Loading...
HomeMy WebLinkAboutProduct approval _ Accordion to of Business & Professional Regulation BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us SCIS Site Map Links Search ! b' r Product Approval IUSER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail OFFICE OF THE FL# FL1850-RI1 RECEIVED SECRETARY Application Type Revision Code Version 2017 JUL 2 3 2018 Application Status Approved Permitting Depart St, LuCle Coun Ment 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 Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion 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 the Walter A.Tillit,Jr., P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann Jr. ' Validation Checklist-Hardcopy Received Certificate of Independence FL1850 R11 COI AMERICAN SHUTTER SYSTEMS INC. DRAWING 17- 102 CERTIFICATE OF INDEPENDENCE PDF Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2005 ASTM E1996 2005 ASTM E330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/03/2017 Date Validated 10/13/2017 Date Pending FBC Approval 10/17/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 1850.1 Bertha HV Accordion-Blade 3(HVHZ) Extruded aluminum blades folded together thru knuckles and Drawing# 17-103 retained by tracks to provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 R11 II AMERICAN SHUTTER SYSTEMS ASSOC, INC. Approved for use outside HVHZ:Yes DRAWING 17-103 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST.,PDF Design Pressure: N/A Verified By: American Test Lab of South Florida Inc. Other: Large Missile Level"D", Max span is 12'-7"for 35 psf Created by Independent Third Party:Yes positive ASD load and 13'-0"for 35 psf negative ASD load for Evaluation Reports one specific condition shown in span tables. See additional FL1850 RI AE AMERICAN SHUTTER SYSTEMS ASSOC, loads and spans on engineered drawings. INC. DRAWING 17-103 PRODUCT EVALUATION REPORT PDF Created by Independent Third Party: Yes 1850.2 Bertha HV Accordion Shutter Extruded aluminum Interlocking blades retained by tracks(top (Combo)-HVHZ-Drawing#17-102 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 R11 II AMERICAN SHUTTER SYSTEMS. INC. Approved for use outside HVHZ:Yes DRAWING 17-102 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYSTEM.PDF Design Pressure: N/A Verified By: American Test Lab of South Florida Inc. Other: Large Missile Level"D". Max.span is 13'-2"for 30 psf Created by Independent Third Party:Yes positive ASD load w/o window blade, 16'-0"for 30 psf negative Evaluation Reports ASD load for HVI blade w/o window blade for conditions FL1850 1111 AE AMERICAN SHUTTER SYSTEMS.INC. Indicated on schedule#1,sheet 12.And 12'-3"for 30 psf DRAWING 17-102 PRODUCT EVALUATION REPORT.PDF positive ASD load w/o window blade and 15'-5 for 30 psf Created by Independent Third Party:Yes negative ASD load for HV2 blade w/o window blade.See sheets number 12,25,28 and 28A of installation drawings for other spans and pressures. 1850.3 Bertha HV Accordion Shutter-Blade Extruded aluminum interiocking blades retained by tracks(top 1 Only(HVHZ)- Drwg# 17-122 and bottom)for storm protection Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL1850 R11 II AMERICAN SHUTTER SYSTEMS ASSOC,INC Approved for use outside HVHZ:Yes DRAWING 17-122 BERTHA HV ACCORDION SYST..PDF Impact Resistant:Yes Verified By: American Test Lab of South Florida Inc. Design Pressure: N/A Created by Independent Third Party: Yes Other:Large missile level"D".Max.span is 16'-0"and 14'-9" Evaluation Reports for 30 psf ASD negative load depending on centermates and FL1850 R11 AF AMERICAN SHUTTER SYSTEMS ASSOC, IN locking rod configuration for the HVI blade, 8'-0"for+64, -72 DRAWING 17-122 PRODUCT EVALUATION REPORT PDF psf load for HV blade for Keystone mountings 7'-0"for+75,-75 Created by Independent Third Party: Yes psf for metals stud mountings and 8'-0"for 110 psf,for HV1 and HV1A working in unison.See sheets 7, 11, 20 and 19 respectively of installation drawings for other spans and pressures. Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer,Qqy.[Lght 2007-2013 State of Florida.::Privacy ktAtement::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 455.27S(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.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 1. BERTHA N.V. ACCORDION SHUTTER SYSTEM WITH H.V. BLADE y3 W/ OR W/O H.V. WINCaW BLADE /3 SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6th EDITION) OF THE FLORIDA BULDING CODE.THIS ACCORDION SHUTTER SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HVRRCANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE. FOR A BASIC WIND SPEED REOUIRED BY TIE JURISDICTION WHERE SHUTTER WILL BE INSTALLED WITH A DIRECTKNNALTTY -ACTOR Kd=0.85, USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (A-S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 5, 6, 7,8 A 18. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.U. DESIGN WINO LOADS BY MULTIPLYING THEM BY 0.6 IN ORDFR TO COMPARE THESE W/ MAX (A.S.0)DESIGN PRESSURE RATINGS INOICATFD ON SHEETS 5. 6. 7, 8 g ti IN DRDFR TO VERIFY THAT ANCHORS ON THIS P.ED., AS TESTED, WERE NOT OVER STRESSED, A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS TABLE OF CONTENTS ANALYSIS. A WIND LOAD DURATION FACTOR M-1.60 WAS USED FOR VERIFICATION OF FASTENERS SPACING IN WOOD BERTHA H.V. ACCORDION SHJTTER SYSTEM WITH H.V. BLADF M3 W/OR W/O HV W:NDOW BLADE #.5 ADLOVACY FOR WAND ANO IMPACT LOADS WAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER AMERICAN TEST UAB OF SOUTH FLORIDA REPORTS: AREA 1: HV BLADES() AT 1 -(j'j'H.V. BLADE /3 /0403X1-08 WITH ADDENDUMS /3 & pA, DATED 4/30/14,0825.01-10 (WITH ADDENDUM ;f2. DATED 4/30/14), 1220.01-10, 1209.01-10 A 0422.02-14 GENERAL NOTES. SHEET 1 AS PER PROTOCOLS TAS-201, TAS 202 g TAS-203, LARGE MISSILE_ SYSTEM COMPONENTS. 1-21 SHEET 2 -0H_V_BLADE /3 WORKING IN UNISON WITH:q H.V. WINDOW BLADE rf3/0829.01-08 WITH AODEMDUM 02, DATED 4/30/14, AS PER PROTOCOLS TAS-201, TAS 202 g TAS-203, LARGE MISSILE. SYSTEM COMPONENTS. 22-36 SHEET 3 �T':1 - 1O H.V. BLADE/3 AND l7 H.V. WINDOW BLADE /3 ARE ENGINEERED TO YORK IN IRNI$ON WITH EACH OTHER LINDEN ]HE GENERAL LIMITATIONS AND CONDITIONS a JSE TYPICAL SHUTTER ASSEMBLY. SHEET 3A INDICATED ON SHEET 18. 2. BERTHA ACCORDION PROS 33',� 3S OR ALTERNATE�6,SHALL BE AS INDICATED ON SHEETS 3 g 4, USED AT BLADE'S[NUCKLE. ACCORDION PINS X32 USED AT HV DIRECT AREA E APS I JBLADE j��D FN WINDOW BLAf1F_ (� MOUNT SHALL BE AS INDICATED ON SHEET 3. PINS SHALL BE 410-H7 MINIMUM SERIFS STAINLESS STEEL SCREWS WITH 173.6 KSI YIELD STRENGTH AND 187.4 KSI TENSILE STRENGTH. PINS SHALL BE COATED PATH BERTHA HV DACROSHIELO COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS, RECISIERED WITH TYPICAL SHUTTER ELEVATION g NOTES ON LOCKS. SHEET 4 AMERICAN SHUTTER SYSTEMS ASSOCIATION, MAXIMUM SPAN TABLES- S'IEET 5 3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063 T5 ALLOY AND TEMPER, WITH Fy- 27,1 W MINIMUM(UNLESS OTHERWISE NOTED), ANCHOR SCHEDULE- CONCRETE SHEET 6 ANCFROR SCHEDULE- CONCRETE g BLOCK, SPIFFY 7 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ALSI SFRIFS OR CORROSION RESISTANT COATED CANBON STEEL AS PLR DIN 50018 50 kei YIELD STRENCIH AND 90 kId TENSILE STRENGTH ANCHOR SCHEDULE- WOOD SHEET 8 g SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.34. INSTALLATION DETAILS 1-6 -CONCRETE A BLOCK SHEET 9 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR ANSI 304 SER,ES STAINLESS STEEL WITH 3S kei MINIMUM YIELD STRENGTH. INSTALLATION DETAILS 7-9 -CONCRETE A BLOCK SHEET 10 INSTALLATION DETAILS 10-METAL STUD SHEET IDA 6 SEE SHEETS 6 A 8 FOR ANCHORS SPECIFICATIONS ON DIFFERENT SUBSTRATES. INST. DETAILS W/HV CENTERMATES 9 A 0 SHEET 11 7. 'HIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT#6779582_ COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOL_+ OR IN PART BY U.S. PATENT INST. DETAILS W/HV-T-LOCK CINTERMATESg (9) SHEET 12 /5458179 ISSUED TO EASTERN METAL SUPPLY, INC. INST. DETAILS W/HD CLINTERMATES 4 0 g SHEET 12 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHATTER IS TO BE ATTACHED TO INSURE PROPER A4CHO7AGE. END CONNECTION DETAILS 1-6-CONCRETE g BLOCK SHEET 13 CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. INSTALLATION DETAIS IW-BW -WOOD SHEET 14 INSTALLATION DETAILS 7W-10W -WDOD SHEET 15 9. EACII UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE tlWTH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT, OR OTHERS, MUST ENO CONNECf10N DETAILS 1-6-WOOD SHEET 16 PROPERLY CLOSE ALLCENTERWTES AND ENGAGE OR LOCK Al LOCKS' AREA 't: HV WINDOW BLeiW ONLY 10. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE W'TH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED IOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODF. TYPICAL WINDOW BLADE g WINDOW DFTAI_ SHFFT 17 11. BERTHA H.V.ACCORDION SHUTTER SYSTEM WITH H.V. BLADE /3 W/CR W/O H.Y. WINDOW BLADE 03 INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS TYPICAL SHUTTER ELEVATION SHEET 18 ANY BUILDING AND ZOHIINC REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 12. (a) THIS P.E.D.PREPARED BY THIS ENGINEER 5 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECflC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS RE.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THF CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTORS RESPONSIBIUTY. (c) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. THIS DRAWING SHALL ONLY BE USED TO (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 OBTAIN PERMITS IN THE STATE OF FLORIDA PROJECT AND WF40 WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINFFR OF RFCORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS UTTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) ORIGINAL P-E.D. SWILL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BEAN DING CCDE (High Velocity Hurricane Zone' I,,, 1/' R A. T14Z ©2017 nTEco,INC. (ENCME�iNC) 02017 EASTERN MF-4L$11V"LY, INC. QN.�........,••./T A S S A BERTHA HVTM �. Accordion Shutter System ,A I L E C O IMC. ■ ■ ■ ■ TLV. a ADE#3 W1 OR W/0 Kv WON HAM#3 J * TILLIT TESTING A ENGINEERING COMPANY American Shutter Systems arv. m DESCRIPTION PATE ORAyga 8r LC. 6355 N.M.3816.V.,III,.306.a.+O Gv+CENS, ,LoR 3316 Association, Inc. 1 am 13-w, mYN/n DATE-07/26/17 AC P-:(305)8/1-1530.Fo.:(3o5)e71--1331 4268 Westroads Drive a GRID A •-* II«00001 c6vn DRAWING Na O '•. F L`t T9_oao671s West Palm Beach, FL 53407 3 'ifs �,.....D a8ALT01 A TILLIT Jr.P.E. 4 17-103 FLDRnA U,/44167 9 $MIDDY IRiT7,@F�f,'ATF a 1 F 19 -4.073• — ! i "o. 144--7 —1 917'—. 227" IVIY 5t - F —W ce2l' .00a r ; 7 Si T_ Z A "61o, .72' o6l, G)HV BLADE#3 1 ."j u_-j Fnt -5.0w,MAX. OHV WINDOW BLADE#3 3.52:0' L _n. L'&wr IAWr - O5 ,O ANGLES - SEE LIM!TATICNS A HV HEADER HV B.O.TRACK HV HEADERISILL HV 1"B.0.HEADERISILL QUALIFIED FOR N/ HV FOR BLADE©ON SHLEI 18 Q) Q'FIED FoRd%W/ KV G) (9 BLADL ill) QUALIFIED FOR W/ HV ED FOR S QUALIFIED FORE W/ HV BLADES C J�SE QUALIFIED U BLADES i LADES C, �.V Hv BLADE 1 I-x- +,-�2.-226 r 063 "WIr m­ t 2- 2. .125, J� ...... ...... A11-1 3352 1.522' an. 072 1.674"— .072' - 1226'- HV DIRECT MOUNT 10 Q6 f ADJ.FLOOR TRACK HV ADJ.ADAPTER W!LIP n8 HV WALK-OVER TRACK QUALIF)ED FOR USE W/ fllv HV 9011180*STARTER SIDE ANGLES UALIFIED FOR USE W/ M.f (D QUALIFIED FOR US E_W/ HV QUAkIFC0 FOR T W/ HV BLADES C1,(B QUALIFIED FOR USE W/ HV CORNER POSTS AD FOP ,!E Hv Ah BLADE 0.75*­�-125"r� BLADES(D,o BLADESBLADESQT),�C6 G BLADLS 1 1 NEOPMIE SPACER 8"w QUALIFIED For, SF-W/ HV C*wrII44Tr5/5.S.PUTS BLADES(j1,.i& 74b* 2.29j' TW.304 1 = RAT 0. 74b* 23x3' TIAL. NOV51MG INAWL 2.293- .7457- 0 (2)1/ ss...$.) IMKED PAWTM THRMED zm E�L 700 I 8 .4 00- a 7 .318- .815, 1.9Q, K� 2121- .2w .xts 4s, (+)5/-64-18 PIOU rDF(1)/'V0 16.1 5/8' WE cttreeR )I.*,.S.S.r-OREAM TKNO SCRC*A/-CFT4 UD a KEYS(a4bCwT MASS CYUNDER 63)HV CENTERMATE HV FLOATING CENTERMATE 15 S.S.SALT WATER LOCK 994 T 419" RATED) (CHRDNE PI AMD) 1-6-1ALiFirn FOR USE W/ HV G OUAUFED FOR USE W/ HV QUALIFIED FOR T -w7HV BLADESi0.0- BLADFS AQ 1.1w H.V.LOCK 8 H.V.EGRESS LOCK Wd" 4.045 QUALIFIED FOR USE W1 I-,, QUAUF1FD ;OR USF W1 HV BLADES ELADFS Cl o x 8` F= jo N COMPONENTS 6063-76 ALLOY AND TEMPER .822'- SCALE 3/8"=i* HV MALE"T"LOCK 2. 21 HV"T" 18 CENTERMATE HV FEMALE"T"LOCK 7W-- 2.750J CENTERMATE PLAN FRONT ELEVATION LOCK QUALIFIED FOR USE VVI HV 13LADE�- QUALIFIED FOR HV 20 CLIP FOR CENTERMATE QUALIFIED FOR BLADE �U20� "T"UUA0 JLU F1_R 7-P BLADE�t: BLADET FLORIDA BUILDING CODE (High Velocity Hurricane Zone: %%,-"AtR A T, C)2017 TknM,WC.(UOMEEF 1, 02017 EASTERN METAL SUPPLY, WC. V E 0 l 7 1 BERTHA HW' IILIECo ,., BE Shutter System A.S.S.A. FLY. 43 W/OR W/o KV. VANDDW SLAM 03 -qxiI ' TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems 1tv, DESCWTIOW DATE I DRAM BY,L • S T y St- WROW GAOE�S.FLC-IA MI. Association, Inc. ."W,rf DATE-07/26/17 71-1530.F•.:(305)671-1531 4268 Westroads Drive 1:I&A--ft I B_....G P40 10-OM17 I West Palm Beach, FL 33407 ........... 4 1111 WALTM A.T&UT P.E. 4 17-103 0 44167 5 E'er`Lk- SHEET 1P. ------ IL DATE 1 6 __I 2 or 18 g1.817•—•I s iMll�Tilllll 1 O � �� • ,2 - ✓97'� n 1 KEY CYLINDER 27 7 o.e75-Min. tr 3 .125" 375 o00 m 2B 12"LOCKING ROD Q ® 6"LOCKING ROD Q 22 HD CENTERMATE 23 HD CENTERMATE 24 HD CENTERMATE'S ' — T .*, Wn. GUAi_IF,E6 FOR USS W/ HV OUALIFILU FOR USL W/ HV Wl LOCKING ROD W/NO LOCKING ROD INSERT eos' In oaDE'i BLADE J QUALIFIED FOR W'/ HV OUALIFED FOR USE W/ HV OUAUFIED FOR USE W/ HV BLADE 1� BLADE,i) BLADE'.JTNw,reIURORL+NDJt Q 1261, '6INSTALLATION WILL REQUIRE A KLY `Ift 6"t�LE DRILL:D AT TRACKS FOR PROPER CYLnDER EMBEDMENT eY REGENT HARDWARE MORTISE LOCKS 25 HD LOCK SERIES 2353 HOOK BOLT LOCK. 1/2 1.130',.,30•:- OLMJJFIED FOR USE W/ HV BADS.Rn'r LE 1 . o.s2.•. -- .475' 4751 N _ 9. i NYLON•e+rn. d �.e>0 .�i5 D ELEVATION A 27 HV 114"0-20 AISI 304 SERIES T®HV 3/8"0-16 ACETAL 48 HV LONG RECESSED 29 HV SHORT RECESSED (BEV NYLON HAT 31 HV WHEEL CARRIAGE S.S.THUMBSCREWS THUMBSCREWS NYLON BUSHING NYLON BUSHING WASHER � QUALIFIED FOR USE W/ I+V QUALIFIED FOR W/ HV NSI 302-303 SERIES BLADE 01 ()) 1 + , P fian4' _ ,e3' sry scr n u COMPONENTS (CONTINUED) OHV DIRECTO HV PIN Q BLADE O HV PIN 0 ]+ O HV PIN MALE KNUCKLE O ALTERNATE PIN MOUNT PIN X10-18"x2 3/4" W/ #8 HD, /10-18"x2 3/4" W/ /8 HO, t] to t9 29 25 BLADE d+ Q\]+ #14-14x1 3/4" W/ 7f8 HD, W/ HV HD MARKING W/ W/ HV HO MARKING W/ j114--14"x2 3/4" W W/ HV HD MARKING / I/8 HD, X10-" HD AR IN HD, (SEE DETAIL X, SH=ETS 13 do DACROSHIELO COATING DACROSHIELD COATING W/ HV HD MARKING W/ W/ '4' HD MARKING W/ 16) W/ DACROSHIE�-D COATING DACROSHIELD COAnNG DACROSIIIE D COATING FLORIDA BUILDING CODE (Nigh Velocity Hurricane Zane +111+I�P,�. ••- o- Q2017 TtLTECO.mt.(ENuINF:mNc; X2017 EASTERN METAL SUPPLY.INC. 0CENs''., _ BERTHA HVTM IFc. A.S.S.A. Accordion Shutter Svstem H.V. axe#3 W OR W/O H.V. NINDDW BLADE/3 AmoriCarl Shutter Syaflms PCM.IM O[SCR1Pi18N LG.wtE DRAMN BY: * TICCIT TESTING do ENGINEERING COMPANY O'.• F 6355 Kw.30h.sf.,m.x55.MRGW GN10o6.FO 3314 AssOClaflon, Inc. , �-a, m/34/n LM7E O7/76/f7 Prton4:(306)871-153( rax:(305)071 7531 4268 Wastroods Drive 2 ,ps;.,•RID •. ' +++` Ea1100066719�m West Palm Beoch, FL 33407 3 DRAWING No /01VA L'EN���I�I VALTER A.TA Lfr P.E. t 17-103 P.E. itAt-5 IhTk1Ft9/DATE FLORIDA uo.f 44161 s SHEET 6 3 OF 1 ,I I n(D-0. ®� 1 IIII y - EX110lIOR 1-- EXIEMOR EXTERIOR EXTERIOR I I I i n nl Q® i4 ai 0 .6 ' (D-6 fI II MR IN ASSEMBLY ATR. ASSEMBLY IN BETWEEN 31 ASSEMBLY AT ASSEMBLY IN BETWEENA. ((qGO EVERY OTHER INTERAR KNUCKLE) i®',o �!v R" OTHER INTERIOR KNUCKLE) TYPICAL SHUTTER ASSEMBLY TYPICAL SHUTTER ASSEMBLY WHEN �" LONG NOMINAL PINS ARE USED* WHEN 3" LONG NOMINAL PINS ARE USED , - SCALE:1/4•, I' 'THE HV PINS h BUSHINGS ARE PRE-ASSEMEILEU. TO KEEP BUSHINGS ON THE PIN A NOMINAL 0.275 O.D. z 0.130' I.D. z 0.072' IHK- RUBBER RING IS PLACED OVER THE END OF THE SCREW, THE RING IS LEFT ON THE PIN WHEN INSTALLED INTO THE KNUCKLE'S SCREW BOSS. ) LORIDA BUILDING CODE (High Vclocity Hirriccne Zone '`�TT. •.// �� �),G'/ ILTECO,INC. (L-1,1NUANIC) C-201/ LASIERII METAL SUPT'.Y, 'N,^.. �CEIUS' r BERTHA H7 : IL E C O INS. A■S.S.A■ Accordion Shutter System ? 13 American Shutter Systems Kv,rboDESCRIFTo,�SLADE#3 W/ W oIM,r ORLMW NDOW �c TIWT TESTING h ENGINEERING COMPANY -AM.M..w.30°,VOGNIA CARDS .rtGaq,331 AssoclaffOn. Inc. 1 Zn IYJlI nnwl Okv-.07/26/17 rlw°.:(305)1171-53C.r°,:(30371-1331 4268 '8estroods Drive 7 '� 10 �, •-^°i°u,.r°s°a.°°^ west Po.m 8eoch, FL 33407 3 DRAWING No fsS/O RID N.\�,IT% wYTER A�6f16..P.E. 4 17-103 P,E. S£A� 0F�E/DATE °LORD"U�f 44167 s SHEET 4 3A OF' 18 --OO�OO'OO'C�'U-OO '02•® NOTES ON HV, HV "T" AND HD LOCKS AND CENTERMATES: VALID ONLY FOR INSTALLATIONS W/ HV Jf BLADE (0-0 \ D I �PTORY COMMN�NW/-HONE ELOC�S �or ND16 ENor TERALL BE EEUSED AT 1/2 OF SHUTTER SPAN FOR AN' °-�0.Q or+a '•�,I�oR +1�3+ � SPAN OR 12" ABOVE OR BELOW 112 OF SHUTTER SPAN FOR SPANS �1P TO�c1�59'. AND FOR INSTALLATIONS AT ANY ELEVATION EXCEPT FOR INSTALLATIONS� INTO METAL STUDS. HV LOCK SS or C3 or"�MAY BE USED AS AN INSIDE OR 1 I sl o jai rg OUTSIDE LOCK,ATTACHED TO f' or CC4 CENTERMATES W/(2) 1/4'-20. 1/2"LONG FIAT HEAD S.S. M.S. LOCATION OF lDL1C SWIl BE AS IO'CATED ON TPMAt SHUTTER ELEVATION.115E OF LOCKING RODS AND 0711:IS COMPLETELY OPTIONAL 2. iT�'COMMON 2 FOR I ST L AMNS INTO ET ml / ONE HV LOCK Imo'or L or SHALL BE SHUTTER SPAN Imo : USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP (SEE SCHEDULE 1 TO 159'. AND FOR INSTALLATIONS AT ANY ELEVATION EXCEPT FOR INSTALLATIONS MATO METAL STUD. HV LOCK r%or ON SHEET 5) )r8:or @)MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO l'c4 or 7}C CENTERMATES W/ (2) 1/4'-20 x 1l 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS Crv�- W/0 OR 07A TOP AND BOTTOu IS COMPLETELY MANDATORY. T 1/2 OF SHUTTER SPAN --fR1 _ FOR INSTAUATIWIS W/ d 3_ WAWTO9Y MIbTT10N i3 NOR KEYSiONc unllunur-wcru I Anrrre. ONE HV LOCK 13 or,1 or 1 Y SHAT I RF (t)/lv OR HD MOCKS OR USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12-ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR'SPANS UP MAY BE INOW STALLED 1UF ABOVE TO W. AND FOR INSTALLATIONS AT GAN�Y ELEVATION. HV LOCK X119 or(t9 or LSA.:MAY BE USED AS AN INSIDE OR OR 1 j S.IUFIER. it" OUTSIDE LOCK. ATTACHED TO Q or'1�SYMMETRICAL CENTERMATES W/(2) 1/4'-20 . 1/2" LONG FLAT HEAD S.S. n M.S. LOCATION OF LOCK SHALL BE AS INONGTED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS a�.W/�7 OR�TOP AND DOTTOM IS COMPL.FTELY MANDATORY- I 4. i� IF DESIRED, FOR RF"TTER PERFORMANCF OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS 1B OR 05,MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES SEE END CONNECTION— OR�14J SHALL BE AS INDICATED ON NOTE (1)ABOVE. DETAILS ON 2 4 5 6 8 9 I LOCA OF LOCKS SHALL BE AS INDICATED ON TYPICAL SIIUTTER ELEVATION. SNEEIS 10. 13 & 1 1e TYP. FULL li' O1 • APPLICATION Wl HV -T- LOCKS AND CENTERMATES: HEIGHT. OR DR `OR 8 +g DR : 1. sfral.rILTnMtllf m IIIAId199Y cONDITtDN�1 WILD or.Y �;�.AND Comy L•T13 fs ALLDTf; ��v� O EI ONE ALTERNATE HV T` :.00KI 1.MAY BE INSTALLEL' IN LIEU OF OTIR LOCKS FOR ANY SPAN AND INSTALLATION AT V'SO-" OF CENTERMATES ANY ELEVATION. ALTERNATE LOCK 121'.MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF LOCK fL" INCLUDES USING "J"CUP CU, AS SHOWN ON SECTION 15, SHEET 12, WHICH MUST BE CONNECTED TO CENTERMATES -- -- - - UNLIVMtD'MOTH-- - t$AND�0 W/ 1/4" 0 20.1'5.S.M . INTO A 1/4Y X 5/8"RNNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" MAXIMUM ABOVE AND BELOW MIL'SPAN. USE OF TWO LOCKING RODS®or�TOP AND BOTTOM IS MANDATORY. TYPICAL; 1 H.V. BLADE #3 SHUTTER ELEVATION * APPLICATION W/ HD LOCKS & CENTERMATES: -. T. TFYiD ALTE.NATE Tn MA110ATORY mlamoN r f VALID FOR 110 Lr+YY 2 W/(2)I)rsrNTseuAms#09 d SFE L IM,TATKONS OF LSE FOR +U W/ju: ONE ALTFRNATE HD LOCK- MAYBE USED IN LIEU OF OTHER LOCKS FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. BLADE�A'ON SHEET 18. �� �� ALTERNATE HD LOCK q' MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK A'TO't-7 IS W/(3)!B .3/8'F.H. S.S.M.S.,AND INCLUDES RFINFORCEMENT INSFRT�?I'AS SHOWN ON SECTION 18,SHEET 12. LOCK MAY BE INSTALLED AT MIDSPAN OR 12*MAXIMUM BELOW OR ABOVE AODSPAN. USE OF LOCKING RODS f OPTIONAL. or.f4 f5 COMPLETELY FLORIDA BUILDING CCDE (High Velocity Hurr:cene Zone 1111 �\ ��_ _.'- OLT:G,INC.(ENGINEER.NG) 02017 EASTERN MRAt SUPP:.Y, INC. ENg •., BER IL E C O INS. A.S.S.A. Accordion Shutter System H.V. 9Ja#3 W OR W H.V.wHooW 9-ME 413 American Shutter Systems 1Nv,N. UESCMPTM DAN DRAWN BY..L.C. TILLIT TESTING k ENGINEERING COMPANY ', ATE Df Q M� as15 Kw.xm.u.,sn ms,-0w cAA0L1s.naew 331 Association. Inc. i m Iso, R•Y»Y,x CATE 07/26/17 (305)871-1530.Fm:(305)P71-1530 4268 Westf00ds JrIYE 2 f` '•`!!n..... air Ar .-mal:eate"S"jwm West Palm 8e0oh, FL 33+07 3 DRAWING No NALEN6\IIA WALTER A Ml7f' .P.E. 4 17-103 P.E. SULjSStG..I4ATURc/DATE FLORIDA L�.!441e7 5 SHEET 4 4 OF 18 1)L+:MAEMIM ALLOWABLE SPAN PM A DNEN FOSRNT A S U DFsr:N PRESS— MAXIMUM SHUTTER SPAN "L+" OR "L—"* (ft.) MAXIMUM SHUTTER SPAN "L+" OR "L—"* (ft.) LL--�MUM ALL OWMNF LE SPAN FOR A GIVEN NEGATASD DESIGN PRESSURE FOR INSTALLATIONS W/ 1Q HV BLADE. A FOR INSTALLATIONS W/ U HV BLADE. A (2)PROCEDURE TO DETERMINE MAIIMUM SPAN FOR WALL MOUNTINGS(10PISMOM)OR FLOOR/CEILING. POURED CONCRETE,CONCRETE BLOCK FOR KETAL STUD INSTALLATIONS ■ QYDI A XS D.DESIGN PRESSJRE RAT HG,DOERMLNE UMIMLM SPAN'L+'FROM MAXIMUM WO AND OD INSTALLATIONS t MAXIMUM SCHEDULES A.S.D. GIVFN A NECATNE ASO DESGN PRESSURE RATMG.CERRWNT—IMUM SPAN'L-' A.S.D. FROM SCHEDULES. PRESSURE FLOORf CEILING NiIIl SEPARATION PRE Y1ALLl Mp(I,({Ip FLOOR/CEILING MIN SEPARATION RATING WAIL MOl1N TING TING TO GLASS RATUG MOUNTING TO GLASS DEAL ER 1.Y ALLOWABLE*L-* SPAN IS EOJM TC T.f EIFBkVM DETERMINED SPAN IETWELN l+'AND'L-'. I.DF') L(FT) L'(FT) ewn r(FT) IW1p4E IOW T (+W-) L'(FT) L`(FT) (FT) L(FT) KNUCKLE 3)FWOCEOLRE TO DEIERFRNF WKMUM SPAN FOR f.CMB�NATKA+S m BETWFFN WALL tWA1MNG5 W/FLOGR/CERJM MOIM NGS: 35 it-r 13.(" 17-r 13-0' P 4 318" 6 T-01 2 3/4" 4 118" FOR A GWEN POWAM AS.O.DESGN PRESSURE RANG: DETOM W- 40 11'-10' 17-3• 1r-10" 17-3' _ 4" 4 3f8" _-- L—wtt.SPIN FOR*ALL MOUNrNG MSTAuwnONS. 45 ill-Ir 11'-11" 1r-Q' 11'-11' e• 43V L—MAY.SPAN FOR F1.00R/LFII INC MONK TI NSTMLATIONS 60 11'-S' 1r-tr 11•-S' 11'-6'... 4- 438" '' 6'-7" a-7' - 2314" 4le' FOR A OVEN NEGATNE&S.D.DI PRESSURE RATING: 55 _ it-4" it-4• 1r•4" 11'-4" 4' 4 3A : LI-:MMT SPAN FOR WALL MDUNRNC INStALLATIONS. 8D 10'-C• 10-8' 10'-8' 10'-6" 4' 4 318" u-=MAA SPAN FOR FLOOR/CE1L61G MCUNINIG MTALLAT104S 85 6'-r 6'-6" 9-8" 8-6" 4' ♦ " ■SEE SECTION 10 ON SHEET ICA. - FINAL MAX-"ALLOW/$E SPAN IS EMAL TO THE MINWIM BETWEN-L,+-.'u+-. 70 B•3" 8'-3' V-31 8-3" 1 41/8" 'L,-'AND'u-` ....75 _ 7' 9" T-9" 7-9" T-9' 3118' • 4118" s)00 TO ANCHOR SEHEDuLE m SHEETS 6&7 FOR CONCRETE AND BLDCN,SNEET tl 80 T-3"_ T-r 7-3- T-3" 3116" 4118' FOR WOOD AND TO SECTION ON SHEET 10 FOR WMosE MWNTwCS AND SHEET IW FOR METAL STUDS WRN FINAL MAAtMUM MLOWABLE SPAN MIO NFOATW ASD. 85 B-10' _6'"10' s•10" 8'-10' 1/8' 4 1/8" DESIGN FV&n fK IMT •O DCTERWI F MAQ'W M ANCHOR SPACING, 90 S-T ? S-T S-T S-T 3tlB' 4118" (5)MINIMUM SEPARATION TO CLASS SMALL BE THE CREATEST MEASURED FROM ErTHEP. 96 S-6' S-6' S-6' S-6' 3 tlr 4 118" RW OF KNUCKLES OR REM OF LOCKS/CENTERwTES(AS APPLICABLE)10 GLASS. 100 _SES' S-6" S-5' S-5' 'IH!" 41/8" 105 8-3' S-3' S-3' 6'-3" 3118" 4 V8" 110 r s-r s-r s-r 31/8" 2314" MAXIMUM SHUTTER SPAN "L+" OR "L—"* (ft.) FOR INSTALLATIONS W/01 & 1�� HV BLADES. A A INSTALLATION UBSTRATES CONCRLiE & METAL STUD WOOD 't EXCEPT THAT -L- i � _ L= _.� I_ r- _ _ POURED CONCRETE,CONCRETE BLOCK OUNTINGS MASONRY A.S.D.CESTOI PPECSUPE F;JI!1S FLIP AIST4�L.TIOIS 1 11 U L:1,'I;.-... MAKWAIM AND WOOD INSTALLATIONS DR C]IICRETC BLDp 'rK SI-ALL BE_uttTED AS FftLDvS• A.S.D.PRESSURE ,Nut 1, 2, 3, 1O 1W, 3W, 4W I-CDI, _CIEIIS T7 KEl'S13& ( RAIT PLRIJ11G 1-14LILD 'U�6?;TP PILL MOUNTING FLOORMOUNTING CEILING MIN.SEPARATION 4, 5 & 9 7W, 9W & Toy.,lJ ti 7' G'SPAT:,SEE SECT:DII 90%SLEET?D. (fPao MOUNTRNG TD GLASS-- -- - ---- L+(FT) L'(FT) 0(m C(F) KNUCKLE ctn>a FLOOR/CEILING 6, 7 & B --- 2W.&3W, 6W 8w 9'-6" 9'-6" 4 6" 31 02 i " 0 EXCEPT THAT MAXIMUM SHUTTER SPAN 'Lt' OR 'L-' 8-11" 1 a-11" 8'-11" 1 8'-11 1 33/8 AND MAXIMUM A.S.D. DESIGN PRESSURE RATING FOR •SFF LIMITATIONS OF USE FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED AS FOLLCWS: BLADE 1@A ON SHFFT IA. 1- CONNECTIONS TO PLYWOOD LIMITED TO ±62 p.s.f. AND 8'-11' SPAN, SLE SECTION SW ON SHEET 14. 2- CONNECTIONS TO HOLLOW CEILING LIMITED TO ±62 p.s.T. AND 8'-0' SPAN, SEE SECTION 2W ON SHEET 14. F+FAA"���•� FLORIDA BUILDING CODE (High Velocity Hurricane Zone \A•� •........ AV,% ©20'7 71JECO. MC.(ENOINE,,-; 0201-1 EASTERN METAL SU;Z MC. HW �P 'vGENSF••���' Ti L EC�0. Accordion Shutter System A■S■S.A. HV. GLIDE W DR W HY. WMODN BLADE#L3 e* American Shutter Systems ev.NP DLsca"I'Dw DATE DRAWN Be.L-C. •&� TICCIT TESTING # ENGINEERING COMPANY a•� VI :(� �� aass Nx.INTI SL.STI.!M w GAMFNS.naw 33,1 Association, Inc. T INTI I,-6.I eTlav+> DATE 07/26/17 pkc (303)871-1530.F•X:OOSA71-1531 2 42611 7:Csl,oOds Driv= ••-RI A\tattNlt •-mPl1Aee■PN-c,Nn Wes( PDkn Beach, FL 33407 I DR�A/WING No WALIL'a-Z"F.P.E. I /- 03 P.E. SEAt/S1G4af6RE/DATE FLORIDA Lk.1 u1e7 5 SHEET 6 5 OF 18 •SPECIE7CAT10NS ON ANCHOR REQUIREMEMS: POURED CM'!r'�Tc OR CONCRETE BLOCK SUBSTRATES NJam MAXIMUM ANCHOR • SPACING (in) SCHEDULE FOR A GIVEN MM, SHUTTER 1.ANCHORS TO WA1 SWL_or As FrALCW'S: 1+x0+6/mom'ICOWN ttwn°cY SPAN. A.S.D DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING W ID DISW POURtO CONCRETE: ALL hours Sa AP INLP RAP x111+CAP MOUNTING TYPE FOR CONCRETE INSTALLATIONS I ATIONS -1/4•R 7�L 9/-DVVPOINTS O 1-bO ANCHORS ILQORS AS CAGY. EI MWW ALI_NU er I.T.N.eBOLT SPE }'F.3 NAq. 'TAPPER. ' -1/47:aH'ALL FONTS saA1-ALN AMCICTS AS r1�Rg„T}D Br AL PONS scREx',BOLT It saEo+crc a•>uPANNr.(Mn 1'c-3 IW). (SEE MOUNTINGS 1, 2, 3, 4 h 5 ON SHEET 9) - 1/47 BILE TAP CONCRETE ANCHORS WITH CAP,AS AVAN/FACTURF.D 0Y FLORIDA FASTENERS DiRFC',INS.(Nn.rF-2 MW). 1/47 TAPER+ANCHORS AS MANUFACTURED By POWERS FASTENERS,INC.(Min.I'c=3 x i).ANO XSTRIORED BY ALL POINTS SCREW,BOLT E SPECIALTY COMPA%v OR POURED CONCRETE ANY OTHER APPROWD UCFNSED OR A ITHORNLD W-MOM RCCIS'FRED W/EHL AMERICA•.SIL'•TFR SrSTEMS AS50CNtO0 INC. 1 k QD WALL MOUNTINGS B(D WALL MOUNTING WALLSILL MOUNTING W/®.CON® W/®+© W/©+® F10S. A 1)MINI EMBED ETTf NTO POURED CCHCWIF OF?APCON w/ADW THNCACFCW TEOI•XD',Y AM TA R-MIGNONS IS 1 3/4'.AND 1 1/2"FOR BLUE TN' ASD IW,Ilcwxc LOW)(PAN ASA V9O1 II[dIAE'M('.,J AS.1 111901 W.OR Ido IAO) WBH CAP ANf!HM. 9 9 0 N9 70 80 90 PDO 2 9 9 30 80 70 9 9O 100 110 JD 140 9 9 0 80 0 100 710 A2)ASNMUY EHBEOMrNT OF 1/4'4.3/4-ALL POINTS SOUR-SET ANCHORS SHA,ff/MNr NT,THE FrA9ED CONVElE.NC EMBEDMENT INTO S LPOM SHAT W ! ! ! g 8 9 9 9 D 9 9 9 ! D 9 9 - 9 - 0 9 9 9 ! 9 9 9 PERMITTED. 1/4 P-2O SS MACHINE SCREW USLD SHAL EC 1 I/2'LOAD NINMW SHOJI•STLCOO rxlsr,AND,•MIAMUM FOR WARS WON N0 STUCCO. OR D 0 1--i f 9 0 9 B 9 ! 9A.3)IN CASE TWT PRECAST STONE.PRECAM ca.CRrTE PINES.PAYERS OR ANY VENEER BE FOUND CN THE EXIST)NC WALL CR FLOOR ANCHORS SHALL BE LONG 8 IT 9 9 9 9 999999999899999 9 9 9 9 ENOUGH TO REACH TIE MAN STRUCTURE SEMND SAO WALL RNISNES.INCFpRAOE SMALL BE AS 0 IGITEO ON NOTES At)t A2)AIOW FOR INSTA.IATIONS OA YID1slCING NTH OR WITMOUT METASTIR OR EIS WITH WOOD STLOS CONSULT THS ENGINEER.-OR INSTAJATFONS INTO BFS WITH LRIAL SR70S SEE SHEET 10. 8 9 9 9 9 9 9 B D 9 9 9 9 ! ! 9 9 8 8 D 9 9 9 - -_ - (2) TD EmsnNO ASTM c-5C cDNmETE BLOGc wAL 9 9 9 d 6IAPCON W/MNANCED THREADFORM TECH OLDLY ANCHORS.A5 MANVACTI.RFD W I.T.W.Pop_DE% 0 9 6 9 9 0 9 9 9 6 0 9 9 9 ! 0 9 9 9 9 9 9 9 9 g 1/47.3/4'ML POINTS SCLC-SET ANCHORS AS DSTREUTED Bi Al FClNTS SCRE%.BOLT hS.EOALTy COM•Aiy1/47BUE TAP CWCPEM AFCH7NS*I'M CAP.AS WAUFACTUREc'BY ILORIA FSTENERS DIRECT.INC. 9 ! 9 D 7.3 6 ! ! 0 D 0 ! D 0 0 9 0 6 ! 0 D D _ 1/47 TAPPER+MOOS AS MNNEFAC'.RED gr P PERS FASTENERS.INC.AND cIsma,TEO ey AJ.POINTS SCREW.ERXIA � ` ZMaRm OR A+r OnER APPROWD _ _ _ _ _ _ _ _ _ _ - _ - _ - _ LFCEFISEC OR MUIMOPTZ D%£NUCOR REgSEREC w/THE AMUWA4 SHUHEN SYSTEMS ASSCOArCN.NIC. 9 d 3.5 1.3 3.9 9 AS 7 3. 9 9 ! D D ! NUNLs9 8 9 8.3 IS S 9 9 0 0 9 9 9 ! f 9 0 9 9 ! 9 9 MINIMUM DIBEDMENT.NTD CONLRnr BLOCK OF TAPC04'w/A1WAY_ED 74READi OMI TECHNOLOGY A.a CR S 1,AND 1 1/4'FON TAPPEFI AND BLUE TA'WIN CAF AFJIZRS. 9 9 g 8 6.5 43 1 3 - 9 9 9 9 9 9 9 9 - D 9 9 9 _9 6 g 0 - B.2)M•NNM EMBEDMENT OF T/4'I%3/4'N1 PDMS STUD-SET MOTORS SMALL BE ENTIRETY EMBEDDED INTO TMP CONCRETE BLOCK NO EL6EOMFVT INTO STUCCO 0 D D / 9 73 S.5 43 - ! 9 9 9 9 9 8 9 - 9 9 9 9 9 ! g 9 I I PENMTTTED. 1/4'1-20 SS MACH1'E SCREW USED SMALL Ll 1 1/2'LONG MIN"SHOULD STLCCO EXIST.AND 1'14RNM114 FCR NAL$W(rH NO STUCCO. 0 9 9 9 d 6 4.5 - - IE3)IN CAY THAT PRECAST STONE PAT 7'--C' [X7NERIE PANELS.TRVERs OR ANY YE/EER 8E FOIRD ON THE EzIS11NO NAL OR FLOOR,MANORS SWLL BE L06 7'-0" - - - - - - - - - - - - - - - - - - - - - - - - - - - ENOUCH TC REACH THE INP STRUCME WANT)SAID WALL FINISHES.MC40RAGE Sw41 BE AS NO ATED ON N07S B.1)!0.2)ABONE.FOR INSTALATOAS ON WM 0 9 9 6.5 4.3 3.5 13 - ! 9 9 ! g 9 0 - - g 9 9 0 9 ! 9 - - SW^r NTH OR TITHUFF METAL 511105 OR OF5 WITH WOOD SMAS CONSu_T TIS LNGIETR.H.R RsrALAT10NS INTO OFS WITH,NRA S11AIS SE'_SHEET t0. ! 9 9 9 7 S.3 1 - - D B 9 9 9 f f - - 0 ! 0 9 D ! 9 - (G) ANCHORS SIWI BE.NS'TA481 FOLLOWING ALL or THr RrCCMMEr4:AIX M6 Aro SPECRCATIONS OF TIE ANCHOR'S LWNIFA TLMEp. 9 9 IT _0.S 6 1.3 - 9 9 9 9 9 9 _ 6 0 9 9 D g B'-c'" - - - - - - - - - - - - - - mn - - _ - - - - - - (D) SEE SCHDutE BLOOD FOR EOL£CISTAN+Or(r.n.) YERS.S SPAJYG REA',,o4SHW FOR ANCHORS 9 H d 4.5 15 - - - - 9 9 9 9 ! 9 - - - 9 9 0 9 9 �,f, EDGEDISTANCE935 4 - - - 9 9 9 g ! 9 - - - !I 9 f 9 g _ - MAXRAJM ANCA04 a ICINGS ARE VALID FOR EDGF ZI6INwt,s NDCTEL BELOW FCR E D lESs THAW THE Y.OMA'rO,NLDLCE ANCHOR SPACING IY MUTIPL9 0.S 4.5 _ _ _ _ 9 8 9 0 B - _ _ _ f 9 8 9 9 _ _ SPACNC SHOWN ON SCFECULE 9y TFT rOL(O-W.FACIONS.RECJCPI S ACIKK 0[1 USING FACTOR SHAT NOT BE LESS THAN MWIMON SPWW..IAaCATEG 9 9 &3 13 - - - - - 0 6 FIT 6 - - - - g 9 ! 9 1 9 - - - - FACTOR 9 9 d3 53 4 _ _ _ _ 9 9 9 9 9 - _ _ _ D 9 1 9 0 9 - - - - TAPODN WITH ADVANCED THRENIDFORM TECH. TAPPER t ! D 73 3 1 - - - - 0 0 9 D g - - - - 0 ! 0 0 ! - - - - DGE - �- AIN -- - ALL POWTS SOLID SET OLLIE TAP 9TH CAP MIN.SPACING 70'-0• _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ (IIOTAt 3" 4• MIN.SPA*NO RR 3 1/2_• MW. SPACING 3" 3 3/4' 4• B 0 43 JED, - - V F�OLiED CpN0E7E OpipE7E H03c 9 0 7 4.5 _ _ •. _ 8 D 8 0 0 _ _ _ _ _ _ _ POUTED CQNLREIF CONOWE BOGS PCYJRED CRETE R POURF'n CONCRETE k MN.FA..3 T/2' MIN.ED. t/Y COtKRETE CO%IRFTE BLOCK ,CD.=31 MN.ED.21 9 9 6 4. 3.5 - - - - 9 9 0 D 0 - - - - 9 9 9 0 D - - - - IIA ED., T MN EO.-3' /� /2. - - - - - - - - - - - - - - - - - - - - -_ - - _ _ 3' C)"_ t.p 0.78 1.0 0.64 lA 9 6 JS - _ _ _ _ _ g 6 0 0 0 _ _ _ _ 0 9 9 6 9 _ _ _ _ 2 1 p•g1 id _ - _ _ -- 0.67 TA 9 9 3.3 1 4 _ _ _ _ _ g 9 9 ! 9 _ _ - _ g 9.. 9 9 9 2• a7T - - o6T t 6 d.3 M33 8 9 0 ! - - - - 9 ! D ! - - - _ - 1 J/4' -0" 0 ISt 9 6 - - - - - 1 HV E 3 0 V BLADE 3 W LUL FOR T '3-0' _ .. _ _ _ _ _ _ _ _ _ _ _ SE LINlTA710N85 4 - - - - - - - 9 9 = - B / 1NINDOW BLADE WORKING IN UNISON♦ L ,Bgg _ 9 6 D 8 9 9 EA/A�/AIA FLORIDA BUILDING CODE (Nigh Velocity NUrricOge Zone IVA tANI11,A', �ri/f= 2017 TaTECO.,HC (ENWEEMIG; 02017 EASTERN METAL SUPPLY. INC. 1 �C ucHs ®„_ BERTHA RW * / �E�CO .Nc. A.S.&A■ Accordion Shutter System ' N v. w oR w/o N v. 1MNDOW FADE / TICCIT TESTING k ENGINEERING COMPANY American Shutter Systems REV.M. (ESCIMTION DATE DRFMT eY:L.C. b 5 T I %. ST��OF • , sHas N.w.JNA 51.,Ste.]Os,H1R1;aAA r•tIWEN'.nrnIDA 331 Association, Inc./�� , aD,S-Nlt RnN1T DINE:DI/7e/n PHene (305)671-1530.FOR: (sm)671-1531 42!78 Westroods DrTve ] LB 0006712 �..,RlD►.• � 114' �oL 13-ee9Pe.cm DRAWING No West Palm Beach, FL 33407 3 •�Q �/�� WALTER A U. 0.N.PF. 4 17-103 O3 .E. SFJct ELOR10A I:e./44147 s SHEET 66 OF 18 ����o�o�o�o�o�000c0000� wmo�o�o�000�a000wc000000000000000 000 oonom000000000a000�000eoeom000000000�Ooo : W oc000000000000000000m0000�o�oom00000moo 00000aa0000000000000000000000��eos000cc000- ;. mo 0000000000 omo�00000000000000cowc000 000l�noaoonoo=on0000000000nomoc�o�wo 0000 000a0000000aam00000000000000000000 00 . o m000000�o�oecoo�oe�0000000000000°o�°ooio �000000�om000�oosome�00000000000000000 omoo oa0000000moamwo�oomoca000momoo u000a maoou000000000m000000s�oo�000000moon . on000000oo 000000000000000000moa0000000000o�000eo�0000 ma000000000m0000aoom000�000m000000000000 . oo�o�000�oo�0000000000000000000000e00000�- � �oBmO°e�o�oo°m°wo°0°ooe°00000�0000000�oo0°m°o �� o�oo�osm�o�000am�°^�s°�oca°o�we�oe00oo°�°°° 00000000�0000000000c0000ao�o�oe000c°o°ooemo� g0000coo�oo°oom000wo°omo°ao°°0000mo°°e�0000°000wo 0�oo�000s�o�oo�omaoo�0000000�000cmccccoon oo�oaoo°�SemB�oO°eo°o�C�c�°m00o°o���°�o°°oo°°oo�go 000ae�000ema 0000 oeoo�a000e o�omoo 00000000�000�cros�000e�000eoo�g000 0000 �oowoam000woomooeoeo��o 0000 000 omo�0000000000mo�00000�sm00000cmc�c000n omo oaa�0000no oouo oo�000000�a00000¢a� - oo�oocoaoWoo�000000 oomocaooaoacmo�oo 000000°v°�0000moo°oo°°o°oa00oo�mwo�O°o°woo°omo 000000000amo�000000�o�ooaoa000 ow00000 -- oowo�mm0000000m00000�rm0000moa00000�aa .00000000w000�000woomo 000000000000000mo. '°o�Wioo�mO�oo000�000°�°�00000W0000000000000�°° • aowaooea�000eocomomw000000000moomoo�w _0000aammo�e000a�uo�000000000m0000000aomo 00000�000�oeataooeco�000000000000000000000000 . 000000 . . o°o�00000�O000000��000°��,�eomo�oon°°a�°a°�8mo�oo ` . o°��e°°o°oo�oo00�0650000�o�o�OooMCm°°ACo ' . 000000�a0000a000 owoomwoo�om omogo . . IN11�6 �00000 oeoae ogee o�000e0000000�0000m . oomaoa�t�ooa�oa���aooeo�000�oo�eo�oo ooaoo�nnnooc000m�ee�aemc�o 000eoo�o ����n w000a0000000000000000mo�aooe�eaaooa�0000m 000000�0000000000000moacon0000cmee�oomoo MAXIMUM ANCHOR+ SPACING (in) SCHEDULE FOR A MEN MAX. SHUTTER SPAN S D D SI N NEGATIVE PR TgE RATING AND A CORR SpoN ING AIOU�E. (SEE AIOU 74 •! 75). !EES LJ B S T F:;e SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2' MIN COX DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G-0.43 W/ MIN. G=0.36 PtYw00D wwTIN WALL MOUNTINGS CEILING MOUNT 3W WALL MOUNTINGS CEILING MOUNT 3W CEILING MOUNT 3W WALL FLOOR MOUNTINGS FLOOR MOUNTINGS WILL MOUNTINGS FLOOR MOUNTINGS MOUNTING IW. 4W, 7W, 9W & NOW 6W & 8W IW, 4W, 7W. 9W & tOW 6W & 8W 1W, 4W, 7W, 9W & IOW 6W & 8W SW ASA MM HMAINE 1010(F/) A;-vO OFS M WNIK LOWLOW(FIT) ASA MW KW AE LOW)(FIA ASD.DE94N N6117R LM IMA ASA Us"NFWFE Low yd) ASA Kim I BPM Law(IPO ATA.R]7ww w 30 40 50 60 70 6o eo 00 110 30 40 50 60 70 80 90 00 To JD 40 50 ISD 70 so 9p 0o:1 to 30 40 50 60 70 80 99 Do 101- 4.5 0 70 80 90 00 1 to 30 40 50 60 70 SO 90 00 11030 40 50 62 '-0'OR 9 9 919 9 9 9 9 9 9 9 9 9 9 8 7 6.5 6 9 9 9 9 9 99 9 9 9 9 9 9 8 7 6 55 5 9 9 9 9 9 9 9 9 7-516.5&S 5 4.5 4 9 9 9 9 4'-0'_ 9 9 9 9 fl 9 9 9 8 9 9 9 8 7 B 3.5 5 .5 9 9 9 9_ 9 9 9 9 9 9 9 8. 7 6 S .S 4 S 9 9 8 5.5 4 9 .S 7 5.5 5 4 3.5 3.5 3 9 9 9 9 9 9 9 9 9 9 7.5 6 .5 9 9 8 6.5 5.5 5 4 4 .5 9 9 9 8 9 8 9 8 8 9 3 6.35,514-514 .S 3 3 9 .S 4 J .5 9 7 5.5 4.5 4 .5 J 2.5 .S 9 9 9 9 9 9 9 9 9 8 5 4 5 9 8 6-3 3.3 4.5 4 3.5 3 3 9 9 9 9 6.5 .5 9 8 - 9 7 5.5•.5 4 3.5 3 2.5 - 4.5 3 23 - - 7.5 .S 4.5 3.5 3 8 25 2 - 9 9 9 4.5 7.-0- 9 9 9 9 6 -5 - - - 9 7 554.5 4 - - - 9 9 9 9 4.5 .5 - 8 6S25 W-0" 9 9 9 6.5 _5 .5 - - - 8 6 5 4 2-5 3 - - - 9 9 8 8_ 3.5 5 - - - 7 5 4 3.5 3 2 - - - 23 - 5 4 3.52.5 2 26 4 3.3 - y 5 4 3 2.5 - - - - 9 8 5. 3 2-5 - .5 4 3 2.5 2.3 - - - - 5 - - - - - .5 .5 2-5 2 2 - 9 4,5 2.5 D _ - _ - _ .S .5 2.5 2 _ - _ 10•-0�- 9 9 6 4 - - - .S S 4 3 - - 9 8 4 2.S - 5 1 3 2.5 - - 9 9 9 4.5 3 - - - - - 6 .5 15.2.5.- - - - - 9 6 3. - - - - - - 5 .5 3 2 - - - - - 9 4 2.5 - 7 2'-0' 9 9 3.S - - - - - - .5 4 31- - - - - - 9 1 2.5 - - .5 .S 2.5 - - - - - - 8 3 1 5 - - - - - - - - -p^ 9 .5 J.5 - - 513,5131- - - - - .5 • 2.5 - - - - - 4 3 - - _ - - - .3 2.5 - - - - - - - NATES_ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. ANCHORS 10 WALL,FLOOR OR SOLID WOOD SOFFIT SHALL BE AS M i CWS- - 1/4-v TAPCOA W/ADVANCED THREADFORM TECNNOLOGY ANCHORS.AS MANUFAMURED BY N.T.W.BUILDER ./NR01AW TRAT PENEON OF 7HREADEU AREA AS INDICATED AT EACH O H V BLADE #3 0 R (1� H V BLADE 3 W,� SECTION ON SHFFTS 1 A t 13. FICFPTRIN'SEL HOT 2 BELOW. 2 ANCHORS TO HOLL .0 OW CENG SHALL 13E AS PER 1/OUHTRR7 TYPE 7W.SNFFT 14 AND ® H V WINDOW BLADE #3 WORKING I N UNISON SSHALLLSCREWS AS CONSIST OF NAG SCRAS PER NDS 2015 SPECIF.GTIONS. 3.SUBSTRATL SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE NP. 2 W/G-055(N.D.S) -DOUCLAS Ful W/G-0 5C(N D S) -SPFLCE PINE FIR NCR01 W/C=0.43(N.O.S.) �SLL LM11A110N5 OF USE FOR -SPRIiCE PINE I IR SUUTH W/C=0.76(N.D.S.) dI.ADi'1 A;OV SHEET 18. -Y'N. 1/7 66•COX PLYWOOD(19APA) 7 ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMI'N6UON5 ANO ;I'FCIFICA71ONS PER NOS 2C15 FLORIDA BUILDING CODE (High Velocity Hurricane tone ©2017%TECO,INC.(EN(INEFRWG) 02o17 EASTERN wFru suPPIY, IC. JGENSE' ,� BERTHA HV m 1L ECO Iwc. A■S■�'�A, Accordion Shutter System * Kv. BLADE#3 W1 GR W KV. WINDOW BLADE /i American Shutter Systems LEY.He DESCRIPTION DATE DRAWN Or Lc. � f TILUT TESTING k ENGINEERING COMPANY ` •355 w7.35% SI..SN.M.NRDYM GARDENS.FLORIN 331 ASSOCIOtion, IIIc. 1 au a-.xI NR/9AII, DATE:07/26/17 (305)1171-1530.FR.:(305)871 1531 4268 Westroods Drive 2 \ ,1I .-A:Wt-ft- West Palm Beach, FL 33407 3 DRAWING NO -m :SftRAIJ 11.l'' WALTER ATL rr il.P.E. A 17-103 FLOP"UF.#44167 5 SHEET P.E. SEALJ9f01dMffi�E/DATE 6 F 18 PO�RFD CONCRETE CONCRETE ANCHORS POURED CONCRETE Oa CONCRETE BLOCK OR CONCRETE BLOCK Wtil RFOUIRFD (SEE SCIICDULL CM 51(EiS 6 t I) WALL REQUIRED s / EXMF14G '—'•V CONCRETE ANCHORS 1/4'f-20x3/4-S-S.BOLTS W/ i; Y (SEE SCHEDULE ON SHEETS 8 h 7) '• < T R WASHER 0 9'Q.C. M.sEPARATxx�To t . S ASs(SCE SCHEDULES 3 or 4 or NW. ON VH s) 1 2' O � >•... r Aw. F n• F• 9 - I I NLN.SCPARATxN:ib I i ' C •• 1� A,w.s1PAf.Txx+,o o.6S I --Gass•srz SCHLD p COVER t -(SEE s„mua a sm s) oA SHFEt 5) I ` 5 z 1/2 O ON ®� F' 1 1/4"0.3/4-F,H.SO S.ITW FxISTWG I I I t'�i� I I T� { BUILOEX TEK SCREW O 9'O.C- G./SS--I I I I _j 1 - RETEDU_E OROR CONCRETF BLOCK SALE IS e h 7) �__.__.. WALL REQUIRED 10 WALL MOUNTING INSTALLATION Q3 Sym MOUNTING INSTALLATION C5: WALL MOUNTING INSTALLATION n _ EXISTING - EXISTNGI , GLASS i: ;i: CLASS I I s Tow M GIA4 flRl.SEPARATOR TD NIA.sFPARANON to I I —( soem I[S ON 9111 5) I -I I s(SEE w-- I I GLASS VVF SD*DIA I I. OR w SART s) i I T I ON s rtfl 51 I i O EXISTING I r} - ..'. �. r u�x •. -. (�.' /c Nu. /711-_ ---- Tt/4'WAX. E.0.f 2 EDGE OF QAR IF EDGE Or • •• ____ 1/2• ''---.�___. O p 4r© '< 1/7• ,-AIIN. APF`JCABS '. ! `FR-* - AP�ABLE . 1/4"f-20x3/4'S.S. BOLTS W/ SOURED • -• ,I _ . • NUT A WASHER O 9'O.C. CONCR • '' CONCRETE ICHORS .. - REQUIRED (SEE SCHEDULE ON SHEETS 6 dr 7) PCURED CONCRETE -O• '�--£• D. -- POURED CONCRETE_ CR CONCRETE BLOCK --^-�r' - CONCRETE ANCHORS 1 OR CONCRETE BLOCK 'HALL REO,;IRED (SEE SCHEDULE ON SHEETS 6 h 7) CONCRETE ANCHORS WALL REOUMED (SEE SCHFOOLE ON SHEET 7) IJ4 WALL MOUNTING INSTALLATION 04 WALL MOUNTING INSTALLATION ® FLOOR MOUNTING INSTALLATION NOTE FOR COMBINATION OF SI.CTIONS: E.O. -EDGE DISTANCE 1-SEE SHEET J FOR TYPICAL SHURER ASSENI)LY (SEE NOTES&SCHEDULE ON SHEET 7) INSTALLATION DETAILS 2- MOUNTING SECTIONS CAN BE COMBINFI) � SEE ATIONS OF USE FOR MANY WAY TO SXANY Rd'fALIATKXN. MDEE AI ON SHEET 1& AINltlpri SCALE 3/8:•=1•, FLOPIDA BUI[DING CCD- (High Velocity Hurricane Zone t1F_�P •= f,20!7 TILTFOO.1W_(FI.::­rR•t) G 210 2 USTkr, I.I�.IAL SUPPLY.INC. �► '�jCENSF•.,`'y BERTHA HV"' i L ECO A.S S.A. Accordion Shutter System INC- •p's * ' American Shutter Systems Lar 1A.� DLscRrPTNwR W�RV. VOINDON ORArWH G, ADE J3 TIWT TESTING k ENGINEERING COMPANY �O•• )�� � J• E,, 6657 N.W.36Ax.SL.sec 305.V=G GAROv6.FUX"331 Associa}Ton, Inc. 1 •t/,4/,l GATE:07/26/17 A!�!�_ 1 Ph—:(305)871-1530 Fw: (305)a7t-1531 4268 Westroads Drive 2 mss y Its' •-'^Ow ^!19-�'^ West Palm Beach, FL 33407 3 DRAWING No ES-OOM,OTIaL WALTER A TILIT.r-PE_ 4 7-1 03 P.E. SEA179MURE/DATE FLORIDA t1. /44167 3 SHEET 6 9 OF 115 CONCRETE ANCHORS POURED CONCRLI (SEE SCHEDULE ON SHEET 1) REWRED CONCRETE ANCHORS(EXCEPT ALL POINTS SOLID APPLICABLE r SET)•8'O.C.(SEE �'.• POURED CDtsCRETE OR - NOTE 1 ON SHEET S FOR t CONCRETE ROCK -._ 7' UNRATIONS) 1/4"A-20x3/4'S.S. W Q REIRED USING— J —EO---EO-� NWE SCREWS USO 1/2" 1/4" 20 NUTS 0 12'O.C. IT 2 - - ' -,/4'MAX. - EXISTING 1 I —� MN. C.D. � `i 1/4•MAX GLASS i w"mAArly, I ro cuss i—I�T s,ueix,;cs i Ol - (9• I j sl EXISrNG I O eGLASI- ms- I 7) CEILING MOUNTING INSTALLATION EXISTING w;"g"I n I _ 1/4"0 Rw BL3lDEX TAPCON W/ADVANCED tFiiEMFORM I I MM J. wN.serw>rorI TECFNOLOCY OR 1/4' POWERS FASTENERS TAPPER+ I ,c class ! I ANCHORS W/1 0 3/4'WN.EMFRUMENT 0 6'O.C.FOR �-tscE xHnulcs I ) •T ♦ UP TO V-D'SPAN AND 4'D.C.FOR SPANS LARGER- pN 5•+S's) THAN 6' O"UP TO 7•-6"MAX.APPLY SEALANT AT LVERY FASTENER HEAD(TYP.)(SEE NOTE taI FX I i -1/4'MAX. SiEET S FORCLASS './2' CONT. SCAIANT ------ 0.3/4" - 1 i I 0.3/4"HEX WASHER HEAD A2.00* �, -EX SCREWS 0 9'O.C- KTERNATEW'ERldt1M11/4*-2Dx3/4'55 MS AAICFIORLDCA I ie", EXT=g1.7R CONCRFIF ANCHORS i "—USM 1/4"A-90 NUTS (5E[SC�IEDUI=ON S•IEET 7) - • t7'O.C.EXSTINO Mah STRUCTURAL [DDE aP �; - ; - - Ism. .SUI' WALL TRW(DECORATNE SLAB F _SU1B E.D. SILL) A°PUCNKE O % APPUCAE" I MN. . POLIRm _ POURED CONCRETE REQUWD REQUIRED r8 FLOOR MOUNTING INSTALLATION 0 (1) KEYSTONE MOUNTING INSTALLATION 0 NOTE: Ir15 INSTALLATION91ALL UE REMCVABL EDGE DIS-PNCE MAXIMUM A.S.D. DESIGN PRFSSURF. +64•-72 p.4 'ARCA PERFORMED AOJACENf 10 AN or ERABLE DPT OR ENTRANCE (SEE NOTES&SCHEDULE ON SHEET 7) MAXI-NUM SHUTTER SPA! 7'-6" NOTE FUR 0OU13NAT ON OF SECTIONS: • a ADE A�SHEET a FOR INSTALLATION DETAILS (CONTINUED) 1- SEE SHEET 3 FOR YPICAL SHUTIER ASSEMBL` SCALE 3/8"=1" 2- MCUNTINC SECTIONS CAN BE COMBINED N ANY WAY TO SLIT ANY NSTAULATION. r RrArA !/s•� FLORIDA BUILDING CODE (High Velocity Hurricane Zone Te P T Z02017 TN TEM.INC-(EWW&ULWO) 02017 EASTERN METAL SUPPLY. INC. JC ENS, A' - BERTHA HVm L E C O I N C A.S 63 S.A. Accordion Shutter System KV RACE#3 W/OR W/O FtV. Wt MW SLAM q; American Shutter Systems IR[1f.w DESCRIPTION DA11 DRAWN 0Y.-L.C. .14 � TILT TESTING k ENGINEERING COMPANY♦ Association, Inc. U m Iw+ w/1Vn GATE 07/26/17 • O F ♦ KISS N.A•.3RR LT"Ste.3m,vRGrA GARDITS.rus Wa+ 131PA •.+ + -♦�♦ PNa,w:(305)e7l-1530.Fns:(3D3)671-Iv, 4268 Westroods Drive 2 DRAWING No sx'• `-'(02 •-- Inft- =0— West Palm Beach, FL 33407 3 ES OWS719 �ONALT�TI' WALTUt A TELIT.r.P.E 4 17-103 • AAA nAmDA Li.1 44167 S SHLLI P.E. SEAL79rd9 fUK/DATE 6 10 is •Mil AV REo'D.MM 6'., 1/2-. WALES 0.035'THICK Win.ASTM T' 2•Max. A- 3 GRADE w Min.G'60 ,REO 65D0U6LE GLV.STEEL METAL STUDS w r 03 1OR 4OOR 4A �k At 16.O.C. STUD of O 6" O.C. ' r EXISTMC CLASS LEEvo-ux 1 3/4•.6 1/4% 37 1 II STEEL TN"Wn.CONT.GALV. 1/.•,tx i.- .CT*"-.STEEL TRACK C,vARtFi.ASIu A-65J:O 6.OC. O 6 O.C 'GRADE wGMYAN1xEoe(ISTING FlNISH L.. --- - -- ,WTNED r0 STU05 W/(x)+6.1/x'TEK SCREWS ON NfiERIOR AsAPPLICAB-EE%TERbF FACE I 0 ASRTAPPING IIro cussEXISTINC CLASS-- j �t0SLL I 3/4'.6 1/4'. I Fx15'WG fIA1SM SIDE JAS APPLICAO,FTOGRADE w Min D-60 GALVAPOM ` 51#E#A$TFIIED ro SCRE ON WI I 7 pR�- /6.1/x'-CX SCREWS ON RAERRlR 1�7 i Ex1ERKM FACL ,6 6'D.C. a 6.O.C. W W _ __ r/2• + I SIAL siWWUBLE �. 33 ORO4 ORO 1/4'11 TEK SCREW REDUWED DOU"I r -� -O 6.O.C.TO METAL STUD REQUIRED" 6-. 1 1/2•. 2'W mw.. LIUI DOLE sT.A 35' •0.0CHIC,(Wn.ASTW _ GRADE T Wn. 6-60 I O 6• O.C. INN _�-E%LSTINO CUSS -DUSTING GLASS GALV. GLv.SrrCl MLTAI STUDS i I 11 AT I6'D.C. .A- - --- T"Min. E 0 { - 1� B.O.WALL MOUNTING INSTALLATION WM ! Ij YA,16 Y .,L 1/16•.3'WAX. O'O- 1.000" 1 1- ALUM. L CONT. PLUM. CLOSER PLATE. (LOCATE AT EITHER SIN OF 1) 3�s7 1/4"s NOMINAL ®114"0-20X3"BOLT ALUMINUM SLEEVE 0100/2 S.W.S. , O,e•O.C. (tOx1/2•-OX ,.373- O 18'O.C. .250' 050' n L I/4't-20 7MREIUS ` 37 114"0 ELCO CONSTRUCTION , OR®OR\ PRODUCTS FAB-LOK HD 03 END INSTALLATION INTO METAL STUD WALL INSTALLATION DETAILS (CONTINUED) ScALE .3/a*---i" SCALE 3/8"=1" — AA'"��..�� FLORIDA BUILDING CODE (High Veiocity Hurricane Zone 100V,' .........,. Il i C)201 m1EC0.INc.(LNG,NEERWc: 02017 EASTERN METAL SUPPLY, INC. 444, ::'�,CENgF., ✓p _ BERTHA NT"' A■S.S■A■ Accordion Shutter System t �—LFEM N-. YH.V. RADE#3 W CR W/b Kv. wlwory RADE V�FT TESTING 1c ENGINEERING COMPANYAmerican Shutter Systems REV.,M DESCRk"M DATE DRAWN AasoclaHon, Inc. 1 Nn gra, m „ LUTE:0i/174, ,% -JN.W.36P.SL.SM.305,ARGICIA GARDENS,ROR�1..]3,6 /TAI ►^_..,.'JwlL 1u rl,d,a (305071-1530 . (3w)8711x314268 Westroads Drive x �s''•.........ea��a(LIt •-T is r eeo,<om West Palm Beach, FL 33407 3 DRAWING No . 719 P.F, /0144 L` 1,,1' WALTER A.TILL" A,.V.L 4 17-1 Q3 .S�tCJ'3Ki Afi RE/DATE FL0004 Lio.#44167 s SHEET 6 10A OF8 SEE END WALL CONNECTION Ij INSTALLATION WITH_ DETAILS ON SHEETS 10A 13 k 16 sa : I O'] ® H L 9LA E W ' SEE NOTES ON HV CK®AND ' 01` ALTERNATE LOCKS OR Q/� I ' HV CENTERMATES & ON SHEET 4. I OUT EwsrrwG GLASS SCALE 318"=1"N SEE LIVRATrONS OF USE FOR SEE END WALL ' BLADE`A ON SKEET CONNECTION DETAILS ON SHEETS JQA. 13 16 -------------- ---- _ ac --------------- — --- 2 oR 3( )OR 7 az® ARA OR® �J OR®+(h 1 OR(Jrj ; PUNT 5 GLASS N p1l/ MIN. SL>'ARPON (SEE SCHEOVI.ES IMI.yyw/OJTSHIFLOCK Ta OR®OR®t® (SEE SC/EDULE MASS(SEE SCHEDULE ON SHECT S) r®OR (SCE��SN SHFET S) ONSHELT S) I N (INTERIOR) ON SHEET S) 177 SEE END WALL CONNECTION _ DETAILS ON SHEETS 10. 13 & 16 °�® 13 9 °K� ��® OR t1 ----1 "� OR OR •i ' OUT (EXTERIDR) (Ex1ERgR) 1�0 SECTION AT END JI-1, SECTION AT OPPOSING I 11 SECTION AT SYMMETRICAL (DIRECT MOUNT) CENTERMATES W/ LOCK 16 0_—_e/1 SEE END WALL ,)(6063-T6 ALLDY)ALUM.ANGLE CENTERMATES W/ LOCK h 6i OR CONNECnON TO CONCRETE (TOP/ AHEEeas -------- 2 OROOR s 7 OR ___-- _ DETAILS ON sHEEn To wNCHE+E(r0P/eoTroM)k T/z' � � ------- --------------------- ---r------1011 13 A 16 (4)/1a1/�S.MS TO TJOE` 10611/4•S.M.S.a u• OR OR®+O OR t:./ 0( _ Al EACH ANGLE ('W) D.C.FULL LENGHf. MN.SLPARATICN AEN SEPAWAON MIN 70 GLASS ANN.o CLASS \� J IN ®� +® To GLASS w/INSIDE TO GLASS W/W190E (SEE SCHEDULES (SEF SCHEDULES f 4 LOCK(SEE SCHEOUI FS LAat(StE°^"`•R s y�/ 7 ONLY FOR SEC IIUN 10 SHEET S) ON Sh•EET 5) ON SHEEr S ON SN'FT T (BOLTON) AOL I 'pill r--, 14 `IY DRUJ CR Z 15 ---6 T'yro -- �3SECTION AT OPPOSING 15 e I(2,) SECTION AT CORNER POST OUT Fr++aa.N,I,wI CENTERIITION W LOCK 1�' ---� FLORID BUILDINCODE (Nigh elocity Hurricane Zone LT1��!_�\�����•,A/� Q!0`/ IILILCO.INC.(FNGNEEPING)-- 02017 EASTERN METAL SUPPLY, INC A.S.S.A. BERTHA HV WE COI N c Accordion Shuttcr Svstem FLV. flADE #3 W OR W 0 FIV. W NDOW BLADE 113 q•i TILUT TESTING k ENGINEERING COMPANY American Shutter Systems CRY.1b DESCRIPTKM DATE DRAWN BY:L.C. •'•.,f` •'• �`, "WS M W.366.R..R. 305.WlGIMN GARUFN,.LG4AL)316 Association, Inc. 1 .0 i!L a i W~7 DATE:07/26/17 A Pl—,(3Ds)671-1530 Fc,:(-135)671-1531 42573 Ple5troads Drive : ...... . _,W:rn.�oOoa.PP1•, west Palm Rench, FL 33407 3 DRAWING No ss�aMA1.Eta°I EB-0006719 ��• s• WAITER A':WT"_P.E. 4 / 03 "'�• FLORIDA iia F 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 5 11 SEE END WALL INSTALLATION WITH t SERIES 9444 ALUM INLW + SEE moms ON Hv-r LOCKS®ON CONNECTION DETAILS ON O (2024-r3 ALLOY) LARGE FLANGE THIN sNLLT SHEET 4. SHEETS 10A. 13 & 16 1 HV BLADE W/ NUTSERT, PMT /0820,AS MANUFACTURED BY » AVDEL CHERRY TEXTORN, PMSIPPEHY, NEW EXISTING GLASS CENTERMATES J 0705A OR EOUAL OaROoR 6 7 oR® IN & SEE END WALL OR O OR O+O OR O EXlsn"c 4 8 5 2 5 S7-RA 1 i �_ SCALE 3/a.=,• SHEM 110A.�u� sem— °R®°R @+® � -- ----------------- L T ------- Z OR03/OR 6 7 OR 8 I —EXISTING GLASS OR ,4 OR 08 - 5 DR 2 5 T/2• TO YGlA55 W//Wins E toARATION �GIASN.SPW/A1 SIDE TION UNTO GLASS.SEPARAII�" II I MIN SEPARATION O LOCK(SEF SChEDULES LOCK(SEF SCHFDULES (SEE SCHEDULES 1 TO GLASS OR OR®+® I N -_ a 1/4. ON SHEET 5) ON SHEET s) ON SHEET S) 1 I N (SETS SHEET 5)) ^ \\ i .7 A. 27 1 90_ I 18 I 19 1 1 yAK1Ls_ 1 9 26 26 10 20 OUT ® SECTION AT END OUT ��, - - G -/2•Mo. S-ACK-- - (DIRECT MOUNT) 1/4•0-20 x I ss. 21 "'�I.SECTION AT HV 'IT" LOC ® (�QN AT SLACK DETAIL (IF APPUC44BLE� r—LXISTING G-ASS '(SEC SEPARATION EPARAIATI N TO sJ EENY— MATES W/ LOCK ------------1---- ------------------------- — --------------------- 2 OR(5)OR©l(DOOR8 1/2- MIN I-LPARATION @ 8 TO GLASS (5[r SCHLDULt ® ® Cv SMEFT 5) I , INSTALLATION WITH OR ; FIN —3 T/4• 4 5/e• --4 "H I N O HV BLADE W/ HD CENTERMATES ` — - - — SCALE 3/8"=1`� L_i _ i 22 OR [-SEE NOTES ON HD LOCKS 9 OR 23 22 ®ON SMLE1 :. OUT " 25 24 22 Vr .. 2J 24- 23 17 SECTION AT END (DIRECT MOUNT) ' SECTION AT SYMMETRICAL HD LOCK OUT C R S W H FLORIDA BUILDING CCDE (Nigh Velocity Hurricane Zone I/1MI AtVII A. �Q � 07017 ni mc0,rvc. (FNCINC--,,) 02011 EASTERN METAL SUPPLY, INC. BERTHA -H—V-w— p�:•• a L ECO A S S A Accordion Shutter System • � ? I~c ■ ■ ■ ■ H.V. BIpDE#3 W OR w/0 KV. v1AN001t(BLADE TILLIT TESTING A ENGINEERING COMPANY American Shutter SySfemS r.-v.K" pESCRIP7loN DATE DRAWN By.L.C. 1• �J,AI'EE QF ' GM N. 30,,Sl..Q. Jos.1n.w cMD'ns.lla I- Association, Inc. 1 ru n-oei o•/asn,2DRAVANG 7/2s/n Ph— (305)071-1530.Fax:(305)071-1`_31`l 4268 Weslroccls Drive T __�s•,• Qq{Q :\a�A MM4 .- I rr,«oeool.00m West Polm Beach• FL 33407 3 No NAL1ER TILLII J• 4 103 HF.ORIDA {44.67 s P.E. sPA'u,$jyTU0,E DATE - 8 END INSTALLATION INTO CONCRETE OR CONCRETE BLOCK WALL* 2OLIFIED CONCRETE __CURED CONCRETE SCALE 3/8"=1' -_ CONCRETE OR CONCRETE POURED CONCRETE IIAl1E BLOCK WALL REQUIRED .� -- BLOCK CONCRETE •ry COURECNCRETE E BLOC IL OR BLOCK WALL REOUMREO t�'/OalaElE CONCRETE BLOCK WALL •• .• 2"1611•• EXISTING GLASS ISTINC LASS / v - REWIRED . '` �, • LXrSTIIG GLASS •'1•- ••1' ______ — < .. _r < 4XISTING GLASS �� - •. 1/16'.3'MAKS ry! ,�7 (6Q63-T6)CONT. ST-.-i / LOGTESIDE�3 ALUM. CLOSER \ *USE t'OR 2" MAX. / t PLATE(LOCATE AT +i (AS APPUCA3LE)d"zt/6"z0'-2" I CA t ) FrTNER SIDE OF 40) ALUMINUM CUP ANGLE (6063 T6 ALLOY)AT MIDNEIGHT 1 .__.—._._--.—.— ( /10.1/2'S.M. W/(1) 110.1/2'$.MS.TO� t 9 - -- 014.1/2-PLS. 1 - - — - - l T O 16"O.C. —•T ' O 16"O.C. k(2)1/4Y ANCHORS TO WALL L �® !l--�� AT I'O.C. (LOCATE AT EFTHI ' �® CONNECTION 9 _ n A' V VISEE OEwL X FOR TO RACKS ONNECTION (�OR sE£DETAu x F09�� , oR�, SIDE CONNEC 9 OOROORQ+ ]�OR®� Q-9? �SIDE cOT TRACKS OOROOR©+OOR S OROORO+O OR0-(5) 2 5 OR .11 R(DOR@+()OR O+® OR®OR®+�OR 2 OOR®OR®-4 � END CONNECTION DETAIL oROoRO+OoR 2 5 �®oa� O 2�END CONNECTION DETAIL 3O END CONNECTION DETAIL ® END CONNECTION DETAIL ♦REOUIREO ONLY FOR SPANS GREATER iFIA1I 12' 0' i .• DUSTING GLASS J - CONCRETE CONCRETE BLOCK WALL r-FXISTNIG 9 1 : . GLASS • REQUIRED ,7 oC • iJtr'cdNo)E*OR - 1/{-r•eprjsj6•.- 1/2"LON. ------ -- - - ------ --- i� OoR�oR®oR D ©OR®OR® 2'MMoOROOR QOR7-MN-. DI AIJ VIEW(f OR �xOR®ORDETAILi V9 POURED CONCRETE OR G .. CONCRETE BLOCK WALL OOROOlR6 7 OR® REQURRFO _` ® O n C ® ® ® S2 UA ATKX45 OF USE FOR OR OR + OR L J OR OR + BaME(t/�)OV SHEET 18. SO END CONNECTION DETAIL ILL CONNECTION DETAIL FLOR?DA BUILDING CODL (High Velocity Hurricane torte 1111 />• 2017 T-1FCO,IVC.(ENGINEER NG) Q'21117 FASTTRh' UL�AL SUPPLY. INC. BERTHA HKTM A■S■S■A■ Accordion Shutter System Kv. Rgx#3 W1 OR W/o RV.vfNDD1v a"#3 American Shutter Systems -Ne "SCRIPT1ON GATE DRAWN NY:LC- QI TRIIT TESTING A ENGINEERING COMPANY ` •`•, :• ..155 31x.bn.Sl.Sh.JOS.,nRCRY.GNICENS,RORI 331M Assaclatian, Inc. 1 .3-m, mpy1. oAtr:07/76/17 (305)071-1530.Fo.:(3C5)R7`-1531 4268 Westroods Drive 2 DRAWING No _ < ma.un.coeooiwm West Palm Beach, FL 33407 J _ ^(+ r\ �V V/ONAL i�vZ 11tERA.lb-1-3 P.E. 17 � �3 1LORXM Lk:.+wG7 5 SHEET P.E. S &A ISK)KAYURE/DATE I 4 13 OF 1 WALL FINISH I_E --2"MW. .. __ __. _._..- DOE 4-.8`((Min)EXISiM ..._ 1/4"o TAPCON W/ADVANCED I- r -- - - IF APPLIGiE_E x00D EA REG I:p rMREADFORM TECHNOLOGY W/ 1 1/2" ----- _.__ _._ ( ) a. IRn.PENETRATION OF i111f110ED S'RuCrURAI ADEQLAALY Of EXISTING ih-" 7 I TO EXISTING WOOD HEADER(SEE :- -- USSES ISfiNG WOOD BEAM TC BE CERTIFIED 7( SCHEDULE ON SHEET _ _- _ _.— RAFTER D 24'OR BY REER OR ISIFi :R 1/2 1/2 O.C. RFCJIRFf. ARCr1ITECT PRIOR TO ADVANCED 1/2" �� — - _ SHUTTER R45TALUT10 -- - THFtW1/ F R TTECHNOLOGY HNO�/ I N. 1/4 AT OR ® - ,I _ EXISTING SOFFIT Mi f y5 .7/4•Mov iHK EO 7 THRFIDEO AREA TO EXIST14G WOOD 2" '�S 1/4,0 . _'/4' EO Ems. BEAM. (SEE$CHEOULF ON SHEET B) MIN. 1/4" frM BULGE% ".4".I/8"COW.ALUM.TUBE . (6063-T6 ALLOY)W/(3 /16'0 IAL MAX. TE,, SCREWS TO EACH RAFTER TRUSS. 2 fl O 6"O-C- LOCATE LAC SCREWS AT WOWIDTH Or t 2 L%STING WOOD MEMBER.i, Min, :I IIle MAX. ST'S 1O A At GCH NOV'NAL WIDTH)w/z'Wn- MAX. I 1, IDR S 16-0 LAGSSCR[r W ! 1/4" PENETRATION OF THREADED MF}.VAI D E%mss ;li tI I EXISTNC YN. 2"x4 MAX. FOR INSTALLATIONS WITH 62paf MA%. wooD HEADER I ! AT CENTER OF TUB[ I A.S.D. I i C%bTlN6 REQUIRED A._D. I-S I LAAO AND IS.Al VALID GLASS i I FXISTIIVGI' I SLIM WOOD w/MIN SPECIFIC GRAVITY I I W (stt�[nKFs out s) I ( CSS ,m ses I OF O.TFSE I NE N..S FlR OR - Cl)OR II.— V� wa.now ro I SOUTHERN PY+C Vc. 2,OR EQUAL I I ' css s�m�us i svuwrlo.u sfTr 51 j ORa ?^� I W: WALL CONNECTION AT TOP - —: HOLLOW CEILING MOUNTING INSTALLATION 3W SOFFIT MOUNTING INSTALLATION OR IT A{I �` MAXIMIIM DFSIGN PRESSURE 462 psf V` \J MAXIMUM SHUTTER SPAN e'-O' TF + EIUSTIN w _—•Vr MIS.scwN tc.M aAss se.scwnurs a s�fET sl !I i I I PLATnsrrMuwl ro Ixw Ii iI ° �sevMwna.2 OR L WOODTE qtn s) a.F I I REO'O. OR WALL NG FIFESH (SEF NOTE •ON SHEET 5 EwI USS I I l I ( I FOR LIMITATIONS) NALL SH:' -1 MAX. 1 ILi Et2NA1_ -.__ f 1/4"AIA% • ' 1/4' ANCHOR l(X:aiICN --- Wx. 10x3/4"HEX - O OR •4 OR ® I -�-. \J _ - s� :' 'ASHER WAD TFK 3 OR 4 OR 27x6"MIN.W'000 - _ SCREWS O 9"ox `'TKR «h t/4'y TAPLON W'/ADVANCED DECK REQUIRED EO THREADFORM TECHNOLOGY W/ 1 1/2` 1/41 UT1^OV W/ADW4iCE'D 111RFAOFOli1 (NO FINISH ALLOWED) Min.PENETRATION Of THREADED MEF. TEC NILOGY W/1/2-Min.-14 IWJ1CN Of IMM"j) ___ TO EXISTING WOOD PLATE.(SEE -.AREA INKI PLYWOOD.(SEE NOTE 1 ♦ON SHEET S -_ _ _-- F� SCHEDULE ON SHEET e) FOR LIMITATIONS) EDGE Cr DECK) _ __ _--__.� �___ -A��E IF IT APPLICABLE '^"K F 2'x4'COW.SILL 1/2"INN.COX F,.YW000 R£Q'D. -2'r - APPLIGIBLE "- SLATE REO'0. -' ��EXISTING MIN. 2"H"STUDS O 18"O.C. 1/4"0 IAPCON W/AS1VANf.FO iH3N:ADFM J _ WALL CONNECTION AT BOTTOM MAX.REM. PLYWOOD TC BE ATTACHED TECHNOLOCY W/1 I/2•M;.. rENEfRAT10N 2•MIN. c0 STUDS N ACCORDANCE WTH OF THREADED AREA INTO x'OOD DECK. (SEE _CC1gN 230e OF THE I.B.C. F E SHEET 3 FOR TYWCAt SHUTTER ASSFMRtY Q WALL CONNECTION AT BOTTOM SCHf t:ULE CN SHEET 6) 2-MOUNTING SCCTIONS CAN BE COMBINED N ANY WAY MAXIMUM DESIGN PRESSURE: 162 W 6© FLOOR CONNECTION IC SUIT ANY INSTALLATION. MAXIMUM SHUItER SPAN W-11" *SEE LIMITATIONS OF USE FOR INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS BLADL 1A ON SHEEF 16. fFAAU....I!- SCALE 3/8'=I" -LORIDA BUILDING CODL Agn Velocity Hurricane Zone 4' 11 t 13 ��� _pq 02017 TLTECO,INC.(CNGOtERNG) 029BERTHA17 EASTERN METAL UHV'w IL Eco SNC. A.S.S.A. Accordion Shutter System *; H.v, aaoE y3 w/OR w/o RV. wurDav eloM 43 American Shutter Systems RN.4. V!,' TIWT TESTING k ENGINEERING COMPANY e+av+sCSCRIFTION DArz DRAWN BY:LC. Association, Inc.nC. _1 - or/aV1> DATE:07/2e/17 $?. //AA"1111���'0000llIIRR Q: suy Ka M!,s...sr.Tos.rIrtclNw ..tmela.s,I- Phens:(306)671-ISMO Fa.:(30514171-1"1 4265 ',Iest,c Gds Drive 7 DRAWING NO �sA' ,,•••• 6��► .--*a1L'4�e0ooMv.00m West PalmBeach, FL 33407 3 t7_103 WALTER A. f ILUI 3F.P. RE' RE DATE F1O1E. 4 •SEfiCy3161f11011110A Lc. 44167 5 SHLET 6 14 Of 18 --WAUL P"SH 1/4-0 IAPCON W1 ADVANCED 4% rHREADFCRM TECHNOLOGY W/ 1 1/2 Min. PENETRATION OF THREADED AREA TO EXISTING WOOD HEI -(SEE M.,SEP�TION TO SCKOULE ON SHEET 5) �SS(SEE SClICWlF 1/4.0-20x3/4• S.— -20.3/4'S.S.9MTS W1 ON S�rrr S) � 1�kff&WASHER 9 9-D.C. )A-I'MIN— EXISTING Mm. GLASS 7 -fl/4 08 -- 2* T MIN. 2".e' �5) Mift Deck RED (NO F*IISH ALLOWED) EDGE OF DECK EDGE OF CXTSTNC MIN. 2'0" IF APPLICABLE 5ECK IF HEADCq CD APPLiCABLE -12CO.,I q E 0 2'ML— 1/4*0 TA.PCON W/ADVMCFn L ,fro-;; N.S"�Tlm TO TI TECHNOLOGY W/ 1 1/2* AFS t SS I',,Es— READFORU 5HEM n. PENETRATION OF THRCA=AREA I ON 5) INTO WOOD DECK.(SEE SCI-LOULL ON SHEET 9) —2"MIN. WALL MOUNTING INSTALLATION FLOOR CONNECTION EXISTING 7 rxtEM� - 1 I cuss- MIN. W.Y.SWAPAT�T- .3V6s(SEE A MIN Sll�Tl"to GLASS(SEE=3— 01 5-El CN SHEET 5) SHEET 5) WALL— FrISIL1,1 Nll� 5 C 5 C2) EO[ MIN ED C.3/4"SSL BOLTS W/ J. `NUT WASTER 0 9*D.C. I i 1/4"*TAPCON W1 ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2- 4211/1 F.M.S.D.S.&9*O.C. T'ON OF PLATE(SEE 11 1 �—M3&EZ-7%SHEET 5; V 11lV0 TAPCON W/ADVANCED 7HREADFORM fLCHNQLQGY W/ 1 F" 1/2- —2-W C L—Z"I,4"CONT.SILL W..PEMETRATON OTHREACED AREA OW.SILL PLATE REWDL To E)aSTING WOOD PLATE' (sEF PLATE REO'D. SCHEDULE ON SHEr 8) ® WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION 1%SHEET 3 FOR TYPICAL SKrTFR ASSEMBLY 2-MOUNTING SE-MINIS MINIS CAN BE COMENED 6N ANY WAY INSTALLATION DETAILS ON EXISTING WOOD- BUILDINGS 10 SUIT A.=A.T.. NNNF000100.10", SCALE 3/8'=l" A- FLORIDA BUILDING CODE (High Velocity Hurricane Zone1LN ] ......... -RN C)2017 TILTFCO.INC fFNCMEERNG) 0 2017 EASTERN METAL.SUPPLY,NC... BERTHA HVTm —rc Accordion Shutter System ' 17 ME A,S.S.A. - KV. RADE#3 W/OR W/O KV. WNDON 8"#3 TIWT TESTING A ENGINEERING COMPANY American Shutter Systems Ky.ftDESCRW`1011 DATE DkVRN BY.LC. 055 N 367Association, Inc. I w�11 MA" DATE-'07/26/17 St. W5.1�1. �lc��j_ (305)871 1530.Fo.:(335)871-'531 4268 %Vest,acds Drive 2 DRAWINC No West Pairs Beach, FL 33407 —3 70NALt# 4 17103 'ILL P.E. DATE FLOROA U�. "167 5 SHUT 1 6 SND INSTALLATION INTO 2"x4" MIN. WOOD STUDS• SCALE 3/8"=T' 2"x4" MN. WOOD 2'x4"MIN. WOOL, 2'x4'MIN. WOOD _--STUDS REO•D. -_ STUDS HEU'D. STUDS RECD. /__ 1/4.1 CIPCLW 01 TA^CaN W/ / SILOS REq t/4"0 TAP ON OR IAPCON W/ \ �I ADOAM DIRADF081 IE014UM +dWANCFD THREADFCRM AICIFR O C D.C.N/1 I/2'MK ICHNOLOGY ANCHOR O 8'O.C. IExfIMTIDII INTO SADS OR W/Ut W/ 1 i/Y MJN. PENETPArgM1,77'PMIR/"TD 1/2'COX INTO STUDS OR W/MIN. 1/2_ \ 1LWICOD F NO SIUDS LXIST. -a PENE1FUTiCN !0 1/2'COX 4 _Fx6TING ---- 1Ir ML WN \ ` PLYWOOD IF NO STUDS FIST. GLASS \ EXISTING oao _{ PLYMM�. /EXISTNG l',7, i 2'UK COX ,___ 1/2•MN.COX _ _ / \ Z.5 -`_GLASS PLYWt10D. _ PLD.YWOOE _-G_. MAX.—_ WALL' \ " •t1SE t'Cii [MAX. (LOCATE AT/" (6063-76)CONT. -- FIFNSF:J (AS APPUCA8LE)x2 x1/8-x0'-2" - t/2'MN. rnx WALL T 1 SIDE __— ALUM.(LOCATE I ALUMINUM CLIP ANGLE 1 Pl YWC100. FINISH ) PLATE. H(L SIS ` (6063-T6 ALLOY)AT WOHEIGHT tel--- - - ..�. ,,..QQ�� (I) /loft/2"S.N.S.TD(9)k OF ' 1 (2)1/4.0 TAPCONS ANCHORS TO ; 1 -. /10x1/2"S.M. WALL AT I"O.C. (LOCATE AT 9 / O 16'0. / Ot6T/C'S.M.S. ; __ ___ EITHER SIDE GF a % / SEE CiEULL X F / ® V b /1 1 SEE DETAIL X FOR SIDE CONNECTION 1 OR SLOE TO TRAM ONNECTION �T OR TO TRACKS �� IV OOROOR 6 7 ORO OR SEE OE ON x FON �9 SIDE CONNECTION O O®+OoR 2 g TO TRACKS 2 OR3 OR 6& 7 oRO °R®OR�°R $ O END CONNECTION DETAIL 02 END CONNECTION DETAIL oR®OR®°R®+O OR O1� EXISTING GLASS 2'x: MN.WOOD Qf.I'ID CONNECTION DETAIL 4 1/4'0 TAPCON OR TAPCON _ STI DS REo70.-1 ,_..FXISTNG (� END CONNECTION DETAIL W/ADVANCED THREADFORd - ----- TECHNOLOGY ANCHORS W '/4-d ANCFD I OR TAPOON ___. -.S G1A55 SCE LIMITATIONS OF USE FUR ♦REG REO ONLY FOR SPN.S OIZFI.iER"HAN 12' O' 1 1/2'WN.PENE7RAT W/ADVANCED TIriEADfORM I 010x1/2" S.M.S. .C. TECHNOLOGY ANCHORS W/ / 1/' 016 D.C. BLADE®ON SHEET 18. 0 t2'O.C. MIN.PENVII ATION w."r O. 1/2' pp 11 111, OR OR L_ D .— I (2 L1.1! OR (DO (D ®OR PLAN ♦ �/IEW Y 2'x4' MIN. WOOD j• WAt I. � ORO +O O / C@))OR 8 TAI STUDS RED D. FIN15H OR 6 7 OR $ '`/ U O FNf, CONNECTION DETAIL OvA% ; 5,_,, END CONNECTION DETAIL FLORIDA BUILDING CODE (High Velocity Hurricane tore r ......•. ©2017 THTECO.INC.(EMGIIA•FMING) Cl 2017 EASTERN METAL SUPPLY, INC. s :'vCENSF BERTH HVTM AlL E C o .... A.S■S■/i■ Accordion Shutter System Itv. B AM W OR W10 KV. WINDOW BLADE p3 + �[7 American Shutter Systems KY.N. 1>Esa�rloN wa oRAwN eY:LC. A (R TINT TESTING k ENGINEERING COMPANY else N.W._.S+_w.M.NNrlrr a.Tmnas.rteWlO•aal AssCN:(O}(ORH Inc. 1 as I!-b1 s7/ar/n DATE:o7/2s/t7 OA•�'•F/Ap , +1 Pte.:(W5)871-1530.Foa.(305)871-:531 4268 Westroods Drive = DRAWING. No ••..'.::1T••' \o,Lr e-I 4 tM«4lkaIfom West Polm Beach, R 3340/ s aa` 1E8.OM719 4 �7—�03 WALTER A TILUT.Ir. PE. P.E. SEAL/SIGNATURE/DATC FLO1epf Lt`'1441 s SHEE s 16 OF la i - 13.1875 _ 12'MIN. CLEARANCE /� 6.0625 O'0826 TOB GE TOP HV%MNDCw fH.AIX 03 SECTION X—X o.a6zs" I / \ r � _ t1lAOE'S'"--\ J'.OPlNNG 8 tfNLJaaE / 0.0625' --� r ` ` - POLYCARBONATE SOURCES FOR Ri.1.7500" \\ TYPICAL PROPERTIES APRICA&L SIANp1f✓fl RESULT FLAT GORTON \\ REFERENCE WNa OF-BLADE X u _i X - 38 FN WINDOW — .{ SPECIE IC GRAVRY ASTM 0792 0.043 Ib/In' 0.043 Ib/i,' .•", pI.; MECHANIC i. I I'r,•-• -ENSILE YIELD STRENGTH ASTM D638 9,4013 1.3750' 1P- 9.300 ps.i. 02.8750" FLEXURAL STRENCin AT YIELD ASTM 0790 1?.500 P-:-+- I 13,400 p.a.i. FLEXURAL MooULUS ASTM 079a i 340.000 G.wi. 345.0130 ps.i. IMPACT, 40TCHED IZOO ASTM D256 16 FT ib/in 17 Fr-Ib/m DRE:.BURNING CdARAC7jERjSTICS - / SMOKE DENSITY ASTM D2843I 47.2 x 64.5 x MAX. RATE OF BURNLNC ASTM D535 C-1 CLASS I C-1 CLASS SELF IGNI'IO% ASTM Df 979 1040'F 960'F "'•y:�•�L,l,.' wLATHERI Q: ASTM0155 7 7/A'MN.Cl FAR 2 1/4'CLEAR -L 5 3/.^ TFNSIIE S'RENOTH AF•ER WCATHERING ASTM 638 9302 ps.i ! 8640 pyi. SEPARATION BETWEEN EN OPL NI GS -BETWEEN TABS ON CENTERS -- - TENSILE STRESS 8FF04E WFATHERDCG ASTM 636 8461 p..i. 8880 P.s.i. 0.7500" \� �3� POLYCARBONATE IMPACT RESISTANT NV WINDOW I r BAYER MAKROLON 3'03 POLYCARBONATE RESINS, UV—SIABILIZED GRADE EXTERIOR ELEVATION SCAI.F: = 1" 12'MN.CLEARIYICE - TO AOIE BOTTOM TYPICAL (1 ) HV WINDOW BLADE #3 AND SCA-E: 3/8'=1.1 Yr�'PO ONATE HV WINDOW DETAIL ------ FLORIDA BUILDING CCDt= (Nigh Velocity Nurr'ccne Zone A A`',�P•,••;�[1,I$-. ✓L1-� pLOn nL1EC0.nc(LM:INEER�Nc) o2ot7 EA$rLRN MLIAL SUPPLY. INC. BERTHA HV" �°,y. A S Accordion Shutter System it 7t 1 L. E C O t N c. ■ ■ ■S A■ KV. BLADE#3 W1 OR W KV. WINDOW R.ADE TIWT TESTING t ENGINEERING COMPANY American Shutter Sy3tems NLY.N, DEScewrIDN DATE DRAWN By. " E�s'••(5FC LpP;�'j��+, uu Nx LC- Association, Inc. „ DArE:o7/�e/,736,,,s, a.. .'M %DDsaw.n, ,x . :(30)87,-1531 2vn—:Iw5�7 4268 Westroods Drive A2/Q\IA1 Ea •-'" N' �c.ca„ West Palm Beach. FL 33407 3 DRAWING No �7./.1..L. M'AI.TER A.TUIT Jr.P.E. 4 17-103 P.E. SEAL/SIGNATURE/DATE FLORA Lie.1 W67 s SIIEET 6 17 OF 18 GEIIJERAL L[TATIONS AND CON01T10lIS OF USE FOR BERTHA W BLADE a [ON SYSTEM WORKING IN 5j•T 2 3a0! t 7 1 1. MAX.A.S.O. DESIGN PRESSURE RATING: +62, -62 p.c.f. 2. MAX. SHUTTER SPAN: 107' - 8'-11'O +62. -62 paf MAX. SHUTTER SPAN: 114' =9'-6.O t55, 55 Mf I 12- 7.ALLOWED MOU1NTINGS: 1,2, 7 k 6 ON SHEETS k 10; AS WELL AS MOUNTWGS 1W, 2W,SW, 4W, 5W k 6W ON SHEEP 1t. 6 4.ONLY CENTERMATES (80TH W/©OR 1©ARE ALLOWED WITH O4 ARRANGED IN A SY114 LAY / 5. (A) 1/ HV WINDOW BLADE/3 SHALL WAY ALLOW A MAXIMUM OF 5 TTP. FA OPENINDS(3'0 HOLES) FOR PER BLADE AT SPACINGS SHOWN ON SHEET t7. MAX.9 (B)MIN. CLEARANCE FROM TOP OR BOTTOM EDGE OF O HV WINDOW G.ADL #3 ALLON7ED AT 1 IN OF ANY 3"6 HOLE FOR 88 SHALL BE 12-. tY9100W BLADE/3 1MUM (C) FIRST OR LAST BLADE COMING OUT FROM STARTERS AT ENDS MAY BE OA SHUTTER SPAN HV WNDOW BLADE/3. { SEE LUrATICN . 1 NOTE 2 (D) o HV WINDOW BLADE /3 MUST BE USED ALTERNATE TO A SOLID(1)W ��tf BLADE f3 THROUGHOUT SHUTTER'S WIDN. (E)CENTERMATES SHALT ALWAYS BE+NSTNIID IQIIGFj/T TO A SOLID TORY qtpp__ i BLADE#3 AT EITHER SIDE OF THEM. S� (F) POLYCARBONATE HV WINDOW'(S4 SHALL BE IRSIALLED SO T TABS FACE NNM TME INTEROR OF THE OPEN NG WNG PROTECTED.HJ WINC9W MUST BE SEE ENDs0 CONNECTION ONLY INSTALLED AND LOCKED USING A HV SETTING TOO,.PROM BY ASSA, DETAILS ON SHEETS TgEg INC. 1E�T.6 EYP.FULL L 9 MI 1NNA1 6. SEE ANCHOR SPACING:SCHEDULE FOR NSTALLATIONS INTO WOOD FRAMF �4M BUILDINGS ON SHEET 8,AS LIMITED BY SPAN AND DESIGN LOAD (SEE NOTES I I h 2 ABOVE). 7, SCC ANCHOR $PACMG SCHEDULE FOR NSTALUTIONS IMO POURED CCNCRETE OR CONCRETE BLOCK WALL ON SHEETS 6 k 7 AS LIMITED BY SPAN (SEE PLAN FOR RFOU REMEMS) � AND OES+GN LOAD(SEE NOTES 1 k 2 ABOVE). 2 8 TP lOP k BOTTOM UNJMITED WIWil—_.._ B. SEE MINIMUM SEPARATION 70 GLASS ON SHEET 3. ELEVATION SYVMEINICAt CE - NTERMATES®k —-- 9 W/©OR 1© 1 ,\ 4 / PLAN TTYPICAL Nv BLADE 3 WORKING IN UNISON WITH HV WINDOW- BLADE #3 SHUTTER* N.T S� FLORIDA RUII.DING CODE (High VetocitY y Hurricane Zone 1lI��. /�• L ©2017 TLTECO,INC.(f NGwf1HING; 02017 EAS-ERNMETAL SJFPLY. INC. BERTHA HYM ' IL 7E7CO 1N.. A■S■S■A■ Accordion Shutter System H.V. 11"#3 W OR W/O KY. NDOW BLADE g3 TIILIT TESTING At ENGINEERING COMPANY American Shutter Systems M.R, DLSCmrn0m DATE DRAWN IT:LC. .' 6]]5 N.W.]stn.A..ri.JttS.NRCINIA WROO/5.RC�•IG 3]� Association, Inc. I.-«I mnvl. DATE:07/7e/17 / �L rna,..<305;671-1530. 1- (305)671-,5], 4268 Westroods Drive 2 DRAWING No C`s'••.•••A•.....✓0 ,� EeRt.eoOad.com West POIm B80Ch. FL 33407 7 17-103 s�DNt E , WALTER A TXD7 it.P.E. 4 nOl I&.f 44167 s SHEET P.E. SEAT. S)G10KfURE*/DATE I 6 18 OF 18