Loading...
HomeMy WebLinkAboutProduct Approval-Shutters Bahama p>,oaoA CRIPAMMiiN OPto Business & Professional Regulations —I ryk y, ... )BPR HOME PHUT NPR DBPf�DldtlION81 CONTACT 6<IPR BCIS Home I Log In I User Registration f Hot Topics I Submit Surcharge I Stats&Facts I Publications I Contact Us I BCIS Site Map I Links I Search I dFlorida r ®t ;., Product Approval I � • USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail !►aoFlizeoF 14Eit FL# FL8523-R6 Application Type Revision Code Version 2017 ,PFCFr� Application Status Approved j4/1/ F® Pe 2� Comments S'7A9 18/8 Archived ❑ <`%C�4�fy�nF 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 0 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 12/31/2019 Validated By John Henry Kampmann Jr. El 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 s 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.,INC! Approved for use outside HVHZ:Yes DRAWING 17-109 BERTHA H.V.BAHAMA SHUTTER: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"D",Wind Zone 1,2 and 3,Max. Evaluation Reports width is 42"and Max.height is 96"for+45,-55 p.s.f.ASD FL8523 R6 AE AMERICAN SHUTTER SYSTEMS ASSOC., design load,Max.width is 120"and Max.height is 70"for INC. DRAWING 17-109 PRODUCT EVALUATION +45,-50 p.s.f. REPORT.PDF Created by Independent Third Party:Yes 11122 Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 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 enialls 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: ®® ® FIs Credit Card Safe ,l'(Urit\11P I Rl(, 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 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, 8.2 AND IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 8.3). 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 6063-16 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 ORAE 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. 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 (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 & SPECIALTY COMPANY. Se) ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE ed, , "%...tROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. - 1/4"Ox1 7/16" PANELMATE INSERTS AS MANUFACTURED BY ELCO FASTENING SYSTEMS, LLC. ."--t( A, / rjl�T THIS DRAWING SHALL ONLY BE USED TO 13.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4" OR/ ' I' 9-` OBTAIN PERMITS IN THE STATE OF FLORIDA CONCRETE HOLLOW BLOCK SHALL BE 1 1/4". '�e1d16j z FLORIDA BUILDING CODE (Hon High Velocity Hurricane Zone) B.2) MINIMUM EMBEDMENT OF 1/4"0x3/4" ALL POINTS SOLID—SET ANCHORS INTO POURED ' 43 x' ` *' CONCRETE SHALL BE 7/8" OR INTO CONCRETE HOLLOW BLOCK SHALL BE ENTIRELY * (D2017 TLLTEEO,WC. / p % �. ASSA/ BERTHA H.V. BAHAMA SHUTTER oaAllWgi eT EMBEDDED. STATE DE _ NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 S.S. MACHINE SCREW USED 'SH L oRID�` �I • 00/2617 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO, ,.... 1 /�' EINC. ERICAN SHUTTER SYSTEMS ASSOC., INC. oArz / _ u '�\ azL vIESTRwps DRIVE1 TIWT TESTING e[ENGINECBING CONPANY s�ONAa��,1i1`T e1M" rla Jefi.=Pilli-1:31 J)tee tnvy.v(nip'ii-,;Jo.e..:(JM)en-t Jt WEST PAIN BEACH,FLORIDAOA 33407 e PH:(800)4]1-2204 EAR:(sel)2oe-eaeo 17-109 .../r'•' e-08J:1JlecoGool.eom 'RA"'No EB-0008710 ay.r mes ov " mw.n:l WALTER A.SLUT Jr.,P.E. ow le.e 07/340, m SHEET I Of 7 EL020A tic.j 44167 3 . _ • .302" --- - - - - -- -^ __ - - - - - - - - - - .. R.035' N _ d T ,45-1 0 0 2j.°<„-'1.io 130 A, I .07839 ;--.910" 910"-- ---213' f .ps, I -..1;--1,....". �(t. I �1-. j `\ I4)'41.` t �� .281' ` -- - 1 V0,, an d n 625" o rn 1' +(4� a.045' s (1.030) �... 108" .08R0125"o ,9.^^ i 0,70 �_ps I 6 ry •I I m 199 i ) . i �l n rr L / p` (o S I P \ r,...'3 .1 19"'.-� i h T- o h .397^ In in p� 078" I .,\:rt is.. - ,"..' n I• k --�_8 R.415" 1 q 1� N ---.071` n I G, (Tl'P.)�.• j`��`/Y I ; -.187" I ---- • 2.557' ' ��'-R.3g3., ^ `�`v 'h'h� o I \ . IL-1.625"-1 1 4--1.700"---i 1ps, P.A55" I `j dip rNi m I �. i 3'3•��' S, '.O i rn 1 i I 2.000" 2.125" (1.020)---1 I 2:972" 18•)8' I (+) ah ` L 'I' 1 iF t ` I i n O LOUVER Al HIGH VISIBILITY 08 1/4" 8.0. FEMALE HINGE . 820^--- o To 1 �---Lazo"---I 6, �' kf�' BLADE LOUVER BLADE 1 6063-T6 Alum. ALLOY 6063-T6 Alum. ALLOY 0 TOP RAIL/MALE HINGE 0 BOTTOM RAIL O JAMB ! 2.000" -I • 45-I VIEW Y I ?s,'',/\‹',,, HO ES- 1.250" T f`1.250"---•I I �--1:250"-.._,� t -12" I 2.330" "/` J- , t ;., ti \. E0. I o j I` 11 I 4.000" Min. 1 1is.eg _ __- V) ?.093" 1 n' 6 (1 ') 1 `� i 9/16"0 J I 1/4"m-20x1" LONG 730" Co m Q �• � v? 11 Min. .- i ` /��_S.S. THUMBSCREW OR f -{- //7�� 1. I HOLE 3/8'm-16x1" LONG VI 6/16"0\.� -�'�'. §§ :Si ACETAL THUMBSCREW, l j 40 LOCKING ROD AT EXTERIOR FIXATION. t Min. 9/16.,m r"i r ! HOLE Min.-2 i I HOLE o i FO PRE-PUNCHED _-) 0 CHANNEL, I I 7 I -12" �� (2) HOLES - ( f (3)HOLES~ I I 10" Min. CENTER MULLION '�I + I } .I 1 gj ---,--_,=__----_-. .--,-.4-f>1 1.997" I h ! In I 1/4"4-20x1" LONG -'�--_ .-f30'4 VIEW X BLOCK I WOOD w-----S.S. THUMBSCREW OR 3/8"0-16x1" LONG VIEWS Z ACETAL THUMBSCREW. 04 b O LOCKING ROD AT INTERIOR FIXATION .0135"- H "F 05° aD00.9 o L 00 � r�Ici'���p T{Lj��✓_wz .) ,875" SERRATED TUBE JO 1" SERRATED TUBE I--.94o"-J • 2F_-_1.750" a No.44167 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) INSIDE ARM OUTSIDE ARM C* i.".._ A *` ©son T TECO.INC. ASSA BERTHA H.V. BANANA SHUTTER / LC O CAMEL BACK HINGE _ . , DRAWN BY COMPONENTS A �; `_'gyp%', �1• �/$1):' I L ECO INC. \ AMERICAN SHUTTER SYSTEMS ASSOC., INC. 0'130X17 .�.j \�r,l TILLIE 1ESTINO et ENGINEERING COMPANY Mi3T P 9 NESIROAOS DRIVE yI ra!•.".UM.a,n.WA eaa ammo.nom.43133 BEACN,FLORIDA 31407 SCALE: 3/4" = 1" ON'LI.' �.:twl.n-..vo....oca�e„-ux PN;(800)432-uos FAX:(661)709-0300 17-109 a-maE-00tate6DCG1.COT DRAWING No .,••••��"••• EN-0008719 a�emla: wrt mwrw drt WALTER'A DUO Jr.,P.E. ay... aL.s.[ m/b/n "•,� tLORDA Us.f 44167 , SxCCT 2 OF 7 �A OR A'I C (CONT.)j®OR�� C/5,6 �(coT4t) vp/5,6 C (covr:). ®C/5 6 � OR A1, ETCONT:) ®p/5,6 D'/5,6 (2) #14x2" F.H. �� ) (2) #14x2-F.H. 1 a \ S.S. S.M.S. � i a D'/5,6 FRO S.M.S.— 1 -FROM JAMB ^ I FROM JAMB' TO TOP RAIL \ a o I. TO TOP RAIL +� - — =�' 2) #14x2 F.H. ""'— 'C __ (2) #14x2' F.H. �_ I 5..S.M.S - i..� `a 5.5. S.M.S. L- 1 I FROM JAMB --- -. 1 1.1...11 i - FROM JAMB C) �— I. TO TOPRAIL. C 1 1- - -1— r I TO TOP RAIL T I- — - - I-- t • /`� I I- -1 I-- + 11- —� 2 1/8" Min. L _ __I 2 1/8" Min. 2 1/8" Min. L- _l -- 1 2 1/8" Min. R BLADE t BLADE BLADE -I - Ii BLADE PENETRATION r 7 PENETRATION ^ PENETRATION F- _f •j-_ �_, PENETRATION w I- J L .J E)-7.-t- �_--LES _ 'E —_iF .T / TT. _—1 ._./1-E-.) B to -I - -T t- --I o -1 t.i I-- t -F-- --• 1 1 7J L J „c. (2) #14x2" l "'L /// I ,�,/ H. S.S.S.M S. yi -� = F.H. S.S. S. .."11.... j _T- I FROM JAMB kS. LJ v FROM JAMB E TO / t--- , (2) #14x2" to BLADE A OA i-- T ----',` i BLADEL�CR �' (2) ¢14x2"--� �.:f.H. S.S. S.M.S. W ® MID HEIGHT h_ -+ fir"—` -i_ --I 61 MID HEIGHT e F.H. S.S. S.M 5�t� FROM JAMB{E,1 TO TO BRACE JAMB t 1 I ..:-4 TO BRACE JAMB FROM JAMB.E TO I-. -J A 1 I.__ .1 / BLADE(A')O L J- BkAOE(A}CR A. L_. ... .. .1_.. j I- Z ®MID EIGH I I ®MID EIGHT I p // - I7 TO BRACE JAMB f- ."_1. TO BRACE JAMB r- - —T // I- —1 N I-- J N a. B/V,R •_-_ .L_ i I_ _J B/4 1 1 ® r �!T e'--/1 - '— -w F 1 r - (2)#14.2•FH. r A/4 A/4 ! A/4— —A/4 1 (2) 1,14x-F.H. I I- -I I S.S.S.M.S.----J....----" / SS S.M.S. B/4R L g/¢ FROM A \ ,t '., " •--e........1110.1°BOJr OM R RAIL .I® RaL�G, H j(coNr.j .G I (2) 14x2" F.H. 1F" -•/ 55.9.4.2•F.H. tri f"W" (SEE SCHEDULE SHEET 7)---,.-"W" (SEE SCHEDULE, SHEET 7)-.�-"W" (SEE SCHEDULE,SHEET 7)--- S.S. S.M.S. - •� �= FROM JAMB: �.l • 120" Max. WIDTH--- FROM JAMB 70 BOTTOM RAIL r) D/5,6 TO BOTTOM H ® �� — — o �D C/5,6. WOOD SUBSTRATE D'/5,6 C) I------ W" (SEE SCHEDULE, SHEET 7) IIIIIIIIIIIIIIIIIIIIIMsmi1�jj��jj -" A _ ii- wi ...,..1-- - i 6'/4 C/5,6 D/5'6 B,/4 — ---1 SIM. Nw WOOD SUBSTRATE D'/5,6 (z)81 "F.H. ,v—T. -,, S.S. 144 er A/4---A/4 J (2) #14x2" F.H. FROM JAMB r) -7� a a S.S. S.MS. / B'/4 r0 B07TOM 0--. —, _ / "" _ FROM JAMB B' 4 Ii� B/ RAIL(Lj - •l��7 TO BOTTOM RAIL SF —._. 8 / (R)(CONT:); t R1 r) (2)#14 2 F.H. (2)#14x2'F.H. G "W" (SEE SCHEDULE,SHEET 7) "W" (SEE. SCHEDULE, SHEET 7)—"W" (SEE SCHEDULE, SHEET 7)--.— S.S.S.M.S.----- i S.S.5:M.5. 7 .FROM JAMBE FROMJnMB(El. - 120" Max. WIDTH I TO BOTTOM Bl ���ro eonoM RALLO} 1�C/5,6 D/5,6 RAIL e-�, H; rp\r ti C � R a rrk� CONCRETE MULTIPLE U CONCRETE BLOCKSES II SUBSTRATE& III p'/5,6. G I —"W" (SEE SCHEDULE, SHEET 7) •y,P'�,\CENs.�. ✓s 15:. ' IIT C/5,6 0/5,6 i, 44167 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) D'/5,6 ? �0 0201711L7CC0.INC. CONCRETE OR CONCRETE BLOCK SUBSTRATE : * * * ASSA / BERTHA H.V. BAHAMA-SHUTTER DRAWN 97 SINGLE UNITS: CASE I / IThrL BCO INC. \ AMERICAN SHUTTER SYSTEMS ASSOC., INC. 07/:81/17 ELEVATIONS FOR INSTALLATIONS WITH '` r',4,,,x'`1 :n" TESTING hJ�ENGINEERING COMPANY ➢4w AµLe WEST P EXTERIOR LOCKING ROD ; FIXATION •. �O a ,e".,Zx31>s„_,�.ra:l ,_,,,, PR(808)410-2204 TAX:(561)209-M0 17-109 y 1 e-moa:-000 0oot.eom DRAWING No ,,,,,,,, ED-0006719 eburmi ^� • WILIER A MLR Jr”P.E. 9t0,5-aa ol/ieree N.T.S. sxEEr 3 OF 7 FLORIDA lie.}1 44167 4 • - CR .At) C(CONT.) C 5A,6A (B)CONT.) D 5A,6A (CONT �oR(Al) (cONr. 1W.) ` ® / --� / �PC/5A,6A �Nr.TW) (ED(CONT.) �D/5A,6A (2) ((14x2" F.H. „ o D'/5A,6A (2) 814x2"F.H. o S.S. S.M.S. - \ - - --S.S.S.M.S.—� o,/ / , D'/5A,6A FROM JAMB(�I I �� �Y FROM JAMB F��• � a o / TO TOP RAIL J L ,•� TO TOP RAIL.(CJ _ r / �., �S?S.5�M.S. F.H. -. I�• I-- -.� r + I �. / S.S. SJ.4.5, F.H. I--- J FROM JAMB(t) '- TO TOP RAIL C _ i I f / - I FROM JAMB1Ey - 1 O I I- T - ; / I TO TOP RAIL V r - - i I _ ! --I 2 1/8" Min. 1- H 2' 1/8" Min. . 2 1/8" Min. j- i / /�' -•-I { 1 _ 1 2 1/8" Min. BLADE -r-- - BLADE i BLADE ` / T' PENETRATION, i- _ -1 PENETRATION .. PENETRATION ' - -T-. 0 / L. _-,. - .1 PENETRATION LII 1- --i .-- --- _ '[_•1. _1- /��_T- —, O -1 Ls t- �— ` - O (2)#14x2" ___J,...„. - -4- /. 1': �-i (2) 14x2" �n L J IA EFL SS SM��)S.,r� = 1 / I 1'.H.SS SFAS (2)#taz2" r I (2)#14x2'I 1' BADE(&OR1P}, 7- -11-- ----,=,..,..,______:I: ®oR TO v F.H.S.S.S.ttS „ .. /}.Ft SS.SMS .W ®MD HEIGHT L -L. )��- 1 "1 ®MO I-BG1T 'y FROM BLADE��E TO . - L �JM.BB TO , TO BF240E JAMB - .._ / 1_ - - --' TO BRACE JM18' _ ®.nsOOCR HJatT v L. 1 T z TO BiSCE JA4B f—; TO BRACE JAMB ' - i rr T- -; vaai '1 z .--- ' / -4-- -� i -� o B/4A L. ---I- / _. _ - --I - J f'1 SIMILAR. — / -j- -I B/4A -i s?s.s14e2 FM. J A/4A A/4�'/ A/4A—j-A/4A -I•/mss S.S.s14e2 FROM -v--- :_.. C_'__- :_ JAMB(C TO -1 FROM JAMBE - .I 6/4A J B/4A 'TO BOTroM • lo / t -olio . / _ • BOTTOM NAIL9 SIMILAR - (.. ,/ !/ ® r__ y (® RAIL n fel l { `u 1(coNr.) I J I•f G) (2) #14x2"F.H. r-- --1�S?5.s14"I•F.H. (� —W (SEE SCHEDULE SHEET 7)--.4.-'14" (SEE SCHEDULE, SHEET 7)-1--"W" (SEE SCHEDULE, SHEET 7)----I S.S. S.M.S. __ sf_.:"rt.: FROM JAMB(F.) 120 Max. WIDTH— --. -•D/5A,6A FROM JAMB EO ;i f- j 'TO BOTTOM RAILa ),,, m�LaQrroM m,w" �� r1 / jD C/5A,6A WOOD SUBSTRATE. J D'/5A,6A J L f — � •� - •J 1 —°W" (SEE SCHEDULE, SHEET 7) D/5A,6A. B'/4A ll / _,//r I I B'/4A C/5A,6A W5A,6A "W - �a� J t• SIMILAR WOOD SUBSTRATE (2) #14x2'F. k A/4/� A/4A—r—A/1A --.I -i2)R14a2"F.H. S.S.S.M.S. _ B'/4A FROM JAMB E / c o S. SJAM B' 4A TO BOTTOM / -"- , TO B JAMB V ._.._-_ 2 B'/ RAIL(Ej e� " "_...n TO BOTTOM RAIL W. '' f,H, + (CONT.) i (1:1)--/ �`'c' (2) (,'14x2" F.H. I� "W" (SEE SCHEDULE SHEET 7), (2),#14x2"F.H. - "'{--"W" (SEE SCHEDULE SHEET 7)--}--"W" (SEE SCHEDULE. SHEET 7)-- S.S. S.M.S. �Q W s.s.MS.M.S. - - - FROM JAMB(� - TO B JAMBTEI 120'Max. WIDTH - - - - TO BOTTOM �-.iiiiiiisimmiummiiiiiiiii �d TO BOTTOM L�j Ph C/5A,6A D/5A,6A RAIL© 1,- D �`H�}� '„,,,,”"'..,� CONCRETE OR CONCRETE BLOCK SUBSTRATE T D'/5A,6A j " (SEE SCHEDULE, SHEET 7) `J ��, A�iE4 A.Tl:-.. MULTIPLE UNITS: CASES II & III III' C/5A,6A Ih D/5A,6A �C'ENJ"te vp 2 FLORIDA BUILDING CODE (Nan High Velocity Hurricane Zone) D�/5A,6A ! No.441 2017 TUTECo,INC, I CONCRETE OR CONCRETE BLOCK SUBSTRATE ;*? �� i / ASSA/BERTHA HN. BAHAMA' SHUTTER °�,„„eY SINGLE UNITS: CASE I /� / l_.'c'Q \ AMERICAN SHUTTER SYSTEMS ASSOC., INC. 07DATe17 ELEVATIONS FOR INSTALLATIONS WITH _�.�. • ��'� `a. `� �T4 ENGINEERING NAVA COMPANY �WEST P uE FLO` �07 17 1D9 INTERIOR LOCKING ROD (14) FIXATION _ \a,1', �, 1�oo�,.�om � 04 DRAWING ES°0°6719 WALTER A TILLR Jr..P.E WV.Pa -cue:o-ae 07M/r7 a. N.T.S. ..xr.x•'•'' natty Oc.f 44107 ^- , SHEET JA Of 7 CONCRETE HOLLOW BLOCK / REQUIRED 0 CORNER (Typ.)- � -- ^;'`\ /_\_ -""j 2" x 4"WOOD \ --- \ / //1 �/ STUDS REQUtREO�� •• \ / . ®CORNER (Typ.) \ ` 1 i 3" FOR TAPCONS / /\, r------ (2) 1/4"0 TAPCONS OR—� --3 1/2" FOR SOLID-5>/ Min. Min. E.D. // •.. / \, �--- (2) 1/4"0x3/4`ALL POINTS /2// \ �� SOLID-SET OR 1 2/./ \ / �`• '- (2) 1/4'0 PANEL MATE INSERT W/ INTERIOR WEB \CD OR / \\\ ©W/INTERIOR WEB �- \ ��~ /./ NOTCHED AT (4) 3/16'0 (B •) NOTCHED AT 3 l /- BOTTOM RAIL(6J POP ALUMINUM RIVETM BOTTOM RAIL C � ,. /////://.<;';'2Z'211!/ /'// !le///// �///G 5/16"x2" SLOT BACK 04 FRONT / i 5/16"x2"SLOT ( © H I III =�1—.o- -----•-- — t L. I 71,71'1 (3) 1/4 0 TAPCONS OR _ J 3) 1/4-ox 1 •7 16" PANEIMATE GI- ------ _ ► — -- --_______—_-_----' __==_-.-.:.- - .....__________ISERTTO WOOD ------=1 - -------------- -----•- —p- - ='�"ramrs�— 14x2" F H, S.S. S.M.S. l''-' _ 1 t__ /`s a.. — S -_S__- ___ — - �_ 14x2•• F H. S.S. S. FROM JAMB(�TO BOTTOM RAIL `� I_-�---- )--1— �F-- ---- -----_ r r ----`-- \ FROM JAMB�TO BOTTOM RAIL ITDI + (2) #14e2" F.H. S.S. S.M.S. © '--zli nDaor—.1 QF W/WEB— Q eIAOEIaENE1RAnoN•, FROM #1402"E BLADE OR FROM JAMB 1'E�TO BLADE DOR�1) 1.THUMBSCREW LOCATION NOTCHED AT O ` MID HEIGHT TO BRACE JAMB BOTTOM RAIL SECTION A—A CONT. 1'THUNEISCREW.LOCATION ® MID HEIGHTTO BRACE JAMB SECTION B'—B• SECTION 6-8 PLAN (2) Q14x2" F.H. SCALE:a/e"a r `�OR (2) J/14x2" F.H. (0 W/ INTERIOR WEB �$. S.M.S.COCRETE HOLLOW BLOCK NOTCHED AT 1 FROM JAMB E'+ UW/WEB- (Baps TVP,) S.S. S.M.S. W/INTERIOR WEB 2"x 4" WOOD REQUIRED ®CORNER (Typ.) BOTTOM RAIL a; L NOTCHED AT- FROM JAMB E NOTCHED AT 7 V iti) Q '—STUDS REQUIRED TO BOTTOM'RAIL IIJ) BOTTOM RAIL _ t __ �' �1._-_ �1 T0. BOTTOM RAIL LD; ` BOTTOM RAIL CORNER (Typ,) li .r BIADE PENETRATION AI / i I —_ ( 7 1 L6 fL __J 1 �_ `f 16lrDE PFhETPATION • r '- pLT___ .,.-....7-(C o-.. ---_--------- -- occ_ _- ..,......-=:074.•.__.._. I- _-.____--'_- -__--- ceryl_)/_ L s}a4��w t --- - — �JNaif[uaa ,1 - J11 i fl I•- , / j I I( \ 625'.625`r G s o . -.. i �i ` le_ _ -*acaaaT^-aa>. sacxa zvc _a tt -"HHYv 7 I • ..,o 1 8 x1" LONG SLOT .1 (4) 3/16 0 I I I. 1/4"0-20 S.S; SLOT x2 .SLOT I r' THUfdBSCREIY POPURWETS_i, xt LONG I- ((+�j t ..THUMBSCRLW •I: '.{L � TMOUCNiTzxLiscREw �.' :i( �' .'BACK & FRONT CONT ` ' F z Ip SLOT ( ''(2) 1/4"0 TAPCONS OR _ (3) 1/4"0 TAPCO S'OR H f• - "0 x1 7/16" • �(2) i/SET 3/4'ALL POINTS ,� •.O /4 r• iiii,A . PANELMATE INSERTS TO WOOD. o} [ - � < SOLID-SET OR 'r771� I :... (2) 1/4"0 f ANEL_MATE INSERT ,1(Iri I'.. S +•�= (4. (f �� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) ELEVATIONi� - No.441:-7\- 4 f e' Z ()2017 TILTECO,INC * SCALE:�/s"_:1" ASSA / BERTHA.RV. BAHAMA SHUTTER L,c. -_ DRAWN DY • •+•� / 11 L 1 E C.O INC. \ AMERICAN SHUTTER SYSTEMS ASSOC., INC. a AT' �l ' (. �� TICCIT TESTING&ENGINEERING COMPANY 4268 WESTROADS DAVE s F V� —"larl.a,Pa],-v-l _H1 -.. WEST PALM BEACH.FLORIDA 37107 •�� �pvy(�,,111 :(.xele'n-.ITo•ro: ._tyl. PH:(800)432-2204 FAX:(781)209-8780 1 7-1 09 I IVAL f� •'' .-0003:I/leca0oolcum _ 0RAWIND No -----." . EG-0006719 rtx o®v e.rtIn.n. rt ",•"ri.e•••• WALTER A.1RUT Jr.,P.E. I O.8 Isms 00(00/n 1 ... FLORIDA.Iia f 41167 , e SNEET. 4 OF 7 / f///'///,�i/ - CONCRETE_HOLLOW_BLOCK 7 �� REQUIRED W CORNER (TYP.)� j - -- \ - "- ��' 2" x 4'WOOD._-�. / \ / ./-- \./ / f STUDS REQUIRED - 4/� ®CORNER (Typ-) N. \ / \ // 7 --------- 3"FOR TAPCONS (2) 1/a'0 TAPCONS OR T 1/2" FOR SOLID-SEJ' - 2" tin. E.D.. \1 ' Min. E.D. �/ (2) 1/47083/4"ALL POINTS // J•�"'�� SOLID-SET OR Ij/ �' (2) 1/470 PANEL MATE INSERT i ! A . _ J E W/INTERIOR WEB NTC INTERIOR WEB �• '' NOTCHED AT (4) 3/16'0 t(BLADE TVP') NOTCHED AT - I, ill /J BOTTOM RAIL POPRIVETSIU ® BOTTOM RAIL�Dj ////'SIR n'1 �'`////�� SLO_____T"x2--� ` BACK Bi FRON SLOT .. .�_' . ,. .. • -- '� .--f`'1—•1'll— 2ITTiItEiTTi_ _ cL _■'fg. =I I (3)_ _ _ PANELLIATE INSERTS TO WOOD aa4asaaasa�=E.-- -�-- ---- ----. __7-". . --- E ... -- ._ �- - NYIOD HEALER WOOD HEADER • WOOD HEADER �-..`_ 1 REWIRED f /� `+•, REQUIRED F l REW�+ED - \, / '1%4'o TIPCONS..."—__ _ _- ` ...1/4 R T CONS \\ 1 i I I/4•0 TAPCONS 1 (SEE SCHEDLRE SHEET 7) /I / (SEE SCHEDULE SHEET 7) \ (SEE SCHEDULE SHEET 7) r � < 1 c_� ( Cad. ~ 1 I ,F t- Cont t,, +Pl ....,I t,.I UUP —, `Z�,J tont ,:\,!:,,,, hi,I`,,,,, t Ir.13-� •iPUUId i I IHAN.UU. Iil i�_ f.. t- i =; 1... L_.. / \ /1 f M1\ N\ {� / L �(`•(�—'��{ 1+ ataa2'EiL j{ , t � 1442"F.N. tit Li , 3,6"a n 1 �• ( i \� 5.5.5.M.5-_ S.S.S.M.S. 1 I 4 YT5 \\. \ FROM JAMBrF',\ t`�( y �TFF'OM JAMRAIL C DAG71 k FRONT ) _ TO TDP lLvt,Gi 1 I t 1 �T 1 -(E I R WEB i 11 E INTERIOR WED 1 W/WEEI ea kt\ ` l ' ' No�Tcrim( 1 \t / \.i RVt �`\ TOP RAIL V 1 ( tt ...`v�F $J �p��,� \ s,TOP /�F�{�J Fi+.SEPARATION "-� 5�.� 1 1 ��""i 10 CLASS ;; L'A' eR (SEE SCHEDULE OR 1 y"` 1), (rw.) ., \i \ C6S-RND .. r... \\ 1\ ‘ ' � • II\' ` �1 ip FROM LTJ •C 5.5.S.MS. F^ • T.H. •+j iRDM JAM9:EJ 70 BW)Ei�OR,Atlik` I ZOMTJAMB( 70 DIADE(NOR Q�. 6 MA HEIGHT TO BRACE JAMB IMO v• _yl__._ � _ \ _.t,_._.:.. \�' -= M70 HOC 70 MACE JAMS \- 11 ON�A V ',a / ( iI '' v'e T, ) ' ,•,{ w.• �k ei QR CA FIS '`' '`! ::::::1 , `. I(aQY FOP SHOE MIS) I 0 \_ `.. P, A V y 1 1 , 'al ..Tye _• INTERIOR W4a 1 tl., (2)3(T6•o Aram. •k�•.:� ', C(YP.j. .255'MAX.CAP RC�'1---'t r' cF", 1 1/4.0-20 DOLT W/NUT �'�~ \ fN1TCM RAIL D IIit POP RNE75 ` ( ( v^4 (COLT FOR!AREALNUL11FlL'.W015) l t. ��i ' y.r�J•�c,... O .. 'i .,,. NOr ED ATWEB ,yY\( ` T/4•.o-70 BOLT WNW, © 1 • m w�, BOTTOM MILT) /0 �, Q I(Elw/w[a t l �y A NOTCHED AT 1 ��Milli /" DOT70M PAL® t t \\k, ; ` 1 S =.:N: G , •. i 1 ' ; Ilubuntllll V4 1. ' z x,�, T`,. !Mill t +I IUUgHiUDUl war! _ ! II) IC \uE. (S)3/16"c r'1 1 \./IOG+itOn S ` LT' ia+ �x (0 ‘ t00 JAUD\ FNEO7>- 1tI1i(III1111A21a -. LOCKNON e.` it` fl II e s rROtrt -{( { t !.yiyi.\\\ VF •I,H�lklrl 111 I I irUi41 * 4IP I. l � `\ ii� I IIII4SIunuuulnurlcF: �_ . ii __— i1Y1. _�li 1' �� E/4 a-xa RUNE SCREW Cant \ I+a-2a THub B SCREli ` 0 (2)0142 F.H. (1 S �, 4 Lo , ,f' �_ FROM JAMB(Ei t „I�HHI i Ili I I P1rlrRnll�1� \ (2)'#14.2"F.H.. Cwt• 111! nIr1,IH,HPNIH,I10I11rnYla ED email LQD \_,/4'0.30 ROLE W/xtr+ONUF 1 \ Cont.Cont. 1' I ''- ,/,•o-2O POLE W/YR16hur 1 1 I �tptf� ss.s:us. l{ 1 - , tit �d FTtO0 TJAM 0014'h It ill (!)t/4'o TA➢CONS OR(3),/4`Ps J 7/76• { S tt iNinU (37 I/S'o TAPwNS OR(3)1/41a.T 7/,6• TO BOTTOM itJL TUj 4 I •� lir 1 .1 PANNNTE INSERTS TO STUD(MWAO,H OF ' ',y .1' i NANELNATE+AGENTS TO STUD(40400TH OF Si 5105 Y MCL NOM/HrAL) WOOD SND'O F STUD,r ERN'NOMWAL) WOOD SND O 1 24•O.C.IIA71. 1a"�0.C MAIL REQUIIRED' r REORREO SECTION C. - C DE iR D SECTION 0 - () ALTERNATE SECTION.D'—[} JlII!!//N��A,, (WALL IJOUNT) (WALL MOUNT)'. - (WALL MOUNT) eFF)F HURRICANE POSITION NON HURRICANE POSITION FFF▪ 0.4t4:1)...."":‘'‘!k1.641.‘.14111 �r" 76...1;:4. i o'er"` NON HURRICANE POSITION SCALE:3/9'- t" SCALE.3/e' t' 45,11 VGN1t ✓ SCALE:3/8"a 7" • 'v s :. � :' FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 7 12017IPSECO.INC. A$SA/ BERTHA H.V. BAHAMA SHUTTER DRALwC+ iY CO VECTION TO WOOD W/ EXTERIOR 'S ' -...---..--=41 t LOCKING ROD (N) FIXATION7/26n� I I L i E C COO INC, \ AMERICAN SHUTTER SYSTEMS ASSOC.,ASSOCINC. OATt ‘°`(‘''''' / .• Ttltt7 TE5'I'tN0 h£NOINEERTR CDNPANY 4266'EFLORIDA WIR - ^ �••' 54,11' ax NAL Oen.N.sw.1L 0••.•0..o Toa.nav0A 1,130 WEST PALM REACH.FRIDA 33407 1 7-1.O S• /A, i �(k� FjL Mons,-FrAM:l-,Wa.io,corn I W, PN:(600)431-2204 FAA:(061)209-8300 {J VW:, a^&ED^-100067 0.cam ow onwlo tort en. too/1vF, cm 00AWO10 N8 •,,,,,ASa IALIER-A TOWS Jr..P.C. �, 0.0 I.-s mron> 1� SHEET S OF 7 FLORIDA tic.(,44167 t - a � •`� :f I RETIDRFD D� /J`� wWD HEADER % If �— ��-REOUiFEO .. ./` l .:'� RE'OOD�NFAD73 !I' 1.' r--1/4'0 TAPCONS I/00 TAPCONS `{ !" 1/4'0 7AFCONS (SEE SCHEDULE ST@ET 7)' 1 •f / (SU SCHEDULE SHEET 7) I ��\ �I t `t1� �f (SEE SCHEDULE SHEET 7) - \ 1 yv A /. I1/_ 4 Or: \' B �r I I I UI�LfUPI VIII I:E31I- O cam[ ! litaa r I I 1 n UII�I'= ` i B Gant_ i Y� f �.� ~ FOC/mt. t `i; Ili:!I { A � f / O Iiii �,-:... 1(4)3/10'0 i 1 11 f� •1 \ AT4c2"r.H. 1 �, I 1 \ $14x2"F.H. ALUMINUM 1( 1 i t 5.5.$1d.5. ``,1 . '1111'1 Y ! S.S.S.M.S. - SIII■ .II, RACK SONE ` 1•! .' FRTOP OM JAMB 1 � I - \ FRUM JAMB E J l ' I �TO TOP RAIL C "� iT I F)W/WEB ' '\ \ \ ?INTERIOR WEB 'I 1 ((E'�� i Y•IOTCNm ` ?INTERIOR /1. . `S \. f10TCHWOR WEB `� TOP PNL.D1 /;�._ \TOP RAIL 1 - _ ' 1 ' I TOP RAR. v �tPARAnoN �:l ' �� ,•-QA aR ® .1\` 'I. ,� .-C) ' 'ro clnnss ;•? / ('TYFaO } ' j 1.` (rm.) C'"(SEEN SCHEDULE: `-t�y N O oR ® ' '�i \ ! II • 1. EET ) �,. I (TItF'.). ;'`�' )1 \‘\ \' .•� ..-� ,' ,I 1 ' I f� \ L••w,. . ./ VBOJ Q , I, ' ,� 1 ,`., I,I _ �� \ I �� t 1 1 A •"`" A I ``, (2)Pl4az'FH,SS.S.M.. _-�_ (Ft1.IAMBr To A1nDE(A�°RG. -(—�- 1 lilt E 2 1442'FH.S.s.s.u.5. �\{ d , I '�-�� y� O MID HEIGHT TO BRACE JAMB' �` 1F ..,, (FR)ON JAMA TO BLADEOR I -- ® OR O ' >,• 1' • \ O MID HEIGHT TO GRACE 7AMB • --1 E Cant l (� —� oR QA ,I�11 �. ' (DIVED'.AMIE lRJis7 p 1 4 I \ Cant. r 510 .� �I 0,^� A �, t ll / ,/SWOT YIEA (2)3/10'0 Alum...--___ `.o„ �1•\ (IW.) (ORT TEA MUDstE U'6r5) 1 111/t•m-YDBOLT w Nur• � ,` BOTTOASTrlI f -POP RIVETS .�•,, ""'k•><+L Y �� t�' �1 ' ^(1141rEz: : `II .1/00-20 THUMB SCREW COM. \ 1 \ 1/.•0_20 THUMB WREN (z)814 z"•F.H. \ FROM JAMB -- as oOINIIIJII 0111111 Ilia L! 1 Cont. 2.44•_ / Cont .F IMO ,. 1/4'0-20 BOLT W/WINGNUT TO BOTTOM kNL`0,1 PIrPHPNI PPIRn:PllA \ 2 �'4A2•F.H. WOOD \ , } 1 \jfI 1/4'0-ZO AOLT W/W111CNUTPLATE 1' (3)1/49 TAPCONS CR(3) 1/4'01.17/16• I�1 _ OM ©REDO . 1 P MEWATC INSERTS TO STUD(00410TH OF 4t 1t '\(])1/4 0 TAPCCIS OR(3)1/4'0.1 7/16' TD BOTTON Do..../AiST10.2•MIN.NOMINAL) I :II MD.z MN.INsERTS MNA)STUD pcirMmH 6F 4 t WOOD STUD S WT 00 T.I o ` ''. 24'D.C..IAN. 24"O.C.ITAIE \I\ ' REQUIRED SECTION D' — •D pp RECODED ALTERNATE SECTION 0'—D' '\ ' 1t (WALL MOUNT) T,,,,IIe A.TIt,'I (WALL MOUNT) - - -- I ! NON HURRICANE POSITION 11.1.c54r,••,_,'�C��`��'1 NON HURRICANE POSITION 1I I 1 '! SCALE:3/8-- 1• 111 ` •-`l�E'N(a•(••..i. -1 SCALE:3/B•- 1" \\i I ( 111 v- VV O<C FLORIDA BUILDING CODE (Non High Velocity o Hurricaneo WOOD STUD O ` .. • 7 9 ty Zone) 24"0.4 LOX. ` 0:44167 ©2017 Tux°.INC. REQUIRED ASSA/ BERTHA H.V. BAHAMA $HUTiER oa wn By SECTION C C (WALL MOUNT) CONNECTION TO WOOD W/ ALTERNATE INTERIOR "°��.: `t�.�° IL-1=c7"— INC. \ AMERICAN SHUTTER SYSTEMS ASSOC., INC. °' T/17 HURRICANE POSITION LOCKING ROD C�'I~' FIXATION . 0� ill° •0'v.4.<4,4,r ,s` T1L TESTINGV.ARK &ENGINEERING 03.COMPANY WEST AW BEACH,MDELORIM,3407 SCALE:3/e'-I' .. •-,,' V ,1 txslno-lam,rm-:(aT4)f>I_1E11 PH:.(800)432-2204 FAX:(561)209-8380 17-109 ,r' 6-mat:IOIee000o1AnT ss�pNA��� m-OW6719 MOT OM onOnml UR DRAWING,No • ,,,A.••1•• WALTER.A.TR0T Jr.,P.C. I OM 15-® 'NT/TUI% . FLORIDA Me./44167 a - SHEET OF 7 • CONCRETE OR /� . %" )50r _ __ _. . _ CH0DTAPCONS'",—`�. / (SEEOSCHIDUIE— I/)/ (SEEOSCHEOULE -^N �. (SEE SCNEOULE Pi CH SHEET 7 /,//JI cent 0%:MEET 7) - [...Comm. ON SHEET 7) N dr L-QconL ) r •�In:I�Hianq�nHlgntrati -NR, ..' �- •d,I.UIB,Iq,NPHN1giB� / I :::I::: %L©�r\ fat ,, ;' o- ., 1402-F.H. pP ! Wt9 Ay ONT4. TCHED 1 r- FN�OWTCmarniV}S f ^`` TOPP RAR I `l'7�."""'- '•TOP TRUSS 1 � wag, V \`'><:+...Y,,,,�✓`'`� Q, OF /A'� � ""•`anc- CONCRETE OR t _ i J CONCRETE OR //' `„ ) Nin,SEPAPATCN ;( 44,,;;-, CONCRETE B0R 0 (Tw) con R R -, •,� tom'•) I T°GLASS \ '� WALL REGWACD /J I-'(-2SCHEDULE Q CR (� ' ` Q. `.,�h.,,,�.,. �\ C# °LASS ! / tfy� \ ` f (2)-$1102'FH,SS:SNS, / 4, ---: I ;"`•+s,t,� FROM JAMB )TO BLADEAOR ' 9 _.._-(2)j`1402"E,H.S.S.S.M.R. • �' O N16 HE)GHT 70'ORACE 7ARO � ••‘•-•- ..'s, /"=A„ FROM JAMB(Oro BW}E OR a Z._..«..—.._-_....Y.. "" B MIO HEIGHT TO BRACE Ale w, l l C(� -"�1 as A ._ I 1 ,, ,---OCont. l \ .t (TYR.) 0 �t� /�/q�'�) i , •3) OR ti.% ONLY FON SNOB WS f% ,{� I I. �,;"..,,,51,1 . ®(®Gnnt, ) l/f .10 \,)-4.t"-`'4,44,4„.. 4;','T+INTERIOR WEB (2)3,I16.0 Fw[7`s +�'^> "` 6 MP) 1. 2SO•MAX." ,GAPF N0T5) i/� 1/4'0-20 5°LT.W/MF '-'b 01100 .AT rr�� /%/ r I I h (IkLLY-Fo4 MULTIPLE , d%' BDITDM RAIIUv 1ti 0-20 HOLT HANOI- "` 1Nmmo,WEB I ` NOTCHED AT f 0.EACH JANB'N' 1 CONCRETE BL CR 4. �O EACH JAMB CONCRETE BLOCK / `(4)ANLAT x,}:,{9'1 a1,` * LOCATION \ ,t ,�. '� REOWREO f` uuNwN4 1 LOCATION 811111111h /Pae RlIS r;„; ^ i, 411._ , BACK @ FROM `Y' �— .\I IIYB ■I V (IF t Y .1/4'0-20 THt:MR SCREW \ ? A_l�� .tJ4'0-2o MUMS SCREW(2)#1402'F:H: Ccnt, i ///J �` 6 ,” O. //// FROM JAMB(t) I f i ((2)f1402'E.H. !/ j Coal. Dent. �1/4'0-20 BOLT N/x1NCNUi To'form*WA. 1/+'0-20 894T w/WINGNUT $.5.S.N.S. Ley t/4.0 TAPCONS OR I[`r (j��{f.+Qi���'',, FROM JAMB.(-} OD , ,...-=:::.!.;,.--- .4.-1 (2)1/4.003/4-ALL PORI SCUD-SET OR ,_7f 'II" (2)1/4'0 TAPC°NS OR TO BOTTOM IENL (2)1/4'001 7/16•FANEINATE mars � (2)'1/4.OxJ/4•ALL PQM SCUD-SET OR (2).1/4.905 VI B'PAYEWAE DISERTS SECTION C -- C SECTION D - [} iii)4+iri,,,,,,,,, ALTERNATE SECTION D`-D' (RICA MOUNT) (WALL MOUNT)NON HURRICANE POSITION �\�0 i�� ,..,, /T,/-- .,:,`,..k.."7,0,* NON HURR�CANEE POSITION HURRICANE0XL MOUNT) 'POSITION _ ,• •', C ENc+ SCALE:3/8" 1- SCALE:3/a•-r SCALE:-3/8'a I. 1�ti SE`•+•' 1A 2° No.44167 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zane) o * 02017 miECO.MC. ASSA / BERTHA H.V. BAHAMA SHUTTER GRtwn By `2 "t! Vis. . CONNECTION TO CONCRETE OR CONCRETE BLOCK '/281'7 ``.. ,, l IL I E G o INC.�Nc. AMERICAN SHUTTER SYSTEMS ASSOC.; INC. OATS W/ 1 01,;SY[(� 11$4 ,,t TRW TESTING A,ENOMEERINC COMPANY 4268 HEST PAW'BEAM DRIVE J3W7 EXTERIOR LOCKING ROD ( i FIXATION 4v4 (/ ':4 ` w a u Kr.son 4N r sm wrow cvwAwWs6,,Rm�u ula 17-109 e-r4NAI.E Rm. (Fr.01:1>L.i00400mON,_1571 PFc(800)132-2204 FAA:(S01)269-BJBO R i -000671H.00+,1 6RAYlIN6 No • ..... CO-OOOG719 arc A. movro. oar 0n.0. zoom, WALTER A Owl JrP.0. no 15^00 4'/)5/Nr SHEET 6 OF 7 . _ RGROA.4.12. 44167 0 CONCRETE OR---",-.//,,,.,/ / • CONCRETE BLOCK • HEADER RCDNRED.--_ —_ / '/ 1/4'9 IAPCONS_, � I/Sd TAPC0N5_. • I/4'4 TAPCOHS ' • .(5¢SCHEDULE /(� re.. (s¢SCHEOUI£. /� .5 O .(SEE SCHEDULE.—� �/ 74 SIiE£f 7 ,)'I............./,.�I B Cont 51iFF.T 7) .�NUF.Iq.NNPNDIiIiI• /il/1,�1;: B Cmi SNEEf 7 4HIII.NIIIq.PI I�III,/I- (._ = Q', Cont. 8 , LSO �� / — W:/// JX//:7/7 I I`(4)3/16'0 / I k 814027 F.H. /:/ • (�P !01492"F.H./j r.LJMJNUM \If 5.5.S.U.S. \� S:S.$.US. //� / i / / � POP PoL4T5 FROM JAMB / fROU JAMB 1 ' I BACK @ FRONT �TO IOP RAO_C �TO TOP RAL Illi. j1111 1. } ( EiIN7ERWR WEB E)N11rA10R WEB p I `OW/WEB Dj / , NOTCHED T dJrn ' TOPCIRM v ,,,...7.,_,..„ TOP RAR(oC) h� ` TOP RAL C� ( \N). ,`\� CONCRETE OR ~� �• OR ® CONCRETE OR / �•� •`�a. �•, Q OR Ig Min.SEPARATION ^ \J CONCRETE BLOCK- CONCRETE BLOCK /,' ( ) I (SETOSCLASS l �/{{`�� w.a RECURS° /`, (EYP.) WALL REQUIRED // 1'. TIP. SHEET 7) j �`2'Ic O OR `� % \•,� E / •vy..4 • I a •� ) I i _ (2)#'4s2 (F� 5TO.5.S.M .•_....._�__..�._____..ry` I / \� MID HEIGHT TO BRACE JAW �R 81A 19��EJ TO BLAD , E(A OR� /.�I O / a / \` "Y- O MID HEIGHT TO BRACE B X77 ) �/ G� ` ,z'• ...0CPnt / •L`,;,( --J OR A // 4!'>a '{ONLY FOR 000EE UMTS) / A\-...........'--;\" (TYP') // \\• � .OR A T'' • ' 1—•(F)Cont /I �`.'"'.�.I�u�IDTcxED AT // (2)315.0.31=---- •, "—P-- (AP.) 1 ..( N.,„...' (O1AT`EOR'YULIPU UNITS) 1/4'0-20 BOLT W NUI BOTRpI RNL 0 \,\ .� 4.DW/WEB j '. 1/4.0-20 DOLT W/NUT `;\,, .•,a\ (EJINTERWR wEB �' I NOTCHED TOM iCOj. / j • l`�' �J�• BOTTOM RNL�1 II;`�j�I / © / O (� l(4)3/16'0 OOFXTI JAYS •�\ . ////:0.:;/ \� ill. \J J I. .2507 TOOL OAP-\ A1.UYINum _AI IS,,, IACATOR L^' _°' )� ' OO.EACH JAMB i ( il J POP FLVETS PACK tr TRONT —'., ,� • A , \ f I.... 7 '1 _'(\` LOCATOR -71. 11 ',IIS ( SNI /• V Y' I . -11:, . \ A'• / //,;,,/./ /// /// V I�I / '1/4'd-2a THURU SCREW 3 Cort.. / 1/4"0-20 THUYO.SCREW \\l., ! r 2 j}f4i2'F.N. I I FROM JAMB E`t Ti I cont. I ^�+ cont L1/4'0-20 BOR W/W.NDNTR TO BOTTOM RAIL ' T``1/4'0-20 BOLT W/WINOIM (2)d1402'FA. CONCRETE OR / / S.S.S.M.S. CONCRETE BLOCK---- /`/ .2)'1/4'0 TAPCONS'OR 1 • FROM JAMB(EJ' RECUIRED• I-=I:Al (2)1/4.007/8'ALS POINT SOUR-SET OR _ / ^(2)I/4'9 TAPCONS OtT TO BOTTOM FAIT C. • / - S7PONT• ERTS /// //,% (2)1/4'901 7/16•PJWEUUTE INSERTS • / SECTION D - D a4)J1'A°ir'/�:� ALTERNATE SECTION D'—D' (WALL (WALL MOUNT)PO , 5,� C1ENSF.l�9"" NON HURRICANEU POSITION NON HURRICANE POSRION A' t SECTION C C SCALE 3/a•=i• SCALE:7/B•.. I- (WALL MOUNT) ;••NO:44.167 1 FLORIDA BUILDING CODE .(Non High Velocity Hurricane Zone) HURRICANE POSITION .: ©eon mTEw,INC. • SCALE: /6' 1- - :* ( ASSA / BERTHA H.V. BAHAMA SHUTTER. DR DRAWN CONNECTION TO CONCRETE OR CONCRETE BLOCK �, --:.44- • 07/20/17 • a`(, TL E • AMERICAN SHUTTER SYSTEMS ASSOC., INC. DATE W/ INTERIOR LOCKING ROD 1�) FIXATION �",• �I A �G`��4ATAA W Toso&ENGINEERING COMPANY yST P B W LH005FSODRIA 334D7 L n mo ,.421,01,_=..... Pit(900)432-2204 FAX (561)209-8580 17-109 4-1.100:00009L04m DRAWING No EB-0006719 ., - WALTER A.TLLITT Jr.,P.E �, a0 1!-Om OIJAAT S SHEET 6A OF 7 FLORIDA Lic..i 44067 , .4 -------- -- - SCHEDULE# 1 _- --- MAXIMUM SHUTTER SPAN"L"(in),MAXIMUM SHUTTER WIDTH"W'(in)FOR SINGLE(CASE I)& 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 =_—_-_-- -- 7 ELEVATION MULTIPLE UNITS ELEVATIONS 0 ,GAA EJ : WALL MOUNT O CASE N : WALL MOUNT O CASE III WALL MOUNT 7 ___._____. .___.. __..._ --i- BAHAMA =. ----'—' j ==.—...... I SHUTTERN E I o- e ELEVATIONS II---w—I--w--'II 1----W-4---w--4—w---1 �Iw-1 I—DOUBLE UNITS-•••1 k---TRIPLE UNITS -.•i 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.) I +45.0 , —55.0 42" 96" N/A 4 5/8" II & III +45.0 , —50.0 40" 70" OF 3 5/8" SCHEDULE#2 MAXIMUM ANCHOR SPACING AT TOP FEMALE HINGES® FOR SINGLE(CASE I)&MULTIPLE(CASES II&III)UNITS FOR A CORRESPONDING A.S.D.DESIGN PRESSURE RATING&SUBSTRATE TYPE ..................................''������������ e1Tt.� . ,2' MAXIMUM A.S.D. SUBSTRATE n'T • , C '••.�--1 DESIGN PRESSURE i I No.44167 • i CASE POURED CONCRETE ; #i RATING WOOD OR •(p.s.f.) SOUTHERN PINE No.2 CONCRETE BLOCK *:9'• I +45.0 , —55.0 12 7 1/2" _`rya10,0 LVI-''..''.... II & III +45.0 —50.0 7 1/2" 7 1/2" FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) ©2072 TILTECO,we ASSA/ BERTHA H.V. .BAHAMA SHUTTER , �. /TL ETC A�M.. \ AMERICAN SHUTTER SYSTEMS ASSOC., INC. 07oTi17 71l1.17 TESTING 3:ENGINEERING COMPANY 4266 6ESTROADS ERNE WM sss ue,wA yy11,.'�s.,m twex'' (70007 Mr (600)432 BEACH,FLORIDA 33407 '"Ari 1.c ireiM1p11 PN:(900)472-2204 FAX.(501)209-8380 17-109 e-mal titece0a000n, 0040460 No EB-0008719 ouwrxa, r+rt %ALTER A.L2o Jr.,P.E. um 0.l 07/71/" 'a Tie SHEET I OF 7 FLORIDA .144167 e 4