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Home My WebLink AboutProduct Approval ..r f ° e - - e e.. e - - BCIS Home I Log In I User Registration 1 Hot Topic Submit Surcharge Stats&Facts s Publications FBC Staff BCIS Site Map 1 Links Search i Ftolida r ;;Q!Product Approval I �1 USER:Public User Product Approval Menu,>Product or Application Search>Application List>Application Detail , FL# FL8523-R5 Application Type Revision Code Version 2014 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 I Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email I 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 L7 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 12/31/2017 Validated By John Henry Kampmann Jr. L7 Validation Checklist-Hardcopy Received Certificate of Independence FL8523 R5 COI A.S.S.A. INC. C.I. DRWG.15-088.odf Referenced Standard and Year(of Standard) Standard Year I ASTM E_330 2002 ASTM E 1886-05 2005 ASTM E-1996-05 2005 i, I Equivalence of Product Standards Certified By Sections from the Code i y -^ Product Approval Method Method 1 Option D Date Submitted 04/28/2015 Date Validated 04/30/2015 Date Pending FBC Approval 05/09/2015 Date Approved 06/23/2015 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 15-088 by jambs/headers to provide Hurricane Protection. Limits of Use Installation Instructions Approved for use in HVHZ:No FL8523 R5 II A S.S.A.INC. DRWG.15-088.1)df Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large missile level"D",Wind Zone 1,2 and 3, Max. FL8523 R5 AE A'S.S.A INC. P.E.R. DRWG.15-088.1)df width is 42"and Max. height is 96"for+45,-55 p.s.f.ASD Created by Independent Third Party:Yes design load, Max,width is 120"and Max. height is 70"for +45,-50 p.s.f. Back Next ! I , 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 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: ®® sC heck —©a^, i Credit Card Safe I I I GENERAL NOTES: 1. BERTHA N.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.2014 (51h EDITION) OF THE FLORIDA BUILDING CODE. SHALL BE 1 .5/8" FOR CONCRETE AND 1 1/4" FOR BLOCK, RESPECTIVELY. 1/4"0-20 THIS BAHAMA.SHUTTER SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. (MIAMI DADE/ S.S. TRUSS HEAD MACHINE SCREW USED SHALL BE 1 1/4" LONG SHOULD STUCCO BROWARD COUNTY) EXIST: AND 1" MINIMUM FOR WALLS WITH NO STUCCO. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED.CODE, FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED B.4) IN CASE THAT PRECAST,STONE OR PRECAST.CONCRETE PANELS BE FOUND ON THE FOR A DIRECTIONALITY FACTOR Kd=0.85. USING ASCE 7=10 AND SHALL NOT EXCEED THE EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH_TO REACH THE MAIN STRUCTURE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2. BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES B.1, B.2 AND IN ORDER TD 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 b.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. BA14AMA 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/RAN 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 AIS.I.SERIES WITH 50 ksi YIELD POINT AND. 11. SHUTTER'S MANUFACTURER_LABEL.SHALL BE LOCA D 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 © UD OR Q IN ACCORDANCE WITH SECTION 5. BOLTS TO BE AISI 304 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. 1715.0.3 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 1710.8:2 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.U. 1/4-0 TAPCON ANCHORS AS MANUFACTURED BY LT: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 A2). (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.0'R.) FOR THE PROJECTT 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"m TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDER, INC. LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. - 1/4"0x3/4" ALL POINTS SOLID-SEF ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. ``p4N1HI°1 hIGI�NAL 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. `-,%N`\(ER A..... •'y�iSSIONAL ENGINEER OF RECORD THAT PREPARED IT. V- \GENSF;';��, THIS DRAWING SHALL ONLY BE USED TO 8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4" OR ? OBTAIN PERMITS IN THE STATE OF.FLORIDA CONCRETE HOLLOW BLOCK SHALL BE 1 1/4". ' = FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) B.2) MINIMUM EMBEDMENT OF 1/4"00/4" ALL POINTS SOLID-SET ANCHORS INTO POURED o: r /3": ©2015TILTEOOINC. u1' CONCRETE SHALL BE 7/8" OR INTO CONCRETE HOLLOW BLOCK SHALL BE ENTIRELY %90''•, F OF ASSA/ BERTHA H.V. BAHAMA SHUTTER ORAm4 By EMBEDDED. ' 'P ��RIOA NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 S.S. MACHINE SCREW USED SHALL�p \� 04/13E1s / ��Np:L rGNG • �L E(►C�p c. AMERICAN SHUTTER SYSTEMS ASSOC„ INC. wrE 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO. y l 'fijjjjj1it TIwT TtsnNG&ENGINEERING COMPANY 4260WESIROADS DRIVE WEST PALM SM.FLORIDA]3407 15-088 PH:(600)432-2204 FAX:(561)200-63eo w1«aoaa.n,,,t e� �u DRAWING No 106710 WkITR A 11.,J,..P.E. qD tt-rn /ILI �11` SHEET 1 Of 7 FLORIDA Uc. 41 .302' � .L. .O semR,.0.3 3' ..�'1ry"'ry,��i8J.1538"'•�'Ir R.343' n PSh. 6�iI_'_�0712- .213" 78 N" .213' 47.47. �.-�-2.88R1.. �0y1�0,G -------2.330"-- oo, : LOBOorn 319 hF3.625" -_R•125 078'045 -0S0, R.415" 10 (TYP.) 10 62 7 2.557 . 00• OS 2000. IIIjI1IlI m n _ - OAOU At HIGH VISIBILITY O 1 4" 8.0, FEMALE HINGE -1.82 o �o .�� J I----,.B2G"=--i y ,.820" o sem. -BLADE � WUVER BLADE r�� 6063-T6 Alum. AF#��6,F,dd 6063-T6 Aum. ALLOY - - O TOP RAIL/MALE HINGE DO -BOTTOM-RAIL .LJ JAMB ----2.000•---- "� VIEW Y t/4'm 1.250'—.1 1- 1.250' bP� l 1.250' - - I } I I -- { HOLES ---- EQ.. } o o . --4.000 Min.---- --.. }0. ir— 0 1--. N — �1/ _ PONG �-, 125" ci 9/76"� o 4'0-20x1" 0 a.093' ain 1 ! (TYP-) Min. TriUMBSCREW OR Q! 01? I \ HOLE ^_ 3/8"0-16x1" LONG �Az o o o ACETAL THUMBSCREW. o 9/16"0 $ LOCKING ROD AT EXTERIOR FIXATION Min. HOLE Min. ' I OCHANNE HOLE III -._—,-...-------12' -- ----...__- PRE—PUNCHED (2) 1/4"0 (3) 1/4"e -- ^ I I ,o' MIn. - HOLES HOLES CENTER MUWON I -- - - — -- o —�� 1/4"0-20x1" LONG 130`" VIEW X BLOCK WOOD } '�---S.S. THUMBSCREW OR 3/8•0-16x1" LONG Z ACETAL THUMBSCRDM. VIEWS. N HO LOCKING ROD AT INTERIOR FIXATION .085"- og GG)p50Iq9•0 ?) OCY m `tgttnuunugrri T FLORIDA DUILDING 1CODE (Ron Hi9 r tt Velocity Hurricane Zone). I 875" SERRATED TUBE J " SERRATED TUBE 940 GENSF ��' 02015 MTECO INC, u.t INSIDE ARM OUTSIDE ARM \\ _ ASSA / BERTHA H.V. BAHAMA SHUTTER DRAWN ITT CAMEL BACK HINGE =r No.44,E 67 I L ECOc.,�NAMERICAN SHUTTER SYSTEMS ASSOC., INC. 06/17/15 COMPONENTS �%�ai��F/S''•••T••/••O•��—''��Nk��:/� eTsILaUxT TESTING Gwh:rENGINEERING NwGIN6E6EwNlmIalloG GOYPAN7 ��'PFSR04D5 DRIVEP (5o�)P/1YzSEAL,RORMA 1 607 -tyi 432-204 rar (561)2G983803eo 15-088 SCAI F: 3/4' 1" 1tirt«oo.m� DRAWING NoGER-x105/19 '4r/SJO N AL E 6rAA N rLER A.MA 176170/F 1n l" a. sT m 2 or 7 ZA ORwNr 1w�) C (cor;r.) tm C/5,6�B (coNT.) �D/5,6 (coNr.) �C/5,6 woR Al (cow.) �D/5,6 U" (cavy. np.) 5 (2) #14x2' F.H. D'/5,6 (z) #14x2"F.H. o _` D'/5,6 S.S. S.M.S. � - —.�_—. S.S. S.M.S.--- °o FROM JAMBLE _ FROM JAMBL C - TO TOP RAI L iC�` - (2)�14z2' F.H. TO i0P RAL C _ T _ - _ - (2) #14x2'F.H. 1....- - S.S. S.M.S. I-- -I- S.S. S.M.S. -- .. FROM JAMBE I__ -.L .- FROM JAMB E& - I TO TOP RAIL - - T .. .. .. - � TO TOP RAIL 1,C) - I -` / / ' 2 1/8" Min. 2 1/8" Ain. 2 18" Min. 1 2 1/8- Min. GUIDE BLADE BLADE F-— ; _ BLADE PENETRAMON r PENETRATION ^ PENETRATION F^ I - + PENETRATION £ L_ r ch 0 (2) #14x2" - I z # 4. 1 x 2 w I ..11. S.S.S.AI^5. w F.IL.S.S.-S.MS. - _ - - --^ I (( w r 7 2 14x2" FROM ,ui FROM JAMB E TO 1— ''. .' - - '- - -BII.ADE A OR � TO y T l (2) #14x2" .. - A S.S. S.M.S. W BLADE OR MID T1EIGIIT FH. S.S. S.N S. ----- 1i1 E9 MIU IiL1CH 1 - O BRACE JAMB FROM JAMB T _ _-_ FROM,JJAMB TO 01 TO BRACE JAMB L._ T BLADE OA(A�Oi L J BLADE AJRtj - B MID HEIGHT 1 I ®MID-HEIGHT _ _I_ _ 1� S T N TO BRACE JAMB TO BRACE JAMB .. _+ .�.. I i + SIMILARB/4L y I B/4 I > _ r (2)#,® F.H. r- -- A/ t A/4 A + q/4 14x2•F.H. F- -I S.S. S.M.S. -.L -------- FROM JAMB 1__ -I FROM JAMB °" - B/a L — g/4 To�rT M - H� ----- ro DorroM(RgA 1.D - ® RN J �(CONT.) � G (2) #14x2'F.H.F- _ I -(2)614"2'F.H. 11; --•W (SEE SCHEDULE SHEET 7)----W- (SEE SCHEDl1LF, SHEET 7)=-W- (SEE SCHEDULE. SHEET 7) SS.S.M.S. �. ---120" Max. WIDTH FROM JAMB(E� _ D/5,6 S.S. s.M.s. C 5,6 FROM JAMB L -------- - ---- TO BOTTOM ML(O TO Bo oM HHj `� H G / WOOD SUBSTRATE D'/5,6 G •�.— "W (SEE SCNFDULE, SHEET 7) -L:_--' - -�'- _B•/4 D/5,6 B'/4 ; I C/5�6 D,/5,6 L T — I SIMILAR + - - — + --I WOOD SUBSTRATE (2) 614.2-F.H. i.. --A/ J. A/4 A/ . A/ - , (�S.M.S. 14xF.H. .. S.S.S.M.S. S M S F _ ROOM JAMD(E� • 'o o---- _..a e .,. B, 4 1 B'/4 RAIL(D)10 OM ._ _ __ ,° - -- °° -- ___ • 10DI130TTTOM RAIL (D� / r- -'I SIMILAR H A I D (cola.) H� °- G (2) #14x2" F.H. -A (2)614x7.•F.K. G 'W (SEE SCHEDULE SHEET 7)- "W" (SF.E SCHEDULE, SHEET /) 'W" (SEE SCHEDULE, SHEET 7), S.S. S.M.S. -' -__-.._.. _—_---__..__ S.S.S.MS. 120" Max. WIDTH FROM JAMB pE —- •IliolM JAMB(E) D^6 TO BOTTOM -------- ---'--- TO BOTTOM RAIL (x`/5,6 - /. RAL HJ �\ CH G CONCRETEOR CONCRETE BLOCK SUBSTRATE U/5,6 G •� —"W (SEE SCHEDULE, SHEET 7)--- `"`11H71111111P1FrrFM MULTIPLE UNITS: CASES II & III SER A:T/ZZ C/5,6 D/5,6 ��y,Q-•' CEN '-✓�'. FLORIDA BUILDING CODE (Non High Vclocity Hurricane Zona) CONCRETE OR CONCRETE BLOCK SUBSTRATE W/5.6SF 02015 aTMO INC. ASSA BERTHA H.V. BAHAMA SHUTTER D"W"4.r No.44167 SINGLE UNITS: CASE I IL ECO.IINc. AMERICAN SHUTTER SYSTEMS ASSOC., INC. a`un:1s ELEVATIONS .FOR INSTALLATIONS WITH sin `ZW �"'�OWE �i��'� `�. TisSD aT�St a.��m awesu ERc•°°a crwm,sna° M'FSf PALM BFALIL FlWitdl 77407 '� g'••........ .\`� Iwa.:IxL)nk'd-10006�9.1.mP,1-:lli PH;(WO)432-2204 FAX(sc1)z o.R X088 EXTERIOR LOCKING ROD (� FIXATION G N.T.S. ��rh//S�CiVAL�,�p�� W FL�ERr A u I•/Nla7 E. no i,-,n /u/i .,. SNEfl J OF 7 9AOR Al C (CONI.) �C/5A,6A B (CONT- �D/5A,6A O(Con) ®C/5A,6A A OR Al (B (CONT.) �D/5A,6A ��'�') D'/5A,6A (2) $14x2'F.H. ° - -'� CONT.�.) \ ° D 6A (2) $14x2'F.H. ° S.S. S.M.S _ ---° - - S.S. S.M.S. ---�--- FROM JAMB(E� FROM JAMB E- TO TOP RAIL(� _ TO TOP RAIL - (2) $14x2'F.H. -" - - (2) $14x2• F.H. f u S.S. S.M.S. S.S.el.. _.I S.S. S.M.S.I - FROM JAMBE FROM JAMB(E - TO TOP RAIL '-- -I- TO TOP RAIL>O r r 2 1/8' Min. L - 2 1/8 Min. 2 1/8" Min. L I I _I 2 1/8" Min. BLADE f BLADE BLADE - I T -f BLADE PENETRATION r- 1 PENETRATION PENETRATION r T 1 ? PENETRATION r 1 I t F i. i = J - ==E - w — J _r I - --_ T � (2)$142- _'--- -LI_ (2)#14x2- a _ T1• H S.S. FROM To (2)$1410' NFROM��E TO F".. 7 �+�� .�. (2)#14,2' __ r FJ L SS S+ -'1:FL SS...".,,xx..MMM��S W ®MD F�7(iif _ L 1 MD R J fT.L.V.E 10 (__ FROM JA7.8(E)_-TO v TO BRACE JN+® L I 10 BPACE JAMB BUY1E OR L- .. _� BIpDF.(Algt ®MD�ONI 1 - -. I ®MO.flC31f I: .. TTO BRACE JAMB r_ m�JAM3 r- I - r- i- - B 4A r-- , A/ j A/4A A/ A/ -1 2 $14x2'F.H. r- 1 (z)$14x2'F.H. r t ss 5.5.S.M.S. 1� B TO FROM I__ FROu-AMD C� • \ 1 ... • eoTro RNL(D) B/4A I- B/4A To 1scTrroM -- SIM1IAR r _ - i. RAIL H (CONT.) - O 8 _ JI _ ., -(2)F14x2"F.H. G "W" (SEE SCHEDULE SHEET 7)---L-W- (SEE SCHEDULE, SHEET 7)- --'W" (SEE SCHEDULE, SHEET 7) (2) $14x2•F.\� F-- ..II S.S.S.M.S. _ .. ss. s.Ms. - - .- TRDM JAMB, 12a' Max. unorH--- --- D/5A,6A FROM JAMBE) _ — To_80TroM C 5A,6A Rata)OM - H� D1 / WOOD SUBSTRATE D'/5A,6A G IG - - 1 ---- y —------- -"W" (SEE SCHEDULE, SHEET 7)-- B'/4A C/5A,6A D/5A,6A 8'/4A �._ u_ �. T - , SIMILAR D'/5A,6A 8 +-- + -- -a'— + -1 8 WOOD SUBSTRATE (2)#16x2-�. _t_ / A/4Qi A/ A/4A - I (z) $laxz F.H. S.S.S.M.S. S.M.S. FROM JAMB(E) JAAIBn B'/4A _I B'/4A roRAILB roM 1 t . TO BOTTOM RAIL(D�--= 9 - rD)(CONT.) \H G(2) $ta®F.H. G - -W- (SEE SCHEDULE SHEET 7)J -(2) #14x2'F.H. I-fie (SEE SCHEUUt.E, SHEET 7)- -'W' (SEE SCHEDULE, SHEET 7)--� S.S. S.M.S. S.S..S.M.S. �- 120' Max. WIDTH------ -- - - FROM', @E - ----�-- - --- —Jane D 5A,6A _ __ , To BonoM � CONCRETE / ro BottoM —_ C/5A,6A RAI (U) —�-„ H G N ETE.OR CONCRETE BLOCK SUBSTRATE D'/5A,6A h� MULTIPLE UNITS: CASES II & III C7 'W' (SEE SCHEDULE. SHEEP 7)- _ _-- `\��1�,1``Zi N.� I((��,zJip�� - - . C 5A,6A k-/5A,6A /5A,6A a P�•''�pENS •'VP9 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) CONCRETE OR CONCRETE BLOCK SUBATE 0201511LTEGO INC No.44167 assA / BERiHA H.V. BAFIAMA SHUTTER "' SINGLE UNITS: CASE 1 = � o4i1Ji15 ELEVATIONS FOR INSTALLATIONS WITH =�`-- � —: �� ECO GCO AMERICAN SH4226TER s ORW assoc:, INC. �A,E ..pp,,��, /�t� TILLT TESTING h ENaINEERINa COMPANY �w PAW BEAN,ROAM MM7 •�y.l .,• 1 .�..s,.. c._.m rra,s nom, ( ) ( ) 15-088 INTERIOR LOCKING ROD �Fi� FIXATION "%,,nFss r ' �N X8779 pit:(800)432-2204 `aL se'2� DRAWN 14. N.T.S.. '/n2jpl��(1P-,01111 Wnoonu J'..K E. a°n-.n run m �rz sNlzT JA OF 7 rte, Fes( ,q� CONCRbE HOLLOW BLOCK C p 4 REQUIRED 9 CORNER (T1,P.)� 2'x 4" WOOD._- a��y�rr��yy STUDS REQUIRED _ / ®CORNER (11,11.) _ 3-FOR TAPCONS _ TT 1#4'0 IAYCONS OR 'I3 1/2"FOR SOOD-5 --2' i,. 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SCALE,3/8. 1• O OR ® (2) #14x2' r.H. �FF�W/INTERIOR WED S. S.M.S. , S.S. S.M.S. ----- W INTERIOR WEB CONCRETE 110 LOW BLOCK NOTCHED AT IF W/ WEB 1(BLARE TrnJ / 2'x 4' WOOD FROM JAMB(E� NOTCHED AT-- FROM JAMB E NOTCHED AT STUDS REQUIRED LD)( TO BOTTOM RAIL`D) BOTTOM RNC QTO BOTTOM RAILOD BOT10M,F2NL(� 7.CORNER (Typ.) REQUIRED 0 CORNER �Typ) BOTTOM RAI, A.Ir _ `. : .. .�•. -�J i I &IDE!VRTfUTxxi :I WMF RNlTiiAT10N I - �,•. :. ,.,. .•. O 1/4'0-20 :5/16'x2 [I''. N (iiy� - LDC�T_ION .'.....•: ..l Ij .. H_�YY AL .. EW. ..:S5z/LO.1T3/IN6'0 1/9'020 S.S.LONGSLOT (4) -,xi" LONG xUM1UMTlUM8SCiLSPOP RIVETS. s' mw FROM' COM. TIIUlJBSC.R /6 o"x'2s'm .•-.. .' IAGTION (2) 1/4"O.TAPCONS UR. '(3)) 7/4°0'7APCbNS"ORL •.�' .. (2.) 1/4"0x3/4 ALL POINTS - .. .I .`' y. � ':,(3) 9%4'0 x 1 7/16' SOLID-SET OR -- PANELMATE INSERTS TO WOOD o - .: .. . '(2) 1/911 IWEL LATE INSERT • N EL ALO 4/ FLORIDA FLORIDA BUILDING CODE (Non High Velocity Hurrlcone Zone) SCALE: 4'a-'��ENSF ©eats TILTECO INC. ASSA / BERTHA HX. BAHAMA SHUTTER " DRAWN BY (yo.44167 ';*=� / L E.�►_Om N e. AMERICAN SHUTTER SYSTEMS ASSOC., INC. oATeu/Is —_ TIWT TESTING h ENGINEERING COMPANY 4268 X'FSTROAUS DRIVE` �T pF :'E�� a.» nuAwx A. wea ruN orIcN,FIoR10A 3>w Pit(830)432-2204 FAX:(661)200-8380 15-0.88 Ot !_[ Q. .-n,Aa.lae.co0ad.cwr, a onwwlNo No .•�� EB-0006718 A ''moi"��:C• O��(� WLTER 74W Jr..P.E. 1-1]r /1rt v'r SHEET. F`"' ` rLMOA I;./uIB7 4 W 7 CONCRETE HOLLOW BLOCK_ REQUIRED 0 CORNER (Typ.) 2' x 4"WOOD STUDS REQUIRED_ - 0 CORNER (Typ.) 1/2'FOR 3"FOR TAPCONS �3 SOLin. E.D. ID-S -- 2' (2) 1/4'0 —CONS OR---- Min. E.D. - (2) 1/4'0x3/4'ALL POINTS SOLID--SET OR ��H�J (2) 1/4'0 PANEL MATE INSERT i \ OR ® _ W/INTERIOR WEB 1 W/ INTERIOR WEB NOTCHED AT (4) 3/16"0 V(BV�OE T(P•) NOTCHED AT 1 RAI __ _- _ _ ALUMINUM L = BOTTOM RAIL( - _.POP RIVETS •- F _ BACK & FRO -O-- 5/16'x2' SLOT'x2" SLOT ' •`' --, f - - — ----- __--_ 3 1 4'0 TAPCONS 0 .: -------- - EL TS TO WOOD- -------- -------- I- ---- -_ __._. _.__- -------- AN MATE INSERTS (2) /14x2" F.N. S.S. S.M.S.--._.._�— �-------- - - - --- ----- �-------------- �__-- I—,---- �-. .. ��... (2) #14x2' F.H. S.S. S.M.S. ---- ---- ---- __ -----` ------- FROM JAMBQTO BOTTOM RAIL .— ------ --'--.._._..---------'--- ----- - -- ,-------- ------- �------------- =___- JAMB(E)To BOTTOM RAILQD + (2) #14x2" F.H. S.S. S.M.S. I F�W WEB - z.l/6'ua. E +D2 JA74x2" F.H. S.S. S.M.S. FROM JAMB(E�TO BLADE OR® O G / e(A�"E*(P'k10X FROM JAMD n iU BLADE.QA OR ----10'THUMBSCREW LOCATION— ----� NOTCHED AT 10.1RUN0SCRLlY wrwnON------------ 0 MID HEIGHT TO BRACE JAMB ® MTD HEIGHT TO BRACE JAMB ATOM ILO SECTION A—A CONT. SECTION R'—R' SECTION El— (E)W/ — ©W/INTERIOR WEB B (2) #14x2" F.H. wAr:AN_ 1• A GR (2) #14x2" F.H. S. S.M.S. ® E;1 'C INTERIOR WEB 1 rte) CONCRETE HOLLOW BLOCK -- NOTCHED AT FROM JAMB E IF S.S. W AT _ (� Tom') F OMS AA7D E NOTCHED A7 �' STUDS REQUIRED REQUIRED 0 CORNER (Typ.) BOTTOM RAILQ BOTTOM RAIL�) 5'.625' E TO BOTTOM RAIL(D� BOTTOM-RAIL Q—\ r O TO BOT70M RAIL(D -j `®CORNER (iyp,) 1 JI 2 PEN v 16"x2" ' z,PEN'LI . BIAOE PENETRAixN I SL/OT -- - SLOT•x2" BIME PTNEIW(PON i f .I . 41 LIN ` - - - ___a ..�•.:: xl'LONG' '�" (4)3/^16 -1/4"0-20 S.S.- ALUMINUM' .S.. .. THUMBSCREW, _ '••xl" LONG •. �`'I •'�'' POP DR livs. . �� CpjlT. a�' ..' ..r •. 'THUMBscREw. .• '. f 1 i - .._.e•Sar touiaH ,,� .J, ..'BACK & FRUM'' .. .. . 1 s•stoF iounon-- .I: •'° (3) 1/4"0 1APCONS OR-'' . .... '-(2) 1/4'0 TAPCONS OR i .. . (2) 1/4'0x3/4'ALL POINTS 1 '-, {�', 3) 1/4"0 x 1 7/16" .. '. .. SOUSETOR ,, •; j .` PANEL.MATE INSERTS TO WOOD :. . . ,. • '(2) 1/4.0 PANEL MATE INSERT u uurur FLORIDA BUILDING CODE (Non High VDlodty Hurricane Zone) EUVAMNA02018 TILTECO INC. \GENS ':'��'� ASSA / BERTHA H.V. BAHUTT AMA SHUTTER DRAWN BY F SCALE 3/8'- 1' �•� 04/.13/13 AMERICAN SHUTTER SYSTEMS ASSOC., INC. DATE TIWT TESPNG&ENGINEERING COMPANY AM WES(RG10S GRNE -p' `'�• = s ,.,.�.a.,m., a raa�I v,ac WTsi PAW MACH,(twnsA 33(07 15-088 Q"` Alss �w...:(x�y.,-,>n. :(xspn-Ivl PH:(800)4_2-2204 FAX:(561)209=8780 -mdl Llteeo0od.mm DRAWING H. EP-0006719 eevno, ^� d[ j WAL1r7(Ani Ll J,.P.E SNEEr N OF 7 4 FS''••••... ''•\.�.� FLORIDA Uc.i r47s7 'YJrTYn IT H o R l\\1\\aaa .. WOOO HEADER \ Y Ma00 IRSDUI `/ \ W000 HEADER REOIAREO —REQUIRED -"WOURM 1/4Y TA-LONS 1/4.0 TAPCONS 1/4.0 TAICONS (SEE SCHFDUIE SU..T 7) - (SEE SdR'DUIE SHEET 7) (SEE SCHEDULE SHEET 7) _.©C-L C..t C _ (4)3/16•0 f --- - 814.z'r H I` /Eau'LK kUuiNuu li% s.s. S.sus. POP RNETS :I FNOY JAMB L'L) `V FROM JANB B,CK b FROM I TO TOP RAIL(G I 1 TO 70P PAILCC] EQiIF OR _- _ 1` ° \01HURIIOR NOTaTn �\TOP RAIL I 1 WEB 6 \ `�. wn.sT:PARATroN TOP RAR 08 A OR I -To cuss (TYP) \ (Tm) I—(s`sNEs`E,"7ET)E-- \ Q�t ® II \;- �_ \\- E I 1 _ \ n FAIISTING GLASS I I yyyyyyyyyy- ---TT777��'---7y7y�yTyTy77��p��pE1�� (2)914.2'FFA.S.S.S.M.S.FROM JM9 I` O/ 0 NO HE1GH TO TO BBHACELADE r;WAB��B .\ -�-�F2RONIJAU.CF�70 BLtDE �O'I MID MOa/T TO BRME JAu3 OR I r��Dant S1NQE"WITS) ()Yr. 1 ..' ....:�,_�.-® oa U I .250•Ko1L r.TP;.; 'tJ`—Ocom. sl �� ortEaOR M� 11 ' (2)3/16•e AA__ \� (T �) I f) 1 1/4.0 20 aar W/Nur- OTLT,m Ar ' y TOP Rens - (01Y FCR YVnPIE IWIST '1 '!` ,,,_ � Erortou RaE�o� _ I I` `} ,/s•m-zo Erou w/Hvr .�.�y Fro. ewrcHm eoTTO "C""' NULpDAacu 2,x4"-- - i I I I PLATE `� s (4)3/16.0 C \(y-�11a FAOI ram ' ALUY:NUu - ` t� O VLOGTION _ 111` .( I O ) �L EACH JAMB I jC>' POP RrVUS OBAC d FRONT LO!IH10N �. 20 TNMO SCFRTY 11LI/4.0-20 IHUMB SCFEW (7)914.2•F.H. �' I ' D 1 s.§ S.U.S. 1 can FROM JAMB ca \ I - 2 16.2'F.M. Q :L L 1 -1 ro BOTTOM RAR.CD I O 9 yl 1 y /-20 DOLT W/MNGNUT � `I/4•P-20 BOLT W/MN^.NUI l ToS. S.M.S. •(�� ,: {3)1/4-a TFPCQNS OR(!)t/4•a.1 7/16• 1 ' t „ (3)II4•e TAPOOS OR(3)1/4•R 1 !/I6• TD BO)10Y WVL`� N+EIWTE INSERTS To STUD WM VTH Or vi9 - 1 ANF.2. INSIRIS TO STUD(Mm410TN OF WOOD SRO O VV y STA.2•us.NONIN4) WOW Sm O ,/ STIIo.2'I6N.NOWMAL) WYfOD STUD O / J 24-U.C-NAA(- 24'O.T 24.0.C.uAA. RECUSED SECTION C — C REQUIRED SECTION D — D RLWRED ALTERNATE SECTION D'—D' (WALL MOUNT) (WALL MOUNT) (WALL-MOUNT) HURRICANE POSITION NON t{URRICANE POSITION NON HURRICANE POSITION SCALL 3/B'm 1- SCAIB 3/B-= r ``aAaalupuT/ ,/�' SCALE 3/8-- I' ..'••••'-C4�v�''� FLORIDA BUILDING CODE (Yon High Velocity Hurricane Zone) . �,\CENSF'•.•9�'-; p2olsmTErnulc. wL_ CONNECTION 0 WOOD W/ EXTERIOR No s LSSA / Bt]tTT1A H.V. BNiAMA SHUTTER D,WI eY LOCKING RODLOCKING ROD��FIXATION = _ IL E.CO Enc. AMERICAN SHUTTER SYSTEMS ASSOC., INC. 04 BATE 73/,5 - nF •Q TI WT TESTING at ENGINEERING COMPANY 4286 WLSTROULS DRIVE 9 �'"� „�„ wFsr PALM BEACH,FLORIDA 33407 15-088 %.�.c`'• (V �P• <(.�.� A»,.: ,-,�. naam+ PM:(mo)u2-22D4 TAX:(561)100-6_&7 '�'tcS.•• RID •.•�� a-ma2:tm-ow.— o ouc OPAMNO No —FLORIDA L cDL J IP. m„-n mn wR SHEET 5 OF 7 WOOD HEADETt WOOD HEADER WOOD HLADER REGUMD FmQumm REQUIRED 1/4-0 TAPCONS 1/4.0 TAPOONS 1/4-0 TAPCOKS (SEE SCHEDULE Sim 7) SEE SO4EDULE SHUT 7) (SEE SCHEDULE SHEET 7) C-L C.L > I--@-- .7 (4)3/16-0 J14x2'F.11. FROM JALW(El FROM JAUB& TO TOP RAIL@ WK FRONT 10 TOP RAIL',q) E N.CRV.WED E XTERM WEB MHED OR A OR (TI.) To CLASS r_(ax SCHMULE OR 511LE1 CAASS rF- (2)J14.2."�FH.S.S.S.M.S. (2) L ItlyAw 10 HL OR(4 ORDAMID HEIGIT TO BRACE%9 0 PAR. CTO:eii(L-o OR ROTTULL Rl&@ F C-K (E)wfimbn WEB 1/4'-20 1 NOTCHED AT (Owy FOR WIFIE WCr* 11{ ' 1/4'0-20 BOLT WJNW- t),,,uOOR WEB G BOTM.WL@ RUITOU"L(Dl 250-UAOt.W (4)3/16-. • bi EACH K MUIN" LOCATIDN 0 EACH JAMD" POP FViEr LOCATION BACK FRONT 7 D L.•T - : ' 1` 1/4•.-2D U.8 SCREW cont 11 4.- rHW8 SCREW m F r (2)J14X2-F.H. (D S 5. -U.S. D FROUSJMB(E) L Cunt COOL \-1/4'0-20 BOLT W/�rr To SOTMU"L \.,/4-9-70 MT W/WHUNUT (2)#14X2*F.H. FR% L(E WOOD (1)1/4'.TAPCONS OR(3)1/404 17/16' TO B I OTTOW PAL(b (3)1/4_0 T�PCORS 1 7/16 KATE OR(3)1/4 REO'D PmnjAATE INSERTS TO STUD(MOVADTH OF z A -PANOWTE MUM TO STUD(M,DMCnf OF wow sm'D Q_/ STUD.2'U[N.NOWRAL) WOOD STUD 0 STUD.2'UN NQU3vQ 2r O.C. 24"O..C.M-X---' wou'RED D RMUM —D SECTION Q ALTERNATE SECTION D' (WALL MOUNT) -(WALL MOUNT) NON HURRICANE POSITION NON HURRICANE POSITION SCX4-318,-I' SCALE:3/8-- r N FLORIDA BUILDING CODE (Non Hi Velocity Hurricane Zone) WOOD STUD a Q2015 TILVECO VC. ' LAI 24'D.C.MAX ASSA / BERTHA H.V. RW" SHUTTER a""By SECTION Q (WALL MOUNT) /1—mic—0,.C. —AMERICAN SHUTTER SYSTEMS ASSOC.. INC. CONNECTION TO WOOD W/ ALTERNATE INJERIOR O!kTE HURRICANE POSITION T TESTI..-r..H,10ER1.0 COUPAW .4208 WESTROOLDS ORK ScAm;3/8-- r LOCKING ROD M) FIXATION .1. PXM26CAC41 i FLO DA 33407 1-088 (-W' t_ PN:(800)432-204 FAX 11) -_J: DRAWING R. m-0006718 WALTER A.MLIT Ir,, E. F9 P. SNCET 3A O<7 n ORTM 11, 44167 CaIVIETE CR CW00;VE MOCK HUM RMORED 1/4.0 TAPNNS / 1/4.0 TWONS._. / 1/1'0 TAPCONS (SEE( •+wmnC (SEE SCJIEWLE (SFE SC11aSUlE ON SKEET 7) rf]1 L 0!1 SKEET 7) -` /1 on SHEET 7) -•� 8 Ca,L o C - / j� (4)3/16-0 O? _8162'F.B. - C - 0142'F.H. / ALUMINUMS.NS. S RIVETS FROM JA40� FROM JAML- POPk'/� BACK&FTIONT TO TOP RNL(vC TO TDP �C -1 E FEE LYTFRIOR�"WEB__ _ _ _____ __ _ - _ ___•__ _v �--.'t 1NIFRGR NETT_. _ _— ___. _ __ CHW C � \TOP RARt T\\TOP ANL 8C) 1 4y TOP RAI" V CONCRETE OR / \ ,\, ^'�OR ® CC44CRETE OR \ -QA OR �YIn SEPARATION �. I CONCRETE ULOCK / - \ CONCRETE WALDLDCK - lU CW'S _ WALI.fffOUHRII (TYP.) WALL HEWOiED (TYP-) (..EE S17 7Uit S1D1T 7) (tr`�p, '+$. / C ty,-•a:o)\ \l \vz''��`\ _O _ _ _ VOSITNO I ' / �(2)814x2 FH SS.S.M. �FROM JAMB�€TO WFDE OR'AD 14 �_�_,• ..{2)g x2'F S.S.5.5.S.Y.. ®!tlD liE1CM TO[TRACE.JAMB \(H MOM JAMB TO HIADE OR \�\, '" a YID HEI6FIT TD BRACE.JAMB \ " ` ®) OR A _��wnL --'� � YJ FOR v+aE IVIS) \ ) ---® (1R SIB \ E R11EIWR WEB (2)]/16.0 AIIn1L-�- \ \ {IYP.) I .zw•MAX rw i cont _ �J F 1/4'0-70 Ir.1:r W/NUT- 01TOM AT 1/4.0-2o eolr wl++uT '� 7T !(I11ar FOR IrJLTv1E w.1s) .., �' Bo1roM Rnn.n / �\ 7mFRa+x}T1 NOT/N7B j \� / `j • .R )\ R�OTTOM RArL@ BOTTOM FWL(p) n CC,KREIE BI1lOR Lor(4)J/ / bGCH JAYD�• IaY ATION \ J O EAaR JAY6•PEWIRFD 21WPA11F _ — T'OP METS � ' .''� LOG1� ' / BACK&FRONT _ D - / V I 1/1._20 THUMB SCREW Cont. I j I `,.• \ 1/1.O-ZO llwve s(YEM \ , (2)111x7'F.N. / I O L(`F}Jl D BE)ss.SM.S. O FROM JAMQ Co / C'^'+. I 1 \..1/4.0-20 DOLT w/W11ONUr TO BOTTOM WJt(6) /I 1/1.0-20 BOLT w!W.NONUT V. S1 .2'F.H. ((2))I/4'o IN'CONS C44 I' FRCN JAMB( + (2)1/1'0x7/1'ALL Pali$aJO-SCT OR (2 1/4'e tAPCVNS UN TO BORON LCD) /. (2)1/a'PAI 7/16'PN41MTE M%L s (2 1/4bxO/4•ALL PaNF�EI0 SUN ON %/// i•.• (2)1/4-al 7/i6'vNiEWAIE IN5E1D5 SECTION C — C SECTION D — D ALTERNATE SECTION D'—D' (WALL MOUNT) agnuF°Haan (WALL MOUNT) HURRICANE POSI(ION NON HURRICANE POSITION ssssLL MOUNT) `�ER A: T/(�� NON HURRICANE POSITION SCAIE!S/B'x: 1• SCAIEr J/e'a1' \Q''�\GENs� ; save:s/B'= 1- V s FLORIDA BUILDING CODE (Non High Velocity Hurricane Zono) N0. 44167 r _ Q2o15 RLTEW DNC Y.L ASSA / BERTHA H.V. BANANA SHUTTER DIIAWN BY CONNECTIONJO TO CONCRETE OR CONCRETE BLOCK �' 01)13/15 :••. - IL ECO 1Nc. AMERICAN SHUTTER SYSTEMS ASSOC., INC. DATE W/ EXTERIOR LOCKING ROD 44) FIXATION �'�A.,,SS/pNALE`�G�?�` TILUT"` STNG&NGTEMNGC"yP"" (" l3Zu ARIDA 7 Ts—oas FrArrHFI)FIl I{It1e\N .-Inoa.E lutc-OW67od.emn m.r xlxsa. rte 'txu m�1xw DUVANo Ho E'.MITTTIP WAMC A Lk. Jr.,P.E. m 11-1m /D/x SHEET 6 OF 7 fLDPoOA lie. 14167 CONCRETE OR HF REBLOCK QUIRED --`j 1/4-0 TAPCONS 1/4.0 TAFCONS 1/41 TAPCOHS (SEE SCHEDULE. (SEE SCHEDULE. (SEE SaIEOWF \ SHEET 7) SHEET 7) ._l _OC t. SHM g / C /14,2'F.H. / /14x2•F.H. P RA'AS / FROMSJAM / FI20YSJAMO BACK A,FRONT TO TOP RAE FS TO Tcp NAC ft. -- E�LYIERN)R WEB IE p® 0P RAN// CHED�TME TOIm - - RAILLTJ \TOP PALL�C •2`\I aII/LNkFE OR A OR ® CUNCRFIE OR_ ,/ OR Mn.SEPARATION ASS \�"� �% COIK:REIE DLDCK \ CONCRETE BLOCK (SEE SOIEOUIC.--' I �'3 ('( ® w:w.REauwm4` \\ (T(P•)E WALL REODUKO \'\ �x \ (IYP.) 170ST210 I I / �`,•�\ O GLASS-, ,``_,• 'gin (2) IJAYB TO BLAGE®ON@ - _ (2)/14x2'F.H.S.S.S.Y.S. L — __. AA.__.). �•- 0 MID HFIOHr TO BRACE JAMB 0 WOMAH(F)T TO EIADETO � FROM �JANB 11/1 r-O _ 011 OR , � oyp (a84E QY Fal 9um) / \� -.i.J�\ ) `�\ OR A I e \ —1 F (2)3/ P At--:-_ 1/4.0-20 BOLT W/NJT— BOTTOM AT RWIS oRLnna um) 'IN RM(� t/r \.!•aR.. �\\, s-20 Bou w/Ii1R .(Lz--•...� \ E m11r-wH wLtl FW W/WEB AT .� NOTa1LD AT BOTrcu RNL(Of I v zO0 MAX GW (4) AlU RAIlYO 1 VWOOKnJ Ne \ VarA61 JAM" POP R�EfS T` LOCATgW e. BACK k fRONT /r/T I; 1 \ i e_TF1\ - I ` \ j 1/4•a-29 nuNe scRkw(2)P4.2'. Y F.H. cofi O`4 1/4-.-70 rNw"scF[W OI S.S.su.s. \\\Y D CONCRETE OR j �S Ccnl, j i _1/4.0..213 IKILI M/WINGNUT 0090 OY(RA'1 D' / I (2)N S.Ms. Cd..-zD eou w/ 1 YJ01T CI1NaU✓LC7E BLOCK— (2)1/.,.IAPCONS ON FRO JAYS�� *..0U1RE0 / ' % (2) ,/4.0.7/0'ALL POINT SOUR-SET OR I_. �/-(2)1/4'e TAPCONS OR ro eoTTou RAIL U (2)1/4'0n 7116•PANELYAIk IHSET275 fi);/4-0.7/8-ALL PAANnYAIo-unwrsR SECTION D — D ALTERNATE SECTION V—D' (WALL MOUNT) (WALL MOUNT) NON HURRICANE POSLTION `AA1111111111111F1/l,, NUN HURRICANE POSITION SECTION C — C SCAIE-,3/B v , A..T .,�' SCALE:3/B• , (TOLL MOUNI) �10EN _v FLORIDA BUILDING CODE (Hon.High Velocity Hurricone Zone) IIURRiCANE POSITION -' sc(`••:9' SCALE 3/8-s 1� 02015 TILTECO INC. ASSA / BERTHA H.V. BAHAMA SHUTTER DRAWNM4 BY CONNECTION TO CONCRETE OR CONCRETE BLOCK �:=-' = -* <i13/15 �/, IL EC O FNc. AMERICAN SHUTTER SYSTEMS ASSOC., INC. DATE �;,oS��E''�S•..,;SS•�.��N'OA"RLI7D"EPrNG,.��:�c 4T>,nLU�T TESTING Jg; ENGINEERING,COMPANY AA WFSf P9� ��MPAIM RFALY,FLDRIDA15.07 PH:(TA) 09 c=e seo 15-088 INTERIOR LOCKING ROD TFIXATION ORAWiNON. ED-0006719 errs n �•" WALTER A TKLIF Jr..P.C. dD 11-1St AS/' - 1111111111111 FLORIDA Lk.1 44187 SNEEf G OF 7 SCHEDULE#1 MAXIMUM SHUTTER SPAN"L"(in).MAXIMUM SHUTTER WIDTH"W"(in)FOR SINGLE(CASE 1)& MULTIPLE(CASES 11&III)UNITS FOR A CORRESPONDING A.S.D.DESIGN PRESSURE RATING FOR INSTALLATIONS INTO POURED CONCRETE,CONCRETE BLOCK OR WOOD SUBSTRATES SINGLE UNITS ELEVATION MULTIPLE-UNITS ELEVATIONS B :G9F.1 WALL MOUNT9 CQAIF I : WALL MOUNT B .4. III WALL_MOUNT BAHAMA I, J SHUTTER - -- : —ELEVATIONS -- - 11—w=--1—w--1 I---w---I---w--I—w _ - - - - -_—----- ---- -__ I+—W 1--DOUBLE UNITS k-TRIPLE UNC - - 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) +45.0 -55.0 42" 96" N/A 4 5/8" II & 111 +45.0 —50.0 40" 70" OF 3 5/8" SCHEDULE#2 MAXIMUM ANCHOR SPACING AT TOP FEMALE HINGES@ FORSINGLE 1��agN111+Dnp TS tlR GE FOR A CORRESPONDING A.S.D.DESIGN PRESSURE RATING I&SUIBSTRATE TYPE .�'��P�� ......A. ��T,v�°.' No.4416 MAXIMUM A.S.D. SUBSTRATE *' DESIGN PRESSURE _ �'• ` CASE RATING WOOD POURED CONCRETEOR y p7xx SOUTHERN PINE No.2 CONCRETE BLOCK +45.0 --55.0 12" 7 1/2" II & III +45.0 —50.0F 7 1/2" 7 1/2" FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) ©2m,mTEco INC. ASSA / BERTHA H.V. BAHAMA SHUTTER IL E.0 O Ene. AMERICAN SHUTTER SYSTEMS ASSOC.; INC. aonii15 TI LLR TESTING&ENGINEERING COMPANY 4268 WESMOMS GRNE ass,ar.aea v..v.as vrsr4 cuuxs Ronp,v,.s war PAW"'A"'I LORM M407 1 5-G98 PN:(5W)u2-2204 FAX:(561)209-8380 c-ma T: EB-000071 7 LR300719 mm DRAWING No W drt onnnnC4T TER&TAUT Jr..P.E �� - n4, SNEET 7 Of 7 FLORIDA LL&-0 A4167 , I► 11�-- o ® - e ® ++ � �r rM,I - BCIS Home Log In User Registration i Hot Topics J Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map I Links Search Florida 4a ;;;`Product Approval ux�USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL389-R8 Application Type Revision Code Version 2014 Application Status Approved i Comments j Archived C� 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 i Category Shutters Subcategory Accordion i 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.P.E. the Evaluation Report I Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W.Knezevich,PE 23 Validation Checklist-Hardcopy Received I Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ.odf I Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code j, I I �i Product Approval Method Method 1 Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 i i u Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection 086 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A.INC: DRWG.15-086.pdf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Level"D".Max span is 12'-7"for 35 psf FL389 R8 AE A.S.S.A.INC. P.E.R: DRWG.15-086.pdf positive ASD load and 13'-0"for 35 psf negative ASD load Created by Independent Third Party:Yes the HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-6" for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf. See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg 15-085 (top and bottom)for storm'protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A.INC. DRWG.15-085.pdf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:Large missile level"D".Max. Span is 16'-0"for 30 FL389 R8 AE A.S.S.A. INC. P.E.R. DRWG. 15-085 HV.odf p.s.f negative ASD load depending on centermates and Created by Independent Third Party:Yes locking rod configuration for the HV1 blade,8'-0"for+64,- 72 p.s.f.load for HV blade for Keystone mountings 7'-0"for +75,-75 p.s.f.for metals stud mountings and 8'-0"for 110 p.s.f.for HV1 and HV1A working in unison.See sheets 7, it and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 15-084 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A.INC. DRWG.15-084.Ddf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:Large missile. Max. 16'-0"span at 30 p.s.f ASD load FL389 R8 AE A.S.S.A, INC. P.E.R. DRWG.15-084.Ddf for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Created by Independent Third Party:Yes 12,25 and 28 respectively i Back Next I, i 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 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: ® ®® eCheck -ai©-. Credit Card Safe ' GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION 11000ME7r(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014(5th EDMON)OF THE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. A p T DESIGN WIND LOADS SWILL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REWIRED BY,THE JURISDICTION WHERE SHUTTER WILL TABLE OF-CONTEN 1T S DE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-G.ELS.USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A.S.D)DESIGN PRESSURE RATINGS INDICATED ' ON SHEETS 11 THRU 15, 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION.ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS DES(Dd[ 8Y:MUL7IPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX(ASA)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&26. GENERAL NOTES SHEET 1 _ _IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS.ON THIS P.ED..AS TESTED,WERE NaT.oVER STRESSED,A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS USED IN THOR SYSTEM COMPONENTS 1720 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CO-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V_ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED N ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER - TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE 0 10214.01-03,10715.01-03.11004.01-05,/1214.01-05,60317.02-06.10609.01-10 AND/0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E=1086 AREA 2: HV BLAB n AND HV WINDOW BLADE 1nA AND E-1496 STANDARDS(MISSILE LEVEL D.WIND ZONES.1,2-&3)h/1220.01710-AS,PER-TAS 201,203&203 PROTOCOLS LARGE MISSILE _ - _- _ ,WHERE APPLI_CABLEI -HV WINDOW BLADE ®60505.01-08 AS PER ASTM E-1886 AND EL1996 (MISSILE LEVET.D,WIND ZONES 1,2,3)BASIC PROTECTION ONLY MID 6 D725.01-88 AS PER TAS 202 PROTOCOL--- _ TYPICALL SHUTTER ELEVATION &.NOTES ON LOCKS SHEET 5 - -- INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2._HV BLADE(D AND HN WINDOW BLADE © ARE ENGINEERED TO WORK IN UNISON WTH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M.CONCRETE/BLOCK SHEET 7 3. BERTHA H.V.ACCORDION PINS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION-TO TRACKS SHALL BE 614x2.75'AND 1140.75'RESPECTIVELY,_410-HT MINIMUM SERIES CI.NTERMATE DUALS HV SHEET 8 STAINLESS SIM SCREWS WITH 135.0 ksi YIELD STI✓f 4M AND 180 k3i TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA W DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING-DETAILS HV SHEET 9 COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIED STRENGTH FOR 6063-T6 ALLOY IS 36.0 lo;AND 35.7 Tai FOR END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 . .. .- .. ... ... .. -. MAXIMUM SPAN TABLES SHEET 11 6005-T5 ALLOY. ANCHOR SCHEDULE- CONCRETE h BLOCK SHEET 12 S.ALL SCREWS TO 8E STAINLESS STEEL 3G4 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 96 la!MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE 8i BLOCK SHEET 13 AND SWILL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR NSI 304 OR 316 SERIES STAINLESS STEEL WITH 35 k1l MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:TLV BLADE(K): 12,13,14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 FN BLADE Q&@WORKING IN UNISON: 12, 13& IS INSTALLATION DETAILS S-X,WOOD SHEET 17 END CONNECTION DETAILS 7-12 & X.WOOD SHEET 18 B.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A US. PATENT 66'779,582.COMPONENTS of THS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S. PATENT 15'458,179 ISSUED TO EASTERN METAL SUPPLY,INC. 9.R:SHALL BE THE RESPONSIBILITY OF.THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS 70 BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAUUK AREA:3: HY WINDOW BLADE M ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL.SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS of HURRICANE WARNINGS HOME OWNER,TENANT.OR OTHERS,MUST PROPERLY CLOSE ALL W AND HO CENTEFWATES AND ENGAGE OR LOCK ALL FIV AND HD LOCKS AREA 4: HV WINDOW BLADEn ONLY 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE. - - - 12.BERTHA H.V.ACCORDION SHUTTER SYSIEM'S INSTALLATION SAL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMTr IS'APPLIED TO. 13. (a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;1.e:WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SEECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.E.D.,PROVIDED_ HE/SHE DOES NOT DEVIATE FROM THIS DRAWING. SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE'IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (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.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 SHV.L.SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.E.D. SHALL.BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. HH, FLORIDA BUILDING CODE.(Non High Velocity,_Hurricone Zone ,,%%PxIIEP r1a]/ - - '®2015 EASTERN METAL SUPPLY,INC. BERTHA HV TU, A TM `* 0. �'`� " I L E C O t N l:. A■S■S.A■ Accordion Shutter System !fj� 7', � Itv.13ADE#1 w/OR w/o H.v.WINDOW Ia.AOE v AVIAShulfer Systems DESMVBD14 DATE DRAWN vr:.Mi. ��0,.. lEOF ;7{` TIMI TESTING & ENGINEERING COMPANY AggpC10tI0O, Inc. _ 1 OLD 11-192 y13/15 DATE_ 4/13/15 ••: 6353 N_W.361h.St.St..3M.NNGIIMA gAFiIp S,Fi%RDA 3316 .. Ph..:(305)971-1530,.Fm:(3D5)ai1-1531 4268 Westroods Drive 2 DRAWING No lS'•' ¢-mag:GC¢¢oO¢m,com West Palm Beach, FL 33407 3 %,S%pN "G��A�.�`� Ell- 6719 4 15-085 ''1"IbA IE,%%%A WRIX2ES�UC. 4ILUT 4166E a .. SHEET OF 20 P.E. SEAL7S��f v6RE/DATE 7a/ -3'r F>ra•vmaw MADE ne VARIES 1.918" 1.491' p r 7B' Maw09 .b 1.200' O � • 0454" `' . (lP) 4_3%1'. 0'Sl• 4.385. 0 1 eS .375' • 5 HV 90• 180• STARTER �'J HV SOLID BLADE 3OQUALIFIED HV UNIVERSAL FLOATER a l COVERED UNDER US PATENT $ 5458179 FOR USE L'r/ QUALIFIED FOR USE W% HV BLADE 1� ®HV DIRECT MOUNT HV BLADE 01 1� HV WINDOW. BLADE 6005-TS ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER *SEE LIMITATIONS OF USE OF BLADE ®ON SHEET 19 6063-I6 ALLOY AND TEMPER •144• BLADE(1� 37 _ 6065-T6 ALLOY AND TEMPER _. _J,ig@�._-_ ,•SOU' o - _ 670 3.556• , _ .67q3.226' -- - _ - - - _- r' ... _ - - ___. - __ - - ?842 _ .'_ 072 _ . HV ADJ. ADAPTER WJLIP 4.436• 12' ' 1.375'7 _ - 20 QUALIFIED FOR USE-W/ HV HV WALK—OVER TRACK- (�HV. ADJ. FLOOR TRACK BLADE 10 QUALIFIED FOR USE W/ HVHV TRENCH TRACK 55 3-7�. 6063-T6 ALLOY AND TEMPER BLADE 1 QUALIFIED FOR USE W IIV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY ATD TEMPER BLADE Q ONLY. HV RAINGUARD BLADE 01 6063-1-6 ALLOY AND TEMPER QUALIFIED FOR %F W/ HV - 6063-T6 ALLOY AND TEMPER = VARIES ^ 1.9367 BLADE 1/ T' t.9i5' o VARIES 7.936' 6063-T6 ALLOY AND TEMPER _1:917•_ $ - .pe3- oe3• 1- S I .oas' _ .oe3' : --�-�-- .100' _cs3" - �, n d"i .OGD• � .093' .OGDn' � ..1 L..7._ � �- m670 11-K, 1.886" 0-Ryr 670 q .5 -- 3.529' 670 s 1 HV HEADER ILL - 11 HV CEILING HEADER �y / ��-- 13 HD CEILING HEADER/SlLL --- Q FlED FOR USE W/ HV BLADE�)ONLY, QUALIFIED.0603RT6 ALLOY AHV ND BEAMDEROONLY QUALIFIED FOR USE w/ HV BLADE 14 HD WALL HEADER/SILL: SLE SECTIONS FOR VALIDITY.- SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE(D ONLY. 6063-TG ALLOY AND TEMPER T1 COMPONENT A 0 T1rT2 IX Y _2' 2' 0.125rj7 2' S'ANX. 1/6' ' 3' 0.090' 76 2' 5-MAX. 0.192"SIDE ANGLEQUALIFIED FOR usE w IN ALUMINUM ANGLES 19 2.5' 7"MAXI 0.190• . 20 CORNER POSTS / i QUALIFIED.FOR USE IV/ HV BLADE(D QUALIFIED FOR USE W/ HV -,{--�--- ----- ------- BLADE i 6063-16 ALLOY AND IEMPER 6063-16 ALLOY L 0 ONLY TEMPER _ 'C7 2- S MAX.i0.TJ 0.131• 6063-76 ALLOY AND TEMPER FLORIDA BUILDING CODE(Non High Velocity.-Hurricane Zone � 2015 EASTERN METAL SUPPLY.INC. 1 44 r BERTHA HVTM Q� •., ENS -- ASS A F�• Accordion Shutter System 1 L ECO tr t. . . . . FLV.BADE#1 W/OR W/Q KV.WINDOW RADE American Shutter SystemsE,,N DESC IPTION oAn DRAWN BY: M.L %l/V-4— : c TILUT TESTING & ENGINEERING COMPANY STATE Of :� Association. Inc. T LLD 11-152 4/13/15 we a/1J/Ts SSSS N.W.761(. 5)7'1 705.41M4r.:(305).RO153 3]I 4268 Weslroads Drive z ' Phune:(sos)en-ls3o.raY:(3os)67,-1s3t - DRAWING No .-meu:wlecdlao cem West Palm Beach. FL 33407 3 5-085. . 8s/-1-1,NA��C`` WALTER a0TLL7TIJr.P.E. 4 FLORIDA UA.g 44167 s SHEET P.E. C'!@II 696 SME/DATE 6. — 2 OF.20 4. �-6.0� I _ _ _c gj , �+-r.�.. __ o O•h-( ,•��I��I ^, ry - $ --._- - M4'-2o.0�,1/.2'® %4'20 -DIE_G-ST 1.576' 746' 2.29' ED Iumm n ENAMEL — C3Jt- mkI 2 .745' BAKED FAINTED r-MC0DIC CASTCAST t19cED T/LWD L EX U00J c (2 TRJ MUSH WE m .062' A7$' :J16F 01.325' N. HN CfUlM _ CwtOYE PLATED) Cl HV CENTERMATE �rrn�� 's. O, —o i.Jzs I a HV LOCK ® HV EGRESS LOCK QUALIFIED FOR USE W/ HV BLADE U&®ONLY O C T . }oz}__- 875 a QUALIFIED OR USE W/ HV QUALIFIED FOR USE W/ FN 6063-T6 ALLOY AND TEMPER OU ED FOR USE W/ FN DLAUE 1 & (191 ONLY o e - -- BIADF�& ONLY. BLADE�t & ONLY. 6063-T6 ALLOY AND TEMPER �3� HV CORNER CENTERMATE VL. ED FOf2 USE W HV.DLAOE _ Q AL1FI / (�ON 2.874'-- -- - -- __ ..6063-T6 ALLOY AND TEMPER _ PLASTIC HEAD LY tA' 1.756' -.922• _4 045' - - _ - MOLDED "" -1 to JSCREW 061 0� N O o -I^v .360'AFTER RNE(INC �.�_ - r-ni ". r \°a• 6 ^ 1/4-1-20 X .3/4" BEFORE RNETING rL°°D S.S. THUMBSCREW J4 os-20.RIVNUT+ *ORFS 9441 A',U NUM(2024-T3 ALLOY)LARGE FLANGE THIN VOEL CHEM TOOTRNP PAR9PPDIY.NEW JERSEY 07054 ORAEOUAL PIAN FRONT ELEVATION HV MALE "T" LOCK UTE MATE 6- -- ..... �J KER FIV B LOCFOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ LADE DONLY HV FEMALE T" LOCK CENTERMATE ® HV �T" LOCK ® HV ALTERNATIVE LOCK 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFlED FOR USE W/ FIV QUALIFIED FOR USE W/ HV DLADE MONLY BLADE 1Q ONLY. QUALIFlED MR USE W/ Hv BLADE QONLY 6063-T6 ALLOY AND TEMPCRR'' W/HV BLADE01 ONLY. 6063-T6 ALLOY AND TEMPER 25 1.917 n T•- 917, of `� w ( 'm `-THUMETTURN -_ .4 i O i CYLINDER OR 063' .214' m� 1O v .063 '062• + KEY CYLINDER r .274' I I n� r^ �:?� ;AlH C ER 0 OC OD C T TE 0C I '° '° 00 QUALIFlED FOR USE W/ HV SLADEQ1 & A QUALIFlED FOR USE W/ HV BLADE 1 & to HD CENTERMATE'SINSERT 6063-T6 ALLOY AND TEMPER i m� 6063=T6 ALLOY AND TEMPER m o _ vnRlEs, 12'FAIN. QUALIFIED FOR USE W/ HV B(ADE(g& 111 ___ -20 S5.w+3/8'.-18 6063-i6 ALLOY ANO TEMPER = -�THUMBIURN ACLTN.THUY&SCREIPS. ±1/2' O -- CCYLINLDER (SEF.DI'.rAllS) D _._ CYLINDER 0. _ .: .. L _ 1ST Min 1.76•Mox. ® LOCKING ROD /4'0 ® HD LOCK QUALIFlHV ED FOR USE W/ BLADE Q ,,��) HV 3 375'0 6063-T6 ALLOY AND TEMPER U 8"0-15 ACETAL l3 1f4" 0-20 AISI 304 (T1'REGENT HARDWARE MOROSE LOCKS SERIES 01 (A)HOOK BOLT LOCK. � THUMBSCREWS ERIES S.S. THUMBSCREWS QUALIFIED FOR USE V!/ HV DLADEU& 0 0,/INSTALLATION WILL REQUIRE A 7/16' HOLE 1 QUALIFIED FOR USE W/ HV BLADE 1 FLORIDA BUILDING CODE(HOn High Velacit Hurricane Zone DRILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED.F N tN q V BLADE.Q1 Y � .• q� ®2015 EASTERN METAL SUPPLY,INC. ��cENSF' BERTHA NVTM' *" rirp . O �Nc. A■S■S■A■ Accordion Shutter System H.V. BAIDE#T w/CR W/o H.V.WINDOW MADE Shutter Systems TILLIT TESTING & ENGINEERING COMPANYInc. DES11-19 DATE DRAWN e4 Y.L. Sfi ; AasOciation, Ic , OLD n—isz a/13/u OAC 4/13/15 4.O••, Q•; ``. Dus N.W.34m.sl.,sm.sos,vAarrA ruel>Era,FLORIDA 131 - -' �--EL-pit 1�--r3� Phone:(305)871-1530.F-:(305)!171-1531 4268 Westroads Drive 2 _ DRAWING No FF' •.....• '�� 8lte-ft.cem West Palm Beach, FL 33407 s ssroN A`' ��'• .. 03TER - - 15-085 /7AT�Iq/nLLWLINI3 WALTER'IL TIWT Jr.P.E. 4 FLORIDA tic.e 44167 5 SKEET P.E..SEAL/SICNATURE/DATE 6 - 3 .OF 20 SHUTTER ASSEMBLY SCHEDULE FOR _ HV I HV 41 ® 3/8"SI-- 1 I BLADE .P O CE 10 i 625' 1 HV BLADE 1 40 3 i I EDCr f- 1A .1675'4 - —•-- - I-==�j ® HV BLADE 1A -�-- -- -- J 1 �-— IHV YANOOW BLADE ,0625' .pox x .0675' 1975' Y I7 � DE OENINI 0625HV LONG RECESSED NYLON BUSHING BLADE'S -gF (TYP) o.ps75 r _ Q HV SHORT RECESSED NYLON BUSHING �� ,,,......_� - �a= I MT POHDON RI 750 ® EN NYLON HAT WASHER O OR ® a I 1 .y ' 4_t I i --pF 1FAlat {� 3750' ® HV WHEEL CARRIAGE AI51 302-303 SERIES I I 49 '0 40 n ` ,µ .16750' X 0.870"x3/16- THICK-NYLON WHEEL. Hv xTHoow --2 7/B'LUN. -- -- I ..A.._.... -13 150 _ _ -CLEAR __ - - - - 0.1BB"e AISI 302 SERIES S.S. RIVETS "-' V I { oErWFFFIN .Ofi25'= 0675' I ... 03.7500' ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD * EXTERIOR i ;I j - oPEENI BLADE 1 -5 3/4' 0 11 Y-Y J . .�.�_ ' IERS•u ®• ..hN 2 3/4"-ACCORDION PIN IV/ #8 ON C .7500' HEAD * I tl I - 41 -S I_, o IIT =-2 1/4' CLEAR ® POLYCARBONATE IMPACT RESISTANT HV WINDOW i `1 I (BETWEEN TYPICAL HV WINDOW BLADE AND AND I I' G ! 3 l t�=� - '� T s POLYCARBONATE HV WINDOW DETAIL - 3 OOR ® 4 or �3 n L' u.r.S. ® ((SEE NOTE FORII I ., .- kEOUIREMENTS) I (DOR ® 1 *POLYCARBQNIMPACT RESISTANT HV WIND BAYER MAKgOLON 3103 POLYCARBONATE 2' CLE' RESINS; UV—STABILIZED GRADE OR SABIC PIN kNTS AT y --� ---- - -I TO BLADE u INNOVATIVE PLASTIC LEXAN 103 RESIN IGS I 1 (D OR ® I -' � (SEE NOTE ••F ON SHEET 19). W04K (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR ®- /� I BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(DOR NNS POLYCARBONATE SOURCES FOR 44 HV (9 BLADE. EXTERIOR ,M� ,E TYPICAL SHUTTER ASSEMBLY N.T.S. . !HV PIN O2 OR 4. AT Rv[Imee IomMA 79>OGV (2) HV PIN ® MAY BE USED IN LIEU OF AND ONLY AT EXTIORr �"� EXTERIOR BOTIOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV1Q 10324' BLADE'S KNUCKLE. 1 eBaaul (SEE NOTE s FOR sPEanc awv 1Y AM 0792 o.aa 6A� a1%e!' BLADE WHEN CORRESPONDING TO INSTALLATION "Il", SHEET 7. y .a 3 REQUIREMENTS) �""""="—' II o . lEN4lE TF30 511RNCIM ISf11 OGSH 9.400 D.+:. 9SOD—L TYP1 STTaNGDI Al Yate Am D?" IZOW Da.;. "\, P.1 (3) HV PIN ©OR ©W/ 1/2" O.D. 1/16" THICK S.S. WASHER O \ �2 I ? sii FLEXURAL.100&Ab A41.DM 3401000 P.J. 3U,0DO D.. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. 8`p I�I I Dred SHEET OO N31anD am ASM D25G 14 rr-mf n n-o! It I Fore me.P.n n1iY6--•M'?�'!c, WHEEL CARRIAGE DETAIL W n1ONE Dt 7 T NTN 1. .1,, p,,g, ASSEMBLY LAYOUT lure a 9uRNPF Asw o935 o-1 awls o-1 cuss SFIF r9o1p11 M.DIM low T 990-F RFAIliBNP. ASTM 6155 1EN41P SWINMI APTM.CAn ASTM 619 9307 Py. 010'aI. (1) HV BLADE SOLID & fA HV WINDOW BLADE DETAILS '°�`SDtEw Bar°N"° °"° ASM 6M 946,°", i6R0"° N.T.S. FLORIDA BUILDING CODE(Non High VelaciLy Hurricane tone 0�R �I4 0 2015 EASTERN METAL SUPPLY,INC. ,:,-\v............ BERTHA HVTM '.�-.. A Accordion Shutter System L ECO INC- SSAH.V.BLADE#1 W/Oe W/O H.V. IMNDOW BLADE Amer(cgn Shu$er Systems 4EV.th DESCRIPDON DATE DRAWN BY:.M.L TILLLT TESTING & ENGINEERING COMPANY 13 ATE'Op eau N.W.3611,.Si..sa_3m.VAi GVmENS.FTORMA 3318 Association. Inc. t OLD 11-192 {/13/15 wte. 4/13/15 '�4 P 30 ww:(305)871-15 .Fe,:(305)871-1531 4268 Westroads Drive z DRAWINC No FS .• ORIDP , 'c`�.`� —4:!atico09o1.G0m West Palm Beach, FL 33407 3 15-085 [P.E. A *III ENS';,.\"- W LIF iF A0700LLIT'Jr.P.E 4 URE DATE FLORIDA Li..p 44167 5 SHEET e 4 OF 20 m � *NOTES ON HV "LOCKS AND CENTERMATES: • B ' • �,�y°1�'®� 1. MANOuOORY CONORION i1e ONE FTV LOCK®or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR B OW f2 OF SHUTTER SPAN FOR SPANS UP TO 105'.AND FOR INSTAUATIDNS AT ANY ELEVATION. HV LOCK(2 or�y MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHEDTO�1 OR _ CENTERMATES W/(2) 1/4.0-20 x 1/2"LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 05 .`/o� 2. - •IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES. UP TO TWO HV LOCKS�9 ; .§OR( MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES ® OR Q,SHALL-BE AS INDICATED ON NOTE(1)ABOVE —197 LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. me-NVD -- - --- -N 3. OPTIONAL CINJDITION NAL!D ONLY WHEN YANnATDRY CONDITION#1 OR LIMITED MANDATORY CONDIDON f2 IS USED W/TMIO H.V.�LOCKS�. LOCKING RODS `)ARE NOT REQUIRED ATURRICANE POSITION, BUT MAY D - BE-USF[) - - -- =�4 aR�S�ax�DR�S��4�- - - - - '-- „41°'i2�--��"- BE-USED IF DESIRED TD-ENHANCE_-3HUTTEF2_PETTED.MANCE. LOCKING-RODS _OR AN ALTERNATIVE DEVICE _ MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSBTON). - - _- - - - - - - 4.MAMATDFnr CMXMN JL-ONE HV LOCK SHALL BE USED A7 CORNER CENTERMATES FOR ANY SPAN _ _ a AND INSTALLATIONS AT ANY ELEVATION. HV LOCK or 0SHALL 8E USED AS AN OUTSIDE OR INSIDE LOCK. ATTACHED TO Q-8'CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2' LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS Noe-Nvc AT'TOP& BO OM SHALL BE.USED."LOCATION-OF LOCK SHALL-BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. c sft 4 � L� _ R� 5. _ 8 ,:1,349ceryl 3 DB_Q_2 ONE"ALTERNATE HV LOCK gI)MAY BE USED IN LIEU OF HV LOCK or: FOR ANY SPAN AND INSTA(lATI0N5 A7 ANY ELEVATION.ALTERNATE LACK. MAY BE USED AS AN INSIDE.OR OUTSIDE LOCK.ATTACHMENT OF 1/4'0-20'x3/4'S.S.THUMBSCREW TO V1 OR 0 CENTERMATES SHALL BE MADE lv/ 1/4'0-20x3/4'ALUM. NICD-Nv° I L`g� RNNUT AS SHOWN ON SECTION WE. SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. .8. MANDATORY CONDITION ONE HV LOCK® or 0 or 0 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP 8' TO 9 ,AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK�3 or 0 or 0 MAY BE USED AS AN INSIDE OR i OUTSIDE LOCK. ATTACHED TO®or 0 SYMMETRICAL CENTERMATES W/(2) 1/4'-20 x 1/2'LONG FLAT HEAD S.S. SEE END --- M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS D�W/ CONNECTION I OR(15j TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS W X " SHEETS TYP�.'F 'r °FULL 1 1V' HEIGHT. I' --�` *NOTES.ON HV " " LOCKS AND CENTERMATES: .. ,.---- -. ---- --- OF CORNER 1.R<COND'ALTERNATE TO MANDATORY CONDI .. �t VALID ONLY FOR Hy'T'LOCK M_AND CENTERMATES 0 AND / CEN FERMATE J (� 1 ONE ALTERNATE HV 'f' N.ALTER MAY BE INSTALLED IN U S OF HV LOCKS�q OR�FOR ANY SPAN AND w 8 d+10 1 I STALIAIION AT ANY ELEVATION.ALTERNATE LOCK� Y BE USED AS AN INSIDE OR OUTSIDE LOCK..ATTACHMENT (.'� OF LOCK @ INCLUDES USING REINFORCING LOCKER @. AS SHOWN ON SECTION HW. SHEET 9,WHICH MUST BE. 10rn�J•VJw�+�° ----� CONNECTED TO CENTERMATES 0 AND @9 W/ 1/4'0-20 x 1 1/2'LONG S.S.THREADED BOLT W/7/8'0 x 3/32' „�-�� WUJGNUT OR W/ 1/4'0-20x1'S.S.M.S. INTO A 1/4'ox 5/8' RNNUT.LOCK MAY BE INSTALLED AT MIDSPAN OR 12' J`O`�'"©`O`L'9'04 MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS®TOP AND BOTOM IS MANDATORY. Q)• I�8)GR @-C-3)-1 e•fl��i 3�•64 •NOTES 2N HD LOCKS & CENTERMATES: 1. : ONE ALTERNATE HD LOCK(T) MAYBE USED IN UEU OF TYPICAL (1) HV BLADE SHUTTER ELEVATION KV LOCKS(?j OR FOR ANY SPAN AND INSTALLATIONS AT ANY!ELEVATION.ALTERNATE!9 LOCK�q MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACH (33 ATTACHMENT OF HD LOCK TO Cid IS W/3#8 x 3/8'F.H.S.S.M.S.,AND INCLUDES REINFORCEMENT INSERT a AS SHOWN ON SECTIONS HDB-KV9.AND HDC-HNC.SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12 MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS 0 IS COUPLETELY OPTIONAL FLORIDA BUILDING CODE-(Non High 'Velocity Hurricane. one A. ` ®2015 EASTERN METAL SUPPLY,INC. :Z,? ��cEnrsF .�'�= BERTHA HVTM !L E C O �N�. A■S■S■A■ Accordion Shutter System' H.V.BLADE#1 W/CR W/O KV. WINDON RADE *__ Amerteon Shufter Systems v. DFSCRIPTIOY DATE DRAWN BY: M.L. TILUT TESTING & ENGINEERING COMPANY o STATE OF Association, Inc. + OLD 11-192 4/13/15 DAIS 4/13y15 Z 9•, -(t' g Gass N.w.scm.se.,se,.sos,w+cau�cA!mD�s,RORX>A 331 4268 Westro0ds Drive 2 _ -�•-Y� R Ah'.. (305)B71-1550.Fox:(305)871-1531 DRAWING No a- A:G1hco0ool.com West Palm Beach, FL 33407 s ��'''as/ONAL�N�:•```�` WALTER .71LuiT',si,.P.r , 15-085: P.E. SFI�L/'31GN!l1U�FE/DATE ROR.OA Uc.®,N 67 6 SHEET T OF, 20 NCRETE ANCHORS POURED CONCRETE OR CONCRETE BLOCK POURED (SEE SCHEDULE ON POURED CONCRETE- SHEEP 1J REQUIRED 1/4"P-20x3/4'S.S. CONCRETE REQUIRED ) CONCRETE ANCHORS MACFi1NE SCREWS REQUIRED FM (SEE SCHEDULE ON W/,/4'120 CONCRETE ANCHORS f 17 18 �.YSIOnE(SFE NDUMING TU!ON StIEtT 1) SHEET 13) NUTS O 12'O.C. (SEE SCHEDULE ON SI!EET 13) , 1• _1" '- Min. -1/4"o-2Ox3/4"S.S. M. 12 OR 14 EQ EQ P-� MACHINE SCREWS - — USING 1/4"-20 NUTS t/ 19. 2" __ I U 12'O.C. I E. 0.4 /2. .250"Max. -- — 13 OR 5 --13 It 15 0113 250• I I I O I .250"Max. D/ I I Max. I E. I I D.• `r I OPTIONAL 1wt sPuantrt _ I I TO aASS(SM. - - -_ _ _ _ _1 - _ _ _ _ _ _ _ __ _ _ _ , GLA F'Il fzfi FV,REgww SAD COR i I _ _- �ST1NG_ MIN. RE13ULESEPARATION'(O SHEET It)---- GI t SO7tAllC Fat 1 1 - ®♦ I I - -0 GLASS (SEE SCHEDULE ON SHEEP i i)--� T Rte,- EXISTING I B/ctS lDh�t9 I ; MIN.SEPARATION TO GLASS CLASS---i L EXISTINGI`(SEE SCHEDULE ON SHEET 11) �HV WALL HEADER INSTALLATION - v—' 11 HV WALL HEADER INSTALE.eTION ��' HVXALL HEADER INSTALLATION + KEYSTONE �--- -- - -- - .-I MIN.SEPARATION l0 GLASS rH IXIS&GG_ t - 1 OR i I I II 1 rJ(ISTING (SEE SCHEDULE ON SHEET I i TO cuss(SM I I I -'� MIN.SEPARATION TO GLASS i GLASS �RDLLE GN S14Ei —(SEE SCHEDULE ON SHEET 11) I `11 FOR RAOE yMD.._ ! ON 9FF.T IB FCA OPTIONAL DURxSmR� fFH�rIr71FL ('(at.1N( G -~ �• �" ;i i i -,,a. III ii. i; I L • Mox. IFI I I 1/4'Max. _ I/- OPTIONAL i— —13 OR 15 E.0.. i 1 I \ I I I I /2" - _ Q E - 13 OR Q f t- // hin \1OR/i-1 E- i / ;_._ \�.-.1/4'0-20x3/4"S.S. v --- HILLIPS LE � PHILLIPS TRUSS SEIYS HEAD _/. 1 CONCRETE ANCHORS .TRUSS HOEAD MACIIINEPSCREVIS - - (- SEE SCHEDULE ON 4 --- CONCRETF.ANCHORS 1 _ 1/4"-2D NUTS® 12"O.C. ( W/ i/4"-2o NUTS O 12'O.C. (SEE SCHEDULE ON SHEET 13) 1 Min. POURED CONCRETE SHEET 13) POURED CONCRETE OR CONCRETE-BLOCK OR CONCRETE BLOCK ( / tC,pNCRETE ANCHORS REQUIRED WALL REQUIRED OD HV WALL SILL INSTALLATION / (SEE SCHEDULE ON HV.WALL SILL INSTALLATION POURED CONCRETE- SHEET 14) OR CONCRETE BLOCK WALL REQUIRED Lei HV WALL SILL INSTALLATION yOIE FOR COMBINATION OF^.EGRDN$: INSTALLATION DETAILS W1 1- SEE SHEET 4 FOR TYPICAL SHUTTER • E D z EDGE DISTANCE F-J-,-!�- - -0111111110,— NI TALIONS OF USE FUR ASSEMBLY (SEE SPECIFICATIONS ON SHEET 13) ON SHEET 19 C1� H V BLADE I IN ANY WANG SECTIONS CAN BE COMBINED IN ANY WAY 10 SUIT ANY INSTN.IATION. FLOWA BUILDING.CODE(Non High Velocity Hurricane Zone A. ••�� . 8 2015 EASTERN METAL SUPPLY, INC. Ns�' �9-, BERTHA HV TM _ y LS S A Accordion Shutter System I L .E C O um,- A. . . . RV.aADE#1 W/OR W/0.KV. WPOON BLADE American Shutter Systems REV.N 0E661NPRDN DATE ' DRAWN DY: M.L l TIWT TESTING & ENGINEERING COMPANY F •'�` Association. Inc. 1 OLD 11-192 4/13/15-DATF, 4/13/16 6363 n.W.]6N,SL,Ste.303,YBGM GARDEN:;.FLORDA 331 4?_88 Wc;troadS Drive z Phony:(305)071-1530.Fax:(305)871-1531 DRAWING No F• (� y-,n�a:w!«ooad.00 West Palm Beach, FL 33407 3 11 LV�••:•••••Nv�SS� EB-0006719 4 15-085 *,',,fill, SLE,',� WALTER A TILLR Jr.P.E. S SHEET FLORIDA U..1I 44167 P.E. SFAL.y9&A"TURE/DALE 6. .. 6. OF 20 . CONCRETE ANCHORS - .. 1 ♦ i 1 WIL SEPARAt1IX1 ___�( _O POURED - I NO gSS(SEE --{�OR A,9 I t CONCRETE (SEE SCHEDULE ON SHELF 13) t ro LILE O(SEE 1 't 1 IXiSRNC I ' ' 1 I is tiAss REQUIRED =}111 Fall BAD(Dw,a GLASS--j a i(�S w i t)C y EDGE OF } i un aPawlaN _ RI SNET t8 fTx _ E. ---SUB IF m aw•s y .0. APPLICABLE EXISTING °i'°1.5�4`� r^DAN SIM IT)It ' GLASS i ALTERNATE i i i i ) i i \ i i EXISTING 1 E ANCHOR CLASS i 1 ✓ } LOCATIONi i i i ,..I 010x3/4°HEX WASHER HEAD 1 1 OR 13 OR1 S o 3/e NSN. TEK SCREWS 49 12"O.C. EDGE OF i 3/8 NIH CONCRETE ANCHORS $ £ r I} ©t 7 I (SLE-SCHEDULE ON SHEET 13) E ' 1 ._EDGE OF U(CLASS EDGE OF—'( X11 - j SLAB IF _ O. GLASS i SLAB O /1/2 .-1 E A IF 1 - Mtt� � APPLICABLE _..E,Q•. ..Ep, N,�CAOL POLIREDJ FLAT FEAD CONCRETE ANCHORS POURED CONCRETE D. REQUIRED (�E SCHEDULE ON SHEET 14) __ _ _ __ - _ -� tyEg � ___ _ ♦-T,°URIED--._ - -. _ __FIAT_HEAD CONCRETE ANCHORS 0.RtEr T9 _ _ Irat 1 OR 9 CONCRETE _REQUIRED _ } WIRED E.D.s--._ � (SEE-SCHEDULE ON SHEET 14) _ _INSTALLATION— I1 .TRENCH INSTALLATfON-- CIA's CD RE - VALID ONLY FOR UP TO +70. -75 PSF A-S.D. 0 HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING&FOR SPANS PER (K HV FLOOR INSTALLATION t SCHEDULE 1t3, SHEET 11 V HV CEILING INSTALLATION - .... _ .-__ CONCRETE ANCHORS _. i uN3Er++•Ariv1 �}i (o�n smrm r0t \ I ImA 9PA1Ai16N ro aAssr IEXISTING (9(.S[E.E306S9C0H[DoUn ONO A 1/4.0 Rx amDEX TAPOON W/SHEET15) ADVANCED T14VO M /OR i4EXISTINGEXISTING T[cN%xOPOWERS 7H 9m t0 I o-1/4 " CASS �' FASTENERS TAPPER+MICHURS W/ MAX DaSTING CRASS QS1 3/4'MN ETDfDMNI O GLASS . _I FUR UP TO 6'-0'SPAN MSI 111 'I O.C.FOR tr- LARGO THAN 5 lJ UP TO 11 1I 1/4- SVIANI A"D1111 P'ASITT4R 1FM ' (TTP.)(SEE no1E tt ON s¢r 1L L 1/2• } •S /� p• 010x3/4"HIX E TUR UA91Mi05 3/8' _ ..__f MAX. i v OR 1 S 'j '}—1 WASHER EVIS CM. SEjy1y((._r 1 } w i v 1 1rw a 1 ,O.C. _ } 014x3/4" REX HEAD �0 12'O.C. 08 .� N 1 3 0' I• 11 - � .- 1/4'-2O.3/4'ss Ns TIX SCREWS®9"O.C. CONCRETE l�VCHORS _ _ 6_ •O f._ /-114x3/4•S.O.S. I _ I 1 '} 1/c J A'•' —USrIG 1/a'6-20 IMS OR 1/4b-20*S.1. M.S. 1 / 0-9"°.C. -- Max. i• ,• / 0 17"0.4 LY/NUT d 9"U.C. f-(SFE SCHEDULE ON L r- 1 .- 1. j SHEET id) O i I OUSTING NON STRUCIVwX ._.T.�T�... _._ 75— W/ 7 act 18 1/2". __ 1•_ 17 18 �' 2.OD"MIN. WALL 1Hav(CECOINTNE ' N I EDGE OF .1:•- E.D. }� l SLAB IF �L \ 114x3/4'r.H.S.D.S. MIN. POURED CONCME 1 7 0" --- 1 7/8" ' APPLICABLE` Y - ._ `_ - \ u 9"O.C. RECOWm / ' CONCRETE ANCHORS SEE NOTE 13(b) ~ •• v -- .° POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 SEE NOTE 13(b) ___._ D. _-_ —-- �- - OR CONCRETE BLACK SHEET 14) POURED CONCRETE ON SHEET I ' OR GOND OR CONCRETE BLOCK REQUIRED 0 KEYSTONE MOUNTING INSTALLATION OPTIONAL POURED 1 VAll4MLI ASD.pESPAI P8'-O'riE.'t64,-72 Of coNcrsETT-- �/ HV WALL FLOOR INSTALLATION (L� HV WALL WALK=OVER. INSTALLATION YAxA�6M 9MTDt SPAN 0'-0" REQUIRED (� HV RAINGUARD INSTALLATION t 11= HIS INSTALLATION SHALL NOTE FOR COMBINATION DE SECTIONS: t ORENOVABLE WHEN PERFORMED A E. D. = EDGE DISTANCE ♦ SFE LIMITATIONS OF USE FOR I-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFrAT1ONS ON SHEET 13) AWACENT TO AN OPERABLE ExR OR ENTRANCE BLADE 1A ON SHEET 19 INSTALLATION DETAILS W/ �) HV BLADE ASSEMBLY Nm" CANBE COMBINED ANY MOUNTINGTO SIANY INSTALLATION. FLORIDA BUILDING.CODE(Non High Velocity Hurricane Zone A.11<<�T,�''� 0 2015 EASTERN METAL SUPPLY.INC.. . P� BERTHA HVTM "SF A S S A Accordion Shutter System Aln 1L ECO HMC. ■ ■ ■ ■ RV. RADE#1 W/OR W/O H.V.WIDOW OADE American Shutter Systems IEV.Ift OESCMPIICN DATE DRAWN Bf: NJ_ a'• ENGINEERING COMPANY TAT OF TILUT TESTING & :�` An, Inc. 1 OLD 11-tee 4/13/15 DATE 4/13/15 w55 W.saw.x.Se..3(Z.vBaNw L•Armo+s.EtORan 33t ssociatio4268 Westroods Drive 2 Pnon6 (305)871-153a.F6x:(305)871-1531 DRAWING No --A:tmK6o66L.w„ West Palm Beach, FL 33407 3 /�i CCS`''•..._••.••N� `` EU-GW6719 4 15-085 'Ag7jJfS/OVAL it``p`` WALTER A.TILLTT 3r.P.F P.E. S�iL11 Tel URE DATE FLORIDA u.1 4a,s7 ` SHAFT OF 20 SE END WALL CON IONSEE NOTES ON LOCKING RODS HV LOCKS(D or 2® 5. OUT 9Y IN f INSTALLATIONS. W�. 1 HV **µ°C SLACK DITV LOCK®ON SHEET L l70STINC CLASS BLADE SLACK DLTAII INF IS VALID FOR ALL BLADE W HV ENTERMATES L'FJBENMAfES APPLICATION WITH DLADE 1o OR SEE END WALL. CONNECTION 10• «©`®«©`®°P f- EXISIING GLASS DETAILS ON SHEETS 10 & 18 2'az'z1/a'xo'-2 I O•©8«O-,Q3«19• 3 1/4- - 7" -.. _ 6 1/2- /2 - -- '- --_.7'-'—_- (6063-T6 ALLOY)ALUM. ANGLE W/(7.) 1/4'P TAPCON 1/2' OPPOSING SYMMETRYCAL «©'® ANCHORS TO CONCRETE - CENTERMATES CENTERMATES (TOP/BOTTOM)& - I _/10.3/4'S.M.S.u 12' MIN.SEPARATION - (e)g1o.,/2esuS.Io TUBE - i D.C.Fuu.LEnclrr, W/ HV LOCK 4 or Wf HV LOC_ K o AT UCH ANGLE (TYP) - -- _ * * - - -- __ --_ - ..-- - -- ,*-- _. -- �_ -- ----�oslsiet�Tt�j 5 _-- -- -- ® � 35 - -- I � -0- O z 3 �- -- HVQ HVA HVB ©°R®°R©`O°PO°R10,®ce CONNED CONCRETE OR -�� EXISTING CLASS CONCRETE BLOCK WALL QU _ficSMNc SYMMETRICAL IN _�`(�7 '©« 6 '�'®" /I CIJIS$ © O O ® ® 5 * f MIN.SEPARATION 8 8«t9• 3«1 5 \_EXISTIN �' CENTERMATES E_ ©.O«t©•©8«®•�7 « To class Jc GLASS m CJ * (SEE SCHEDULE W HV C 6 OPTIONAL ON SHEET 11 MIN.SPA TION ©♦ ® Q ®- Z ..___ ____ TO GLASS (SEE SCHEDULE ON SHEET 11) (INTERIOR) / _ _ ___._--.—_ ___-_- __ -_ .__—_ —_—. __-___ ___ � _ - 0 U T - CONCRETE -© - T 7 i-. ANCHORS 16'O.F 0 m ®__ - * _ _ S3) vnA1ES - _ 03 OUT 6 1/2"MW(. SLACK OUT * (UMRIORR)) HVE HVF** — - HVD FLORIDA BUILDING CODE(Hon HigtT Velocity Hurricane Zone 'N\111111117111/1J ©2015 EASTERN METAL SUPPLY,INC. �.•••...�/r,;;, BERTHA HVTm ' "� IL E C O IIMc. AC�rwonShKttey�mASS A.S.S.A. jRW/O Va� TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EV. DESCRIPDON DALE DIUWN Br:. M.L. - Association. Inc. 1 OLD-11-192 4/13/15 DATE: -4/13/15 o'• STATE OF a 6,=N.W.36th.St,519.305.MG RI4 O.ADOG.KORMA 331 4268 Westroads Drive z meq-. Phone (305)971-1530.Fax:(305)971-1531 DRAWING No _61:un«enad.rom West Palm Beach, FL 33407EB- 719 3 15-085 JAL`` `` WALTtI1A MLLIT J4167E 5 SHEET {tiLV(IlC1�tE/DATE 6 8 OF 20 ALTERNATE INSTALLATION W HV "T" LOCK ft HV MALE/FEMALE "T" LOCKS CENTERMA S 8 4 LOCKERS WZ 1 HV BLADE SEE END CONNEenoH DETAILS ON.SHEETS to le INSTALLATION n HV BLADE oUT • )N '��°�1NC �[oRADN D,AI MYr.PGKA,FD ON:SfRET W&HD HD CENTERMATES �n® O O �•®m AS CATSEIL AS UTHIS SHE T."y1p BIADE�DET1uC M00-MVO. - - n 6 7 n 8 a 1 bNIGTED ON THIS SHEET,WT BE MID M:TM ns ALT[ INST TION'DETAA 11Y0 v+'MI w TIQS S SEE END WALL COHNECnON- 10•®m®:�n©L®n DETAILS'ON SHEETS 10 k 1B� 00 MEN./TME' 1{0 f9PaaT[ -� o©•® (OPTIONAL) (4)/IOa1/Y sua ro Tuo[l I -If�3/a'sus,o Iz' O.C.IML I NGNT. IK I1� Ai F/{M ANtpE(TYP) I N (4)M.V. _. (.)N.v. 30 HV T" PINS(1YP.) ..,3/.- PNS Cnp a (sa 9oE0'iAi i Pts' 5 3 LOCK-:(INSIDE) - O --- - :_::_. _ ws•zr 11 OUT 31 oM 32 33 31 oR 32 31 oM 3© 35 ",@ OR D21 2 1/4" 0-20 x 1 I/2" S.S.M.S. O - (unr�rA1I se[Note 6 MR NV Locx®• © W/ 7/8"0 x 3/32" WINGNUT. (oPTIO1A1)HDB-HVB OUT HDC-HVC F LOCK.ON s1EEt's. SYMMETRICAL HD CENTERMATES 0 HV "T" LOCK (OUTSIDE)-//U OUTSIDE) 2 SYMMETRICAL HD CENTERMATES W/ Q! LOCK (EXTERIOR) W/�'40C 1 T RIOR t SMCS 9444 AWIAI U HVG* (2124-13 A1LOY)VNCE FUNGE MVm®n©'O.mO 1a•®"' SHEET ANMVISERT.PART 1 0820. la.®yl®' x .©'®m AS 1UFACTURED HI AIDM CIOM �:l-' T17GOM,PMRSOVOIY,NEW JERSEY ©•O•0-6-0•6- 07054 OR EQUAL —© *SEE KOIES ON toC 8005 B&N6®I.IX w%CET 5 **OCAlA IIOAIH &ME®OrW M00-MA IS V.•LO IZX:NL CGDOWnS Af'151UIWH5 VIN 91'DEQ HDD—HVD** FLOATING STACK FLORIDA BUILDING CODE(Non High Velocity Hurricane tone A.jQ(/T� ®2015 EAS(LRN MEIN-SUPPLY, INC. BERTHA HVTM A S S A Accordion Shutter System � - 3 IMIEC E C O SMC. . . . . KV.BADE#1 W/OR W/0 KV.W1waW RADE American Shutter Systems Rxiv.ft DESCRIPTION I GATE IDRAMITY. Y.L. T1LUT TESTING & ENGINEERING COMPANY %'a'• STATEDF Association, Inc. f OLD 11-192 4/13/15 DAIL 4/13/15 .fj••• .(�` EYu`N.W.San.9l.Ru X5,VWGM GARDENS,F1.ORDA 5316 4268 WP-Straad3 Drive 2 Tnroc:(3o5)a71-1530.rGA:(3os)s7t-1531 DRAWING No F ` "-ii:RNeoseuoi.-," West Palm Deach, FL 33407 p�•-•••\G. EB-0006719 15-085 ONA4 I'll``` WALTERFLORIAueI P SHEET P.E. SI>1 �I�AATURE/DATE 9 OF 20 ZE POURED CONCRETE OR POURED CONCRETE PRUNED CONCRETE OURED CONCRETE.° ORCONCRETEOR CONCRETE _CONCRETE BLOCK WALL 13LOCK WALLREOUIRED BLOCK WALL REQUIRED CUP REQUIREDLOCK WALLREQUIRED T/-EXISTING GLASS EXISTING GLASSCONCRETE ANCHOEXISTING GLASS '� I 2•MIN ExISTING GVSS O 16'O. -_ _�_7''- MIN.SEPAnnnONX --ITO HAS(SEE LtN-SEF TIpN MN.SEPARIDt1N SCHEDULE ON SFffE7M1TNXQx( I ro GLASS(54E TO(LASS(SFE 1t FDR BLADE(DAmSCHEDULE ON SFUT 1/1 MAX. W sEEr 19 FOR I. 1 �iDEQ) I t 1 SCHEDULE ON SLEET I1 FOR MADE O AND (6063-76)CONT. BLADES O&0 , \ ON BLADES 19&FOR 1/2 It FOR BLADE(DAND (LOCATE AT Ca SHEET 19 FOR ALUM.CLOSER _ -- 0 'X� IaAusO&0 - rMiM SIDE - - BLADES a)&0 PLATE (LOCATE 1/2 OF 5 ) AT EITHER SIDE MIN. \ ' __- .-.. OF(D) 40) I --! 4 USE 1'OR 2"NNC. I / 1/2'LUN. _.___-_-_.... T- BIOxI/z" S.M.S. I -- -----�/ (AS APPLICABLE)x2"xl/6•x0•-Y I _—_— l j1cxt/2"S.M.S.=_- .---' 6 16'O.C. _ - _ ----- 60fi3ALUMINU6 ALLOY ANGLE MIDNFICiR 4 %�R (1)-g30xly2S.M.S. Top& --- i -` / (2)1/4`0 TAPCONS ANCHORS TO - �- SEE DEIAIL%FUR WALL AT 1"O.C. (LOCATE AT 5 SIDE CONNECTION OTHER SIDE OF Q) I OROR I _ _ SEE DETAIL X rOR �OR TO TRACKSSFE OETNL X f _ QSIDE CONNECTION •®" O } a®ex .66-7-8, 10•®. TO TRACKS Io,�e, .Oa,� p.®o, 10, SIUE CONNECTION®"©'®a©•©" TO TRACKS I 1�0•®�®'�u®.©m ip•®a©•o-©•©m l_ ,p•.®a©-®�®•©� ©•o.©a©.o.®d L©:�•©a©•�i •®a o•o•©�©•o•®a ©•o•©a©•o•®� �•��®•ono•©a ®•©a�.®�•®m ®��®•�•o•©� ®•®�©•moo•®� o•®m®•®a®•®�®•® o.®m®,®v®.®a®•® END CONNECTION DETAIL 3 END CONNECTION DETAIL END CONNECTION DETAIL 0 END CONNECTION DETAIL W +REONRED ONLY FOR SPANS GREATER THAN 12•-0' -POURED CONCRETE OR EXISTING CONCRETE BLOCK WALL �IX'STI17G GLASS / REQUIRED _/ GLASS / AIN.SEPARATION y TO LASS(SEL 6 16' .C. WTL SEPARATION 1 a'L-----'_� / ON T To CLASS D - E OR®�OR�OR II FOR SCHEDULE CONCRETE 1/a"MIN. SCHEDULE ON SLI 1 L _-._. ON SHEET 19 FOR ANCHOR® _ _ 11 FOR BLADE RAND ®.f _ __ OR) OR t OR i -� BLADES a)& 12'O.C. ON SHEET 19 FOR F.C..R C/ 5 f9hOLS m&® I -- OR i� _ _I U.C. --_ 7/2!MIN.-`_ 1 -3: ._-_.�._�.__ Lf 1 2"•MIN. _— 7' Lyn 1pR®OR(DOR 2'MIN. 2"NI/ _ 4 SEE LIMITATIONS OF USE FOR VIEW Y BLADE(DON SHEET 19 �ORi OR�OR@OR� 5 10 OR PLAN d ®� DETAIL X oR '; a ®4©•07�® ,o•®' POURED CONCRETE OR - ��°©•OO'© ,D•®a "�- ,off®a®: END INSTALLATION CONCRETE WALL RETE BLOCK 1o•®a 'x©•07 •©m©•07 •®� (1� HV BLADE. OR: fl HV WINDOW. BLADE INTO ©.Oj ..©o©.O.®a ©.®•x�.�m�8.©m ®.®„�.®„©.®a O•®v®•®ate•® CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL SQ © ®'® ®'® O"®® END CONNECTION DETAIL© mQ® FLORIDA BUILDIPIG.CODE Non High Velocity Hurricane Zone 0 2015 EASTERN METAL SUPPLY,INC. �ry�CEN_ ✓9 BERTHA HVTM IL ECO ,N�. A.S.S.A. KV AIDE#1 W/OR WShutterKY. WNDOW RADemE American Shutter Systems Ly,H paelaPnoN osT1 DRAWNar: N.L. z iILLIT TESTING & ENGINEERING COMPANY Association Inc. t OLD 11-192 4/13/15 . 4/13/15 STATE OF 6355 N.A.361A.SL,Sle.305,YWWM CARDV7 .FLOMA 33l 4268 Wesfroads Drive 2 9' Phone (305)871-1530.Fox:(305)871-1531 DRAWING NO T•., ORI `'Cl a-rtroil:lolecalbacem West Palm ©each. FL 33407EB- 3 � I �`G��` WALTER A�lUT19r.P.E 1 5-085, //F ONAI. ,xll. FLORUA Uc.#{4167 6 SHEET P.E. 4'F"ltNp9A ef16RE/DATE 6. 10 OF 20 SCHEDULELFl SCHEDULE #2, SCHEDULE #3 MAXIMUM SHUTTER SPAN* "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" IMUM SHUTTER SPAN*"LI INET nnn '_YO.ES: (ft.). FOR INSTALLATIONS W/ OR -L-- (ft.) FOR R "L-" (ft.) INSTALLATIONS -- - CENTERMATES. @ & ®or or INSTALLATIONS W/ Ly CONCRETE & WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK �.or ® or or & g W/ ONE HV LOCKS MANSORY POSITIVE A-S.D. DESIGN PRESSURE.RATING. HD LOCK ®w/ NO LOCKING RODS or ONE FN LOCK or®or® L-:MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMATES & W/ ONE HV 7" W/ NO LOCKING RODS OR W/ NO LOCKING WALL A. B, C, D, E. M, N. 0, P, 0, AS.D: DESIGN PRESSURE RATING. ® ® ODS MOUNTING F. K & L R. S, LOCK® W/TWO LOCKING RODS® TOP & (SLE NOTES t,tt) (VALID FOR MOUNTING Q (2)PROCEDURE TO DETERMINE MAQMUM SPAN FOR 1301TOM SEE NOTEStt SHEET 7), FLOOR/CEILING G. H, I, 11, J T. U. W & X WALL MOUNTINGS(TOP/BOTTOM) OR FLOOR/CFJUNG: CONCRETE&W600 INSTALLATIONS 0 CONCRETE do W000 CONCRETE MOUNTING & M MAXIIUM uAleYlllu GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, SM.DES- -. - ASD.DE9G1 IN ALl - A.'iA flfSK INSTALLATIONS PRESSURE WALL MOUNTING FLOOR ND/UNIING CEILING PRLSSuRC WALL MOUNTING'- - PRESSURE DETERMINE MAXIMUM SPAN 'Lh•FROM SCHEDULE. .7w rAlw0 h RArW FLOOR/CFIUNG MOUNDNG GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING. (0.A1.) (p.aT) ELOGR/CENNG YWNRNC (P.u.) OR L��_) C.�_) _ (,oR_) noon ALL YouNnNc AKt DETERMINE MAXIMUM SPAN 'L-'FROM SCHEDULE L h (fl) L-(10 L h (A) l-(ft) L/ (fl) L-{DJ _ L, (a) L-(fl) V MAXIMUM SHUTTER SPAN 1+•OR "L-•FOR 30-OR--LESSI6'=0"-- 46'-0'" -16'-0"--16'-0' -- 30= `-t 6'-9'_, -16'-0' _ - _30 - - _ 16'-U' 16'=-0' INSTALLATIONS INTO WOOD SHALL BE UMnED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE -- -105-psf.&S.D.-DESIGN PRESSURE_RATING - _ MINIMUM DETERMINED SPAN BETWEEN 1+"AND 'L-'- 35 14'-10' 1 14'-10• 15'-Y 16'-0* - -35 _ 14'-10• 14'-10' 35 15•-2• t6•-10' - - ---- ------_- - -_-- ----- -- - 40 r_o�l 13'=10' 14'-2'_ 15'-2' _40 _ _ 13'-10' 13'-10' 40 14'-2' 15'-2• (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13•-1' 1J'-4' 14'-3' _ 45� _13'-1' 1_3'=1' 45 13'-4' 14'-3• 1• HV CORNER CENTFRMATE 03 MAY BE USFO AT All COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 = 12'-5' t2'-g 13'-7' _50 _ 12'-5• 12'-5• 5O _ 12'-3• 13'-1' MOUNIING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: 55 11'-10• 12=1 12-11 55 --11'-10°- -111-10 - -55' - lt'-i'- il'-I1' SHALL BE AS INDICATED ON MANDATORY CONDITION g7. FOR A CNEN POSPlVE A.S.D. DESIGN PRESSURE ...__..__�._. -.-... NOTE#5. SHEET 5. - ._ - - 60 11•-4' 11-7•. 12'-M1' 60 11'-4" 11'-4' 60 10'-2" 10'-11 RATING 65 HY-10• 11'-1' 11'-il' 65 10'_-1_0' 1_0'-10" _65 9'-5' 10'-1" DETERMINE: _ _ _ __ _ L7+- MAX- SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'-6' 10'-9' 11'-5'.. 70 10'-6'- 10:-67 70 -8'-9'._ 9-4' - L24- MAX. SPAN FOR FLOOR/CEIIJNG MOUNTING 75..�_ 10•-T' IW-4' 11•-1' 75 10'-1' 10'-1' 75 -_-- - 8'-9' 'r'''EXCEPT THAT MAXIMUM SHU IM SPAN 'L+-OR INSIALLATIONS. 80 9'-10' 9'-I6' 10'-0 10'-9' 80 9'-10' 9'-10• 'L- AND MAXIMUM AS.D. DESING PRESSURE RATING FOR rOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE, 85--- 9'-6• 9'-6' 9'-9' tO'-5' 85 _- '9'--6: -9'-G INSTALLATIONS INTO CONCRETE OR CONCRETE 13LOCK RATING - -_9U 9•-3• 9'-5' 10'-1• 90 -- 91-3• 9•-3• - SHALL BE UNITED AS FOLLOWS: DETERMINE: _._._ .... __9 ----- ------- 1- CONNECTIONS TO KEYSTONE MOUNTING 95 9--0• 8'-9' 9'-2• 9'-,0' 95 9'=0' W-0" L7-= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. _ _...._._.�_..._-„._..- - LIMITED 70 +64,-72 p.s.f. AND g'-0' SPAN, SEE L2-=MAX- SPAN FOR FLOOR/CEILING MOUNTING 100_ _8'-9• 8'-4• 9'-0” 9'-7' 100 8'-9'• 8._4' MOUNTING MOON SHEET 7. INSTALLATIONS. _105 9'-T___ 7'-11• 8'-9' 9'-4• 105 8'-7"T %'-il- 110 8'-4• T-7" 8'-T 9'-2' .110 8'-4' T-7" _ -- .. FINAL MAXIMUM A LOWABLE SPAN IS EQUAL TO THE 115__ 8--2' 7'-3• :a••-a• 11•=t1' 115 a•-2' _''-3' SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN 'Is i-. •L7 AND 72-' 120 6'-D' 6'-11' .8'-2'. 8'-9• 120 W-0' W-11' (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM _ - _ 125 _ 7_106'�_8__ -"7-'-1 8'-0' e'-5' 125 T-10' � 6'-B'.-.- ALLOWABLE SPAN AND NEGATIVE AS.D. DESIGN 130 7'-8" 6'-5' 7'-10' 81-1" 130 _ 7'-B'_ _6'-5" WIND ZONE MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7" 6'-2' 7•-9• 7-9' 135 7'-7- 6•-2' SPACING- Lao r-s s-i;= �'-7• T-6' Lao. 7'-5• s=11- ASTM E-1996 SEPARATION 145 7•-3' 5'-9" .7'-5' 7'-3' 145 7'-3' TO GLASS 150.._ 7.-2: C I W N �� e� N 4� "W LN ¢LO 1n ' 11n 1 k 00m _ ?�:z bUj In 0 OU�p aa O z a +N f G01". yy� Z Z z IW- �6 W ZN LaJ > Z c R m 027;,, Om • m � y o 1� I � ■ In cow I cm ,'�p. m i e n V mjm lm n m++ I �n I Ijm�Ill 1I+ I I I n1'1 I I I,1 1 1 1 1 1 1 1 1 1 11111 I!I II I I,1�1�1 I l 1i,1, m C 0� \ .Ip nmlmm�ml�n im'rl v/ ♦if1 n;I�f'IIY llnln l I mj1:1 I P 1 IiI 1�1 111 1n I I I II III 111:1-I 1;1'1'1 1 1 III pg N mmlmmn m101m dim..npn�m+lmny�jnY�n 9,++ I nIn'I I nlnll I mIl 1 I +Il,jl I +ll I I;n!I.I lin l I ■'y"� =z �'mmmO mmlm�m nlm mmmrm.mi'Q 3 E in vhi mmmm mm♦h h C.° linn C m - I +m '�m y i+nfm a v jm In 11 '! 1 1•n n 1 I im I 'I' O.0[Q ;= �mmmmmmlm,a mimmm�mmlm mmlm '�minnm mIm: '�mYI I 'imp 11 h + n ..jnh ■OQh H' a 0 m1 m m mjm ui ni 'o.'11m Y V n m Y n h♦ I 1 a. 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SHUTTER SPAN.' SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES e,$D DESIGN NEE eTNE PRESSURE RATING AuD A COItR6PONDINC 11W FOR TYPE FOR CONCRETE OR cbwmE FLOCK INSTALL ATKINS (SEE MWNTJNGS C 0,&H ON sHms e&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: PONIED co"MorJ00Nf7ETE.BLOCK . ... POURED CONCRETE - -- (A) TO EXISTING POURED CONCRETE.(Min.tt-3 k8N) u..m @WALL SILL MOUNTING ©CEILING MOUNTING HQ FLOOR MOUNTING - 1/4"9 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY AN HORS.AS MANUFACTURED BY I.T.W.BUILDEX.(Mn.rc 3 kfil) SPAN ANCHORS SPALTNG LEGEND - 1/4'0 x 3/4"ALL POINTS SOUR-"SET ANCHORS,As DISTRIBUTED By ALL POINTS SCREW.BOLT&SPECIALTY COMPANY.(Min.Cc =3 ksi) (H) kSAL DE"NBAIIE RNNGM ASO.0LSM NMwAME PIZl9lXdE Mw OEMMM NIN5S9AE RUNG - 1/4'e BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min:f'c m 2 k5i) TAPCON OR 1/4-0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC..AND DMI IBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY ;,o 40 60 75 90 120 160 205 30 W'60 75 9D 120 160 205 bM fA 75 90 120 760 205 - IAPCON RM ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WIN THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. It. 12 .10 9 e 8 6 14 12. 10 .9 e e 8 6 14 12 10. 9 8 B 8 6 .THREADFURN'TECHNOLOGY tt- f2 t0 8 6 B 6 B 7a 12 10 9 e 8 6 8 tt 12. 70 B 8 8 G e (Min.V.m 3 ksi) OR 14:.12 10 9 8 B 6 6 14 12:.10 9 8 8 e 6 14 12 10:.9 6 e 6 5 ALL POINTS'SOLIDASET 14 12 10 9, 8 6'. 6 7 14 12 10 0 8 8- 6 6 14 12 10 9 8 8 6' 8 GLUE TAP W/CAP AA) 1s 12 10- 9. -B 7.SS J5 14 12 10 e: a e e_ .6. 14 12 10 9 8 8 6 5 TAPPER+ 0.1)ICHOR EMBEDMENT INTO POURED CONCRETE A ANCON OR TAPCON VATFI ADVANCED iHRFADFOfiM TECHNOLOGY ANCHORS AND TAPPER - - _ _ ANCHORS IS 1 3/4-,AND FOR BLUE TPP W/CAP ANCHORS IS 7 1/2 4'-0" 14 12 10 9 0-8 6 8 14 12 10 9 8 -8 6 6 14 12 10 _9 _8 .8 .6.5.5 .. - 14 12 t0 8 8 8 6 1 14 12 10 9 6 8 6 45 14 12 t0 e 8 6 4 35 0.2)MINIMUM EMBEDMENT OF 1%4'0 x 3/4"ALL POINTS SOUR-SET ANCHORS SHALL BE 7/B'INTO THE POURED CONCRETE.NO EMBEDMENT 14 12 10 9 e 8 6 45 14 12 10 9 8 8 8 55 14 12 10 9 6 8 6 45 INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 SS.MACHINE SCREW USED SHALL BE 1 1/2"LONG MINUUV SHOULD STUCCO EXIST-AND 14 12 70 9 75 5.5 3.3 - 14 12 10 9 8 8 8 5 14 12 10 9 5 7 5.5 4 •SFE ll1�fAT,U6;OF OSE FOR 1'MINIMUM FOR WALLS WITH NO STUCCO. __.� _ -�_._ &IDE ON SHEET 19 5,._O, 14 .12 f0 9 ft e 6 B 14 12 f0 9 e B 8 S5 14 12 10 9ft B 6 45 _- - 14 12 10 -e B 7 a - :14 12.=1D 9 e_e_5 �5� 1S 14 12' 10 1-3-eS s 3S 3 _--_- -__-___ __ _____ _0.3)IN CASE 7}IAT-PREC/ST-STONE,PRECAST CONCRETE PMFLS,PAVERS OR ANY VENEER BE FTX1N0 ON THE EXISTING WALL OR BOOR. 14 12 10 1.9. 8 75 45 - to TY 10 9 .e '8 6 45 14 12 10 0 8 6 4S 75 -- -ANCHORS SHALL-BELONG ENOUGH TO REACH THE MAIN STRUCTURE-9ENMO SAID WALL FINISHES.ANCHORAGV SHALL,BE AS INDICATED ON 14 12 9.5:75 85 45 - 14 12 10 9 .9 7.5 5S "4' 14 12 10 9 6 8 45 35 NOTES A1)&A2)ABOVE.FOR INSTALLAFIONS ON V071YL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR - 6'-0" T4 12 10 9 5 8 6 - 14 12 10 2 8 8 6 5 14 12 10 9 8 65 5 3.5INSTALLATION INTO EFS WITH METAL STUDS SEE SHEET 20. 14 12 10 9'- 75 55 J 14 12 10 &S 7 55 4 3 14 12 B 6.5 5S 1 3 14 12 10 9 6 6 - - 14 12 10, 9 8 85 5 75 14 12 10 85 B S 4 - (B) TO EXISTING CONCRETE BLOCK:(ASM C-90) 14' 12 'B 6.5 55 3 - _ 1a' 12 f0 9 6 65 4.5 35 l4 72 10_ B" 7 5 3.5 J- _ - 1/4'0 TAPCON OR TAPCON WITH ADVANCED TI4READFORu TECHNOLOGY ANCHORS.AS MANUFACTURED BY I.T.W.BUODEX_ 14 12 10 9 e 8 - 14. 12 10 9 -5. 7 .- 4 14 12 10 B 75 55 . 3 - - 1/4'0 x-3/4"ALL.POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY A.1.POINTS.SCREW,BOLT&SPECIALTY COMPANY- 7'-0- OMPANY.7_0. 14 12 10 8 65 -4- - - i4-i2 B 7.3 a 4.5 3'.5 - 14 10.5 7 35 43!.S - - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED fit'FLORIDA FASTENERS DIRECT.INC. - 14 12 10 fL5 7 1 - 1141i2 f0 9 7S s5"4' - 14 12 9 7 7. s5 - - - 1/4b TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY 74 11 '7:55 4.5 = _ _ - 10 9:75 SS 4 -' 14 12 9 7 6 [C5 'JCOMPANY OR ANY OTHER APPROVED LICENSED OR AUT14ORM VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 12 10 9 6 G5 - - 1D 9 :B 6. 4- - 14 12 10NOTES:14 12 85 7. 55 3 - 8 6S 55 '4 -3 - 2S 95 6 5 4 - B.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS MND TAPPER+ANCHORS 5 1 1/4"ARD TAPCON 14 12 95 7.5 6 - 95 8 65 s - - 14 12' 6 0 65 - - WITH ADVANCED THREAOFORM TECHNOLOGY ANCHORS IES 11J95 8.5 5 35 - - 10: 6 65 S - 14 12 B- 65 514 12 10 9 B - - - f0 9 75 45 - - 14' 12 QS 7 55 - 0.2.)MINIMUM EMBEDMENT OF 1/4"0 x 3/4"ALL POINTS SOLID-SET ANCHORS SHALL BE EMIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 11573 8 4 - - 5.5 S 35 - 11 8 5.3 15 35 - - EMBEDMENT IMO STUCCO SFW_8E PEPoAfTTm. 1/4"0-20 5.5.MACHWE SCREY!USED SEWLL!3E 1 1/2"LONG YININUM SHOULD STUCCO i4 12 8 65 4.5 - - &S 7 93 4 - 14 05 7 55 6 EMT.AND 1'MINIMUM FOR WAILS WITH NO STUCCO. ILS 85 55 4 - 9 7 '6 4.5 - 14 11 7 5.5 45 - - 10'-0" 14 12 f0 �9 7.5 - _ - N 12 10 6 6S 5 - 14 12 6__6_ 5 4 - 0.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR AIY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, _-__. 14 TOS 7 5 35' - iJ 3B 65 5 a 3 10 7S 5 3 - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 '11 7.5 SS - - 1a'ILS'9 6 5 { - 2S 9S 6 3 4 4 NOTES 8.1)&8.2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR W7IHOUT METAL SFAS CONSULT CW 0.5 8' S - - 14 12 8: 6.5 55 4 - - 1] 70 6.5 5' 4 3 - - FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 1t 11 10 - - - - 14' 12 9 7 fi 45 - - 14 1041 55. 45 33 _-_ _ 17.5 95 5 - - 12' 9 8 4.5 i 3 _ 9 7 4.5 ].5_] (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOYMENMTIONS AND SPECIFICATIONS OF llg ANCHOR'S MANUFACTURER. 14 10 7 - - - - - 14 TOS 7 5.5 45 - - - IS&5 5.5 L5 .75 - - - 9.5 7 45 - - 14 113 7S a S - _ 12 9 6 4.9 4 - (0) SEE SCHEDULE BELOW-FOR EDGE DISTANCE(E.O.)VERSUS SPACING REATIONS141P FOR ANCHORS. 12'-0' 14 12 10 - - - - - 14 12 6 05 5.5 - - - 3 10 65 5 4 - - - EDGE DISTANCE VERSUS SPAC1 0 $�CHEDULE_FOR ANCHORS: - 1.5 6.5 4.5 - - 11 8 .5 4 35 - 8 6 4 3 _ MAXIMUM ANCHOR SPACINGS.ARE VAUD FOR EDGE DISTANCES INDICATED BELOW.FOR E O.LESS THAN THE INDICATED.REDUCE ANC14OR SPACING 3.5 95 6 - - - - - 13.95 85 5 4 - - OS B 5 4 - - - BY MULTIPLYING SPACING SHOWN ON SCBF.DULE BY THE FOLLOWING FACTORS. 9 BS 14'10.5 _ SS - REDUCED SPACING OBTAINED USING FACTOR%VLL NOT BELESS1WV7 MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE.. 14 iz - - - t4'n5 75 s s __ - 12 a e_ss'i ___ FACTOR 05 8 - - - _- - - f0'7S 5 / 3 - - - 7.5 S.S'.4 3 - - - - ACTUAL `15.a5- - _-" - - - 12..g..e. 45-4:_-- es 7 5 4 - - - - EDGE TAPCON All.POINT SOLID SEF BLUE TAP W/CAP TAPCON WITH ADVANCED TAPPER+ 6 s - - - - - 1] 95 G5 5 - - - - I s 4 - - - - 1 HV BLADE 0 OICTANCE THRFADFI7RM TECHNOLOGY - MIN.SPACING 14'-0' 14 12 -- - - 14 TOS 7 55 - - - 5.5_as - - _ - ED. MIN.SPACING 3" MIN.SPACING-N 3' MIN.SPACING 3 1/2" MN.SPACING 3' 3 3/4" 4' 10 75 _ _ _ _ _ _ 6 7 4 5 3.5 35 3 _ _ _ _ HV D W POURED CONCRETE& Fq�7 0pH�1E SIE BOI7I POURED CONCRETE& POURED CONCRETE&pq Op 7E O(Y�[glp( 15 B - _ _ _ _ _ 11 8 5.5 45 _ _ _ _ {5 _ _ _ _ _ CONCRETE BLOCK MH.FFb+J 1/2' LDL FD.-2 1/2' CONCRETE BLOCK CoHCREIE BLOCK NL E0.=J 1/L" K EA.2 1/2' 21-51 - - - - - - - 1x' 9 6' - - - - - 45 -. - 1 WINDOW - - - - 1 10 65 - - 5 - _ - - - BLADE WORKING 3r �+E1.0 0.90_ 1.0 MH 0.781 o J 0.84 _ 1.0' _ tts 65 4 _ _ _ _ _ 3 = - _ _ _ I ORi O -...__..__ _ 0.67 1:0 N UNISON ♦ -- --- _ _. 0.71 _ - ------- -Z7 -- _ 0.51 7 - - - - - - - 15 55 5.5 - - - - - 45 3/4" - _ -. 0.91 - - - 0.4.1 - _ _ 25 95 6 _ - _ _ 5 _ _ _ _ _ _ _ B 6 4 J _ _ _ _ _ 1 _ 0.35 9.5 =4-4- - - - - - - 9.5. 7. 5 - - - - - 4. _- ._.- - FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone Tj�(/ , ©2015 EASTERN METAL SUPPLY.INC. ` /T7 BERTHA Accordion Shutter System _: OO SS A KV. 3AE #1 W1 CR W/O M. NDON 13AIlE l/N .rr American Shutter Systems Lv. o&scRl nox DALE Ow.wN 1r�ri1_ ;rr_ TIWT TESTING & ENGINEERING COMPANY i SjATEOf �; Association. Inc. , OLE) 11-f e2 4/13/15 DALE .4 13/15 6155 N.W.36N.M.51e.30.1,H6i44dA MR'JR6,RDRAM 331944268 Westrogds Drive 2 �� Ph ono:(Jo5)871-Is30.Fox:(306)871-t531 -..- --- DRAWING No e-moa:uReco4lool.wn West Palm Beach, FL 33407 3 WALTERA TUB 4r.RE-0006719 1S-O85 FLORIDA Lie,Y 441sT 5..._ SHEET P.E�TTS�E'AL' 1��lATURE/DATE 6 .13 OF 20 m 0 N 1A O w+ 4 n m 00 � � z ti O O in aZ��3 L i c U U m 0 I O U owez I LIS w oz- 'Zn oya� w m E o' 'm z T o•- rcm ® ¢ 1 x aa Q V 7 ada w. .y �v.a in M C r— In •U J G N U O' wz a`w 17 1 'a Fa-OO.d m iF NO JpO�. �I Cp.p V zp .m O In - Q O p V r c = E a N. 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DESIGN PRESSURE RATING (Rs_f,) AND CORRESPONDING MAXIMUM ANCHOR SPACING ((Dr) SCHEDULE FOR A GNEN MAX, SHUTTER SPAN. NEGATNE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE. (SEE MOUNTINGS ON SHEETS 16& 17). :E� U B !EEi;;-1IRATE SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH HER PINE N5. SPRUCE PINE SPRUCE PINE 1/2" MIN. COX 2 W/MM.c=055, FIR NORTH FIR SOUTH DOUGLAS I=1R W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD DO a•T W/ W/ MIN..G=.0.43 W MIN. G=0.36' MAIANM SPAN(N) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M. N. 0 & R FLOOR MOUNTINGS M. N, O & R FLOOR,MOUNTINGS M, N, O-& R FLOOR MOUNTINGS WALL MOUNTINGS B.O.WALL MOUNTINGS 8.0. WALL MOUNTINGS B.O.WALL MOUNONGS W & x W & x W & x P & 0 S &V 5 &V S&V 11411 SLE1[�A L01G Ip) D4M NMLai�A O06(,� MIDI LODE ISmA ARIC(n8 OM l[GCF[IT®ff CLOG T�1 1W NFME RSW NIC(x/) MIN WLGLE RE29A WX(1d) ";T n[RDFS w=M ffm mum Fif M 178E 4 4 MO*WW RtS,DE WX L4) D901 CKIK FOIDA 6616 t4 - ---- _ - 30 40 60 75 90 05 30 40 60175 90 O5 30 40 60 75 90 05 30 40 60 75 90 1105.30 40 60 75 90 05 30 40 6O 75 90 05 30 40 60 75 90 10530 40 60 75 90 05.30 40 fi0 75 90 D5 30 40 60 75 90 05 '-O'OR lF 12 tD 10 9 -8 8 6- 6 6 fi 6 6 72 10 l0 9 '8 8 6 6 6. 6 8 6- 12 10 -10 9 8.,8 6 6 fi '6 6- '6 6 5 _4, a 4- J 12 12 12 12 12. 12 12 72. 12 12. t2 12.12 12 12.72 12 72 4'-0° 12 10 50 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 6 8 6 6 6 6 6 6 6 5 4 <_ 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 •_O' 12. 10 10 9 8 0 6 6 6 6 8,v.5 12 10 10 9 8 8 6 6 8 6 6 5 12 10 10 9 8 7 6 6 6 6 E 5 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12-12 12 12 0.5 _ _ ____-_. __- .-. __ ---_ ______ -. --- 6'-O' 12 10 10 9 8 6S 6 6 6 6 5.5 4 5 12 10 10 9 B 6 fi 6 .5 5 M1S 12.10 10 9 G J.5 0 G 6 6 5 M1.5 6 S_ 4 _4 3_.5 -_12 12 12 12 12 12 12 12 1_2 12_ 12 12 12 12 12 12 10 8.5 7'-0' _12 10 10 9 6.5 4 0 6 6 .5 4.5 4_12 10 10 9 5 3 6 6 6 5 M1 S 12 10 10 7 3.5 - 6 G 6 5 4 J.5 6 5 4 4 - 12 12 12 12 12 12 12 12 12 12 12 10. 12 12 12 0.5 0.5 75 8•-0' 12 10 10 7.5 4.5 3 8 6 6 5 < 3.5 12.10 10 8 3.5 - 6 6 5 ,5 3,5' 3 12 10 10 4 - 6- -6 5 .5 3.5 3 6 5 4 - _ 12-12 12 12 12 12 12 12 12 12 41 9.5 12 12 1.5.9 7,5 65 9'-D' 12 10 10 5 3.5 - 6 G 5.5 5 3S 3 12 10 9 4 - 6 6 4S 4 3 -3 12 10 4 3 - 6 6 4.5 4 3 3 6 5 3.5 - 12 12 12 12 12 10. 12 12 12 1. 9.5 8.5 12 12 10 8 6.5 5.5 __70'-0' _ 12 10 7.5 4 6. 6_ 5 _4__ ! 12 f0 6 3 ELL 4 .5_ 3 - 12 10 3 - 6 6 4- .5 3 - 6 - 12 12 12 12 1.5 9.5 12 12 12 10. 13.5 7.5 12 12 9 7 6 5 11'-O' 12 t0 8S G 6 4.5 12 f0 4.5- 6 5.5 3.5- 12 10 6 5.5 4 - G 5 12 12 12 12 10 8.5 12 12 12 9.5 0 7 12 12 1z'-0' 12 10 4S - - 6 6 4 - - 12 10 3.5- - 6 5 3S- - - 12 10 - 6 5 3.5 -- 6 5 - - - 12 12 12. 1: 9.5 0 12 12 11 8.5 7--6. 12 H.5 7.5 6 5 4 13•-0- 12 10 -- - ---- 6 6 _ - 12 10 - - - 6 4.5 - - 12 7,5 - -- 6 4.5 - - - - 6 4.5 - - - 12 12 12 0. 8.5 7.5 12 12 10 8 6.5 55 12 0-5 7 55 4.5 4 17. 10 - - - 6 5.5 - - 12 7 - .5 4.5 - - - 127 - - .5 4.5 6_ 3 - - 12 12 12 9.5 0 6 12 12 9.5 7.5. 6 45 12 9.5 6.5 5 4 J 15'-0' 12 - 6 - 12 - 5 - 12" - - 5 - - - G - - - 12 12 11 9 T5 5 12 12 8.5 7 6 4 12 9 6 5 4 16'-0'`12 - - _ - 6 _ - - - - 12 - - - - - 5 - -- - 1. - - _ - 12 12 10. 8.5 65 4 12 5 ! I i.` .5 5.5 4.5'3.5:- I (1) HV BLADE OR HV BLADE W/ �A HV WINDOW BLADE WORKING IN UNISON* •GEE UYRAIr.YS OF l5[IDN MADE (0 ON SIM 19 t NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WAN,FLOOR OR SOLED WOOD SOFFIT SHALL BE AS FOLLOWS: 3.SUBSTRATE SANT CONSIST OF THE FOU.OMNG: -SOUTHERN PINE No.2 W/0�0.55(N.OS) - 1/4.0 TAPCON URED ANCHORS,AS MANUFACTBY I.T.W.BUILDD( W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/C-0.50(N.D.S.) EACH SECTION ON SHEETS 16&17. -SPRUCE PINE FIR NORTH W/0-0.43(ND.S.) DICET WN:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G-0.36(N.DS.) -MM.1/2'COX PLYWOOD(1986 APA) 2 ANCHORS TO HOLLOW CEILING SHALL OE AS PER MOUNTING TYPE U,SHEET 17 AND SHALL CONSIST OF LPO SCREWS AS PER NDS 2012 SPEC'FICATIONS. 4.ANC14ORS SHALL BE INSTATED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIRCADONS OF THE ANCHOR'S MNUFACMIRER. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ®2015 FISTCRN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System ... IL ECON� A■S■S.A. Fv. RAX//I w/OR w/o KV. W+N>Gw BLADE Shutter Systems TILLIT TESTING & ENGINEERING COMPANY REV.N DESCRIPTION DATE. DRAWN BY: M:L A1n Q4�67 Gass N.W.36Th.St,S,.305,VMN&GNIDEAS,FLOP"33115f A390CI17tI00F Inc. i OUT 11-192 4/13/15 OATF: 4/13/15 m ;•^k Ph-o:(305)871-1530.For:(305)87t.-1531 4268 Westrodds Drive 2 DRAWING No IIIL008719l.trom Wast Palm Beactl, FL 33407 3 15-085 * : e EB- 008719 < a•. 51ATE OF .,r WALTER A.TILT J,P.E E FLORIDA f 44167 6 SHEET OF.20 INSTALLATION DETAILS ON . EXISTING .WOOD BUILDINGS FOR n HV & q& HV* BLADES AS APPLICABLE MAX. SHUTTER SPA L+ 0 L— FOR INSTALLA IONS INTO WOOD WITH HV LADE 1 NLY SHALL WALL FINISHBE ITED TO 105.0 psf, A.S.D. DESIGN PRESSURE I SEE S 9 FOR MAX SPAN & !t— 1/4.0 TAPCON OR .. A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 1 & A WORKING IN UNISON TAPCON WITH ADVANCED THREADFORM TECHNOLOGY 1/4'0 TAPCON OR \ W/ 1 1/2'Min.PENETRATION \ I _ ..TAPCON WITH ADVANCED THREADFORM TECHNOLOGY OF THREADED AREA TO W/1 1/2'Min.PENETRATION:OF THREADED AREA TO EMS 1 A1DL SEPA(YMQ1 ---1 -_--- I- EXISTINC WOOD HEADER. WOOD HEADER. (SEE SCHEDULE ON SHEET 15) TO CLASS(SEE 1OoR (SFE SCHEDULE ON SHEET IS) I -+, 1/4'e-20x3/4'SS.MACHINE 1 SUEDLLE ON'SHEET 1--11 FOR EINE OA - I 18 SCREWS W/ 1/4"-20 NUTS ; II// oR K N 1 ® 12.O.C. I ON B $IEE(I 19 FOR s ,.I. 1"Min. EXISTING t EIs>iF`-+w&lf� s IH- E GLASS---4 I J fi n n Ww sH ! _ - II _ t __---- __ - - cY / _..waLL I �CXISTING MIN. t FINISHQOR� I DER REQUIRED - —(J)OR ®� _ I .�_ �Exlr�Nw000 i . HEADER HEDUIHEU EXISTING 1 1 ! HEADER REODUIEU - - , - 1 - 1f"0 TAPCON OR TAPCON WITH ADVANCED - 64N � I, I I �� I THRFADFaRM TECHNOLOGY W/1 1/2' l:J I. PENETRATION OF IHREADLD AREA TO CLASS I TO GLASS(SCT I I I _ EXISTING WOOD HEADER. SCHEDULE 01.1 SE6ET MIN.SEPARATION TD GLASS I'__11 Fi7R SPDE muD--- EXISTING -"(SEE SCHEDULE ON SHEET 1i)_ �. ' (SEE SCNEOUI:E ON SRM 15) DN SHEET 19 TCR GLASS---I L.�_. \.2'zb'COM.SILL BONES ri)h 9-. I _ I. PLATE REO•D. (N)HV.WALL HEADER INSTALLATION OO W MALI TO cL INSTALLATION MO HV WALL HEADER INSTALLATIONN. IXISTING �— - I MIN.SEPARATION TO GLASS I 1 O GVSS-•� IXISTTNG i�—tSEE SCHEDULE ON SHEET 11)" (SELASS E SCHEDULE ON SHEET 11)`� I x MIN.SEPARATION TO CLASS -(1 EXISTING 2'xa'CA U 1 -- GLASY x GUSS--I - 2 (SEE SCHEDULE ON SHEET 11)� 1 WOOD PLATE T 1/4"d--20x3f4'S.S. REO'D. M 1/9'd-20x.3/4'S.S. 1 UUSSI GIN1/ NUTS SCREWS { - 1 U '• ��.'_t MACHINE SCREWS W/ I m --WALL \ \ 1/4'-20 NUTS® 12' 12'O.C. - !'I 1 I I \� I o.c. rwisii OR 2'x47 COI I i 1 DRI 8 OR 15 �\ NE. 1 _� — D-i-E WOOD PLATE l _ t1 kE0'0. \\ _.-_ -ED- _.EO- _ L._._ _1'Mtn. 1'Nin. 1/4•d TAPCON OR TAPCON WITH ADVANCED 1IL ` l I 11 �,t 1,1 - THREADFORM TECHNOLOGY W/ 1 1/2' ` y 1 I •}ll 2-x4'CONT. Min. PENETRAI ON Of THREADED AREA TO 1� -I/4'd TAPCON OR TAPCON WITH ADVANCED 1 ' •; 1/4-0 TAPCON OR C1�; REG DPLAIE — IX6TMG WOOD HEADER. 1 ` I THREAOfORM TECHNOLOGY'N/ 1/2' — 1 (STE SC!IEDULE ON SHEET 15) I ..! Mm. PENETRATION OF THREADED AREA INTO PLYWOOD TAPCON WITH ADVANCED 1-SEE SHELT 4 FOR TYPICAL 1 (SEE SCHEOUIE ON SHEET 15) EXISTING MIN.2'x4' 1/2 MIH.CO�. TIIRrADFORM TECHNOLOGY SHUIIER ASSEMBLY. "--WAL1-FINISH + STUDS A i6'O.C.UAX.�PL.1 REU•0. , W/ 1/2'Miet. PENETRATION OF 2-MOUNTING SECTIONS CAN BE v LI 2'MIN.COX PLYWOOD REO'D. WALL FIyIgFi--•THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY Tb / REO.O.PLYWOOD TO BE (SEF,SCHEDULE ON SHEET i5) SUIT ANY INSTALLATION. ®HV. WALL SILL INSTALLATION ❑NC NIH.2•x4'STUDS D 16'O.C.MAX.REO'D. ATTACHED TO STUDS IN - PLYWOOD TO BE ATTACHED TO STUDS IN ACCOROANCE ACCORDANCE WITH � wDl SECT ON 2308 OF 1HE F.B.C. SECTION 2309 Or PIE 00 HV WALL SILL INSTALLATION •SLA uu�ZAnoNs aF of F.B.C. BLADE t ON SHEET 1 P HV WALL SILL INSTALLATION FLORIDA BUILDING.CODE(Non Nigh Velocity Hurricane_ Zone V 2015 EASTERN METAL SUPPLY,INC. A.riQN1,, BERTHA HVTM A S S A Accordion Shutter System IJI� _ I.L E C O �M�. ■ ��-�-�// _ H.V. BADE#, W/OR W/0 FIV. VANDDN!BADE 7^P•� TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems Ey •DESCRIPTION DATE DRAWN BT: N.L. N.W.JM.SL.Sae.=,VIRG M CARDO15.TLOROA 3316 ASs6ci6ticnx Inc. I .OLD 11-192 4/13/15 DATE 4/13/15 PI:(305)871-1530.Fax:(305)871--1531 4268 Westroods Drive 2 DRAWING No 9x6 P OR15171TE 0 a-m a:tilt«°a°a.�m West Palm Beach, FL 33407 3 15-085 °EB-0006719 4 '�i F '•••.....•••''G .` WN.TCR A MULTI Jr.P.E. n.DIND9,Lie.d 44167 5 SHEET P.F.`A7�5jjjt{{l�QW&TC 6 16 OF 20 un l INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 1 HV & g HV* BLADES . (AS APPLICABLE)- MAX. SHUTTER SPAN L•t• OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE C1�ONLY SHALL BE LIMITED TO .105.0 psf. A.S.D. .DESIGN PRESSURE RATING S SHEET 9 ORM X -WALL FINISH SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 & A WORKING IN UNISON V4'0 1/4'0 TARCON OR 4'x6'(Min. IXISIING o = EQ EQ- 2'MIN. ILAIHI ADVANCED ) 1 .,..• EDGE(IF APPUCAHLE) I:- RM TECHNOLOGY WOOD BEAM REQUIRED. (((�� - - . \ Min.PENETRATION STRUCTURAL ADEQUACY ED AREA TO 1/4'0-20x3/4'S.S. OF EXISTING WOOD BEAM / _1'- PHIWPS TRUSS HEAD TO BE CERTIFIED BY _ - .; OOD HEADER. Mme. WICHINE SCRT REGISTERED ENGINEER OR __ EXISTS GOOD ULE ON SHFET 15) W/1/4'-20 NUTS ARCHITECT PRIOR TO EO -EQ -. RAFTER O 24' _ Q O 12 O.C. _ SHUTTER INSTALLATION. 1/2-t- -- _ 1/2- C /2_ O.C.REQUIRED I =. - 1/4'0 TAPCON OR '.ON EADVANCED EXISTING Na THKTRADFORM TCHNNOLOCY25T _ _ _ _ • I \ .. I l _ __. .Max. W/ t 1/2 M'm.PENETRATION -ED- EQ _ __ _ -8103/4' - - _ i E - _ ___-___ tza�zl/6'CONT..ALtJLt iUBE. HY` I OF THREADED AREA TO S.M.S. -l !i (6063-T6 ALLOY)W/ `I j _OPTIONAL i EXISTING WOOD HEADER. O OC, (3)5/161 LAG SCREWS TO (SEE SCHEDULE ON SHEET 15) -- 1 OF 1©Of 1 J EACH OF 13 Or Q PATTER OR TRUSS. --� I LOCATE TAG SCREWS AT 1 MIDWTDTH OF EXISTING WOOD EXISTING MIN 2'x4' - I" MEMOER,(2'Min.NOMINAL EXISTING--1 HEADER REO•D (l j OPEN I/DLC ATEACH - WTDTH)W/2'Min. - G1A55 MIN.SEPARATION TO GLASS t -I STUD TO ACCEPT PENETRATION OF THREADED 1 EXISTING ---(SEE SCHEDULE ON SHEET 11) I 5/161 LAO SCREW AREA VALID FOR I CUSS--�-I '.F AT CENTER OF VIBE. INSTALLATIONS WITH 72P%1 • W.A.S.D.IAX DESIGN LOAD AND Q HV WALL HEADER INSTALLATION ��a(� N EOSRNG i ��SLrn AnoN INST ATIO SPAN.THIS G1A55-- TU aEs(gE INSTALLAITON G.ONLY VALID .�t1 IRA 3".Q)MD I a�OXRE a v , FOR WOOD W/MIN.SPECIFIC I XR SHEET 19 KR OOR ® 1 II'll �19 D GRAVITY OF 0.50 AS DOUGLAS tJDTEi: I_61'06 m 8© I aADfs W ,� ®� FIR OR SOUTHERN PINE"Na.2. 1-SEE SHtET 4 rOiT TYPICAL SHUTTER ASSEMBLY 1 -- ---�- �� -'DOR OR EQUAL 2-MOUNTING SECTIONS CAN HE COMBINED (T)HV CEILING INSTALLATION --- IN ANY WAY TO SUIT ANY INSTALLATION. _ U V J NG I ST ELATION (---. . --------- _ --- - i aAss(sLE.-sU'ro .- OR I----- I MIN. t l ( AIN. STVARATICN TO GLASS �� -'I L KEtEPONNE'-'r SEPARATION ( ) ) (SEE SCHFDULE oN SHEET 11)--�_ GIJ55 I aAo60 (SEE SRIE[X1lE I �cl NsI I i ON SI,_bEr t 1) I I aLmtNRATE ( I I I I t tS ANCHOh ff 11 I I j I FlN611WALL 6 7 i LOCATION 3/N-urc� 810x3/4'HEX EXISTING SS_ 2'x6'MN.WOOD (NO FINISH '-- WEER H�TEK I DECK.REQUIRED <'�-'•`tf� _.QOR 2'x6' IN.WOOD I SCREWS O 13' {" DECK REGUIREO(NO _ -- �O�) i FINISH ALLOWED) _ - _-_ � EDGE - _ ._ - `- - `172' _ _ _�-_ _ 19 EDGE OF DECK __ _ - 1 y ____- of ._ EDGE OF DECK IF APPUCABIF _=-FCL E`TL _ _ _ AOPUCABLE - _ IF APPLICABLE 1' i 1/4'0-20:3/4-S.S. _ _.--7.E 1/4.0 TAPCON OR Mi. \PIIIWPS TRUSS HEAD -2'.-MIM _TAPCON WITU ADVANCED MACHINE SCREWS 1/4'0 1APCON OR TAPCON WITH ADVANCED -2'MIN. ITHREADFORM TECHNOLOGY W/,1/4'-20NUTS 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREPDFORMJ L--.-- TMHEADFORM TECHNOLOGY W/ 1 1/2'Mln.I :) 11/2'Min.PENETRATION q 12'O.C. TECHNOLOGY W 1 1/2'Mitt. PFNETPATION OF THREADED 2'MIN.-- - PENETRATION OF THREADEDOF THREADEDAREA TO / AREA TO EXISTING WOOD HEADER (SEE EXISTING WOOD HEADER. AREA TO EXISTING WOOD HEADER.(SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) SEE LIMITATIONS OF USE FOR -� CJ HV WALK—OVER INSTALLA710N V HV WALL SILL INSTALLATION B_ ON srcEr 19 CWj HV FLOOR INSTALLATION OV FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY.INC. �• \CENs�<Tom- BERTHA HWA A.S.S.A. Accordion Shutter System * ;.. H.V.RAGE y1 W/OR W/0 H.V.WINDOW BADE American Shutter Systems REV. -He DESCRIPTION DATE DPANN BY:.Ml TILER TESTING & ENGINEERING COMPANY bj�E�dF�^ Association; Inc. 1 OLD 11-19z 4/13/15 DATE., a/13/Ls Z •, •Q\� 6137 H.K.36th.St.Ste.303•YFiGNA GMmas,n6ROA>JI 4268 Westroads Drive z ik• Phane:(305)671-1530.raz:(305)671-15.31 DRAWING No 10% WALTER e-mail:mteeomem.cem West Palm Beach, FL 33407 3 //170NAL EN 10% WALTER A.TILUT1J,P.E. 4 15-085 P.E. SEALJS'I'�1VAYURE/DATE FLORIDA Lk.W 44167 6 SHEET OF 20 END INSTALLATIONS n HV BLADE OR WINDOW BLADE INTO 2"x4" MIN WOOD STUDS .2•.a�Yll WODO 5N05 Rrpb. _1'•1'Y14 MOOD rii'uRSNOB REO D. MOOD STUDS—�r 1♦Y T21aIOL (AS XppI1CAR17 1—.0'O 0,6.02. rlOS1V1G ams l 4LYMOa/6 M �� _I Dnsnxo wls,• ux srraRu,Dt ,/Z'MN. x x COX va sa.>ccXM uuL SF➢fNn1Rt - _ _ ro awls - SCFEOtAE a 9m PIT,rCOD ="�"•. .. i. _�J+ ".nEUaP w 9m roans(StE ,/:•1nx.wx_..•• w .,;sti r.._.�I'➢.r (� +1. - - - - ,/,615•V,JL - 1,fat aXOE mND u ...'�L Sa�1L fN 4a£T PLrMWD 93fIIEL of 9� 11 FOR GLADEC� ata.¢T 1 U C606T-16)CONE. r 1/]•ICrI wi W - f fet a/[E 0)MD _ -__ 1/2; • _ __ _ !__ 11 FOR mvc I- D 7 71w UXar>9 FDIC- /1Uu.QOSLR fiYNODD. wa5CD&® Mall , w91F710 lW i I.. �.e0 3•un. Pea.(Locaa Vz•- „ I warm&C4 -- or C r Y 11 �iaawxr"rhz'• a_r 0,6 0.0 0'6 oY SYS _VA, - 016 O.C- _�� (DOB}Ta tl1C0 YYINiI, � �_ _�_ _ /Q _:__ __.. .__- ((t1/IOaI/'L•SBLS:land __ 5 4 \./ (2)!/•••*•tray uXpaa ro ' i �� _ -_—J1 •aLL at B'O.C_(IOGIC O 1 DR Q9� I s[P T.X rb (1 OR QTy� Datat sca a•) G1`'OR�g`a w CedECbON SEE a:VJL X FOR 1 OR Vii - i TO iRlt]t5 - - SEP 0LTwi X FOR- (4) _nn hh •�,� 4K C01Sa 3 sDEata,t�cnc« _ 1 -(�-©-C>)-Cut9.43- ro1Rw�Es � H a�d3�-4�l3-C�'�-_ oTR.nS 43-(�=(d)O-CaS•� - +®-4*>f�-©S�= 6N 43-2�4�-(7'j®- �- ---� -- J•b�•Q�-O.O.43- 43 43-. (�-O7 C». Cad U (�-©O�- �•€�-�(�l�J Qui- G� t�-Cs•�'�•C3. J i�-(9•d3-C3(3 70 f 06 00 END CONNECTION DETAIL(9) END CONNECTION DETAIL 18j END CONNECTION DETAIL Q END CONNECTION DETAIL Qq Oosnxc 1EwXan ear FDi spurs txcB,rW,tux Russ ]1••10N.XOG� ,/••I DIfaW A11aq,i5 1/t'I TMM1t AMlIdG. i,Da,/Y SMS. stLos r¢- rM/,1/2' E/x•uw. o,D De. 1 EASILNO GV55- PEKITR ON a 12-o.a [{Tptt10.V®lr O.C. uN slPfkVION i \ \ w Qw C x ♦ SEE LIMITATIONS Or USE FOR un - - '; I 1/2•YiN. •A[DUL w 96LT �_i ---- \'•/'\ SIME IA ON SHEET 19 ro aw5s Du „,tn ao¢6)wD n `4 Ate' `�) ',�� \ 'uw�'� •ua. .; -_.__.-. 7:1 -- -- - - 6 -1 0R 1 06 _ _.__..__ vC?[C,{G••�q�yr r:n't:� w-;,Y% ?:. r :..:,;u :+� ._____..... �F _ �I^ly p ��y� y ••\ `. - \�CH(i. TVY.V:Xt`Y VIEW Y 1a3=1A-s)•C-,eZ.(;- \..wumm z1t u..Xwo ruuy d'z-f4-e�®.(e)y4�• - �4 5TDO5 REDO. esasx j�•yq-®.Cy fij.,{�. PLAN (�I•(4-s3•C�-Ci.(�• (3•(3 ,s3•t1q..re;•L- 80 C4-Q3•iS-C9•Ca °J "�' '�'� DETAIL X END CONNECTION DETAIEND CONNECTION DETAIL /12 FLORIDA BUILDING CODE Hon High Velocity Hurricane Zone NHNIuI lllllyl// ®2015 EASTERN METAL SUPPLY.INC. A r��<�<%r� BERTHA HVTM A S S A Accordion Shutter System I.t. E C o 1Nc. . . . . KV.MADE y1 W/OR W/O KV. WNEION BADE American Shutter S stems TIWT TESTING & ENGINEERING COMPANY Y N.N- DrscwpnoR -DATE DfuMR Sr:.N.L n *= Association; Inc. 1 OLD 11-192 x/13/15 DATE 4/13/15 13 STATE EIF � 6155 N.M.3EM.Si,ala 305,VIRCKA GWOEF6,FLOROA 33W ' �'•. F, t c rnoD,:(305)871-15W.ror:(305)871-1531 4268 Westroads Otive :.z t„DDDRAWING No o- :ult-ODOLCaO West Palm Beach, FL 33407 s 15-085. s/oORID N\�Q`` ®-000619 4 WAL ER A 1U.Ur Jr.P.E. FLOROA 11.0+a,6/ 5 SHEET P.E.•'S[AN 1 .M�`P�RE/DATE 6 18 OF 20 ' �T ©°'® • GENERAL LUQTATIONS AND CONDITIONS OF USE FOR BERTHA ACCQRD�N SHOM SYSTEM WORKING IN A c (o.D (i p I u p JJNISON WRH HVWINDOW-BLADE DAl v Y ASRATING: D.DESIGN PRESSURE +110,- 110 Pal. 4 2.MAX SHUTTER SPAY:96' 3.ALLOWED MOUNBNGS A.D.G&H ON SHEETS 6.7:AS WELL AS MOUNTINGS M.0.T.:U'&W ON SFRFTS 16& 17. E z 9�ONLY CD(fERMA76�21} (001N W/�4 OR ARE ALLOWED WffH 2/ O�®WS r-�� § IN A SYM OR OP NG U IN GlSE OF OPP NG r, t�77000C�,p57 MUST BE INCLUDED ONLY AT EXTmoR ACCESS SIDE Or MA TYP.EA.END I 5.(A)HV WINDOW BLADE10 SSK41 ONLY ALLOW A M=MUU of 5 OPENINGS (3"0 ENTICES)FOR H PER BL AOE AT SPACINGS SHOWN ON SHEET 4. - ) _ _ _ _ . MIN.CLEAfWNCE FMJ�N TOP OR BOTTOM EDGE OF HJ WINDOW BLADE lO MAX.5 WINDOWS'- • • I • ♦ - {q ALLOWED AT FRV % _,o _. • .. I i' - - e • __ --_ _ _ t3F ANY 3"e HONE FOR SHALL BE 12*. WINDOW BLADE ' - (C)FIRST OR BLADE COMING Our FROM STARTERS AT c Nos MAY BE HV WINDOW BLADE N • • - � _ _ _ _ (D)HV WINDOW BLADE @MUST BE USED ALTERNATE TO A SOLID FN BlA0E0 THROUGHOUT"SHUTTER'S WIDTH._ a .o • • . • • ey (E)C TEs SFIALL ALWAYS 13E INSTALLED ADJACENT TO A SOHO FN �-- ;, A BLADE 1 AT TITHER SIDE OF THEM. 01 SEE END d�gg `.. (F)POLYCARBONATE KV WINDOW R SHALL BE INSTALLED SO TABS FACE CONNECTION • • • � I:I �` THE NIERIOR OF THE OPDLNG BEING PROTECTED.HV WINDOW MUST BE CONNEDETAILIO SHEETS (1,G1 ONLY INSTALLED AND LOCKED USING A W SETTING TOCIL PROVM BY ASSIL 10.& 1B TYP. INC FULL HDGYR.— I 0e3x5( 6.SEE ANCHOR SPT IS SCHEDULE FOR BY PAN AND DE INTO WOOD FRAME BUILDINGS ON SHEET 15.A5�lla(IED IrT SPAN AND DEIGN LOAD(SEE NOTE". P P 4 y9 1 &2 ABOVE). C � 7.SEF ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12& 13 AS LIMITED BY PA SN AND DESIGN LOAD(SEE NOTES I &2 ABOI 3. B.MINIMUM SEPARATION 7D GLASS Sd1LDULE PER A514 E-1996: (SEE PLA11 FOR REODUREMENTS) /` `---- TYP TOP&007MM W (7/'�qq3@6)+70J MND ZONE MINIMUM SEPARATION TO CLASS --,I LIMITED ELEVATION MIR SEPARATION TO GLASS ___ —.--_ sss _ _-- EXISIING GLASS- SEL SCHOW£ON SICET 11 FOR fiIN^(); CNN TIES SHEET FCR BLADES Q&ID — J iYP. sWv/uCAL�S)INTFRMnTEs W/0��''(sJS,((R�SEE NOTE PLAN TYPICAL (f) HY BLADE WORKING IN UNISON WITH BY WINDOW BLADE IIAI SHUTTER* -- N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone `````Y{`{11R 11�1111'N,�A♦MAA♦♦' ®2015 EASTERN METAL SUPPLY. INC. BERTHA HVTM Sl cE /70EC0imc. \- Accordion Shutter System S S A FV.MADE gt W/OR W/0 HV.WNDOW BLADE *T f�/�/�/'� :*= TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems w, -oESNs,IP„uN Inn DRAMBY: JM.L I •- -STATE _ X55 NLN.360.SL,Ste.505,MI GAROE7T5.FTDtC01 MI Iv$CCiOttOni Inc. I QLD 11-192 4/13/15 DATE .3/15 DF Phone:(305)B71-1530.Fox:(305)871-1531 4268 Westroads Drive 2 DRAWING No '.��'• •-..J7fiK°c°o°°I`°" West Palm Beach, F(- 33407 3 CO-p...:: �, ,.� WALIIR A LUT1Jr.P.E. 4 15-085 Do P.E♦'3&A` ,� i1i1��E/DATE FL°H°A u�.y+9167 5 SHEET 6 19 OF 20 6-x 1 1/2•x 0.035-THICK -� INSTALLATIONS W/ n HV BLADE & HV CENTERMATES �1 --2.000`Max.r MITI.ASTM A-653 GRADE 40 MITI. VARIF,S.':I � o Min. STT GAL°.STEEL w — '-.;M°K" �__336 INTO. METAL STUD .WALLS * 1�.1(iHF.083" �I= VX METRE SPUDS AT I6'O.C. � `• q ILO -------= 0 6-D.C. -40 a1 1/4"o NOMINAL W W --- 1/2' 475 3 * GENERAL QNS AND CONDITIONS OF USE ALUMINUM SLEEVE - FOR BERTHA ] HV BLADE ACCORDION SHUTTER 6063=T5 ALLOY 1 y/C•x 6,/c•. TRACK TM«Mini 43c - 43 - rZ ns SYSTEM BY TO METAL STUD WALLS CONE.CALV.STEEL TRACK CHANNEy O B•O.C. O 6-1.1..". . ASTM A=653 GRADE 40 MN.G-60 I T---� SEPARATION TO GLASS SCHEDULE N 3�0°° GALVANIZED FASTENED TO STU - 1/(2)66x1/2•TER SCREWS DN I Do FIN 511 3g 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) (- I OR 7t FXRTdaR FACE ` AS aPPuvIeLE QQ 2. MAX. SHUTTER SPAN: 84' WIND ZONE MINIMUM I MIN. SEPARATION SEPARATION ax O LFNCFFI + 1' SS-1 EXISTING GLATO CLASS rc 3. ALLOWED MOUNTING: MS ON THIS SHEET. ASTM E-1996 TO GLASS -(SEE SCHEDULE) 431 THRU 3 1• (§01/4"0-20X3" BOLT 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED MUST PENETRATE 43c 1' WITH 21 ARRANGED A S METRICAL LAYOUT.- - = - - -- USE 0 (2) 35 (6 LONG, MINIMUM) MUST ALWAYS BE 4 4` I O INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF 1.373" I J/a'x 6 1/<'x 0.075'THICK Mia EXISTING FINISH 050` LOM.GALV.STEEL TRACK CHANNEL.! CAs APPLICABLE ,I — I CENTERMATE. ( r^ o ASTM A-653 GRADE 40 Min C-60 I GALVAMZED FASTENED TO SIWS _1 W/(2)#6.1/2'leu SCREWS ON 43c 433 �- INIF740R&k7cIEROR FACE O 6'O.C. .1/4••0..7.0 TTiREADS d a r=.I r * BLADE SLACK DETAIL HVF IS ALSO VALID FOR 430 O 1/4 ELCO CONSTRUCTION ^L w I/2` 12 38 CF_NTERMATE 21 APPLICATION WITH BLADE 1D PRODUCTS FAB—LOK HD 6". 1 TIAA 0-D3,ELE ;1- .VAWES. 0 6' O.C. COMPONENTS Min.I I/'x GRADE 40 2. AIE'S MET c-60 SAT SHELL I MS WALL HEADER�SILL INSTALLATION I METAL STUDS AT 16"O.C. In. -EXISTING FINISH AS APPi ICADLF SCALE: J/8`-+ 1' (TYP.TOP&BOTTOM) VA VA THICK - ---._-_- _- � _- _--___� _- _ _.__._.�.__.--_- � -- GRADE 0 Win. ED FASTENLD X10 SICHANNEL,6 Z ' .I i.... - I I•.., i (z)8sx1%z'me scREVFs oN n. ?Eolsnrlc class SYMMETRYCAL SYMMETRYCAL MIN. StPARAnON vATLIEs. 43a 436 43c - . ; � •; ; � �; ; ; I I: - ro c(nss 2 -. ; ; I MFERIOR&IXFERIOR FACE I:> I CENTERMATES W/ CENTERMATES W/ I 1 I I.! 1 I I 11... (sEe scHr.DULE) rAo 1 1•-; •, ;; EXTERIOR ACCESS SIDE , -... ' • , ,..INTERIOR ACCESS SIDE ,..�: ,-.. 4 , I I ------ ---- ---------------�------ 6'(TP.)-____. . �! IN q'L.�:71(li`Min.) IN - �-® ---- ---- I _______----------- -- ----------- ----- _---- ---- ------ ------ - ------ ---_-- - -- ----_----_ ---- y - --- ----- ------- - ---------------------- --- ----- ---------- ----- ------------------- --- ---------- = REVISIOI i SEPf.IIX C..1 V< ZC VO �3 )0'MA%. O )0'MAK 6 Y ZV �O 96-MAK J a 3 Jaz, DOUBLE DANEL WIDTH BO•MEBf.(SEE EI8521) TRIME PANEL WIDTH 130'MP%.(SEE f1852]j K SINGLE PPXEL WIDTH , - /2' E%IST SAV OUL(MIN.)SS EYE&N.T MNOIETE/WOOD/ON (ME.OTES SFO-) J . STWCNRE J PART'E'(SEE-1131 SFE HOTES PK_(SEE FLIS ) 1 f _ �-, r�U F ' .. I - � JgmC-C PA0.T'N•(SEE FLA523) H n O C z Qe: PMT•A'(SfE FIB5211 --- NOTES: V m J 1. SEESNOTREMACEfLPPPROVAt/FORALIMOALLPUITEUUIMFHTj O>( 2. SEE fL8121-0.�Mi000R nPMW9PL fORAI]STOFALL MATEAUlS 1. THIS IS pN MTEPNATE MELNOO fD0.THE'XVRRIGXE POSDION' Fri. 4. ALLMPL ISTM-E96.151 a COMPLWICEWITH,IS-E-IBBB-0S, _ PLEAM-1995. 23PIStM-E-APFU ALMR )-IO d j 5. PLE/SE SEE fiB52]PR000LT PPPNOVPL FO0.PROPER WALL W JOL -A,-EW PO-00 B MAXIMUM MEL SIZES V y= EYEBOLT H OF EYEBOo 3. -H OF IMY BE OSEO: W O l.l. WIB•%1'WG STYLE WRH I WNTYPE,SPREADER IM U M W1R12•EMBEDMENT STYLE IMO COXLTIWEL R1U SV 3-(MM r.l l.i. 5/16'%3'SHOULDER STYLE EYEBOLT DOWEL 0 EMIri 1'(MM.) JU-.I- iNfO COXdE I-SIRIKTO MINSEMBEOMFM MUST BE INTO .- ```\\\\1) STUCCO,OF 304 TUN 1. ITEC MU ENDED)STPINLF55 STEEL MUST EF USED(NIGNEa GRADES VOENBg'?I��i� m�1N,•, RECOMMENDED) I 1 •AL'LTg C%DD FTHOD(O0.STORM e'`0' ALTERNATE LOCKDOWN ATTACHMENT METHOD = P EciTtl En D1LGNDI P1 Na 19811 "' '^r SLTIONI iHF dM1OA�A OUIIDING CODE 5}iEET . ATEOF S-1 i II , (I I 1 1 i I I