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HomeMy WebLinkAboutProduct Approval- Bahama Business • ProfessionalRegulation r SCIS Home Log In User Registration Not Topics Submit Surcharge Stats A Facts Publications FSC Staff SCIS Site Map Links Search Product Approval USER:public User Product Approval Menu> Ptodutt or Apolicatwn Search>Application Ust>Application D*Wl FL* FL8523-R6 Application Type Revision 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*easternmetal.com Authorized Signature Bill Feeley trod rig uez*easternmeta I.corn 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 12/31/2018 Validated By John Henry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence FL852` R6 COI AMERICAN SH ITTFR SYSTEMS ASSN INC, DRAWING 17-109 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard YAM 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 10/13/2017 Date Pending FBC Approval 10/17/2017 Date Approved 12/12/2017 SummarV of Products FL# i 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 lambs/headers to provide Hurricane Protection. Limits of Use Installation Instructions Approved for use in HVHZ: No FL8523 R6 II AMERICAN SHUTTER SYSTEMS ASSOC., Approved for use outside HVHZ:Yes INC. DRAWING 17-109 BERTHA H.V. BAHAMA Impact Resistant:Yes SHUTTER.PDF Design Pressure: N/A Verified By: American Test Lab of South Florida Inc. Other:Large missile level"D",Wind Zone 1, 2 and 3,Max. Created by Independent Third Party: Yes width Is 42"and Max, height is 96"for+45, -55 p.s.f.ASD Evaluation Reports design load, Max.width is 120"and Max. height is 70"for FL8523 R6 AE AMERICAN SHUTTER SYSTEMS ASSOC - +45, -50 p.s.f. INC. DRAWING 17-109 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party: Yes RacM Neat Contact Us::2601 Blair Stone Road Tallahassee FL 32399 Phone:850 487-1824 The State of Florida is an AA/EEO employer.Coovriuht 2007-2013 State of Florida ::Pnvacy Statement:*Accessibility Statement::Refund Statement Under Rorida law,email addresses are public records.If you do not want your a mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,IKenwes 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 licenseehiowever emaa addresses are public record.If you do not wish to suppiy a personal address, please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click rere. Product Approval Accepts: CrecddittC�Card �rQ GENERAL NOTES 1. BERTHA H.V. BAHAMA 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"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 6.4) 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, 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 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 N 9. IT SHALL BE THE RESPONS181UTY 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 dE MAXIMUM SHUTTER DIMENSIONS ON SCHEDULE THE BUILDING TO PREVENT WIND/RAIN INTRUSION. ON SCHEDULE ON SHEET 7. 10. BERTHA F.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 ON 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 )OR(DIN 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. 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. Cc-=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"0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX, 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"0x3/4" ALL POINTS SOUR-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"0x1 7/16" PANELMATE INSERTS AS MANUFACTURED BY ELCO FASTENING SYSTEMS, LLC. "-PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. ItiQ p• r� THIS DRAWING SHALL ONLY BE USED TO 8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4" OR t Sf•EAIn i 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 POINTS SOLID-SET ANCHORS INTO POURED * � �7 S FLORIDA BUILDING CODE (Mon Nigri Velocity Nur cane Zone) CONCRETE SHALL BE 7/8" OR INTO CONCRETE HOLLOW BLOCK SHALL BE ENTIRELY Q; * 7k (D 2017 m>Fco.mc. ASSA / BERTHA H.V. BAHAMA SHUTTERL.C. EMBEDDED. 9•, STATE OF O"A"By NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4-0-20 S.S. MACHINE SCREW USED S �� �ze/• OA�OP`• �� I�LIE C O IMc. AMERICAN SHUTTER SYSTEMS ASSOC., INC. 07OArE � 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO, s (�\a�� nwT ttsTulc!ENOINCE"INO couvulr .zee wEs*xa+os 0w.e s'oruaL ENV 111 nwm¢num v,.1 WS1 PAIL&ALH.FLORIDA 31401 """ is+i+1-�swi..Om)n,-,v, PM:(e00),432-2204 F,v¢(5411)709-63110 17-109 ..••r e-tnoi:Ni�cobq.com FI".r 0RAw1"0"o Fw-OODR7,9 WAILER A 71LL1f J..,P F. '� SH FLORIDA EET I OF 7 Ix. 41167 .302' i1 n r 'n 4S 1 R.033' o o a 7•0 g I 078" +—i g:5 y30 .910"--e-... .910" 213" - i r O 2a, i - —2.330•-- - - q, m 1p o .625" o ", ® (t 030) a .045 L108' —.080, 030) g�( 0�(� 0,0. 3? A^.1 .119"' .119"1='= h _ _ R.415" 18 `^h 39 .078 n .071' n oS. (TVP.) .. R3" N v n n Q y, I —. 187" � + 2.557 ' - � I 1.625"— -- +^-1.700"-- moo. R055 g N m j 33" L 49, y3P , a I 1----2.000^ 1---z.,2s (f.ozo)--! 18 ra m o + n 2.972•-----, i + I 1 I L � O LOUVER At HIGH VISIBIUTY 8O�•/4" R O. FEMALE HINGE F---1 azo^— -1 I--i 24" BLADE LOUVER BLADE 6063-T6 Alum. ALLOY 6063-T6 Alum. ALLOY C TqP RAIL/MALE HINGE OD BOTTOM RAIL O JAW �--1 250" VIEw �• A 1 /L.ES- , 1.250" I �-1.250"---•ti ---..--- - -- 2.330" HOLES- EQ. yo HO ` 1 0.--+--EQ. —_... - L .o �•--a 00o Min- if .093" o ^T ', (TVP.).. clv S 9/16"m Ir{ i -- ==-1/4""-20x1 LONG/ p? m Q V? i Mm. - —5.5. THUMBSCREW OR 1 1— '� --t I MOLE y �! 3/8'0-16x1" LONG 9/16"f,© $ ACETAL THUMBSCREW. 1Min. 9/16.0 n a I •r TV LOCKING ROD AT EXTERIOR FIXATION HOLE Min.-' CID Il YIJOLLIik (2) 1/4^f (3) 1/4"f , ' ._-----.__.---12" ----- --1 HOLE o OF PRE-PUNCHED © 4 j i 10" Min. ----+ CENTER MULLION HOLES i HOLES I -- -----,.997" ._i h ® — 1/4"0-20x1" LONG 330' VIEW X BLOCK WOOD -S.S. THUMBSCREW OR 3/8"f-16x1" LONG VIEWS Z ACETAL THUMBSCREW. .085" — OH LOCKING ROD AT INTERIOR FIXATION �,�" m may 4 L _ n °-°�1L��,�A.T��l•t IT 1 .875" SERRATED TUBE JO 1" SERRATED TUBE940"--- n I - —1.750" No.44167 E FLORIDA BUILDING CODE (Son High Velocity Hurricoe Zone) - . INSIDE ARM OUTSIDE ARM ;*i * * ®20i7"LECO'IN` ASSA / BERTHA H.V. BAHAMA SHUTTER L.0 M„ , K CAMEL BACK HINGE COMPONENTS zoo''". IT I. Er COI AMERICAN SHUTTER SYSTEMS ASSOC, INC. °'o.a1' pp1, TILLIT TESTINO h ENGINEERING COMPANY ���M�TROADS 1� ��1ap. .yq=..,.Apps,M .. "EST PY KACN.RORIM 3340 SC:?LC ,,�,•. �N � pp r...�.Pea7pn-.ab. OUMT,-engrPH:(SCO)432-2204 FA:(561)209-diao 17-109 lilp"ofto.— ORA�MINO No •"•••T ER-0006719 w. p.a -ALTER A.RLR 1.P.E. pA,s.s ,!!V, --- rIARM Uc. M167 SNELt 2 Or 7 (CONT.) 'C/5,6 (j_�(CONT.) 0 R Al (CONT C'�(��v �D/5,6 (CONT.) �C/5,6 )oD/5,6 TTP.) COW.TYP.) '/5,6 (2) #14.2"F.H. (2) 114.2* F.H. DO ­ D S.S. s M S'_'_ ..— ..... S.S. SAS-- D'/5,6 S.S. FROM JAMB It TO TOP RAIL ' (2) 114,2" F.H. TO TOP RAILM Y' (2) #14.2- F.H. L"" s.s- S.M.S. 4 FROM "S It _C j FROM JAMB,- I TO T C L_- TO TOP ;WL OP RAI r 41 2 1/8" Min. 1/8" Min. 2 1/8" Min. 2 1/8" Min. BLADE BLADE BLADE �L__ PENETRATION F_ T,- E PENETRATION PENETRATION r BLADE rd - 4. PENETRATION 4-: I' uj T T In J_ 0 (2) 14.2' T_ ;4.2 14.2 F.H. S.S. S. S S w 2) FROM JAMB S. + 0 14.2 T + BLADE OR (2) #14x2" 2) #14.2 S.S. S.M.S. F.H. S.S. S. 5 FROM JAMB�&-TC To TO BRACE JAMB L__ -7 TO BRACE JAMB 'A)CR(A L L 0 MID HEIGHT I To BRACE JAMB TO BRACE JAMB z 4 B/4 SIMILM 8/4 (2) 11114.2' `.H A/"-I--,—A/4 #14.2*F.H. S.S. S.U-S. S.M.S. - 1 8/4 FROM JAMB lE -------- .. FROM JAMB, - SIMILAR __j 8/4 TO BOTTOM ---------A jj_TO Z�TTOM ll.;Q.j J_ RAIL CD)(CONT-) (2S).014-2-FA SCHEDULE SHEET 7) 7)-L-W- (SEE SCHEDULE, SHEET 7) (2) #14x2' F.H. S (SEE SCH "W" (SEI S.S. S.M.S. S-M S. FROA�B -------`-120" Mo.. WIDTH-- ....... FROM � TOM.'T. D/5,15 TO G C/5,6 RA OD (_I — WOOD SUBSTRATED'/5,6 (SEE SCHEDULE. SHEET 7) —B'/4 C/5.6 D/5,6 B'/4 1. -T* SIMILAR D'/5,6 'w 'w (2)014.2-F.H. A 17) WOOD SU S.S S'u S 1 4—rA/47/ SIS. S.M.S.FROM jAm6 i r(2) #14x2" F.H. 8'/4 'B'/4 TO TTOM ---—---- 0 0 SIMILAR 9 Fl.JA.BLLb RAIL 2NE TO BOTTOM I ci-u (CONT-) S (2) #14.2'F.H. -4 (2)#l4x2*F.H. W* (SEE SCHEDULE SHEET 7) W (SEE SCHEDULE, SHEET 7) 'W' (SEE SCHEDULE, SHEET 7)-Y S.S. S.M.S. .III L� '. I -----..._..____t20" Max. WIDTH— I FROM �Z Ss SMAS. FMM IAMB(E) TO BOTTOM AM To BOTTOM RAIL b,, C/5.6 D/5,6 RAIL�'M, CONCRETE OR CONCRETE BLOCK SUBSTRAT '/5,6 'OD rH D fs G (SEE SCHEDULE. SHEET 7) -- , _j MULTIPLE UNITS: CASES 11 & 11 % C/5.6 D/5,6 FLORIDA BUILDING CODE (No,. H;qh Veloc,ty N,, cone Zone) 6 No.44167 CONCRETE OR CONCRETE BLOCK SUBSTRATE D'/5, 0 2017 nLTECO.ftC LC ASSA / BERTHA H.V. BAHAMA SHUTTER SINGLE UNITS: CASE I ORA"81 ori S ASSOC., INC. 07/26/17 ELEVATIONS FOR INSTALLATIONS WITH AMERICAN SHUTTER SYSTEM DATE TILLIT TESTOW&ENGINIEERING COMPMY 426a WESTREMOS DRNS We, P�KIICH FLORIDA 33407 —..—&#,-—..=—.11. 17-109 W:(WO)432-22" (5151)209-81190 EXTERIOR LOCKING ROD 'H. FIXATION DRAWING N. ED-ODO6719 —.1 1 WT,S. WAITER A. rL��J4.,P.E. I , ROPOA LIII T 3 OF 7 A 1,(ooNr. 1(CONT.) IC15A' '§�OONT.) 0/,% (CONT.) OR C 6A IAtI TYR) 6A OC/5A,113A OB (CW.) D/5A,6A D'/5A,6A (2) #14.2" F.H. r0ow.45 '/5A,6A (1 4.2" F.H. D S.).0M.S. S.S. S.M.S.- FROM JAMS s\ t FROM JA&�?D' TO TOP RAI C TO TOP PA C 114.2t �'(2) J14x2'F.H. S S i S C� M S.S. S.M.S. 4 F JA _t To Top W FROM JAMS"t TO Top RAIL Ci i T- Tl -4 2 1/8" Min. 2 1/8" Min. 2 1/8" Min. -tg 2 1/8" Min. BLADE BLADE PENETRATION BLADE BLADE PENETRATION PENETRATION PENETRATION J. J.. (-E, w 'E w E n 4- 1U D (2)#14x2- -4 L 141(r T IF=H TO S; (2)#14x2' L2)#14 (D ORt F.H. SS.S. S. S 'tFflpff -4.- FROM';M6 E TO :M TO To a-va ime I L. TO BIlACE^a BLADE A OR -T- 0 WOO i TO BRACE JAMB --J TO BW4CE d4ke CA z I B/4A sa" B/4A (2)"4,2'__r A/4A-- 4A A/4A- I —A/4A .2)#14x2'F.H. SS SMS JAMB CE, TO 5 s'M 5 0" 130VTOM RAIL a B/4A TO ------------- swkm I "CH (CONT-) CH 1w 9 --� 1w (2) /14x2"F (2) #14.2'F.H. SHEET 7)--}--W* (SEE SCHEDULE, SHEET 7)--+--"W" (SEE SCHEDULE, SHEET 7)-, S.S. S.M.S. t"W" (SEE SCHEDULE • F 'A "1. 120' Max. WIDTH D/5A,6A S.S. S.M.S. "'IOLTI! L '/5A,6A FROM 5.. TO E" C/5A,6A MOD SUBSTRATE D RAIL C_D H) --W' (SEE SCHEDULE. SHEET 7)—j D/5A,6A B'/4A -— ----- -7- )0I C/5A,6A 7" 1 1 B'/4A --I SIMILAR D'/5A,6A A WOOD SUBSTRATE (2)fi4x2'F N 'W (2) #14x2"F H s S-S.M.S. I.A. S.S. S.M.S. .4 FROM JAMB,'f� 13'/4A •• •• 4. B'/4A I SULAR RAIL — To BOTTOM SAIL (CONT." (2)#14.2*F.H. 'W' (SEE SCHEDULE -'-!--W" (SEE SCHEDULE, SHEET 7)--1—"W" (SEE SCHEDULE. SHEET 7)- (2) 114.2'F.H. SHEET 7) S.S. S.M.S. S.S. -AA.S- FROM 120" Max. WIDTH TO BOTTOM FROM JAMB ToC/5A.6A D/5A,6A RAIL CONCRETE OR CONCRETE BLOCK SUBSTRATE D'/5A,6A A. '�tvk r// (SEE SCHEDULE, SHEET 7) - :*V. MULTIPLE UNITS: CASES 11 & 11 ........... C/5A,6A W5AM 40 11 FLCRIDA BUILDING CODE (Mon High Velocity Hurricane Zone) D'/5A,6A NO.44167 ®ion%aCG.NC. ASSA / BERTHA H.V. BAHAMA SHUTTER CONCRETE OR CONCRETE BLOCK SUBSTRATE UNN By SINGLE UNITS; CASE I112al 1LIECOINC AMERICAN SHUTTER SYSTEMS ASSOC., INC. 0=11 WES1 4268 WEStROADS ORr* ELEVATIONS FOR INSTALLATIONS WITH III% TIUIT TESTING*ENGINEERING PALM MACH.FLOW"13.07 .32-2X,i IM (MI)2W-a390 17-109 INTERIOR LOCKING ROD H FIXATION VONAL IE I — ORA".G N. N.T.S. ...... m.A T,WT P C m 14-m FLOR CA Lk 4141 SHEET 3A or 7 CONCRETE HOLLOW BLOCK..... REQUIRED O CORNER (Typ.) j 2' x 4' -- WOOD j STUDS RED RED 9 CORNFR (lyp.) ! 3"FOR TAPCONS --y3 1/2'FOR SOLID-S /2" in. E.D. (2) 1/4'0x3//4'4'ALL (2) 1/4'0 TL OR POINTS I Min. E.D. '• :�• \\ _�.-�"' SOLID-SET OR �.(�p;�� _ (2) 1/4'0 PANEL MATE INSERT 'lJ OR ® �,,W/ INTERIOR WEB (�'W/ INTERIOR WEB /r NOTCHED AT (4) 3/16"0 (BLADE TVP.) NOTCHED AT 1 BOTTOM RAIL Ig) ALUMINUM BOTTOM RAIL;U ii POP RIVETS ^� --- // 5/16'x2" SLOT n BACK k FRONT—. 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S.M.S. --� 7( W/INTERIOR WEB __2"x 4" WOOD REQUIRED 0 CORNER (Typ.)/ BOTTOM RAL'd. FROM JAMB(E NOTCHED AT-- �� I FROM JAMB AT�� r _NOTCHED AT STUDS REQUIRED TO BOTTOM)ZAII.+O) BOTTOM RAIl�' `J I 1 TO BOTTOM RAL�; \._\ BOTTOM RAIL(_Bt ®CORNER T .\J r RUDE iProWH EHE(RATn" LION ' 625".625' \J I' as '-'- •• a saaaav ___ -- a`�'s -- i _ IAL a u ._-_--__--- I 1 1/4.0-20 S.S. 5/16"x2 i ALUMINUM i ' - - 5/16%2- - �$ xi' LONG SLOT (1) 3/18 0 I u 1/4"0-20 S.S.• SLOT _ t H THUMBSCREW ' - I POP RIVETS-- - n xi"LONG O CONT.i. ( THUMBSCREW. 4•mUM93crEwBACK & FRONT' 2tla/4AlldOT:_. is .. '(2) 1/4'4 TAPCONS OR 1�.. .. i - _ �i (3) 1/4'0'TAPCONS OR (2) 1/4Yx3/4' ALL POINTS - I - - - (3) 1'/4'0 x 1 7/16" .O SOUD-SET OR 1lrruuir.��� 1 I t PIWELMATE INSERTS TO WOOD . (2) i/4'0 PANEL MATE INSERT 11 p. L_... ...__...... 1 �IJE ••NCEN `" SF .•'9 ELEVATION/1, FLORIDA BUILDING CODE (Non Nigh Velocity Hurricane Zona) 44 ®20,7 Tx,EW.MC GR7 wc, r * : No 16. ? SALE:aro'- I ASSA BERTHA H.V. BAHAMA SHMER T I ME C O I N c AMERICAN SHUTTER SYSTEMS ASSX., INC. 07/w2 17 TnuT TEYMIO k ENGINEERING COMPANY 4268 NEFL S OFM1L M."Si PATH{fiACHO 1CN,RORxN 37407 -.ua. a:gyr�l. ' PH:(ero)4u-2204 sAX (561)209-8380 17-109 NAL E 4�ti1:11ac049p.cam OR4MM0 x. EB-0006719 WALTER A 7x111 L-P.E. SHEET • OT 7 ' ROAM IX. Y147 CONCRETE HOLLOW BLOCK REQUIRED 0 CORNER (Typ)- 2- . 4'WOOD STUDS REQUIRED 0 CORNER (Typ.) < 3*FOR TAPCONS 3 1/2-FOR 2 E.D (2) 1/4.0 TAPCONS OR (2) 1/4.0x3/4"ALL Po. SOLI D-SET OR (2) • OR 114'0 PANEL MATE INSERT W INTERIO R WEB 0 W/ INTERIOR wE3 NOTCHED AT (4) 3/16-0 (&" NOTCHED AT-/( BOTTOM RAIL ifs ---- ALIJMIMJM BOTTO)A RAIL A POP RrVETS F BACK h FRON ALIN SLOT 5/16"x2" WX 5/16 X2!.- SLOT (3) 1/4-0 TAPCONS OR -------all,-——----- ----—--- ----- - ------- PANIELWATE INSERTS TO WOOD -- --------- (2) #14x2" S.S. S.M.S. G FROM JAME31 F.H. BOTTOM �m ---- (2) #144" F.H. S.S. S.M.S. L,'DD -a= FROM JAMSCE!TO BOTTOM RAIL%01 + (2) /14x2" F.H. S.S. S M S + (2) #14x2' FH S.S SM.S. FROM JAMB QE)TO ��M.S. E EB----=& 0 MID HEIGHT TO BRACE JAMB SLADE PDtETPATM__ T6 BLADE��OR FROM JAMB(E BLADE L3A —10"THUMBSCREW LOCATION— 'FUTCHED AT Ir rKwascmEw LOCATION-------------- SECTION MID HEIGHT TO BRACE JAMB SE ON R'-l' BOTYOM RAJL*, SECTION A_ CONT. SECTION 8- ELM Ccw/ INTERIOR WEB (2) 1144" F.H. SCALE:3/8'- I" -OA OR (2) #14x2" F.H. iNTERIOR WEB 'rls. S.M.S. 0 S.S. S.M.S. W/ CONCRETE HOLLOW BLOCK NOTCHED AT- WEB NOTCHED AT 2" . 4"WOOD EOUIRFD 0 CORNER (Typ.) BOTTOM RAIL'j'� FROM JAMB Of LwT-/ED AT—, /;;N (a"TVIP) —STUDS REQUIRED �OTTOM RAIL L TO BOTTOM RAIL BOTTOM RAIL Z_l TO BOTTOM 0 CORNER (Typ.) 7 ED FROM JAMB LL D SLAM IP-EE NEMTw BLADE SLOT 1 0 SLOT ---- —------ ---- --------- L------------- 71 H-1 44 ------------ ---------------- 20 S.S­ --------- ---- 1/4*0- xl LONG -1/4"0-20 S.S. THUMBSCRIDW. ALUMINUM x POP RNIETS. C I'LONG -.1m ONWT THUMBSCREW. 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WEB It V NOr(]Ep p( I l '}._„i, TOP RNL:C 't,;� y ,� 1Op TONED IT,tFIAIL c.io c ( j �I 1� �� OR (SEE SHEET 7 LAC OR (Trp7 006,010 i ' t - • (2)/1a42'fM.S5.S.M. _ ;-FfJ a No Hi�H To ywre 1 z fl HNa fFMrosse�EsY: oN� o I IY� FROM �c•� i �) ,�111� t '. ��j ' � JAMB OR OR t(DMT FOR SLATE UMTs) OR .253'MA111 cw- �a 1'1 I�---�F�c.,,c t i'I, 1t{ �p INTEaoR WS 1 `1t (QLI Y.-WAIL MRS) I t ` 1/4••20 BOLT W/MUT AT 1 1 <2)s/Is••Ae,�w.,. `�.��.•, (Np-7 OM PAL POP POP RhETS 1/4•0-20 BOLT W/MUT ,:.T�^ve..'-'. t♦EL TNmR:OR WEB ibTCHM AT w Rol`O 11 G t�I 1 G a� _. BorroY wnfo, r � ` a 6000 !/t6i J OF O Q PLATE (4) 1 O ILM JUIN �\ \ REO•D ALUMINUM - LOFATON `b.EACH JAMB , ' POP RB FmRONr -- �•\ J I LDdTIDN e. - y 1/4•0_20 TNI•AF 9L7+fl• y ' \ _1/4i-201NLlMB SCRLM 2 11442'FH. P 1/� SYS.r, LJ C-I FROM UVB.[ �'. 1/4'•-2o BOL W/vnNW:Ur r0 BOTTOM RAIL rS ` ..1/a'0-20 BOLT R/WNONUT (2)1144'F H-� Cme. 1 55.SY.S ,.(3)1/41 TAPCUNS pt(3)1/air I 7/16' , FTNB JAMB(^ . - . -PAIRIAMTE INSERTS t0 ST1D(NDw1D1H OF ` ) (3)1/4Y TAPCDNS OR(J)t/4'I.1 7/06' i0 eoTrdJ RIR,LQ: 1 60CD SNO B�� �� _. STUD,3'MN.NOYPML) -�... -PANEI.MATE INSERTS To STUD(MIDOMH OF 24'0.C.MAIL "000 SND O�� WOOD SND• SND.2'MIN.K3u!NK) REq/"O SECTION C — C 24�D.EE,MAX, 24o.E.MAIL SECTION D — D REQUIRED ALTERNATE SECTION D'—D' (WAIL MOUNT; (WALL MOUNT) d )N.IIIIIgii"w` (WALL MOUNT) HURRICANE POSITION NON HURRICANE POSITION 7111 1� EA,l4.•l/� ^_ NON HURRICANE POSITION SONL:3/B• t' SCALE 3/8•- I• ATFS`v ••...EN••• /� SCAIEr 3/8'. ,• VIC FLORIDA BUILDING CODE (Non High Velocity Hurr;corte Zone) f• ? ®2017 nLT CO,INC. CONNECTION TO WOAD W/ EXTERIOR 0 44 ASSA / BERTHA H.V. &1HAMA SHUTTER Lc. LOCKING ROD 'H FIXATION * '� AWN BT �O FFEc AMERICAN SHUTTER SYSTEMS ASSOC.. INC. 07/28/17 FT q 4T4 TILIIT TESTING k ENGINEERING COMPANY 4388 WE5IROM)S ORNf. Q� : WEST PAW BEACH.FLOROA 33407 �n�trT e- a p1•aNN-Ir.N v PH:(B00)452-22N4 FAIT:(561)209-B3B0 17-109 F6 �� rtaa'.T:n.coead.ean ..T' EB-0006]19 M1uruRl rR DRAwNc NP 4rAA WINTERA TILLO.N.,P E Iao• FLORA Lc.114th] �' SNF[T 5 OF ] --- -— ---- - WOOD HEADER WOOD HEADER -' ' �-REQUIRED �.....RFOUeRED HEMMED TEDD HEADER • __1/4.0 TAPCONS t/4'e TAPCONS ,_ (SEE SCHEDULE SHEET 7) (SEE SCHEDULE SHEET 7) 1/4-0 IAPCONS (SLE SCHEDULE SHEET 7) OP OP -1 M)C-L ` -1 ly 1[er. )Cent. 5 ^ s .s .NSs F.H. _.. ALWWIM L 1 I sus. 111 ' , T TOT FROM JAMB�f�/- 1 ss s.us. 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O �✓'' Lt TILUT TESTING A ENGINEERING COMPANY 4166 W'ESTROADS DRNE SCALE:7/8'_ I' LOCKING ROD I FIXATION 0 !p. Q? • 14H W w O nvn eN�py.NueW>•» WEST PAO BEACH.noR DA 77407 Ss'•••• •• 6 • H....Es4ln,-,M4 ti UT4)plPH:(600)472-2204 rAz:(561)209-6.550 17-109 roNnt�a , tRLA- R — Ea-0006719 wUWNO No ,... AiLIEIR A.TUJT Jr.,P. '..DA Lit./44117 CONCRETE ON CONCRETE BLOCK HEADER REQUIRED 1/4'.TKDLINS_� / ` (SEE SCCMfDLRE '� / ` 1/1•.IlJ'CQN3 / IYSC�U]) / IXi SNFET] (SEE SCHEDULE /• ` /•.' ) ...DOOM. ) -{N1Can1. O1.SNELT]) OCont. (4)3/te'. ...�..114.2'F.N. /14.2'F.M. ALu/j^•/// .SPO'Rlwjs j SF Ste. JAME1:1,m.s / FROM S.Y.S. SACK r FRONT FROM,uw9(€- / to TOP Iwl�c To ITJV RA,ETCL .F �A1jT E.MRRIpt WEB --;E;MFRg4 WEB TROTONDO OP RAR(01 / \N70�TCRAILN (C iTFO�K�HED`AT LONCREfE.OR .--t/p�) / �.. y/:pv�) Min.$LPAMTIVN C(RICRFOR!YOLK `� ® CpY,RE1E OR / / `.J OR t0 GWS /n.o CONCRETE atocx 1 Ntcuw[Q `(svw�E scHFOJIE l 1 A � ® WAII REGIARCO 3`•• ) � MID.) 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ORAMNQ Na EB-0006119 An WALTER A.TILLJf Jr.,R L 0.E 1f.Y M/1 SHEET 6 QF l FTORIDA L1c. 4416] - CONDOM 04 HEADER OUIREo&AC1f ;S�SCAPCONS -- 1/Pr TAM" / t/4Y TAPCONS—� (SQ WIMAL / (SEE SCNFOULIE snEn li l 103 SHEET 91EET°) I...Econe SHEET 7) , w C % ©- (4)3/16•r /14x2•L.H. F.H. / AWMRILIY � S.S.5.4.5. POP RIVS FROM FAib Q,. BAC.a FROM (O TOP SALVO / FROMJAMB I-1 10 TOP RAIL C i TIOwtN E T~WEB ` - E)NTEMOR WEB Tl0 70P RAi C?• ! ED W TC . TOP RN,D / � TOP RAA t; / 1 I J CONCRETE ae ••`.. -'(&OR ® CONCRETE OR / `+4 ` •• -� SEPARATION V i wou�a� CONCRETE ULOCK A OR —(sEcOxNmnE. ea_ A oa ® ` (TP) W.LL Ew,REc 77��- (M'.) SHEET]) p,�) ••, `� CLASS -- (2)/14x2'�-S.S S.MA. F1t10Y�lAMO TO BLADE L'OR t� / - —L--- _.._._ .__.. O GED HEICF17 TO BRACE JAMB i' _ -. ( /1 S.S. $ P 2) 4x2 F S. S.M ( ROM—lFj TO BLADE U;OR,Ai k a OR O WO HEIWIT TO BRACE 7A4B ''. OR A / -1(My FOR sAxE uwrn ,Id- OR A m . NIIDTCICC NEB (1)3/� _� ^ •y, (�•/P,) FO1/4••- BOLT w/FRFI AT �• . !• (,A, R waTWE INR$) / - BOTTOI RAIL D. { �'• I/•'+-m aDLT■/NUf-. q'r`-�. NmeaR weB ='� X'OTCHED AT / •' �.•�. CO. AT I � f1W • EIfB ) J' bOTTO4 IWL� BOTTOM 01L 0 �4)1/16•. / V J •EACH J O�• , / \ © \� ' .250'LNx.GAP -.UM LOCATION ) QO EACH E7S d416 FOP RN \\` r- LoDum J. RACK M FROM // }j� n/4•r-2o THUMB SCREW ) C"L / •,�' t/A'0-20 7NL4!SCREW �2i st-1MWSB`�H J / , O' I ` fl C� Cft I '`-t/4•r-m BOLT W/WMGNUT TO BOTTOM RNL1� •i / t -t/4'.-m BOLT W/WNIOM/f (2)I14x2•rm.J� CONCRETE OR •T /i S.S.S.M.S. CONCRETE OLOCI( 2)114•r TAPCONS OR FROM JAMB CES REO'.MIED / L (2)1/4'a]/e'ALL PONT SOt61-SET OR �._, 2)1/4'r tAPCONS DR TO BOTTOM L'�E (1)T/1'rxt 7/16•PA ELUATE INSERTS (2)I/4 j7la-ALL PORK SOLID-SET OR (2)1/4'rxl 7/16'PANELMAIE INSERTS SECTION D — D (WALL MOUNT) I�F,F1 A. ALTERNATE SECTION D'—D' NON HURRICANE POSITION ••'•• ••'• '•�� (WALL MOUNT) SECTION C — C '4 CEN NON HURRICANE POSITION SCALE:3/8•- I• LL SF' i SCALE:3/8'- t• (WA(L MOUNT) N0.44187 FLORIDA BUILDING CODE (Non Nigh Velocity HUFTicone Zone) HURRICANE POSITION _ SCALE: 7/8'- 1- * * ®101]WE=NC. Lc * ASSN / BERTHA H.V. BAHAMA SHUTTER DRAWN eT CONNECTION TO CONCRETE OR CONCRETE BLOCK 01/2e/•7 ILwe. AMERICAN SHUTTER SYSTEMS ASSOC., INC. DATE W/ INTERIOR LOCKING ROD H' FIXATION rAj ��a�',tL'� TILU7 TESTMG t ENGINEERING COMPANY 4168 WES ROADS OHM LL WEST PALM REACH,FLORIDA 33407 u,6 x.�:::fra4)nl-iW. pc'�11M,)•i-N'i4 PH:(600)431-2104 FAX'.(561)209-63e0 17-109 •-m W:li4cNeq.cern 06AWIN0 M EB-DOW 19 WALTER A.TaIR SH(ET W Of] FLORIDA lIC, uie7 SCHEDULE# 1 MAXIMUM SHUTTER SPAN"L"(in),MAXIMUM SHUTTER WIDTH"VV"(in)FOR SINGLE(CASE 1)& MULTIPLE(CASES 11&111)UNITS FOR A CORRESPONDING A.S.D. DESIGN PRESSURE RATING FOR INSTALLATIONS INTO POURED CONCRETE CONCRETE BLOCK OR WOOD SUBSTRATES SINGLE UNITS ELEVATION M TIPL UNITS_ELEVATIONS B .QMEJ : WALL MOUNT B CASE II : WALL MOUNT CASE I' . WALL MOUNT BAHAMA SHUTTER ELEVATIONS 11--W—h—w---I I--w-1 w--1 W �.--yy--� (- DOUBLE UNR'S--y 1----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.) 1 +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 HINGESn FOR SINGLE(CASE 1)&MULTIPLE(CASES 11&111)UNITS FOR A CORRESPONDING A.S.D.DESIGN PRESSURE RATING&SUBSTRATE TYPE MAXIMUM A.S.D. SUBSTRATE >EJII�P���C SF/r 'a CASE DESIGN PRESSURE POURED CONCRETE '* NO.44167 RATING WOOD OR ' WSJ.) SOUTHERN PINE No.2 CONCRETE BLOCK =9'•. ...... +45.0 —55.0 12" 7 1/2" sS NgIE '' it & III +45.0 —50.0 7 1/2" 7 1/2" FLORIDA BUILDING CODE (Mon High Velocity Hurricane Zone) ®2017 DITECO,INC ASSA / BERTHA H.V. BAHAMA SHUTTERLc' DRAWN m AMERICAN SHUTTER SYSTEMS ASSOC., INC. 070, 11 UE C O iNe. 11 TILIR TESTNa}ENWNEERING Cpl►ANY 4255 WESTROADS DRIVE u>n•�wn�::tom. �rOJw fllNOlff N ]JAM WEST PAIN BEACH.RORIDA 5.1107 4JOJM PN.(500)432-2204 FAx:(551)209-8380 17-109 • 'L tiNcWRe.cow, OMWING NO ES-0005719 WALTER A TILLR Jr,P E. 51R 13-ar I/la/. 5 � % l RDRION I:c. 4J18%