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HomeMy WebLinkAboutProduct Approval I ' BCIS Home Log In User Registration l Hot Topics Submit Surcharge Stats&Facts Publications Contact Us SCIS Site Map Unks Search ProdFlorida !i"-" USER:uacbtuApproval _ c User Product Anoroval Menu>Product or Application Search>Application List>Application Detail FL# FL8523-R6 to v Application Type Revision f�/� Code Version 2017 jjr—VIEWED F `t" Application Status Approved t+® r OMPLIA CODE C Comments CO ;RP�,`� Archived G �� '� BOCC ��'� a Product Manufacturer American Shutter Systems Association,Inc. K �1 Address/Phone/Email 4268 Westroads Drive Y West Palm Beach,FL 33407 (561)209-8263 bfeeley@eastemmetal.com Authorized Signature Bill Feeley File COPY Irodriguez@easternmetal.com �;� Technical Representative �1 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. !D Validation Checklist-Hardcopy Received Certificate of Independence FI 8523 Ra COX AMERICAN SHUTTER SYSTEMS ASSOC INC. DRAWING 17-109 CERTIFICATE OF INDEPENDENCE PDF Referenced Standard and Year(of Standard) - Standard Year ASTM E 330 2002 ASTM E-1886-05 2005 ASTM E-1996-05 2005 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/14/2017 Date Validated 10113/2017 Date Pending FBC Approval 1.4/17/2017 Rate Approved 12/12/2017 Summary of Products FL 7t 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 118523 R6II AMERICAN SHUTTER SYSTEMS ASSOC.,INC. Approved for use outside HVHZ:Yes DRAWING 17-109 BERTHA H V SAHAMA SHS PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A Created by independent Third Party:Yes Other:Large missile level"0",Wind Zone 1,2 and 3,Max. Evaluation Reports width is 42"and Max.height Is 96"for+45,-S5 p,s.f.ASD F1.8523 R6 AF 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 nark keit f onrart 115::Will BMir Stnn 00,10 Ta intra sce FL 32399 Phone-850.687.1878 The State of Florida is an AA/EE48mployer.Sdmnnht 7007=2p1 a Slat?of Ronda Privacy Staigment;: rasiblf;ty Statement::BIJUnd SL11gel nt UnderFlonda lay,etMll addresses acme pubtir retards.it you do not want your a-trail address released in response to a oublic•records request,da'rot send electronic mad to this entity,ldstead,contact the offlea by phone or oy traditional mail.if you have any questions,please contact 850.487.1395.'Pursuant to Secban 455.275(2), Florida Statutes,,effective October 1,2012,tcensees licensed under Chapter A55,F.S.must provide the Department with an email address Ir they have one.The ema4s Provided may be used for official commupicaffixs with the&cemee.Fmweyer email addresses are public record.If you do not wish to Supply a personal&dorms,please pravidc the Department with an email address whlch can be made ayarabie to ire public.To determine it you ere a licensee under chapter 455,F.S.,please td;cfc ho . Product 'AAPfPro�val Accoptst 51 EE G-edll tr'rn=C1' Safe 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, 8.2 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 WIND LOAD DURATION FACTOR WAS USED TO CALCULATE SCREWS SPACINGS: TENANT TO SECURE SHUTTER WITH SILL BRACKETS DURING-PERIODS OF HURRICANE WARNINGS;- BERTHA H.V. BAHAMA SHUTTER'S ADEQUACY FOR IMPACT AND CYCLIC RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS # 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE 0510.01-06 AND 0621.01-07 AS PER ASTM E 1886-05, ASTM E 1996-05 AND ASTM E-330 STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR STANDARDS, QUALIFIED FOR WIND ZONE 3, MISSILE TYPE D, BASIC PROTECTION ONLY. TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH 2. SEE MAXIMUM A.S.D. DESIGN PRESSURE RATINGS & MAXIMUM SHUTTER DIMENSIONS ON SCHEDULE THE BUILDING TO PREVENT WIND/RAIN INTRUSION. ON SCHEDULE ON SHEET 7. 10. BERTHA H.V. BAHAMA SHUTTER'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS 3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063—T6 ALLOY AND TEMPER, WITH Fy DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE = 25.0 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 D 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 C), OR(E)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. — 1/4"4 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 A1) MINIMUM THREADED PENETRATION OF TAPCON ANCHORS INTO WOOD SHALL BE 1 1/2". THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. A.2) MINIMUM THREADED PENETRATION OF PANELMATE INSERT INTO WOOD SHALL BE 1 5/8'. (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY A.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING MEANS. WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1 AND A.2). (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND (B) TO EXISTING POURED MIN. f'c=3192 psi. CONCRETE OR CONCRETE ASTM C-90 BLOCK UNITS: WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS — 1/4"0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDER, INC. LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. — 1/4"0x3/4" ALL POINTS SOLID—SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. ........Se) ORIGINAL P.E.D. SHALL BEAR,THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE 1/4"4x1 7/16" PANELMATE INSERTS AS MANUFACTURED BY ELCO FASTENING SYSTEMS, LLC. '°PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. I'��P A. t!(�/2 ' P ..•"""'••., THIS DRAWING SHALL ONLY BE USED TO B.1) MINIMUM 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 EMBEDMENT OF 1/4"0x3/4" ALL PAINTS SOLID—SET ANCHORS INTO POURED T}'' / 7 y FLORIDA BUILDING CODE (Non High Velocity Hurricone Zone) 74 (D2017 SILTEC0,we EMBEDDED.SHALL BE 7/8" OR INTO CONCRETE HOLLOW BLOCK SHALL BE ENTIRELY a 7 '* ASSA / BERTHA H.V. BAHAMA SHUTTER DRAWN L.C. er STATE OF N0 EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4"ss-20 S.S. MACHINE SCREW USED S SgORIDp. .'t����° L E C O INe. AMERICAN SHUTTER SYSTEMS ASSOC., INC. 07DATE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO ss'O A N�\�,1�� TILUT TESTING&ENGINEERING COMPANY 4268 WEsrzm"os OFM 1' al!!rt".,on vrsrA ,tmlm..v+u WEST PAW BFFC{I.FLORIDA 33407 0#114 ' .rm, ,_,,,, PH (e00)432-2204 FM(581)209-8780 17-109 .,t.A••' a--8:Iatccoc.d.c G(TAWWO Ne ER-0006719 ca[ WALTER A.TIUTT Jr„P.E. �. ao,6-d! �' SHEET I Of 7 FLORIDA Uc. 44187 r, --zj^ 45 i R.033" o o " % 78 R53 910" .910" sem, 41- .281" I ?O p .625" .080" m tiry '• , 2.330" 00, I `"r s (1.030) 0 'o `I•• 7- I 1 I• a.045" •I j R 125 - .� ,7 _ L 3 .119" l .119"fir— h R. nh 'O 078" -'-- 1 .39= .071" n �6`. (TYP.) I I E.187° �n 2.557-- pp- 343 N c R 1.625' 1.700" 35^ � I SOS. n c a I I 3' ,� 2.000" 2.12s" (1.020) 2.972"181a' \ { I j i m i I I n LOUVER Ai HIGH VISIBILITY OB 4" B.O. FEMALE HI G i szo" I—�-i B20" BLADE LOUVER BLADE 6063 T6 Alum. AL 6063-T6 Alum. ALLOY © 0 1 ALE HINGE O 0 L _ MB 0 JA z.000"----, 1/4"O 1.250" (�--1.2so"•-� \ ' ES- 1.250" VIEW Y I I 1' " 2.330"� HOLES-h1� LO•{E 2 o o Min. \ 00 oY I _• n I 'Oa �� % Lo 6 0 125" o 0, v.093" a �� n� (NP.) q 9/16"0 1/4"0-20x1" LONG 130 o+ m \ I Min.1 —S.S. THUMBSCREW OR JJJ... HOLE 3/8"0-16x1" LONG o 1 Z o o ^ ACETAL THUMBSCREW. a i q/16 o o oOH LOCKING ROD AT EXTERIOR FIXATION Min. 9/16"4 n a I c HOLE Min.-/ F HOLE OPRE–PUNCHED n O CHANNEL 2 (3) 1/4-0 10"'Min. CENTER MULLION ! I ( )HOLES _ HOLES -- — b k I 1.997" 1/4"0-20x1" LONG VIEW X BLOCK WOOD "_�S.S. THUMBSCREW OR 3/8"6-..16x1"LONG VIEWS Z ACETAL THUMBSCREW. N OH .085" LOCKING ROD AT INTERIOR FIXATION � N H�1$n 7 - g90?^ � O `0 049' + o L °° o co 10.875" SERRATEDTUBE JO t" SERRATED TUB f N0,44167 1 FLORIDA BUILDING CODE (Non High Velocity Hurricahe Zone) INSIDE ARM OUTSIDE ARM 1w �k a peon nM LTEco, G ASSA / BERTHA H.V. BAHAMA SHUTTER LC. e1c KO CAMEL BACK HINGE ,o> ' Da, ,,� D7/28/17 COMPONENTS 1 L E C O INe. AMERICAN SHUTTER SYSTEMS ASSOC., INC. DATE ��®��• `',W, TILLff TESTING 8:ENGINEERING COMPANY 4288 NESTDgDS DRIVE ruxn 1L sa m VAGa cActOq namu,w EST PAW PH:(800)132-22e0E4CNTFLORIDA 33407 SCALE: 3/4" 1 Y: (581)209-8380 17-109 mal: E8-0006718 Mte<-6a71V m _ ..{r'•" •- an ,Qpp,p, DRAWING No WALTER A TRtrT Jr.,P.I- dn.,e-we 1/a/+ nARIDA Ua 0 4{187 4 I SNDET 2 OF 7 ,(A)OR Al C (Cour.) �C/5,6 8 (CONI) �p/5.6 C�(cowr.) ®C/5,6 (caua TTP B (tour.) ®p/5 6 (CONT.TTP.) D' 5,6 2) #14x2" F.H. (2) #14x2"F.H. \ ° D'/5,6 S.S. S.M.S. ° S.S. S.A.S. ° FROM JAMB CE)_ I FROM JAh4B E TO TOP RAIL(C TO TOP RAIL C 1 (2) #14x2'F.H. " L - S.S. S.M.S. L �5?S,91.Mz5'F.H. L FROM JAMB C I TO.TOP RAIL FROM JAMB I C I 1 1 (�� T TO TOP RAL?C r r T r 4- 2 1/8" Min. 2 1/8" Min. 2 1/8" Min. L OF /BLADE BLADE BLADE 2 BLADEInPENETRATION r 1 PENETRATION PENETRATION (- T 1 i PENETRATION = E L E = E T I T E C y r I- w (2) #142" L .� 2) #14x2" L J F.H. S.S. S. 5. -� H. S.S.S.M.S. W FROM JAMB L)TO T I FROM JAMB[E]TOLa t" 2) #14x2" rn BLADE(A0CR rAYj t + -1 BLAOE�CR(A (2) #14x2 - H. S.S. S.M.S. w 1 F.H. S.S. 5.th��,�S. W C� MID NEIGH I.., � y � ® MID . . e FROM JAMB 1E)To L -4 F-I-I JAMB}n TO v TO BRACE JAMB L 1 I , TO BRACE JAMB BLADE A Qt��e4 1- J BLADE QA CEi�1+ L I T Y 0 MID 1 1 ®MID NEIGH IT �• --� a TO BRACE JAMB I -1 TO BRACE JAMB L J N B/4 [- 1r B/4 sll� T + - Ir" (2)#14x2"F.H. r A/ - W/ O(CONT.) A/ y 2)#14x2•F.H. H I 5.5.S.M.S. S.S.sis's B 4 FROIA JAdB �______ " 0 o FROM JAAB CE! SIM L -� B/4 I TO BOTT0h1 _ "' ------ TO BOfioM L D. RFJL� H III L� ° G (2) #14x2'F.H. 1- '�f-52)B1M S. F.H. G' oI 'W" (SEE SCHEDULE SHEET 7)--.--"W" (SEE SCHEDULE, SHEET 7) "W" (SEE SCHEDULE, SHEET 7) S.S. S.MS. _ - FROM JAMB[E� 120" Max. WIDTH '—'---- D/5,6 FROM JAMB QE --_-_-___ —___— TO BOTTOM RAL D C/5,6 / RAJ BO oM J D H o G _WOOD SUBSTRATE D'/5,6 G •�-W- (SEE SCHEDULE, SHEET 7) / / r MW � B' 4 D'/5.6 ®WOOD SUBSTRATE (2)#14x2"F.H.Ss.s.hls. L A/ A/ A/ -1 (2) #14x2'F.H. FROMJAlAB Q ° 0 o S.S. S.M.S.TO BOTTOM _s______ °FROM JAMB(E,B'/4 I,- -II SIILAR RAILro eorroM RNL(D(2) #14x2' F.H. L -Ir (2)#14x2'F.H. G W" (SEE SCHEDULE SHEET 7) CHEDULE, SHEET 7) 'W" (SEE SCHEDULE, SHEET 7) S.STO I. S.M.S. S.S.S.M.S. 120" Max. WIDTH 0/5,6 FROM JMAB(Ej• •FROM JAAB�) BOTTOM -----UH D H ----- To BOTTOM RALp w, A�� C/5,6 CONCRETE OR CONCRETE BLOCK SUBSTRATE D'/5F6 O° ° P��.. /� MULTIPLE UNITS: CASES II & III G �•--"W" (SEE SCHEDULE, SHEET 7) ;'� :•�VtENs�c-•.,'�9 C/5,6 D/5,6 1. i FLORIDA BUILDING CODE (Ron High Velocity Hurricane Zone) D'/5,6 No.44167 TE CONCRETE OR CONCREBLOCK SUBSTRATE *' 02017 TILTECO.INC. LC - (LSSA 7t; (LSSA / BERTHA.H.V. BAHAMA SHUTTER ORAwN BY SINGLE UNITS: CASE 1 9 - w/ATE ELEVATIONS FOR INSTALLATIONS WITH oc,• ��,�� IL�-P� AWERICAN SHUTTER SYSTEMS assOC., iHc. GA>ETIWT TESTING h ENGINERING COMPANY 4268 WESTROADS ORY •\ 1 a15!x�,iM 0.G am va°xA Wens,ItWm.]1+e4 w,,PAW BFACN.FLORIDA 233407 EXTERIOR LOCKING ROD (`H� FIXATION �ONA�� '�' tat-0-14— ES-00067 ce0o).32-22x4 FAx (561)1°9-a36o 17-1oa ^, T e-11e15 mvrm+ — mwnp+ — DRAWING No N.T.S. WALTER A TILLIT"'P.E °.O m-mfi NI FLORIDA U.#44107 SHEET 3 OF 7 MAJOR Al C}(CONT.) ®C/5A,6A (CONT.) �D/5A,6A Q(CONT.) �C/5A,6A A OR Al B (CONT.) / Z� ®D 5A,6A caw.7YP.) coNr.7YP.) D'/SA,6A (2) 14x2"F.H. o c \ 0 0 D'/5A,6A S.S.y,M.S. F.H. c \ , S.S. S.M.S. S.SS.M.S. FROM JAMB(E \ FROM JAMB E�, y "" TO TOP RAIL(C� — TO TOP RAIL(P) _ (2) '14x2" F.H. 'T �(2) #14x2"F.H. !-' 1 FROM S.M.S. i" + L I FROM JAMB(_. �'- 1 S.S. S.M.S. �-- I TO TOP RAIL l@c r 7 TO OP RAIL° r T � t 2 1/8" Min. 1_ 2 1/8" Min. 2 1/8" Min. L 1 7 J BLADE BLADE BLADE 2 1/8" Min. PENETRATION PENETRATION n PENETRATION r' T' i BLADE In PENETRATION i -J �,., L y -4 w P—L _J E = E 1 T J E 1 t xn I 'y - 1 Ca r T -, r -1 Lj a 2)#14x2" (2)(114x2" ' 1 I V9 I FFRIXA JnNB 1 E 70 T -F S.S.,S.M.S.0 y (2)114 rz r 7 (2)#144- N BOOEQoR NS ' + i BIALE A 8( F.H.SS.SMS H SS SIBS. � ®MD lflGHf L + 1 -I ®MD�H9C+R� FROM JM_(E�TO v 70 BP/LE JAMB + 1 I TO BRACE J4M3 �� L I � I ®MDOFIDGHf 1 T' r � TO BWACE JAMB r- TO MI CE JNAB J r --r. I a -1 Z a B/4A I L � N SIMILAR ; B/4A i ® - F -7i (2)y14.2•-E A/ A/4A A/4 A/ Y��s S.s1,MS•FROM 5.5.S.M.S. I�. ___ •__ —_ B 4A L I FROM JAMB i olo --~- --- BOTTO(A�RAIL Js 1D� L J B/4A TO Bo,7oM �,� ® _i � I (CONT.) �^l o (2)IV 14x2,F E- - -+12)#14.2"F.H. "W" (SEE SCHEDULE SHEET 7) "W" (SEE SCHEDULE. SHEET 7) ' S.S. S.MS. ____ _-_ S.s.S.M.S, C' ^r_"W" (SEE SCHEDULE, SHEET 7) FROM JAMB�L • - _-- r�o°eo;oM% 120" Max. WIDTH ~— D/5A,6A TTOO�BOT BOTTOM�1 - H p • C/5A,6A WOOD SUBSTRATE D'/5A,6A LJ L.l G "Vd" (SEE SCHEDULE, SHEET 7) D/5A,6A B'/4A = I 1 B'/4A C/5A,6A T SIMILAR D'/5A,6A ® WOOD SUBSTRATE (2)®14.2 L A/ + A/4 A/ A/ a, O #14x2"F.H. S.S.S. -1 FROM JAMB UE _ ____�___ o 0 0 0 � - S.S. S.M.S.(� B'/4A '- B'/4A 7o eonoM j • TO°BO7TOM i�aL Ib� r ; SIMILAR RAL( H �— (2) #14®F.H. G "4!" (SEE SCHEDULE SHEET 7) D (CONT.) FI •(2)#14.2"F.H. "W" (SEE SCHEDULE, SHEET 7)---W- (SEE SCHEDULE, SHEET 7) S.S.S N.S- •1_ S.S.S.M.S. FROM JAMS ___ ___� F=== =__= FROM JAMB 00 120" Max. WIDTH TO BOTTOM .TO B0,roM�.41Lp C/5A,6A D/5A,6A RAJL(Dj 1 H �p Hl�Y G ,Fu��"�'�'��., CONCRETE OR CONCRETE BLOCK SUBST ATF D'/5A,6A �-W- (SEE SCHEDULE, SHEET 7) 5 6 `, ,°F Pk PL s! MULTIPLE UNITS: CASES II & III C/5A,6A D/ A, A �• ., FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) D'/5A,6A No ©2017 TILTECO,INC. CONCRETE OR CONCRETE BLOCK SUBSTRATE # '44167 ? . ASSA / BERTHA H.V. BAHAMA SHUTTER DRAWN BY SINGLE UNITS: CASE I "fl?�' „28,,,LECO.Ne. TE ., INC. DAZE ELEVATIONS FOR INSTALLATIONS WITH '_�.��;•• ��,��'�°,°° ;� ENGINEERING COMPANY PP.("ESrP�AMWESTROADS FWRI�33407 o 17_109 INTERIOR LOCKING ROD n FIXATION ,/ p� ,,�, .-m•�:wt.•ooaol cum ou< DRAWING N• EB- 06T,9 caavno. �+�'-.• rn,trno, vn N.T.S. .iii.•••••' WAL1En D0 A.ULM Jc,P.E. an,o-oa /ap FLORIDA U..f x41 D7 SHEET 7A or 7 CONCRETE HOLLOW BLOCK 'o• •�\ REQUIRED ® CORNER (Typ)� 2'x 4'WOOD / STUDS REQUIRED—� ®CORNER (Typ.) 3"FOR TAPCONS 3 1/2' FOR SOLID-S 2° (2) 1/470 TAPCONS OR --{ / Min. E.D. in.,E.D. (2) 1/4'0x3/4"ALL POINTS SOLID-SET OR I •/ A♦ (2) 1/4'¢ PANEL MATE INSERT NOTCHED pTIOR WEB (4) 3/16"¢ (~B.ADR® W/ INTERIOR WEB „•r F'. _ BOTTOM RAIL ALUMINUM BOTTOFINOTCHEDRNI D -- / POP RIVETS _ 5/16'x2"SLOTu BACK &FIR 5/16'x2'SLOT fl ------- (3) 1/4"0 TAPCONS OR r --- 1 �7 -----� 3) 1/4"ox 1 7/16"PANELMAIE -___ CONCRETE HOLLOW BLOCK— REQUIRED LOCK REQUIRED ®CORNER (Typ.) 2" x 4'WOOD_" - STUDS REQUIRED ` ®CORNER MID.) . 3' FOR TAPCONS (2) 1/4'0 TAPCONS OR 3 1/2"FOR SOLID—Sq Min. E.D. / 2\Ain. E.D. (2) 1/4"mx3/4"ALL'POINTS r\\ SOLID-SET OR I \ (2) 1/4.0 PANEL MATE INSERT i A QE W/ INTERIOR WEB t j 1Y/INTERIOR WEB ~ ® ::•r E•, `. NOTCHED AT (4)-3/16"0 (BLADE TYP-) NOTCHED AT .'f•;• BOTTOM RAIL QD ALUMINUM BOTTOM RAIL® --- POP RNETS .F 5/16'x2" - BACK & FRON H 5/16"x2" t sLor { sl or—� ';? '+ ------ — r------ - —�-- - ---_ -- - ---- ----- -----� ((31-/ I--------- ------------- ----- ------ --- --------- -------- - ---- _ �_- -------- -- ----_ ElA7ATE INSERTS TO WOOD y�-----�yL_ — _____—_�_ —___—____ 0 NS OR (3} 1/40 x 1 7/16' _----- ----------- _ AI (2) #14x2 F.H. S.S_ S.M.S.----- ---- - -- -- - FROM JAMB QE TO BOTTOM RAILQ L-----=- -___-�_-- - __-___- -'-- - -- -- —? -____--__=_= -_____-— __ FHD GJAMB.QE To O7T0 S.M.S. __-- - F (M AI4xY F.H. S.S. S.M.S. n.. �W/PLEB / z 1/B•w". I 'O + (2) #14x2' F.H. S.S. S.M.S. FROM JAMB HT TO BLADE OR U 10"THUMBSCREW LOCATION NOTCHED AT -& au°`FncrPanoN FROM JAMB QE TO BLADE(2 OR I) ® MID HEIGHT TO BRACE JAMB ID'TNUNBsc6EW LOCATION SECTION 8'—B' BOTTOM RAIL Q SECTION A—A CONT. ® MID HEIGHT TO BRACE JAMB PLAN SECTION B—B (2) #14x2" F.H. SCALE:3/6•. 1" A OR (2) #14x2" F.H. V W/ INTERIOR WEB rs.S. S.M.S. ® W/ INTERIOR WEB CONCRETE HOLLOW BLOCK NOTCHED AT / FROM JAMB (b W/IAB (MADE 1Y'P.) S.S. S.M.S. NOTCHED AT 2'x 4"WOOD REQUIRED�i CORNER (Typ.) BOTTOM RAIL // NOTCHED Ai'-�� [� FROM JAMB g0'f70E1 RAIL(p� 6�,g"625" STUDS REQUIRED 7 E // TO BOTTOM RAIL G BOTTOM-RWL U �,. T" TO BOTTOM RAIL(.D� r-•--I---I a CORNER(Typ.) `� +.� 2 1/e'Nin. 5/16"x2" ~, , z 1/6•rR i I 1 o <': I BIDE FENETRAnON"T 5/16'x2= FENETPATAN JI SLOT SLOT BIDE � r-------- - '----------- --- ----------- ---------- -- ---- -------- --- ---- __-_-_-_ ---- _ ------------ � a_-_- __ ____ -��___- _ ____ _-___i_ =4_ ------------ - _______-_— ' I , 'o W----- _____—______ ____— _—_ ____ _ l_ _ —__ —__ __ �_-____ _�__-_--_-_-na_ U t__—_ _____________ ------------ ---_-- _�__- - __ __-_ —__ ___ -- _ ------------------- - -I' - e 1_ma _ _ _ I �� ----------- ----------- ---------- - --- ---- --- ---- -- --- -- ---- ----- -------- - ----------- --- ----- -----0 ... Is x1" LONG' .. .. (4ALUMINUM 3 m .. •. 4 0-2 .. . THUMBSCREW, _�J,., POP RIVETSCONT.D •H• xt''LONG SS "BACK& FRONT 'THUMBSCREW., ' •. ' 8•SLOT LOCATION _ ..'•••�(2) 1/4"0 TAPCONS OR (3) 1/4"0 TAPCONS OR '(2) 1/4"mx3/4'ALL POINTS '' �1//i/ii����•. •• "(3) 1/4"m x.1 7/16" , SOLID-SET OR ' ,'.�,N! „'. •PANELMATE INSERTS TO WOOD - •• '(2) 1/4"0 PANEL MATE INSERT' �r�A:i l �e�+., �• - •• . EN ''. :•,�. ' F % FLORIDA BUILDING CODE (Non High Velocity Hurricone Zone) Na 44167L ATIO ©2017 TILTECO.INC. ASSA / BERTHA H.V. BAHAMA SHUTTER wEr . * * i SCAIE:3/e" oRA ' 1 . AMERICAN SHTER SYSTEMS ASSOC., A1L ECOTc07DTEf7 6�^ TILER=ING R ENGINEERING COMPANY 4268 wESIRWDS O(WE'y y1, e>,uc xn:.d ws ymu nnen�viae WE PALM EUCN.FLDRNA 33407 M(800)432-2204 FAX:(761)208-6370 17-109 -motl:tateeoOAWsem DRAWING No NALIt ED 0006710 a usOvly 1� .WALTER A.fiLUT Jr.,P.F -ae 1n-aea !1 •/AICA FLORIDA liu B 44167 SHEET 4A OF 7 wow HEADER WOOD HEADER ,I—REOUIRED REQUIRED REGUiRED HEADER -0 TAPCONS 1/4'0 TAPCONS 114 SHme, (SEE SCHEDULE SHEET 7) (SEE SCHEDULE SHEET 7) B cant Fscnntxx s • (s}3ji8'o ' I;»„ ,f 14 2•F33. ':•' ST4,2 F.H. 'ter... ALUMNUU FRO POP FROM 4AMEI(�, To ITI.IAM (9 TO TOP P INTERIOR WEB -11 R WED OTCHEO f ITICHIED A! TOP RAIL C;) I TOP I OR SEPARATION OR N (Typ.) EO MASS ON IS —I SCHEDULE OR SHEET ?} VOSTINO (2) J42S.S.S�16 FROM 'At, BLADF TO,- I BRACE . ;r 0 MID A JB BIFAE OR(r OR OR C (Typ.) OP.@ r as) ryp.) (2)3);�SPO AW- % C. a R WES RAFTS MAIL GAP OICKED AT 1/4�0-20 DOLT W/NUI NU ME 1/4'0-20 BOLT W/HUT C'M Ui BOTTOM RAL@ I. GATT SWT TM G ' Ej: G 90TTOM PAL 4 K j 0 EACH JAMS moo LOCAnON 0 LOCAllon 'O Ci FAM VAMU i. Ali Pep RAFTS 1 0 t!, Daae A,MCAT 30 -C-1 LUD _1115 SIREN t,4, S.M.S. F.H. 1/4�0-20 THUMB SCRM D 17 1 co"t FROM Yzi L 14 LIT TO BOTTOM 711C TO CIA L L@ L 4�;" I \-1/4'o-20 DOLT W/VIRGIN \-1/4'0-21)DOLT W1 VANONUT N.S.M.S. \L(3)�114*0 TAMNS 08(1) P. STUD 7� UUMATE INSERTS TO GffiDTm or —NSCR-T9 T STUD.V VX NOMPA) SM.2,NRI.NOMINAL) WOOD STUD 0 "COD!CW moo,me Q-/ 1 24-O.C.ia7x� 2e 0,C,MAI 2.,0.C,MAX. RECURRED ammm ALTERNATE FECMU SECTION C SECTION Q.. —.--Q 7 SECTION (VIALL MOUNT) (WALL MOUNT) .I00"' (WALL MOUNT) \V NON HURRICANE POSITION HURRICANE POSITION NON HURRICANE POSITION ......... SCALE:3/8'- 11' SCAM 3/8- 1- SCALE,3/8*- I' EN�e,`---. FLORIDA BUILDING CODE (Ron High Velocity Hurricane Zone) 0.441 02017 TILTECO,NO. CONNECTION TO WOOD W/ EXTERIO w: ASSA / BERTHA H.V. BAHAMA SHUTTER PA"WN'BY LOCKING ROD (H) FIXATION 07/W/7 AMERICAN SHUTTER SYSTEMS ASSOC.. INC. DATE 42W VrESTRi DRIVE WEST -ACK,FLORIDA 33407 TILLY TESTING&ENGINE INC COMPANY ....... M——r 17-109 111, -0.X,rt�= PH: 432-2204 FAIL(561)209-6360 DRAWING III ED-00I mz-z� mrz Ell zli WALTER YLUT Jr.,P.E. SHEET 5 OF 7 W000 READER %6OD HEAD REQUIRED ER REQUIRED 1/4-0 TAPCONS 1/4-0 TAPCONS 1/4-0 TAPOONS (SEE SCHEDULE SHEET 7) M SCHEDULE SHEET 7) \ I .�u (SEE SCHEDULE SH-Er 7) B C-1- ContBCFac' E; c (4)3/16'0 p. 014.2-FJL 5.5. 14.2'FA. ss�SMA& ALUMINUM if SS S.M.S. A_ POP FRO JAMB CE BACK&FRONT 70 TOP PML CI -6.1% sc TO TOP L-L INTERIOR WEB O'G.'G E INTEROR WEB :H WEB OP RAIL )TCHED L V Q� IP FAL R CLASS Nm SEPARATION ' A OR lu A OR 10 R SHEET EXISTING CLASS I Set SCHEOUl FROM S.S.S.�6. TO BLADE OR FR' JAMB O'd 0 MID HEIGHT TO BRACE JAMB FROM JAMB TO BLADE JAOR AD 0 0 MO HEIGHTTO BRACE 1113 ORO 1 `�{ \ 'J'. u1m) OR NED (2)3/16 1/4'0 1107 AT POP RIVETS BOTTOM RAIL D [(III TF1'R�T'FUE INTERIOR ms -20 DOLT W/NUT 1/4-0-20 SOLT W/UUr- CHO AT STWAT U BOTTOM!MfDD BOTTOM RAJL@ E.,.NAL GAP, 0 EACH JAMB MR FROM LCCAT=J Ns ng Fri mi-- 1/4-20 THUNe SCREW /4-0-20 THUMB SCREW (2)Jf4x2-F.H. ss.S.M.S. 6m. L \-1/4'0-20 BOLT Yl/WNGNUT FROM JAMB @ (2) To BOTTOM �-'I/4*0-20 BOLT W1 WNGNUT MTBE o TA"ONS OR'3'1/4'OA OTH OF ANELMATE I..TO '/0'r6 .1/4.1=T-(3)If=T 7/10 TO BOTTOM LID STUD IDT. PAN SPA 2-UN.NOM101) STUD.2-UlL HOWLAL) wom STU %*00 STU a 24'0.C,DJIAX�/ 24'D C.DUAXrZ REQUIRED REQUOIRED SECTION D D ALTERNATE ON D'-D' (WALL MOUNT) '00`QQ (WALL MOUNT) NON HURRICANE POSITION • NON HURRICANE POSITION SCALE:3/8' 1' SCALE:3/8'. I" 4� FLORIDA BUILDING CODE (Ron High Velocity Hurricane Zone) X 20M ST MA—/ 1' 67 @2017 TILTECO.WC. '4'Q.C jcAo.441 ASSA / BERTHA H.V. BAHAMA SHUTTER Lc- EOUIRED RAWTI BY SECTION C C (VIALL MOuNn CONNECTION TO WOOD W4 ALTERNATE INTERIOR 07/28/7 AMERICAN SHUTTER SYSTEMS ASSOC., INC. IIATEI HURRICANE F—...ON -Z 4288 WESTROADS DRIVE SCAUE-3187- t' LOCKING ROD H FIXATION •;q 0 ULLIT TESTING&ENGINEERING COMPANY ......... WESTPALM'EACH.FLORIDA 3340717-109 PH:(800)432-.04 FAX:(5eI)2O9-&mO M-000671 DRAINING No WALTER A.TILLIT JL& r FLORIDA U. SHEET 5A OF 7 CONCRETE OR COOCK E_X.REIE ROD 5! 3J REWIRED i i/4'O TAPCONs SfS'a TAPCOtJS (S/EE SCHEDULE--� / (SFE SCHEDULE .(SEE SCHEDULE GO!SHEET 7) B cont ON SHEEP 7) Gant ON SHEET 7} B Cont d � C (+ C 8144'F.N. pT4.2•F.H. S. Elm= (4)3Rim's FRO ALUWKUM FROM-ILI FROM JAMB voa RA,FR TO.TOP RAIL C PACK,a FRWtt TO TOP RA(L O { •, DJTE.f90R RIE ,--E1LYfEA �WEB D 1 { F W/WEB OTCREO •`\TOP RNL l✓ NOtCHED T � _`TOP RAIL C TOPtom' ,�.� OR CGSJCRLTE CR v:.:l \/ �J CR '(1'/ CONCRETE CK A Uin.SEPAFAOO:J CWJCRETE fiLOCK CONCRETE DLOCK, p•) 1 TO CLFss S WaL REWIRED�� ti (7yp.) w41 REaUJED HEE N GLASS % 5.1.1 1 1 F k M JASJS(F)To GLADE % (2)�Tix2'F�t 55.SAA$ 0 IyT `�'! •ms. �\ O WD HEIOT4i TO BiTAA;E JAMB f' +vs FROM JAMS(F,)TO BLADE([IJ OR ""•+•:- O MID HEIGHT TO BRACE JAMB OR ! i n `�I E Cant a• ((VP.) :/ •` � { { i FCR 50t±1E U;A j 1 ` `` `•`F' dE 2MOR VIED (2}3s1 l- �) ( .2w MAK OAP- 1 I F Can! ' 1/4'O-ZO BOLT W/KUT •� ` / �BOTTCRA AT T i ipay FOR LLULTRE urm) DOTTON wVL� I/4'°-20 80.1 VI/NUT 1 \� /�IMERIOR VIES \y ta,��.�,�,.�.I NOTCHED AT eonarA RwLQ BOTTOM n ` .& AT W/NTE S Q CCttCaAcRm BLOOR (il.FEWN3ivi1N° Q�NJtvs \ 1 , o EACH Java REOU6EED \ (� Lo—.,... N. PACK PROM - LI/4.0-20 THL°JB SCREW + `` /4•D-30 THUMB SCREW (2)�T4x2'F.H. D n 4 O` 1 S.S.S.M.S. I Cant FROM,WAB(F., "I (2)$14x2'F.H. Ccnt ( i/4'0-20 BOLT W/VnNCfiUT TO SOTTO)A Pt7LQ �i/4'n-30 BOLT Wj VnNGNUi S.S.S.M.S, / FROM J'Zh 7 (2)tf4b TAPGGNS OR {2}1/4b TAPOWiS OR TO BOTTOM L© (2)i/4'Dx3j4'AIS vain SOUO=SET OR ((22)SJ4'axJ/4'ALL PONT SCUD-£ET OR / (2)1/4•°.1 7/I O•PANEUJATE INSERTS ` (2)1/4.0x1 7/I9'PANELMATE INSERTS SECTION D — D ,, �t,�tFct{��AA�� s=. ALTERNATE SECTION 0'—D' SECTION C C (WALL MOUNT)NON HURRICANE POSITION !�1))Q��FP„� ..... /I NON HURRICANE POSITION (WALL MOUNT) (VfALL MOUNT) J -HURRICANE POSITION '\,\IJENg fJ SCALE.a/B'� 1° �� t�'•'•., scAl>=:a/e•. r SCAM'3/8"- I' i� FLORIDA BUILDING CODE (Non High Velocity Hu cone Zone) j N0.44187 ? t C2017 T LTECO NC ASSA / BERTHA N V. BAHAMA SHUTTER PRAWN Dr CONNECTION TO CONCRETE OR CONCRETE BLOCK 3 I L E�:C 2Nc. AMERICAN SHUTTER SYSTEMS ASSBC., INC. OT/288/17 • A ...• ��`,444444 11LUT TESTING&ENGINEdJING COMPANY W BT4268 ttt1d U70 DS SRNt A 33407 W4 EXTERIOR LOCKING ROD (R) FIXATION V ��,. �I 11 xltw 4K(SW)ALM BEA .FI ICOR 30$Gl »—i09 S�QMAL F��''' F. e�nOA:NSecalOaol.4rom m.u slyxnl� ru1A �;s any rAa afGWUJO Na E6-aGasna WALTER 0.TII.UT Jn, SHEET B OF 7 Fl.ORIOA Ua. 44197 CQ�RETE OR � / COXCREfGCX /E BL _1\j HE40FA REONRED / 1/{'0 TAPC076—1 1/4'0 TAPCONS 1/4'0 TAPCO14S (SFE SCNFDVtE, \ ,� SEE SCHEDULE. (SEE SCHEDULE, n S1+EEF 7) \ - r{y{TC..L SHEET 7) �[]1 CoM, SXER 73 \ B Co,L '•—��d �v ,�J WWW��,UUWUU•••,��U,,,,000JJJIBDl,,,,,U•UU•• j j C s C C / f (4)3/16b 814a2'F.H. / J14:2'F.H. POP RNE S.S. JAS. S.S.S.M.S. / POP RNtls FROM JAUB(EZ FROM JAMB BACK h TO TOP RAIL C TO TOP RAIL C i IMERIOR WEB INTERIOR WEB F T ITCHED i 7TOP U 70P RAIL �.� TOP RAIL C ( c CONCRETE OR `\� }• / I I �Ktiy��� A OR CONCRETE OR \ W..SEPARATION ' ,• I CONCRETE BLOCK •\ ', ® CONCRETE BLOCK OR A OR ® WALL REOuwED \ (TW.) WALL REOULREG \•\ (TYP) :•.� \ S.M. / \ "-1 FRO1d JAMB�TO BLADE�OI @ ~-• ®MIO HEIGHT TO BRACE JAMB / \` (2)BT JAM F 5.5.S.U. �� J ���••--��� \ 'be- FROM JAMB(,��TTO BLADE(p�OR 1 0 PAID HEIONF'10 BRACE JAMB NO \ CR A d 3� la FDR.UN E m+rtS) 0 ( ) P / \\�C `,•.,� 4�LVTEwoa wTe (z)s/fs'e Ari,.. OR A f (GaY;it MULTMNE L701S 1/4'a-20 BOLT PJ/NUT ' ` / crcicD a / POP RNUS - •) 1 J• eanau RNLQ f/4'0-20 eOL7 w/Tar f INTERIOR WEE I ) W/WEB •, .b ,\ eOn04 rmop i Q CHEO AT \ 6anoM aMLp i G �. ( / o L1Cl1 K ; .250'MAX,GAP AL4)3/16'0 UMINUM ' LOCATION \ a OO EACH JAMB _ FOP R,FRFR ' L=110.4OH G BACK 0.4F l 20 THulla SCREW( y cD /?Z.14.2 F.H. •�`''` I 1/4•e-zo THtxe SCREW \ O OFROM JAAIBCE� I O 1� C-L U L BOTTOM D j j n C.L I 1/4'0-10 BOLT W/WINCNUT TO •� I \-I/4'0-20 BOLT W/WRIONUT (2)114'2•F.H. CONCRETE OR L I I B.S.SA1S. CUYtRETE BLOCK— 2)f/a'o 7APC0.N5 OR FROM JAMB of FEODUIED _ 2)1/4b.7/B•ALL POINT SO00-SE7 OR L 21 1/4'0 TAPCOTIS Oa TO BOTTOIA RAILQ (2 1/4.0.1 7/10•PAITELMATE INSERTS ' 2 I/4•ea/B•ALL(PIR SLz10-SEr OR / 2).1/4brl.7/Ir PANDLUATE INSERTS. SECTION D ALTERNATE SECTION D'—D' R a rl '- (WAU MOUNT) NON H RRICA EU POSITION 1`L+��P�� ` N(pf �T�;�1 NON HURRICANE POSITION SECTION Q — C SCALE:3%8'. 1' 11 '• �. 1){('•'p-r Z SCALE:3/8' f' (WALL Moue) N0.4416`7 ? FLORIDA BUILDING CODE Non High Velocity Hurricane Zone) HURRICANE POSITION 9 (Y SCALE:3/B'-1' ®2017 TILTECO,LNC. e ASSA / BEL.a BERTHA H.V. BAHAMA SHUTTER oR,-1n CONNECTION TO CONCRETE OR CONCRETE BLOCKs' �{ ,7/28/17 IL E C O�Ne. AMERICAN SHUTTER SYSTEMS ASSOC., INC. DATE W/ INTERIOR LOCKING ROD (R) FIXATION y/�� 1� TILLIT TESTING 8 ENGINEERING COMPANY 4285 WEMOADS DRM Cy 1 aa!Nf.lM F+.&a A!vR®cA rweCA J]+{B WrSr PALM BEACH,FLONDA 33407 PH:(800)432-2204 FAX:(661)209-8380 17-109 e-mats:l0teeo0aol.eom DRAWING No "" EB-0006718 uv... ow 0.rt WADER A TLLfT Jr„P.E m+o-mA /:A/+. FLIXYOA lk. 4{187 SWEET E:a OF 7 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 UNITSE�L V(1ATION$ B CASE I : WALL MOUNT B CASE II ; WALL MOUNT B CASE 11 : WALL MOUNT BAHAMA SHUTTER ELEVATIONS w--}--w w--1— ww--► I--W--{ �OUBLE UNITS �-- wTRIPLE UNITS--1 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" O 3 5/8" SCHEDULE#2 MAXIMUM ANCHOR SPACING AT TOP FEMALE HINGES(BB FOR SINGLE(CASE 1)&MULTIPLE(CASES II&III)UNITS FOR A CORRESPONDING A.S.D.DESIGN PRESSURE RATING&SUBSTRATE TYPE PV-\t jk A-' MAXIMUM A.S.D. SUBSTRATE CASE DESIGN PRESSURE NO,44167 RATING WOOD POURED CONCRETE s.f. SOUTHERN PINE No.2 OR (P• ) CONCRETE BLOCK +45.0 —55.0 12" 7 1/2" -el I% II & III +45.0 —50.0 7 1/2" 7 1/2" FLORIDA BUILDING CODE (Non High Velocity Hu 'cone Zone) ©2017 TILTECO.INC. ASSA / BERTHA H.V. BAHAMA SHUTTERLc DRAWN BY 17 AMERICAN SHUTTER SYSTEMS ASSOC., INC. 07 DATE TILLIT TESTING&ENGINEERING COMPANY 4268 VIESTROADS DRIVEaux Hv,eCtA 0.5..xis vacxA tomos euxq,v,ee WEST PALM BEACH,FLOWDA 33407 PM:(800)432-2304 FAX:(761)109-6380 1 7-1 09 a—ma0:6lleeo0ad.eom ORAWINO No EB—0006719 ooaaru, WALTER A TLL11T Jr.,P.E. a�D 1e'� > � SHEET 7 OF 7 FLCRDA L;,8 NI67