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Home My WebLink AboutProduct Approval it I D.V.T. Hurricane Shutters, Inc. i ey-Ca 1�t�Y1ce 9 9Y-C � I I ' I i I f I I � I FAO QT 3100 N KINGS HWY. FORT PIERCE, FL 34951 Vero Beach: (772) 794-1581 Fort Pierce: (772) 4664575 Fax: (772)794-1590 .Specializing in.Hurricane Shutters ' I i I I ;ttfG� i p BCIS Home I Log In i User Registration `Hot Topic Submit Surcharge Stats&Facts Publications .FBC Staff i BCIS Site Map Links Search Florida I At 'ProducApproval 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 Archived - Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley I [rod riguez@easternmetal.corn Technical Representative Address/Phone/Email Quality Assurance Representative i Address/Phone/Email Category Shutters Subcategory Accordion I Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed: Florida Professional Engineee Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tillit,Jr.P.E. . 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 W.Knezevich,PE Validation Checklist-Hard copy Received i Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ.odf Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 j 2002 TAS 201,202,203 1994 r i Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method I Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Summar v of Products FL It 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 1 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 11 A.S.S.A.INC. DRWG.15-086.1)d 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.pd positive ASO load and 13'-0"for 35 psf negative ASO load Created by Independent Third Party:Yes the HV3 blade w/o window blade,5'-2"for 110 psf ASO 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 others pressures. Bertha 389.2 1�rtha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by track 0 1 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 11 A.5'.S.A.INC. DRWG.15-085.13df Approved for use outside HVHZ:Yes Verifled By:Amerilicah Test Lab of South nc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports "'c'u by df Floridanda retained 1 5 Other:Large missile level"D".Max.Span is 16'�-O"for 30 _085 FL389 R8 AE A.S.S A. INC. P.E.R. DRWG. 15-085 HV�.pd p.s.f negative ASO load depending on centermates and Created by Independent Third Party:Yes locking rod configuration for the HVI 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 7,11 and 20 respectively of installation drawings for other spans andressures. 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.SA.INC. DRWG.15-084.r)df Approved for use outside HVHZ:Yes Verifled By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure.N/A Evaluation Repor6' 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.r)df for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Created by Independent Third Party:Yes 12,25 and 28 respectively Back Nex[ Contact Us 2601 Blair Stone Road,Tallahassee EL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.CopyriFlorida.:: I 1� ght 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 emalls provided may be used for official communication with the licensee.However email addresses are public record.It you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Credit Card Safe GENERAL OT S: I.BERTHA H.V,ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRGDUCr EVALUATION DOCUMENT(P,EDJ HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014(5th EDRMON)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. p'—•` —^---• DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OI-E- CONTENTS V BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-0.85,USIHG�ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(AS.O.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THIRD 15, IS&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 AREA 1 EIV BLADES CD dt W BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAK(A,S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20, GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P-EG,.AS TESTED,WERE NOT OVER STRESSED,A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS MR USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION CF FASTENERS IN WOOD. BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACcOROAHCE VRTH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER SYSTEM COMPONENTS 21-37 SHEET 3 ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE 10214,01-03,10715-01-03, 11004,01-05,/1214,41-05. (/0317.02-06,#0609.01-10 AND 10210,01-11 AS PEW TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2•.H\t BLdF�E(1)AND HA/ WINDOW B AT7 (� AND E-1996 STANDARDS(MISSILE LEVEL.D,WIND ZONES 1, 2&3)&01220,01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE,MISSILE. (WHEREInAol C\ ..-IN WINDOW BLADE 0 10505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D;WIND ZONES 1,2,])RASId PROTECTION ONLY'-AND-1=0725:01=88-AS-PER-TAS'202-PROTDCOL, —TYPICALUTTER-ELEVA'ION-&,NOTES_ON_LOCKS_._SHEEf_5 _ INSTALLATION DETAILS A-F fiONCRIETE/BLOCK SHEET 6 2. HV BLADE 0)AND RV WINDOW BLADE © ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M,CONCRETE/BLOCK SHEET 7 3. BERTHA I4,V.ACCORDION PINS(HV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRICKS SHALL BE 114x2.75'AND 114x1.75-RESPECTIVELY, 410-K MINIMUM SERIES CENTERMATE DETAILS HV SliEET 8 STAINLESS STEEL SCREWS WTTH 135.0 WN YIELD STRENGTH AND 180 Io,TENSILE STRENGTH,PINS SHALL BE COATED WITH BERTHA IAV DADROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS.REGISTERED WITH AMERICAN SHUTTER°YMU6 A550CWFION.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 YIELD STRENGTH FOR 6063-TB ALLOY IS 30,0 kai AND 35.7 k5I FOR ENO CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 6005-T5 ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET.12 5.ALL SCREWS TO BE W/FLORIDASTEEL 304 OR 316 CTI SERIES411 OR CORROSION RESISTANT COATED CARBON SIEE1.AS PER 01N 50018 WITH 50 kei MIN.YIELD STRENGTH AND 90 kel MIN.TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 AND SEALt.COMPLY W/FORLBUILDING CODE SECTION 24}1.3.3.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR AISf 3W OR 316 SERIFS STAINLESS STEEL WITH 35 kat MINIMUM YIELD STRENGTH, ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:IN BLADE(): 12,13,14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 IN BLADE( &@ WORKING IN UNISON; 12. 13& 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 8.THIS BERTHA HV.ACCORDION SHUTTER SYSTEM SEAS A U.S. PATENT 16'779,582.-COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN.PART BY U.S. PATENT 15'458,179 ISSUED TD EASTERN END CONNECTION DETAILS 7-12 &X.WOOD SHEET 18 METAL SUPPLY.INC.. 9.R STALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE'PROPER ANCHORAGE.CONTRACTOR TO SEAL/CAULK AREA 3: EIV WINDOW BLADE ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST REAR PEFWNENT IABEI.IN A VISIBLE PLACE WITH WARNING NOTE;DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS, MUST PROPERLY CLOSE ALL W AND HDWINDOW BEAD„ 2 ONLY CENFERUATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. 11.SHUTTER MANUFACTURER'S LABEL SIW1 BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.6.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.L49MAG TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE 12.BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED 70. 13.(a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT T.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE A.E.D. (b)CONTACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P,ED..PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE THE CONDITIONS DETAILED ON THIS DOCUMENT,CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. USED TO OBTAIN PERMITS IN THEN STATE UU FLORIDA (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS, (d)SHE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R,)FOR THE PROTECT 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.ED.ENGINEER SHAH.SUBMIT TO THIS LATTER THE SHE SPECIFIC DRAWINGS FOR REVIEW. (c)OR;GRRAL, P.E.O. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. 1uN} FLORIDA BUILDING CODE(Non High Velocity,Nurricone Zone ,:..;},sr/�lr��`/ ®2015 EASTERN METAL SUPPLY,INC, V L•13 O 0. �•_• A A.S.S.A.A Accordion ShutteraSTM stem `t}.. ; .;_<... _ f. E�r�i N t. ■ ■ ■ ■ KY.R"#1 Wj OR W/O KV.WNWN RME, American Shutter Systems DESDRIPIION DATE P0)'RAW BY, M.L ? TILLIT TESTING dE ENGINEERING COMPANY OLD r1-192 4/13/1s 4/13/15 13W N.W.3fl SL.Sm.305.MEC-¢A cFfmM FLOA04 331 Association, Inc. 1 Phme;(305)871-1530.Fox:(3D5T6/7 tb31 4268 Westro4ds Drive 2 ........ ,�4i`�.� c-men:or.«ao�a.cem West Palm BeOch, Fl, 3:5407 a INGA�No LN \A\\� 'WALTER A-W067tTILLIr J"P.E 4 B 5-085 E. SFAI. TU'REjDATE FLORIDA Lk 1+4x67 3 SHEET 6 1 OF 20 VARIES ..1.49.1». - r�j 3`1 FOR MVWR t11tLE® 04•r iY .816' 60' S '�S• `Po o Max. Dal I Z __. ._......._.__4:.9_33-......_...,.. p„� Y 'rt .375' �s () V .q� STARTER —1)M wLIEiAARE UNIV SAI. PATER QUAUFIED FOR USE W1 BLAD COVERED UNDER � $�COVERED UNDER US PATENT 1115458179 QUAUFIEG FOR USE Wf HV BLAOE{i * MRECT 11Ot1NT HV BLADE( IT pE* 6005-TS ALLOY AND TEMPER OUAUETEO FOR UE W/ HV 6063-T6 ALLOY AND V TEMPER" £(1 .31 'SEE LIMITATIONS OF USE OF BLADE (9 ON SHEET 19 6065-16 ALLOY A TEMPER' .124 6063-T6 ALLOY AND TEMPER 1. 0. u� L! ;..� r !( .06r' ` .. x•• ¢7. c 2.670' 3.Sfi _ @....,.., .�J9h`. ... f.a .670` 226al ' 642 -I—V .. ._�_ 1.4Sfi`�.. .-.._.- 12r- r L 7.375' (7 HV ADJ. ADAPTER WAIP N — .920 L 3.226 OUALIFIED FOR USE W/ HV (g HY WALK—OVER TRAICK T ,�-^ BLADE(1) OUALJFiED F{}R.Ur,SE Wj HV I HY RENCH TRACK " 3.760`,_,•,,.._, (s)HY ADJ. FLOOR TRACTS 6065.76 ALLOY AND TEMPER BLADE QUALIFIED FOR USE W{ IN HV RAtNGUARD OUALIFIED FOR USE Wj HV 6063-T6 ALLOY AND TEMPER BLADE 1 ONLY. BLADE 6063-T6 AII.OY AND TEMPER QUALIFIED FOR USE Wf HV 6063-T6 ALLOY,ANO TEMPER �' VARIES o, _F838'.,_ BLADE(T f' 1.815' 4 VARIES 1.936' 6063-T6 ALLOY D TEMPER o .6H3• .-..- .b93• .OEU' p.I_.0,03. wl .093. .883' is . .166' w 7 . _ o n .- .1215,. r' ri w 176G', n ro _060 o n 670 A60' _ M.. .060' m o a Tsp. 670 1.866_` .. p. 670 _. . 3.520' ... o M t, t/�3-��7 _•--- ¢3.529 70 �`• 11 RV COUNG HEADER HV HEADERAIL.L `:1 HD UJUNf" HEAIIC{)fSl� � J579' 0 nED FOR USE Wj HV SLADE(1)ONLY, QUAUFIEDOFOR 76USAEu�j HV SLMPEtit�ON1.Y QUALIFIED FOR USE Wf HV BLADE�i�r tib HD WCL HEADER/SILL SEE SECTIUNS tUR VALIDtTYY. r SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE Wj HV 6663-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE 0 ONLY. 6063-T6 ALLOY AND TEMPER X T COMPONENT A R T1 T2 i X Y t X MN Y MN t r; 2' 2' 0.125` MAX. 7j6`. .vif84Y Ii{{ 3` 3' 0.090` z' s^MAX-I 0.192` M19;--' i ounuF;ED FGR v w/ HV ALUtAINUAt ANGLES ) as'^^"7''MAX, 0.190• 0,190' ��CORNER POSTS SIDE ANGLES O QUALIFIED FOR USE t@J NV BLADE`T OUALIFIED FG�7 USE Wf HV {; BLADE(1� 606S�-i6.ALLOY AND TEMPER 6063-SLD I ONLY, TEMPLIi 2' S'MAX.10113V 0,131' 6063-T6 ALLOY AND TEMPER " FLORIDA BUILDING CODE Chan High Velocity Hurricane Zone ,xip{t tttttt, 0 2015 EASTERN METAL SUPPLY,INC. BERTHA HVTM E C O >,x c. Accordion Shutter System �v eLAnE#T w/DR w/D KV.vtlt[1D7M t31AOE American Shutter Systems Ev. DEselpTm» DATE mww 8Y: M.L. TICCIT TESTING & ENGINEERING COMPANY Association. Inc. + DED tt-192 4j73J1S oA7c 4(7sjt5 STAtE t}F_ '+v 6355 Rw.=k u,sir.3MvIft4WA CAReO ,riDRax 337 42BB Weatroads Drive 2 - _ t ?riaAa:t3osl67t-ts3o.rax:{365j87t-i531 v......_ DRAWING No .-Foa:mtaoaEcam West Palm Beech, FL 33901 s 1i0$ eF S NAL "`~� wALIXR 1° TILUTrtsr.Rr s _ SHEET P.E.tt `G!+ ini6ih�lftEjDAT[ FLORIDA Lk./M767 6 2 OF 20 4.576' _ -.. 4-@6Q .929', .74y' 2.293• _ t/f•-70x1/2' 1J4=20 OL OAST 745' ,a r- _fd]3l` 9uN�rAO ._ iN9rA0En e+KfO vAuttm 71/44Fu01D Gtt " -__.. 13 'T IE o ( a 9` (z TRP.y 3 � Q#KD)PAINTEDa i LiNtm I o ai7 ^rA- o� . _ s .._ r 0 1,35' y m • •376 -� -A KM111" WAI$C'MMER W _ @ 11VERMATE Y �,�1 QUALIFIED FOR USE W/ HV BLADE&8 ONLY HV FLOATING }IV EGRESS- LOCK 6063-T6 ALLOY AND TEMPER OUAi3(ED FOR USE W/ H1 BLAUE t & A_}ONLY m•�y_ _�•q2�_"._m._l 675: QUALIFIE06�'OR USE W/ HV QUALIFIED FOR USE W/ Hv 6066-TB ALLOY ANO TEMPER HY CORNER CENTERMATE BLADE(1 & @ ONLY. BLADE 6)& Q ONLY. QUALIFIED FOR USE VI/ HV BLADE(1)ONLY -.250'OD, 7'674•'_-.-- 6063-T6 ALLOY AND TEMPERP C HEAP SI__I 1�7u6- 922' M a .. m NI. _ _ t_ SCREW '_•'-' + ,t.000 N} • p O61 a, - 5 v ..I :380'AFrTR RIVETINC cry c1 b', OicK+. n rf '/4"0--20 X 3/4" BEFORE RNF.IINC J K h X0-20, RIVNUT* *MMES 9u4 A:LIWEMM(2024-TJ AM"wcr rvwst TNN a SHEET rAffW T.PART}0820,AS MANUPA4IURTII 8Y AWEL rEAEt ER0141 E3FVAt10N �9 by MALE "T" LOCK CENTERMATE $?' TM".PARSiPPM,MEW JGW 07954 OR EOIW. ,1.$66', - �� LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE !)ONLY HY FEMA E ",T" LOCM CENTERMXTE y "T" LOCK HV ALTERNATIYE LOCK 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE - QUALIFIED FOR USE W/ HV TE QUALIFIED FOR USE W/ 17V BLADE L1�ONLY QUALIFIED FOR USE W/ HV BME '�ONLY W/HV BLADE 0 ONLY. BLADE U ONLY. 6063-T6 ALLOY AND TEMPER fi063-T6 ALLOY AND TEMPER' ;D 3.161 m #• ;437 1 1 `•THUMBTURN .063' ;n -'-I� .4 C11lNDE7E OR ;214 _-062' Ker CYLINDER i I i i .545' I.n m 1D In . •.� i 0.075`Min, 3p LO KING ROD .4i �00 r0 mt 1 .725'Max. QUALIFIED FOR USE W/ HV BLADE(1 & A QUAUFiED FOR USF. Wj HV BLADE 7 &(i A) ., 6063-T6 ALLOY AND TEMPER `x(33) HD CENT'E MA(�TE'S INS&RT I -SU VAM o �6g63-T6 ALLOY AND TEMPER—_ : 1.`Mly. QUALIFIED FOR USE W/ HV BLADE(!)&CA) tIn ."1u/41-0 S.S.OR 6063-16 ALLOY AND TEMPER #-57f4n, (W CE7AftS) tt/2- I .�THUMBIVRN D0RCYLNDM CRU DER KL-YO.._._ N {{��;;--ss•��•yy�� LOCKING R{�DL3 ��°n ..._.. _.. 1.78"Mox. OLIAL.IFTED FOR USE W/ HV BtADE(D - '375*0 +�RE MOR LOCK . 6063-T6 ALLOY AND TEMPER f'IY 3,(80-36 ACETAL •37 HV 1 4" "?O AISI 304 13Y REGENT HARDWAREMOR(:SE LOCKS SEITtES 2333 HOOK BOLT LOCK. Q 35'))(NSTALLATiUN WLLl REQUIRE A /70" HOLE THUML3SC S RIES-S.S. THUMBSCREWS OUAUFlFD FOR USE V!/ HV BLADE(j& ((A) D7fILCED AT TRACKS FOR PROPER EMBEDMENT QUAIJFIED F qU ELM y V BLADE(T} QUALIFIED FOR USE W/ HV BLADE[t✓ FLORIDA BUIC_DINC CODE(Mon Nigh Velocity Hurricone Zone •....... i �r (D 2015[ASTERN METAL SUPPLY,INC. �,GeNSF' - B RTHA HVim = �E d �� A� � �A� Accordion Shutter System xu BADE#i W/OR W/O RV.WINDOW SLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems DESCIEPTION GATE DRAWN fiI: M.L. A'. 0u6 N.w.36th.sL,sm.3m.vaw:A 0rR0EHs.ROAn+331Association, Inc. I LO 71-791 4/13/15 DATE: 4/73/15 Phone:{305}671-1530.Fa::(305)e7T-1:.31 4268 Westroads Drive 2` 4�'L"'''•••.••••• �� a-.nw:eiE«000a.a>.,,• -- - DRAWING No AA4SSIONA��4�`� L0-0006719 West Palm Beach, FL 33407 3 AAATiItiNil1N11111` WALUR A Duff a.A.E. 4 _ 15-085_ P.E. SEAL/SIGNATURE/DATE 1.R1111 ua. e7 !f41SHEET OF 20 SHUTTER ASSEMBLY SCHEDULE FOR p — HVOCA 'HVM 1 FIV BLADE 1 41 4 3 3f8"0i ' TOIBLADE T'PCE 625' _.�.__ .___•._.-..... � i j .•._.`EDGE '(} .i675•FL_,_�_.,.._..___. 4 - .. ........ ...._,�..._.»_.....„_.._-,..__. `.0696 A625" HV BLADE lA �� 4tIV WINDOW BLADE .0625` t . ...L, QyJM X-Y 3� HV LONG RECESSED NYLON BUSHING I ""'' i BLADE'S- •0 OPENIN 1675' Y _..___. ..__'._._.... ....._ ..__..,_,._-�..—.._...__ n ,KNUCKLE .l .0625" 5 HV SHORT REC[SSEU NYLON BUSHING 39 +- G`4,•.j;Y-.�.! �� __.._-......___......._...._.... is � ..._., ( : l� HV NYLON HAT WASHER pR a d ! tFIAT PORTION] i 81.75 ___.__ _.. _._...-...__ .�..-..._..._.�._. f �`!ya r ! ._ -Of 9L. ••y,J CR t 3750' HV WHEEL CARRIAGE AISI 302-303 SERIES ///0z.B75 X 6.870"x3/16"THICK NYLON WHEEL. • , h f'� t �1 2 7/9'MIN. ; HV WINDOW _-- -_. ! t_•3/A`6 CLUB . O T88 mAISt 301 SERIES S.S:'RiVEf'S--...._ - - '-:�i�'---- - -- •--I_ B��N — - v _ i 03 1 3/4"-ACCORDION PIN W/ 18 HLAD * - - - EXTERIOR .� t BLADE -_•—� .0625=I. 5-- HV e3.9500• _... - I OPENINGS- ;\ / f 5 3/4' Y -C' TERS:Ff IR-r- V 0 LTV 7. 3/4" ACCORDION PIN Wf 8 HEAD * i. i -.. .41 . ,r -" 0 4 " p POLYCVU BONATF IMPACT RESISTANT 11V WINDOW _47P I E ; ; ! �BEtweExt ]YPlCAL HV WINDOW BLADE Q AND (DORI or n} 1 3 ^� 3 POLYCARBONATE tiV WI DN OW ET I fSEE NOTE FOR I REOUIREMENTS) (f)OR i , i r s!cLYCAR6QLIILTE }h4PACT RFSISTANT,_FiY YV1N _ i 1 1z'unv�Y.a cc��'' BAYER MAKROLON 3103 POLYCARF3ONA7E i.i RESINS, UV-STABILIZED GRADE OR SABIC * ( I' ( � ---- �-•' TO BLADE M INNOVATIVE PLASTIC C.EXAN 103 RESIN @ f (SEE NOTE "F' ON SHEET 19). ,,�, (1) HV PIN SHALL ALWAYS BE USED Ar ALL EVE�R(OR � BOTTOM KNUCKLLS OF HV ACCORDION SYSTEM W/ HV lJ OR POLYCARBONATE SOURCES FOR IR HV (2)BLADE. GAL SHUTTER ASSEMBLY °, f y EXTERIOR WA1uc LST ! HV PIN2 OR 4_ AT (2) ITYxtc+t PNaTXs . V�n TV PIN (9 MAY BE USED IN LIEU OF 0 AND ONLY AT � f d EXT MOR EXTERIOR BOr10M KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D ¢032 BLADE'S KNUCKLE. - ¢2Y1FEl BLADE WHEN CORRESPONDING TO INSTALLATION "i1", SHEET 7, - (SEE NOTE *FORcP D wnVRr Asn U792 D.w3 lb/1', aw3 teln' .. ,04a=1r-• () REOUIREMENTS) U V111 � 1YP_ I � 1B191E 1T¢D SINtHCEN AM DDJE 9AOD Ps•;. 9�JO P.v:. (3) HV PIN @ OR @ W/ 1/2" O.D. 1/i6" THICK S.S. WASHER R �, i ' °�' ltrxuw.sDDca AT Tan ^1 °TIIQ '�S°0 a" 'x'9° Fs6 h ill ' I FLE)CU L NDDU}h ASTM LIM NOAH Pa.;. 315.000 Psi. SHALL BE USED FOR DIRECT MOUNT INSTAL L.ATION PER DETAIL. X. '�°'el�_ 11F, ;1 i 1 I 1 tt�c SHEET 0 �^ j j ND"10 GoD �,� Asn 07% ,a FT-A! n n-et FEEL GA�RtAGE DETAIL �iTl n AMU 0x15., s:.2 s a's x uv ASSEMBLY LAYOUT RALE OF euli l AVN LIED! c_L cuss c-L aAss N.7.5. SFtr IDNiT10lt A Iw DIM row s 9— ASM > A'S'IN 0 5 TONSIX SIDDLDOI Anal MGAn ASTM M 9302 P.., ME)-1. (1)HV BLADE SOLID & �� HV WINDOW BLADE DETAILS '° MM KFOKD Asn fail "411 ��. N.Ts. FLORIDA BUILDING CODE(Non Nigh Ve(ociLy'Hurricane Zone ,_ CT 2015 EASTERN METAL SUPPLY,INC. Bol` rz�lrrij''� Rk VICEn BERTHA HVTM !L. E C t? >,N�. A, '� ,A, Accordion Shutter System RV.R XE#1 W/OR W/O H.V.WINDOW BIACE American ShuHer Systems X DESCRIVION 6ATE MwN 6Y: ul. TlL1 iT TESTING & ENGINEERING COMPANYp•, ATE OF >F� 6354 N.W..46mSL,Ms WS.VMD rAMENS.FLORA 331E Association. Inc. , OLD 11-192 4/13/15'DAIE: 4/13/15 ,E�;.• aFtIDP �<( ��` Fhane r(305)971-1530.Fox;(305)971-t531 4268 WeStroods Drive 2 DRAWING No `� a--mDm LIILecoOuPTcPm West Palm Beach, F1. 33407 3 'moi AL ENt'�a`` EB-0006719 4 15-085 WAL iF.N A ORILLIT06/9 RE P.E. S�HI ff5tlS16'}�}URE/DATt F1'om°A L``'p`°'E' s SHEET E 4 OF 20 0.0 m ( ©a.}�3$� br *NOTES ON HV LOCKS AND CENTERMATES: A e c o '�' u N s r u 4-� "' 1 MANMTORY CONDITION/1. ONE W LOCK 0 or SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR 0 OW /2 OF SHUTTER SPAN FOR SPANS UP TO 105".AND FOR INSTALLATIONS AT ANY ELEVATION. FIV LOCK 2�or $MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO�,�OR 4 CENTERMATES W/(2) 1/4'0-20 x 1/2'LONG FLAT HEAD S.S. N.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. JaC%« �� 2, N 11:IF DESIRED• FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV �i3. LOCKS of S OR q§MAY BE U5ED AS AN INSIDE OR OUTSIDE LOCK. CONNEC110N OF LOCKS TO CENTERMATES OR O�SHALL BE AS INDICATED ON NOTE(1)ABOVELOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. CONDMON 12 MWD ONLY WHEN l•ILNIIATORY CONDITION J1 OR UMMM MANDATORY COTro1TION N - !2 IS L W/t'W0 H.V. LnCxS): LOCKING RODS Q9 ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY - — - BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS @ OR AN ALTERNATIVE DEVICE - _ MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). y� 4. •ONE W LOCK Q1 R 0 SHALL BE USED AT CORNER CEMERMATES FOR ANY-SPAN- 3, NI SPAN SII AND INSTALLATIONS-AT-ANY L7EVATION. HV-LOCK.(2 orJ SHALL-BE USED AS AN OUTSIDE OR INSIDE-LOCK. o ATTACHED TO Q1 CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2'LONG RAT MEAD S.S. M.S.TWO LOCKING RODS SC's �S AT TOP& BOTTOM 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. o �R8g4 r S.EJEW ALTERNATE-TO MM13ATURY MDMON #I VAI to ONLY FOR W I OW 9-0 IK/SYMMEMN ONEALTERNATE VA LOCK MAY BE USED IN AEU OF LOCK FOR ANY SPAN AND 710NS AT ANY ELEVATION.ALTERNATE LOCK Qo MAY BE USED INSIDE AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT U ESJL N OF 1/4'0-20x3/4'S.S.THUMBSCREW TO 0 OR'q�CENTERM:IATIES-SHALL BE MADE W/ 1/4'0-20x3/4'ALUM. NVD I � Y� ��u�� i I b � RNFIV NUi AS SHOWN ON SECTION E. SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHITTIER SPAN OR TWO d I g tqa „�a LOCKS AT 1/3 OF SHUTTER SPAN. 6. UMMA `_ eMON 13 FOR ID:YSTONE INSTMIAT1 L•OLDmNG 0114: ONE HV LOCK or 'or�8 SHALT.BE I USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12 ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96,AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK Q,? or q?)or i1iii MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO Ifj or 0 SYMMETRICAL CENTERLV+TES W/(2) i-/,V--20 x 1/1.'LONG FIAT HEAD S.S. SEE END M.S. LOCATION OF LOCK SFW1 BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/0 CONNECTION I �, OR(5J'TOP AND BOTTOM LS COMPLETELY MANDATORY. DE'TALS ON D F E N 1 J K L Y P a R y W X SHEETS 10& I + 18 Trp. FULL ( II 1 *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT. I --- --' ' - OF CORNER YoN l oNummi) 1 CENTERMATE �.ONE ALTERNATE HV ?'LOCK MAY BE INSTALLED IN UEU OF HV LOCKS'��OR @9 FOR ANY SPAN AND r INSTALLATION AT ANY ELEVATION.ALINATE LOCK�d Y BE USED AS AN INSIDE ORO IDE LOCK. ATTACHMENT C. J OF LOCK( INCLUDES USING REINFORCING LOCKER k J AS SHOWN ON SECTION FIVG, SHEET 9,WHICH NUSi BE 1 1 CONNECTED TO CENTERMATES��AND��W/ 1/4'0-20 z 1 1/2'LONG S.S.THREADED BOLT W/ 7/8'0 x 3/32' WINGNUf OR W/ 1/4'0-2021'S.S.M.S. INTO A 1/4'0x 5/B' RNNIJT.LOCK MAY BE INSTALLED AT MIDSPAN OR 12' (6),-(7) 'MUM ABOVE AND BELOW MIDSPAN. USE OF 7W0 LOCKING RODS�SS�TOP AND BOiOM IS MANDATORY. "fAwD.OW it l8�•tis)m(19f•n`31a`8)•y5�NN(i •5q * 0 L �CE �ATANY . E ALTERNATE HD LOCK(MAYBE USED IN UEU OF TYPICAL (1�) HV BLADE SHUTTER ELEVATION HV LOCKS L OR - rOR ANY SPAN ANDELEVATION.ALTERNATE HO LOCK 54]MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK 49 TO A IS W/3/8 x 3/8'F.H. S.S.M.S.,AND INCLUD[5 N.T.S. REINFORCEMENT INSERT 0AS SHOWN ON SECTIONS HDB-FNB AND HDC-HNC.SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE NIDSPAN. USE OF LOCKING RODS IS COUPLETEI.Y OPTIONAL. . —FLORIDA BOWNG C ( on i h Velocity Hurricane one A:.7.1��/��-'- ®2015 EASTERN METAL SUPPLY,INC. BERTHA HV A S S Accordion Shutter System L ECO I N c. . ■ . . KV.RAM#1 W/OR WHO H.V. WINDOW BLAX Amedeon Shutter Systems REV.w DESCRIPTION DATE DRAWN BY: Ml. TILL1T TESTING & ENGINEERING COMPANY Association, Inc. + OLD 11-192 4/13/15 DAIS` 4/13/15 a' STATE OF :'Q r DSR N.W.301A.St,il,.305.MRM%k CARDM,RORGA 311 -- 9 4268 Westroods Drive z Phone:(305)871-1530.Fax:'(305)871-1037 DRAWING No R .it:sxcroo°ol.c°m West Palm Beach, FL 33407 5 15-085 WALTER A TILLIT J,P.F-' S SHEET P.E. FA 11314 20 N�ItiURE/DATE TLaaw a 4a1s� s 5 OF r-CONCRETE ANCHORS POURED CONCRETE _ POURED OR CONCRETE BLOCK POURED CONCRETE- (SEE SCHEDULE ON REQUIRED 1/4`0--20X3/4'S.S. comCRE1C SHEET t3) RF.ODUiFD REOUIREO __ _ CONCRETE ANCHORS � MACHINE SCREWS (SEE SCHEDULE ON W1 1j4'-2D _CONCRETE ANCHORS @@-W--(SLE MOUNING tUl ON SHEET 1) SHEET 13) NUTS O 12'O.C. (SEE SCHEDULE ON SHEET 13) � ! 12OR{,1^4 Min- ED '0-2ox3/a^S.S. Min. ~� it EQ E0� MACHINE SCREWS = -Q 2' r H Alii O.C•-20�NUTS r�P,'rC_--_ •;...19 E.0.4 �J/ .250'Max. -- - _ -_0 an $ `CJS / D ' N�.. D. .950'...^. / '' i i i •/ � �' I i i ".250`Max,Ox. OPRONAL 1 1 H � OPTIONAL ' m 4As(SEE _ H c.,satXxaE w s¢i ; •- .___ 1-'OR AS♦ ' MIN.SEPARA71DN'to GLASS 1 W 961T 10 f>R I" ,(r�_ - -� EXISTING._. EXISTING ---H O - -fSEE SCHEDULE ON SHEET 11 GLASS--i L4A1lSNQ E9 1 MIN.SEPARATION TO CLASS 1- __-.. J-L —_- -- �'"(S£E SCHiUULE ON SHEEY_It' IXISTTIJG � I l - _ (679 HV WALL HEADER INSTALLOON — I �C�HV WALL HE�y,�IER- iNSTtILLATI4N (B) HV WALL HEADER INSTALLATION + KEYSTONE EXISONC _. _ -_..__.............. ....-__ 1 - IN "+ ION 7 M SEIARAT fa GLASS SIH G1AS5 (1 a)♦ --'_- (SEE SCHEOULE ON SHEET S 1 O cU�(3Lf� 1 ' ...�-/d� v i MIN.SEPARATION TO CLASS f H S rXilCLASs_ 1 FOR R000I Vxv c� JHI (SEE SCHEDULE ON SHEET i1) ' W 9FEi 18 PTA ' ! [Lu30)n To TING OPTIONAL s CLASS-_-i r E F / H 11• _! 1 i�---OPITONAL H e e H_.f >aGX. '/_�-_-p.. 1. ._(1'3 �, Max f • i N - // _ - l J @ 1L- j/ 3 OR t75i j ~H f ED 1 } ro- �� _. �j L10R 14 fi1 1 -- 1 EO-�--�.•O.r PHILLIPS TRUSS HEAD 1 7- M 114^0-T.Ox3/S'S.S. PIIIWPS J ,j f H 17 at S I MACHINE SCREW USING _- ,� ;. 1 CONCRETE.ANCHORS 1 7RU55 NEAR MACHINE SCREWS r- CONCRETE ULE O N iJ } @" T'r 1/4'-20 NUTS 0 12'O.C. \ (SEE SCHEDULE 4N (SEE SCHEDULE ON SHEET 13) i ! ` `` ~Min. POCoCONCRETE-- SHEET 1S) Wf 1j4•-20 NUTS O 19,'4-C. OR��CRECONCRETE E BLOCK L/_/�/hr./i._ OR CoCONCRFIE BLOCK WALL REQUIRED Cj HV.WALL SILL INSTAL TION P (SEEWNCRETE SCLIEDULEiN OiREOUiH£0 r• POURED CONCRETE.t SHEET 14) EF}HV WALL SILL INSTA"TION OR CONCRETE BLOCK WALL REQUIRED HV WALL SILL INSTALLATION tt411:_EOR SHEE dBH FOR PICAL-0SHUTT -- INSTALLATION DETAILS W 1 1- SEE SHEET 4 FOR TYPICAL.SHUTTER •E.D• EDGE DISTANCE ASSEMBLY ♦ SEE UM ONNS OF USE Ea' }} BLADE 9 MOUNTING SUR CAN BE COMBINED (SEE SPECIFlCATIONS ON SHEET 13j ULIDE`�ON SHEkf 19 T HV BLADE IN ANY WAY TO SUR ANY INSTALLATION. _ umuw FLORIDA BU01NG CODE Non High Velocity Hurricane Zone 15T 2015 EASTERN METAL SUPPLY.tNc. BERTHA VTM = _ !�-0 A.S.S.A. Accordion.Shutter System KV.R.VE#1 W/OR W/O KV.KiFDCNl RADE •�%� American Shutter Systems N DESCRIPTION DATE OPAWN m: M.L d= SHAT OF TIL(.1T TESTING & ENGINEERING COMPANY 'p••. (VQw" 63:7 N.w.,1T.IA.51.,Sle.AGS,�1RRfDM GARDENS,ILORDA 331 Association. Inc. L OLD 11-192 4/113115wtE: 4113j15 �. Phone:{309)871-1534.fax:(343)871-1531 4268 Westroads Drive 2 ��`��`� �-'^`ea AOOOG7O19i•oan West Palm Beach, FL 33407 3 ORAWIHG No ''N. ONALL�•Nti�`` WALTER A.TILIJT ,P.C. , 15-085 P.L..SFA[')l9iNATURE/DALE n0 c'U. a167 8 SHEET 6 6 OF 20 POURED CONCRETE ANCHORS i _0 ._�l OR 1... -O i ro�aAu CONCRETE (SEE SCHEDULE ON SHLEr 13) I To a ts;(EEE Z'IJJ EXISTING I t REQUIRED I _ _ EOCE OF "I 1 T asDtl m t'I i('�s'im I)D GL/SS__._i SIELT tt) ' '( - __ _ , 4 9lET 1B fIIi YN.?DNtMON - ' I . ro aAv 9 / j j APPIJCABIE E snNG ism&0 1 , , 1 j � oN seEr 1q � 'I CLASS i ALTER •i t i EXISTING AN t LO An.. i t t l I I I _ r�10x3/4"HEX WASHER HEAD I I 1 I I / EDGE OF 11 OR 13 OR 15 J/6 uw. / TEK SCREWS® 12"O.C. g j SLAB IF J/ACONCRETE ANCHORS I I L/ APPLICABLE �� SCHEDULE ON SHEET 13) I E ( ./ FOGE OI' / r / SLAB IF f o. GLASS E�I$—•-h //1/2' - �_,! / -LOCK,OF �/ EXISTING I 1 I I 'I / APPUCABLE ' APPLICABLE ,_. E.Q.. ( EO. M LAB IF E POKED FLAT FVJD CONCRETE ANCHORS I �1 10 a` % CONCRETE TE I D'* - (SEE SCHEDULE ON SHEET 14) / CONCRETE _.I 1�fEMC� t I ,{1♦ POURED-.•/ ...�. /-,......./._ REOLINEO HF.OUIRED w y4E11B r1x 1 OR 1 CONCRETE FLAT HEAD CONCRETE ANCHORS a..__ SEE SCHEDULE ON SI{EL7 l4) _ REDutR_D ___E_o•—'— E. D. ( I1LRFNCH INSTALLATION ---fir— - - - VALID ONLY FOR UP TO+70;'75-PSF-RS:D: ( HV FLOOR INSTALLATION t W HV- WALK—OVER INSTALLATION DEN Uu ERESSUREERA'n G& FOR SPANS PER 11 (G) HV CEILING INSTALLATION .� —Rl>H�.m v.arww.lAsnal O -•jrI�t.�._,^.___..w.-..�.—m,U I ._._.._ _.._ rhI 1i uW ywlulwN ro I I IXLSRHD .___.-..— . —.(•o-H. SEEC CLASS, ( SCHEDULE ON 1/4'0 OW BCW/ SHEEnfWADFOW STING tECdYr CR /IM r<W4M GLASS—, FASENFRS WMM+AAIa6 W/IS1 JIM1' N.EVRD10d O 6EXISONGIX�S ` CLASS ..4mmawAWM�PjfIsN II -ti\r:-11J�4/ F I I ry 1 '1(slc•sObTxzi a ti) 1 O.C.FOR UP TO 6•—e SM AAD 4•O.C.FOR SPA4S wLca THIN l.:/• ;I ._I / ,/4• , ,�I .( e6-O"1P TO 6•-0•MAX APPLY , SEAAANT AT ENT/FASTL7V LEAD IMAX. (T».)(SEE NOTE tt av s¢r L1 --I /2. i Cy• / -- 1 01023/4'HEX E. L�DR LnaA 3�♦_ .. 'MAX. 1 (3 OR 15 - _ i i I t -T WASHER HEAD / / CONI.SEAUwf.-_��'� uvL i i -TEK SCREWS 1 / I r _ / A. e '1 3 B" / O 11"O.C. 1 376 / I I. _ y/ 1/, -70, c 55 N5 14x3/4" HD!FIFAO�I' �S / / moi/ t I �• TF.K SCREY/S 19 9"O.C. 3 ' r.-/..__ - dT4x3/C S.O.S. / ___ i I I i 1/4 J I ;•. / ._U9NC 1µY-20 NUTS OR 1/4"0•-20 S.S. M.S. i CONCRETE ANCHORS %, 6 '(� .. J/ /� O 9"0.C. _ Maz. I ��i�� • o 12'O.C. W/NUT N 9"O.C. ' i-(SFE.SCHEDULE ON j / �. I _ EJB$RNc NON STDUCTUFN. j SHEET 14) / O 1 - 2.OD'MN._ WALL M.(DECORATIVE T.iia i 17 oR 18 1/2'-- I" j 17 RC8) I Imo. .119T L) I % I EDGE OF .• ..E.D. / / / SlAO IF I )14x3/M1-F.H.S.D.S. .MIN. _ POURED CONCRETE / ✓i.'�>�/ -.. \ \\`O 9"D.C. -'RCCVILEO %7/6"/! APPLICABLE- \...CONCRETE ANCHORS `SSU NO U(b) I••.Y I , _ E.D PUUREO CONCRETE. (SEE SCHEDULE ON CN SHEEN 1 POURED CONCRETE- SEE NOTC 3(b ). V / K ON SHEEP 1 J /IL D,/--.- ............ .�- OR CONCRETE BLOCK SHEET 14) OR CONCRETE BLOCK •� - REQUIRED REQUIRED !M)KEYSTONE MOUNTING INSTALLATION OPTIONAL CONO:REED ' (IC HV WALL FLOOR INSTALLATION (L� HV WALL WALK—OVER INSTALLATION MAX"SI51DrD'TD SPM 8'-0' ♦6`'n a1 RCOUIRE (J) HV RAINGUARD INSTALLATION t �: NNOTT'FOR COIABINATION OF SECTIONS: 1 LREMOVABLE WINIS HIEN PERFON ORMED _ • E. D. =EDGE DISTANCE ADJACENT TO AN OPERM1.F- EXIT SFE LIMITATIONS Or USE FOR `►, 1-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) OR ENTRANCE BLADE QA�ON SHEET 19 INSTALLATION DETAILS r�' (1) HV BLADE ASSEMBLY - - 2-MOUNTING SECTIONS CAN BE COMP.INED FLORIDA BUILDING CODE(Non High Veiocit Hurricane Zane IN ANY WAY TO SUIT ANY INSTALLATION. (n 2015 EASTERN METAL.surPLr, INC. A BERTHA HVTM ��?• 4vr,ENSF'r'P -, A�S■S■A■ Accordion Shutter System •``_ 7.-- I L E C 0 w c. H v.aanE gl w/.oR w/o KV.WINDOW Ell-ADE American Shutter Systems REV.m DATE DRAWN er: M.L -a'• -S LATE OF �` TIL UT TESTING & ENGINEERING COMPANY A930CIOtiOn, IIIC. I OLD 11-192 4/13/15 DATE- 4/13/15 6799 H.W.Sem.St,Ste.=I,V—"GARDENS.ROROA M 4As dation, Drive z PNGBB (305)671-1530.Fax:(305)671-1531 DRAWING No R- 1:Ult—ow.— West Palm Beach, FL 33407 3 5-085 ED I ttp�`x WN_TER ALLITJ,.P.F 5 SHEET ttt FLORIDA Ur. /44167 P.E. SEJLLIfSI�'NA�fURE/DATE 6 7 OF 20 SEE END WALL COME ETS 10 & SEE NOTES ON IMINO RODS®,W LOCKS 2©ar /y N .T INSTALLATIONS W,/ HV **AND ALTERNATE IN LOCK AGN SHEET S. iJ U T 90- I EXISTING CLASS ' BLADE SLACK DETAIL tWF IS VALID FOR ALL BLADE W HV CENTERMATES CENIERMATES APPLICATION MIN BLADEC &ig ❑R SEE END WALL CONNECTION @�-0-©�` EXISTING DETAILS ON SNEFTS ,0 /� " ._-_... _ ANGLE w/(2)1/4's TAPCON 1/2 1�j —PP0%—q ANCHORS TO CONCRETE f '?' SYMMETRYCAL (TOP/BOTTou)x CENTERMATES C€ ER TES MIN. SEPARAT1oN s.U.S.10 TUrI$T ptox3ts'5.M-s.0 12 W HV LOCK or S To ctnss AT EACH ANGLE.(ryP)l O.C.FULL LEN HT. 1 W,f.,�IV L_OGK Ar (SEE SCHEDULE _ =..___\ —i- ON SHELT 11) # 94 5 ��,®.�°°Qa,o•Q°^ J --- 2 HVB LOU �*f HVC HVA d�d�«O'�°° °� a��` EXISTING GLASS POURED CONCRETE OR �'�y • 1 - ,D•��(( +�{'� + }m �— C�OONCRr BLOCK WALL ' SYMMETRICAL � r Elcrsnxr S• 8 to i 8� 8 a' - .. T— � l GLAss ' 8 I8m 19•�w( •� \txlsRN I CENTERMA7 S * �_�— l/'Q•�� MIN.SEPNt5ON f -_ GtA45 m .{i� ©•o�� a-o•o (5EE SCHEDULE , "ROT", g 9• as 1 5 ) / MIN.SEPARATION (/��* (INlT7tI0R) O © © �' ON SHEET t t I TO GLASS + Q' �-/ .._.•... - ._.._. (SFE SCHESHEET 1J1) 1 N OuTERIOL C� .. . ON SHEET 1t) (SNTERKIR) .... OUT IIE/ . i H * VARIES t X 03 nt' _.._. �:_.`.. \ C I * �f (•/'� VITT 6 1/2'L1AX.SLACK _ J •/ ouT (EXTERIOR) HVE �_... .HVF** HVD FLORIDA BUILDING CODE{Non Mgt, Velocity Hurricane Zone Aj1yyy11LI11iBldlyA ©2015 EASTERN METAL SUPPLY,INC. BERTHA HVTm /� �+ Shutter system l E c d ,N-. A■s„w7„A■ Accordion Kv.etaoE#, w/CR w/o Ku XlNODw BLADE eel, *= American Shutter Systems MY. DrscaPrlox DATE DRAWN ft M.L. TIWT TESTING Es ENGINEERING COMPANY -offSTATE ws*N.W.3GU.st.Ila 30.VeGNA cAMM,rLORmA 451 Association, Inc. t OLD 11-192 if13j15 aaik: 4f13jt5 �COA,OQ (3a3)671-1530.Fox:(305)871-1531 4268 Westroods Drive 2 a_ 6it DRAWING No 61: ccoo-1— West Palm Beach, FL 33407 5 ., F ••.. .. ••• ,,� ER-0006719 15-085 WALTER A:muff J,P. WALTER Lk p 44167 5 P.F....... �jA�TPNiE/DATE s - 8 OF 20 ALTERNATE TNS A N W L CK 8V -------___ - . ALE FE ALE--I- L C ERMAT 8 LOC E S HY ' -LA E SEE cue CONNFCnON DETLIL ON sNEETa 10 a +e - INSTALLATION n NY BLADE ----- - GLASS OUT IN '��°�" MADE 0S=K DoAt Mr.010cATEO ON swr 0. j HD CENTERMATES 1 /'� AS NELL AS II MMOL FLOATING BLADE®DETAIL Mau- nl0os.�(©11(:'.�1P�C/n'lA�..A",r®n MICATED ON THIS SHEET.WY SE USM W.TH tier'Al tO«�P4✓•1L'J'�©•l'.YP INSTALLATION OSTM.IMA SHORN N Tails SHEET. �(,$'�� $NESTS• Ha 1k �Hamm- o-d) .. - . T .. � 4.-'----- = -_:--s____�_ - -- - --_ _ (aaTwNu) _ t�d}, (o'mDKW ltyfert/2_SYS 1O ZyQ�. 4f0.3/l•SMAS.D t7+. »... -. �� .-. AT CACH ... _I N -...� 4 H , ' 30 "T«' ......... PINS(IIP.) S HV •,', 3 TOCK {INSIDE} Q ..4%!.' _... 7 a/s• .s. ... ,- Ism Daaout I 3 _AAAA — — - 3i)GR 32 3)aR2 3)oR 23)oR 302 E� �' l�' LOUT f 3 35* - r7, NOTE 6 rOR w LGCK@. 221 )�4T 0-20 X )LOCK,ON SHEET 5. * W/ 7/8"0 x 3/32" WINGNUT. (OPTIONAL)HDB—HVB OUT HDC—HVC 3f�0 HV 'T" LOCK (OUTSIDE) SYMMETRICAL HD CEF{TQRMATES 5Ytd ET CAL HD CENTERAT S' j spars eta.A l WN M F t.v* A:9 W/0320 LDCK (EXTEFLQ� .4�K II.�IT_rRI R 2024-TJ ALLOY}ARCS F'i1Hbf.THIN SNFET NFACTU.PART /0870. 10•®P®1 @-0-0- AS TORN, CIUIED N,'NON R GIMIM 6-6 . 07054 O.PEQUAL:NY,HLW JERSEY ' • 0 O7tet OR EQUAL n 7 n *SAL rL IpM SIXOGAT9VCAno- © (4J �Lopes w. rA _ _ J SCE IIIIt^u M IIIOS Q ND NW,t3 oEe HDD—HVD� ' FLOUT N6 STACK FLORIDA BLItDING CODE Non Nigra Velocity Hurricane Zone ®2015 EASTERN METAL SUPPLY.INC. 'a�P'L\GENg ':' ' ,.,,� BE THA HV /� /� TM T!L E C o �N c. Q.�■ .M■ Accordion Shutter System _ H.Y.BIXE 11 W/OR W/O FAV.WINDOW RX E TiLLii TESTING Ec ENGINEERING COMPANY AMerIel Shutter Systems V, DE9ORWnON DATE DRAWN Tn; U.L. 51Rit OF y Asaocia#ton Inc. , ao )1-ssz +13 e%SR M.N.JNI.5L.Stu.MS.VIRGINIA GARDS43,NORM%316 + J /T5 Ewe 4jt3ji5 Ph- (J05)871-1530.F..:(305)871-1531 4266 Westroods Drive 2 .. ��'c`tt;•, -\. .�` c-mail:tBtCCOYoM.torn DRAWING S O$`J /ONAL E`� �� WALTER A TIL87 9 P.E. Wept Palm Beach, FL 33407 Jf4r it N1tA nORE)A lir.{44167 S SHEET P.F..SE�tf 5'I��ATURF/DATE 6 9 OF 20 7 "--"— -�POURED CONCRETE POURED CONCRETE POUREU CONCRETE POURED CONCRETE OR '-- / OR CONCRETE .-,.� OR CONCRETE _ OR CONCRETE CONCRETE BLOCK WALL BLOCK WALL REQUIRED 1 ......_-.....—.�-+{ _ /� -' BLOCK WALL RI:OUIRED i j BLOCK WAIL REQUIRED REOUIREO �.+ / / iI ..._. // / I -EXISTING GIJISi r EXISTING GLASS (/ NCRETE ANCHOR/ EXISRNG CLASS �'> - """' `S 2."MIN EXISTING GLASS O 16'O.C. �-.. •,.., /"' _ ( MIN,SEPARATION t• f- .-. <r / --•2'MIN. - TO BASS(SEE PT--- S illy MN s TARA710N J"Ir 1 10 GLASS(SEE ED ' EC ro(SA`"u( - / 1 'ER10 O� MN.SEPARATION ON Sl+T 19 FOR i SCHMULC ON S"U:F 1/16-x3'MAX.--_.,•� 1 Sa#I)VIE ON S}[ET G i t FOR DUCE 0)AM (6063-T6)CONT. BLADES(�&� � 11 WR GLADE O&ID ONO (LOCAFOR TE AT ON SHEEIT 19 FOR ALUM.CLOSER �J I \ �& 1/p• 1 -_._ tit %U'r E £IT1O SIDE i EtlS)ES(�& PLATE.(LOCATE 1/2 r f a.r�0"0 OF 5 ) AT EITHER SIDE MIN. .,._` _ _7 ..-_..____ OFa) j jl $USE t'OR 2"MRC. �. . � r' itOx1/2"S.M.S._./� 1 ..... _ __,____�../ (AS APPLICABLE)x2'xl/0'x0' �1AxTf2'S.4.S,J ,_ i a IV O.C. �....».-�� ALUMINUM CLIP ANGLE I ! —91 6'O.C. ,�>'/ 4 "� 6063-i6 ALLOY)AS MtDHEtCNi.•�� (/f .._ _ f-�;`-f_,- _ _ ,— .. •_-__. (2)1/4"0 1TAPCONS ANCHORS TO 6,0--R- .- SFE DEIaL X FUR 1 WNl AT-1'O:C-(L)orATF-AT 1 f SIDE TO TRA K S \!J 4R I - -- - £FTILER SiL7E OF(4}) ) OR OR SEE DETAIL x FOR—f 1 OR TD TRAGKs -._ SIDE CONNECTION 0a.6 0 OETa1 X FOL/ Ai. atya�+�7 B• 10•�w TO TRacics I--a�w'�6"'.'Qa6(„)"10.®<„ w ,Ar'•�� SIDE CONNECT" �w�M©F d• w�"` �"©•®°'©•0- TO TRACKS t •:✓ ®°�® moo°tl l •°aa� 0'©•°� (_©o °-®-o•°- 0•o•©a®,Q•°a (D-0-0-0-0-0- -0.0°•®s°•®w®,°v 6 END CONNECTION DETAIL(l) END CONNECTION DETAIL Q END CONNECTION DETAIL a ND CONNECTION DETAIL 4) POURED CONCRETE 46 REQUIRED ONLY FOR SPANS GRATER THAN 12'-0' -- _�pCtST,NG CLASS CONCRETE BLOCK WALL S GL REQUIRED / CLASS ✓ ________ MIT,2"aTATtON / y ) __ �::-_--------- TO CLASS(1iE ® I6• .C. ♦ MBR.SEPARATION 1 ! L__._�__,_ / `.><.SfOI.tE ON StELT f ti� TO CTASS(SEE t '�`A`' ._. _..__ �OR®OR@OR / II FCR[IME FOR CONCRETE 1/2"MIN �}�E ON 5101 ``^�. _. - / // {ON SHFF.r 19 FOR ANCHOR<D '' i 1 FtR EAADE QMq l �-"";- 7 OR OR'I OR i 'CONCRETE -.. ........_._._..._ .___� D&Q) 12.O.C. f .». _.....__.-_.- ONORKSHEEI`19 FOR i .•.._ © J��, ANCHOR .1 4 1 CQ �, 5 01ADE5(D&0 � _ OR@ O.C. i/2"MIN. EO "©OR�OR�dR ?-MIN-�` 1 2-MIN.�� ♦ SEE LLMITAHONS OF.USE FOR Y _..._. N EDAOE A ON SHEET 19 1 ors i 3 DR i oR 1 OR i Y t L POURED CONCRETE OR (i)OR © 0-&0-0 ,6•0a DETAIL--•- --� REQUIRED ErE BLOCK aAu � � Ow ,omQ�"��C�, ®�"�©a END NSTALLATi N RF.OUIRFO ♦,\. 0�©°N©Q•�� •�.©•7�•'+,.:-0.7O•®`" (1).NV BLADE OR HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WAIL. ENNQ CONNECTION DETAI END CONNECTIO# D TAIL® °. FLORIDA BLI DING CODE Mon Nigh Velocity Nurricarie Zone 2015 EASTERN METAL SUPPLY,INC. A ■ B P�� L E C a A.S.S.A. Accordion Shutter System _.".; � ,. ■AtLv elaDE#s w/OR w/o kv iMNtX}N RADE g American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY N DESc rPnoH DATE BRAWN sr: M.L. �:• STATE OF •Q 4 6355 N.W.J6N.U.51..JOS.v71 OM CARDM iTalm.Wille Association, Inc. I OLD 11-192 4/13/15 DATE: 4/13/15 Phony:(305)871-1630.Fcx;(305)871-15]1 4268 Weslrosds Drive 2 DRAWING No nn C`�� ,T:taiecWiudxum West Polm teach, FL 33401 3 8/iJKX 4`'ol WALTER A TIU r1 J'.P.E. - 4 15-085 P.E'.+r��4;;;17�AFURE/PATE 7T.CRUA U;.B 44t67 5 SHEET 6 10 OF 20 SCHEDULEAlSCHEDULE #2 SCHEDULE #3 MAXIMUM SHUTTER SPAN* "L+" OR *L-" MAXIMUM SHUTTER SPAN* "L+-' ]MUM SHUTTER SPAN*li-' (ft.). FOR INSTALLATIONS W/ OR -L-- (ft.) FOR R "L- (ft,) jNsTALL,41011 INSTALLATION LEGEND CUMMAI L (D &@ or INSTALLATIONS W/ S or �Ma lhl�ct CONCRETE.& W/ ONE H.V. LOCK 0 or 0 or or CE -, wj ONE HV LOCKS MANSORY WOOD (1) L+: MAXIMUM ALLOWABLF SPAN FOR A GIVEN LOCK%or U,� HD LOCK (a W/ NO LOCKING RODS . or 014E HV LOCK or or POSITIVE MAXIMUM PRESSURE RATING. CENITERMATES @&@ W/ ONE HV -I- W/ NO LOCKING RODS 69 DOR_W W/ NO LOCKING WALL A. B, C. D. E. M, N. 0, P, 0, L-t MO.ALWWA13LE SPAN FOR A GIVEN NEGATIVE COS LOCK @ W/TWO LOCKING RODS @ TOP (SEE NOTES t,tt) so, - MOUNTING F, K & L R. S. &V. DESIGN PRESSURE RATING. BOTTOM (SEE NOTES t1t) (VALID FOR MOUNTING 0 (2) PROCEDURE 10 DETERMINE MAXIMUM SPAN FOR SHUT 7) . FLOOR CEILING G, H. 1, 11, J T. U. W & X WALL MOU[NTINGS(TOP/80170M)OR FLOOR/CE]UNG: CONCRETE&WOOD INSTALLATIONS 0 CONCRETE&WOOD Mwww CONCRETE MOUNTINGMMt & M Asn,OrSION I).DESIGN INS141AMONS 0 . A4AX DC� INSTALLATIONS GIVEN A POSITIVE A.S.D.DESIGN PRESSURE RAtJWj, PRESgt" WALL MOUNTING FLOOR,CINEIUNO piw=pc WALL MOUNTING PRESSUA DETERMINE MAXIMUM SPAN 'L+'FROM SCHEDULE. MOUNTING RAIM & OU FLOOR/CnLING MOUNTING tasr.Y ("") FLOWCEIIJUG MOUNTING ON GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING, OR (�OR MOUNTING DETERMINE MAXIMUM SPAN *L-'FROM SCHEDULE. L —7- -F— - *i L f-ffi T-17A— #Tio -—tit) (9i' 4 L f (a) I.-in) 0 MAXIMUM SHUTTER SPAN -L+*.OR *L-" FOR 76'_ 30 16'-0" .30 16,-0, Is-0, INSTAILATIONS INTO WOOD SHALL BE UMfIED TO FINAL WXIMUM ALLOWA13LE SPAN IS EQUAL TO THE 105 pf.A.S.D. DESIGN PRESSURE RATING. MENMM DETERMINED SPAN BETWEEN 1,+'AND 35 14'-fO- 14'-10- �IWZO_- -14'-10a._-14'-10"_ 40 iV-ID" 14'-2- 15'-2' _10, -1 40 IV-2- -4 FOR t�! - 13'-- .15, (3) PROCEDURE TO DETERMINE MAXIMUM SPA. 45 13*-1- iY-t' 1X-4- 14�-3' 45 13,-1, Ix-11 _45- 13'-4' - 14'-3"- t KV CORNER CENTERMATE#3 MAY BE USFV AT ALI, -tOMBINATIONS-IN-BEIWEEN-WALL-MOUtMNGS—_ 12'-8" 13'-7" µ 50 12*-5' 50 12'-3* %V-11" MOUNTING INSTALLATIONS. LOCKINGSPECIFICATIONSW/FLOOR/CFJI ING MOUNTINGS: '55� 1V-10• IV-10" 12*-1' I2'-1 55 tv-10" 55 Il'-It• SHALL BE AS INDICATED ON MANDATORY CONDITION FOR A GIVEN POSITIVE A.S.D.DESIGN PRESSURE so 11'-4" 11'-4" 1 V-7" 12'-4' 60 1 V-4' 11.-4- 62 10 '-2' 101-11" NOTE#5.SH T 5. RATING: 65 _107-_I0_ _lF__w _T7__F_ I0*-l0* li'-IB- DETERMINE: —------ LI+- MAX-SPAN FOR WALL MOUNTING.INSTALLATIONS. 70 10,-6" IW-6" 101-9" 1 v-S, 70 10*-61 IO'_Gl -10 -9- 9-4' L2+- MAX. SPAN FOR FLOOR/CEILING MOUNTING 75 8-9- tt EXCEPT THAT MAXIMUM si turrm SPAN-L+-OR INSTALLATIONS. 80 'L-'AND MAXIMUM A.S.D.DESING PRESSURE RATING FOR -7-6- 9-6- 9'-q, IC,-5, 155 9*-G' INSTALLATIONS INID CONCRETE OR CONCRETE BLOCK FOR A GIVEN NEGATIVE AS.D. DESIGN PRESSURE io 9'-}"."- g..._---- __ . . RATING: 101-1" SHALL BE LIMBED AS FOLLOWS: DETERMINE: I- CONNECTIONS TO KEYSTONE MOUNTING, 95 _8*_9 Ll- MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. W-4" 9'-0" 9'-7' 100 W-.4- LIMITED TO +64,72 p.s.l. AND 8'-0* SPAN, SEE L2-= MAX. SPAN FOR (1.004/CEILING NIOUN71NG MOUNTING @)ON SHEET 7, INSTALLATIONS. 7'-11' 9*-4- 1108'-4- W-7- 9*-21 110 8'-4- 7'-7- FINAL MAXIMUM.ALLOWABLE SPAN IS EQUAL TO THE 1 16- 3- �-4_ W-1 1- 115 MINIMUM BETWEEN 8; -L'+',-12f-.'Lt-'AND 12-' 1-20 8'-2- 120 SEPARATION TO. GLASS SCHEDULE 125 7._10, 125 7,_10" 6.-B" (4)00 TO ANCHOR SCHEDULE WITH ANAL MAximum - .., W-5, ALLOWABLE SPAN AND NEGATIVE A.$.D. DESIGN 6*-5- 7'-10' 8*-1' 7�-8' r'- PRESSURE WING TO DETERMINE MAXIMUM AN -----L&__ _ .7_..... ........ W-2. .-go —7,-g, 135 -7" W-2- 1 SPACING. WIND ZONE MINIMUM 5*-Il. _7*-7' ASTM E-1996 SEPARATION 1450 TT7____3r__ 1145 TO GLASS 7'-2* 7•..4 -0' 150 7'-2- r:T__7'-_97 155 1 THRIJ 3 160 160 6--11- --s-2- 7 2' 1 6'-T 1_65 5--l' 6'-4- 165 6,'10, 13'_2 _T��__ 6-2 5-3: 170 6*-S' 4: I!- GZ�2: 170 9' 4*-Il* -ilK W-7" 4--g- 1"'9- 175 W-7" 4'-9" 180 W-6- 4--l' 61 -- 180 61 6" 4'-8" 10 H V BLADE T6!�__ W-5, 4'-6- 6-7' W-8' 185 W-5, 4'-6" 190 r,'-4W' 4'--5- ii*-t;�_ -5Fz* 190 W-4- 195 IDS 61-r 26o -F-2. 4'-2- 6".-4, 200 i05 6- -7115 5'-T• iu'l FLORIDA BUILDING CODE(Mon High Veiocity HurricGrie Zone, I'V,111111111fl", 0 2015 EASTRN METAL SUPPLY, INC. TIQ BERTHA HVI m A.S.S.A a Accordion Shutter System KV.a"#1 W1 OR W/O RV. WNW BLADE American Shutter Systems 4EV.W DESCRIPTION DATE DRAVA BY.1611,0Y.1L.C. TILLIT TESTING & ENGINEERING COMPANY 6=H.W.361h.SL.SW 305,NN4 N GARDENS.FLM"Jjl Association, Inc.' I OLD 11-192 4fi3ft5 DATF: 4/13/15 .4�4z ft.n. (305)871-1530,F-:(305)871-1531 4268 Westroods Drive 2 5 IAI t Ur e-ml:UltecoVoll West Pultri Beach, FL 33407 -3 DRAWING No 15-085 "LOVP $ WAL ER A.IILUT J,P.L H Fs.........AIG0KE/DATE FLORM U., 1 44167 SHEET 1T d 11 OF 204 MA MUM ANCHOR* SPADING (jp,) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN, A.S.D. DESIGN NEGATIVE PRESSURE MIEN CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONGRETE ANCHORS SPACING LEGEND POURED CONCRETE SLL uA*A B,c,D AND FK OWN SHEer B POURED CONCRETE BWCK TAPCON OR (A)WALL NFAD MOUNTING A WALL HFJIDQ7 MOUNTING D WALL SILL OUNTING D WALL SILL OUNTINC @)&(9)WALL HFFDFR/SRL TAPCON WRH ADVANCED SPAN W W/ ®WALL HEADER MOUNTING W/ W/ MOUNTING THREADFORN TECHNOLOGY (7C AM OM WMATM PFMK WMG(Ra .DMCMM NE v1E61fa:FA .DL9ii WWx£cR=K WN u DE9FN NVANE 1135sIFE wn+a__A-SO.DE9w 8EGl6c i�fiAtE lulaB ..__•_�?��P .w'!�!B _ ALT. POINTS SOLID-SET b /0 6D 75 90 120 160 205 JO 40 80 79 80 120 180 205 30 40 60 75 96 120 160 2D5 30 40 BD 75 90 120 160 205 JO 40 60 75 9D 120 160 205 JO 40 80 75 90 120 160 205 BLUE TAP 14 12 10 9 B 8 6 6 f1 12 10 9 B B 6 8 1M1 12 10 9 B 8 _8 a 14 I2 10 9 8' B B_ - 14 12 10 B 9 8 6 5.8 0 8 9 a 8 8 T 55 ------------'- -- ._-.. _.... ._._ -._... .-__. _ _._-.--- TAPPER+ 3•-0� t4 12 10 9 8 B 6 6 14 12 10 0 8 B 6 6 14 12 f0 9 8 0 6 6 14 12 f0 D 8 8 8 e 14 12 10 9 0 B 6 a 8 E 74 12 10 9 B a a- S 14 I2 10 9 a- 8 .8 8 14 12 10 9 B 8 •6 6- 14 12 20 9 B B 6 3 14 f2 10 B a 8 6 8 .8 B B 0 8 B a 6.5 14 ,2 10 9 a 8 8 6 fa. 12 10 9 B 9 B 6 14 12 10 B B a 6 6 14 12 10 B B E B f4 12 f0 9 B B 6 8 8 8 B' a 8 B 0 7 14 12 10 9 e B 6 4 14 12 10 9 B a 6 6 14 12 10 9 8 B 6 6 14 12 10 9 8 7 - 11 12 10 9 8 7 55 - e a B 8 8 7 55 4 4•-0• It 12 10 9 B 8 6 -1 14 12 10 9 a 0 8 8 14 12 'I 9 0 B 8 6 14 12 10 0 B 8 5.5 - 14 12 10 B 8 8 8 8 a a 8 a -0 B , 8 14 12 10 9 8 B 4S - 14 12 10 B 8 B 6 4 H 12 IO B a 8 6 8 14 12 1D 8 8 B 14 t2 10 8 e a 8 6 a 8 8 e 8 8,8 9 14 12 6' 9 8 8 6 a 14 t2 10 0 i 8 8 �6 14 12 ,0 0 0 8 6 6 14 12 10 9 B 8 14 12 10 0 8 a 's' 'e "e 'e e a a 7 8.8 14 l2 10 9 8 8 {b - 14 12 10 8 0 8 6 7b ,4 12 10 B B 8 8 6 14 12 10 B 75 - - - 14 12 10 0_7.5 5.5 - - a 8 8 8 7.5 93 ♦ 3 # SF _ _... 5•-0- !4 12 10 9 B 8 45 14 12 10 9 8 8 e JS ,4 f2 10 9 B 6 6 6 11 12 10 9 8 7 - - 14 12 10 9 0 9 6 = 6 B 0 B 9 B e e 14 12 70 9 8 5.5 - - 14 12 10 9 0 8 4.5 - 14 12 10 9 B 8 6 9 14 12 10 9 9 3 - 1a 12 f0 9 B '7 a 0 a s a 7 9 4 SPECIFICATIONS 14 12 10 B B 8 4 - 1, 12 10 B 8 B 8 J5 14 12 1U 9 8 e 8 8 14 12 10 9 8 - - - 14 12 10 B 8 7.S - - B 8 B 0 B 7.5 55 a ON SHEET 13 14 12 10 9 B SS 3 - 1S 12- 10 -9--H-=8-45'= 14-12-_'10''9--1--a--8-. 6 14-X12-9b-75'=4-- ---- lh f2-9.5 75-a5-SS- ----_=B--B=-g--75:6S 45•S.5 _ _ ______._ _ _ _____ -- ._.:.".._.. _ ._... _ _ 1{ 12 10 9 8 5.5 - - 14 12 10 9 6 B_CS - 14 12 10 8, 8 a B 6 14 12 10 9 B 4 - 11 12 10 9 B 8 4 0 B a 8 8 a 0 7.5 14 17 10 9 B 3 14 12 10 "9 8B _ 1, "12 "1D 9 8 tl"5.S'7.5 14 12 70 9 4b - 14 '12 10 9- 75 4--- - - B- B- 6- 'B 7.5 SS 4 J - _ 1� 12 ID 9 9 5 - I4 12 10 9 a e 4 - 14 12 10 0 8 V 6 5.5 14 12 IO 9 5' - 14 12 10 9 B 4.5 - 8 g e B B 8 4.5 11 12 f0 0 B 1 14 12 10 9 a 65 J 14 12 10 9 8 B B 14 12 8 4.5 _ 14 12 8 6.3 05 - __B 8 g Bb 5.5 4 3 7 0• f 4 12 IO B a 4 - - 14 I2 10 0 6 8.5 ] - 11 12 10 9 B •.6....8 - 14 12 10 B B - - - I4 12. 70 9 B 7 = - 0 _0 0 B e 'e 75 a _ _.. fs 12 70 0 15 - - 1{ 12 10 9 0• 4 - 1♦ 12 l0 8 B 7 4 - 14 12 to 9.8 - - - - 14 12 10 A.6.5 - 8 e 0 8 8.5 AS 39 - �.._._._ _._...._ ...A...-jR _A_._._ _....-__ 14 12 10 D 7.5 )S - 14 12 70 9 8 6 - - 14 12 10 9 •B B 8 - 14 I2 10 B - - - - t4� I2 10 8.9 7 - - - B tl 6 B 7 5 1 - 14 12 10 9 SS 3 - 14 12 10 B_ B 41 - - 14 12 10 9 a g - 14 I7 7 - 14 11 7 6.4 ].5 - B 8 7 SS_I.B S.5 B,-O• 14 12 f0 8 SS = ___-_ ,{ 12 10 9 8 4.5 14 12 10 9_ a 0 - - 14 12 16 7 4 - - - 14 12 10 0 a 3 _ - g •8 8 B g 75 7 4 ._._ ._.... _._. ." .... .... ..... ._. fs f2 l0 5.5 J - 14 12 10 B 8 - - - t4 12 10 9 6 8.5J. t4 I2 ...J - - - - 14 12 B.6 7 4 - - - 8 8 B 7 55 -4 -7'- LADEI^ON _...__ •6 L NSHEET OUI9 SE F it 12 10 9 6 - - - 14• 12 10 11 B 4 - - 14 12 10 9- tl e - 1, 12 95 - - - - - 14 12 9.5 7S 4.5 - a 8 8 75 6 4.5 - - 14 12 10 6.5 4.5 - _ - 14 12 10 _9 7.5 - - 14 12 10 9 tl _ 13 94 { 13 9.5 6S 5 B e 5.5 5 4 J 9.-0- 14 12 10 55 4 - - - 14 12 10 V 7S - - - 14 12 10 9 8 - - - 14 12 10 5 - - -_ - 14 12 10 9 5.5 - - - _a e a g 8 95 6 J 11 12 Bb 4 - - - - 14 12 10 9 ,.5 14 IT 10 9 7.8. 14 115 45 - - - - - 14 11b 7.5 6 - - - 8 B _- 144 12 10 6 4 ,4 12 10 9 7 14 12 10 9 8 14 12 3 14 12 B 65 - B a B 6.5 55 4 14 /2 0.5 5 S.5 - - 14 12 10 9 5.5 ^ - 14 12 10 9 B 1.5 8S - 4-7 1.5 8.5 5.5 - - B 8 5.5145 35 14 12 9S 5 3.5 - -__- 14 12 10 9 SS - - - 14 f2 10 9 8 - - - 14 12 7 - - - 14 12 l0 7S 5 - - - 0 a B B 8 75to'-0._. __ . ._ _14 12 55 3 - -__-_ - 14 _12 10 _g 3 - - - 14 12 10 9. B - - 14 10.5 3 - - - 14 105 7 JS - - - - 9875- 4.5 JS -14 12 9 4S 3 - - - 14 I2 10 B 9 - - - 14 .12 10 9 8 - - - 14I1 - - - 14 i1 7.S - - 8 9 75 8 5 - 14 f2 7 _ _ - 14 12 10 _ - - 14 12 f0 - 0.5 8 _ - 05 B 5 - 0 B 5 4 3.5 11•-O� 14. IZ 7 _ _ _ _ - 14 12 'TO _ _ _ - -_14 12 10' _ _ _ _ _ 14 12 5 - - - _ 11..12_..10'___ _-- g '6 g...6,_e-1. 9'S 14 12 9 - - - 14 12 10 - - - - - 14 12 10 - - - •- - 25 85 - 1.- - - - 2.5 9.8 8 6 0 6 3 4 3 -- .... _. ... ._._ .. .. - - - - - - 14 12 65 - - 14 12 10 - - 14 12 10 - 3.6 10 �- -- - 14 f0 7 - -- •B8" T 5.5 45 - 14 12 5.9 - - _ - 14 12 10 - - - - - 1, 12 10 - - - 93 7 - - - _ - 9S 7 3.5 - - - - - B 7 {3 35 3 - _ .._. _ _ _ _ - _ _ - _ _ _ 12•-0• 14 12 5.5 - - - - 14 12 Ig - - - 14 12 10 _-_ - 14 12 4_ - _ - _ - 1� 12 10 - - - - g _g b88 6 3 - 14 12 J - - - - _ 14 12 a - - - 14 12 _-_ - - 15 BS - - - - - 15 8.5 4 - - - - - a 8 55 4S 4 - - - 14 72 5 - - - 14 12 10 - - - - - 14 12 10 - - - - - 25 B.5 - - - - - - 13.5 95 4.5 -- - 8 e 6 5 4 - - - ...- 14 12 .._. - _. - 9 4.5 _ - - - - - 9 6.5 - - - - - - B 6b ,5 J5 J - - - (1� HV BLADE OR HV BLADE 14 1 ,a 12 _ -..- - - 11 12 - - 1i 12 - - - _ - 14 12 - - - - - 14 12 - - - - - ..8. 8 .B _g. .0 _4.5 1S•-0�1-4 10 - - 14 12 - --•- 14 12 - - - -- 05 55 - - - - - - 0.5 B - - - _ - - a 9 5 4 3.5 - - - .... .... WZ (R HV WINDOW BLADE 14 12 - - - 14 12 - - - - - - 14 12 - - - - - - 13 6 - - - - - - 15 85 - - - 0 BSS 45 - - - - 14 12 _ _ _ _ _ _ 11 12 .. _ _ _ _ - 14 12. _ _-. - -._.._ _ tl J _ _ _ _ g g _ _ tl B 1 _] - __ 14•-0"14 12 - - - - - - 14 12 - - - -_ - 1{ 12 - - _ _- - - 14 9 _ - - - - - 14 12 _ _ - - 0 0 9 8 7.5 4 - - 14 7 - 1i 12- - - - - - - 1a 12 - - - - - - 10 4 - - - - - - 10 7.6 - - B 7.55 43 - _ _ WORKING IN UNISON 14 11.5 - - 14 12 -- -- - - 14 12 05 4 8 H S 4 14 - - - - - 1a - _ - _ - - - - 7.5 - _ - - - - - 75 SS 3.5 J - 1$•-D. I{ = - - - I4 -' - "-' - li -_ - _ - - _ - 14...- - - - - - - 1t - - - _ - 8 8 a 7 7 3.5 - - 14 I4 _ _ 14 - 9 8 - 8 7 �5 J.5 S 14 - - _ 14 - - - - - f4" - _ - - - _-....10__.- _ _ _ 10 .� -_ _ _ _ 8 75 S •4 14 11 14 - - - - _ - - 7 - - - - _ _ - 7 - - - - - - - 7 55 3.5 - - - - - 14 - _ _ _ _ 14 - - - - - i{ - - - 1, - _ _ - - - 14 - - - - - a B 8 75 fi_...1.. - 16•-0. 14 _.._ - _ _..._- 14..._..._.- .. - - ____ 14 - - - - - - ___g - - _ 8.. - - - - 8 6.5 4 3.5 - - IL _ _ _ _ _ _ _ 14 _ _ _ _ _ 11 _ _ _ _ _ _ 9b _ _ _ _ _ _ 9.5 _ _ _ _ _ _ _ e 7 45 - - - - - FLORIDA BUILDING CODE.(NOn H, Zone, h YCIOC1IY HUr(ICane ` \111�1��A• '.��IT4jTi'' ®7015 EASTERN METAL SUPPLY, INC. ' `�`�P' \CEN ' T'�, BERTHA HV IM `'` A S S A Accordion Shutter System MIL E C O N H.V.MAX#1 W/OR W/O KV. WWW a-AM American Shutter Systems v_u DESCRIPTION _ OA7E DRAWN BY: ILL TILUT TESTING & ENGINEERING COMPANY Association, Inc. + OLD 11-192 4/13/15 DAZE 4/13/15 :p•, STATE OF 6355 N.W.76x,.SL.Ste.305,VIRGMU WOW.rLOFM A 1116 -- - '- O-' (305)071-1530.Fan:(305)871-1531 4268 Westroads Drive. z •_„ DRAWING No A:. • �ORIDP ,•�c(, . a-mad:DaaCauaa,.aam West Palm Beach. FL 55407 3 15-085 11-111 ,916 AL ENG�4`��` WAL oA a ii,ei` s I ^ SHEf7 P.E.. �E'At�yl610Nkli11RE/DATE 6 '"--"- ---" -`- 12 OF 20 MAM M ANCHOR* SPACING (in) SCHEDULE FOR A GNEN MM. SHUTTER SPAN, SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES a c n DEM a`L'�`,TRIE PRESSURE ENING AND A ON60 01811NG 1WUNIING TYPE FOR MINCREFE OR CONCRETE ITT_Z INSf_Ai I_ATIDNS (SEE ET6:MOUXW=E,O,6 H ON SHEETS 6 7) -- 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: ' ,POURED BIOCR POURED CONCRETE (A) TO EXISTING POURED CONCRETE:(Min.fe 3 k91) uAn. QE WALL SILL MOUNTING ©COLING MOUNTING O FLOOR MOUNTING - 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY I.T.W.BUILDER.(W-fc 3 ksi) ANCHORS SPACING I EGEtNTI -.1/4.0,3/4'ALL Po1NM SauD-SET ANCHORS.As DEM13Urm BY ALL POINTS SCREW.SOLT 8 SPECIALTY COMPANY.(Min.fc=3 ksi) rykao.OLSON MEWVE PREsURL WING ULSIOI NLLDAE RR9UIE MIND 8 DFSW WATIVE PRESSURE RAIMM - 1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min. Tc-2 kei) 30 140 160 175 190 126 160 205 30 140 160 75 90 120 160 205 30 40 60 75 90 120 160 205 TAPCON OR - 1/4.0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW.BOLT Z,SPECIALTY 14 _2 t0 9 a B e _5.9 I4 72 to _9__ 8 _8 6 8 3 12 111 9 B 8 8 g TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. ___ _____ THREADFORM TECHNOLOGY (Alin.fc 3 kat) 3'-0' 14 14. 10 B a 8 6 8 14 12 10 9 6 6 6- -6 14 12 10 9 6 B 6 6 ALL POINTS SOLID-SET -_. _.._ ._.. __.. ..__.-- - _" _ (Mi LESS 14 12 f0 9 'e_ 8 6 6 14 12 10 9 8 B 6 B 14 12_ 10_ 9 6 8 8 5 DLUE TAP W/EAP NOTES: -'- ' TC- 12 10 9 d 6B� 7 14 12 10 v 8 8 6 a 14 IY 10 9 8 8 8 6 -- A.1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THPFADFORII TECHNOLOGY ANCHORS AND TAPPER+ [14 12 10 9 B_ 7 95 S5 14 12 10 9 8 8 6 6 74 72 IO 8 6 B 6 6 TAPPER,, ANCHORS IS 1 3/4•.AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2•. 4'-O• 12 10 B -8 8 6 5 14 12 10 9 B B 6 6 14 12 10 9 8 B 6 55 12 f0 B e B 6 1 14 12 10 9 B B 6 4.5 14 t7. 10 9 8 6 4 35 A2)MINIMUM EMBEDMENT OF 1/4.0 It 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8•INTO THE POURED CONCRETE.NO EMBEDMENT 12 10 B a -a 6 4.5 14 12 t0 B e B B 5.5 14 12 10 9 B B 6 45 INTO STUCCO SHALL BE PERNITTEO. 1/4-0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO DOST,AND 1210 9 75 SLS J.S - 14 12 10 9 a_ 8 B 5 14 12 10 9 B 7 59 ♦ ♦SFE INBAlld6 Or USE F(W 7'MINIMUM FOR WALL$YITH NO STUCCO. 1214- 12 10 9 8 B B 55 11 12 10 9 8 B 6 4:6 SHT1Y 10 9 0 7 a - 14 12__ t0 Si8 65 5 15 14 12 10_8 6S 5 3.5 3 A3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR-'12--/0--B-=B-75 15- - 14--12--10-S_-8__0__5-1,5. 14 72 10 9 B 6 4.5 75 ANCHORS SHALT.OE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEFaND SAID WALL.FlNISHETi.ANCHORAGE SFR4LL BE AS INDICATED DN t2e.s 7.5 8.5 4A - - tt 12 TO 9 8 7.5 5.5 4 t4 12 10 9 e a 45 35 - NOTES A1)-&-A2)-ABOVE.-FOR-INSTAJLATONS_ON-NNYL_SIDINC._OR-EIFSWITH OR WITFIOUT METAL STUDS CONSULT THIS ENGINEER.FOR _ _.. INSTALAATION IMO ElFS WITH METAL STUDS SEE SHEET 20.6.-0 1210 9 B 8 6--- 14- 1 10 9- 8--8 6 5'14 12. 10 9 8 65 5 3512 10 B 75 SS 3 - 14 12 10 8.5 7 55 4 3 14 12 8 65 55 4 3 - - 12 10 B B G - 14 12 10 9 B 65 5 75 14 12 10 85 B 5 4 - (D) TO EXISnNG COHCREfE BLOCK:(AST11 C-90)12 8 85 55 J - - t4 t2 to v 8 65 s.s 7s 14 t2 to B 7 5 3.5 3 - 1/4'0 TAPCON_ OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY I.T.W.BUILDFlf1R f0 9 8 8 - - 14 12 10 9 B 7 5 4 14 12 10 9 75 35 4 3 TY COMPANY ... ._.-.____, _.... ..... .. _.. ._.. ..__ _. ...._.. .-. - 1/-0 BLUE4TAPP COPNCRETESANHORS W/C CAP AS ANUrAIC7URED 13Y FLORIDAA FASTENLRSBDIRECT.INO.40 It AS EW 12 10 B 6.5 4 - - 14 12 9 75 5 45 3.5 - 14 10-5 7 S.5 45 !.J 1/412 10 a5 % 4 14 12 10 9 7S 55 4 - 14 12 9 7 7.9 {.S - - 1/4'0 TAPPER+ANCHORS/S MANUFACTURED We POWERS FASTENERS,INC.•AND DISTRIBUTED ICY ALL PUNTS SCREW,BOLT h SPECIALTY 12 7 55 45 4 - 14 72 10 9 75 55 4 - 14 12 9 7 . 4.5 3COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. 12 /06.5 - - 14 12 10 9 B 6 - t4 t2 10 B 65 5 3.5NOTES: 12 85 7 55 J - 14 12 8 6.5 K5 4 3 - 25 85 6 5 4 3 _ 8.1)MINIMUM EMBEDMENT I�iTO CONCRETE BLOCK OF TAPCON.BLUE TAP W/CAP ANCHORS AND TAPPER+IWCHOFRS ISI 1/4'JWD TAPCON 12 95 7.5 6 - 14 12 95 8 L5 = 14 12 8 G 55 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS 15 1•. IJ 85 6.5 5 JL5 - 14 12 10. B_6.5 8 14 12 9._D. 14 12 f0 9 E - - - 14 12 10 9 75 4.5 - - 14 12 8.5 7 5S 4 _ - 82)MINIMUM EMBEDMENT OF 1/4*a 3/4•ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED IMO THE CONCRETE BLOCK.NO 14 11.5 7.5 6 1 - 14 11 7 S5 5 35 - - 11_ e SS l5 35 - - EMBEDMENT IMO STUCCO SH LL BE PERMITTED. 1/4.0-20 SS.MACHINE SCREW USED SHALL BE 1 1/2•LONG MINIMUM SHOULD STUCCO 14 12 8 8.5 4.5 - - 14 12 6.5 1 55 4 - 14 10.5_7 5.9 6 4.5 - EXIST.AND t'MINIMUM FOR WALLS WITH NO STUCCO. 115 BS 5S 4 - - - - 14 12 B 1 6 45 - - 11 11 7 5.5 45 JL5 - 14 12 10 9 75 - - - 14 12 10 e'65 5 - 14 12 8 a 5 4 - - U.3)IN CASE THAT.PRECAST!STONE.PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. -14 10.3 7. 5 35 - - - 731 6.9 6S S' 4 3 - - 10 75 5- 4 3 - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAW STRUCTURE BEHIND SAID WALT.FINISHES.ANCHORAGE SHALL BE AS INDICATED ON ._.._ __ .-. -..._.. __._. .. ._4 _ -. . . 14 11 7S 5.5 - - - 14 11.5 9 6 5 4 - - 25 9.5 6 5 4 4 - - NOTES 8.1)&82)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT ME ML SKIDS CONSULT THIS FAR.NE ON"�!' 5 - 14 12 8 9.5 55 4 - 13 10 G.S 5 4 3 FOR INSTALLATION INTO EIFS WITH META.STUDS SEE SHEET 20. 14 10 - 14 12 9 7 6 {.5 _ l4 105 7 55 45 35 11•-O. 5 - 12 9 B s.5 43 . 96 - (C) ANCHORS SHALL RE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPEGFlGITIONS OF THE PHCFgR'S MANUFACNR£R. 14 7 - - - - - 14 105-7 5.5 45 - - - 1.5 85 5.5 �,S .75 - - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VEiRSIS SPACING RELATIONSHIP FOR ANHORS. 9.5 7 45 - - - - - 14 115 75 6 1 S - - - 12 9 6 4.9 4 - - 12'-0•[14 12 10 - - - - - u t2 a 6.5 55 - - - ,J to ss 5 4 - - - EDGE DISTANCE VERSUS SPACING $§HEpULE FOR ANCHpj{,S� 8.5 4.5 - - It 8 5.5 4 35 - 8 6 4 ]__ MA%IMUN ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E D.I15S D4W THE WOICATID,REDUCE ANC14OR SPACING 9.5 6 - - - - - 13 95 65 5 4 - OS H �5 4 - - - - BY MULTIPLYING,SPACING SHOWN ON SC1EDLIjE BY THF.FOLLOWING FACTORS. 8S 14 10.5 7 5.5 {5 - - 11 85 95 a.5 3.5 - - REDUCED SPACING 08TAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. t2 - - t{ 71.5 75 c 5 _ __ = u 9 s 45 4 _ FACTOR f0 75 S 4 3 - - 7:5 5.5 4 3 - ACTUAL 8.5 - - - - - - 12 9 8 �.5 1 - - 9.5 7 5 4 - - - - (-DGE TA('WNTAPCON WIDE ADVANCED ALL POINT SOLID SET BLUE TAP W/CAPTAY'PE2{ 6 - - - - - - 13 9,5 6.5[4. - - - - 05 75 5 a - - - - HV BLADE OR INCTANCE THREADFORM TECHNOLOGY 41N.SPACING - - - - 14 10.5_ 7 - - - - 11_OS14'-0' .. ;-._ _ _ _ g.....7 4.5 = .____..__.. .7 L 35 J..._-___- - - H W ED. P CONCRETE INCA MINS.S�PACINE e MIF'NO NED CAREfE1Q2" MIF'WI+EDGOING NSCRE SPACING 3* PO!'aED3/ODItlEIE CONCRETE BOCK 1.5 11 - - - - - - 11 8 SS - - = 0 B_R 45RETE - - HV WINDOW IDL C6•Y UN.EA•3 1 ICN,ED.•2 I/ WL EA,31 L@L Fb•3' LN�•-]1/2'MR FA 2 I 7.5 _. _- __ _ ,5 ,o s - - = 5a ,S - - BLADE WORKING 3' 1.0 o.Iw ,.o o.7e ,,oo.B41.015'-0' I9 4 _ _ _ _ 6.5 5 3 - 2 1/2'. - 0.81 1.D 70 _ 'ns s s - _ _ es 6 4 _.._ - = IN UNISON ♦ --2. -'- __ D7t - 0.51 -- - _.. 0.43 - I6'-0• 25 9-5 6 _ _ - _ 10 75 S_ ._ _ _ _ _ _ _ _ _ _ _5 - - - 8 {6 1 - - - - Hurricane Zone 1 0.35 FLORIDA BUILDING CODE(Non Hiyh Velocity NN �p,•TJQ/�A%A�i ©2015 EASIF}RN METAL SUPPLY.INC. �� '' '' '9'�; BERTHA HVTM Nr OSSA Accordion Shutter System T1iL ECOTNN:. A � AcE# onS tt - Liv.MADE�1 w/OR w/o Ilv.1NNDON American Shutter Systems V.N DESCRIPTION DATE Drum+m MI..-- ADE iILLIT TESTING & ENGINEERING COMPANY STATE OF N4,%` g]IS II M.36Th.Sq Ste 30.V NGI6A GRSDNS,D,NR M 331 Association, inc. t OLD 11-192 4/13/15 DATE- 4/13/15 O-� Ph-:(305)871-2530.F9z:(305)871-1531 4268 Westroads O/TVP. 2 DRAWING No ce-m9II:ulLcc4e9cl.c9m West Palm Beach. FL 33407 s C- ...... �` EB-D005719 _ ... .._ . 15-085 5. �A�A�gS ONA��IA.`� WALTERA TiLUT Jr,PE P.E.rSM17*919�IATURE/DAZE FLORI A Li. /44187 s SHEET OF 20 MAXIMUM ANCHOR* SPACING (in) SCHEDULE FOR A GIVF'N MAX. SHLTIER SPAN. &S,p DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALLATIONS (SEE MOIINTMW 4.J,R a:L ON SHEET 7) POURED CONCRETE POURED BLOCK ANCHORS SPACING LEGEND 1 ' Z.12 VER 11 1 TR12M (g)RAINGUARD MOUNTING �WA1/FLOOR MOUNTING ©INALL,/WALK OVER MOUNTING TAPCON OR MOD. ....Q__..._... .._... ____.�_ -.--....._....__....__...._.___..:....__..._........._._._....._._. SPAN � GLSM 1¢0011%PFE5S11PL 98110 D.DM IEGM P�RMWc .DM 6EGRNE P165 X ROWC D.DE=1EGHNE P9E55111>E R476R TAPCON WITH ADVANCED (10 ._.._._ ...._ ___... ..___._ __ --_-_ __ 3a 4o Bo 7s 9D 120 160 208 JO 40 eO 7s 90 720 760 205 JO 4o so 75 90 i2o tea z0s >0 40 60 7S 90 1za Iso los THREADFORM TECHNOLOGY 14 a to 9 a a B s 12 a 12 72 1z 1b 65 7 7 7 7 7 7 .7 5 5 5 5 ALL POINTS SOUD-SET 3'-D" is-i2 10 2-"s e a 6 12 12 a t2 12-12-es i '7 Y 7 7 7 7 7 7 6 s s s s 9 5 5 BLUE TAP ' R LESS 14 12 .10 9 0 8 6 8 12 12 12 7T OS B a 4S 7 7 7 7 7 7 '7 6.5 6 5 9 5 5 5. 5 5 I 4 12 10 9 8 'e` s s 12 12 t2 72 12 10 17-516 7 7 7 7 7 7 7 7 s s s s s s 5 s TAPPER+ 14 12 10 9 B 9 e 6 12 12 1:1_12 15 05 65 5 7 7 7 7 7 7 SS 4 5 5 5' 5 5 5 4 5 1!41 12 10 9 8 0 0 6 12 12 12 12 12 9.5 7 55 7 7 7 7 7 7 7 7 5 5 5 S 3 a 5 9 _._. ._ ......__ ._ _....._ .-.......-. 14 12 10 9 B B 8 6 12 12 1T 95 B e LS J5 7 7 7 7 7 7 6.8 5 5 5 14 it f0 9 8 B 9 6" 12 12 12 12 10 7.5 SS 7 7 7 7 7 7 7 SS S s 5 5 5 5 5 9 4 12 10 9 8 a 8 6 12 12 12 11 9 7 5 4 7 7 7 7 7 39 4 J S 5 5 5 S 5 { J 5'-0" 1{' 12 10 61 0 B_8- 6 12 12 12 72 10 75 5.5 1 7 7 7 7 7 7 7 7 7---5 5 5 5 3 5 5 14 12 10 '9 9 8 8 B 12 12 95 75 6 45 3.5 - 7 7 7 7 7 7 5 3.3 5 5 5 5 5 5 5. 4 14 12 10 9 0 6 6 6 12 IT 12 95 8 6 4.5 - 7 7 7 7 7 7 5.5 4 5 5 5 5 5 5 S { F.F. ANCHOR ---- - 14 12 10 y '7 T y-4'.5 35 - -SPECIFICATIONS- 6'-0" 14 12 10 ti_ B a s 6 ,z 12 ,2 1a e e 45 3s 7 7 7 7 7 7 7 7 s"s s s s s 5 s ON SHEET 13 14 12 10 0 a a 6 6 12 12 B 6 5 4- 3 - 7 7 7 7 7_5 { -5 S' S 5 5 -5 4-.-3 14 12 10 B 9 0 6 8 t2 12 1D 'a 6S 5 .75 - 7 7 7 7 7 6 4.5 - 5 5 5 5 5 5 45 1{ 12 10 9 B e 6 .6 12 1T 10 6 8.5 5 3.5 - 7 7 7 6.5 5.5 4 S 5 A. 5 4 3 5 _ _R. - ._.. _ .__._.. __ �...._.. __. 7•-0" 14 12 10 9 0 8 B B 12 12 12 0.5 7 5 4 ] 7 7 7 7 7 7 7 0'� 5 6 6 5 S 5 5 3 ...-.. 14 12 10 9 0 B 0 8 12 10 6S 5 f.5 3 - - ] 7 7 7 B.6 G ;' § 5 S 5 S 5'J.5 J u i2 10 5 e e s a 1z 12"es"'9`s3: - ' i '"i"'�'"9 5 - d 5 s s 6 s" 4 - 0 VAUD ONLY FOR UP TO +70, -75 14 12 10 9 0 B B - 12 12 a.S 7 55 4 3 7 7 7 S.9 4.9 3 _ 3 S S S 45 3.5 - - PSF A.S.O DESIGN PRESSURE ti tz io L. a 'e "s' - tz tz 'os 7s `c' d_ 5- s 5 5 5 5 s. RATING & TOR SPANS PER 14 12 ID 9 _9 6 6 -12 9 6-<5 4 7 7 5.5 4 - - S 5 5 S S 4 3 14 12 10 8 B B e 12 I7 7.3 6 5 .75 - 7 7 7 7.5 8 45 - - 5 5 5 5 5 45 - SCHEDULE �J3, SHEET 11 14 12 Wig e 0 12 I5 7.5 0 5 35 - 7 7 6.5 S 4 5 8 5 4 3 �. 5_.�. S. __ _. 14 12 10 '9 B e - - 72 12 95 B5 55 4 3 7 7 7 7 7 7 0 3 S S 5 5. S 6 5 6 14 12 f0 9 B B - Ob 6 5 ,_35 - 7 7 7 e 5 7S - 5 5 5 S S 4' 3 14 12 10 a 8 8 12 10 6.3 5 4.3 - -• - 7 7 7 85 93 - - - S 5 5 5 5' 4 - - 14 12 .10 9 8 B - 12 05 7 5.5 45 35 - 7 7 55 4S J.5 - S '5 5 {5 35 _.. 10'-0" 14 11 10 9 0 6_ - - 12 It a5 6 5 35 - - 7 7 7 7 7 7 43_ - 5 5 5 3 5 8_ 5' z 14 12 10 9 0 B - 95 7 4:5 3.5 3 7 7 7 5.5 45 - 5 5 5 5 4.5 35 ..__.._.....____. - _ _ __. _... _ _ - ...__. .. -. 14 12 10 9 B 8 12 9 6 5 4 7 7 7 6 t5 S 5 5 4.5 - IM1 12 10 9 8 8 _ - 12 9.5 6 5 4 3 7_ 7__ 5 4 3 _ 5 .5 5 4 3.5 - - 14 t2 10 9 8 6 - 12 id 7 5.5 t.6 35 _ -___-? 7 7 7 7 7 J.5 S 5 5_9_.5... 5_._S, !.. 11•-0" Il 12 10 9 a- 8_ - 95 65 4 ].S 3 - - - 7 7 6 5 4 - - - 5 5' 5 5 4 J - 14 12 10 9- e 9 _ _ ;, 6 55 , -_- _ 7 ; 7 55 45 - - - 5 5 5 5 ..5 H V BLADE ONLY 14 12 70 9 0 1.51&5 5.3 4.5 3.5 - 7 7 4S 3.5 - 5 5 4.5 JS J "14 12 10 9 a - - - 12 9.5 6.5 5 4 3 - - 7 7 7 7 7 8 J - 5 5 6 _Lfl- 5 4.5 35 12•-0 14 12 10• 9 9 8 0 4 3 7 7 55 4.5 35 - 56 5 4.5 4 3 14 12 10 9 9 - - - f0 7.5 5 "� _ - - �- ,7... 7 6 S - -� - _- 3 6 S 5 4 - - - 14 12OS B 5 4 3.5 - 7 6.5 45 3.5 - S_ 3_45 ].5 3 - - - 14 12 10 9 a -__- - 1.5 6.5 B 4.5 3.5 J - - 7 7 7 7 7 4S - - S_ 5 5 S S_ 9 4.5 JS ii't2";0 9 _e___._ _ _ 7._. 5.5 35 .3_.- _ _ - 7 7 - ._. _ S 4 3 6 'S S 4' 3 _ _ 14 12 10 9 B 9 7 4.5 .15 - 7 7 5.5 4.5 - 5 5 5 4.5 4 14 12 10 9 10 .5 5 4 ] 7 B 4 3 - 5 3 4' 3 _ 14'-0" 14.12 10 9 r - - - OS 5 5.5 7 7 7 7 7 4 - - 5 5 5 5 5 S 4 3 14 12 10 9 - - 0.S S 3 7 7 5 JS - 5 5 5 < /4 12 10 9 - 6.5 6S 4 _ _ - - - 7 7 4 5 5 5 4 - - _ - 74 12 10 9 7 4.5 S5 3 7 5.5 J5 - 5 5 ,l5 3 - - 15'-0"14 12 10 - - - - - 10 S 5 4 3 - - - 7 7_ 7 7 7 3.6 - -_ 5 5 5_�5 5 5 4 ] ' 14 12 10 - e' 45 3 - 7 7 4.5 J 5 _5 45 3.5 - 1� 12 10 ____... _ _ a 8 4 _ = 7 7 5 - - _ 5 S 3 5 _ - - - 14 12 10 - - BS 6.5 4 7.5 - 7 9A 35 - _ 5 5 SS - 14 7 6 3 - - 5 5 5 5 5 4.5 J_5 L ._..' -0 _ _ ._ _.. .....-. .. ._. _ _ 14 1T f0 - B 45 3 _ 7 65 4 5 5 4 3.S - __ 14 12 15 - - - - - 75 5.5 .75 - - - - 7 7 45 - -_ - 5 5 4.5 - - - - FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone A. T�'''�% RJ 2015 FJSIERN METAL SUPPLY,INC. BERTHA HVTM CAccordion Shutter System - -►y qj-7 I L E C O �N�. A.S.S.A■ HV.RAM#1 W/OR w/o KV.WNDOW RADE 3* � American Shutter Systems Ey,H DEScaIPuoH oA1L oRnwH Br: M.L. c TILUT TESTING & ENGINEERING COMPANY •• 8355 N.W.36th.St.,s4.305•MG-NA GARDENS,FUCFJD4 33, AssOClation, Inc. 1 OLD 11-192 4/13/13 wrE 4/13/15 STATE OF � Ph1 :(305)871-1530.F...:(305)671-1531. 4268 Westroads Drive z DRAWING No 4 OPic �4 o mai:Ult c 090 moi, s '••...... ••••��` r.D5-085-0006719 4 �I VIO NG \ WALTA.11LL1t Jr.P.E. NAL.E �� ER FLORIDA Uc.p 44167 5 SHEET P.E. SEAt'f`�10Nr11N1a�/DATE 6 14 OF 20 MAXIMUM A.S.D. DESIGN PRESSURE RATING .a.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDUL FOR A GIVEN MAX. S(iMER SPAN, NEGATiVE A.S.D. DESIGN PRESSURE 'RATING AND A CORRESPONDING MOUNTING TYPE, (SEES MOUNTINGS ON SHEETS 16&17). �EE3; LJ B !EH3 T FZ AT I=- SOUTHERN =SOUTHERN PINE No..2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH SOUTHERN PI No. SPRUCE PINE SPRUCE PINE 1/2" MIN. CDX p2pWim/MINFlR YO�, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN..G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD MIN.�p.50 W/MIN. G-0.43 W MIN. G=0.36 IlAxon7M WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M,,N. 0 & R FLOOR MOUNTINGS M, N. 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS WALL MOUNTINGS B.O.WALL MOUNTINGS 8.0. WALL MOUNTINGS B.O.WALL MOUNTINGS W & X W & X W & X P & 0 S&V S &V S&V ............._............-.._ -.._.__.____.... ---- - _-- ---- .. . - ..................._ _ ft I®I KM FOW MC IM LS&M KWK PMK NX(W 4M OW MIX 7011E RIX M M00 MIK maw DM I*LSA Me IO.NE Mw ME w I=a=w-1w M3519110116 M kO G0771 RC@[PMM WX M LM nZN IONIC POW MG Ips a X71 WWK RSW INK 0)U11 MDI NEME WMK FANG M 30 '40 6225 90 105 30 40 80 75 90 05[12 40 60 75 90 05 30 40 EU 75 90 105 130 40 60 75 90 05 30 40 GO 75 90 105 130 40 60 75 90 105 30 40 60 75 90 OS 30 40 60 75 90 05.30 40 60 75 90 05 - - - --- '-0'-OR- 12 10__10._9__8_ 8_ 6_ 6__(i_ 6_ 6 6 t0 10 9 8 8 6 F 6 6 8 6 12 10 10 9 B 8 6 -6. 6 6 6 6 6 5 4 a 4 3 12 12 12 12 12 12 12 12 12 12 12 17 12 12 12 12 t2 17. ..._._ -_. __ - __. ._-, _____ L __ .. ._ __ - _ .. _- _..___ .._ _ __. . ._...... -4'-0' 12 10 10 9 B 8 6 6 6 6 6 6 10 10 9 8 8 6 6 6 B 6" 6_12 10-10 9-8 -8--6--6--_6-_6--6--G--6--_5--4-a t--3-12 i2-12-12 -12-�12-12-12-12-12-12.12.12 12_.12.12 12 17 �'_p• I2 10--10 9- 8 8 6 6 6 :6 6-5S 10 IO 9 8 .B 6 .6 6 6 6- 5 12 10 10 9 B 7 6 6 6 6 6 5 6 5 4 4 4 3 12 I2 12 12 12 12 12 T2 12 12 12 12 12 T2 12 12 12 0 5 6'•-0' 12 10 10 9 8 6.5 6 6 6 6 5.5 45 10 10 9 B S 6 6 G .5 , 4.5 12 10 10 9 B 3.5 6 6 G 6 5 4.5 6 5 4 4 3.5 - 12 12 12-12 12 12 12 12 12 12 12 12.17. 12 12 12 10 8.5 17- 10 1U 9 6.5 4 6 8 G '.5 4.5 4 10 10 9 5 J fi 6_ 8 5 M1 .5 12 10 10 7 3.S - 6 6 6 5 4 J.5 6 5 4 4 - - 12 12 12 12 12 12 12 12 12 12 12 10. 12 I2 12_ 0,5_85 7.5 8'-0• 12 10 10 7.9 a,5 3 0 6 6 D 4 3.5 10 t0 6 J.5 6 6 5 ,5 3.5 3 12 tU 10 � 6 3 5 .5 3.5 3 6 5 M1 - 12 i'l 12 12 t2 12 12 12 t2 12 1t 9a 12 t2 t 5 9 7.5 6.51210105 3.5 6 6 5..5 .5 3.5 3 10 9 4 - 6 6 4.5 4 3 3 12 10 4 3 - - G 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 0.5 5.5 12 10 7.5 46 6 5 4 3 H.10 6 3 6 6 4 .5 3 12 10 3 - 6 6 q A 3 6 12 12 12 17. 1.5 9.5 17. I2 12 f0. 8.5 7.5 12 12 9 7 G 5 II'-If 72 10 5.5 - 6 6 4.5- 12 10 4.5- 6 5.5 3.5- 12 10 6 5.5 4 - 6 5 12 17. 12 12 Ip. 8.5 12 12 12 9.5 8 7 12 12 8 6.5 5.5 4.5 12-0' 12 10 4.5 - - 6 6 4 - - 12 10 3.5- - - 8 5 3.5 - - - 12 10 - - - -- 6 5 3.5 - - - 6 5 .- - _ -- 12 12 12 1. 9.5 8 12 12 11 BS 7- 6 12 1.5 17� 5412 t0 - 6 6 - 12 10 - - 6 4.5 - 12 7.5 - _ 6 4.565 - - 12 12 12 10. 8.5 7.5 12 12 10 8 6.5 5.5 12 0.5 4 14'-O• 12 10 - - 6 5.5 - - - - 12 7 - 5 4.5 - 12 7 - .5 4.5 6 3 - - 12 12 12 9.5 8 6 12 12 9.5 7.5 6 4.512 9.5__.._._._ . ._. - - .... _ .._ ... - - - - - - - - - -15•-0• 12 - - 6 - - t2 - - - 5 - - 12 - - - 6 12 12 119 7.5 5 12 12 8.5 7 6 4 12 9 1G'-0• 12 6 12 5 1. 5 6 12 12 10. 8.5 6.5 4 12 12 8 6.5 '5 3 11. .5 - I L1) HV BLADE OR Cl) HV BLADE W j GSA HV WINDOW BLADE WORKING IN UNISON* ♦SEE UYRAIr3Mi Of 115E FOR 1vADE(��ON 9AFr 19 , t NOTES ON ANCHORS REQUIREMENTS: 0000 SUBSTRATES. 1.ANCHORS TO WALL,FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: J.SUBSTRATE SHALL CONSIST OF THE F011.D'NING: -SOUTHERN FINE No.2 W/Gs0.55(N.DS) - 1/4•t TAPCON ANCHORS,AS MANUFACTURED Be I.T.W.BUILDDL W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/C-'0.50(N.D.S.) EACN SECTION ON SHEETS 16&17. - -SPRUCE PINE FIR NORTH W/C.0.43(N.U.SJ EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE FINE FIR SOUTH W/G-U.36(N.O.S.) 2.ANGIORS TO HOLLOW COLING STALL BE AS PER MOUOING TYPE U.SHEET 17 AND SMALL CONSIST OF -MIN.1/2•COX PLYWOOD(1986 AAA) . VAC SCREWS AS PER NDS 2012 SPECIFICATIONS. 4.ANCIIDRS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECFICIRONS OF THE ANCHOR'S MMWACTUROt. FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone ®2015 CASTQIN METAL SUPPLY. INC. BERTHA HVTM 11111111111[7[17 IL�TcOOM1:. A.S.�,A. Accordion Shutter System �. c ✓,¢�7; KV.BLADE#1 W/OR W/0 KV.WINDOW(LADE P f7�1"•, % TILAmerican Shutter Systems EVOESCRIFRON DATE ORA"RY• M.L.M. LIT TESTING & ENGINEERING COMPANY bA167 4355 N71.366,.Sl.SW 305,Vftotk GARDENS,FLONM 331 ASSOCIatlonl Inc. 1 010 11-192 4/13/15 DAIS 4/13/15 ' 41:1 ' ;^✓1f' Phone:(305)571-1530.F9>e:(305)571-1531 4268 Westroods Drive 2 -m:1:Blteeu0-com West Palm Beach. FL 33407 3 DRAWING No "k*, E :� ` EB $TATE 0 ::�` WALreR&Rlul 4,P.E. 4 EAV FLORIDA Lie g 4067 5 SHEET Ct `�� 9 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & filA HV,* BLADES AS APPLICABLE MAX. SHUTTER SPA + :O — 0 INSTALLATIONS IN O WOOD WITH HV BLADE 1 L SHALL .WALL FINISH BE LIMITED TO 105.0 psf, A.S.D. SIGN P §HE91 19 FOR MAX SPAN & -- it 1/4-01 TAPCON-OR A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 1 & A WORKING IN UNISON YAPCON WITH ADVANCED THREODFORM TECHNOLOGY 1/4.0 TAPCON OR W/ 1 1/7.' in.PENETRATION ��, TAPCON WITH ADVANCED THREADFORM TECHNOLOGY -T"----- •- --•'- - I - --' OF THREM'TMAREA TO i' '`-1 W/1 1/2'Min.PENETRATION OF THREADED AREA TO EXISTING MN.gpArA'nWI �• i ` EXISTING WOOD HEADER. `• J I WOOD HEADER. (SEE SCHEDULE ON SHEET 15) 1 TO MASS(SEE --iQOR EA (SEE SCHEDULE ON SHEET 15) I :, 1/4'0-20x3/a'S.S. MACHINE R]EDLLE ON GFZT \ � l/7 SCREW;W/ 1/4"-20 NUTS F--11"BLADE IDA10 /-tiy On ` 1 B 0 12'O.C. I ON SHEET 19 FOR S 1'Min. EXISTING L iTAOFS tUk F/�A 6U EO 'o CLASS J c4 I 1 ' 1It WALL-7 15 r - `-OPTIONAL W. _L21 : i - - - --- - FXISi1NG 41N. FINISH 1 -2'x4'W000 1 OR EXISTING MIN. HEADER NEOUIWIT -O - `--2'x4'WOOD- tl II 1/<"0 TAPCON OR TAPCON WITH ADVANCED I HEADER REQUIRED ) L-TH'P,FADFORM TECHNOLOGY W/1 1/2' CLASS ; TO GLASS(SEE I I ; I I C I�i .! Mir.. PENETRATION OF IHNFAI:ED AREA TO .S43ET7 LE 51'EET EXISTING MIN.SEPARATION 10 GLASS J 1}} U715 TP1G WOOD HEADER. 11 FOR RADE fUNiil-`- -(SEE SCHEDULE ON SHEET.11)' 1 I - (SEE SCHEDULE ON SHEET 15) ON 9fET 19 Yat GLASS •T - E .1-�,_. I'-.. .::. -.2'x4'COM.SILL jt` BUY7ES k 1� 3 .... .. .. . .. V PLATE REO'D. BLAM..-_.....'-- -•-fir ON HV WALL HEADER INSTALLATION @HV WALL SILL INSTALLATION OHV WALL HEADER INSTALLATION r_.-.-._._.__ . --.---....... ---- . I __ -__.. -.- - ___ MIN.SEPMRATIUN Tt CLASS -I_r - ' - O rXISRNG --- ___ MIN.SEPARATION TO GLASS _ )L -(SEE SCHEDULE ON SHEET IT)-'— 4 GLASS I EXISTING (SEr SCHEDULE ON SHCF;T 11) .! C1� 1 r MIN.SEPARATION TO GLASS , , CLAS-'11 EXISTING l ......e� 1 a c1Ass--I I i 2'x4'CONT(SEE SCHEDULE ON SHEET 11) I WOO°PLATE ) i I 1/4'0-20x3/4'S.S. REO'o. I MACHINE SCREVS \ 1/4'0-20x3/4'S.S. �. 1 USING 1/4'-20 NUTS 1 ` . MACHINE SCREWS W/ I WALL l 1'..1,!I J` III •.f.;( 1/\4"/-20\NNUTS® 12' II IFINISH O.C. s b\1I2 @0R@% @OR@ °R@@OR® ` 3OR17 2'x4'COlir. 1j WOOD PLATE - FO REO'D. 'Mi in 1/4"0 TAPCON OR TAPCON WITH A1 DVANi CED 1: THREADFORM 7ECIINOLOGY W/1 1/2' { 7'x4'CONT. Min. I'ENETHATIGN Or THREADED AREA TO 111 '! `. / 1 SILL PLATE `_— EXGTINC WGOD HEADER. 1/4.0 TAPCON OR TAPCON WITH ADVANCED i•1( 11 ' I I�. 1 4'a TAPCON OR ' l t 1 1 i THRIADFORM TECHNOLOGY'N/ 1/2' I__.1 T' / N4IE: 'REO•?. (SIF SCIIMULC ON SHEET IS) - ♦ 'IAPCON WITH AOVANCF.D 1-SEE SHEET 4 FOR IYFIOAI. I 1` 1`11 I^L Mm. PENETRATION OF THREADED AREA INTO PLYWOOD \ l --WALL FINISH 1/2'MIN, CD7� \•, TI IREADFORM TECHNOLOGY SHUTTER ASSEMBLY. 1 L (SEE SClICDUIE ON SHEET 15) EXISTING MIN.2'x4' ` pLYNRXID HEU'D. �• W/ 1/2'Min. PENETRATION OF 2-MOUNTING SECTIONS CAN BE SKIDS f9 16'O.C.MAX.�� 7HREADEO ARFA INTO PLYWOOD COMBINED IN ANY WAY TO y 1-1/2'MIN,COX PLYWOOD REO'D. REO'D.PLYWOOD TU BE WALL FINLSV}--(SEE SCHEDULE ON 9HEET 15) SUIT ANY INSTALLATION. ®HV WALL SILL INSTALLATION `-EXISONG MIN.2'x4'STUDS n 16'O.C.MAX.REO'D. ATTACIRTO STUDS IN PLYWOOD TO BE ATTACHED TO STUDS IN ACrOROANCE ACCORDANCE WITH WITH SECTION 2308 or THE F.B.C. SECTION 2309 OF THE CO-)HV WALL SILL INSTALLATION ♦SIT.UM�ATIONS OF U'�E Or P HV WALL SILL INSTALLATION F.B.C. BLADE ON SHEET�91 O FLORIDA BUILDING CODE(Non Hiy)1 Velocity. Hurricane Zone P 2015 EASTFRN METAL SUPPLY,INC. P.a,�r!�i'',,,,, BERTHA VTM _ A S S A Accordion Shutter System ` F V I L E C O N c. . . . . TL . FADE , W/CR W/0 HV. W1ND(7N SLAM American Shutter S stems �"7°if��rv`� = TILLIT,TESTING g ENGINEERING COMPANY y V• OE9CRIPTLON DATE DPAWN BIT: M.L. *; * =*= 6355 N.W.]Wh.51..St,.X19,VWW11A caDD4,fLOWOA 331 Association. Inc. , 01.0 11-192 4/13/15 DATE-- 4/13/15 a', r Phone:(305)87,-1530.r0x,(305)871--1531 4268 Wesiroods Drive 2 DRAWING NO -�•• -mon:Cat«oUool.eom West Palm Beach, FL 33407 3 E°-0096719 4 15-085 C WALTER A.TILUT J,P,E. F'•F�''a FLORIDA LLc.1 44167 5 SHEET G 16 OF 20 law INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 17 HV & HV♦ BLADES (AS APPLICABLE) MAX SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BDADE nl ONLY S TED TO 105.0 sf. A.S.D. DESIGN PRESSURE RATING HE AX WALL FINISHSHALL & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 - WORKING IN UNISON 1/4.0 TAPCON OR -EO- EO 2 MIN: TAPCON WITH ADVANCED 4•x8"(MinEXISTING M REQUIRED, _ _ _ -- -_ I -EDGE.(IF APPUCAME) iHREADFORM TECHNOLOGY W/1 1%1-Nin.PENETRATION 1/4"0-20.3/4'S.S. STRUCTURAL ADEQUACY UOF EXISTING WOOD BEAN / OF TING WOO AREA TO T• MACHINE C D TO BE RED ENGINEER B1• _ __-_ -_ EXISTING WOOD HEADER. - - R�� _ _ ` EXISTING W If S p Min. REGISTERED ENgNEER OR i / '� TRUSSES OR (SEE SCHEDUIE ON SHFTT 15) W/ 1/4-20 NUTS ARCHITECT PRIOR TO c0 _ED _ I "r '0 O 17.-O.C. SHUTTER INSTALLATION. 1/2- -.. ... 1/2 0,24' - �.. .I. O.C.�REOUIRED I RRnnTT - a,15 1/4 0 1'APGON OR I - - EMSTING SOFFIT 257- THRFADFORM TECHNOLOGYA11S/4'•Nax.7HK. II D / /.. ,\ - I I x. W/ 1 1/Y Min. PENETRATION `EO EO #103/4' (`EO ._ ._ _,1 x4 x1 tl CONI.ALUM.TUBE I \ __- _._ ___ OF-THRMED=AREA-TO —-- ___ - _ —S.M.S. ,-- _ _ —- (6063-T6 ALLOY)W/ `•' + .I 1 Oplttl•ip1 I -� EXISTING WOOD HEADER, O 6.0 C I - ) Or T©or t 5 (3)5/160 LAG-SCREWS TO - _ (_SEE SCHEDULE ON SHEET 15) _ EACH RAFTER OR TRUSS. t OF Q OF )S I I LOCATE IAC SCREWS AT I - NIDWIDTH OF EXISnNG WOOD ' ._ •- I - }I MEMBER. (2-Min. NOMINAL Gf4EXISlING MIN 2-0- __..O I I I i ' IXISTING-i _ HEADER HEO'D { OPEN 11011 AT EACH / WIDTH)W/ 2-Min. GLASS 1I_ MIN.SEPARATION TO GLASS EXISTING -1 STUD TO ACCEPT PENETRATION OF THREADED "(SLP SCHEDULE ON SHEET 11) I I' 5/16.0 LAG SCREW AREA.VAUD FOR �i C1A55 -{ AT CENTER OF TUBE. 1 INSTALLATIONS WITH 72pxf _._._._._.._._.._...___ .._..__..._.._..._. _�...____...�.__.....:.. .L. • MAX.A.S.D. DESIGN LOAD AND IXISRNG I u:a gPWwlnn 9'-0-MAX. SPAN.THIS HV WALL HEADER INSTALLATION I m�laL SW(gT CUSS—� V a7S)(SEE NSTALLATION LS ONLY VAL U FCA a".Omv ♦ SCHIM AE IN PUT FOR WOOD W/MIN. SPECIFIC I ON%M 10 FOR 1 ORO l 11 Fw IMAGE 0AM GRAMITY OF 0,50 AS DOUGLAS® CN N 15 faR 1 ♦ FIR OR SOUTHERN PINE N0.2 1 OR . BGTES: _1._aADFs Lud Ea. ..:.. . ./t .__. I LvSsma�s9 11 W OR EQUAL 1-SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY 2-MOUNTING SECTIONS CAN BE COMBINED (T SHV CEILING INSTALLATION - 1' IN ANY WAY TO SUIT ANY INSTALATION. :.,J CU/H T TION TO GLASS MIN. T _ MIN. SEPARATION TO CLASS I .4 11HFO�It Etu X%kAWM OR �O T i TO RAMO I I ) ...._ (SCE SCHEDULE ON SHEET 1+) ' }�\ I a MOT 11 FTYi - ISLE SCIIF1X1lE I I EXIISS nss (� •� RAM5V+a6� I ON S LEt 31) I I 4, E1 I/ALJitCEHAORTt•.. I I I .) I 8-T, I I LOCAnoNEXI�AN54 ( FWINI511/ I I .._....._7 _ I '/e'lu nu w10.3/4-HEX -I I I _. I I -2-x6•MIN.WOOD 7 i 1/4 - Max. ©•`�,J t__.—_._.. RHFJ2 HLAD TIX REQUIRED FINISH 2•x6-MIN.WOOD I� \\ nI 13 0R SCREWS O 13-o.c (NO WED) _ ALLOWED) CECK REQUIRED(NO _"" _ --- �. - I• L FINISH ALLOWED) -.EDGE `i%2' -1•.-; OF EDGE OF DECK 19 EDGE OF DECK/ _ __._-_ ._ _._____.. \ I I Q - -_ -_ DECK IFAPPLICABLE _____ _ IF APPLICABLE \' I --� �, IF MPUCABLE _ -_.=-�.1':- _-LTJ: ._ - _."_ __..._--�_�_. 1/4.0-20x3/A-S.S. _ L-"---'* •.~ - . j1 \ 1/4.0 TAPCON OR 1--) FFIILLIPS TRUSS HEAD \ Min. �- ..____.._.-..r ^u. -- 1/4.0 TAPCUN UR IAPCON WITH ADVANCED ✓ J,x4-CUNT. ICON WITH A1)VANCFD MACHINE SCflF.WS •-2-MIN.- S11.1 THREADFORM TECHNOLOGY W f 4 2U NUTS I 7NHEADF'ORM TECHNOLOGY W/ 1 1/7-Min. / SILT.PI ATE \ - / / 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM l -2-MIN. PENETRATION Or THREADED 1l 1 �, W/ 1 1/2-Min.PENETKATION AS 12.D.C. 1 (11 'D. \ OF THREADED AREA TO TECHNOLOGY W/ 1 OD Min. .(SEE SCHEDULE OF THREADED pRFA 70 EXISTING WOOD FIFAOER (SEE I p i EXISTING WOOD HEADER. AREA TO EXISTING W000 HEADER.(SC[SCHF,WLE ON SHEET 15) SCHEDULE ON SHEET I5) V- (SEE SCHEOIIIF ON SHEET 15) ♦SEE uN ATION5 of u5E FOR (X)HV WALK—OVER INSTALLATION (V)HV WALL SILL INSTALLATION BAD (IA ON SHEET 19 (\W�BY FLOOR INSTALLATION FLORIDA BUILDING CODE(Non High Velocity Hurricane Zona `'IN, aP� ER A: j/T@7015 EASTERN METAL SUPPLY,INC. �.• c�O•`�4sF_ " BERTHA HVw Accordion Shutter Sy stem N ASS AHV.B #1 W/OR W/o FLK WIMOW BLADE �.' American Stutter Systems REV.N, DESCKIPtION GATE DRAWN BY: N1 •p: �E3� , TILLIT TESTING k ENGINEERING COMPANY :�.`� 6355 N. ]6 n.St- Ste.303.VR1GM GOA.na+w J3+ Alsociatlon, Inc. + OLD 11-192 4/13/Is DATE, 4/1,3/15Ph.L:(3D5)B7I-1530.I'm:(305)871-1531 4268 Westroads Drive 2 DRAWING No ��;� c-mail:Wt.. ..1— West Polm Beach, Ft- 33407 3 08719 15-085 s70NAL ENG,0 WALTER A�TILUT Jr.P.E. 4 1/1111 I1N FLORIDA Lc /44167 5 SHEEP P.E. SEAL��'fG1VAYURE/DATE a 17 OF 20 END INSTALLATIONS 1 HV BLADE OR WINDOW BLADE INTO 2"'x4"- MIN WOOD STUDS 2•N•W.,ItmO 2:N kae. SIU05 RL'O.0. 2'N'W.FMO SPAS REO'0, (u AP{7)CAULLI 'O.C. " •••• I / 2•at•wx \\ /! X" t/2'Na. ? 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Accordion.Shutter System _ V FIV.BLADE#1 W/OR W/O KV.WN DOW BLADE /SMi�l fJ :>t TIWT TESTING & ENGINEERING COMPANY American Shutter Systems Ev.N DESCRIPDDNOF - DALE DRAWN Kf: N.L TATE aus N.W 36 st,S,a.305•VQ0IAA Crn0E1aS,rlORM 331 Association. Inc. I OLD 11-192 gtjll5 2VAM dJi3ji5 s p • / nn4 a t30s)8�1-ISSa.r4.:(305)811-1531 4268 Westroads QAve z �Fs••Cpgi0 ,\�X �� a-mai GI of119l.can West Palm Beach, Ft. 33407 3 DRAWING No I J ,` wFI,UOtA.A LLa Uf j,P 1 5'�4J85 P.EAN�yi�� ` tdl�, +a�J�zC:/DATE 1 s SFiEEi s 18 OF 20 -- --- _.. � „�j�}°"�� _ • GMERAt LIMMMNS AND CrINDMONS nF USE*FOR BERTHA --7 M _ (UNIS Wr1 ACCORDION SHLRT SYSTEN WORI(ING IN A C `' ll" ��///"�`„�j/”' lINt50N WfiH HV WINDOW BLADE Ae !'J l 1.MAX A.S.D. DESIGN PRESSURE RATING:+110,- 110 P-0- _ 2.MAY-SHUTTER SPAN:Be 3.ALLOWED MOUNTINGS A.D.G&H ON SHEETS 6,7;AS WELL AS MOUNTINGS M.0.T.U&W ON SHEETS 16& 17. E (9��ONLY CEWERMATES(21®(B01H w/�4 OR 2�S aRE ALLOWED WITH L1 Q m(a)ce \J E71YIXR M 15f B UICLUUDFD ONL'APTPOSIE MICRI�ACCCS DEE O oPP035NG CENITli E TVP.EA END 5. (A)HV WNDOw BADE 13 SMALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS (3'0 HOLES)FOR O PER BLADE AT SPACINGS SHOWN ON SHEET 4. ' - -�. FRoLj Top OR MAX. 5 WINDOWS ~ • ` t OF ANY 3'6 H�FORR(R SAL BE�12 EDGE OF HV WIIDOW BLADE 1Q _ALLOWED AT W S, WINDOWOLADE-'�j/ — — — — — — • — —-— — - - — — - _ — __ _ _ _ _ _ - -- _ —(C)-FlRSf-OR- LADE-COMING-OUT-FROM-BSTARTERS AT ENDS MAY BE HV WINDOW D1ADE% y • • " C. i • , (D)kN*,—BADE IO MUST BE USED ALTERNATE 1O A SCUD HV BUDSO e 7HR000IIDUr StnmER's vnDTH. z • . � (E)c TFs SIMAu ALWAYS BE INSTALLED ADJACFM ro a sow ITv -�A I LADE 1 AT QTH07 SIDE OF THEA. MR (F)POLYCARBONATE HV WINDOW^y SHALL BE INSTALLED 50 TABS FACE SEE END r R "THE INTERIOR OF THE OPENING BUNG PROTECTED.HY WINDOW MUST BE CONNECTION �•., • • F DETNLS ON SHEE75)))• �ffiA� INC.ONLY INSTALLED AND LOCKED USNG A HV SETTING TOOL PRDNOLU BY ASSA FULL HEIGHT. I I 6.SEE ANCHOR SPACHC SCHEDULE FOR INSTALIATIONS INTO WOOD FRAME�S0» BUILIXNGS ON SHEET 15,AS EMITTED BY 11.AND DESIGN LOAD(SEE NOTES '�� \j P YP 4A` f9 1 &2 ABOVO. C^�. tl 7.SE}:ANCHOR SPACING SCHEDULE FOR MSrALL1R1 INTO Po LIM cl CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12& 1J AS LWffED BY SPAM AND DESIGN LOAD(SEE NOTES I &2 ABOVE). 8.MINMUM SEPARATION TO CLASS SCHEDULE-PER ASYM E-1996: /` T(SEE PIAN FOR REQUIREMENTS) C al `� WIND ZONE MINIMUM SEPARATION TO GLASS D H TYP TOP&OOTTOM W S,cn'L� 6 +(7l'p ..... __._._ ___... UNUfAtrE'D WID14—..... .. --__..._.._..._... .. 1 1HRU 3 I. Exrswc GLnss, ELEVATION a _ e.25 - — r( E:SaM�ON SIC;,raR i ' I Rl7 ON THIS SHEET FOR T, (2'1 SYMM �1CAL_cENTEWAATEs zii r2G ,�� 6-5w/oNoT,n ntiovE) PLAN TYPICAL ,1) HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE 11—A SHUTTER* ��---- N.T.S. FLOWDA BUILDING CODE(Non High Velocity Hurricane Zone `````,lll{1111111111111/AAAA•' 0)2015 EASTERN MfLTAL SUPPLY, INC. BERTHA HVTM ADE# OSystem RV 0. E1 W1 R //O RV.W W TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV. TIO OESatiYN DATE DRAWN Br: N.L *= Association, Inc. I OLD 11-192 4/11/15 DUE: 4/13/15 STATE F - GUS h 76N.51.,SI°.303,VIHGPM CNt0EN5,iL0 JRt 3!1 Ph—:(Jo5)871-1530.F°.:(305)871-ss1 4268 Ylestroada Drive z _ DRAWING No FionInP ,�X�kA`�a e•moI 181°°o0aolmm West Palm Beach, FI. 33407 J 15-085 CO-OOOfi7:9 4 ...... r••,.. � : wALOLA I V/Jr.P.E. 6 SHEET P.E. 3&AQ. t)12E/DATE 6 - 19 OF 20 2.000'Max. 11/2'.DOW THICK INSTALLATIONS W a) HV BLADE & HV CENTERMATES ASTM A-653 GME 40 Min. GALV.STEEL -Go Min.Min. INTO METAL STUDS AT 16'O.C. ------- -0 436 6 O.C. METAL STUD WALLS NOMINAL . , I __ - . 1/2' .14 3 EV RAIL LIMITAWNS AND CON12MONS JOE USE E -T5 ALLOY 6063 3' . 12 REPTHA(1)HV BLADE ACCORDION SHUTTER (I /4•x 6 ijc•x 0.035•THICK Min.1"qD 4 MUM INSTAILIATION TO METAL STUD WALLS .0 3.0°°- ASTMMV.STEM TRACK CHANNEL 0' 0 6"D.C.1� SEPARATION TO GLASS SCHEDULEM A-653 GRADE 40�.G-60 10 --1 "t, r— a.. GALVANIZED FASTENED To STUDS I sw PINISH 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75. 75 (psf) IW (2)j&xI/2-TEK SCREWS ON I MINIMUM '"OR&EXrEMOR rACE C/z APPLICABLE In 2. MAX. SHUTTER SPAN: 84" WIND ZONE SEPARATION MIN. SEPARATION ASTM E-1996 ISM Exisn-4c GLASS 3. ALLOWED MOUNTING;@)ON THIS SHEET. TO GLASS TO GLASS (§� 1/4"0-20X3" BOLT (SEE SCHEDULE) • 4. ONLY ENTERMATE 21 W/n24 HV LOCK ARE ALLOWED I THRU 3 7RATE @�I- WITH(21 ARRANGED A SYgMETRICAL LAYOUT. musr km. 4 4' —USE_0Y_(2)_n35_(6" LONG, MINIMUM) MUST ALWAYS BE M_ -- .. EXISTING FINISH INCLUDED AT-EXTERIOR OR INTERIOR ACCESSSIDEOF 250--_r� 1 3/4.6 1/4".0.035-THICK U'� 0 01Y.STEEL TRACK CHANNEL \AS APPLICABLE CENTERMATE. so U A-f,"GRACE 40 Mia G-60 I GALVANIZED FASTENED TO SIUDS @�3� 16.1/7'10K SC ON a T. nr— OR&EXIERIOR FACE O.C. 1"/4'0 20 IHRCADS c'! 61BLADE SLACK DETAIL HVF IS ALSO VALID FORI 43 jCONSTRUCTION -10.1 -�%8 CENTERMATE201 APPLICATION WITH 13LADE10 PRODUCTS FAR-1-DIS HD 1 1/2-.0.035-THICK. COMPONENTS I Min.ASTM A-653 GRADE 40 ® 6• O.C. lk,.G-GO GALV.STEEL -2* METAL STLD' D.C. I MS WALL HEADER/SILL INSTALLATION -EXISTING nNISH AS APPIICA13LF SCALE: 3/8"- 1' AT A 16, Top&Dorroxg VA i 3/4-x 6 1/4%U.035-THICK Min. Bill TRACK CHANNEL 7EMSTING GiAss "ME 40 Mi..G-60 HJUS -7! 7_. ..7_1�_' L:AtVANIjE.0 FASTENW 10 S j W/(7.)060/2"TEK SCREWS ON L SYMM L SYMMETRYCA ETRYCA MIN.S61ARATION',VARIES. INTERIOR&EXTERIOR FACE: T- CENTERIVIATES W/ CENTERMATES W/ 1 (BE TO CLASS . 2" SCHEDULE)' Max. T EXTERIOR ACC "IDE INTERIOR ACCESS SIDE. ----------–----zi --- -------–--- ------— ------––------------–--- —------ --f-–- ---–---------- r--- 6.(TYP.)-. )(6'Min.) IN (7 C ZF7-- -A--–------------ -- ------ ---- ---------–-–--–_ -–------- ----- ---- @ 4 —----–-------– ii .............. V <jy -- ---- -- ------- -- --- ------------- --- --- --- - - ------ --- --------------- AT I,/SIL (2) 1 RL .IDS d�l + 21 \t-.V ...n AT-12) 21 (21 - 1) HEADER/SR) HV I L ENDS 7 ------------- VIEW Y SIDE V-1 (6"Min.) 24 CONNECTION TO TRACK L C4) 102 a 1/4'(Iyp.).-.--:6 I CS� I ................... 6 1/2-MAX SLACK 2' 7 (Cont.) BA BYJ3 BLADE SLACK DETAIL HVE HVC FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) AAA s 'pkIIII,,11%, (9)2015 EASTERN METAL SUPPLY,INC. 01 PBERTHA HVTM , T/i ' ."M Accordion Shutter System A.S.SmAN KV.RAM#1 W/OR W10 H.V.WINDOW BLADE Shutter Systibms REVe W DF.SCRIMN DATE DRAWN BY. M.L. TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 11-192 4/13/15 DATE; 4/13/15 N.W.6370 SM.SL.St..3US.�NA GARDENS,1`10RDA,Mi F OF <ci 4268 Westroods Drive 2 Ph.- (305)871-1530.FG*;(305)871-1531 DRAWING No 61:tatwo.d.— West Palm Beach, FL 33407 EB- 6719 15-085 ON4 -IT A. WAIT Jr.,P.r Lk.j 44 67 5 SHFET DATE 6 20 OF 20