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HomeMy WebLinkAboutProduct approve - Bahama m Business & Professional Regulation ®r SCIS Home I lap In I User Registration 1, Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search Pr d • Product Approval USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail ■ FL# FL8523-R6 Application Type Revision Code version FILE COPY 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 12/31/2018 Validated By John Henry Kampmann Jr. D Validation Checklist-Hardcopy Received Certificate of Independence FL8523 R6 COI 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 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 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 Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.coovrioht 2007-2013 State of Florida.::Privacy Statement::Accessibility 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 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,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails 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 click here. Product Approval Accepts: Credit Card Safe GENEeetNOTES: 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 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 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 k 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 241 1.3.3.4. EXPOSED SURFACE OF THE BAHAMA FRAME UD OR�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. (o) 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"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 (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. BUILDEX, INC. LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. — 1/4"0x3/4" ALL POINTS SOLID—SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT do SPECIALTY COMPANY. �)'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. ! P� T,"-PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. P� ,.•' "'••. / �w B.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4" OR : 44 THIS DRAWING SHALL ONLY BE USED TO? 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 * / 4� ,t FLORIDA BUILDING CODE (Nor) High Velocity Hurricane Zone) CONCRETE SHALL BE 7/8" OR INTO CONCRETE HOLLOW BLOCK SHALL BE ENTIRELY * 7+; 02017"`TECO'NC. p: ASSA / BERTHA H.V. BAHAMA SHUTTER L.C. EMBEDDED. 9 STATE OF ,�• ` DRAWN er NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 S.S. MACHINE SCREW USED SI •bf��RlDa• '� , NIL E AMERICAN SHUTTER SYSTEMS ASSOC., INC. 0728/17 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO. S \a�, U6e R SYS Drove AL FNS' DAn TIL4T TESTING t EN NEERING COMPANY �,IN TNIppW,0ypl y.y WEST PAW BEACH.8011"13407 ..":<mnl-AW e.rxAm-1v. PH.(IAG1432-22w 1"..(561)209-83110 17-109 .,... .-moil:lilbcoeod eom DRAWING R. EN-(1006719 WALTER A ilLLlf.;r.,P.E. m 1s-ate FLpi'OA Lic. .A 18) SHEET I OF 7 .302' I^n N o O R.033" n ,�t• Q 1Y T_ .078" 83.50 '.910- .910-1 .213' I 07� t .281- T'� ' 1 �? `G, n a 71 2.330'-------- 1 �, e .045" (*030) o ,.108- �R t25•o �� �' p� - 8 ° L 13•rY _ "> .397E N -'.071" s� 0-Y2 ^J_ R.415 a n -.187- II I r� - 2.557 - RJOJ IT --1.625---J I--1.700" OP. R-O55" ? n • n' t 1 ,TJ' 2.000- 1+-2.125- (t.020)� i�tg e o - -z.97z' + I I 324• o p 1 OA LOUVER Al HIGH VISIBILITY 1/4" B.O. FEMALE HINGE I�_18zo.--- 1.820" BLAQF LOUVER BLADE 6063-T6 Alum. ALLOY 6063-- 6 Almon. © TOP RAILZMALE HINGE @ BOTTOM RAIL n 2.000•---; 45VIEW Y Mpg i 50" r-1.250'-� r-1.2150'_'1 2.330- �p l EQ.-EQ.. - -_ __14•_ 1/4"� -1.2 HOLES�� N 1- o "1 1 I - 4.000• Min.- 9 n o t r! .093- 125" of 9/16'o a o (TYP.1- i Min.-' �' ----5 S. THUMBSCREW GOR t30' �- 1 HOLE 3/8'0-16:1" LONG n I , p p ACETAL THUMBSCREW. c 9/1Min. 9/16-e 4 H) LOCKING ROD AT EXTERIOR FIXATION HOLE Min. HOLE CHANNEFO PRE-PUNCHED h © L g 12- - - (2) 1/4"0- I(3) 1/4"0 10" Min. CENTER MULLION HOLES HOLES 1.997------- H $ �n 1/4"o-2021" LONG t30' VIEW X BLOCK WO __S.S. THUMBSCREW OR 3/8.0-16x1' LONG VIEWS Z ACETAL THUMBSCREW. 085"-- N OH LOCKING ROD AT INTERIOR FIXATION s 1 - o Inco ^ c 1, r-- 9. rI ,, �P i1 Tl/,��21 z IJ .875" SERRATED TUBEJO1" SERRATED TUBE T _ _940• 1j_ __1.750•- - N0.44167 IFLOP,IDA BUILDING CODE (Non High Velocity Hurricane Zone) INSIDE ARM OUTSIDE ARM ;* * ©Z°"1iLTEc°. "` ASSA / BERTHA H.V. BAHAMA SHUTTER c,,;; KO LAMEL BACK HINGE my ' 1 L ECO D7/28/17 COMPONENTS .o^ i N c AMERICAN SHUTTER SYSTEMS ASSOC., INC. DATE •• .( �• 1, TILLIT TESTING k ENGINEERING COMPANY 4288 WES-ROADS DRIVE y Rale n" WEST (eDD)a7]-PA!w 22DAiAx BGCNROR(561RN)273407 : °9-8380 17-109 i� -moa.l,necoeael.can DRAWING Ne •••• ED-ocas719 NALTER A.11LLR N.,P.E. IID 1FQA 1/]171 TLOR.DA f .L 41167 SHEET 2 OF 7 A OR Ai C'(CONT.) r C 5.6 ;B (cow.) (ca+r.) A OR 1 '� (CONT.INV.) ® / '�/sE6 �, C/5.6 8 (CONT.) ®D/5.6 mNF.n r.) S.S.!14x2' F.H. 0 0 0 D,/5,8 S.S./14x2' F.H. • o - D'/5,6 S.SS.M.S. S.SS.M.S: - FROM JAMB —� FROM JAMB TO TOP RNC' - _ —� `•(2) /14x2"F.H. TO TOP RNL�C T ,1 ~ 5.$. S.M.S. + (2) 114x2"f.H. t- 4 FROM JAMB I y S.S. S.M.S. FROM JAMB It. 170 TOP RAL' 1T TO TOP RNL r T r 'r t 2 1/8" Min. 2 1/8" Min. I 2 1/8" Min. L J i _ ll I 2 1/8" Min. n BLADE BLADE BLADE T T PENETRATION r _ PENETRATION PENETRATION r T t BLADE W y PENETRATION S E)1n r T h- ~ + 1 111 #14x2" w (2) /14x2" 1 1 � J F.M. S.S. S.hk L I S.S. S. 5. u N FROM LAMB, ` I T JAMB X70 N (2) /14x2" r ?H.S�SM25.M.S. W BLADE ACR, t + -,i, O MID NE R .. F.H. S.S. S.y'S. O MID HEIGH (`. FROM JAMB Ei TO v TO BRACE JAMB - "1 J FROM JBLADE�A)MB -J BLADEy L_ _ _ J TO BRACE JAMB ' O MID TIE L I O MID HEIGHT TO BRACE JAMB r -I TO BRACE JAMB ---- 7 z r - ----- - - if B/4 N SIMILAR L 1 -- J B/4 f 7 r T t r - (z) 114x2'F.M. A/4 r A/ 2)114.2'F.H. S.S. S.M.S. _ - •s e• ~ S. 14.2 i B/4 L J B/4 TO BOTTOM FROM E __-______ , _________ TO BOT OMB YL SIMILAR RAIL.13 • ® I_ ® y H' 1• D(CONT.) �,� r ,--(2) /14x2'F.H G •--"W" (SEE SCHEDULE SHEET 7)�'W" (SEE SCHEDULE, SHEET 7) W" (SEE SCHEDULE, SHEET 7) (2) #14x2" F.M. r S.S.S.M.S. _ FROMS.JM.SS. E - - FROM•1ALB i --- 120" Max. WIDTH D 5,6 --------- --------- TO wrroM / "LB�noM H I� t� G C/5,6 WOOD SUBSTRATE I- "W" (SEE SCHEDULE. SHEET 7)— _ C/5.6 D/5'6 6'/4 i r i - B/4 / D'/5,6SIMILAR wom SUBSTRATE (2) 014x2'F.N. a- + ® -. — -- VF SS S ms, r A/4 A/ A/ (z) #14x2" F H. ---- FROM JAMBFROM JAMB f- E_ TO BOTTOM e. • S.S. S.M.S. E'/4 B'/4 ------- siMu RAIL l2" •' •" ^ --------- TO BOTTOM AIL:U ® ® ^/ H ! ! D;(CONT.) i�H. G SS.# F.H. r(2) !14x2'F.M. U•�--"W" (SEE SCHEDULE SHEET 7)—L"W" (SEE SCHEDULE, SHEET 7) "W" (SEE SCHEDULE, SHEET 7) .. FROM S.M.S..M.S. ��• J S.S. S.M.S. _ .�*FZII M JTOM'R -120" Max. WIDTHTO BOTTOM --------- ----- BOTTOM RaL D .�aiiiC/5,6 D/5,6 • �, �H; CONCRETE OR CONCRETE BLOCK SUBC7R�G SER A. T/�/ D'/5,6 G 1.--- W" (SEE SCHEDULE, SHErT 7)--- MULTIPLE UNITS: CASES II & III C/5,6 D/5,6FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) D'/s,s � N0.44167 ` CONCRETE OR CONCRETE BLOCK OR CONCRETE BLOCK SUBS��TE *° * * 02017 TR1ECo.INC. ASSA / BERTHA H.V. BAHAMA SHUTTER n SINGLE UNITS: CASE I �, I L ECO 1Nc. AMERICAN SHUTTER SYSTEMS ASSOC., INC. 07wn17 ELEVATIONS FOR INSTALLATIONS WITH ' �e�`�,1TILUT TESTWO t ENGINEERING COMPANY 4288,1ESTROADS DRNE EXTERIOR LOCKING ROD H FIXATION �'z° Nc' x;. Lm:'_�e .e '"�•• «�=N2204 TAX (58)4090J8D 17-109 oNAL E -11K�.ee eem _ EB-0008]19 DRAWING Ne 't,A TILL.Jr.,4P.7 E. Od..-a nV� FLOW.Lie. 14SIKEi S OF ] �)aR Al n(caNr.) C/.%GA coNr.) �D/5A.6A G(CONT-) 'C/5A.6A X166 R.i g)(oow-) �D/5A,6A j(COw_TIP) �Nr.TtP.) D'/5A,6A ((2) #14x2" F.N. v 0 ° D'/ '� 55. S.M.S! F.H. - _ c $.5. S.M.S. i FROM JAMB \ ' FROM JAMB 1L1 TO TOP RAIL'C' _ TO TOP R*&_c)` (2) /I4x2" F.H. - `(2) /14x2"F.H. r S.S. S.M.S. - 1 S.S. S.M.S. {._ FROM JAMB - FROM JAMB'k L il I TO TOP RAIL 1 I TO TOP RAIL CI L _ 2 1/8" Min. I 2 1/8" Min. -- 11 T 2 1/8" Min. 2 1/8" Min. BLADE BLADE T T BLADE I-i BLADEPENETRATION y PENETRATION PENETRATION _ * - { 7 PENETRATION F - i -1M J E E C _ T + ; E . Q r _ 1 W (2)#14x2' T .K tSS&io ` J = F.H.SS Sy,S 7FROM jI -i v FRDN JM,6'E'TO _ -- t -j AJAM� 10 w (2)/14x2" 2) QIjk t14xY N BiADE'A`OR IA-} _ + -1 O MO HDCHI H SS SMAS w O MD HDGHf _ y 1 -4 ro B7A.l J" I F.H. ��ro J FROM WB ro v TO 9YfE,W.6 _ _ T J BUOE r70R�i L _ OMD ff](]rt�y - T � a OMD HDGM I - - + rA TO MALE JAMB i ro BRALE JAMB _ - 4 a B/4A y _ B/4A J to SIMILAR _- 1 ® - T • (2) /+4x2'F.H. -1 (2) 114x2' _ -- • 1 1 5.5. S.Y.S. A r--- TO - L FROM BOTTOM RAIL DY 1 SIMILAR L J B�� w�ILB�o,TOM I H, �.(coNT.) H (G r rtz)#14xz•FA G L-'W' (SEE SCHEDULE SHEET 7)-�-1N' (SEE SCHEDULE, SHEET 7)+T—Yv (SEE SCHEDULE, SHEET 7) (2) /14x2"F.H �- S.S.S.M.S. _ --- --120" Max. WIDTH---- A 6 S.S. skcs.-� _ _ __ ___ FROM JAMS _—_ D/SryVn MOM JAMB E ---- --- TO BOTTOM_nIL gl C/5A.� WOOD SUBSTRATE D'/5A,6A mL�o�T�om HtG- j� "W- (SEE SCHEDULE, SHEET 7) -- _ -- - B' 4A D/5A,6A 8'/4A - - -i SIWLkR C/5A.6A >D'/5A,6A O( s _ - + -_ -e WOOD SUBSTRATE SZS.tSY.S / -� A/'�� -A/ -A/ J 2° 4x2" F H __ - -- FROY JAMB(� __— ___ •I• .i• ___ ____ PROIAS JAIJI C B'/4A To IoM . to Bonc c B'/4A - - - - SuLA H Lp(Corn.; H- a O � TG) G w" (SEE SCHEDULE SHEET 7) -I W (SEE SCHEDULE, SHEET 7)-*W" (SEE SCHEDULE, SHEET 7) (2) 114,2' F.H. _ - (2) /14.2•F.H. TO BOTTOM • IffS.S. S.M.S. _ 120" Max. WIDTH FROM JAMB E •__ _____ ___� i.--- -_--- FROM JAMB a D/5A,6A - ° To eonoM rsAa:q C/SA,6A � � -- , - M„ufxAx��..� CONCRETE OR CONCRETE BLOCK SUBSTRATE D'/5A,6A H c p� �H G- EP A. 7 /-. MULTIPLE UNITS: CASES II & III G ---'W” (SEE SCHEDULE, SHEET 7)------------- �`�1� — � �'�� C/5A,6A D/5A,6A ��` V SF'•, FLORIDA BUILDING CODE (Non Nigh Velocity Nurricone Zone) N0.441 D' SA,6A �7 2 ©�°t7 m7cc°.INC. ASSA / 8ERTNA N.V. BAHAMA SHUTTER K CONCRETE OR CONCRETE BLOCK 5UBSTR.ATE / : # SINGLE UNITS: CASE I '$': IL EC O INC AMERICAN SHUTTER SYSTEMS ASSOC.. INC. 07/26/" ELEVATIONS FOR INSTALLATIONS WITH '' !,�'{,� ,,' TIw7 TE l ENGINEERING COMPANY 426!MEACH.FL DRIVE stn " Y G' >,. n +m PUH XI4 H. (561 20907 17-109 s1 tmli>,-u° �' °•u v PN:(e00)IJ4-1201 TAX:(S6t)209-60eb INTERIOR LOCKING ROD H FIXATION /QNALEN6 ,, •T EB-00067'9 ...�., MAL7FR 4 TWT N.,P.E m,.•� SHEET 3A OF 7 N.T.S. RCs1DA lic. N167 CONCRETE HOLLOW BLOCK__ REQUIRED O CORNER (Typ.) / STUDS REOUIRFC ® CORNFR (Typ.j _\ 3" FOR TAPCONS (2) 1/4.0 TAPCONS OR '13 1/2" FOR EODUD -Sl - _ / Y''Min. E.D. (2) 1/4"00/4'ALL POINTS / SOLID-SET OR (2) 1/4.0 PANEL MATE INSERT / W INTERIOR wEB ♦ OR / �. / 1 ~ ® )W/ INTERIOR WEB NOTCHED AT (<) 3/16"¢ (BL TYP.) NOTCHED AT _ BOTTOM RAIL ALUMINUM BOTTOM RAIL''E' POP RIVETS // //�• / 5/16"x2" SLOT ��TJ BACK & FRONT-- �t,��] 5/16-x2'SLOT r----- I — —— -___-' - -- - --_ — --- ---- (3) 1/4"o TAPCONS OR _ _ _____i — R ', ——1 3) 11/4-ox 1 7/26' PANELMAIE c_ __________ _ _—_________—___ ____________ ________----____ �-samwamm - ,.------------ --- -'--- -----^--- ---- ------ _------- - __-- — --- RTS TO WOOD -- Tnlw -------- --------------- (2) /14x2 FH. S.S. S.M.S. •�'•�/ �--- -- ----- ---------- ✓ FROM JAMB )TO BOTTOM RAIL I _ -- _.r_ ___—_ ___ _ _ --- ------__—_ ___—__ _____.J (2)M 14x2" FH.OS.S. S.M.S. ,. + (2) /14x2 F.H. S.S. S M.S. E I---2 1/4'ROr (V W/ WEB —Q ------- --- I 2 Ve'Mln. E FRO JAMB CTO BOTTOM RAIL1D1 + (2) /14x2' F.M. S.S. S.M.S. _ FROM JAMB( TO BLADE�1 OR I&j � LOCA"OM � NOTCHED AT D ^6uDE PENETRAnoN^ FROM JAMB(�1 TO BLADE A'OR" O MID HEIGHT TO BRACE JAMB _4' THUMBSCREW LOCATION BOTTOM RAIL�$ L1•THuu85CIEw LouTgn �. '�' SECTION B'—B' SECTION A-A CONT. O MIO HEIGHT TO BRACE JAMB PLA[ SECTION B—B .r W/ INTERIOR WEB (2) 14x2" F.H. OQlIC 3/0'_ I' 07 ® (2) 14x2" F.H. FROM ;E (l W (P E M.) .t / _2" x a wooD CONCRETE HOLLOW BLOCK NOTCHED AT—� / WEB S.S. $.M.S. —1 W INTERIOR WEB REQUIRED 0 CORNER (Typ.) BOTTOM RAIL(E NOTCHED AT--. FROM JAMB E NOTCHED AT STUDS REQUIRED TO BOTTOM RAIL'..D' BOTTOM RAIL® ,( TO BOTTOM AIL& BOTTOM RAIL(6j ST - -— -- ` CORNER (yPJ E I 2 1/e•u,". I i i I � z T/e'Ma. .O ' I ' I L BlAOE PENEIRATxN1 I --- --------------- ---_ =___=_______ +, --- - --- --------------------- ---- ------ - --- -------- (+.) 625'.625' G - �8 x, ----- -- -- ----------------- ---- ----`--------- -- �__---- ---- -- -- ---------------� ----- - 1/4'0-20 S.S. 5/76x2' � -- - -- - "—`--- -- '-5/16'x2" i/4"0-20 S S .SLOT --------- --------------- x LONG LONG SLOT (4) 3/16-0 -- /w1 - ---u g THUMBSCREW I. ALUMINUM x1" LONG ^ POP RNETS - CONL� _. �; THUMBSCREW. . THUMBSCREWI BACK & FRONT -. LOCA —�. - - - - .-__2 OC ROT.. ATION 1--'(2) 1/4.0 TAPCONS OR I - (3) 1/4'0 TAPCONS OR---,'- (2) 1/4-0x3/4"�L POINTS (3) 1/4'0 x 1 7/16' SOLID-SET OR ,IN�I'�rtiiiy 1 _ PANELMATE INSERTS TO W00D �^ (Z) 1/4'¢ PANEL MATE INSERT 1/4 `G�— �PP`M ams_ l — "\cEN �9= ELEVATION/1\ FLORIDA BUILDING CODE (Non Nigh Velocity Nurricone Zone) No. 4SCALE,3/B' `4167 ? ©n' ` 4 ASSA BERTHA H.V. BANANA SHUTTER L.C. DAWN v L ECO '7/'28/17 INe AMERICAN SHUTTER SYSTEMS ASSOC., INC. DATE ,� TILLIT TESTING t ENGINEERING COMPANY 1268 HESTNOADS DINE [[ Y V� Iltt ' H,.'-:I'Ai.7,vo°Ai°"_M,,'li'�'U•.� PH:(!00)42204 FA:FLORIDA)70uG-76380 17-109 NAL EH";•�'� .— l:till«''aol.com DRAWING N. mo EB-00067!9 ' WAITER h 1 E. rR OA Lica ♦{167 SHEET 1 OF 7 CONCRETE HOLLOW BLOCK— REWIRED O CORNER (Typ.) \ `•; 2" z 4' WOOD__ / STUDS REQUIRED ' 6 CORNER (Ty..) 3" FOR TAPCONS / t —13 1/2" FOR+r SOLID-SE1'.. 2" n. E.D (2) 1/4" TAPCONS OR Min. E.D. (2) 1/4"ox3/4"ALL POINT$ SOI( IOR 11/1 0 PANEL MATE INSERT i �• �W/INTERIOR WEBOR j NOTCHED AT (4) 3/16"a 1(BUtOE TYP.) 'O W/ INTERIOR WEB \ ' BOTTOM RAIL ALUMINUM NOTCHED AT l BOTTOM RAIL:'G — POP RNETS BACK k I 1 S/16"x2" SLOT --{N 1 11 ��\ SLOT—, f----- ----- -- — --- — - == -- --- ----- -- _ (3) 1/4"0 TAPCONS OR 1----� 3 ELUTE INSERTS TO © i _ --------- -------- ---------- �----- -- _- ------ F WOOD 1 1 `PAN AAAA_______ _—__—___ ____________ _—____—__ ________ --------- (2) #14x2" .H. S.S. S.M.S. - L----_ I FROM JAMB TO BOTTOM RAll1� ( __--=_- ---_---- FROM AMS F TOSBOTTOMSRAIL ------ ------ _ _ _' ) 4 + 2 14x2 F.H. S.S. M.S. O J , FROM JB TO BLADE A OR 1A ®W/WEB Q �'.-1���� _ 2'/e' �� + (2) #14x1- F.H. S.S. S.M.S. O MID HEIGHTTO BRACE JAMB 10' THUMBSCREW LOCATION NOTCHED AT ) U _ e �" � FROM JAMB E TO BLADE�J OR SECTION B'—B' BOTTOM RAIL& SECTION A—A CONT. Ir rrwuBscREw LOCATION O MID HEIGHT TO BRACE JAMB PLAN SECTION B—B (2) #14x2" F.H. SCALE s;e' i' ® _.,I;W/ INTERIOR WEB W/ INTERIOR WEB I—S.S. S.M.S. A aR (2) #14x2" F.H. CONCRETE HOLLOW BLOCK NOTCHED AT -- '�:'W/ WEBS.S. S.M.S. E FROM JAMB It NOTCHED AT '(BLADE ') FROM JAMB EJ NOTCHED AT 2" x 4"W000 REQUIRED O CORNER (TypJ C BOTTOM RAIL D TO BOTTOM ZJL C BOTTOIJ RNL(6` F TO BOTTOM RAIL\ ;BOTTOM RAIL D, 5".625" STUDS REQUIRED G I !t '1 _ y O CORNER (TYP•) x 1/r r. S/18"x2' iii �� 2 lye' I: G. SLOT I SLOT• etAGE MNVRXna _-- 1 L------ ----------- =-__ - y---- -- --- - ---- ---- - G -- -_-- - -------------- --- t-, I I 8 ; --- ------------- ---- --- ------ ------- —' --- cli ------- --- - -------------- --------- -_ ---- ---- ---- - - - - --------- . ------------ --------- ---- I _ 1/4"0-26 S.S_.. _ x1" LONG OJ (4AL3U INUM I G :,'�... THUMBSCREW. POP ..1 i - ...xtTHUMBSCREW.MLONGBSCREW. ----—a'sLor LLOCATIONN— -- .. _BACK do FRONT COWL i {f r s or LouTxw —(2) 1/4"0 TAPCONS OR (3) 1/410 TAPCONS OR i (2) 1/4"0x3/4'All POINTS (3) 1/4"0 x 1 7/16"!aE/l�(Aiii�4 _ PANELMATE INSERTS TO WOOD SOLID-SET ORp - (2) 1/4"e PANEL MATE INSERT* :''�10EN •.4�•y}— FLORIDA BUILDING CODE (Non N'tgtl Velocity Hurricane Ione) NO,44167 N 1 0201711LTEOMINC. ASSA / BERTHA H.V. BANANA SHUTTERRtC SCALE. 3/8 - I" GAWH BY IL ECC INt. AMERICAN SHUTTER SYSTEMS ASSOC., INC. c7/oAr[,r 0� .A, TILT TESTNG ! ENGINEERING COMPANY WEST PAUL BEACH,FL RIGA 33407 �a� ��t1 ^��`cb+>:+I_ ,o"0'•=.i ori. P. I�G0)a37-2204 EAz.1561129-8350 17-109 moa:un.4ose.— NALt: 1/ 08r AHf DRAWING No I WALTERE8-0 A 006719 fLOR1pA lic. 4ai67 SHEET 4A R 7 WOOD EMF.IDER _ *DOD HEADER N REOUED �\ REO:xREO WOOD HEADER REQUIRED 1/4-0 TAPCONS 1/4•.TAPCONS '---+ (SEE SCHEDULE SHEET )) (SEE SCHEDULE SHEET)) I/4.(APCONS (SEE SCHEDULE SHEET)) IF 6 C E (4)3/16•. F.H. `( (4)3/,6 7 PDP ArvCrS ` Sf$ S.1EwSB S$.S.M.S. PACK k rTroNT �''{ TO TOP". � IROAI JAMB;F� TO TOP RAIL IC 1 E HNIEILUR WEB '' •{ C W/WEB N ibTd ED�T { 1 E;INTERgR WEB NOTCHED yLT 1� - TOP RAx IC ' ROICIIED I}T TOP RAIL Min.SEPARATION _ .-0 OR ® 1 � �/a�, ` ��� VOR -. (SEE SHES—CHET 7) OR E ® `�"�.�s{'��}. -') 1 (T-) SHFLT 1) (rn') Goss— ) 1� _ I t (2)#14,2-FH.s.s.$.M.. FROM JAMB;ETO BLAOE:AOR,jy '1 , 1 1` {I - $ S14xY O MID NEIGH TO BRACE JAMB JAMB(.ITO BLADEA OR OR _ _ HEIGHT TO BRACE 1WB ( ) { ' 1 OR L! ) 1 �(ONLT fOR SMXF U415) {1`1 ''� ' ` '1 1 . OR Iso•MAX.cw-. 1 1 Can(. 1 h 1 �"-/ '( !',EE NTERIOR WEB 1` (1)3 16'8 AF.m._. (ONLY FOR IAx WIE UNITS) 1 '1 { 1/1-.-10 BOLT W/NUTF • AOTCHED Ai 1 I PCP RAFTS � ) T BOTTOM RAIL D 1 1 { 1/4.0-70 BOLT W/NLR I •F A/NEM jj WIEPoOR W'FB NOTCHED AT •IbTCNEO AT BOTTOM"L CO, ( 'I © �I G �_ BOTroM (P yJ Y.4' yca ic PLATE (4)3/160 i 11, II' '', O J •EACH AMB REDID ALUM64UY LOCAl1aN _ POC RNER � (1�kll AMB . aICK k FRONT /_ , LOGTION+----- -- L7/4-o-10 THUMB SCREW Cont 1/••.-70 TIIUMB SCREW 1 1 - (1 014,7'F H.I 1 1' f Cl FROM JAMBk ♦• I D oa h10 BOLT W/FPNG-, TO BOTTOM QAIL'_E C4,N. -1/1.1-10 BOLI*/WINGNDT $1.$.S1M.$•F.H 1 (3)1/M TAPICOE6 OIL(3)1/4-o.1 7/16• '� 1� FROM JAMB" W000 srw W_ ►MEEAwre TNsars TO sruD(Mm,WDTH of _.`_ -'_.. (3 1/4`4 !EB To sTuo OY.M1nl)or• to BOTTOM .o 14.0.C.Mme_ 4000 STUD W_ SRU.Y MN."m IL) WOOD STUD o - SAO.Y MN.EUMNAL) READ REWIRED MAz REQUIRED W` ALTERNATE SECTION D#—D' SECTION C — C SECTION D — D (WALL MOUNT) (WALL h1GUNT) M•M FJI/I/A/Ai��� HURRICANE POSITION I'E (WALL MOUNT) NON HURRICANE POSITION ,I A. T!��� NON HURRICANE POSIRON •,... ....., �T $ULE.3/8'- , E .CEN SCALE� 3/B•- r 4 SCALE: 3/e'- I- 0.441 441 FLORIDA BUILDING CODE (Ilton High Velodty Hurricane Zone) CONNECTION TO WOOD W EXTERIOR *:: ' ®zoo MECO.INC, * ASSA / BERTHA H.V. BANANA SHUTTER dye ev LOCKING ROD H FIXATION •, AMERICAN SHUTTER SYSTEMS ASSOC., INC, D'art') A .•••a�F 41A T—I TESTING t ENGINEERING COMPANY 4768 WESTROADS DRNE V ••.... ` L1 1 sn R.fa>r WCIu ulxo.,rLpp y.w WEST PALM BEACH.FLORIDA 33407 s/�pAl E,ML elmW - (M6Wal-Iy PH:(800)437-7704 FAY (561)709-8380 1 7-109 mall:Iillecaooa.<Om ,,II EB-0006)19 Wass ..W OIMAMTNG No r,„ WALTER A.TALL+T Jr.,p.E n0 I4-ge FLORIDA L;c IT441- P�1 SHEET 5 O 7 ER WOOD HEADER /�\• �- REWIRCD WOOD HEADREOURED /'��- WOOD HEADE R 1/4'6 TAPCONS 1/4'6 TMOONS 'I (SEE SCHEDULE SHEET 7) SEE SCHEDULE SHEET 7) 1/41 TAPCONS (SEE SCHIEDULE SHEET 7) --(M 1 Co+t. '• a LCL I Cent s I � �Z _ - N)]/16'r i /Ls.2•F.H. ALUMINUM 1 V $.S.$.M.S. Tl /11.2•F.N POP RrvFTS + FROM JAMBQE 4` 4 FROM SJAM BM;x!FROM 1 TO TOP RAILC', I ''''' 10 TOP RAI CI I F;W/WEB 1 S RAERgR W® i INTERIOR WE6 \� TNOTCHED OP RAL 6T 1` ' 1 TOP RNL.C. 1' RAL.A Top C. 4n. GLASS 11011 i0 G1A51 (SEE I+ ( ) SCHEDULE (TVP.) I-�p I OR SHEET ]) L `l I �+�y . 1 �R� I� _ I Comm GLASS— —�, I V I I (2>/19x2•�H FROM JAMB TJ1 TO. BIJIDElOR 1 I O MID HEIGHT TO BRACE AMB + 1. (2)111x2• 5.5 S.MS. FROM JANE TO BLADE�AOR J� OR MID HEIGHT TO BRACE JAMB ��=. '�'' )OR 'I<oRLT FOR sNnE�) �© '.E INTERAH WEB J111 )V+ 2 IJ JJ )�O (arr FOR 4VUPLE UMTS) I IJ III.6-10 BOLT R/Ntrt �$ NDTCH.AT () POP M Q7 J. BOTTOM RAR D' ' ) ` 'F.w/WEd 1/4.6-20 BOLT*/NUT `'WERAR WEB NOTCHED AT /��J 1111 NOTCHED AT BO'TOM RUL D 1' 11 \` ` �` J _ BOTTOM FAIL p- '�' J 1 111{ 1 .250'MAIL GAP- I. ` • ® . IIt O \ 0-EACH 110 EACH JAMB `• • O y� (4)]/U. \ V t `I LOCATION IN \J� _µLW - t V•EACY JANE PCP "ETS I1 1 LOCATION �. rRCNT - ' .y /1 _ - 1/1Y-20 THUMB SCREW I C.R. I} \� 1/411-20 THJMB SCREW D 'I) O (2)/14x2•F.H. I1 (�� -��� {� +II S.S.S.M.S. \ V/ 3- �/ 1 1 r-20 IICLT w/WINGNI'T TO BOTTOM RA FROM JAMB�) 2'x1• Lon1 / IL 1 I I/4••-20 BO2)/14x2'F.H. Cont. WAD J+ 7T - LI W/WiI1GNU1 S.S.S M.SPLAT . RFAE 1/1'6 TAPCONS OR(3) 1/4'6.1 7/16' (]) I/s'<iMC0.N5 011(3)I/4'r.1 ]/16' FROM M JwsB l D PANELYATE INSERLS i0 STUD(NIDWIDTH Gf TTOM PANELMATE INSERTS TO STUD(M�OMOTH OF 1t WOAD STUD O - __-. S/UO.2-MIN.NOMINAL) WOOD STUD O STUO.2-Mel NOMINAL) wx. SECTION D — D 24 R C.MAX- REQUIRED 1 RECURRED ALTERNATE SECTION D'—D' (WALL MOUNT) ,ILF`FQ � (WALL MOUNT) NON HURRICANE POSITION It NON HURRICANE POSITION SCALE: 3/8- ,• ,4It��;•�JGENSF•.•,•y: SCALE.3/e' _ ,• �J C = FLORIDA BUILDING CODE (Non Nigh Velocity Hurrscone Zone) 24'STUD MA 1. 1 • 0.44167 ••• ? ®2017 RLTECO.INC REWIRED * ASSA / BERTHA H.V. aAHAMA SHUTTER DRAL,C In SECTION C — C (WALL MOUNT) CONNECTION TO WOOD W/ALTERNATE INTERIOR ="�`••., �' 1 L E C O INC.LAMERICAN SHUTTER SYSTEMS ASSM., INC. G'DATTE" HURRICANE POSITION Ste:3/6•_ I• LOCKING ROD :H: FIXATION -.�,ofs.•l0 lov,''���'',L` TILUT TESTING t�NGIN.EER�ING6 COMPANY 4266 WESTROADS OPINE ` awn. A ]Of WEST PALM BEACH,FLORIDA 33407 '•P� ' AT.-On PNS(600)432-2204 FM.(561)209-6360 17-109 %NA1.E s- w.-000it. 7 com EB-0006]f9 Ev1+ DRAWWG No ,,,,, WALTER A T. r . FLORIDA Lc.#'41'67' IHVI SHEET SIJ a ) CONCRETE OR CONCRETE BLOCK RUDER REOUAED 1/4'.TAPCONS_.___ / 1/4�TAPCONS I/4Y iAPC0N5 (SEE SCNFDU,f (SEE SCHEDULE (SEE SCHEDULE t, ON s1rtEr 7) -Ccom. ON SHEET ON SHEET 7) � . i 9 © o- 114.2•F.N. _ 14,2•F.M.s.s.S.Y.S. S S.S.M.S. POP RIVETS FROM JAMB FROM IAMBf BAc�R TTI TO TOP RAI�j TO TOP RAIL(C; E 6lTERKMi WEB —C INTERIOR WEB f�W/A,Ffl RaTDMED TOP RED AT ( +� TOP RML C. / TDPCA/JL CT TOP RML 0 ,..I�p� �: CONCRETE OR n•+�J .r"O OR ® CONCRETE OR "°'.mC�1`. A OR Yin.$EPARATgN \. CONCRETE BLOCK ` CONCRETE BLOCK To G1A55 l WALL REOUIRW (TYP-) WALL REOLMIED ` —(SEE SCHEDULE—_. \ OV �� ) �\ ;rn'.) r,,q,`. •` v .w"�_-Lai. L/ EKISTINO �- GLASS +e D�N TO TO GRADE AOR A L — .T-(2)/th2'F.N.5.5.SY.;. FROM JAMB BLADE„/3!OR O MID HEKW�TO BRACE UAMB (TYP) OR A . (ORT/FOR SINGLE LR.I5) C.M. �(W (2)3/6•r Mem., )OR O \/ -NO71CHED WEB 1 1/i 6-20 BOLT N/RR NOTCNEO AT POP RATS (QlT N71 YAIRE LIMITS) / _ BOTTON RMt _ \t /-20 BOLT W/NUT- MIER—WEB ROTCHEL A! /'/� OBW OTI TTOM RAIL ' .D CONSBIDp (4)3/16•. O•EACH JAMB�• 1 / -POR IN S LOCATION •Oe EACH jmm, BACK!FROM f�� r LOCATION �. .I/4Y-2o TN@B SCREW(2.) F m -1/CI-00 iRUYB SCRW O O SSsms V 1O CantfRdl JAMB K; ; 1/4'4-20 BOLT w/wINGNUT TO BO?OM RAIL IO (2)1114,2•EA. j -t/i 1-20 BOLT w/WWMNUi S.S.S.M.S. TAPCON5 OR I FROM JAMB'pp�� (2)1/4'.3/4'ALL POINT SOUR-SET OR (2)I/4Y TAPOONS OR TO BOTTaM NAIL,D•. (2) 1/4Y 7/16'PANELMATE INSERTS L (2)1/4.1,3/4•ALL POINT SCUD-SET OR (2)1/4'..1 7/16•PANEtMATE INSERTS SECVALL OICT) C SECAONODT> D FF�1,,�E�"A'T/1.,,�_ ALTERNATE SECTION D'—D' HURRICANE POSITInrj NON HURRICANE POSITION T1s 0� •....••_•,LL (WALL MOUNT) 4 CEN NON HURRCAI POSI1ION SCALE3/8' = I" SCALE.3/8' 4n 9 �A v • • ' SCALE:3/8-. 1- FLORIDA BUILDING CODE (Mon High Velodty Norricane Zane) * No.*4167 m2J17 RLTECO.IMC. LE * ; ASSA / BERTHA H.V. BAHAMA SHUTTER DRAWN or CONNECTION TO CONCRETE OR CONCRETE BLOCK IL ECO ,,,c AMERICAN SHUTTER SYSTEMS ASSOC., INC. °'am W/ EXTERIOR LOCKING ROD H FIXATION =Vvn. '��'; TILUT TESTING 4, ENGINEERING COMPANY 4268 WESTROADS DANE TWEST P"BEACH.FLORIDA 33407 NAL `LlNW71 AM �' 1 nN n 1 PM (BOON32-z2a FMx (561)209-63BO 17-109 -men:-o"1ed.ccm aRAw.4G No .,.•• CB-0006719 WALTER A 11L1R J..,P E. 14-TOY 7/I,/1 FLORIDA lK. 4{167 SHEET 6 OF 7 CONCRETE DR co I! PLOGX HEADER REOUERED I/4"0 TAPCONS —_- 1/4'r TAPCONS__ 1/4Y TAPCONS (SEE SCHEDULE. (SEE SCHEDULE. (SEE SCHEDULE. SHEET 7)— - �Conl. SHEET 7) C-L SHUT 7) ©, I 3/16-0 llA.x'F.H. _ KUMINUM S.S. $.MLS. __ F.H. j POP RVEIS' FROM JAMB` 5.5.S.Y.S. FROM JAMB E. BAC.k FROM IO IOP RAIU(` TO TOP RAL,C' -'E INTERIOR WES -E INTERCR WEB �t 7W/WEB NOTCHED�T RJTCt,EO AT TOP R'QUL 0 I` TOP PAKL TOP ENL:C CONCRETE OR A OR ® CONCRETE lM A OR Yin.SCPAAAnON CONCRETE BLOCK CONCRETE BLOCK SEE' GIA55 I ^ WN l RFCUIRE �)O (TWKl REQUIRED (T•/P.) '-( SCHEDULE. A OR (eCn SHEET J) �. O . EXISTING GLASS (2)#14.2•f„H.5.5. _._ FROM JAMB.L TO BLADE A OR 41— __ O MID HEIGHT 10 BRACE JAMB FROMIJANIS&:TO SLADE SAE,OR Al O MIO HEIGHT TO BRACE IMme OR A (ONLY FOR$Eau UNITS) d ) OR A �I H7ERK R wEB I �cPIIE (2)3/16'0 � P&TS (TVP.) BOLT W/NVT � NOTCHED AT POP RNEiS(ONLT FTA MATIRE INIR) BDTTQY RNl;D , 114-1 ZD BOLT W/K7f- E "ERIOR WEB IFIW/WEB ` NSD AT NOTCHED AT_ UU'Jv Rw D EOTTOM RAL(D1 i O•EACH.IIL110 e+• � @ 4)3/18'• t .760'wx.cAr POP R:,M LOGigN 6-EACH-1 POP R:,IIS - PALx r Fxa�T � �, IOGLigN D / WAR 1/4•0-70 THUMB SCREW \ COM. `` L1/4'0-20 7HLM8 SCREW �./�' ////l/ / O S. 114. F.H. 5.5.S.M.S.5. . I CN •,/ FROM JAQQ(F f/.'•-2o Bar w/wNIGNur iLOD C BOTTOM AAL,D: I j% I _1/4•0-20 BOLT W/WNM.NUT S.sR S.M.S.F CONCRETE OR CONCRETE BLOCK-- (2) 1/�0 TAKONS OR REQUIRED (2),/,:.7/e'Au POEM SOLID-SET OR L -(7)1/4'•TAPCONS OR TO Borrow uL'P (2)114'•.1 1/I6'P-ELMATE I.SERFS (•2)1/4-7/8'ALL POINT SOLID-SET OR ' (2)1/4'•.1 7/'6"PAIELMArE INSERTS SECTION D a (WALL M(XJNT) ALTERNATE SECTION D'—D' `�ER A' NON HURRICANE POSITION ;IIPV •CEN�!?�L (WALL MOUNT) NON HURRICANE POSITION sEcrloN c — c s�<I- ,,R - '•V SF'•.9� _ 3/B• r (WALL MOUNT) NO.44167 FLORIDA BUILDING COUF (Non Nigh Velocity NurricOne Zone) HURRICANE POSITION •'* ®eon muco.NC. SCALE- 3/B - 1 * * ASSA / BERTHA H.V. BAHMAA SHUTTER L.C. DNA"n CONNECTION TO CONCRETE OR CONCRETE BLOCK 0,126,.7 T I L E C C I N c. AMERICAN SHUTTER SYSTEMS ASSOC., INC. DArE W/ INTERIOR LOCKING ROD H FIXATION �. f �e��',LL� TILUT TESTING A ENGINEERING COWANT 4268 WESTRONOS DRNE KAlj6 WEST PAA BEAD.FLORIDA 33'07 'L W.�°':iAnA;i'i„""'"' ., i.,,_ PH:(LEST)432-2204 FAX.(561)707-9360 17-109 E-000 GRAINING Ko EB-0006719 WALTER FLOA TlLlli Jr„P.E. qe Irby AVI ,tt � FLORDA 4c.0 441.7 SKEET 6A OF 1 SCHEDULE # 1 MAXIMUM SHUTTER SPAN"L"(in), MAXIMUM SHUTTER WIDTH"W"(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 MULTIPLE UNITS ELEVATIONS BWALL MOUNT B CASE II : WALL MOUNT B CASE III ; WALL MOUNT BAHAMA SHUTTER ELEVATIONS Egli Nil I 1--W--1---w—II F—w--I--w--I w---j I.--w---{ �DOUBtf UNITS--y 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" 9f" N/A 4 5/8" II & 111 +45.0 —50.0 40" O 3 5/8" SCHEDULE # 2 MAXIMUM ANCHOR SPACING AT TOP FEMALE HINGES(B� FOR SINGLE(CASE 1)&MULTIPLE(CASES II & 111)UNITS FOR A CORRESPONDING A.S.D. DESIGN PRESSURE RATING&SUBSTRATE TYPE MAXIMUM A.S.D. SUBSTRATE F '•. CASE DESIGN PRESSURE N0. 44167 ? RATING WOOD POURED CONCRETE C O (P.s.f.) SOUTHERN PINE No.2 CONCRETE BLOCK '•. O. cyd�� ass, G,a I +45.0 —55.0 12" 7 112" NAL E� ..•' II & III +45.0 —50.0 7 1/2" 7 1/2" FLORIDA BUILDING CODE (N<, H:, III—, Hij ccrc Z­c) ®x317 TaTIM0.INC. ASSA / BERTHA H.V. BAHAMA SHUTTER ` DRAWN RY L E C O I66c AMERICAN SHUTTER SYSTEMS ASSOC., INC. G7DATE 7 TILUT TESTNG t ENGIMEERNG COMPANY 1266 MS7RDQS DRn- •.]1u M b E+I,OO.L nom.Stili 'REST PAW REIGN.FLORIDA 33107 ua NMw,W;-�Ws�A OmMh-ns� PN:(6OO)Ux-2201 Fa:(561)23094-9380 17-109 rmo6:tRlecWotl.ewn ORAlr61G 111 ®-0006714 rsue IOO�Iw Y[ RAKER A T61fT SNEEi 7 OF ] FL0160A Uc. 1116)