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HomeMy WebLinkAboutProduct Approval DCIS Home Log In User Registration Hot Topics Submit Surcharge Stata&Facts Publications Contact Us BCIS Site Map Links Seared Fk�litla 0 Product Approval USER:Public User .. Product APnrovai Meng>Produrt or Application Search>Anokcation List>Application Detail FL# FL8523-R6 — - Application Type Revision v Code Version 2017 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@eastemmetal.com I Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email I 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.Tilsit Jr. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By John Henry Kampmann Jr. G Validation Checklist-Hardcopy Received i i Certificate of Independence FL8523 R6 COI AMERICAN SHLfTTER 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 i Product Approval Method Method 1 Option D i Date Submitted 09/14/2017 Date Validated 10/13/2017 Date Pending FBC Approval 10/17/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 8523.1 Bertha HV Bahama Shutter(Non- Extruded aluminum blades assembled together and retained HVHZ)Drawing Number 17-109 by jambs/headers to provide Hurricane Protection. Limits of Use Installation Instructions Approved for use in HVHZ:No Ft 8573 R6 11 AMERICAN SHUTTER SYSTEMS ASSOC INC Approved for use outside HVHZ:Yes DRAWING 17-109 BERTHA H.V.BAHAMA SHUTTER.PDF Impact Resistant:Yes Verifled By:American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large missile level"D",Wind Zone 1,2 and 3,Max. Evaluation Reports width is 42"and Max.height is 96"for+45,-55 p.s.f.ASD FL8573 R6 AE AMERICAN SHUTTER SYSTEMS ASSOC., design load,Max.width is 120"and Max.height is 70"for INC DRAWING 17-109 PRODUCT EVALUATION +45,-50 p.s.f. REPORT,PDF Created by Independent Third Party: Yes i flack Next contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The state of Florida is an WEED employer.Coovriaht 2007-2013 State of Florida.::Privacy Statement::ACe_s lbiilty 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 mall to this entity.Instead,contact the office by phone or by traditional mall.if you have any questions,please contact 850.487.1395.-pursuant to section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls 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 clkk he,. Product Approval Accepts: ® wi � tirrtl® i Credit Card IISSafe I i I I GENERAL NOTES. ---- -- -- 1. BERTHA H.V. BA WAA SHUTTER SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN 8.3) 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"6-20 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 WAND 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 7-10 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 8.1, 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 8. 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 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 = 25.0 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 LOCATED 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 © gOR UE IN ACCORDANCE WITH SECTION 5. BOLTS TO BE AISI 304 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. 6, ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE 7. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) 12. (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. — 1/476 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 NOTE'S: 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 (6) TO EXISTING POURED MIN. f'c=3192 psi. CONCRETE OR CONCRETE ASTM C-90 BLOCK UNITS: WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, 1/4'6 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDER, INC. ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. — 1/4"dx3/4" ALL POINTS SOLID—SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY, j,j'qfw�Se) ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE - 1/4'6x1 7/16" PANEU.AATE INSERTS AS MANUFACTURED BY ELCO FASTENING SYSTEMS, LLC. ' 4 TI %PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. Q,�ti.........4 — - ~ �/'I THIS DRAWING SHALL ONLY BE USED TO 8.1) MLWIMUM 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". B.2) MINIMUM E6l,BEDMENT OF 1/4"0x3/4" ALL POINTS SOLID—SET ANCHORS INTO POURED ' 17 S ' FLORIDA BUILDING CODE (Non High {velocity Hurricane Zone) CONCRETE SHALL BE 7/8" OR INTO CONCRETE HOLLOW BLOCK SHALL BE ENTIRELY i ,�i, * '* 2017iLT�0'0C' A$$A/ BERTHA H.V. BAHAMA SHUTTER Owmi e, EMBEDDED. STATE OF ,Q�. , � �� NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 S.S. MACHINE SCREW USED 5H' L • OR��P`,r:�4tiP IILIE�►`O INc. AMERICAN SHUTTER SYSTEMS ASSOC., INC. 07/47/17 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO, • Ss'O•-AL���•\ TIWT 7ESTN0 h ENGINEERING COMPANY 4268 WESTROADSµ{5T PALM MACH.it°R9?41�77t°7 (Y ,.�`t "' iim.-Imo:ro weox nam.vtw 17-109 <x+Pn-pmt PN:(ECO)402-2204 FAH:(507)109-8]ED •rir,•'' e-mRE tMO87od.eom DRAWN.Ne EB-00°8719 «» utt �. o W FL A.Uc. Jr,P.E- aP m.ou nV, I'" SHEET 1 OF 7 RCR:OA lie./N16) .302" 033" 0al��Y,,�!, 7B' 910' .910" .213" .0 — — 4j.47 .281 2330"'. 000. 625" —.080 5.0.rn ri, 111)8 "d.045-, (±.030) \;p .0 .078* t 9. .39/_ —.071- (Typ.) i mg" .11 11.4uT UP t 11 R�415" 0 tt R.343. 0 2.557 1 1.625" 1.700"— .03 1 L-2.000"— 2.125" (±.020)----� 24" LOUVE Ai HIGH VISIBI 1/4" B.O. FEMALE HINGE 1 1.820' RLADE LOUVER BLADEll;� 6063-T6 Alum. ALLOY 6063-T6 Alum. ALLOY lTOP RAI[OlMALE HINGE BOTTOM RAI ,IAMB VIEW A r41/4-0 1150" 12, HOLES T_ 4.000' Min— r-2.330" 10. T-1o 0 '0-0, 10 77 8 0 ±307 Cl! 17- .1 - L 25' 14 1/4"o-200' LONG .V) TYP.) ul — Min.-/ UMBSCREVI OR t HOLE 3/8-0-1150' LONG ACETAL THUMBSCREW. 9 Az LOCKING ROD AT EXTERIOR FIXATION Min. HOLE Min.-" HOLE 12" CHANNEL O 10" Min. PRE—PUNCH (2) 1/4"0- (3) 1/4"o-, T HOLES HOLES ul CENTERMULLION LONG ler BLOC w0Q S THUMBSCREW OR VIEW 3/8"0-16.1" LONG ACETAL THUMBSCREW. VIEWS LOCKING31121) AT INTERIOR FIXATIO .085"— w O I c Do Do k T141,). off" Qq 049 + c .. ........ `90 L F-,: GO] FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) .875- SERRATED TUB 7F I" SERRATED TUB No,44167 ", - 02017 RLTEoo,�Hc. INSIDE ARM OUTSIDE ARM ASSA / BERTHA H.V. BAHAMA SHUTTER LO RAwN By CAMEL BACK HINGE D7/2a/17 AMERICAN SHUTTER SYSTEMS ASSOC.. INC. DATE % TADS MOVE COMPONENTS 4263 WEST TILLIT TESTING&ENGINEERING CO.PANY VIM I RO PALM BEACH.FLORIDA 33467 FH.(600)432-22G4 FA&(561)109-6380 17-109 SCALE: 3/4" = 1' WALTER en SHEET 2 OF 7 nnRoA 781n Jr., ------------------- U C 5,6 '�(CONL) 4i -- - — -/- -- ^ V -- (Car. / D/5.6 C (corn.) C 5,6 -A�oa AY - (2) $14x2-F.H. o D'/5.6 (2) #14x2"F.H. (CIX,ff.Typ•) ©D/5.6 S.S. S.M.S—� S.S. S.M.S.—� o D'/5,6 FROM JAMBE N FROM JAMBE ° TO TOP RAJ L�C – `( ) A TO TOP RAI – F 2 14x2•F.H. °r° °J S.S. S.M.S. 4 \(2) #14-2"S.M.S. F.H. L '1 FROM JAMB(El ' 1 I S.S. S.M.S. L I I FROM JAMBE 1 TO TOP RAIL© T I TO TOP RAID i r 21/8', SLADEAin• j 2 1/8" Min. I 2 1/8" Min. L j -T 2 1/8" Min. t- BLADE PENETRATION PENEfR EION ^ PENETRATION .I,TL- F BLADE + PENETRATION i 1 -J w E L i E) N E i_ T I -d--CE) 1 r L -� w (2) #14x2" 1 I -� 2) 114x2" N F.H. S.S. S.M S. 1 T .H. 5.5. S.M.S. W FROM JAhfB TO ;. I FROM JA,UB TO (2) #14x2" ' 1 2) At 4x2' BLADE OCR fq� ti .Tr BLADE QA CR F.H. S.S. S.L.S. F.H. S.S. S.M S. w ® MID HEIGHT w f- 1 y ® IAID NEIGH j FROM JAMB O T L FROM JAMB E TO v TO BRACE JAIAB _ BLADE It.H.,n L j BIADE CA AGR NTI L I J 70 BRACE JAMS ® MID EJG I I ®MID I�iEIGH I I a TO BRACE JAMB r 1 TO BRACE JAMB r z r - — t _� a B/4 L LJ SIMILAR ___ 1' /% T '-I B/4 { 1 r T- 7 `—' t (2)#14x2•F.H. - A/ A/4 (2)1914x2'F.H. t 1 F- -i I S.S.S.M.S. B/4 L FROM JAVBo ° FROM JAVB .J B/4 TO BOTTOLI - --------- °° ° - TO BOTTOM ML , ' 1 ® RPR Ca H (CONT.) J ------ t- f(2)#14x2'F.H. (G --"1Y" (SEE SCHEDULE SHEET 7)---"W" (SEE SCHEDULE, SHEET 7)—Ih-17- (SEE SCHEDULE, SHEET 7) S. #14x2"F.H. i S.S.S.M.S. FROM JAMB ______-- _ FROM JAMB( 120" Max. tnDTH D/5,6 -------- TO BOTTOM RAIL(D) TO BOTTOM - � C/5,6 RAIL Op H D J WOOD SUBSTRATE D'/5,6 G •I 'W" (SEE SCHEDULE, SHEET 7)__• 1 C/5,6 D/5.6 B'/4 T 1 T B'/4 / D'/5,6 8 -1 1 s�AUR WOOD SUBSTRATE (2)#14x2'F.H. + L S.S. s.Ms. - A/ 7A/4 A14- -1� A/ ;�(2) #14x2'F-H. FROM`AMB • . e 1.1 S.S. S.M.S. I -i B'/4 TO BOTT01A ________- ° °° _________ •FROM, ,, B'/4 r 1 SIMILAR � r.,, a TO BOTTOM RAIL(D) p _ ® H) (colli.) I (H .G (2) #14x2• F.H. .J.�(2)#14.2'F.H. G •)�•�-"W" (SEE SCHEDULE SHEET 7)I"W" (SEE SCHEDULE, SHEET 7)-}—"W" (SEE SCHEDULE, SHEET 7) S.S. S.M.S.—„ S.S.S.M.S. FROM JAMB LE}• -•FROM JAMB�7 120" Mox. WIDTH TO 80TTOA1 ---- _ r-------- To BOTTOM RAIU' .rrrnrii�i' C 5 6 D/5r6 I,- RAIL 10) - oI ,✓ D �' ���! -�/ ' CONCRETE OR CONCRETE BLOCK SUBSTRATE D'/5,6 _ C}' t.- -'W" (SEE SCHEDULE, SHEET 7) MULTIPLE UNITS: CASES II & III — C/5,6 D/5,6FLORIDA BUILDING CODE (Hon High Velocity Hurricane Zone) CONCRETE OR CONCRETE BLOCK SUBSTRATE D'/5,6 No.4416 r * 1 eon mrEco,INC. ASSA / BERTHA H.V. BAHAMA SHUTTER DRAWN 6Y SINGLE UNITS: CASE 1 ; 17 11 L I E C.O t N e. AMERICAN SHUTTER SYSTEMS ASSOC., INC. DATE ELEVATIONS FOR INSTALLATIONS WITH �'�� G� ,11A1 TLLT TE`W�i@ ENGINAEE rC MP;N� (�)4268���,4 FAX.(DA&U07 17_109 EXTERIOR LOCKING ROD (HFIXATION ��NAI _ ...gr••rr FD-00067" DRAWING N. N.T.S. WALTER A TRAY Jr.,P,E aD 1t•!x RN.' Ar FLOSHLET J OF 7 R;DA Lic.P 4x167 --- - - -- A OR FROM JAMB OQ TO TOP RAIL C FROM JAMB nF F7R6lJ PENETRATION -7 PENETRATION PENETRATION -4- -1 ch w ItE N&Li BLIZEOCIR HDW -7 10 ERACEW46 TO BRACE J9a SWILAR 7:7 "w- (SEE SCHEDULE SHEET 7)--4.--W- (SEE SCHEDULE, SHEET 7)—1 --W- (SEE SCHEDULE, SHEET 7) In FROM JAMS '/5A,6A S, TO 01A / W (SEE SCHEDULE, SHEET 7)-- B'/4A B. WOOD SUBSTRATE _7 Fl W" (SEE SCHEDULE SHEET 7)_�_-W" (SEE SCHEDULE. SHEET 7) 'W" (SEE SCHEDULE, SHEET 7) CONCRETE—OR CONCREILBLOCK SUBSTRATE D 'OD MULTIPLE UNffS: CASES 11 & III (SEE SCHEDULE, SHEET 7) .4 FLORIDA BUILDING CODE (Non High Veiocity Hurricane Zone) CONCRETE OR CONIC ETE BLOCK SURSIRATE SINGLE UNITS: CASE I AMERICAN SHUTTER SYSTEMS ASSOC., INC. IL H, FIXA-TION mvA?4 N. N.T.S. FILROA Lie. 44 67 / � - � � CONCRETE HOLLOW BLOCK_ REQUIRED 0 CORNER (Typ.) 2"x 4*WOOD STUDS RECUIRED 0 CORNER (Typ.) 3'FOR TAPCONS '. U 1/2S. ._S 2" Min. (2) 1/4'0 TAPCONS OR------- I Wn. E.D. (2) 1/4"0X3/4'ALL POINTS SOLID-SET OR (2) 1/4-0 PANEL MATE INSERT I j E W/ INTERIOR WEB OR (r)W/ INTERIOR WEB NOTCHED AT (4) 3/16.0 (MADE TYP.) NOTCHED AT BOTTOM RAIL ALUMINUM BOTTOM RAIL POP RI Q) VETS BACK FIR ///`�j� //��// 5/16'x2'SLOT 5/16'x2' SLOT rAn (3) 1/4'0 TAPCONS OR 3) 1/4"ox 1 7/16' PANELmATE -------a 1 _71_7 F----- F =Q-5-M F SERTS TO WOOD ---------------------- --------------------- --------- ------------------ -------------------- ------�_ ------------ ---- -- - ---------------------- - -- ---- --------------------- z::z f ff-f::f- M L- ----- -------- _(2) #14x2" S.S. S.M.S. 0 -H. S.S. S.M.S. FROM JAMB H BOTTOM RAIL (2) #14x2' F FROM JAMB(g)TC) BOTTOM RAIL Z_ ------------- 6ETOS + (2) #14x2" F.H. S.S. (E)W/WEB is'11� I E —21/4';�Ot 7.21 LOW= NOTCHED AT La 4,Ymmawz. + (2) #14x2" F.H. S.S. S.M.S. FROM JAMB([)TO BLADE kd,�OR it_kv I L FROM JAMEI(R)TO BLADES. 0 MID HEIGHT TO BRACE JAMS "-4'THUMBSCREW LOCATION— BOTTOM RAIL(g) SECTION A_ CONT. 0 MID HEIGHT To BRAZE JAMB SECTION B'-B' PLAN SECTION 8- (2) #1422" F.H. SCALE:3/8' F.H. rS.S. S.M.S. ,ow/ INTERIOR WEB - (&IR @ (2) J`14�2 CONCRETE HOLLOW BLOCK NOTCHED AT S (D W1 WEB (BLADE TYP.) S M.S. W/ INTERIOR WEB -2.x 4- WOOD F REOUIRED 0 CORNER (Typ BOTTOM RAIL TO J4113(K', NOTCHED FROM JAMB All-0 NOTCHED AT STUDS REQUIRED A To BoTrom RAIL @ BOTTOM L D) 07 TO BOTTOM D BOTTOM IL 0 CORNER CI/B^W_ BUG_ ------ --------------- --------------- ------- ------------------ --------zz:zzz- ---------- ------- -------------- ------- -------------- ------------ ---------- 1. 4,L7 ----------7 i.625-.625-f _j 1 1 C) ---- ------- r 77 _777:7=tff_____-_-� -0 k " ',j . 1__� Vx2" 1/4 -20 S,S.j>_ T QV 5/1, 6 x2 (4) 3/16-0 I. LONG- ALUMINUM - LONG % PC -TS �24 1 T " )P RPVE ..CCN'T UIABSCRLW. BACK & FRONT' 4'THUWeSCFXW LOCARON '(3) 1/4"O'TAPCONS"OR�-, (2) 1/4-ft3/4'ALL P ..(3) f/4'0 . 1 7/16" S SOLID-SET OR 'Alf PANELMATE INSE.RT TO WOOD. "(2) TAPCONS o Ns �.NTS (2) 1/4 AN�.YATE INSERT -ji eTd ............ \-\r,ENS," JAZ FLEvAnoNA FLORIDA BUILDING CODE (Ron High Velocity Hurricane Zone) NO @2017 TILTECO.INC. 44167 SCALE:3/8' 1' ASSA / BERTHA H.V. BAHAMA SHUTTER LC_ DRAWN GY 071261 AMERICAN SHUTTER SYSTEMS ASSOC., INC. DArE 0 & TILLIT TESTING ENGINEERING COMPANY 4268 WESTROADS DIUVE 1,11 WEST PAI BEACH. FLO 3y,07 17-109 _U PH:(800)132-22044 FA)L(56I)2M-&3a0 * C.d ES-OG06719.— WALTER A.TU111�4,P E. ROROAU..I G� CONCRETE HOLLOW BLOCK REQUIRED 0 CORNER (Typ.)�, WOOD� STUDS REQUIRED 0 CORNER (Typ.) 3- '.1'T-CONS (2) 1/4.0 TAPICONS OR - 3 1/2 FOR SOLID-SE 2`n. E.D. Min. E.D. (2) 4"00/4'ALL PO SOLIDSET OR /4'0 PANEL MATE OR (2) lN_-�sm INTERIOR WEB OWI INTERIOR WEB t'"./ r'UV4'r T NOTCHED AT :N1 A (4) 3/16^0 TYR) BOTTOM RAIL(—M ALUMINUM BOTTOM RAIL POP RIVETS F 5/16'x2" BACK & FRON 5/16-4- SLOT SLOT--\ .-:A". \-((3)3) 1/4'0 TAPCONS OR 114"0 x 1 7/16" -7--=- - -- -- — - - -------—--- -----—---------—- ------------ ------— ---------- --------------V. PANELMATE INSERTS TO WOOD -- --- ----------- ------------ ------- rt Filct;i ims(Em eorrom RAILOD ==­ FROM JAMB(DTO BOTTOM RAJLOD (2) P14�Q-' F.H. S.S. S.M.S­--_ FROM F.H. S.S. S.M.S. + (2) #14x2' F.H. .S. SM.S. 2 I/B-M.. FROM I� D W1 WEB VE 1+ (2) #14.2- OM JA.MB 'BLADE��OR C� —10 THUMBSCREW LOCATION NOTCHED AT La BLADE PENETRAT"ON FROM JAMB(r)TO BLADE OA OR I& IAID HEIGHT TO BRACE JAMB SECTION 8'-B' BOTTOM RAIL SECTION A-A CONT. lor THLUBSCREw LOWON_ - ® MID HEIGHT TO BRACE JAMB PLAN SECTION 8- %,W/INTERIOR WED (2) #14x2" F.H. SCALE:3/8-. I- OR @ (2) #14.2- F.H. IR YIES TC AT-_-I //--s.s. S.M.S. (BLADE Typ.) S.S. S.M.S. ___N, '/ TTC 2" . 4"WOOD CONCRETE HOLLON BLOCK. OF%v/WEB qQTC.N' fm FROM JAMB ED, REQUIRED 0 CORNER (Typ BOTTOM RAIL(D NOTCH AT FROM JAM13',g) 5'.625" —STUDS RECUIRED TO BOTTOM L(0, 13OTTOM RAIL )7 OE \ BOTTOM RAIL 000QQD 07 TO 807TOM RAIL.0,15 0 CORNER (Typ:) YA v 2 l/r WI,� 15/16'x2" 2 MACE PENETRATION 15/ITVx2� SLOT 7 !L �j LI N. ------j =�--------------- --------------- ------------------ ------ L------1------- 8 ---- -------------------- ----------- Ai------ /--------------- . Z -------- —------- ------ ---- 7-MM-mm-15-1 ------------------ .-3 (4) 3/16"o LONG' POP6 x I ' -0-20 S.S.. THUMBSCREW. ALLI MINUMRIVETS. I HI -XI"LONG j. i I' THUMBSCREW. C 'BACK & FRONT'" 04T. SLOT!=Tm 1.1400 TOPCONS OR (2) 1/4"0 TAPCONS OR -(2) 1/4-0.3/4-ALL POINTS _(3) 1/4'0 x 1 7116" OR PANELMATE INSERTS TO WOOD SOLID-SET _77 (2) PANEL MATE INS I/4"C ERT' A, ,\VEN 15F.• FLORIDA BUILDING CODE (Non High Velocity Hurricone Zone) NO ELEvATioNA Q2017 TILTECO,INC. .44167 ASSA / BERTHA H.V. BAHAMA SHUTTER CpTLCC' SCALE:3/8' By 1817 AMERICAN SHUTTER SYSTEMS ASSOC., INC. 07/DATE/ m WESTROADS DPjVE TIWT TESTING ENGINEERING COMPANY gp 17-109 tat,c.cul­ DRAVING No EB 0006719 IVAL WALTER %J/{767E 1 P. AMC CAD le-co nR4� -;;ii;— ...... rLorCDA UcAA Or 7 KM HEADERWOW HEADER E PECUPED 1/4-0 FAMNS 1—1/4-0 T&PCOHS M SCqiU SHEET 7) 1/4-.TAPOONS (SEE SCHEDULE SHEET 7) ( (SEE SCKEDkILE SHF-17 7) ? Kent.4�1 F- Fl C 1144'F.H. Stt ! :MFZ. 5-S SAI s ALU- POP Arms JAM ''B FROM JAMB FROM P FIR M R=lc rpm to TO RAI 0 TOP RAI ,'}h.,� {, ' � �j! --.- '.'',:cTO1O1PTPtCTMHEFRDAO.�lNYrJy Y.ID l t' i WTODDa%to T07 R.1 'c 'Voln -0 OR U"� (Typ-) (Typ-) 10 MASS ''' OR E 2 J14L2. ToljMl _1 OR PDX. kti OR 1 Its OR(Z) j�tou s1AE ueTs) ` 1 ti -m -5) OR Al-, .2sar VAX GAP INTEkOR WES 1/4'0-20 DOLT W/NUT I CHUG AT G4,'m SOTE.Ftk'L@ 1/4'-20 DOLT WPM V, 4 WEB vxw wm) At ect7clA m Donau R� co.EACH 0 EACH 4k'At, FLKIE 0, LOCATION Rm-D �u LOCATION E ;1 i11, PCPR;CIS j 1 'kA 1/4-0-20 THU.9 SCREW c V.,0_20 THIA's SCREW 'S,�4 FM. To BOTTOU (2)�14.2"FAI FRO-S.M.S. It 1/4*0 TAPCM OR(1)1/4e,1 7/16' TO BOTTOM RAVR-� (3 1/.o JAPCONS OR(3)1/4*0,1 7116* A AUIATE HISEINS TO SnJO(MID410TH Of I I , O-L L -20 SOLT W/W"ONUT 0. 0-20 V-L7*/V,'�NGNUT Ij`R . I A�l� I \-maaw mSERTS TO SNO(vv�nu of sI JO.2-Ux OuftL) WOO f MID.2'UN.hVVVAQ 1`000 SM0 0 .00D MD 24*0 SO UAX�/ 24,m a W., 24*0,44 wx 0. famuRED SECTION C RumaRm SECTION 1) --Q "Ji'lill floll ALTERNATE SECTION Q'—Q' -----(v/ALL-(VIA(L MOUln) - (WALL MOUNT) 1141. Sk (VIAU MOUNT) HURRICANE POSITION NON HURRICANE POSITION NON HURRICANE POSITION SCALr.3/8- SCALE:3/8'- I" SCALE:3/8'. I' FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 0.441 Q2017 TILIECO.INC. CONNECTION TO WOOD Wj EX OSSA / BERTHA H.V. BAHAMA SHUTTER "wx Br LOCK NG 07/211/7 AMERICAN SHUTTER SYSTEMS ASSOC., INC. DATE TILUT TESTING ENGINEERING COMPANY 4265 WESTRDA2S ORW- NEST PALM REACH.FLORIDA 33407 17-109 (M)432-2204 FM-(561)209-MW DPAVU-0 N. RIR LTER ANDOS719 FLORDA Erf J"P.E. In I SHIET 5 OF 7 WOOD HEADER SECURED WOOD HEADER WOOD HEADER RECWRED REWNED / TAPMNS 1/4-0 TAPCONS 1/00 TAPCO'%-s (SEE SOIEDOLE SHZET 7) % ('ASEE SOCDULE SKEET 7) (SEE SCHEDULE SHEET 7) B C— r-8 C—t. z C— 8m c: c #142'F.H. 114x2^P.H. (4)3/10' S.S.sAm ALMNUU FROM TOP JAMB FROM JAVOCE) POPKWhVFTSWJ TO TO TOP RAIL%) RA L HACE � � E NTERIOR W-18 U41MOR NEB MiED GTCHEQ' C -®r W/ - 1CP PAL C 5 p Rki OR OR@ I VIF.SEPARATION TO CLASS 0 era[= cum (2)'112; S.M. OR I. SS. JI 4.S.S.SALS. To O LOX)HEItHNr TO 7— k— 'D M*HEICH1 TO 6RkCE MMO .k OR OR OR N A E WIER WES (2)3�IWG.Alvin. (typ-) C—L' DT ED AT fir' tIF arvErs 1/4'0-20 Dow N/wt- 1/4 -20 MT W/NVT (MY FOR W.W UMTS} VOTTOU RAR9 W WE G '.76.AT J" • @GD T- K j a EACH ous, .2 EACH J&VB (10 LOCATat LOCATIO14 POP RIWETS 6ACK&FR m U 1/4-0-20 THUU3 SCREW -20 tSUUB SCREW — (2)114.2"F.M. L—j S.S.S.M.S. Cull`�1/4-—20 EGLI W/WINMWT FROM JAMBF.N. TO BOTTOM C1, L \4/4-4-20 eOLT W/NUGNIA 4.2'F FROM Za /0.TAPCONS OR(3)1/4-0%1 7/16- \J3)11,VO TAPC0?r OR(3)1/4-00 1 7/16 TO BOTTOM @ WOOD i PIATE PANCLUATE PlSERTS TO ISILD O1VWQTH Or "L avArC WSERVS 70 QUIDMON OF RE" PAI SIRID,r ma NOM.NAL) SND.2* "QUIM) WOOD SKID W000 STUD Q-/ 24 24' RECumm 0. 0.c. Ka--,D SECTION D AL E SECTION Q'—Q' ERN (WALL MOUNT) (WALL MOUNT) NON HURRICA14E POS 71ON ' % 1 _ ITT NON HURRICANE POSITION ............ SCALE.-3/8'- i' SCAI—� 3/8--1- 0 E N FLORIDA BUILDING CODE (Non High Velocity Hu iccne Zone) .000 "o.44167 Q2017 TILTECO.NC. ASSA BMIiA H.V. BANANA SHUTTER 0 L.C. 24'Q. RAwN B! SECTION % (WALL VOUNT) . .0 . :'!�P- / 11LIECO mc,. AMERICAN SHUTTER SYSTEMS ASSOC., INC. 0707/6 CONNECTION TO WOOD W4,. ALTERNATE INTERIOR 1-p-%• IIWT TESTING&ENGINEERING COMPANY 4268*sSrROADS DRIVE POSITION N HURRICANE w:sr a ,FLO IDA 33407 LOCKI Q ROD FIXATION ••......... PH-(8GO)432-2E20EA4 FAX:('561)209-&w 17-109 SCAJE--IB7 !ecsaaod -z 1 DRAWING ff. ••:. WALTER SHEET 5A OF 7 FLORMA tic I1 331874 1 -- - ------------ ---------- EAD CRETE BL0008 K IRAOSR iECURm j 1/4'0 TAPCONS 1/a'e TAPCDVB / 1/4'0 TA-CO:S (SEE SCNEDUIE (S¢SCNEDVIE / 011 SHEET 7 = I•Ilcont. oN SHEET 7) \ B ConE �SHEET 7) ( C a /14.2-F.N. P14.2•F.H. ALUM 1 BBACK&FRONT / 70 TOPAMB`EI TO JANE I'E / S.S.S.N.S. / TO TOP RNI t] j TO TOP RAIL E))ItCHED AEB E)I CT'MO AS TOP Rm / OTCHm TOP RAIL `.TOP RAIL G rv5TKIN �'�, J j CON7ETC BIDCCOACRETE OK,� \ OR GLASSLOVCRETE BLOCK j(s¢SCHEDWE A WAL1 REarFm %\ (TYP.) WALL r�c1AAm 1 (TYP.) ' SHEET 7J '--�.) ® � j E f` J \ CLASSS—i (2)1'14.2'FH.S.S.S.N. / 4 FROM JAMBNF)TO BLADE JA�OR� / A / _;�,. •�_ o NJD MEIGHi 70 BRAZE 7AM6 (2)'U&T.S.S.S.0 - I(� O ���� / •-.' FROM J0 0 MID TO BRACE JANE (oaT raj S.,aE�r� / ����',, (TMP.) / \ °°°•••c« SSS OR 350'VAX CAP t F CrnL j , OTCHED A NEO I2j SlIBb Al— (TYP,) T, tQxr FOR Ylwlt u9s) 1/4-0-20 80LT W/NUf NOTCHED AT POP FATTS Y\ / ^ DOTN!A RAB,�O tI4.0-20 BOLT NR01T •`.•.�'t'�a � 0a REB NOTCHED `J EB OTCH' AT eormu RAL© eorrcu RAT.o C01'CRLT.OR� 0 EA0i JAJO / O J• 1 G ` CCAYFETE BLOCK J ` REIXPRm j rAwILnUN OLOCATION bo GCH JANO FRavT P147(h �' r LOCATION D /4'0-20 TNNq SCREW `I Coed. Lt/4'0-20 TKluB SCREW D i ,\ I (2)/14.2-F.N. \ D I D 6.5.624.3. FROM JAFAB j CcnL ^I / `7/a•6-70 D:4.T W/NINGNUT TO'..'TOM RAIL(Dj n /i `L7/5'A-20 SOLT W/NWONUT (2)874.2-F.H. • L 5.5 S.N.S. / (2)1/4.0 TAPCO14 OR FROM JANE gI (2)1/4.0.3/4•ALL POUT SOUO-SET OR I2)I/t'O TAPCaT$OR To BOTTou RAIL DO (2)1/4•o,7 7/16-PAVELMATE INSERTS (2JJ 1/4"0,3/4'&L Mur SCIS-SET OR (2)1/4'041 7/16'PAALNATE VbERTS _-SECTION C — C SECTION D — D SC ENSECTION D'_ D, (VIALL MOUNT) AL HURRICANE POSITION ` (WALL POSITION NON �NEPOSITIONS ` . SCALE:3/8'= I- IV0.44167 - FLORIDA BUILDING CODE (Hon High Velocity Hurciconc Zone) ®eon mTEw,Rtc. ASSA / BERTHA H.V. BAHAMA SHUTTER DRAWN By CONNECTION TO CONCRETE OR CONCRETE BLOCK ?_ (�., IL ECO 1PIc. AMERICAN SHUTTER SYSTEMS ASSOC., INC. 07/28/t7 W/ EXTERIOR LOCKING ROD (FD FIXATION Y 9 tD :\�v,T` TILLIT TESTING d ENGINEERING COMPANY 4269 WESTROADS DMF- W,T� (�� rt >u s.fiw]oa.rnA meq r,P.L 37+e4 W, PALM OZ CM.FLORIDA 37407 17-109 ONAL EN6 e "" h+.elm)Qa1-ISq.fu,Cv10T1 saf PH:(800)432-2204 FAX:(561)209-8360 -mai:wt...0001— DRAWING No WAITER MR EB-0006719 TILLIT b.,P.E a.fe. FLCRDA Lk. 14167 n SKEET 5 OF 7 / - DG`RETE CK r CtR:CRETE hEAOER SHLCG( ID 1/1'P TATDr6 i/,'e TAPCONS 1/4b TAPMIS (SET SCfLWL, (SEESG-ULE, = (SEE schmu . SHEET 7) / ,y,{ICenl. SHEET 7) B O..L SHEET 7) B Cont W / C ©- C / r `(a)3/I6'e )ila.2'F.N. / 8143.2'F.H. j / / %ALUYIMJM S.S.S.G.S. S.S.5.11.5. /j/ /� TO TOP�RM FRO70 ppM _ INIERKM VIER I 'VIA.W WED \ N�OTL7iED CICREED 6'EFA '�•„� h97tliED �.+• .TOP RAN.lJ / TOP PAL (t TCP RAR D coNCRflE 0R N �`".....\ VOR ® CONCRETE OR / , •' OR M..SEPAATKUI +` CONCRETE BIDCK '`/ CONCRETE OLD" `\ I , WILL REOUREO ( •) WILL REOW CO (SEE SGIC7) �. A OR sHrET 7) E •,G�",;--vim,' E GLASS I 1 / (EROMI.aDor BINE OR j ��\�\'� t / 0 WD HEICNi TO BR4C£JANE / 3`a(4rs (2)111,1'FH.S.S.S.D. S`.`• 0 OVA DTO 'HEIGHT)To BRACE MB OR OR A I ` (aaT rra srraE"HIS) OR A F cam 'M Cc INTERIOR Wm (2)3116.Al— -�''� (T�•) (ctGT fi7t YIAf/4E D.a / 1/4'0-20 EDIT W/tM `\* / .orGlEO AT / POP mus . OITON RA7.CD) 1/4'0-23 DOLT N/!M, -`•�\, —E tlliER10R YtEB z OT[51ED AT B�Ol70U PAL EOTTDM RAM 1 G / C O 1 D rAa JwD�• \ .2E0'IIAIc CAP- ALL. w< •I L0Gn0x \ ; Oo EACH JAVD; FOP RNE1S 1 \ T� \ LOOITTON ei eaac&rRDrrt .y •'' �% // C LI/4'0-20 THUud SCREW 1 ` \ 1/<'LL-ap TRLV9 sCREN j I O` I �2)Ets.2'F.H.-I I /i (D If 1 FRO`A JA a E' O` I 1 Cant. n' Cant ^ 1/4'a-20 BOLT W/W.NONUf TO BOTTOM L ,I / ,� (2)#14.2•F.H. CONCRETE I r ® r i _i/a'a-2D SOLT W/YMIDRUT S.S.S.M.S. CG`cRETE BLOCK J / 7)1/a'P TMEOIS OR FROG!AGFA RECLINED / _ (a)1/4b.7/B'/LL Ro SOUO-SET OR L (2)1/43'0 TIPCO!S OR TO eoTT01A RNL QD j - (2)1/a'<zl 7/16'PANEIMATE INSFA7$ (2)1/a'e.7/8•ILL POIX ATE NS RIOR (2) 7/16'PAIEUUTE RISERS$ - - - — - SECTION D — D �EPt A T/( ' ALTERNATE SECTION D'—D' (VIALL MOUNT) `P� l (URAL IeouN NON HURRICANE POSITION ,11V .,•• .E�'•. �� NON HURRICANE POSITION SECTION C — C / SCALE:3/8._ I SS •, SCALE 3/B•- I• (VIAL(_LIODUT) / N0.44 6] FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) HURRCANE POSITION SCALE-3/6--/ 1 ' Q2017 TILTECO.WC. P ASSA / BERTHA H.V. BAHAMA SHUTTER 0 LC. CONNECTION TO CONCRETE OR CONCRETE BLOCK 07/28/17 AA. I L E C O IRe. AMERICAN SHUTTER SYSTEMS ASSOC., INC. DATE INTERIOR LOCKING ROD (R) FIXATION y.. ��i?`;,L` T 1C�h'�ENYC NEER COD�PAMr �P LM BUG�isD0AM33<07 ob,.,I�mm1_1,n.r..,Ixmr1_,:n PIC(800)432-2204 FAX:(561)203-6360 17-109 a-maL tal—OPN.00m DRAWING Na ••" ES-0005719 wn WALTER A TLLDT lr.,P.E m SHEET 6A Or 7 FLORDA LA./4416] 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 6 CASE I : WALL MOUNT8 fA II WALL MOUNT © CASE Iii : WALL MOUNT BAHAMA SHUTTER ELEVATIONS IV III---• 1 WW—I--w h --f—w {---Yl—�{ '-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.) +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(B� FOR SINGLE(CASE 1)&MULTIPLE(CASES II&III)UNITS FOR A CORRESPONDING A.S.D.DESIGN PRESSURE RATING&SUBSTRATE TYPE . rj ' N'��ER... Tf� MAXIMUM A.S.D. SUBSTRATE ;`� ��C��S'F '•;`���: CASE DESIGN PRESSURE IVO.¢¢�sr RATING WOOD POURED CONCRETE *c s.f. SOUTHERN PINE No.2 TE OR (P• ) CONCRETE BLOCK ',9'• ' - — I +45.0 —55.0 12" 7 1/2" O��sS,Ey�__ G l�(�`'A• II & III +45.0 —50.0 7 1/2" 7 1/2" FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) (D 2017 TILTECO,INC. ASSA / BERTHA H.V. BAHAMA SHUTTER Lc. 0RAwN BY 07/28/17 IL E C O INe. AMERICAN SHUTTER SYSTEMS ASSOC., INC. DATE TI WT TESTING 8:ENGINEERING COMPANY4268 WESTROADS DRIVE af•_5 xs>b 4.m.]CS YA A eMOPs,ItuLAiee riM PALM BEACH.FLORIDA 73407 PH:(800)472-2204 FA1t:(561)709-8380 17-109 a-m i::a—0-1..om _ EB-0008719 DRAWING No WALTER A.T0.LIT E ao u•mE )!Ne/1 F1.0A Uc./44187 SHEET 7 01 1