, (3)I/9'P-20 x 2'SS N.S.W/7/8 i J/J2' ____ __________ WIND NUT 0 J'O.C. _______ ____ ----- ___ F f VERTICALLY w/1/z'EDGE _ ____ _____=-=--311 II QD POURED CONCRETE Cone. DISTANCE TOP&a 80TT0N G OR® __________ill If I OR GT D AEDUIREU ..`\ (Typ,AT EACH BRACKET) JAI II TAFCON ANCHORSTl E.D. Sc -OH��— \ f F LL ____________ -__-__ � ------ -"'T(r Cont A/' (J)GI t 111 11 1 fED ANCHORS _______ /! �KT OFFBs ON 111 III N DR :O ------------ -----------POURED CONCRETE OR CONCRETE BLOCK _------ !, • REQUIREDIll III (J)CALK-AY ANCHORS ___ill III (TYP:'FA BRACKEf) - _ A ILL GL I N >✓ w =_=___===='- "__----- _"==__ --7TTTT- =911 II 1 0 �l I % ------------I1IIIIIII % E�eRAx s I I SEE SCHEDU£ON lzo 411SHEETF 9 rLAM. EPARATIOOR O-1 SECTION G - G TD GIASS (TRAPPED MOUNT)HURRICANE POSITION DETAIL 2 WALL MOUNT. SCALE: 3/B"= 1" - SCALE,: 1/2"= 1 I / Ca _ F'+ G o a w/1p•o-zD. I x 2'S.S.M.S WA / I99 AENDTIF L >�ALCAYS - ----------ill III %• OR AAI EACH SIDE OF INTM H--- N.SEE !oNN�SHDEEET5Or9FOR" G ORG� ------------=------- � --- --- ii f /i I80%T[Aro DTI. C.41. ConL _SEI------="_____=__ - --------------- - I I cont C NOTE: -- -- ---III II 1 N I Q \ E. D. = 3'1/2"Min. 1 _________ __x__ /rJ////�'//�//.;I l/; ; i✓.f`/ - -- --- 111 11 I )y�EAK- )ANCHORS POURED CCK- ANCHORS I"7--�E D CONCRETE (SEE SCHEDULE O�U ____________ REOUIRED SHEET 9 OF 9) _______________o_c__ ----------ill III /' (J) III 11 I �� IWAI. 1 N n7-/2BJJ0' 2•R" s. NO14x0.J/ SECTION F - F (TRAPPED MOUNT) DISTANCE ioP&�BDT oUE HURRICANE POSITION ` RYP AT EACH BRACKET). " SCALE 3/8."= T" - DETAIL 3 TRAPPED SCALE: 1/2"> T" (j1FA0/glisi�N.Tri �,AAA�Q' '��GENSF'• �a • No.44167 ,. � FLORIDA BUILDING CODE (High Veloc//y Hurricane.Zone) • : 02017 7XIECO,INC "L C. t ASSA/EXTRUDED BERTHA BAHAMA SHUTTER DRARN Sr.- AMERICAN SHUTTER SYSTEMS ASSOC., INC. 07/27/17 I L E C OTILLJr N�. 4268 REST ROAD DRIVE DATE eat a TrS77NO .ut14GIN ERRING COMPAW .ince WEST PALM BEACH,FL M407 T7-TO4 111111 Ehw:(MSpT!-1610.4:(,Vlo-lsn PHONE.. (800)432-1204,FAX(961)109-8380 x•••xI/ EB-0006719 :� ORAW/NO Na m. WALTER A TILL?Jr.,P.E. otD l9-oez T/11/! FLORIDA Ua/44167 SHEET 6 OF`9 1/4'0 LAO SCREWS O 6.a G IDED 1/4'0 UG SCREWS O 6'a a PENETRADON�TO COS17NG \ W 1 I//12 M:n "OFAD£D WOOD HEADER. \/I PENLTRARON 70 IXSDNG 2'x J'x.115'Conf. WOOD HEADER. !I \ `\ 1/4'0 LAC SCREW O 6.0.0. / \. r/+'0 uC SCREWS O 6"O.L Alum.TUBE \. PENE7RA7/0N TD ExsRNC / / W 17/1'Ar.lXRFAOm (6067-76 ALLOY) I PEN 7mN 70 IX/STWG / \ / B cont /. I W000 HEADER I WOOD HEADER. ! B cont C cent. / S.*i.`S.a 6•o.c i r \ l - C CnL j Lmt. r Cant ! 1/ F Cont \ y� Tza\ / ///Lent \ IE Cont \�YCnL / F CnL ! N I / I ORO Cnf. !.q •.. , .' ;. h W000 HEADER REQUIRED f/+•. 1 3116 W000 HEADER ROOD HEADER % 3/I6•. REQUIRE REQUIRE EXISIWG CTAS; CLASS W000 HEADER I OR Coa GL.LSS ORO Cant REQUIRED EX/SRNG CLASS SEE SCHEDULE ON SHEET 9 OF SEE ET 9 RE' FOR MW. ON SHEET 9 OF B I OR ,IO SEPARARON 'N FOR MW.SEPARARON N SEE SCHEDULE Cant. 10 CLASS 70 GLASS fX15RNC ON SNfET 9 OF 9 CLASS mR YPL. LASS LION ro cuss f cent. ant ,/ cont. J .Cont G OR Q cepa sen' G OR Q OR G P RNEIS G OR Q r x i x.r2s Cent cent. C.M. CoeL .Cant. CnG Conf. 'Conti' 6067 T 6AMAW� r) / 14 x J/4'S.M. -\ 'ConL .7/16'0 Num..PoP Cont 1 F ! Oe�l©aa o (J)f1o'x1r/z's.Ac.s • ' 'Cnt. t'x 1'x.115'Conf.Ahm. GnL _ (J)/1D t�i/z sMs. V / •I (3)/10 I I/2'S.M.8 u , - \\\\\ CLOSW/ URE -'/"'a Nu( POP RNE75 Y) 12{aa TO 5OR® 1/4 0-20 ELLO i 1 \ L O FALX JANE& / 4"\ malo/lemo/e PANELMIIF Yx •� (J)'1/4'0-20 ELCO mefe/f ale 1'S/DE WALK \ MULL/ON'LOUImN / / / P / / 86 D P(A7E W/J 7 8•N/NWUM REDO P iE ANCILIAlE W !7 B'Yin. 1/4'0-20 1 i I• •i r R fRm• PEHE RARE'AT NmW1D1N i REDO m'I PENLTRADON Ai MLD'NlORI 4• RNNUTS.FA O L OF EXISRNG'W'LJOD PLATE \ OF IXSRNG.4 I ! / 1/4.0-20!NUMB SCREW 1 RE1pf,DRE 0 1/4'0-10 soft W/NW ! \\L` ! ` 1 .' ;• 0 ! ` , t z'.r J'Mor.x.125•Cent Afurt.. (z)1/4'a'uc scRfw. a°li+l�%rl6D �r6 Au0>7 WOOD STUD AT EACH 5700(M/DW/DiH OFSTUD. Y I%4."7�{�/fa15 6'0.C. 2'M'n.NOMINAL)Alm W/1 1".ISLc ~ ,1'..W�IL 7T•Ze.71] _ REQUIRE C SWD. EO PmETAARON WIG IXISJINC f' Erg4noN.711• 1®00 NON HURRICANE POSITION DETAIL: (74 m.p.h. OR LESS WIND SPEED) ALTERNATIVE 1 ALTERNATIVE 2 °•E"'��,10Ej11�+• SCALE.•-3/8"- I.- HURRICANE POSITION HURRICANE POSITION .ALTERNATIVE .3 r �J �1 ,(<`••. 'p SCALE.- 3/8"= 1' SCALE.'3/8'= 7" HURRICANE POS1770M t'1�?•• '•Q.44167 1 $ MSTWG GLASS' ✓ SCALE:3/8'= 1" cant. PJ/RAVS 1 aem. IFAMOUNTING INSTALLATION & BUILD—OUT 1/4 0-20 BOLT W/NUT — SECTIONOR Cent Cent, cent. INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS AL Eta / a �� ORO Cont NOTES: ••.'•�����rr,r / '` ` I�I•• f PEI \RCN I EXISTNG f.INSTAf1A17ONS ARE ONLY VAUD FOR INS7AUA77ONS WRH ASO.DES/GN PRESSURE FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 1 \ RATING LESS OR EQUAL THAN+62.0, -75.0 p..f.AND•Mar.SHUTIDT SPAN AS PER SCHEDULES ON SHEET 9 OF 9. 01077�DLTECA,Wa L.C. A L R I, t•�O \\\ 2.FOR NEW WOOD FRAUE'CONSTRUCT70N:WOOD MEMBERS TO GE SOUTHERN ASSA EXTRUDED BERTHA BAHAA(A-SHUTTER ORAWTI 8Y• / \�, PINE Na.2, W/SPECIFIC DENSITY OF 0.55 OR EQUAL O EACH JAMB& / I/4 a-30 L MULLION LOrARGM �{. E`+0 INe. AMERICAN SHUTTER SYSTEMS ASSOC., INC. 07/27/17 MUMB SCREW DATE. I/4.0-20 BOLT W/NUf 4268:WEST ROADS GRAS I4DOD.SN0 7/LLIT TESTING&ENGINEERING COMPANY NEST PALM BEACH,FL.73407 O 24'O.C. (2)I/4'a UG SCREW uv Nr,>,;i.\y,sv..rm. Ara•cm0¢naw sffae PHONE(800131-1204.FAX.. 61)109-8780 17 - 04 REQUIRE AT FALH.SND(./OW70TH OF STUD. mwr I(-)en-ram rt.:fw)etr-fair ) re (S 2'Y/n.NDUWAL)AND W/11/2'N1n. ALTERNATE NON HURRICANE POSITION DETAIL E-Oo06719 a®pfoV a DRAWiNC No, 7HRFADE PENET)R4 70H INTO 00SRNG SCALE.'3/8'- I- - WALTER A R(!R JI.,P.E. mo u-ou /nA SWD. FLOR/OA Lie./44767 SHEET 7 Or 9' i 2'x 4'WOOD STUDS 4\ \\`. + \\\.\ \.\\\ �.\•l\'\ MOOD TRUSSES OR RARREQUIRED 0 CORNER (Typ.) ., 2'x 4'WOOD STUDS C 1 0 24'O. REQUIRED 0 CORNER /• /f (J) 1/4'0 ELC°/emote I (TyP•) PANE lfA7E W/1 7//B Min / THREAD.PfNETR4hON. rf :T/I6'0 POP RNET 0 P 6'0.C (1 PER BL o T'dn. ' 0 RFA'ONLY (J) 1 4 0 ELCO female •, 2' Q d°nL 5' J//I6'M'n: I \ / �\ :• /4 ,- Alum.PIiITf Cant RPFNETRATI 7A' .Mn / WOOD HEADER / / (606)-i5 ALLOY)W/ REQUIRED. r Cant J i ✓+' /✓i/. (2)5/16'0 LAG"I 1 ' 3/4' LOCA S TO EACH JOIST. l . .l J LOCATE SCREW AT IS —// F C°nl, NlOW/OTIT Of EXISTING 0R C.M. 14 x 314' WOOD MEMBER(2'Min. 1/4''0 tAC M S. E cont. NOMINAL Wl01H)W/ /q•• F 14 x 3/4'S S •, SCREWS 0 6"O.O.. 0 6'O.C. 2'Min.THREADED J/16'0 PoP RJVEF 0 5.M.S,;t9 9 O C J/4r W/1'r/2'Min. PENETRATION. 6'D.C(1'PER BIAD£) THREADED PENEmrm N 0 REAR ONLY. F N °R (J) r/4'0-20 RMVUTS IV 2' F 10 x 1 r/'S� (JJ 4/4'0-20 it 1 1/2'S.S. ccosuRE M.$0 J O.C.VERTICALLY i ORO S M S TO,(�l OR�JJ G IV 1/2'EDGE DISTANCE .Alum:ANGLE(Con(.) I OR.(2)F10 r 1 I/1' \ SEE STJIFDULE. l OR J O .F S i I I/1' ON SHEET 9 OF 9 O C°nL I OR J S.S S. $, S M.S TOP&BOTTOM MR WIN.SEPARARO C-L SEE SCHEDULE ON SHEET °� .TO Ul OR�J (139•AT LACH BRACKET) F TO GLASS. 9 OF 9 FOR MINIMUM SEPA-AT70N TO GLASS d (J) r/4 0-20 RNNU75 W/ SECTION A—A F To x r 1/'S.�( (J) 1/4 0-2o 17/2'Si s. h .a• S M.S T°�ORIJ G OR 1/®EDGED 1WR7CALLY IV(WALL MOUNT) F,o,,,/2• © ORI. Fro x T 7/2' SCALE : 1/4" = I" I OR S S S. S. S.b1.S TOP&BOTTOM J Cont. TO QI OR't (I}p.AT EACH BRACKET) 4'0-20 RIVNUT 0 9'0,C. J c°nt G OR.© W/1/4'0-2o x'2's:s M's SECTION B—B FULL LENGTH(LOCATE ALWAYS .AT LEAST TN'O BOLTS 1'AT EACH 2'x 4'MOOD STUDS _ G OR © 1/9'a-20 RNNUT 0 9'0.C. Q SIDE,OF 117ERIOR MULLION.SEE REQUIRED 0 CORNER GOR 1 WALL, MOUNT Cant Cant W./1/9 0-20 x T'8.S/J.S. ELEVATION ON SHEET 5O 9 FOR (TYP•) Q FULL LENGTH(toCATEALWA- BOLT LAYOUT) (JJ l/4`0-20_x.2' SCALE: 1/4"= 7" AT[EAST 7W0 BOLTS 1'AT EACH, L- M S W/7/B x J/J2' SIDE OF INTERIOR MULLION,SEE Cont 2'x 6'WOOD DECK WING NUT O J O.C F .I--' ELEVATION ON SHEET 5 OF 9 FOR MIACALLY W/1/2'EDGE BOLT LAYOUT) REQUIRED DISTANCE TOP&BOTTON 2'x 6'WOOD DECK (Typ.AT EACH BRACKEf) REOulRID I T M;". EDGE DISTANCE If�APPUCABGE. r Lam 1/4'0 LTG SCR 0 6''O.C. OR 1/4.0 LAG W/I 1/2'Min. (!)FID x 101/2„3$. N SCREWS 0 6'O.C THREADED PENE7RATI0N S.M.S. TO I OR(J.) ry or W/f J/2'Grin. .• c '7HRE40ED PENEM770N ��`. •"• ' ALTERNATIVE 4A ALTERNATIVE 4BfJ) 1/4 0 ELCD female FANELMATE W/1 7//6^.M;n, Np� Ct THREADED PENE7R9hON. ItlO.4��6/7 SECTION G—G , FLOOR/CEILING MOUNTING INSTALLATION (FLOOR/CEILING MOUNT) — SECTION A SCALE: 1/a"= 1" _ �.(` ..( RI SCALE. 1/4" 1" INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS NOTES.: FLORIDA BUILDING CODE (High Velocity Hurricane Zone) I.INSTI ALLTNS'ARE'ONLY VAUD FOR INSTALLATIONS WITH A.S.D.DESIGN PRESSURE 02o77 TILTELO,INC L¢ RATING ESS 0R EQUAL. THAN+62.0,--75.0 p.e.f.AND Mor.SHUTTER SPAN AS ASSA/EXTRUDED BERTHA BAHAMA SHUTTER DRAWN BY, SCHEDULES ON SHEET 9 OF 9. 2.FOR NEW WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO BE SOUTHERN .07/27/17 No: 'PINE 2, W/SPECtnC DENSITY OF 0.55 OR EQUAL ECO�N�. AMERICAN SHUTTER SYSTEMS ASSOC., IHC. a7E, IL TILUT TESTING&'ENGINEERING COMPANY 9268 WEST ROADS-DANE WEST PALM BEACH,FL JJ907 ....Rx'✓u•st s,a,oz rrr-v.C1,�neAu sllee 17—T 04 Pnerw J(J0.1JeJ1-rv0,Fmr.(]61J!>I-1311 PHONE_ (800)4)1-1209,'FAX•(561)209-BJBO EB-0006719 n DR4M7NG Na IYALTER A TILLIT✓n,AE, aO IJ-mJ �n /LOR104 Uq f"167 9. 4 SCHEDULE# 1 SCHEDULE# IA MAXIMUM SINGLE UNIT FOR A CORRESPONDING A.S.D. DESIGN PRESSURE RATING AND MOUNTING TYPE MAXIMUM MULTIPLE UNIT FOR A CORRESPONDING A.S.D. DESIGN PRESSURE RATING AND MOUNTING TYPE SINGLE UNIT ELEVATION - C4SE I:WALL+WALL AICUNT IMUL77PLE UNIT ELEVATION CASE 9 )RIPPED TOP/gOTTOY CASE i:WALL WALL uOUM CASE 9:TRAPPED TOP/gp7700 OR MAPPED Ag 90f5 J SIDES.(SHEET 6 OF 9) OR/RAPPED AT SIDES J.SIDES (SHEET 6 OF 9) SHEET-]OF 9 'OR aR BAHAMA SCE BRACKET SIDE&M BAHAMA ©e)RACKET ©o�e)BRIarET SHUTTER STP) —I —� SHUTTER A7ER1usSIDE TYPE g�T E rt mae. j. J J TYPE BRACKET J --W�-I ANULI IED I/—I {-INL RED I OF UMTS OF UMTS A.S.D. DESIGN MAX/MUM SPAN L-(IN) A.S.D. DESIGN MAXIMUM SPAN'L'(/N) PRESSURE PRESSURE R411NG(p,s.L) MAXIMUM UN? MINIMUM SEPARATION RATING(P.s.l.) MAXIMUM.UNIT INTERIOR_MULLION MINIMUM SEPARA77ON AND CASE y WIDTH'W'(11) W/O SIDE BRACKET W/SIDE BRACKET TO GLASS(IN) AND CASE f WIDTH'W'(IN)• W/0 SIDE BRACKET W1 SIDE BRACKET TYPE REDUIRED TO GLASS(/N) CASES.I&IICAS£I +56.0, -63.0 42" 52" N/A 3 1/8" +50.0, -43.3 36 1/2" 72 1/2" N/A Al 2 112- CASES I'&/I /2"CASES)&II CASE I +75.0, -100.0 42' -N/A 96." 2 1/8" +62.0, -75.0 .36 1/2" N/A 83" A2 2 3/8" .. CASE 11 .. +62.0, -75.0 36 1/2" N/A 84" A2 2-318" SCHEDULE I(f 2 SCHEDULE if 3 LIMITATIONS FOR SINGLE.AND MULTIPLE UNITS BAHAMA SHUTTERS UNIT WIDTH (1N), SPAN L (IN) AND MAXIMUM ANCHOR SPACING AT TOP FEMALE HINGES©., ©, OR @D AS CORRESPONDING, MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) FOR THE INSTALLATION OF SIDE& SILL BRACKETS WELL AS SILL ANGLE QO AT BOTTOM (AS APPLICABLE) FOR INSTALLATIONS INTO CONCRETE & MASONRY BUILDINGS BY MEANS OF (3) 1/4" 0 x 7/8" CALK—IN ANCHORS • INTO.POURED CONCRETE HEADERS AND SILL *** MAXIMUM NEGATIVE SINGLE UNITS MULTIPLE.UNITS A.S.D. DESIGN PRESSURE SINGLE&MULTIPLE UNITS A.S.D.DESIGN PRESSURE W/SIDE&SILL BRACKETS�� '.W/SIDE&SILL BRACKETS• RATING(P. s. k) RATING(p.s.T.) T0.CONCRETE TO BLOCK TO CONCRETE TO BLOCK TOP&BOTTOM TO CONCRETE Max. 'W' Mox. L' M-K. 'W" Mox: "L' Max. 'W* Mox..V Mox. IV" - Max. 2' ALL PRESSURES COVERED -55:7 42" 96" 42' 96" 36 1/2" 84' ,I 36" 75" !N SCHEDULE'•�1&.fl IA 9_O.C. TOP&7-D.C..BOTTOM. 36' 65" -65.6 42" 96" 42' 96" 36 11 84' ,* 1!1 p� p / 28" 55" SEE SHEETS 7&8 OF 9 FOR ANCHOR SPACING FOR INSTALIAfTNT9.,VX100_'4 -75.0 92" 96" 42" 96" 36 1/2 83" 36 1 2 62" FRAME BUILDINGS. 1� 5Q,, ,.`CE (C�(/f,e_ -83.0 42" 96" 42" 87" N/A N/A N/A N/A 0- 4416.42 a -.100.0 42" 96" 36. 73 N/A N/A N/A N/A v'. M' FOR ELCO PANELMATES((3) 1/4'0 W/1 7/8'PENETRAPON) USED AT SILL&SIDE BRACKETS FOR INSTALLA77ONS INFO WOOD. SEE SCHEDULES 1 &F 1A FOR SHUTTER:SIZE. •* /N ANY CASE..MAXIMUM'1Y'&L'VALUES W/CORRESPONDING ASD. DESIGN PRESSURE RATING SHALL NOT EXCEED MAXIMUM VALUES,INDICATED ON SCHEDULES B I& FA - FLORIDA BUILDING CODE (High'Velocity Hurricane Zone) 02017 7/LAEC0,INC. ic. ASSA/.EXTRUDED BERTHA BAHAMA SHUTTER GRAIN BY. IL ECOINL. AMERICAN SHUTTER,SYSTEMS ASSOC., INC. 0 DATE' Txur TESTING&ENGINEERING COMPAN74268 WE6T ROADS 0R&£ c7xT NIR 4an s.sx wc�¢I rLnvLu.v,ee WEST PAW BEACH.FL 33407 17=104 t'Iw+(leN i Io.Fa.,few 1t-ASIA PHONE:(800)432-2204,FAX:.(561)209-8380 EB-0006719 , ORAW/h'G No WATER A•RLLR Jr.,P.E. pD Io-mT a/ 4a• ROR/G4 L1c/44167 SHEET 9.OF'9