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HomeMy WebLinkAboutProduct approval; Bahama Shutters BCIS Home Log In User Registration Hot Topics Submit Surcharge Scats&Facts Publications Contact Us BCIS Site-Map Links Search I-�pi'iC_1O l4�, ;Product Approval + USER:Public User Product Approval Menu>Product or Apolication Search>Aooiication List>Application Detail FL# FL8523-116 Application Type Revision Code Version 2017 Application Status Approved Comments Archived i_ Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com 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 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. 2: Validation Checklist-Hardcopy Received Certificate of Independence Fi 8523 R6 COI AMERICAN SHUTTER SYSTEMS ASSOC INC DRAWING 17-I09 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 Sections from the Code i I Product Approval Method Method 1 Option D j ! Date Submitted 09/14/2017 Date Validated 10/13/2017 Date Pending FBC Approval 10/17/2017 Date Approved 12/12/2017 ` I Summary of Products f Ft.tf 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 F eS2 t R6 I AMERICA SHUTLEg SYSTEMS ASSQC., INC Approved for use outside HVHZ:Yes DRALNINts 17-t09 BERTHA d,V BAHAMA SHUTTER QQF_ Impact Resistant:Yes Verified By: American Test Lab of South Florida Inc. ` Design Pressure:N/A Created by Independent Third Party: Yes ' Other:Large missile level"D",Wind Zone 1,2 and 3,Max. Evaluation Reports width is 42"and Max,height is 96"for+45,-55 p.s.f.ASD FI S529 R6 AF AMFRIf AN SHUTTER,rA5jMfiA55Qr_ design load,Max.width is 120"and Max.height is 70"for JNC. DRAWING 17-109 PRODUCT EVALUATJQN_ +45,-50 p.S.f, 0PORT.PDF Cr t rated by independent Third Party;Yes I Bork xYe..d I Cypr"Us;:764t Pmfr 5(on anal TVaftit5. Ff 32344 Pnomn 8550487.782a I The State of Florida ns an ANEW em010ycr.CUXUAn.LZntn•ZIa 5tata nt rttrnd;,.;;pnyaty Slat«them;;nrt"„��v Stnh-mrnt Refund 5t,trmenl I Under Flonda taw,,'entoil addresses are public records.It you do not want your e-mail address released in resPOnse to a 0ubl'TucorCS request,do nm.send einctronic mad to this entity,Instead,contact the Office by phone or by trad!tional mad.if you pave any quest!ons,please contact 950.407.1395.-Pursuant to Section 455.17511), Florida statutes,effective October 1,2012,ICen5ecs liter-Rd under chapter 455,F.S,rnust provide the t iepanment with an eatio address tr they have we.The emal:s Provided moy be used f01 olrlcddl c0rnmuriic00Xl vpth Ilse fteMSee.f'R-a"r email addreAC5 are PutAx record.If YOU do not Wt&h to 5UPPly a peMonal add%eSS,pleasee provide the clepaitmtrit.v:t9 an emaa addtessi v0ltth can be made aya tatY.a to the pub4t.TO dx termint:if You are a hceasee under Cnapter 455,F.S..please tlttic nrr. ! Prod�uct--Approval Accepts'. Safe i I ,I I 4 _ I I 'i I I ,I I I �I GENERAL NOTES 1. BERTHA H.V. BAHAMA SHUTTER SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN B.3) MINIMUM EMBEDMENT OF 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 BROWARD COUNTY) EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED AS REQUIRED 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 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 T# 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 OCA ED 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 ,UD OR 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"o TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX, 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 (8) 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"4 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDER, INC. LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. — 1/4"0x3/4" ALL POINTS SOLID—SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. ri�iiifSe) ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIG14ATURE OF THE — 1/4"Oxt 7/16" PANELMATE INSERTS AS MANUFACTURED BY ELCO FASTENING SYSTEMS, LLC. ! A 'PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. ,''�P\�•••••":•••L��v=e THIS DRAWING SHALL ONLY BE USED TO B.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4" OR OBTAIN PERMITS IN THE STATE OF FLORIDA CONCRETE HOLLOW BLOCK SHALL BE 1 1/4". B.2) MINIMUM EMBEDMENT OF 1/4"Ox3/4" ALL POINTS SOLID—SET ANCHORS INTO POURED * /�� 7 ? FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) CONCRETE SHALL BE 7/8" OR INTO CONCRETE HOLLOW BLOCK SHALL BE ENTIRELY t :*: ©2017 1aTEro,INC.-10 ASSA / BERTHA H.V. BAHAMA SHUTTER Lc' EMBEDDED. STATE OF ,•'(� �: DRAWN Br NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4 0-20 S.S. MACHINE SCREW USED`$t L•a�(�RIDp`: ����1, 1 L E C O °7/28/17 ,n tNc. AMERICAN SHUTTER SYSTEMS ASSOC., INC. GATE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO, •s •....• \�04 4268 WESTROADS DRY. AL�wl(v TILLT TESTING&ENGINEERING COMPANY WEST PAW BEACH,FLORIOA 33407 \� 'r1+I ¢i'1 N`,.�¢i A.5.,.m vFC w GVOa9,rlPaAn]]t¢¢ 1Dspm-,!a.ra:(xspn-,v+ PH:(800)432-2204 iAx:(561)209-8380 17-109 .�.r'•' a-ma A:1BIacoOaoLcmn DRAWING No EB-0006719 4J LTER A.TIL13T Jr.,P.E. OIu,o-rc� ¢1!•L, m SHEET 1 OT 7 RORIDA U.B 44167 .302" 0 078" .5's 910"—9 10"— .213" T- 00 4 501 ' .281" i 2.330— 0% 625" C? G, ±.030) q a) 7 11�0 045 .0 .078" .119" .397� :2 R.415" --.071" "j (TYP.) En L 187' N I 2.557"' I �:— ��j 625 I 1.700" 11. 3.'j. Go —2.125" --2.000" L 2.972" Ej .121' OA LOUVER HIGH VISIBILITY1/4" B.O. FEMALE HINGE1 1.820" IJ LOUVER BLADE iLe 6063-T6 Alum, ALLOY 6063-76 Alum. ALLOY -TOP RAIL/MALE HINGE DOBOTTOM RAIL JAMB _2.000---- 45-1 1.250" 1.250"" VIEW 1 1/4-0 1.250-----i HOLES EQ T_ 12' C3 \ -11 1 o -' 2.330" ';� ­-�-EO. i —4.000" Min. __T o '000� of CD In L ------ T_ ,T .125" /4"0-20xl" LONG ±30' In In.0931— 1' 1 1 9/16,0)" o (r(P-) in. q THUMBSCREW OR a! cq I I =I -I 1101LE 3/8"0-16x1" LONG T To C)o I lo ACETAL THUMBSCREW. 9/16 '�000 Q C) 8 ru) LOCKING ROD AT EXTERIOR FIXATION HOn. 9/16"0 A 4 LE Min.- HOLE lo co CHANNEL PRE-PUNCHEDFO Iq i 12" 10" Min. T (2) 1/4"O­,�' (3) 1/4-0-1 HOLES HOLES CENTER MULLION \11 T o o o 1.997------ 'q VI WOOD EW X BLOCK _____�/4"0-200" LONG :1:30' THUMBSCREW OR 3/8.0-160" LONG VIEWS ACETAL THUMBSCREW. oOH LOCKING ROD AT INTERIOR FIXATION T i—T !2 w N.Titt Iq co A D TUB I" SERRATED TUBE NO FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 875" SERRATE —.940" .44167 1 . i* I Q2017 TILTECO,INC. INSIDE ARM OUTSIDE ARM % ASSA / BERTHA H.V. BAHAMA SHUTTER LC. KO CAMEL BACK HINGECRAM BY 7/28/1 AMERICAN SHUTTER SYSTEMS ASSOC., INC. D OATE TILUT TESTING ENGINEERING COMPANY 4268 WESTEMADS DRIVE COMPONENTS W=T PH..(Boo)PAIJA BEACH.FLORIDA 33407 SCALE: 3/4" 432-2204 FAX:(561)209-82180 17-109 ....... WALT ER E 8-%10t NTG7 I go I.c"Ill DRAWING No ,TIM I I .R I . . , F' I — SHEET 20F7 IDoR 1' �,(cortT.) / C ©D/5,6 CI( ) �C/5,6 r P 8)(WNr.) -- D/9 6 C 5,6 B)(cDNr.) CONT. A - AV (2) #14x2" F.H. D'/5,6 (2) #14x2" F.H. S.S. S.M.S. -� S.S. S.M.S. FROM JAMBE I \ f FROM JAMB TO TOP RAIL2C�1 - I \ TO TOP RAIL IC) I of t- \(2) #14x2"" F.H. ? \(2) �14x2" F.H. S.S. S.M.S.I- I L i S.S. S.M.S. FROM JAMB E, L I ! I 1 FROM JAMB�_ i TO TOP RAILL L J. TO TOP RAIL C + r 2 1/8" Min. L 2 1/8" Min. 2 1/8" Min. j- Z T J 2 1/8" Min. 1` BLADE BLADE BLADE I T PENETRATION r' 7 PENETRATION n PENETRATION _ ;- BLADE F- T •F''_ / T 1 PENETRATION i Lj / a o 7 1 / 2 nA L w (2) (j14x2" ) #1S. S.M.S.I - F.H. S.S. S.M.S. -L _I FROM S.S. S W ' - 2) �14x2" Imo/] FROIA JAMB IE) r T T I FROlA JAMB E TOv (2) (�14x2" BLADE(A�OR4• .t. '-�� T 1 BLADE CR F.H. S.S. S.At��S. 1 .H. S.S. S.M.S. w @MID HEIGHTT F t'' , -' MID HEIGH ?] FROM JAMB(E?T t- _I FROM JAMB(�TOv TO BRACE JAMB �. y f I -j TO BRACE JAMB lT BLADE A 6t r1l OR B©f.AMD10�.H HTf1 L I p M1D HEIGH : - �� -! 6 TO BRACE JAA18 -! TO BRACE JAMB z a B/4 N SIMILAR L 1 T B/4 T �'W T ; ® I r (2) et®"F.H. r A/ �T A/4 - A/ (2){I14xY F.H. F S.S.SINS. - - / - S.S.S.M.S. g/4 LL- -! FROM JAABL —______ °I° / �— ___—___ FROM JAMBU SIMILAR t B/4 TO BOTTOM _ - ° A - o rO rOTTOlA RAIL D. ® T 8 RAILU i w I / (D (CONT.) (2) #14x2" F.H. F- -ir(2)#114.2 F.H. j(:•1°� W. (SEE SCHEDULE SHEET 7)I-"W" (SEE SCHEDULE, SHEET 7)-�5�-"V/" (SEE SCHEDULE, SHEET 7) - A FROM JAMBE `J —120" Max. WIDTH S.S. s.Ms.� — Q _ D/5,6 FROM JAA78 OE --___--_ _______ TO BOTTOM RAIL'Ih! C/5,6 To Bonanl ^I WOOD SUBSTRATE D' 5,6 RAIL u G, / - "Yf" (SEE SCHEDULE, SHEET 7) � � - C/5 6 D/5.6 B'/4 — B'/4 D'/5 6 ® !— ® WOOD SUBSTRATE (2)#14x2"F.H. L S.S. S.M.S.--1; A/ 1. A/4 7A/ i A/ ,l(®d14x2" F.H. F ROM JAMB,EE ° '" - S.S. S.M.S. B,/4 I g'/4 TO BOTTOM ---- --- °° / --__---- ° FROM JAMB(; SIMILAR D R RAIL 1 •yam ° TO BOTTOM RAID; H I / ` �D,(CONT.) 1 Fi G 1 (2) �14x2" F.H. L �-(z) 714x2'F.H. (GPI —'lV" (SEE SCHEDULE SHEET 7)—_,__'W" (SEE SCHEDULE, SHEET 7)-4---"W" (SEE SCHEDULE, SHEET 7)-- S.S. ° S.M.S.— )3 SS."SJA.S. 120" Max. WIDTH FROM JAMB G° ��FROL7 JAMB L} ' To BOTTOM --------- ---- TO BOTTOM RAIL•:D) .�i,r.u.e C/5,6 D/5,6 DLO 1 G, `�P A, ���' CONCRETE OR CONCRETE BLOCK SUBSTRAT D'/5,6 (�°L_ "W" (SEE SCHEDULE, SHEET 7) s�P\'• CE1'IS�:..'p MULTIPLE UNITS: CASES II & III C/5,6 D/5,6 ? FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) CONCRETE OR CONCRETE BLOCK SUBSTRATE D' 5,6 p zon nLTEco,INC. �0.44967 , / i* ASSA / BERTHA H.V. BAHAMA SHUTTER 0 LC- er SINGLE UNITS: CASE I PAWN ELEVATIONS FOR INSTALLATIONS WITH �o,� • \�4,41°°° IL ECO LNc. AMERICAN SHUTTER SYSTEMS ASSOC., INC. 07 DATE" 1° TILLIT TESTING h ENGINEERING COMPANY 4268 WESTROADS Df� EXTERIOR LOCKING ROD (� FIXATION ^�PAL N204 FLORIDA204D7 JO �NU,,11 a non°:I]4]�n-Iaw.fo:(a]pn-,e]: PH:(BW)477-2104 FAX:(BB7)709-8780 17-109 1 m°L:weec°o°a.eom •.�M!/I'1 Ee-0006719 - DRAWING No N.T.S. WALTER A TL11T Jr.,P.E. mnal FLORIOA Lie.�44187 SHEET J Oi 7 -- --------- - - � -- - ----- ---- ------------- I OR Al C (CONT.) C 5A,6A f tj(CONL) D 5A,6A C (CONT.) A oR At) - I (cONr.TTP.) �, / C / VC/5A,6A B�(covr.) ®D/5A,6A (2) I4x2"F.H. I D'/5A,6A (2) #14x2" F.H. a (CONT.Trn.) D'/5A,6A - S.S. S.M.S. ° S.S. S.M.S. FROM JAMB P FROM JAMB lE�\ o o TO TOP RAIL© - \` TO TOP RAIL I,� _ { �(2) #14x2" F.H. C y(2) #14x2"F.H. S.S. S.M.S. 4. 1 FROM JAMB M 1 S.S. SJAM1 { `. FROM JAMB n • �- I I TO 70P RAIL IC - � TO TOP RAR.'J � f i T J r � 2 1/8" Min. 2 1/8" Min, 2 1/8" Min. I 1 T 1 2 i/8" Alin. BLADE - BLADE BLADE I T BLADE b PENETRATION � 1 PENETRATION PENETRATION ! T + PENETRATION ww• F 1 --4 E - E, N E L r 1 w + + L) -I o (2)y14x2" 2)ytaxz` to J = F.H.S.S.SFAAS T H S5 s.MS w c0 FROM JAMB`�To T ! T 1 FRO'A (E�iO (z)y14x2" (2)g14x2' w BAD,EQOR Al, T i -1 eLAOE A oR H.SS SMS w 0 MD FOGHT FRORR SS.S.MS. � w i. .j i -J A JM E TO L 8OR TO v TO BRACE JAMB L 1 T TO BRKP JCMB - WEE OR QW� L J I 0 Mom®Gir I 10 MID HQGHi i I i 7d TO BRACE JAMB r- -I TO BRACE JAAB v r T 1 a B/4A i L J SIMILAR i B/4A -, (2)B14x2"F.H. r- (21 g14x2"gin r A/ A/4 A/4A- [—A/11A S.S.S.M.S.FRO!A 1- -1 S..S.M.S. JAS L FROM JAMB(E °° • I B/4A L _1 / ro BOTTOM� ®-- -------_; °° / � � °� t===-=_--- --• BOTroM R,uL.SIMILAR rOJ_L ® ®A RA L @j H \`V 1(coNr.) H(�- Y G 1 (2) $14x2"F.H r -''�2)14.S F.H. r' "W" (SEE SCHEDULE SHEET 7)-�;_--"W" (SEE SCHEDULE. SHEET 7)1'W" (SEE SCHEDULE, SHEET 7) S.S. SJA._ Ss M JAMB(E1 `/ 120" Max. WIDTH D/5A,6A- FROM JAMB It) •- ----j-== t7w t� To BOTTOM L WOOD SUBSTRATE D'/5A,6A TO BOTTOM- C/5A,6A PAIL (�j I 0' (D1 f H1� G }- "VJ" (SEE SCHEDULE. SHEET 7) •- - D/5A,6A B'/4A '- 1 1 B'/4A C/5A,6A D'/5A,6A ® =-- T _ I —ILAN WOOD SUBSTRATE (2)#144"F.H L- ® - A/ A/4 A A (2) y14x2'F.H. S.S.S.AFS. ) / / I S.S. S.M.S. FROAf JAMB QE --- - j I B'/4A TO BOTTOM -� FROM JAMB(p B'/4A F- , SIMILAR RAIL ° J �� ' TO BOTTOM RAIL CH (2) g14x2"F.H. i G r 'VJ" (SEE SCHEDULE SHEET 7) .� I S.S. S.M.S. •I �@G )81ax2"F.H. rw' (SEE SCHEDULE, SHEET 7)---i—"AV" (SEE SCHEDULE, SHEET 7) _ ____ S.S.M.S. - ----_ �'---- 120" Max. WIDTH FROM JAMB E) - ---�—� F--- ---- OM JAMB TO BorrDM ' BOTroMALpo C/5A,6A D/5A,6A RAIL�D 1H 1� �/ ����ien�iu�e� CONCRETE OR CONCRETE BLOCK SUBSTRATE D'/5A,6A OD A-FF''' (E�A 7�/� MULTIPLE UNITS: CASES II & III L-- �.-. 'VJ" (SEE SCHEDULE, SHEET 7) `T,l Q� 'aC��e C/5A,6A D/5A,6A J� ��CENS�',;✓?�a FLORIDA BUILDING CODE (Non High Velocity Hurricone Zone) D'/5A,6A - CVO ©2 TLTEco.INC. CONCRETE OR CONCRETE BLOCK SUBSTRATE ;# �41�T '° ? 01T ASSA / BERTHA H.V. BAHAMA SHUTTER DRAwH BY SINGLE UNITS: CASE I -a 07,26A,T A T a I L E C O m, AMERICAN SHUTTER SYSTEMS ASSOC.. INC. DATE ELEVATIONS FOR INSTALLATIONS WITH '_-'el �. ``�`�,��' ^^W TESTING ENGINEERvxRxx COMPANY WEST PAW BEACH."FLDR�.a7 ;p'` � F'm�t-tya•ae:n,u t-tv+ PH:(e00)u2-2204 rAx (561)209-B38O 17-109 INTERIOR LOCKING ROD (A FIXATION Ip JF '1�\'�� a— a:FUtecoaaG.com HI"1L i EB-0006719 p,.,.. DIUWING No WAFTER N.T.S. naR I u°.TILLRi16,'r P.E :Oe y 4 slaw aA or 7 '� --------- ------ _ CONCRETE HOLLOW BLOCK .--� / •1•- REQUIRED O CORNER (Typ.) \\ _ \ 2"x 4"'WOOD - _y- --—-- - STUDS REQUIRED-� ?� \ ® CORNER (Typ.) ` i 1 3" FOR TAPCONS (2) 1/4"0 TAPCONS OR 1 13 1/2" FOR SOUD-S 2" Min. E.D. (2) 1/4.Ox3/4'ALL POINTS I SOLID-SET OR I / A OR (2) 1/4"0 PANEL MATE INSERT i / E W/ INTERIOR WEB ® NOTCHED AT (4) 3/16"0 (GLADE rep.) 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E.D. / SOLID-SET OR /� \ (2) 1/4"0 PANEL MATE INSERT W/INTERIOR L'JEB ~ C32 ® OEW/ INTERIOR 'NEB J IOTCHED AT (4) 3/16"0 (BL°OE TY'•) NOTCHED AT j ) BOTTOM RAIL(0] POP R VETS ^ L� BOTTOM RAILQD - ��/ 5 16-xV BACK ,FRONS flT 111-(vF 1 5/16'x2" y`) / SL07 SLOT 1 _ ___. _---- _ — _ __ ----- ----- -- — —.—_� -- — ---- --- -----, (3) 1/4"0 TAPCONS OR --- ----I --- _- --- --- -_ _ (3) 1 4 0 IN1 7/1RTS TO WOOD ------��—w--_ ------ ------- ---------- --_---_ _—_—_—__—_--_—_ -- --__ _—_—_—_—_----- fslqx_--_ - _____ - -___-__-_`_ _ __________ , (2) n14x2" F.H. S.S. S.M.S. I I— — — -- ---------- 1 (_,.---- I I (2) 14x2" F.H. 5.5. S:M.S. FROM JAMB TO BOTTOM RAIL D L'----- ------ ---- / -- =-- _-------__-- `--- —J ----- ---- ---- V ---"'--- '---- '— -- '— --' JAMB E TO BOTTOM RAILQ + (2) #14x2" F.H. S.S. S.M.S. E (�Y!/WEB I x 1/fi•lua I T E + (M #14x2" F.H. S.S. S.M.S. 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H, xl" LONG - .I _ �.'• ,�'... '•'.. .'.• POP RIVETS -... .CONT. THUMBSC REW. • t L B-SOT 10U1naN-=-_. I B-SLOT LoGTON--:'. ' I 8.4CK & FRONT' 3 .. : •...,, . .. .. - (3) 1/4"0 7APCONS OR- -. (2) 1/4"0 7APCO JS OR �I _ . - .(2) 1/4"0x3/4'ALL POINTS - , .. I-•` "(3) 1/4"0 x 1 7/76' --- -- " : SOLID-SET OR PANELMATE INSERTS TO WOOD . . . .. (2) 1/4"o PANEL 1dATE INSERT' .�[[>'• .'7I '� \CENT •. ? FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) N0.441 EV TION 1 ©2017 TILTECO,INC. C. c. y S� scALE /B"_1• ASSA / BERTHA H.V. BAHAMA SHUTTER DRAWN BY �,� 07/29/17 y: 11 L I E C O 1 we. AMERICAN SHUTTER SYSTEMS ASSOC., INC. DATE �N TILUT TESTING Q ENGINEERING COMPANY a26B WESTROADS DRIVE /�^ •� WEST PALM BEACH •FLO IDA 33407 G �\ S.s..w!vxGrA wm¢eiL.31 mt. ,� �.:fx'amtt-tal0.m.tx+m>t-tvt PM(000)432-2204 FAX:(7BQ109-B38otat 17-109 OVAL E /j10 WALTFRE11 7006LLIT 19 cP.E m ORAW NC No /♦///fj1 FLORIGA ac.I N7fi7 SHEET IA OF 7 -7 WOM KEArER >< WOOD HEADER REGUIRM WOOD HEkDER REQUIRED REOURED �H- 1/4-0 TAPCOIJS �TV 7) 1/4'0 TAPCON SEE SCHEDULE: SEE SCHEDULE SHEET 7) (SEE SCHEDULE SHEET 7) C, 1 1 7 B c-- X Fec"t 91 F C11 n d/ Z.., #14x2-F.H. 114.2'F.H. ALUM".w SS S"--" �',' S.S.S.M.S. POP WEIIS FROM JAMB BACK.FR= TO TOP RNA) I.To, F)INIERIOR WEB 1 ,I OR WED ...;r1 .. TCHFO To, "Z I TOP RXL�D, �j TOP RNL� 1.11,SEPARAI V A OR —IZ)OR To GLkHEDULE OR (TYP (TyP-) SHEET 7) C E EXISIDIG 0YP-) GLASS I(SEE —, (2)#14.2' ss. FR JAMB TO ON X�To 0 t 0 M0 HEIGHT 1011 lul.. M J 1.'Zi. E PAID muc;Hi To BRACE jAys OR O ' ' I it f \\`,-��.1:\ /my roR wm-E EL%.m ,{ ''' t 1,. y \ � '`:� C OR .253r MAJIL GAP E (2)3/16-0 A�� 1/4* PCP RNVS rca MULTIPLE UIM) N 'T Ff Ji L L�FFE-ll R.- E. .10) 1/4-—20 ECILT W/mur--JF HOIT H AT Lwm _F)W/WEEIG 'I +I \ BOTTOM RAL D 1� NOTCHED AT - BOTTOM RKL@ 2".4' T- WCOD- 0 EACH JAMB PLATE LOCATION P0 ED a EACH JAMB POP R�S oc 7 'I� '�`�l 1' !' BACK A,FRONT A A/4'-20 THUMB SCREW C-L I/e 20 THUMB SCREW (2 S1.S. Q LnQ #4 "L'F.H FROM 1.a L m C"L\-1/4'0-20 BOLT w/wNcNuT TO BOTTOM !L OD (2) 14.2-F.H.. to I \"1/4-0-20 BOLT W/V.-AGNUT FR. CE) S.S. 2 /4'0 TAPCC,�S OR(3)114'CX 1 7/1 S. TO BOTTOM RAIL(p) LMATE INSERTS TO STUD(MIDWOTH OF IUMTE WSERTS 10 STUD(waffiDTH OF 1 1/4-0 TAPCCHS OR(3)1/4-0,1 7/16- 1 L CMal.NOMINAL) STUD.2'VIN.NOMNAL) Woo STUD C�/, STUD.2 WOOD SMD q_ WCOO STU C.MAIL .,0.C.VAX. D 0 FEW RED 2 MAX� SECTION Q C REQUIRED SECTION D Q REWRED (VIALL MOUNT) (WALL MOUNT) 1010101 ALTERNATE SECTION D'-D' HURRICANE POSITION rc� (WALL MOUNT) NON HURRICANE POSITION NON HURRICANE POSITION SCALE.3/8-= 1- SCALE:3/8"- I' SCALE:.3/6*- I' FLORIDA BUILDING CODE (Ron High Velocity Hu icone Zone) k V cl.441 @2017 TILTECO.INC. E C. CONNECTION TO WOOD W/ EXT. mod ASSA BERTHA H.V. BANANA SHUTTER DRAWN BY LOCKING ROD a) FIXATION 07/28/17 0 0 Nc. AMERICAN SHUTTER SYSTEMS ASSOC., , 'EST,cot 1111LIEC INC. DATE 42 WESTROADS DRNEt TILLIT TESTING&ENGINEERING COMPANY E CH.Fl-ORIDA 33407 PALM SEA PH:(800)432-2204 FAX:(561)209-838D 17-109 DRAWING N. WOOD HEADER VICOD HEADER RECARED P000 HEAD- REQUIRED /4'.TAPOONS 1/4-.TAPCON 1/4' TAPOONS (SEE SCHEDULE SKEET 7) % (SEE SCHEDULE SHEET 7) SEE SCHEDULE SKEET 7) B c-L B C-L % c (4)3/16-- • 114.2-FA. S.S. S.NLjlH i2i S.S. S.N.S. Pop WHETS FlOhl IAI111(11 S 1 0 F1010T.I-.0 BACK FRONT I t R\ '10 Top RA'L C T -l"ITNIE'10101 WEB R WEB '0 C" 6T TOP RAlLb Im SEPARATI N <2 .' , I UK OR 'TO GLASS r_(E'E SCREDU ,�'' l �` 1` (np 7)LE nOTC •i NOTCHED M OR TOP n SH &ISMO GLASSi C ,.. !ly�t 1' ;il' 7;; \ ., i ', ;' \cam r L (2)0 fNjj.S.S.M. FROM LADE (2)J11.2- 0 rAJI MID HEIGHTBRACE mS E) BLADE (A R,& FROY JAMB 0 MID HEIGHT TO RACE JM"S OR JAMB to 2 OR 0OR i FL('12=.MIS) �cont F ' ' ! ' � qlivrmoRt WES (2)3/16-0 VIC.) MULTFLE W/I POP RIVETS f 1/4' MIT $AT GNIT FOR BOTTOM I'MIL CO) -20 DCLT 1/4"0-20 BOLT W/NUrS 11 114T./ AT B OTTOM ML BOTTOM RAIL cIOC .250'Mm GAPa 1, (4)3/16-0 0 L-=—n O'N B 1 0 0 EACH JAMB POP R'vElS UCCATIO BACK&FRONT L- MILE I <l/ab-20 THUMB SCR"eYl Cont. Tr 20 THUMB SCREW \ T-- O 7 (2)#142"F.H. L S.S.s M T-00 "A"(P (2)#14.2'F.H. Dent 0-20 BOLT W/WINGIIUT BOTTOM L. -1/4-0 20 BOLT W/WiNGNUT 2*.,'_ S.S.S.M.S. W003 Moti IAMB (E) PLATE (3)1/4'01 1 7/16' TO BOTTOM 11)1/1�1014S OR(3) 1 7/16' It ' ILL 00 REO'D ELMATE INSERTS S TO STUD(UIDWIDTH OF I�J. '.l`E TINZi.TO STUD(UZ4,3TH OF IN.uc"�)STUD.2'M WOOD STUD a SECTION Q Q RECU&EC STUD.2-MN.NOMINAL) ALTERNATE SECTION D'-D' C. MAX-' 24" (WALLMOUNT) (WALL MOUNT) NON HURRICANE POSITION NON HURRICANE POSITION SCALE:3/5' 1' SCALE-3/8- A, 1. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) %DOD STUD 0 / Q 2017 TILTECO,Me. 24'O.C.NA�- o.44167 L.C.REQUIRED ASSA / BERTHA H.V. BAHAMA SHUTTER BRAWN By SECTION Q Q 07/28/7 I L E C 0.7.-\ AMERICAN SHUTTER SYSTEMS ASSOC., INC. DATE (WALL MOUNT) CONNECTION TO AMD-W/ ALTERNATE INTERIOR . 1%01%... HURRICANE POSITION TILUT TESTING&ENGINEERING COMPANY 4268 VIESTROADS DRn FIXATION N'Y es WEST LOCKING HO ox-1- PALM eE�-H,FLORIDA 33407 1' 17-109 SCALE:3/8"- .'I PH:(800)432-2204 FAX:(561)209-63 ML. DRAWING No EB-00067'9 WALTER A.TiLLIT J"iP E. OUD--1 11 1 SKEET 5A OF 7 FLCPIDA�.9 I i CONCRETE OR CONCRETE BLOCK HEADER REQUIRED 1/4'0 TAPCONS 1/4'a TAPCONS�ti , 1 4'0 TAFCONS ON/, (SEE SCHEDULE O.H SXEFT -- .•� - (SEE SCHEDULE / /� (SEE SCHEDULEB C—t OY SHEET 7) /! ` iy 1-I lCont ON SHEET 7} ,�p1 ConL \C W / C /� / (4)3/16'0 - _J14.2"F.H. / ISx2•F.H. %/ 5.5.S.G.S. POP RIVETS j� FROlA JAMB , % IRON JAMBC?l BACK u FRONT I • TO TOP RAIL v i0 TOP RAIL(CJ INTERIOR WEB W/W® / FiOT ED nEB I NOTCHEDEO70P RKL/ACTT\.ITOP RAL� TOPPAR(G;e.sEPARAno:N CONCF IETE 6LOCK-'\CRETE OR �� \., A ()R ® eo�c ziE eiocK'1 " CR I To GLAis (��. � W L REQUIRED � (�-) W L REOUWEO (iYP.) r(SEE SCHEDULE `� l.'l OR •/ `_ ++cr • ' SHEET 7 ,'k / `\`C _ " ,,, EXISTING cuss ;��,"�` �/ ,f'� _ `'•� � !.v-.�. N (2)F14x2'FH.S.S.S.M.S. /! ` FROM JAMB T TO BLADE J OR B•AL ��' i - 2 14x2"L6D HEIGHT 10 BRACE JAMB %� \�' () ,/ > 0GVID cAlort)io BRACE�JAMMB�. (TYP) , / n �.. E coot. / OR A C `vI T 1 4 .NLY FOR QNOIE{L57S) � \` . IN / �10• / ••.lS' -0 OR O I .2so'IA.VL G.1P� �CaPL 1/ \ j `a. `�' F 1/4'0-20 6PT W/NUTS f nGICHEDO AT (2j 3PIOP WVE75 `•) •�\. •) i(CSIY FOR YUUPLC LM73) BOTTOM PALLOR, / 1/4'0-20 BIT W/NUT '6 /i/ •;\ / t,\`.Cl @"z�� \,f�FQiCNEDO WEB WEBAT // ''� -0 \'' II�,..�1' BDnOG R:IL C: BOTTOM PAL @ Af CONCRETE OR CONCRETE BLOCK / �(4)3/16"0 \ O0 EACH JAGB n REQUIRED �/ ALUWNUG -- LOCATION f \ O0 EACH JAVO `I POP RCiETS r ` I 1 LowtoN SA C(R FROM / \ !_/1 �• � 4'0-20 THUG3 SCREW Corl. I \ Lt 4'0-/ `1 / / 20 Ttll'fAB SCREV! `\ --^^ /� � (2)@14x2"F.N.-t I I ,'�� D �J % I S.S.S.M.S. %% I O' bl /� O1\ FROM JAMS(F. / Cent. C40L /, 4"0-20 BOLT W/WINCNUT TD BOTIOM RkLIO •I I \• (2)p'14x2"F.H. �r I �-I/4.0-20 EOT W/NtYONLIT B.S.S.M.S. (2)1/4'0 TAPCCAL OR // FROM BOTTOM X) 1/4'cx3/4'A11 POIR SOLID-SET OR (2)1/4'0 TA(+CCTS OR TO EOnOM RAIL D (2)I/4'0v1 7/16'PANEUATE INSERTS (2)1/4'0v3/4•ALL POINT SCLID-SET OR U (2)1/4'0x1 7/16'PANEWTE INSERTS SECTION C — C SECTION D — D +) c ALTERNATE SECTION D'—D' HURRICANE(POSITION NON HURRICANE POUNT) (WALL TOSITION T��1(IQ�' •f'�' �•A (WALL MOUNT) SCALE:3/8"= i' SCALE:3/8'>• 1' \ �a '••�G ENS• `'P NON HURRCANE POSITION `0 (C SCALE:3/8"a 1' FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) • No.44167 �1- * ` @2017 TILTED",NO. ASSA / BERTHA H.V. BAHAMA SHUTTER La DRAWN BY CONNECTION TO CONCRETE OR CONCRETE BLOCK a' IL ECO AMERICAN SHUTTER SYSTEMS ASSOC., INC. 07DATE" WWEXTERIOR LOCKING ROD R FIXATION LOCKING ROD R FIXATION =' p �t�'T�`` TILLIT TESTING @ ENGINEERING COMPANY 4268 WESTROADS D`T/E Wa Nr,ltav s.3•x.lG!rR0.sA wmo Ronrw.urea WEST PALM BEACH,FLORIDA 3N07 Run:(xl7en-tup.rm,(•:eX�t-tut PH:(B00)4J2-2204 FAK:(561)209-B3B0 )7—)09 NltrcoOovJ.eom DRAWING No EB-0006718 •WALTER A TILIR Jr.,P-I- a0 FLORIDA Ur-1 4{167 SHEET 8 Of 7 _- CONCRETE BLOC4—\ HEADER RFOUIRED 1/4.0 TAPCOlrs 1/4•0 TAPCDNB 1/4'0 rAPcals �j - ----- --- -- (SEE SCHEDULE. 6',' - (SEE SCHEDULE. / \ (SEE SCHEDULE. T SHEET 7) . SHEET T) / Fl@— SHEET 7) ..--aConl C C /16•pgT4.2'Fx IN aS.S.F.H. vuSS.S.MS. S.S.SJd.S. CK h..NT TO TOP RA0.1C � TOOMP�RAIL�/ '• 11MEk0 9 / E OREWOR pIEH i < /CHEWED TOP RAM C YJDTGHED 13 lOP RAIL � •/-�- 1•i TOP RNL C Mh SWARATgN � Ca\CRETE OR (A)OR ® CONCRETE OR ` �i_+=\ ��//�{J ! 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FLORIDASCALE: BUILDING CODE (Non High Velocity HMrricone Zone) ITI HURRICANE POSON 02017 TILTECO.WC, SCALE:3/8'-I• 71:' :* ASSA / BERTHA H.V. BAHAMA SHUTTER DRA'MI BY i CONNECTION TO CONCRETE OR CONCRETE BLOCK �' 07/28/17 ���� e ``. I L E C O ewe. AMERICAN SHUTTER SYSTEMS ASSOC., INC. GATE •!/ INTERIOR LOCKING ROD d� FIXATION mot/ }p (\Yv tE``` TILUT TESTING&ENGINEERING COMPANY —3 NrSTROADS DRirID A C1A I,1 �••-4 nr.xw L ir.st TAW cxMa,rL¢ep,ula WEST PAW BEACH.FLOR 33407 M Ne+:(ap7eTl-:SL.Ie:(aopn-.�I PH:(6C0)432-2204 FA%:(561)209-MO 17-109 a-marl:Loteeaopa.eom DRAWING No ••" EB-000671 B oa1[ WALTER A TLLR Jr.P. SHEET SA OF) ROR�OA Lie./41187 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 B CASE I11 : WALL MOUNT BAHAMA I, SHUTTER ELEVATIONS 1—yr� I--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(BB FOR SINGLE(CASE 1)&MULTIPLE(CASES II&III)UNITS .. lNIIJLJii r FOR A CORRESPONDING A.S.D.DESIGN PRESSURE RATING&SUBSTRATE TYPE SUBSTRATE MAXIMUM A.S.D. ;�61FN�t''•;v9 CASE DESIGRATINGSSURE WOOD POURED CONCRETE 7t: NO,QQ�S� s.f. SOUTHERN PINE No.2 OR (P• ) CONCRETE BLOCK `;�'• ' +45.0 —55.0 12„ 7 1/2„ S/ yALE�Girl' II & III +45.0 —50.0 7 1/2" 7 1/2" FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 02017 TILTECO,INC. ASSA / BERTHA H.V. BAHAMA SHUTTER LC. DRAWN BY L E C O,Nc. AMERICAN SHUTTER SYSTEMS ASSOC., INC. 0 7DATE17 TILLIT TESTING&ENGINEERING COMPANY 4268 WESTROADS D� f r:em a.A�]c.9¢zcNA u>mOa ncvs4 vlm WEST PALM BEACH,RORIDA 33407 PHI(000)432-2204 FAX:(551)203-080 17—109 a-maE-000 Cad.com DRAWING No ED-0006719 'HALTER A-TILLIT L.,P.E o,L 10-m TAe/: SHEET 7 OF 7 FLCRi.TIT 8 a4167