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HomeMy WebLinkAboutProduct Approval (2) I r 11512021 Florida Building Code Online sWOWt BLIS Home tog In user Registration Hot Topics ! Submit Surcharge j state&Facts publications I contact us i Bels site wo i un'ice search Eirnidi r (Product Approval . USER:public User Prodntt Annreval Mann>product or AnpliceNon SaaMh>Bgalit U9 ,fat>Application Oatati FL# FL8523-RB Zb Application Type Revision 00 Code Version 2020 Application Status Re-Apply Ye G®M ' Comments conddonal-reappiyl2/i6/20 0 r o ® �� Archived c �a Product Manufacturer American Shutter Systems Association,Inc. IDO AddressiPhone/Email 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/Email Quality Assurance Representative ��� copy Address/Phone/Email Category Shutters Subcategory Bahama Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardeopy Received Florida Engineer or Architect Name who developed the Waiter A.Tilllt Jr. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and,Management institute Quality Assurance Contract Expiration bate 12131/2021 Validated By John Henry Kamp mann Jr. > Validation Checklist-Hardcopy Received Certificate of Independence E->t573 R8 COi ASSA-COT.p,�lf Referenced Standard and Year(of Standard) Standard year \ ASTM E 330 2002 ASTM E-1886 2012 ASTM E-1996 2012 Equivalence of Product Standards Certified By Sections from the Code www.floridabuilding.orgipr/pr epp od.aspx?param=wGEVXQwtDgvjJCSu0EmpYht igKa470LYE033BSNWbgDo/aid 4h 1/6/2021 Florida Building Code Online I, Product Approval Method Method 1 Option D Date Submitted 10/28/2020 Date Validated Date Pending FBC Approval 12/15/2020 SummarV of Products FL# Model, Description Number or Name _ 8523.1 Bertha HV Extruded aluminum blades assembled together and retained by jambs/headers to provide Bahama Shutter Hurricane Protection. (Non-HVHZ) Drawing Number 17-109 Umits of Use installation Instructions Approved for use in Ft.fi523 RA II 6EtaTffA HV BAHAMA SHUTTER BVSTAt i ATiAN INSTRUCTIONS NQN HVHZ pd HVHZ:No Verified By:Amerlcarf Test.Lab of South Florida,Inc. Approved for use outside Created by independent Third Party:Yes HVHZ:Yes evaluation Repo"s impact Resistant-Yes FLa523 R8 At-ASSA-PER-BAHAMA.Odf Design Pressure:N/A Created by Independent Third Party:Yes Other:Large missile level "D",Wind Zone 1,2 and 3, Max.width is 42"and Max. height is 96"for+45,-59 p.s.f.ASO design load,Max. width Is 126"and Max,height is 70"for+45,-50 p.s.f, bark Y�nnt IS a>601 Alalr etene RaZd Tallahecsee Fl.3734a Phenni 8 0.4e7-ie�a The State of Florida is an AA/EEO employer.=rloht 2007.21113 State of Florida,::privaL4Z Stgeme4eaessibillty Statement::Refund Statement Under Florida law,email addresses are public retards.if you do not want your e-mall address released in response to a public-records request,do not send 019WOnlc malt to this entity.Instead,contact the office by phone or by traditional mail.;lf you have any questions,please,contact 850.487.1395.*pursuant to section 495.27511), Florida Statutes,ef/ecdve October 1,2012,licensees Iicensediunder Chapter 459i VS m4%t,oraviddthe Department with an email address it thoyhave pne.The emalls provided maybe used+for official communkaHon with.tha email addresses are,public record.If you do not wish to supply a personal address,phase provide the Department wim an email addross�which can'be m11dn o+iai aliteadahe.pdtillc,ib determine Iryou area konsee under Chapter 455,FS.,please dick h—em. Product Approval Accepts: Credit Card Safe: wwwfloridabuilding.org/pr/pr app dB.aspx?param=wGEVXQwtDgvjJC6u0EmpYhCjgKa47OLYE033BSNWbgD%3d 2/2 r 11 i � f f { 1 t",-- p O I ,� o v A q� M �o tx- MRH 'Put OR h yytl OA 7 5 tl 411 AS 'NI GINI M- RRG CONSULTANTS.LLC , An ALT..sturttntoct mt:V4DLrwrna a L01y� `x �: P.r Llc.as9ofy C�;c2a a D.V.T.HUIIRIM*\rE AL1l:0.Mn'IT.LQC.KING Ron 1030 PAK MULLUSV.AVE,.VEROIItACI1,11.32MG -SHUTTERS.INC. LUCKDDWN DLTAIL ,F PHONr^_MM1,73-25TI NIX.g2).192-9315 im bin nLmmm sw..Vrno ttr;tat.cLtra - Tt� mtn�em=rot-uti sew ra-muts:n GENERAL NOTES: 1. BERTHA H.V. BAHAMA SHUTTER SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN 9.3) MINIMUM EMBEDMENT OF PANELMATE INSERTS INTO CONCRETE OR CONCRETE BLOCK VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2020 (7fh EDITION)OF THE FLOR1 A 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/ D COUNTY) / "S.S. TRUSS HEAD MACHINE SCREW USED SHALL BE 1 1 4 LONG SHOULD STUCCO DEESIGNSIGN WIND LOADS SHALL BE'DETERMINED AS PER SECTION 1609 OF THE ABOVE MEN710NED.CODE, EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO. 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 DIRECTIONALITY FACTOR Kd=0.85. USING ASCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE DESIGN PRESSURE RATINGS INDICATED ON NOTE 2. BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES 8.1. B.2 AND IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 8.3). SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER 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 8. 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-TS ALLOY AND TEMPER, WITH Fy DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE = 25.0 ksl MINIMUM (UNLESS OTHERWISE NOTED). ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIMILAR PERMIT IS APPLIED TO.' MATERIALS SHALL COMPLY WITH SECTION III-6 OF THE 2015 ALUMINUM DESIGN MANUAL 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES WITH 50 ksi YIELD POINT AND 11. SHUTTER'S EXPOSER SURFACEMANUFACTURER LABEL F THE BAHAMA FRAME ElE�OCA�EOR E�NACCORDANCEREADILY VISIBLE WITH LOCASECTTION T 90 ksi TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. 1709.9.3 OF FLORIDA BUILDING CODE. ONE (LABEL SHALL BE PLACED FOR EVERY OPENING. 5. BOLTS TO BE AISI 304 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 6. ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL. ' 12. (a) THIS PRODUCT EVALUATION DOCUMENT (P.E.D:) PREPARED BY THIS ENGINEER IS GENERIC 7. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; 1. 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. BUILDEX, INC. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION - 1/4"0 x 1 7/16" PANELMATE INSERTS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS PRODUCT EVALUATION NOTES: DOCUMENT, PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. A.1) MINIMUM.THREADED PENETRATION OF TAPCON ANCHORS INTO WOOD SHALT BE 1 1/2". 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 MEANS. A.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1 AND A.2). ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, (B) TO EXISTING POURED MIN. f'c=3192 psi. CONCRETE OR CONCRETE ASTM C-90 BLOCK UNITS: 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. BUILDEX, INC. LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. - 1/4"Ox3/4" ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & (e) ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE SPECIALTY COMPANY. PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. 1/4"0x1 7/16" PANELMATE INSERTS AS MANUFACTURED BY ELCO FASTENING SYSTEMS, LLC. ����ERiA!I TI�1FYYr��i4 THIS DRAWING SHALL ONLY BE USED 1!�0­**4'4­' �B.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO,POURED CONCRETE SHALL BE 1 3 4" OR S . yOBTAIN PERMRS IN THE SUTE OFFL018DACONCRETE HOLLOW BLOCK SHALL BE 1 1/4 ' FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 167 so:D nt •INC.B.2) MINIMUM EMBEDMENT OF 1/4"Ox3/4" ALL POINTS SOLID-SET ANCHORS INTO POURED *i j*:', ® ASSA / BERTHA H.V. BANANA $NUTTER DRA B CONCRETE SHALL BE 7/8" OR INTO CONCRETE HOLLOW BLOCK SHALL BE ENTIRELY STATE OF EMBEDDED. � 7��70 NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 S.S. MACHINE SCREW USED SHALL BE •F<OR1DP 1L E C O LNe. AMERICAN SHUTTER SYSTEMS ASSOC., INC.' DATE TESTING$ENGINEERING COMPANY 426a WESTROADS DRIVE _ 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO. �i��i TONAL�NG\� ,Na w( � ew"i a nam PH:(EST PALM M3BE CH. RID uo3a-oeseo 20-166 Ypr1111111111%"` CA-000 719 m.w s,u eu� mcs,w DRAWING No Y/W.TER A TRIVc.II Jr.,P.E. n-�� - SHEET 1 OF 7 FIAWW Ltc.S 44187 .330--2{" uni 0 �a5 �/ 0 I o a° 7� q ��7F8" � 4Rg5 ,01"",-'-—91 �Pp 5� Ii 41 2.330" .28 " 25"6 .108" -.080" m a (t.030) R.125 �v .51• 078" Ina119 ' o 39 071 �I IIi . N] M. 87 — ?o 2.557T 1 t8•, . I 34 3" R055 " 38• 0 1NI 2.12s° (t.o2o) 2.972" f i i o AO LOUVER Al HIGH VISIBILITY OB " FEMALE .820" —t.82D• a 60 BLADE LOUVER BLADE I 6063-T6 Alum. ALLOY 6063-T6 Alum.ALLOY © TOP RAIL/MALE HINGE DO BOTTOM RAIL O JAMB I--2.aoD- VIEW " Y 0 45� ---1 F-1.250"----1 f-7.250--� 2.330" ^�• HOLES E0. Eu.--I o _` o f`— 4.000" Min. I II N m o in I Off' I'n° 5 N 1 `� ±30` n ^� .125" r� g/16•m ' 1/4"0-20 " LONG \ S. THUM CREW OR .093 Q N (TYP.) Min.�, - 3/8"0-t6x LONG Q'. m HOLE -L p ACEAL THU BSCREW. 00 0 I \ /ts s"m Z o i; OH OCKING EXTE IOR F ATION i I 1 Min J 9/16"0, HOLE Min, I N HOLE o OD I n © C ANNE .tD` Min. PRE-PUNCHE CENTER MULLION HOLES - HOLES �--1.997" - 7/4 0-20x1 LONG t30 VIEW X B — LOCK WOOD �- S.S. THUMBSCREW OR 3/8"0-16x1" LONG VIEWS Z ACETAL THUMBSCREW. N o O LOCKING ROD AT INTERIOR FIXATION .085" 0?• o 'SO O a9 T o i o cc t�4lidtil �� �CEN FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) .875" U E J S T BE r .940` t•750" SF O INSID O OU ARM =fir N0.44167 n 02020 nLTEco,INC ASSA / BERTHA H.V. E1AFL4MA SHUTTER onAm per KO CAMEL BACK HINGE - * - =� STATE OF ��z�ws9 L C O AMERICAN SHUTTER SYSTEMS ASSOC, INC. DATE COMPONENTS /-! ��ORIP . �t,�' ILL1T TESTING k ENGINEERING COMPANY hEM PALM BG�O.AM1oMDA 37,07 �/�L/?atS' ''••... iO aLs.m+vsx� inPnsiee 20-166 SCALE: 3/4" = t` / _/ '��pp�ONA 11 N .�``\` 1-0009719 w' o.r PW CaM 33—ouc Fnr.�.361)299�0� nn IXtAWINO No 11f�1LTER A TILLlf Ir..P.E I an n-�W aEEr y OF 7 F10PoDA lYc. NT67 A.OR @ C (CONT.) ®C B/5,6 (CONT,) � � Q D 5,6 (CONT.) C/5 A oR Al Cow..Tv.)- '� ,6 cow.� B (CONT.) ®D/5.6 ° (2) 614x2"F.H. D/5,6 (2) $14x2'F.H. S.S. S.M.S. FROM JAMB(E_ - \ FROM JAMB It TO TOP RAIL C TO TOP RAIL C ♦- J,(2) �14x2'F.H. _ (2)�14x2'F.H. S.S.S.lAS. _ _ - I FROM.JAMBE I- - S.S. S.M.S. j TO TOP RAIL-Cj - _ -- - FROM JAMB E 1 TO TOP RAJ L�C r i F -r 2 BLADE in. L_ _� 2 1/8' Min. 2 1/8"Min. L }BLADE BLADEt -� 2 BLADE in. n PENETRATION PENETRATION ^ PENETRATION + F 1 1 PENETRATION w OI r -1 1<i F t + J ,g (2) #14x2" ' 1 L2) #14x2'MMMA InFROMS - ! I JAMB(E)TO N(2) fj74x2' - (2) #14x2- W BLAD t _ . - 1 E O� F.H. S.S. S.M.S. - F.H. S.S.S.M S. ® MID CoHQGHT - ^� `•'( AMID HEIG BLADE JAMB MQi T L --I BLADE J®�. TO N. TO BRACE JAMB - y '� i0 BRACE JAMB rj FROM® MID(G 1 _ j ®MID HEIGHT �" t �d TO SPACE JAMB _ .'-1 TO BRACE JAMB ° F' -7 vl L- _J N B/LAR i J B/4 ® -T r yi r— (2)14 2'FH. I- / A/4 ® A� , (2)sux2'F.H. - 7 S.S.S.M.S. B/4 L I FROM JAMBQ f-W lFROM JAMBQESINR -JB/4• RAIL N TO BOTTOMTO BOTFOM RNL Dru (2) �14x2" F.H.F-- - 2)#14x2'F.H. ((;� 'W" (SEE SCHEDULE SHEET (SEE SCHEDULE, SHEET 7)--, 'W' (SEE SCHEDULE, SHEET 7) S.S. S.M.S. - S.S.S.M.S. `J E. Max. WIDTH FROM JAMB QE FROM - TO BOTTOM-RAIL M C/5,6 D/5,6 RAIL@ H p H. . G WOOD SUBSTRATE D'/5,6 F-------"W" (SEE SCHEDULE, SHEEF 7) - - - �;�-4w— (2)D f 5,6 B•/4 IIB•/4 C/5,6 TT -1 SIMILAR D'/5,6WOOD SUBSTRATE a®'F.H. 4 -� S.S.S.MS.- / A/4 A/ A/ - -J r(2) #14x2'F.H. FROM JAMB •�- 1J S.S.S.M.S. B'/4 ( - - 1 B'/4 TO BOTTOM - •FROM JAMB Q r SINIUR RAIL(p) • +' o o _- i0 BOTTOM RAIL@D ® H D (cony.) H G (2)/S.M.S. F.N. - (2)814x2'F.H. -"W' (SEE SCHEDULE SHEET 7 "W" SEE SCHEDULE, SHEET 7 'W" SEE SCHEDULE, SHEET 7 S.S. S.M.S. rS.S.S.M-s G ) ( ) (SEE QE •` _ TFROM O Im BOTTOM L D C/5,6 120" Max. W1Dn-I D 5.6 TO BOTTOM "H p Q' G "`yAlA�l ""�a,CONCRETE OR CONCRETE BLOCK SUBSTRATE �5,6 G w (SEE SCHEDULE, SHEET 7) ��.�P\,\�.,.,..,!((�j 4,MULTIPLE UNITS: CASES II & III C/5,6 1). = F s FLORIDA BUILDING CODE (Hon Hlgh VWoclly Hurricane Zone) CONCRETE OR CONCRETE BLOCK SUBSTR� D'/5,6 _ N0.44 167 = 020:0 T¢TEeo,INC. Tk * ASSA / BERTHA H.V. BAHAMA SHWER D,a..G. SINGLE UNITS: CASE I STATE OF 7/=/7DZD I L E C O i u c. AMERICAN SHUTTER SYSTEMS ASSOC., INC. DATE ELEVATIONS FOR INSTALLATIONS WITH f_�J/ ,/ F<oRIOA �v L,,r TESTIHD a[NGINEFRIND COMPANY 420 WCSYN°m DRIVE �-( ��' ��FSS70•••••••'JC\C��`4m Kriw faa+A>t-man":rm.c° imnaym�t alas PK(L o)432- 4 FAxW RUM F�(ea1)luoa WO 20-166 EXTERIOR LOCKING ROD n FIXATION C NALE 1xa�` •-md:-R.�,— /fl1111N111/N [A.ULurr19 i+••• �� cart .oueinx. DRAN1NG No N.T.S. WAFTER A.TRln Jr..P.G olo n-+w _ Fwiuw SH[ET 3 OF 7 A OR Al C (CONT.) �C 5 6A BQ(COM•) / �C 5A,6A / Corn.. ) / A, D 5A,6A C (coNr.) / A oR At g (coNr.) (2) y14x2"F.H. o - D'/5A,6A (2) y14x2' F.H. o CONT.TMP•) ®D 5A,6A S.S. S.M.S. S.S. S.M.S. - FROM o o D'/5A,6A FROM JAMBE FROM JAMB TO TOP RAILBC (2) y14x2" F.H. TO TOP RAIL C T S.S. S.M.S. H + (2) y14x2'F.H. L FROM JAMB(E� �- - 1 S.S. S.M.S. I - I TO TOP RAIL C I-- --I- 00 OP RAILM JAMB E r r T -7 2 BLADE in. J 2 1/8" Min. 2 1/8" Min. L 11 i T' J 2 1/8" Min. PENETRATION BLADE BLADE T t r PENETRATION PENETRATION 'T t BLADE Li t• --11 -� n -}. -� PENETRATION w E i I �J in E + F * E J = (z)ylaxz" _~ + (2)y14x2" N F.H.SS SMS %.H.SS Sh�S w r I FROtd JM9(EZTO v (z)y1ax2 (z)ylaa" N LiADE AYaRR� r- T + (Py w F.H. 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G "W" (SEE SCHEDULE SHEET 7) D (CONY.) hl S.S. S.M.S. ••W" (SEE SCHEDULE, SHEET 7) -W- (SEE SCHEDULE, SHEET 7) FROM •I_- S.s.Ms.(� 120" Max. WIDTH Two OTr M 7 T.OM MBEp � C 5A 6A D/5A,6A G OD � / CONCRETE OR CONCRETE BLOCK SUBSTRATE D'/5A,6A °W' (SEE SCHEDULE, SHEET 7) ���� ( TOi, MULTIPLE' UNITS: CASES II & III y>C/5A,6A D/5A,6A 0'S�P ��CENSF Tv FLORIDA BUILDING CODE (Hon High Velocity Hurricane Zane) CONCRETE OR CONCR BLOCK SUBSTRATE D'/5A,6A N0.44167 _ ©2020 TILTECO.INC. ASSA BERTHA H.V. BAHAMA SHUTTER DRAMWNP NT SINGLE UNITS: CASE I = �O 1N�. ulleeicAN SHUTTER srsTe►�s Assoc., INC. '�D DATE TESTING a ENGINEERING COMPANY 42E0 WMUOAOS DRIVE ELEVATIONS FOR INSTALLATIONS WITH ., STATE OF ' '°�ORIOP,•' t,�awxrm',t- (YaG'G)432 uALM eo4F°`rAx:(njD561)209-I]BO 20-166 INTERIOR LOCKING ROD n FIXATION '%Fss�o•••• NG� °- -0��°' ,�4 �, DRAWING N° N.T.S. 'rin,rl NAMj11`�` x R1aw to xTq ut67 E. au n ,' SHEET 0A Of 7 CONCRETE HOLLOW BLOCK_ REQUIRED 0 CORNER (Typ.) 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(E)w/ TYP.) S.S. r(-O N1 INTERIOR WEB :I - S.M.S. 2' x 4"WOOD REQUIRED ® CORNER Cryp. BOTTOM RAI FROM JAMB(D NOTCH AT FROM. �A'M�(@ NOTCHED AT STUDS REQUIRED v. )7 % TO BOTTOM RAIL BOTTOM L TO BOTTOM RAIL@ BOTTOM RAIL 0 CORNER (Typ.) BLADE PENEMT. L.L BLADE= 625'.625" G, -o 1/4-0-20 x 5 .1 LONG SLOT 2"1 3; 1/ 0-20 .SLOT IT6 2 THUMBSCREW ALUMINUM D' ...x POP RIVETS.4 CONT. LONG "BACK do FRONT` THUMBSCREW. —2 LOCATION ' ALL POINTS 779 �4 2) -0"T' PCONS OR A 3) 1/40 2) 4'0.3/4: ."(3) i'/4"O x 1 7/16 G SOLID-SET OR WOOD, ANEEMATE INSERTS TO v A IV �141 ELEvATioN Ai FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) SCAM-3/8'- t' 02020 TILTECO.INC. BAHAMA SHUTTER PA WN BY ASSA / BERTHA H.V. 0 M.P No.44167 7/2/2020 11LIECO Nc. AMERICAN SHUTTER SYSTEMS ASSOC., INC. DATE STATE OF TlUJT TESTING&ENGINEERING COMPANY WEST-65 WISIROADS DRIVE PH,(IIIIII)PALM BEACH.FLORIDA 33407 432-2204 FAX:(561)209-aM 20-166 /ON A e WALTER A.TILUT J,.P.E. DNAWINO N. 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DATE HURRICANE POSITION 9� F� P,•• TESTING t ENGINEERING COMPANY 4268 wEsrROADs DRIVE LOCKING ROD JH) FIXATION o .� �R1�.• .zaN.T4W a�c.� . ,.RMWA ST,o WEST PALM BEACH'FLORIDA 33407 _ SCALE-3/8•-1• 4, f Ss Ic�O�. ... wlicA o00e7 9'` 1n, �... PH:( 2-2201 FAX:(561)200�W80 20-o66 IY 44 WALTER A iiWf Jr..P.E. dA 17-1. SHEET 11 OF 7 FlOM A lie, 44167 CONCRETE OR CONCRETE BLNED 1ffADER PEOU°HD 1/4.0 TAPCONS / 1/4.0 TAPDONS / 1/4-4 TAPCONS E j . (SEC SCHEDULE / (SEE ScHaR ISEE SCHEDULE ` ON SHEET 7) / B Cant ON SHEEP 7) - �,.J� L ON SHM 7) B C..L #14.2•F.H. / 014,2•F.H. (4) ALUMINUM / FROM S.N.S. / FROM S.NS. POP RNEFR FROM JAMB FROM JAMB (� - ( - BALK @ FRONT / TO 70P RAIL-© �.j TO TOP RNLjCJ I I I r�• I , T OTClIED EDUMB TWEB I I 4 NOf ilWCT / TOP WAa V V I TOP PAL 0 COVCREfE oR \( \�@ QR ® COnTE BLOCK CN j OR Yin.SEPARATION J CONCRETE BLCCR CO1CR V \ TO C Q� I A ® WALL RECuIRm �\ �y� \\"' wAWALLREolARQ7 \r _ \ ) (SEE SCHEDHED ULE oR I QLA =% (2)J14.2•FIL S.S.S.M.S. 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E 1 j FROM JAMB T TO BLADE OR �S \ o YID HEIGHT TO BRACE JAMB f (FR)OM�JAMB F TO SLADE(y OR@ e MID HEG5T0 BRACE JAMS OR OR A II (o1aT Tra SnTiE suers) SIe \ ,\ OR A I �RFRIGR WED (x)3/1 B'P aim. Ca,L 1/4'/-20 BOLT W/NUi— \^^` \ NOTTCHED AT / POP I I (ONLY FOR YLUPIE UNIM) / BOROM RNL@ 1/4'0-20 BOLT W/NUF �N�.� \\ E INTEM WED NOTCHED AT BORON RAIL@ I BOTTOM RAIL@ G J K \ 1. I .250'MAX.GAP" Al INUY \\L 1OG710N p. ( POP RIVETS D 1 I BACK 8 fROM l/,� / ,/ ' /4's x0 TF Late SCREW(2)814,¢'F.H. �L I V4 o m THUMB scHEW D J j 5 Cant. ,/4'a-20 80LT N/WNCNU ro BOTTOM RUL@ 1 0-20 BOLT W/WNCNUf S 5'M-S F.H. CONCRETE OR ^a /� FROM JAMB CONCRflE BLOCK �(2)1J<'0 TAPCONS OR TO BOTTOM RAIL D REWIRED / `2)T/4'OA7/6'ALL POINT SOLID-SET OR (2)1/4'0 TAPCONS OR VMS' 2)i/4-0A1 7/16'PANLTLATE INSERTS /0'ALL POINT -m ws ET OR (2 1/4'0A1 7/16'PANELMITE WSERiS j/ SECTION D — D ALTERNATE SECTION D'—D' (WALL MOUNT) IL I)I ar (WALL MOUNT)NON HURRICANE POSITION �: �t�� ' NON HURRICANE POSITION SECTION C — C / SCALE:J/e•-1' `w\A`Q�, " TJ�,' SCALE:S/B•-,• (WALL MOUNT) % \CENSF ••9 y FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) HURRICANE POSITION 2 SCALE:D/B'= 1• No 44167 _ ©2oxD 7aTECD,R+a ASSA BERTHA H.V. BAHAMA SHUTTER DRAWN a CONNECTION TO CONCRETE OR CONCRETE BLOCK ��% STATE OF I� E C O mc. AMERICAN SHUTTER SYSTEMS ASSOC.. INC. 7/DAATE° W INTERIOR LOCKING ROD (R) FIXATION ( '•. F a••:`�, TESTING$ENGINEERING COMPANT 4261<WTSTROADS DRIVE ,� 'C <ORID WEST PALM BEACH.FLORIDA$3407 \ NT.04T:�m.m vWo,u nayml+alm (CS'•.•, .,_Mot:tA>o.F..`t�F'',- rx:(fiDD)ax-2aa rAx (s61kaB-enao D 166 �DN,A ��� _Mot:u Waoaa.� DRAWING Na cA-000s7,e W FLO A a Jr..P.E Om„-,� SNCC7 6A OF 7 TwRmA Ua!u1s7 SCHEDULE#1 MAXIMUM SHUTTER SPAN"L"(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 CASE I :WALL MOUNT B CASE II WALL MOUNT n CASE III BAHAMA WALL MOUNT SHUTTER ELEVATIONS �L I—w—f--w—{ F--w w w �W� DOUBLE UNITS TRIPLE UNITS: SINGLE 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.) I +45.0 —55.0 42" 96" N/A 4 5/8" II & III +45.0 —50.0 40" 70" OF 3 5/8" SCHEDULE#2 MAXIMUM ANCHOR SPACING AT TOP FEMALE HINGES@ FOR SINGLE(CASE 1)&MULTIPLE(CASES II&III)UNITS FOR A CORRESPONDING A.S.D.DESIGN PRESSURE RATING&SUBSTRATE TYPE MAXIMUM A.S.D. SUBSTRATE CASE DESIGN PRESSURE POURED CONCRETE RATING WOOD OR (P.s.f.) SOUTHERN PINE No.2 CONCRETE BLOCK +45.0 —55.0 121, 7 1/2" II & III +45.0 —50.0 7 1/2" 7 1/2" FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) `��yp ttl III Ipf f C)2020 NLTECO.INC. ASSA / BERTHA H.V. RAFIAMA SHUTTER M.DRAWN BY IL EC 0 ttvc. AMERICAN SHUTTER SYSTEMS ASSOC., INC. 7nDAATE NO.44167 TILLIT TESTING k ENGINEERING COMPANY 4269 WESTROADS DRIVE *= asn N•.Feu.s•as m vRG�A r1ao aJlw WEST PAW BEACH,RORIDA 31t07 STATE OF cxo�" P":(eoo)432-22" FAX:(!61)209-D160 20-166 mem 4lbeo9eel.com DRAWMc x o 7 /J� rA-DOOW19 wn pN �L/ ��i"F9 •.'P<ORID�` r;,��'��•� WAL7ER A i1WT Jc.P.E as L-Iw of of r FLOFDM tie.p µfW WEEP '��ffAryfSYONAi IEN```p�``