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HomeMy WebLinkAboutProduct Approval (2) Florida Building Code Online Page 1 of 2 ,` 3R AM, , I y�' ,.�.Fwr • BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search Business; Product Professional g'USER:PubliApproval .il.l�i�li;, ----- Product Approval Menu>Product or Application Search>Application Lis i>Application Detail FL# FL389-R8 Application Type Revision Code Version 2014 Application Status Approved 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 YK e� . '�j Technical Representative �' o•+.11 i 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 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 V. Validation Checklist-Hardcopy Received Certificate of Independence FI-389 R8 COI HV ACCORDION CI NONHVHZ.PdI Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 3/28/2016 Florida Building Code Online Page 2 of 2 ;,r r Product Approval Method Method 1 Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection 086 Limits of Use Installation Instructions Approved for use in HVHZ:No EL"389 RS h A.S.S.A. INC. DRWG.15-086.pd( 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. DP,WG.15-086.pdr positive ASD load and 13'-0"for 35 psf negative ASD load Created by Independent Third Party: Yes the HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and W-11"for 62 psf,9'-6" for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg 15-085 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R5 II A.S.S.A.A. INC. DRVvG..tS u85.pdf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other: Large missile level"D". Max. Span is 16'-0"for 30 FL389 R8 .AE A.S.S.A. INC. P.E.R. DRWG. 15-085 HV.Ddt p.s.f negative ASD load depending on centermates and Created by Independent Third Party: Yes locking rod configuration for the HVl 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 W-0"for 110 p.s.f.for HVi and HV1A working in unison.See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection 084 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 li A.S.S.A. INC. DRWG.LS-084_.j�dt Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large missile. Max. 16'-0"span at 30 p.s.f ASD load FL389 R8 AE A.S.S.A, INC. P.E.R. DRWG_15_OSd.pdf for Blade 1 and 18'-0"for Blade 2. See schedules on sheet Created by Independent Third Party: Yes 12, 25 and 28 respectively Slack hest Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida ::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.`Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: httn://www.floridabuildin2.orsz/pr/pr app dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 3/28/2016 GENERAL NOTES: 1. F OF T BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS SEEN VERIFIED FOR COMPLANCE IN ACCORD111irE W'-T�i THE 7014 (5th EDITION .- -TE FORMA BUILDING CODE,THIS ACCORDION SHUTTER SYSTEM,SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MEN TICNED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURfSD!crC',l WHERE SHUTTER,WILL TABLE OF CONTENTS C_ PRESSURE P � EXCEED r_4f MAXIMUM(ASID.} DESIGN PRE ATI CS INDICATED BE INSTALLED WTfH A DRECTIONALIT'FACTOR Kd-10.85,USING ASCE 7-1� AND SHALL N - N 0 TEn ON SHEETS 1 T.ift 15, 19 &20. IN ORDER TO V­EPJFY ThE ABOVE CONDITION, ULTIMATE GESiGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO AS.O. DESIGN WIND LOADS AREA 1: W BLADES QD & BY MULTIPLYING THEM. BY 0.6 IN ORDERTO COMPARE THESE W1 MAX. (A.S.0)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 &20, GENERAL NOTES SHEET I IN ORDER TO VERIFY T4A7 CCMPONENTS AND ANCHORS ON THIS RED..AS TESTED,WERE NOT OVER STRESSED,A 3.3%INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS hM LSz_D IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.FOWEVER,A WIND DURATION FACTOR CO=1.61 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORO;ON SHUTTER S"STEV'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEET VERIFIED IN ACCORDANCE WIPP SECTION Or THE ABOVE M?IRONEO CODE AS PER, TYPICAL SHUTTER ASSEMBLY 33-+4 APL REPORTS: TYPICAL WINDOW BLADE&WINDOW DErAL -HV BLADE() J021+.01-03, 13715.01-03,j1004.01-05. 01214.01-05. 10317.02-06,10609.01-10 AND 10210.011-11 AS PER TAS-201,TAS-202 AND TAS-2C3 PROTOCOLS AND ASTM E-I%-G AREA 2- W13AND W WINDOW BLADE ttfV AND E-1995 STANDARDS(MISSILE LEV-�D.WIND ZONES 1,2&3)&11720.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE. (WHERE APPLICABLE. -hV WINDOW BLADE fb- 10505,01-08 AS PER ASTV E-IE86 AND E-1996 (MISSIE LEVEL D.WIND ZONES 1,2,3) IIA.&C PROTECTIOS ONLY AND # 0725.01-88 AS PEP'As 202 PROTOCOL. TYPICAL SHUTTER ELEvA-poN &NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2.LIV BLADE(D AND HI WINDOW BLADE 5 ARE ENGINEERED TO WORK 114 UNISON WITH EACH OTHER UNDER THE GENERAL UM7ATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INST&LATION DETAILS G-M, CONCRETE/CLOCK SHEET 7 CENTERMATE DETAILS W SHEET 8 3.BERTHA H.Y.ACCORDION PINS(W SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 114x2.75'AND 114x1.75'RESPECTIVELY, 410-h7 k"INMUM SERIES CENIERMATE ALTERNATING DETAILS W SHEET 9 STAINLESS STM SCREWS W7H 135.0 k61 YIELD STRENGTH.AND 180 W,TENSILE STRENGTH. PINS SMALL BE COATED WITH BEJTrRA W DACROS41ZLE)COATING S-_-TEV AS MANUFACTURED BY APPROVED COATING APPUCArORS, REGISTERED WITH AMER!'t,11 SHUTTER SYSTEMS ASSOCIATION.PINS V'Js BEAR THE HV)kkRKING ON THEIR Ilw. - END CONNECTION DETAILS 1-6,CONCRETE/9-LOCK SHEET 10 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIAriON ALLOY AN)TEMPER AS INDICATED ON SHEETS 2 AND 1 M.3NIMLIV.YIELD STRENGTH FOR 60E3-118 AL,_07f IS ZOO ki AND 35.7 ke.FOR MA)CMUM SPAN TABLES SHEET 11 6005-T5 ALLOY. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 12 S.ALL SCREWS TO BE STAINLESS STEEL 304 OR 3116 ANSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER O-N 53018 WITH SO ki MIN.YIELD STRENGTH AND 90 kST WIN.TENSEE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W1 FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 14 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AJSI 304 OR 316 SERIES STAINLESS STEEL WrH 35 kM Mls[MvY YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECiFICK1101,15:14V BLADE(E) 12,13,14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 INSTALLATION DETAILS S-X.WOOD SHEET 17 IN'BLADE WORKING It, UNISON: 12. 13& 15 END CONNECTION LErAZLS 7-12 & X.WOOD SHEET 16 S.THIS BERTHA N.V.ACCORDION SHFTER SYSTEV SEARS A U.S. PATENT 15-77151,592. COVFONEhTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR 114 PART BY U.S.PATENT 15'458,179 ISSUED TO EA.-TERN METAL SUPPLY,INC. AREA 3: HV.WINDOW BLADE C, ONLY 9. IT SHALL Or THE RESPONSIBILITY CF THE CONTRACTOR TO VERVY TLF_SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCiORAOE CONTRACTOR TO SEAL/CAULK ALL SHUiTEi COMPONENT EDGES W4'CH REMAIN, THRU FASTENING T,4 ccgrmous CONTACT WITH THE BUILDING TO PREVENT WINO/RAN INTRUSION. TYPICAL SHUTTER ELEVATION SH7ET is 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A V.SiBLE PLACE'MIH WARNING NOTE.,DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TEXAN7._OR CIIHERS, MUST PROPERLY CLOSE ALL F.,f AND H:I CENTERMATES AND ENGAGE OR LOCK ALL W R40 HD LOCKS. AREA 4: HV.WNDOW BLADECI)ONLY It SHUTTER MANUFACTURER'S LABEL SHALL' BE LOCATED ON A READILY VISIBLE LOCATON AT. ACCORDION SHUTTER IN ACCORDANCE W7N SECTION 1710.6.3 OF FLORIDA BUILDING CODE. ONE LABEL Sh.1'_L BE INSTALLATION DETAILS, METAL STUD WAIS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY w"TH sEcnoN 1710.8.2 OF THE FLORIDA BUILDING C0D_r 12.BERTHA H.Y.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL.COMPL"WITH SPECS INDICATED IN TH'S DRAWING P_US X1,(BLILDINO AND ZONING REGULATIONS PROYIDED BYTE JURISDIC-110N Wi;ERE PERMIT IS APPLIED TO. 13,(o)THOS P.E.D.PREPARED BY 17-ifS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e.WHERE THE SITE CONDITIONS DEVIATE FROM T-iE P.E.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR IhE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCIF,EASED ON THIS P.E.D.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT,CONSTRUCTION SAFETY AT SITE IS THE CONTRA-ZIORS RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.O.V-LL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER To rqE P.F_O.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOP REVIEW, ORIGINAL RED, SHALL BEAR THE DATE AND ORIGINAL.SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THA7 PREPARED m FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone zoss EASTERN METAL SUPPLY,INC. PP BERTHA ERTHA HVTM y h er stem Accordion Shutter System 1 /0 a� Mr7c 7o74,. A.SS,AN wwWaAx /T,7L E KV BLAX#1 W1 OR W/O RV. WNDOW 14" American Shutter Systems my.Kj vEsmirnon I DATE I DRAWN : WL TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 11-192 4/13/15 DATE-' 3/15 OF 63M IM NK St.Ste.MS.YEVNIA GWDEM.FLORIDA MIR e1v 2 A/- pt,- (305)871-1530.Fax;(305)871-1531 4268 Westroccls D e DRAWING No KjUlrl I each, FL West Palm 8 .33407 3 -W:tilt..00.1— EB-0006719 15-085 0iVACr0A0,,%1'-N WALTER A.TILLIT, J,P.E. 4 I% F-ORMA U..# 44167 5 SHEET AERE/DATE 6 P.E. SEZ/ftW 1 OF 20 1/-2 1 V 1/4-20 -CE CASr 'S.N X00 El 1 .745" 2 293* EAKED GFA;I- .74-" '41�;2; - -DIE:AS.r i 2.293' 6.s�a ED PANT. JI I '1 �EGRMS ru:z'. T_ .: g b EFS tiER 9V .4 _ATM) &KETS(�WE RL I Eli, 211 HV CENTERMATE HV LOCK HV EGRESS LOCK -N HIV FLOATING CENTERMATE5., QUALIF FOR USE VI/ KV PLADE C _y (�g - - - QUALIFIED FOR USE:W/ HV 6053-T5 ALLOY ANC TEMPER OIJALT�IE5 FOR USE W/ R� BLADE(l & IA 01,21 QUALIPIED FOR USE W/ HV EILADE�01 & f BLADE0,1 &- 3 ONLY. 'B) 6'ONLY. 6G53-T6 XLOY AND TEMPER .2 HV CORNER CENTERMATE )ONLY QV�I_IFIED FOR USE VI/ HV BILADE(1, .25D,09. 16- E063-T6 ALLOY AND TEMFER -LASMC HEAD _p;E_ MOLDED TO 1.756" .9-22:_, -.321-- 4.4 SCREW 2.079' 1.75Z" I I FIVFMNG 82 BEFORE rVETING 1/4".9-2 x 4 o CR 1/470-20 RIVN S.S. THUMBSCREW UT_*_ S-t4 ALLIAENJy(2024-73 ALLOY)LARGE F-'INGE "TURED By 01'AJEL SH—_T NUrSERT,PAFF f U8ZC.AS MVINJFAC L112Z._ CHE�RR�TEXTORN.PAIMPFUly,NEW JE]�S,7 07054 O�.EC'JA_ PLA:4 HV MALE 'T" )CK CENTERMATE 4.565 q7)' LOCKER FOR "T" LOCK CENTERMATEOUAdFIFD FOR USE W/ HV BLADE!,I','0'4LY HV FEMALE "T" LOCK CENTERMATE C:5� HV "T" LOCK HV ALTERNATIVE LOCK .3 QUALIFIED FOR USE OUALIREO FOR USE Vil HV j"ONLY. SO 3-T6 ALLOY AND TEMPER FOR USE W1 HV GLAD= I. ONLY BLADE(,1 QUAI.F1EO ONLY.QUALIFIED FOR USE W/ - 6GE3-T6 Ai LOY AN TEM6N/HV BLADE C1 -Y. HV BLADE k�l)0 NILY 6063-T6 ALLOY AND TEMPER g D 3.32, g�JM JAI t. 1_21 NrR1,R A� A.03 ER 0 .4 KEY CYJNDER 114 .545' Lj —A �:.5 13 1 125'M- 4105 n. HD CENTERMATE w/ LOCKING ROD W/ NO LOCKING ROD Si HD CENTERMATE F QJALIFIED FOR USE W/ HV13'ADr,"S,& f,� QUALIFIED FOR USE W/ HV BLADE 1l& 6063-TS ALLOY AND TEMPER C31 HD CENTERMATE'S INSERT 60153-6 ALLIMY ANC, TEMPER QUALIFIED FOR USE W� KV BLAD'Erj1 & �6 MIN. VARIES, U -T6 ALLOY 130" 6063 NO TEMPER 1/4-0-20 S.S.OR 3/0-0-16 ±1/Z. A =II _T; C:AL (SFE=0E=1"' OR Kt I - 11.57 Miril CYUNDER 1.78'Max. LOCKING RODA /4% HD LOCK QUALFIED FOR USE W/ HV BLADED 16 ACETA '�7, HV 20 6151 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. 6063-T6 ALLOY AND TEMPER HV 3/8"0 IERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE O& CA P-9,11,1STAILLATiON WILL REQUIRE A 7/16' HOLE THUMBSCREWS _RILLED AT TRACK" BLADE QUALIFIED FOR USE W/ HV BLADE U1 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zonel D S FOR PROPER EMBEDMENT QUALIFIED Fq5%U�k",!r/ijjjy V I\. I I,L//' @ 2015 EASTERN METAL SUPPLY.INC. .......... . BERTHA HVTm PPL A s�HV Y'"'C TM Accordion Shutter System A.S.S.A. wQ /r ULTE RV. RADE#1 W/OR W/O KV.WINDOW MADE American Shutter Systems ?EY.R4 DESCFJPTION DATE DRAWN BY. M.L. TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I I OLD 11-192 4/13/15 DATE: 4/13/15 36J,.St,St..305.WGMIA GN10M.�3316f — 4268 Westroods Drive 2 Phone (30 71-1530.F":(305)871-1531 DRAWING No �!­;I: West Palm Beach, FL 33407 a EB-0008719 15-085 4 WALTER A.TILLff Jr.,P.E. P.E. FLORIDA Uc.f 44157 SHEET 20 SEAL/SIGNATURE/DATE 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV a HV 1 1 Z'M 'cc- 41 rl TO ELAZ!E,T X625' -f4,0 .EDGE' -MF-H HV BLADE A r Q pi W.NDUN ELA-Ir 0 KADE !A HV LONG RECESSED NYLON BUS'-"N, @9 --TZ KNUCK-E C-32-q 43* V 'zo a N, 41, (Ty?) G.m. HV SHORT RECESSED NY-LON SUS-i:NG 3 &\1 i FLAT FORTIONR:.7- J 1-11 NrLCIN W 'IIASHER-, (DOR HV41 WHEEL -'RR:A-.E &'31 3-32-3C.3 SER:7S Fx 0.87C!'x3/16" TH:CK NYLON WHEEL I I@3 2 7/8-M.N.; FV W'NC*O.V CLEAR O.IBE3'0 AS! 302 SERIES S.S. R"',r:�rS 41 -if Sr CN 03.0c -PA .06254 GZ�WEE; �03.7500' 9'1 1 3/4' ACCORDION FIN VI/ -"S HEAD :L 5 3/4' 1 Apo EXTERIOR CN CjNT' &JIL RIO .4 7n% 6 .75CO' EA' - I.I- `I/<,. @ All' 2 3/4' ACCORDION FIN IN #8 HE4D -k 7 ��E'Arch (04 POL'IC-ARSONATE IMPACT RES!STAN'T 11-1 %'�.•0DOW TYPICAL HV WINDOW BLADE AND POLYCARBONATE HY WINDOW DETAIL ((D OR 0 (p or 03 309 D OR 0 U31' (SEE NOTE FOR RE." ITS) REO IREME *POLYCARBONATE IMPACT RESISTANT-tiV WINDOW ORSAYER MAKROLON 3103 POLYCAREIONATE �J RESINS, UV-STABILIZED GRADE OR SA8:Q 12-M' -LEAkA�C= HV PIN REQUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR To B�AO�PwTT).�- INNOVATIVE PIASTIC LEXAN 103 RESIN (SEE NOTE "F- 0,11 SHEET 19). bu Hy in w G)OR o 2 (1) [IV PRII SHALL ALWAYS K USED AT ALL EXTERIOR 'C; BOTTOM KNUCKLES 0" HIV ACCORDION SYSTEM Vil HV(D OR POLYCARBONATE SOURCES FOR 44 EXTERIOR APPUZAEI-E pjlw HV @ BLADE. TYPICAL SHUTTER ASSEMBLY T�PKFERT-S siNNAD N.T.S. HV PIN OR n43 AT 4 EXT5RIOR (2) 14V PIN @ MAY BE USED IN LIEU OF 0 'k-N-D ONLY A- EXTERIOR BLADE'S KNUCKLE. BOTTOV KNUCKLES 07 HV ACCORDION SySrEM Vil HV(D REOUIREVE(SEE NOTE NTS) BLAO WHEN CORRESPON-DIN119 TO INSTA'-LAT!O-N "it", SHEET 7. FOR 0'92 C 343 lbt,n' 0.343:b,�,� .04!�Tr- ,LZ TF-D STRENG-H AM 9j00 P.f i. s.-SOC TypP.DNRAL STRE7i0`H AT MD ASW 07K12.50°P.,;. 13,4CO R.i. (3) 4% FIJDOJ�WDDXIB Asn DM �O.SCO-.i. 345.00C pP.,!.HV .S. WASHER 1 PIN @ OR @ W/ 11/2" O.D. 1/16" TH;CK S SHALL BE USED FOR DIRECT MOUNT Beg,-, r-C INSTALLATION' PER DETAIL X. NOTCHED 1ZDD ASNUZ51 'a 17 r:-ate. WHEELCARRIAGE DETAIL smNE Our= ASW 02&3 472 X 64.5 X wx ASSEMBLY LAYOUT PIATE OF BL1ZNNQ ASN 0635 -1 Cls C-1 C> N.T.S. slu MRION ASN DIM 1040 T 960 6153 T24SLE STRENGTH AF-Tm vrzktxa' m AST9 M6840 P.% :M2 P�. 11) HV BLADE SOLID & CA HV WINDOW BLADE DETAILS Tc9=5IRM Soro�l-AIHU°NG M I 461 P.A. I a=P..". N.T.S. FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zonel T/�1/ 2015 EASTERN METAL SUPPLY. INC. 41 BERTHA HVTM \ACEN Accordion Shutter System -N ��E�6 .77\ A.S.S.A z ELE KV. MADE#1 W/OR W/O H.V.WNDCfW BLAIM American Shutter Systems t V.' DESCRIPTION DATE I DRAWN BY.ElY. ML TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OL�o 11-192 4/13/15 DATE 13/15 0•• TE DFsass N.w.36U s,sea xis.-.I---.—A-16 4268 Westroods Drive 2 1 Ph— 1 7'(305)8 -1530.F3::(305)971-1531 DRAWING No 7: West Palrn Beaci-, FL 33407 5 1 ES-0006719 1 —085 01VAL r,-O',"N' WALTER A.TILUT Jr.P.E. FLORIDA Lie.#44167 .1 SHEET P.E.ItWfG�06RE/DATE 6 4 OF 20 JAq� qq Q'�'"-, �� q I"-,1,a•'(L��'`�"',`(L�%"l��, *NOTES ON HV LOCKS AND CENTERMATES: A B �cD l •`E. Y my 5 T I v9•L:••'`L9'+�:J 7 `t ,�• � 'I' I ��°,f�,�•m� 1" MANDATORY CONDITION i1: 0\E 4V LOCK @ or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR AVIV SPAN OR 12'ABOVE Oft B OW 2 OF SHUI?ER SPAN FOR SPANS UP TO 105",A`!D FOR INSAIATIONS AT AN:' ' I 1 ELNATION. FIV LOCK or MAY BE USED AS AN INSIDE OP, OUTSIDE LOCK,ATTACHED TO�1 OR ni I hil n r, I 1 -20 z 1/2" LONG FLAT HEAD 5.5. M.S. LOCAP,ON 0= LOCK S'n.ALL BE AS;NOICATEO ON 105 C4:)W i I •, I TYPICAL SHUiTR ELEVATION. n a I 2. QN IF DESIRED, FOR BETTER PERFORMIA.NCE OR FOR SECURRY PURPOSES, UP TO TWO FN LOCKS OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECT.-0N OF LOCKS TO CESUERMATES 21 OR Q SHALL BE AS INDICATED ON NOTE(1)AEOVc LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SFI'JTR ELEVATION. 03-NVB ` V 3• _ i $2 IS USED y/ZM H.V. LOCKSI: LOCKING RODS 0 ARE NOT REQUIRED AT HURRICANE POSITION. BUT MAY -2�4`ur2 nss °3Sce`47 �2S BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS @ OR AN ALTERNATIVE DEVICE v I I I I I I MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). I �rrp I 4.MANDATORY CONDn10N f2: CNE HV LOCK SHALL BE USS AT CORNER CENTERMATES FOR ANY SP:.ti ME] F�' C� AND INSTALLAT10N5 AT MY EIF/ATION. HV LOCK� or @ SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TOCORNER CENTERMATE W/(2) 1/4 0-20 x 1/2' LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS u`_S_ H.- I Ixx_I•.¢ I II I I i I AT TOP &80 OM SHALL BE USED. LOCATION Or LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. I I I I MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. I I� �xc 5. Al SYMMETRICAL CENTERMATES •• ONE ALTERNATE HV LOCK MAY BE USED IN UEU OF FN LOCK or FOR ANY SPAN AND -6A� I INSTALLATIONS AT ANY ELEVATION.ALTERNATE LOCK5�@ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT / Yg tai « � OF 1/4"0-20x3/4"S.S.THUMBSCREW TO�OR'Es CENTEP.MATES SHALL BE MADE w/ 1/4"¢-20x3/4'ALUM. / N C 9�- RNNUT AS SHOWN ON SECTION FIVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2.07 SHUTTER SPAN OR TWO i i I -gEae I I I I ^B; LOCKS AT 1/3 OF SHUTTER SPAN. 6. MANr3ATOFiY CONDITION f3 FOR KEYSTONE MOLINONG INSTALLATIONS: ONE FN LOCK� or or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOP.ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP II I TO 96',AND FOR INSTALLATIO�N,S? AT ANY ELEVATION. FN LOCK G or 0 or•-§MAY BE USED AS AN INSIDE OR i OUTSIDE LOCK, ATTACHED TO'EY or g SYMMETRICAL CENTERMATES W/ (2) 1/4'-20 x 1/2'LONG FLAT HEAD S.S. SEE END J M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS W/'S� CONNECTION N !-- -3S� OR TOP M10 BOTTOM IS COMPLETELY MANDATORY. DETAILS ON - S'IEETS IO 8: i H91 ATA. Ell'_ OF CORNER *NOTES ON HV "T" LOCKS AND CENTERMATES: KON- -.. _.... . _. _—_ 1. SECOND ALTERNATE TO MANDATORY CONDITION J1 VAUD ONLY FOR HV'T'LOCK .AND CENTERMATES AND CEN ERMATc � ONE ALTERNATE HV IT'LOCK MAY BE INSTALLED IN LIEU OF FN LOCKS 23 OR 0 FOR ANY SPAN AND 3 ca C4—U' w J°,6�D,,l 3 rn I STALLATION AT ANY ELEVATION. AL TE LOCK®rY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT %--� �, - OF LOCK I@ INCLUDES USING REINFORCING LOCKER F@7, AS SHOWN ON SECTION TNG, SHEET 9,WrI,CH MUST BE FO;- )u+ J•�'�` +11wJ',w --- -- - CONNECTED TO CENTJ2MWTES®AND @ W/ 1/4'0-20 x 1 1/2' LONG S.S.THREADED BOLT W/7/8'0 x 3/32" -� WINGNUT OR W/ 1/4'0-20x1•S.S.M.S. INTO A 1/4'0x 5/8' RNNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" C6 07 ''�I_/��U'L7."`8'- MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS @5j TOP AVD BOTOM IS MANDATORY. -0•Cl cx E�+,10$,,av08 .7 a `a+8 w C9••C3 C-7 s�C?•5g *NOTES ON HD LOCKS & CENTE ATES: 1. : ONE ALTERNATE HD LOCK D MAYBE USED IN UEU OF TYPICAL J) HV BLADE SHUTTER ELEVATION HV LOCKS OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE hD LOCK @ MAY 8E USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK G TO�IS W/3 13 x 3/8'F.H. S.S.MS.,AND INCLUDES RENFORCEMeiT INSERT®AS SHOWN ON SECTIONS HOB-HVB AND HOC-HVC,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12' MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS @IS COVPLEI-ELY OPMONA- FLORIDA BUILDING CODE( on High Velocity jrricane one p C 2015 EASTERN METAL SUPPLY, INC. P� rr. BERTHA HVTM $,•'��CENSF";�-= O Accordion Shutter System Hv. BaDE1 w/DR w/o RV.wINoow An1 *' gllsyJi.•r` *° American Shutter Systems MY. DESCFIpnoN DATE MWN BY: ML STATE OF TILLIT TESTING k ENGINEERING COMPANY �,• :'�` SSSS N.W.36N.SL,Ste.303•VAGWIA GARDOZ,FIARICA 331 Association, Inc. 1 OLD 11-192 +/13/15 DATE' 4/13/15 i 9' 4268 Westroads Drive z Phone (303)871-1530.Fax (805)871-1331 DRAWING NO '�--,eF .• ORI �� a-mal:h1teco0aol.com West Pelm Beach, F 33407 3 15-085 -"44, ZONAI.ENG•``` WALTER A.TIUIT Jr.P.E 4 P.E. S'FACIJ UN�tU`RE/DA E F calcA Da.p acts] 5 SHEET s 5 OF 20 --CONCRETE ANCHORS POURED CONCRETE POURED I SEE SCHEDULE 04 OR CONCRETE BLOCK/ / POURED--, CONCRETES ( REQJIRED j ?/44-20x3,4'S.S. CONCRETr �'� 13) 1 CONCRETE ANCHORS i Y/I;HL`,E SCR.hS REOUIREC - — I REOU'RED �t �_ 1 � // _(SEE SMiI_J:i 0`J Vr/1/4"-2_ / /V� CONC.=.`r_ANCHORS (�J } @(C8aa5A ...�(�uo_rre�et;s-�) / / s�EEr ,3) N(r•`_ ® 12'D.C. / / (SEE SCHEDULE ON SKEET 13) - _ ---// —,/ %=1 '14: /1/•1 -—__ I i Mr. i M1/a4c'�0I-NE203/4"c c. ^T - / cnl 4EfG..2'c } i SCREWS cs:NG ?/;-2a NUTS E - � 19 15. T7` _ f N / E •%r I - ;` / I t _t;"V=A / - c=naN:L vx�-rza�.a tJ t ..•._ M CLESS(%-- d 1 s3EAAE CX 5:_T A �♦ - I.rN.SEFAR,:nON TO GLASS _.tI FOR RADE Sha (1 OP. 7 ExsT:r.G - _ o:SEE!,9 TP: I I , I' I' _ 1 G;15S :SEE SCNMULE cN SHEET EXISTING - \'!N.sEa.:A9ON TO CLASS - GLASs-- _ - SEPARIs O`.SHEEP 11 6,155- __� 1HV WALL HEADER INSTALLATION A;- HV WALL HEADER INSTALLATION - B; HV WALL HEADER INSTALLATION + KEYSTONE EXISTING -. __. �_.. ..__ ' _.. - MIN.SEPARATION TO GLASSI ^o!Ju5- ---- --"- -(SEE SCHEDULE ON SHEET 1I)__ w,srmnrc., 1 `-.'1`OR 1A♦ _(J c70srYG— TO a.vn(= I I ��.; 7 IA!N. SEPAwQN TO CLASS GLASS Etr LE CN 9�f I `(STI'SCHEDULE 01;SHEET 11) 11 FOR RJOE T.A•.0 rt i . / / / OPTIONAL i 1 R.N]6�+•+a SJ � EXISI r.•G . -' G'ASS_ O•/ / , III //._—_ hl- / iiE _ iii I �/ ,/ '{ /• i I i i 1/4"Mn+: E Lti CF. > %f / i../ r r- ...13 as 15 .-1/4'0-20x3/4•s5 �! �• i r/ ` .. PHILJPS TRUSS HEAD / j /' i 1/4'0-2Cx3/4'S.S.Phi:LLIPS NP;RINE SCREW.US.\G CCr:CP.ETE ANCHORS .TRESS HEAD MACHINE SCREWS / %i...:�. /•, _ { 17 cR_18 i 1' 1/4"-20 NJTS 0 12"O.C. •r ..(SEE SCHEOUI-E ON V!/ 1/4•-20 NUTS O 12"OC. -r-- I —(SEE SCI-AU'_E RS , i / / 1, _ _ POURED CONCRETE— SH-cET 13) (occ SChECUI�Ort s.rEET 13I r/ I I•,i^ . FJUR50 CCNCR"e TE J I -' � - OR CONCRETE BLOCK CR CONCRETE 6LOCK vS_ '..I•_;L__ 1$,WNCRETE ANCHORS RcCUIREO WA`L REQUIRED ��I HV WALL SILL INSTALLATION ! (SEE SCHEDULE ON �F)HV WALL SILL INSTALLATION .� POURED CONCRETE_" SHEEP 14) OR CONCRETE BLOCK WALL REQUIRED C; HV WALL SILL INSTALLATION ND7r FOR COMBINATION OF SECr9k5: INSTALLATION DETAILS W/ 1-SEE SHEET 4 FOR TYPICAL SHUTTER ! E.D. - EDGE DISTANCE ASSEMELY ♦ SEE E(BONS OF USE F03 1 1^ I., V 2- MOUNTING SECTIONS CAN BE CON3iNEC (SEE SPECIiCAT.ONS CN SHEc 13) B_AOE(BON SHEET Is \IJ 1 1♦ BLADE IN ANY WAY TO SUR ANY INSTALLATION. I LrrrT FLORIDA BUILDING CODE(Non High Ve+ocity Hurricane Zone,. ``\`����.,:'•!/�/�,,��' O 2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM - it E C O ,N c. A■S■S■A■ Accordion Shutter System * _ KV.RAX#1 W/OR W/0 KV.WINDOW BADE �/ American Shutter Systems EY.N DESCRIPTION DATE DRAWN BY: M.L. l TIL IT TESTING k ENGINEERING COMPANY S AT OF :•��` Association, Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 635_2 N.W.381N.6E,Ste.30.5,VRLCNU CNi0EN6,iLORG M"' 2 Westroods Drive 2 Pt—:(305)971-1530.Fax:(305)871-1531 DRAWING No 'L, �(`'• ''� : a-,nail:6ltcaaooal.cmn West Palm Beach, FL 33407 3 �*'1i,,`S/ONAI'�tll\\ WALTER X TILLY Jr.P.E. FJ-�BJ 4 /rArru nj555 FLoeoA ua.g 40167 5 SHEET P.E. SEAL�9«NATURE/DATE 6 6 OF 20 FCL;REO __._COtiCRaTc At;CHORS 1 tAtL 33Na*KY: CONCRETE _€SCPEOULE ON SHEET 13, M MASS(SEE ---41'OR 1� 'Wf F ON V - EFlSTt:G \.!.l TO QbS'S'+ 1 LEDGE OF _tt P>R EV[59Mb g GLASS-._I �Y ''(6Ee 6_KDIAE GN' SIA:IFEXI s A. ` , GLASS- A.7TFNATE i -E EavCHOR \ 1 7 I I _ i i I LCCA'_N �-�7Cx3 4"HEX WASHER-?FO ! 11 •15 ,_ 3,A6 uln. TEK SCREWS s 1z' C. r f E c=- SJ9 .4•K. \•f �...COhICR=fE ANCHORS --�$ (' / 1 / ..!' SEE SCHEDULE ON SHc_ 13' ❑ " 'i EDGE OF—•./• 1' / 1; '✓ /�,r/� /! //' , ��/ EX:STI`:G t l I f . I ' I ✓ f // 1 / CLASS - / l / /,, , EDGE OF �./" f'f f ; t 1 R,'C' / / y'��(eG//�J�✓a+ Sm.,dEQI r APFLiC? f / /j f �' / / / / Ll /L�!f. POURED . .+ POURED-' // .._... �� //% j. I'//j,` /J//�%// CONCRLT_I I _._£.D.'�."-- CONCRETE FLAT-VD CV40- h;CHO:sR .- n FLR 9/¢ 0.•D �: ,� POURED CONCRETE.. � jl_J._c./_1' (5:_SC.....JOE ON SHEET 1.) ' Ot 5:4T t:FtP +•-,1 t OR CO`;CRETE a/ �s %cEOUIREC i F.EO'IIRED F _D '� : full HEAD C04CfiET ptiC=ORS :. 4 7 RHOcl4^ —•i. 0."----- E.D.*----- (S SCv€7UiE CN SHEET 14) (1 .TRENCH INSTALLATION ;T HV WALK—OVER INSTALLATION VAiD ONLY FOR u=TO +70, --75 PSF A.-S.D. G HV CEILING INSTALLATION HHV FLOOR INSTALLATION SCHEDu E#.3, SHEET 1 c & FCR sPArls =ER • ._ NN.r46Ph A:Vj v I w 6E %T." J / CONCFi_Te ANCHOR �'J Q _.. 1 1 _ 1..— __ ._____ 11 I,. (SEE SCaEOULE 0 SHEET 15) 1/4.0 RA EVE TkiG,t EX.STIN^,_ EX:S'itl:: FX STIt, G:ASS " GLASS i u sr7.tatr Ta°.Asg C'p55--' //,._ _ y 70M OR 1/4-0 PO%UtS I t/4• '-K=Sa4ID3.[ee.'Ja2*ttj Y 1 _.._..Tal FASIV0ZS TAPPER}A`V CP.S W/ MAY, G i i I i I 'tytf 5pyy�M A TIJ i i t /S-W EYGE't7NfRr O W . C.C.FCR UP TO 6'-0'SPM(AID I }�}-�- I II 4'D.C.FOR SASS LkMot DVN iA I.t f ./ / Js / / + (; 1 V-0-Lw TO W-W WAx APPLY 4 ' q I ' / % •: I I I NAX. -7�. , SENMR A:E-M FMTEA"- rFFA'T • t� (rr.)(��t1 W SH 7 11/ _ :F,./U 10x3 4'HEX / FCR LutiAticX,S' '. -,. ... moi J rti! t' - u'a i WASHER HEA.', •%�/ ' /_ sA.Av_---'�i,..r t t I e i / 3 .- I TEK SC4� DD•r i P 14x3/4" HEX HEAD_' %1.S B /' j .. B 12`O.C. T'�C SCR=hs 0 9"O.C. a i r--n ;i .18"�r i� 1 r , �i I'•."'Fl., OR 1/4.0-2C S.S.M.S. ! CJNGR=TE AhC^tCRs 7 i"�/ r'1{,314"S .S. Ii f, t ;; ,I tj4, e• t_fla•o-zw/x-ss us vi/N'JT 0 9"O.C. (SEE SCH'cTA!'F.Ch 1 .2/ k'- 0 9"O.C. I UxJNG 114+-'ao trYS S"EE'14} d-1 Vit/ Jc 11aA. �:: c . 9 17"O.C. -7175 1]cR 18 I ' :.lj EUS1r.D MON SSfiJCtuRSL / J2— t" __12.00'urv::a: WVL My(cE.O:a ry / t 7 9 __ Sun IF_ ,.'1�1_ ,[� '1 ,.�� t\L{ /4" S.D.S. I AIN. f 1{x3 F.H. fr / 1 ! ` 7J. �-. A-�.LA=L ! 1 _^ONCP.ETE A`.r..i-ORS 1-4 .i. _ '\ 0 9.O.C. :i'' PoImED ca::aES ,`"� f, . t `-'SFC NO'c '{..) 'r \ i• .• r k5ocijrm ( 1 •Ol-',T-"' POURED CONCRETE- (SEE SCHEDULE ON,: ON SHEET 1 "SCE NOTE !3(b) IL/ 'rC .7O�;a•/.r"f /'_�_.... OR CONCRETE 13'_CCY. SHEE? Is) POURED CONCREfE_'�', 0`I SHEET J -A 1. 'REQUIRED OR CONCRETE BLOCK -t/•_"_"_ OFTONAL—� POURED I REOU'RED 'KEYSTONE MOUNTING INSTALLATION covcRET€ '\K DIY WALL FLOOR INSTALLATION 'L? HV WALL WALK—OYER INSTALLATION MA MUN Aso.DLSGN PRSSAL'a6x•-7a J:,t REOUIREO L wvNw SJJLTrm SPAY a-O" I J' HV RAINGUARD INSTALLATION t INSTALLATNOjE EOR COMBRIATTON 0=SECiTONa: SHALL BE E.0. -EDGE D-SMICE REI OVABLE ENN MWPERFORMED T-SEE SHEE 4 FOR TYPICAL SHUTTER (SEE SaEC1FICATONS ON SHEET 13) ADJACENT TO AN OPERABLE EXIT c SUM1rARFOR ONS OF USE ASSEMBLY OR ENTRANCE BLADE CON SHEET 19 INSTALLATION DETAILS W,/ -1) H V B LA D E 2-MOUNTING SECTIONS CAN BE COMBINED w ANY WAY To Burr ANY JNsrA13ATbN. FLORIDA BUILDING CODE(Nan High Velocity Hurricane Zone 44xa`�R A;•?rlC(jj!f. 2015 EASTERN METAL SUPPLY, INC. v.cErlsF' `'��'- ._,.= BERTHA HVTh, - [Ti L ECO N t. A S S A Accordion Shutter System ■ ■. ■ . FAV.aADE#1 W/OR W/0 H.V.WINDOW BADE • tr'/'f '�J ' *c American Shutter Systems xsLTRPnax awn DRAWN 9Y; Ml �S TILLIT TESTING & ENGINEERING COMPANY c'• TATE OE :�` SM N.W.36th.SL,Sta.X5.M=WA r:ARDTR5,Fl OROA 3316 Association, Inc, t OCD s1-192 s/ta)T5 DATE SJt sJ1s Phone:(305)871-1570.Fax:(305)871-1531 4258 Westroads Drive 2 /,�L n \ �� a man:tTtecooso mm West Palm Beach, FL 33407 3 DRAWING No WALTER AEB-�OLL719 P.E. 4 1 5—'085 P.E. StALf pI�iNAl1RE/DATE Fla Dn a=.A ss,fi7 s SHEET 6 7 OF 20 SEE END WALL CONNECTION DETAILS ON SHEETS 10 & 18 S---NOT-tS ON LCQCi'IG PODS Q W LCCKS 20 V ASD 0 ON SHEM-r 5- t i RLAH SLACK 0E.Al VF IS VAU�,Foi A'- 170 u I 7N z, TING GLASS INSTALLATIONS W1 M HV ALTERN47E HN LCCX BLADE W/ HV CENTERMATES MMLRWES)k'F:UCA-ION 6-ACE0 (2 21 OR SEE END WALL CONNECTION DETAILS ON SHEETS 10 & IS--! T7' II (5063-T'ALLOY)ALUM. ANG,E W/(2)1/=0 TA.-CON 1/2- OPPOSING SYMMETRYCAL A1-CAIRS TO CONCRETE (rcp/EOTTGIA)& CENTERMATES ARA-I CENTERMATES MIN. S--- 01, '10.3/4, 0 12, W/ HV 1_0EK�_--, '2 TO GLASS sm-S. TO TUS:F I O.C.FIJLL LEW3�.-. _/_WV LOCK 01�.'--5 (S-E SCHEDULE A`EACH_'G,p (T'.) 33 1 N 1&7 k 01 - L C3) -0 C, -C2) OUT H V B HVQ HVA Qas©a�a© ©u _--EKSTING Gi ASS POUND CONCRETE OR CONCRETE BLOCK yhk-_L 0. !Z.EQIJ F_ 6 6 Ex SrING I@. SYMMETRICAL N -PARATION E;Ss [ I V. S C EX N, TO GLASS -E S11 � CENTERMATES U6 SCHEOU G TI (SEE LE OPTIONAL @ax 19 a @ 014 SHEET 11) WIN. SEPARATIO!, _SMEROR) J -Z---- To GLASS C3 - (SEE S"" LE LIN I ------- 0"1 SH'FE. 11) 0. T_ 9cat"CRIT-11 L-0-4 mss k'ICHO'IS C �jj O.c Cr r VARIES RIES C3) 90 , 2 r9 OUT � 1/2'MAX. STACK OUT (E)(-EROR) HVE HVF** HVQ FLORIDA BUILDING CODE(Kon High Velocity Hurricane Zone,' 2015 EASTERN METAL SUPPLY, INC. . BERTHA HVTM ..... ...... E Accordion Shutter System /T1L7EC0im-- \ A,S.S.A, KV BADE#1 W/CR W10 H.V.WNDW RADE American Shutter Systems iEV.t4 DESCRIPTION I DATE DRAWN BY: N.L TILLIT TESTING & ENGINEERING COMPANY 4/13/15 DATE: 4 $3/15 Association, Inc. I OLD 11-192 :Q:4j 5355 N.W.36ft SL.Ste.X5.VLRGM WDUM�IDA 33 STATE OF Ph— (305)871-1530.Fax:(305)871-153I 4268 Wastroods Drive 2 DRA.WiN No _­;];Ult-0.01.— West Palm Beach, FL 33407 3 "Z 0 R VD�' EB- 6719 15-085 WPLTER 000 A.TILLrr J.P.E 515 1 SHEET FLORVA U..j 44!67 P.E. 'Q�AVWIDATE 1 8 or 20 ALTERNATE INSTALLATION W HV "T" LOCK0. HV MALE FEMALE "T" LOCKS CENTERMATES 8 R & LOCKERS W 1 HV BLADE SE END CONNECTION DETAILS ON SNEETS-10 & 18 INSTALLATION M HV BLADE OUT IN I °`S"`G W/ HD CENTERMATES (�l GLACE QSGCN O7N_h.F.k:OMTD CM1 SNET 9, AS NEL.AS U.Y.VM-FLMr.NG BIAOE(3)DETAt FI'Sr4VD. ©���©•OO°•BO=AlO•�9 I.�fI,TFD CN THS SFE3.4AY EE LSD NTH rF9 AL"%ATE I i0•®°©•�©.®„ 16'°a'o�DETA�91 VOWN IN n(s SHE,:r. SEE END WALL CONNEcf1oN--- • I ©-OO •®"©'O'�' DETAILS ON SHEETS 10 h 18 i 2.02-.,4-v^.-] / (sGx-To A:.LcO I1L1. i .:.:='%(z),/••,rsT:crl "�•® i-` 35*) I ( 38�*-- A•:CNCR9 _ (raP/ec:a+) ... .. — __.... ... .. .. ...____.———_.. _.. _.__ ,vl'ctv:. (•;f•mr/z-s.Ns.+o rr-El F'N%.31A's.os.el. ___—. _ .._.____ _._. _._.—_IN.. ---__ _ A-EAZi A:c=.(Y') 1 i .( �C illlL L\4��. 3�`) / * n L I N J (4)H.V. __ _ _—_ (4)F.V. Fi I 30 HV T Pias(r. r\I - Plus(r.?.Y 5 I "( 3 LOCK (INSIDE) '"" 1 's(e ---- .. o F/• _ . . (��s.p _ (�e sc�re�au `\ ' -- 1-- ----- . _ 1 O I i- 2829 - 1 1 f3 ms's/Orf Z]%e• 5/6 ( % � .1 5 35 IL 31 OR 32' 31 Da 32 31 oa 32 `-31 m J Lur C �' 3* O O O * # --- Q 1/4' 0-20 x 1 1/2" S.S.M.S. � 35 -"- (cFrrNAL) see NDr=9.:R tre LOC!t®, N// 7/8"0 x 3/32" WINGNUT. (casowo HDB—HVB I'jUT HDC—HVC Y LOCK,Ofi sNEET 30 HV "T•' LOCK (OUTSIDE) ' 26 SYhMETRICAL HD CENTERMATES SYMMETRICAL HD CENTERMATES t S= S SM4 ALLuLvN HVG* WLR LOCK (EXTERIOR? W/& LOCK INTERIOR (2023-7]ALLOY)LARGE nINGE TN91 al(®�on 5O.07 se®:a 10•,�'�' ASW NU:xNFA'NRRPAP. r 0920. •�J«©, ©-©'• AS 11:2ED 9Y A'+OEL CI'fRiC N,PAfiS;PPEtrf,NEW JERSEY '7054 % ©•O•©aa©•O.®a C7054 OR EQUAL _—___.—.__ ____—_ ___.--__ �._---�5.®�©•®�©.®R . -- ----- ---- .Q *SE LAOIS.1 f -G m./sQ d ND®Lax cn 51EE1 s Wp w DVDE()CgT Nao-w.D s wL'O IaR Au cY.YrEFVATrs,mxxnaa NTRI CaA;E 10 HDD-HVD** FLOATING STACK 1.11.. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone (3 N.Tits/T ij��i O 2015 EASTER`)AFETAL SUPPLY, INC. '.�cENSF BERTHA HVT1J :` - A IL ECO ,N�. S S A Accordion Shutter System ■ ■ ■ ■ KV. BLADE#1 W/OR W/o H.V.WINDOW BLADE ! -3/rJ `'t American Shutter Systems .N DESCRIFnaN DArE DRAWN BY: N.L ir- TILUT TESTING & ENGINEERING COMPANY TATE OF Association, Inc. 1 OLD 11-192 4/13/15 DATE, 4/13/15 933 N.W.36U.SE,St.305,VOWNIA GARDENS,FLGRM 3316 ��;. Phage:(305)571-15M.Fa.:(305)871-1531 4268 Westraads Drive 2 DRAWING No \ ��� —1:cltKaaaal-M West Palm Beach, FL 33407 3 EB- 6719 WALM a T IT Jr.P.E. 4 15-085 P.E. SEdtfS'I�NATURE/DA"E "aRDAu`- 3`1" 5 SHEET 6 9 OF 20 r--�?OARED CONCRETE OP. •/ •`�� _ - -POURED CRETE �:� __ POURED CONCRETE FCUR_°C CONCRETE CON / / / OR CONCRETE OR CONCRETE __ : : OR CONCRETE - CONCRETE RLOCK I c - ---/ ELOCK iYAL'RE071RED -_/a _----rTi'"- BLOCK NALL REQUIRED '� � .•: / // REOU'REO I i i � � BLOCK M7AL_REQUIRED I T___ �\% / � .`•; ` ` -E%'snNG Gross( Y ; / -7rti3TNC GESS I CONCti7. /NiC^OR-.} /--ExisnN6 EMS TING/ � -- --7 j , / `` /f -� / / 'e'ASNi�/ EiNG GLASS 15' . 1 TO MASS Asti.SENA ATCN / / S.7-' SFE Ct.`SEE // i 14N.SQA=ATICf; /l I I % I VOL Sr?AP.TiLiN -a ros(SEE % 1 FOR aAOE ) / aAs<(SEE i 10 CUSS(SEE c/" ON SHEET 1/16-z3"M.LK.--. �.^,ni 9c T 19 FGR / `-EDLLE°N SEER i 11 FOR BLADE 1/`L7 ) \. O ® i �7 FOR aA:E QANO I -_-1 i FOR BLADEQANC (EO63-T6 CONT. BLADES t & D'I%IET 19 FOP. ALUM. CLOSER :i CYJ S-.c T 19 FOR ,/2• (LOCATE A �1(� - - _ / CPi SF'FTE 13 FOR EITHER SIDE\.7� �. E1.;T�ID&Q PLATE. (LOCATE 1/2"L� \ � ' \ i BLii5 0&Q T—'- Oc�i AT Ert,HER SIDE MIV. _ ' f --_ 5 7/2-"Mi N- -__.—.� OF®) _ I 1 ^USE 1"OR 2.•A'.l'<. I L S I MID #1[N 112-S.ALS.-i I ( ?S APPLJCA8LE)x2"si/E•z7•-`e'rK - __ i... ---_.. #1^x i/2• O 16`O.C. --- -."J ALUMINUM CLIP ANGLn ! a 1E"O.0 -----%` -- A (6063-T6 ALLOY) AT MiDHEIGHf ®� i0.1/2"S.M.S. TO(D& i -- a-• 1 I (2)1/4",1 TAP-C:) •VS ANCHORS TO I SPALL AT I"D.C. (L°,^-ATE AT SEE OE1A:L X FOR: I V.Y DR ®��� FiTHER S!DE'OF 04) OR 02 � i OR ' SIDE CTO TF, Ahi V d l < i SE CETAIL%FOR O OR ®� 70 TRACKS a _� �-�•_ i S10E CONNErTVI �_}, } ©v,®„©. 7Ox.®o�0.p: SE DcTV'_X FOE' 141.,I ©R�o©•OLm,O 10•®°i TO TRACKS J ©a'L7n,8 w10•®” i 10•®"©' •©c' S19E CONNECTION TO TRACKS I`ll 10•®`"©•('J"©'©" io•®=p•®�©.©v 1o•®„p•®a©.©m —Ofi •7p.©a©•02 •®" -.p.p.pa©.p.®� END CONNECTION DETAIL 3 END CONNECTION DETAIL 4 END CONNECTION DETAIL END CONNECTION DETAIL 02 O O ?. REQUIRF-D ONLY FOR SPATS GREATER THAN 12•-0" --POURED CONC-ncT_CR / - EX:S i1NIG -'Cx!S-INIG G1.a:i / CONCRETE BLOCK VIAL i GLASS is /� � i •' � REQ JiRED / % /I -- -- / / MJN..c?ARAT,CN ' �•�F'/Z�E'.A1. III ------- '�____--__" TO GLASS(SEE j 0 .C- Ar,N.SEPARATION DJ• __-_ -.._. �i !•�- ©OR®OROOR SO-;EDL'LE ON S-ZET • i ''� '1 FCR.HPCE(DNO CONCRETE �., I/2" hl Pi _?cC.: E�yO CLASS(S T .,-_______. ,t .__.._._ _ ____ / CN 9iEET 19 ECP. ANCHOR Fi _.. _.,� -_ 11 FOR 61OE Q)AND -._-_ ___...i _. ...... _ QOR130ROR� .._-......._, EQP::ES 1O& 12' O.C. ., LN SHEEP 19 FOR it .D1...P.ET_ i , 4 "AICHOR '` ,� / /EQ ) �/ BLADES Q& -_-- 1- - OR,•171 0 16' X - - 'f� v M'h / / EO - °R®OROOR i 2" 2"MIN./' 4 SEE LIMITAnONS OF USE FOR VIEW Y -- - BLADE 1�ON SHEET 13 @Oft130R�OR�OR� / f/ 5 % }/' DOR ®� PLAN DETAIL X 1Q)OR -CONCRETEOBLOCKE' NAOR LL - ©°'®�©`OO m© 10•®" `-------�- ,o•®„©•�,©•©x END INSTALLATION REQUIRED (� HV BLADE OR 16 HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL END CONNECTION DETAIL 6 O ®a® ®w® O °'®'® FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 2015 EASTERN METAL SUPPLY,INC. BERTHA HVTAI \GENS'.,✓�,.,� S�S�A� Accordion Shutter System A.S.S.A. / H.V. BLADE#1 W/CR W/0 PLV. WINDOW ME TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems E,-N DESCRUMDN DATE DRAWN M. M.L. - ' STATE OF :•C- e355 N.W.36th.Sti.5t�305.vsecvaA GARDENS.FLORIDA 331 Association, Inc. , OLD 11-192 4/13/15 DATE 4/13/15 9•• Phane (305)871-1530.Fcx:(305)871-1531 4268 Westroads Drive - z ,eF •, ORI '� a-mcl:tilteco®cal.com West Pelm Beach, FL 33407 3 DRAWING No �s`s/ONAI WALTER 0.0°°671 15-085 TILLrT Jr-P-E 4 F.E. lt'j+ VA4URE�DATE FLORIDA u�.8 4A167 5 SHEEP 6 10 OF 20 SCHEDULE #1 SCHEDULE $2 SCHEDULE #3 lfAX11AJA1 STUTTER SPAN'` "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" AAXiMUM SHUTTER SPAN*"L+" r (P.). FOR INSTA_LATiONS W/ SYMMETRICAL OR "L-" ft. FOR INSTALLATION LEGEND 'NOTES: CENTERMATES. @ & ®or or ( ) 3 "L-" (ft.) INSTALLATIONS INSTALLATIONS Y1/ P I W SYMMETRICAL CENTE CONCRET_ & WOOD (1) L+: IJAXIMJM ALLOWABLE SPAN FOR A C."/--N W/ ONE H.V. LOCK ® Or o' or & M.h\SORY POS'TNE A.S.D. DESIGN PRESSURE RATING. & �W/ UNE HV LOCKS riD LOCK i4` W/ NO LOCKIFiG RODS cr• ONe M✓ LOCK or or L-: MAX.ALLOWABLE SPAN FOR A MEN NEGATNE OR s W/ NO LOCKWG WALL A, 5: C, D, c, I.!, N, 0, F, 0, G i,^ CENTERMATES & 1';/ ONE HV 'T" W/ NO LOCK'NG RODS© As.O. D=S'�N PRE55L?=IiA1NG. 005 A MOUNTN^.. F, K & L R. 5, & 4 LOC © OT T M SEENLOCKING RODS TO? & (Sc NOT-_S 1,1O ('/ALIO FOR NO7) C (2) PROCED•JRE TO D=Tl nM:NE MAXTI.PJM SPAN FOR BOTTOM SEE NOTES CALLA SHEET 7) FLOOR/CEILING G, H, I, 11, J WALL MOUNTINGS (TOP BOTTOM) OR FLOOR CEIL'NS: CONCRETE d Yr70D MOUNTING I, U. W & X / / CONCRETE 3 Wa00 INSALLA'lONS 6 CONCRT & N! M.WDm ILWM'F� NSTALLATONS V,VCMJM GNEN A POSTN AS.D. DES'GK PRESSURE RAr As.D. a As.5.cf_o ASO.6E_CI INSTALLATIONS PRESSURE WALL ML`'!N'ING FLCaR/C=!u!IG aREmhu, WAL MOUNTING PRESSURE D•=TERVAE AW(IAI'JM SPAN 'L+" FR04 SCHEDULE. RATa+U RATwc k RATNG �oo1?/CgUNC MOUh-rlY, GN-EN A NEGATIVE A.S.D. DES'GN PRESSURE RNTING, Ma'JhTNG i7.•.L) FLCGR/rU::G I.10L?IING (P-0.) OR .:ca-) _ _ _ _ C+cv-) _ _ Ftooa nu MOur¢NG ��tt G_TERM:tiE MAX!NU!A SPAI 'L- FR04 SC:iEOUIE. L+ (.y L-(9) L+ (ft) j L-(ft) L+ (R.)...i L-(1t) L+ (ft) L-(8) V MF,Xi1{.!M SHUTTER SEAN °L+"OR "L-• F0.-< 30 rOP. LE_S 16'-0" _16'-0' '6'-0' 16'-0" 30 _ I6'-D• 16'-0" 30 16'-0" 16'-0' INSTALL TIONS INTO WOOD SHALL EE UMiED TO FINAL TAAkINilM ALLOWABLE SPAN IS EQUAL TO THE 35 _ '14'-10_' 14'-10' -5'-2•- i6'-T 35___ 14'-1D• IS'-10' _ 35 _ 15'-2' Ifi'-10' 1^5 ps`.AS.D.DESIGN PRESSURE RATING. JN_A_IJ.S1 DETERM:Nr'�SPAN BETW'=c!. -L'.-•AND •L- 40 13'-10' 13'-10' 14'-2' 15--2" --40 13'-10' -10• 47 14'-2" --15--2" (3) -RGCEDURE_-O DE ER%CN= M!XMUM SPAN FOR _._ ......___ .._. __—... 45 13'-1' 13'-1' 13'-4' 14'-3' 45 :3'-1' 13'-1' _45 -414'_3'_ t hJ CORticR CEgiERV,�TE #3 A4.:'BE USED AT A:1 C0Y?I\AT;CNS IN BEfiEEN 7!i-LL MO'J",`i):GS 50-- 12'-5• 12'-5' -:2'-8' 13'-'' - 50 12'-°' 12'-6" 50 -- -le-3' - 13'-1- MOJ\I1NG INSTALLATIONS. LOCKIN7 SPEC,MCATIONS W/ FLCOR/CEILING MOUNi1NG5: _. _. ..._._- -_.—_ ._...___. _.. _.__ __.. .._ ..__.,_.. SHALL BE A; L`iCICATED ON 6`A,NOATUP.'f CDHDLT60". 55 11'-10' 11'-1 D' IV-i" 12'-11• 55 iv_-,- il'-1D• 55 II'-1' 11'-11' �2 FOR A GP/EN FOSrnVE AS.D. D:ST3'• FR=SSURE _ 60 11•-�4' 11'-4' 11'-7" 12'-4' 60 _ 11'-4° 11'-4' 60 10'-2' 10'-11' NOTE r,'' SHEET'' RATING: 1 ---- DETERI✓IN=: 67 10'-10' 10'-10" 11•-I' 11=11" --- 65 10'-1D' I I0'_1D• 65-- c'--5' 10'-`" ._--..__. :....._...... .--_ __- ._. _ ._ __. LI+= MAX. SPA', FOR WALL MOUNTING I11STALIT!0^3. 70 10'-6" 10'-6" iG'-9" 11'-5• 70 ;0'-6' 10'_5• 70 -8'-9'. 9-4" L2+- AVEC. SPAN FOR FLOOR/CEi!NG MOUNITNG 75 10'-1" 10'-1• 10'-4' 1!' 75 10'-1' 10'-1' 75' - 8'-9' tt EXCEPT THAT MAXIMUM SH'JRER S-AN "L+'OR INSTALLATIONS. 80 W-10" 9'-10° . __. _... --__._ 85 9'-6' 9'-6• W-9' 10'-5" 85 9'-6' 9'-6' INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK FOR A GM`cr, NEC•ATNE A.S.C. DESI•DN FP.ESSU.r SHALL BE LIMITED AS RATING: TER 90 9'-3' 9'-3" 9'-5' 10'-" 90 9'-3' 9'-3" r CETERM 1- CONNECTIONS TO KEYS-ONE M•7UNTIN^. - N FOR WALL ATGUE1TiNG INSTALLAT.ONS. _ 95 9'-0' 8'-9' 9'-2' 5'-10• 95 9'-0' 8'-9• LI6ITTEC TO 64,-72 .0. A4- 8'-0' SPAN, SEE Lx-- MAX.LMAX SPAN FOR FLOOR/CUUNG MOUNTING _10C- _ __ .8_-4. 9•_0_ .9.-7• _ .-�.�0 _ 8.-9. 8.-4• G _ 11OLINTiNC . ON SHEET 7. INSTALLATIONS. 105 8--_7— 7'-11" 8'-5" 9'-4•_ ..105 _8'-7'__ .7'-11•_ - --110 8'-4• 7=7" 8'-T - 9'-2" 1 10 8'-4' 7• FINA_MAXIMUM AllGWABLE SPAN IS EQUAL 10 THE - -87-z -''— -e°-4= g'-'i` '15 b'--2' ''--.3- SEPARATION TO GLASS SCHEDULE MINIMUM B TWEEN "L1+ 'Lz F', "L•-'AND 'iz-" _ 120 _6'-0• V-11" 8'-2• 8'-9' _120 _ 8'-D' J. 6'-11• (4).GO TO ANCHOR SCHEDULE V.TH FINAL NAXIMUDA 125 7'-1 C" 6'--8" 8'-0' I V-5• 12_5 _ _7'-;0' I 6'-8' ALLOWABLE SPAti AND NEGATNE .4.5.0. D=S!GN 130- -a'_j:e_-s_ i'- a-, 130 ,_s- —e-5' MINIMUM PRESSURE RA".ING TO DETERM'NE MAXIMUM ANCHOR _. 135 T-7" 6'--z• 7°-9' i'-s• 135 7'-i- - -sr-z:- WIND ZONE SPACING. - 140 — 7'-5' s•-1i• 7'-7• 7'-6" Ido 7•-5_• s•-11• ASTM E-1996 SEPARATION .__ V.._o_.. .7. _ _7;-3. r —145 -3 -9 TO CLASS 145 7'-3' _15G T-2' S'-T T-4' T-0" 150 T-2' 5'-7• 155- 7-0' - . 5'•5' ..7-Z'.....6'-9� 155_.... _ 7_O:....__ _5"_- 1 THRU 3 — ---._._. . ----. — _ 160 6'-11' S'-2" T-1" 6'-7" 160 6''--''I•1' 5'-2" 165.__. 6-10' 5-1' 7'-G' 6-4'_ 165 6'-i0" --'-170 6'-9• - -a'-i 1' 6'-i 1' 6'-2' 170 -61-9--- a'-11' 175 6'-7' 4'-9" 6'-9' 0' 175 6--7' 4.-9" H V B LA D E 180_..__. .6._6. 4,_8.---6.-8. 5._'-10:- _._1_80 fi,_6:'- a._8" 185 6,-5'_ __4'-6' 6'-7' 5'-8" ...185..._ -6'-5' 4'-6- 10 190 6'-4' 4'-5• E'-6" 5'-e" 190 -- 6'-4" - 4'-5• 195 6'-3' 4'-3" G'-5' -5'-5" 195__. 6-3. 4'-3- 200 6'-2' 4'-2" _.6'-4' 5'-3" 200 6'-27._. ,V 2 205 6'-1' a'-t' 6'-3' S'-t' 205 6'-1• 4'-1• FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zane ©2015 EASTERN METAL SUPPLY, INC. ``NaNN111L+11TIL 1���'''� BERTHA HVTM PIL E C O [tic. A■S■S■A■ Accordion Shutter System KV.OADE#1 w/OR w/o H.v. 1MNDOW�l10E TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems IEV. ESC DRRmoN DATE DRAWN BY:MIQY.LG. ^ 6355 N.W.361.9L,Ste.303,VIRGENIA GMOETS,ftOROA 331 Association, Inc. 1 OLD 11-192 4/13115 DATE: 4/13/15 Phone (305)871-1530.Fa::(305)871-1531 4268 Westroads Drive z DRAWING No :�rL` e-mal:chew®aol.com West Palm Beach, FL 33407 3 15-085 �' OQ• E9-0006719 a O��c•. CDR1 \: WALTER A TRU*Jr.P.E �� riiG �1 `E�DATE FLORIDAu�.9 441-37s SHEET OF 20 W N -4� OC) N z z 1. 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SHLUTER SPAN SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES ASD DaICN NEGATNE PRESSURE RATING AND A CORRE_S ICIMING 11111INTING TYPE FOR CON.," E OR CONCREIE BLOCK INSTAUATIONS (SEE GOUNTINGS E,G.&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOaOWS: POURED tbf4C!&:IF E MOCK POURED CONCRETE (A.) TO EXISTING POURED CONCRETE (MM.f'e-3 k.I) UAA9m @WALL SILL MOUNTING ©CEIUNG MOUNTING HO FLOOR MOUNTING - 1/4'0 TAPCON OR TAPCON WITH ADVANCED T:READFORM TECHNOLOGY ANCHORS,AS MANUFAC--URED SY I.T.V.SUGDIX.(k.Fc 3 ke.) SPAN ANCHORS SPACING LEGEND - 1/4'0 x 3/4'ALL POINTS SOUO-SEr ANCHORS,AS D!S,TOBLTEU BY ALL POINTS SCREW.SOLT& SPECIALTY COMPANY.(Min.rc =3 ke..) (R) kSD.DDW WQ;7?E PgESSREE RA-hG .CE9"Y IFI:UAE PRESSIBE RARG M k&L GEECN WTAW FRMRE RATNG LIST) - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CA AS NIANU:ACTLRED BY FLORDA FASTENERS D(RECr.INC.(4fn.f'c=2 ke) 30 47 50 75 190 120 160 205 30140160 75 90 ji2O 160 205 30 40 60 75 190 11201160 205 TAPCON OR - T/4-0 TAPPER,+ANCHORS AS VAN.IFACTURu7 BY POWERS FASTENERS.INC.,AND DISTRIBUTED BY ALL PONS SCREW.BOLT&SPECIALTY TA CON WITH ADVANCED COMPANY OR ANY OT4-n APPROVED LICENSED OR ALRHORrZED VENDOR REGISTERED WTTri HE AIS=RI:AN SKJTTER SYSTEMS ASSOCWRON, :NC, 14 12 ID 9 8 e 6 55 14 12 10 9 8 8 6 6 14 12 10 9 E e fi 6 TniEADFORM TECH.401LOGY (Mir_ Fc = 3 ks) 14 12 10 9 B 8 6 6 I4 12 1O s j e_ e 6 6 14 72 10 9 6 8 6 6 ALL POIh�SOLID-S[i OR 14 12 10 9. 8 B 6 6 14 12 1G 9 e 8 6 8 14 12 10 9 8 0 6 5 NOTES: 14 12 110 9 B e 8 7 14 12 1C 9 8 B 16 6 14 12 f0 9 6 B 6 6 6-UE TAP W/CA 14 12 10 9 8 7 6 7 14 12 10_ 9 B 8 6 6 14 12 10 19 8 B 6 5 TA=PER+ Ai) MINNINUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON W'.TH ADVANCED THREADFORM'r=CH40LOGY ANCHORS AND TA PER+ ANCHORS 5 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 4'-0' T4 12 10 9 6 8 6 6 14 12 10 9 8 8 6 6 14112 10 9 B 8 E 55 14 12 10 6 B B 1 4 14 12 10 9 B e 6 4.5 14 12 10 9 8 B 4 J.5 A2) MINIMUM EMBEIDMENT OF 1/40 x 3/4'ALL PCINS SOWD-SET ANCHORS SHALL BE 7/0'INTO THE POURED CONCREF.NO EIABEJMENT 14 12 110 9 B 8 6 4.5 14 12 1C 9 8 8 6 SS 14 12 10 9 B 8 6 4S INTO STUCCO SPLICE BE FERWTTE3.1/4'0-23 S.S.NACI-;NE SCREW USED SY.L'L BE 1 1/2'LING U'tiiMUN SHOI:LD Sf'CCO EXIST,AND 14 %101 7S SS J.5 - 14 12 10 9 1 B 0 6 5 14 12 10 9 8 7 55 4 *SEE aV7ATCAS G-DSc F.Y. t'MIMMUM FOR WALLS WITH NO STUCCO. EW= A 6Y 54ET 13 5'-0' 14 B 8 fi 6 14 12 1G 9 6 B 6 55 14 I2 10 9 e 8 6 4.5 - 14 8 7 4 - 14 f2 l0 9 8 65 5 15 14. 12 10 I e 65 5 35 J A3)IN CASE THAT PRIGS STONE,PRECAST CONCRETE PANETS, PAVERS OR ANY VENEER BE FOUND ON T.HE EXSR`IG W+LI.OR FLOOR, 14 8 75 4.5 - 14 12 10 9 B B 5 45 14 12 f09 8 5 14.5 3.75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE VAN S-RUCTURE BEHIND SAD WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED D4 14 12 9.5 7S 6.5 4S - - 14 12 10 9 6 75 55 4 14 12 10 19 8 6 4.5 35 NOTES A7)&A2)ABOVE.FOR INSTX-AT:ONS ON A91YL SIDING OR EIFS WTTF OR W-THOU V1-_TAL STUDS CONSULT TFIS ENGINEER. FDi 6'-0' 14 12 f0 9 8 8 6 14 12 IO 9 6 B 6 5 14 12 10 1 9 8 6.5 5 3.5 INSTALLAT.CH INTO ETFS WTI.:METAL STUDS SEE SHE 20. 14 12 10 9 75 5.5 3 14 12 10 0.5 7 55 4 3 14 12 B 6S 5S 4 3 14 12 11G B 8 6 14 12 tG 19 .B' 6S 5 .75 14 12 10 858 5 (3) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 14 12 1 8 6.5 55 3 - - 14 12 10 9 8 65 4.5 3.5 I4 12 10 8 7 5 3.5 3 - 1/4'0 TAPCON OR TAPCON WITH ADVAICED THRENFORM TECHNOLOGY ANCHORS.AS MANUFACTURED Er I.T.R. BUILD A. I4 12 10 9 8 B - - 14 12 to 9 8 7 5 S 14 12 10 9 75 5.5 4 3 '- 1/4'0 x 3/4'Al POINTS SOLID-SET ANCHORS,AS DISTRIBUTE? BY ALL POINTS SCREW,BOLT L SPECIALTY COMPANY. 7'-0' 14 1Z 10 B 6S 4 - - 14 12 9 75 b 4.5 3.5 - 14 0.5 7_5S 45 3.5 - - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CA AS MANUFACTURED BY FLORIDA FASTENERS DIRECT•INC. 14 12 10 05 7 4 14 12 l0 9 7S 55 4 14 12 9 7 75 is - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED 3Y POVIE.RS FASTENERS,INC.•AVD DISTRIBUT=D IY ALL Polh:x SCREW BO_:&SP-eCl�'TY ib 1f 7 5.5 45 - - - 14 12 10 9 7.5 55 4 14 12 9 7 L.45J - COMPANY OR A\Y 07YER APPROVED LICENSED OR AUTHORFZED VENDOR P..EGILEERED WITH THE AMERICAN SHUTER S1ScM5 ASSOCIATION,IN-. 14 12 10 9 8 6.5 14 12 10 9 B 6 4 - 14 12 10 8 6.5 543.5 - NOTES: 14 12105 7 5.5 J - - 14 72 B 5.5 55 4 3 - 25 9S 6 5 4 3 - = 3.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON, BLUE TAP W/CAP ANCHORS AND TAPPER.+ ANCHORS IS 1 1/4'AND TACCI, 14 12 19.5 75 6 - - - 14 12 9.5 8 65 5 - - f4 12 8 6 5.51 4 - - WITH ADV4NC�THPAEADFORM TECHNOLOGY ANCHORS IS 1'. 13 95 6S 5 3.5 - 14 12 10 B 65 5 14 12 8 6S 14 12 !-0. 9 B - - - 14 12 10 9 75 4.5 - - 14 12 8.5 7 5.5 4 _ _ - - B.2)MIN.M'J!A EM3EOMTT OF 1/4'0 x 3/4'A!1 POINTS SOIJD-SET ANCHORS SE4LLL BE EMiRELY EMBEDDED INTO THE CONCRETE BLOCK.ND 14 175 . 5 - 74 11 7* 55 S 3.5 - - Ti B 9.5 4.5 3.5 - _-}- EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW'USED SPALL BE 1 1/2'LONO MINMUM SHOULD STUCCO 14 12 B 65 4.5 - - - 14 12 8.5 7 55 4 - - 14 105 7 5.5 6 i4.5 - I- EXIST.AND V MINIMUM FOR WALLS W!D+NO STUCCO. 11.5 BS 55 4 - - - - 14 12 9 7 6 45 - - 14 T1 7 5.5 45 3.5 - - 10'-O'T4 12 to 9 i. - -__- R- 12 10 8.65 5 - 14 12 e 6 5 4 -1_ B.3);N CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS, PAVERS OR AYI VENEER BE FOUND GN T.,E EXISTING WALL OR FLOOR. 14 105 7 5 3.5 _-_ I 9a 9.5 6.5�5 4 3 _ 10 75 5 4 _3 - ANCHORS SNAIL BE LONG ENOUGH TO REACH.THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SF'p!L BE AS INDICATED OV IS D 7.5 5.5 - -T- 14 i1.5 9 6 5 4 2.5 9S 6 5 4 4 NOTES B.1)&B.2)ABOVE FOR INSTK-IA71ONS ON VINYL SIDING OR EIFS WITH OR WiiHOUT METAL STUDS CONSULT THIS ENGINEER. 14 12 8 6.5 5.5 4 - iJ 10 6.5 5 4 1 3 0. I1'-0' 14 12 10 - - _ - 14 12 9 7 6_ 4-5 _ _ 14 i.5 7 SS 4.513.5 - - F2-5--95 5 - - - - 12 9 b 4S 4 7 - - 9 7 4.5 35 3 = - - (=) ANCHORS SHALL.BE INSTALLED FCL•OWING ALL OF THE RECOMMENDATIONS AND SPEORCATO`IS OF TFE ANCHOR'S MANUFACTURER. 14 10 7 - - - - - 14 105, 7 SS 45 - - - :1.5 AS�S 4.5 .75.- - - 9_5 7. 4.5 - - - - - 14 •15 7.5 6 . - - - 12 9 6 4.5 4 I (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 12'-0' 14 Is t0 - - - - 14 12 8 6.5 5.5 - - 13 10.6.5 5 4t- -_ EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: IIS BS 4.5 - _-_ - - f1 8 5S 4 JS - - e 6 4 b_ _ MAXIMUN ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E.D.TES$T,M T14E WOACAeD,REJL'CE AACHOR SPACING 13.5 95 6 13 9.516.515 4 OS 8 5 t -�- BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 1410.51 7 55 4.5 - - - 2 8.5 55 4.5 35 - I- REDUCtD SPAO:4G OHTPINED USING FA.^TOR SHALL NOT BE LESS THAN AfINRAUM SPAC,YG INCICA:�O FOR F1ACH PNCHaR EYP'_. 14 12_ 14 11.517.5 6 5 _ - - 12 9 6 4S 4 _ _ _ FACTOR 05 8 - - - - - - 10 75 1, 5 4 3 - - 75 55 4 3 - - - - ACTUAL TAPCON WITH ADVANCED TAPPER �- ss iz 9 1 6 4.5 4 r- - - 9.5 7 s < - - - - EDGE TAPCON ALL POINT SOLID SET BLUE TAP W/CAP 1J 9.S 6.5 5 - - - 0.5 75 5 4 - - - - HV BLADE OR DICTANCE T}IREADFORM TECHNOLOGY NTN.SPACING 14 12 - - - - - - 14 10.5!7 5.5 - - 11 BS 5.5 4.5 - - ED. MIN.SPACING=3' MIN.SPACING-3' MIN.SPACING-3 1/2' WN.SPACING = 3' 3 3/a' 4' 10 75 - - - - - I- 9 7 14.5 3.5 - - - - 7 5 .5 3 - - - - 1 HV BLADE W POURED CONCRETE& POURED�E CQNaRffe BLOCK PCURED CONCRETE& POURED CONCRETE&POLE®COAsmE COME Sax 1.5 8 - - - - - 11 B 5.5 45 - - - - 9 65 4.5 - - - - - CONCRETE BLOCK LRL FJl=3 I/Y IAN.ED.•2 1/Y CONCRETE BLOCK CONCRETE BLOCK AWN.F�,3 I/2'MN ED.=2 1/Y 7.5 _ _ _ _ _ _ - f2 9 6 _ _ _ _ _ 9S 7 45 _ _ _ _ HV WINDOW IAlL E0.=Y t4H ED.•}1 ANL FA•3' 14 i - - - - - A3.5 10 6.5 - - - - - 0.5 8 5 - _ _ = BLADE WORKING 3" __ +•p o.90 ,.o o.7e ,.o o.H4 t.o 15'-0' 9 _ _ _ _ _ BS 65 4 _ _ _ _ _ 6S - _ __ _ _ _ _ _ _ _ _ IN UNISON ♦ z 1/z• ost to os7 T_a 0OS 8 5 - 8.5 6 4 Z' - 0.71 - - OSi7 _ _ _ _ _ 1.56.55.5 _ _ _ _ _ g 6S 4.5 _ _ _ _ _ 1 3/4' - 0.91 - 0.4314 _ _ _ _ - 7S 9.5 6 - - - - - 10 75 5 - _ _ _ _ _95 _ _ _ _ _ 95 71 5 _ _ _ _ _ 8 6 4 - - - - _ 1 1/$' 0.35 - - - ( - 0.35 FLORIDA BUILDING RADE(Non High Velocity Hurricane Zone TIC(/T'%,, ©2015 EASTERN METAL SUPPLY,INC. `�� BENS ✓,9 BERTHA HVTM F � ASSA /TIL ECO 1 x Accordion Shutter System ��; = RV. BLADE#T W/OR W/O I'v. WINDOW MXX = �� = American Shutter Systems ILY.N4 DESCRIPTION DATE DRAWN Or_ M.L i STAnEOF TIUJT TESTING & ENGINEERING COMPANY :�` Association, Inc. , OLD 11-1e2 4/13/I5 DATE: 4/13/15 6755 N.W.J6N.Sc,see.30.5,VwGO.;(305Ns,FORIOA1-153 331& 4268 Westroods Drive 2 Phone:(30.5)871-1570.Fox:(JO5�71-1531 DRAWING No �'� O '•A, DR ���� -0:9necc000i.com West Palm Beach, FL 33407 3 15-085 ,FSSIONA�� WALT CA �1Jef67 6 SHEET P.E. 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S.5 8.5 12 12 10 8 G.5 5.57.5 4 - I- 6 E � 4 3 - 12 10; E 3 6 '4 .S3 - 12 19 3 - - - 6 6 4 .5 3 i- E 5 - - - '- 12 12 12 12 7.59.512 12 12 10. 8.57.5 12 12 9 7 E 5 12 f0 5.5 - - - E E 4.5'- - - 12 10 4.5- - 5.5 3.5- I--- --12 10 _- - - 6 .5 4 - - - 6 S - I 12 12 12 12 10 8.5 12 12 12 9.5 8 7 12 72 8 6.5 5.5 4.5 04.5 - - 6 6 4 - 12 10 3.51_ -- 5 3S- - - 12 10 - - - - 6 5 3.5- - - 6 5 - - - 12 12 12 1. 9.5 B 12 12 11 8.5 7 6 12 1.57.5 fi 5 413'-0' 12 10 - - -1- 6 E - - 12 10 - - ;- 4.5 - - - - 12 7.5 - - _6 4.5 _- - - I- 6 4-.5 - - - - 12 12 12 0. 8.5 7,5 12 12 1 O 8 6.5 5.5 12 0.5 7 5.5 4.5 4210 E15:5 -_ 7_27 - - - 4.51 - - - - 12i - - - - 5.54.5 - - - 1- 6.13 - - - i- 1212129.58612129.57.564.5729.56.5__ti 43_- . -I 6 - 12 =I - - I- - - - I_----_12114 5 - - - - - 6_- - - - 1- 12 12 i t 9 7.5 5 12 12 9.5 7 1 26 5 4 - 16'-C' 12 - -I- - I- 6 - I - - 1- - 12 - i - - I- - I - -? - 1.5- - --I- - S - --- -- 6 - - I- 121210. 8.56.54121286.55J31.`8.55.54.5,3.5 - Cl) HV BLADE OR (D HV BLADE Wj HV WINDOW BLADE WORKING IN UNISON* •B-E ULLTATgS a:RE PJR F.J47E�09 SPENT 19 t NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO'NA.L FLOOR OR SOLO WOOD SOFFIT SIIALL BE AS FOLLOWS: 3.SUOSIRA-E SHALL CONSIST OF THE FOLLOWING: SOUTHERN PINE No.2 W/C=USS(N.D.S) - 1/4.0 TAPCON ANCHORS,A5 MANUFACTUREC 8'I.T.W.B•J:LDEX W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/G=0.50(N.O.S.) EACH SECTION ON SHEETS 16&17. -SPRUCE PINE FOR NORTH W/G-0.43(N.D.S.) EXCEPTION:SEE NOTE 2 BETON. -SPRUCE PINE FIR SOUTH W/00.36(N.D.S.) -MIN. 1/2•COX PLYWDCD(1986 APA) 2.ANCREWS Ta FOLLOW 2012 PECIF AT!N FER AIOUNiNG'F-E U.SHEET 17 AND SHILL COI'75ST OF IAN SCREWS AS F-7i NOS 2012 SPECIFICATIONS. 4.ANCHORS NUFA BE INSTALLED FOLLOW9:G ALL OF ThE RECOMMENDATIONS AND SPECIFICATIONS OF T1:E ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE(Non High Velocity Hurricane tone ©2015 EksTmN MEFAL SUPPLY, IVC. BERTHA HVTM -° LL` ' 1!F!7 A■S■S.A. Accordion Shutter System zI L ECO N C. KV.a-AM$1 W/OR W/O KV.WN0(N!BLADE P.' �J^' American Shutter Systems IEV.NJ DESCRIFTION OATS DRAWN BY: I'LL TILUT TESTING & ENGINEERING COMPANY Aln x4167 " 6.'555 N.W.361L.51.,St,.305,w Hlk CJ004S,FLORIDA 3.11 Association, Inc. 1 OLD 11-792 4/13/15 DATE: 4/13/15 --rym ••, Ph..:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No * c rmun:Uft-0 1- 'Nest Palm Beach, FL 33407 3 15-085 *O• :i EB-0006719 4 STATE OF u,a WALTER A 7lurr Jr.P.E s SHEET 6 c�, gRA �� RORIfN U. 8 44167 6 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & HV.* BLADES AS APPLICABLE WALL F'N:SH MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE 1 ONLY SHALL BE LIMITED TO 105.0 sf. A.S.D. DESIGN PRESSURE RATING SEE SHEET 19 FOR MAX SPAN & -1/4.0 TAPCON AD A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 1 & A WORKING IN UNISON TA-CON 4fTd ADVANCED , i THREADFORM-CHNO�O•GY 1/4.0 TAPCCN 07 Mi."ENEIRA.1CI I �� I: .-- _..TAXON WITH ADVANCED TriRE;.DFORM TCHNCv_GY T `-- -i. EEDi AREA TO W/1 1/2'Min. PENETRATION OF T::READE7 AFFA To EVS?VG -._._— _..—__ Y EICSING ViGCO HF*E,. \ j WOCD HEADER.(SEE SCHEDULE ON SHEET 15) I MN.�AAT7: -l1GR (SEE SCHE.DJLE CV SHEET I TO ci0.5(SIE tJ l9' 1/4'0-20x3/4'S.S. MACHINE SIL-L1AE Ct;SHl • //1''Z``�JP.� SC-r.?HS Yr/ 1/4"-23 N.mS ~I- FOR BLADE':�A%D % '•: I .. ��LJ - 11 \ , i 9 12"C.C. I ON S•rE>�T 19 FOR 3 / 1'A inrz - /� i \ r EX15TiND I FFA"ES.l•& L iGLASS ` WALL_7 Ti ?J1 tt�� I I LL._JINISH 2'x4'WOOD II3 O �_ G M:N.HEADEfl fl'cOUIRED "C)OR 1Ch' ! ' "woaDF6MER REQUIRED ,1 1 P(1 t/4"0 TAPCaN OR TAPCON WITH ADVANCED I TFP.EADFORM TECHNOLOGY 1'!/ 1 1/2-IAN.SFAS(SE 1 ( iII 'GIA'S--- 1D C3lS(SEE I � S 11 i !i{. 1' i.:' Atir. PENETRAT.ON OF THREADED:.?A TO SC1EDl3E ON SFEEi AI:tJ.SEPARATION TO GLA:s ND WOOD HEADER. 11 FCR BALE IDANt-..' EXiSTNG -_-_.- ' 'it(SEE SCHEDULE ON SHEET11) lI 1 (SEEnSCHECU�On SHEET 1.) CN SHEET 19 FOP. G1SS.-- `0lr7FS:1:' P I - `-2'x4'CONT.SILL _. _ _' .. .1 .._... ._ _ ... ... _ _ _ _ `.1_ PLATE REO'C �N HV WALL HEADER INSTALLATION OO HV WALL SILL INSTALLATION OM WALL HEADER INSTALLATION —__.._ I I EXISTING ; T I NIN.SEPARATION TO -T---- --. ...-- --.. - —.'----- . Mir:.SEPAFLViCt. TO GLA<s I I �. , ) I .1 -i t----- ....•. L (SEE SCHEDULE ON HEE 1 GLASS.._I I 1 I /� EXISTING (iEF SCHED0.E ON SHEET 1) I CD ,`- 2"x4'CONE-{ MIN. SEPARATION TO OLAss 1 O GLASS- l x EX-5T LAS5 -I I1+(SEE SCHEDULE CN SHEET :1) WOOL FLA- �.� REO'0- II�'I' 1 ` I 1/4.0-20x3/4"S.S. :t '� . 1/4'm-20x3/4'S.S. 'v I MACHINE SCREWS _ MA^.HI`IE SCFENS W/ I I \ I USING 1/:'-20 NUTS II�1�I�II -'84.1 1/4- 23 nJTS O 12'-- O 12'O.C. O.C. I 2'x4'Cat" 161 -•. I I ' I [' 1` 1 .\c, 1/4"0 TAPCON OR TPPCON Wt H ADVANCED THREAD TECFINOLCGY w/ 1 1/2' 1 11•1 l i /Ali1�1 y1 1' ` •''S 2"x4'CONI. I � Min. PENETRATION OF THREADED AREA TO TAP-CON OR TAFCON WiTH ADVANCED ' 1 r ! ::! _ I 1 SILL PLATE ``-- 'i THR.=ADFORM TECHNOLOGY W 1/2' ''1 ,t •1,'1' 1/4'0 TAPCON OR Nor• 1��0,0- •-', `�C6T1NG WOOD HEADER. / / 0 'N -\ TAPCON WIT1i ADVANCED 1-SEE SHEET 4 FOR TYPICAL 1 III, t, (SEE SCHEDULE ON SHEET 1°) Min.PENETRATION OF THREADED AREA WTO FLYNOO `` 7HREADFORM TECHNOLOGY SHUTTER ASSEMBLY. -.. _IL. (SEE SCHEOOLE ON S.iEET 151 1• 1/2'M!N.CD%\ 1 :1 l WALL FlN19i EXISTIN^,MIN.2"zi' `� W/ 1/2"Mir..PENETRATION OF 2--MOUNTING SECTIONS CAN BE I STUDS® 13'C.C.MAx._ THREADED AREA INTO PLYNOOD COMBINED IN ANY WAY TO �i/2'MIN.COX FLYNOCC REQ'D. REO'D.PLYWOOD TO BE WALL FxsH� SUR ANY INSTALLATION. ®HV WALL SILL INSTALLATION tfl(ISIINC MIN.2'x4'STUDS® 16'C.C.MAX.PEO'D. ATTACHED TO STUDS IN (SEE SCHEDULE ON SHAT 15) PLYNOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH WITH SECTION 2308 OF THE F.B.C. SECTION 2308 OF THE qO HV WALL SILL INSTALLATION ♦SE UMjj�TATIONS CF uSE CF ©HV WALL SILL INSTALLATION ^eG BADE gON SHEET 19 FLORIDA BUILDING CODE(p on High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System ',r A.S. A.�■ H.V. BLADE#1 W/OR W/o IM WINDOW aADE W!A jd r./ American Shutter Systems Ly-H DESCRIPTICH DATE DRAWN BY: M.L TICCIT TESTING & ENGINEERING COMPANY :* E3v N.W.3e1n.sL,sm.las,wltx•Iw cwDO+s.ralscq 33r Association, Inc. 1 CLD 11-192 4/13/15 DATE 4/13/15 - 2 Ph—:(305)871-1530.Fax:(305)871-1551 4268 Westroads Drive 2 DRAWING No P e-rnail:t"It-0uc1— West Palm Beach, FL 33407 3 5-085 F� EB-0008719 . 0R10 .��� WALTER A TILLR Jr.P.E. 4 F. ATE FLORIDA Lief 44167 s SHEET s 16 OF 20 M11J 1 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FORI& HV* BLADES SAS APPLICABLE MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BEME1) ONLY SHALL BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING SEE SHEET 19 FOR MAX F*0 TAPCCNCR SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 & A WORKING IN UNISON I i Ta=ror: 4YTr:ADVANCED 4'z6"(M n.) IXISING - (---- 7HREADFORM rCHNO_DOY WOOD BEAM.REQUIRED. i // ! : W/1 1/2'krn.PFNETPaT.G.`i 4' 2x3 •'S S EQUACY - -- OF THREADED AREA To - S.S. 0 STRUCTURALE CEWOOD 1 BEAU !, 1' PHILLIPS TRUSS HA OF SNN \ T1 i EXISTING Wow HEATER. ' OERDFIEO 01' ,.__-- / '.•. n i Min.i MACHINE SCREWS P.EG�STER31 ENGIVIXR OR / /�/ ( _ -_ E%IS:.NG WOOD /1 I (SEE SCHEDULEON SI-EF.T +.5) / / EO--.--EQ ---- liL'SSFS OR W' 1/4'-20 NUTS ARCHITECT PRIOR TO --¢ EO-=EG c 12'D.C. SHUTTER MSTA1ATION. i //' 1 �- 1/ 1/2. -- -i P,1FTR 0.2-- C.C. 2-- I/ I I C.C.P.EQU�RED '�•; ,1 - / • '+ / __ice, .___ i- r i - 1 oR 15 1/4'0 TAPCON OR i / _____ •, --:_ . -- TAPCON WITH%VANCEO �// i /%• ----_. _DUSTING SOFT .257' THREAOFORM TECHNOLOGY J i ? :; I 3/4'Mcx.THK __ O - CF THREADED AREA , I 1 T� rED E^ // `t 4xJ/:" -EQ-:-E^ ,tz4'xl/H'COrv:.A'L O° O`aL ---- EX SRNG WOOD HEADER.. I / 1,1 c, -- (0153-T6 A LD W/ a-- D 6'O.0 , r (3)5/16'0 LAC SCREWS TO (_ac SCHEOJLE ON SHEET IS) n I 0r 131 or 15 II 1 or 13'ar 1S ECH RAFIEP.OR TRUSS. i U I i ¢}. LOCATE LAG SCREWS A ( -Exisma MIN 2%4' _--_ 1 •I ' -I I M:DW"DTH OF EX:STiNG W':07 E%'STitIG--{; HEADER REO'D MEMBER,(2'lSr. H011.Nk GLe55 EE HE"TA lOV TO G'l_'S _ OPEN HOLE AT EACH -.-- VLDTH W 2'Min. I�-_...._-_. ..__ _ c,r_ EXISTING TJD TO ACCEPT � PENETRATION OF THREAD=D .'� S _ ( (SEE SCHEOQLE CN _ _ET ,1) CAS-.- ' x 5/16.0 LAG,SCREW d AREA VAUD FOR ' , a AT CEhTcR OF TUBE. INSTAlATONS W:TH:72Ps! ItWX.A-S.D. DSAN 'GN LOAD D . I EXlAING I VIN gP;yAra: n S'-0•MAX. SPAT:.THIS SO HV WALL HEADER INSTALLATION x7E-a at(smT Gess-- iv 0.45(sE INSTALLATION IS CN_Y VALID 'U 11 FOR BaOE mMD ♦ I�iILLE g�T I FOR WOOD W/MIN.SPECIFIC W WEIFT 19 FOR 1 OR ® it FOR RADE QN.9 GPAVTTY OF 0.50 AS DOUGL. NQTE5: _--_.--.__. 9Kfi(D4© bl 9QT 19 iVt _ ._.i._.__ ... .. __. _1 I HAC6 Q••G L • RR MR sollTHERl1 PL`IE R0.2. 1-SE_SHED 4 FCR TfCAN S;Mi E,>;,EM+LY r-' I - LJ OR`7' OR EOUA_ ,I ANY WAY O SUIT A CAN EE CA70fi.° ��T.'SHV CEILING INSTALLATION --"- -- '\) --'-I— i!1 ANY NAY TO SJR AYY INSTPLLA-Oli. .- � U 1 G INSTA TON HV CEILIN L I (semOR 311* MIN. I 1 _ FRN.SEFPS+.TiGN TO C•155 .-90,EDULE ON SHEEr : I SEPARATION ... ''(SEE SCHFDU!E ON S.iEET 11)-_.._.____..- =X;SDN^u I II FRR HAZ xs < 1 TO GI/SS -... O .•t' - GI%,19 FD I 1 EXSTTlC CW-5 , RA7ESQ:d. (SEE SCHEDULE I ON SHEET)1) I I u-E.auTE_ � •I L :PN^HDR • II 3/a"iL_MR_N..._ II 1 EAISTiNGLOCATION cASs= I' ' .. F WOOD7_ FWANLIS0-3/4"WASHERHEAD DK RECIUR1 _ - 13 OR 2x5'M.N.'HOOD._ I. SCR WS® 12"o.. (AL OWED FINISH L�J it CECY.REQUIRED(NO ___ FINISH ALLOWE7i) _ --r- CGE - �2• I•-_ _.__----- --------- "- -EDGE OF DECK EDGE OF DECK' t -0—G IF APPLICABLE _.--�� _ -___ DECK IF `.__-__- _� IF APPUCAHLE c. 1/4 0-20x3/d'S.S. A PUCAHLE 1/4'0 TAFCON OR 1• =-2'�AAi:��-_ (�-�__.-__-._ :71E •1 - = PHILLIPS TRUSS HEAD I 11� I TAPCON WTH ADVANCED M'r' MACHINE SCREWS -- -- --- - ------- 1/4'0 TA-CON OR TAPCON WITH ADVANCED 1 L2'x4'CONT. TriRE?DFORSI TECHNOLOGY W 1 4'-2G NUS II{{I THREADFORM TECHNOLOGY W 1 1 2'Min. -2•MIN:---- I SILL PLATE W / / 1/4-0 TAPCCN CP.TAPCCN WnH ADVANCED TFR_ADFORM- ....L--- / / REQ•D. ��; /1 1/2•Min.PENETRATION ® 12'O.C. / 2'MSV. PENEfRAT10N OF THREADED .! I OF THREADED AREA TO TECHNOLOGY W/1 1/2'Min. PENETRATION w 1HREADED AREA TO EJOSTING WOOD HEADER. (SEE ----- = EXISTING WOOD HEADER. AREA TO EXISTING WOOD F:EADER. (SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) ♦ Sc-'LIMTATIONS OF USE FOR /1 `Vj HV WALL SILL INSTALLATION SLADESHEET 19 HV FLOOR INSTALLATION U HV WALK—OVER INSTALLATION FLORIDA BUILDING CODE(Non High Velocity Hurriccne Zone O 2015 EASTERN METAL SUPPLY, INC. �,. V\CENs� BERTHA HVTM A S S A Accordion Shutter System * _ I LE,C O N C. . . . . FLV.MADE#1 W/OR W/O FLV.WINDOW BLADE American Shutter Systems IEV. DE5=FNON MATE ORAwN eY. ML � �!/��: _ TILLIT TESTING k ENGINEERING COMPANY ASgOCIatIOn, Inc. I OLD 1 t-192 4/13/15 MATE: 4/13/15 Z •'eD-. UUUFFF Q.'96359 N.N.36th.SC,Ste.303,VIRGINIA GAROMS,FLORrA 33161 Phone:(305)871-1530.Fax:(30571-1531. 4268 Westroods Drive 2 DRAWING No -'.�c�S' C•('�� �� e-mail:G1tee00aal corn West Palm Beach, FL 33407 3 `l�```` 'HALTER A�TLLR19f.P.E. l 15-0 85 P.E. SEAL�S'I'�1 yURE/DATE FLORIDA Lit A d4I67 5 SHEET 6 17 OF 20 END INSTALLATIONS (!) HV BLADE OR WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS -2'."Y.N.W�. SWIS RECD. 214'Y�L 2*. N. /I Ai MCS pzs­"� h*-D iJUS.. LS W-JF.Z) ?'.0 kl-_� I W/I 11W ;r fR 01. v IXSl tAss 1/2'lla.aA -1/2'le'14.CU N/PiV, W ItZ CLU 0.9E FVWGCG. C." is F ALM CLMU FL�C-_T wl�-1 w w=Is aj E-:T 19 FW Mlsw Vol) cis 0.:. 016 0CF. < pp/. ;s� 11CR J-.-- ��L X"ru 1'01 OR J.�* SCE C�E:Crr.N OR -1,CR C4 Sa CCAL X F� '1:,OR TO TRk>iIS .. 11- DET� U x 31 -01 NO- TO Tpclz �Ta�. 's 1"0-0--07-C8*5-Q­ ilt ',' 1". Co07-5: END CONNECTION DETAIL ENDQNNECT10NUTAIL(:8, END CONNECTION DETAIL(9) END CONNECTION DETAIL MSMU •REWFM MY rca S IIS GI s MiOG t 14— T..N.��.Rs S V.S. G-ISS-, 1/2-.', .N1'' cis ! -'7'` 11E7WG`l /"2:tt -- -- --- T (SEE USE FOR 19 JUt 39a= 7. y > 60 :8�kz�j I. BLCE < * K 2' V > -�_4 ; 4 4 .......... ....... ...... �g 13 D<13 VIEW Meg REO'D, M.- -PLAN DETAIL END CONNECTION DETAIL SLI END CONNECTION DETAIL C12) FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone,' @ 2015 EASTERN METAL suppLy,INC. A. BERTHA HVTM \\rU,CEiNv c'v Accordion Shutter System __J /107E C 0 mc, AI.S.S.A. KV.RADE#1 W/OR W/O KV. WWOW BLADE American Shutter Systems REV.K. DESCRRMON DATE DRAWN W-. M.L TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 11-192 4/13/15 DAM- 4/13/15 EMS N.W.3EM.SL,Ste.MS.VIRGINIA GkROEMS,FLCMA 33-6E TATE tv Pl,­:(305)871-1530.Fax:(305)871-1531 4258 WestroGds Q4ve 2 —DRAWING No ZOR191" ­0: West Palm Beach, FL 33407 —3 A, 6719 TER A."TWILUT 15-085 FLcRnA Uc.1 441 57E 110 W RE/DATEE 5 SHEET 180F 20 0 1.3-C15 12 Rf� • G�NLRAL IJURATIONS AND CONDITIONS OF DISE FOR M WORKING IN BER NA (� f n FIV AD ACCORDION cM R'TFn SYSTE A G1, `/" Q 0 I Y pMSON WITH HV WINDOW RIMEAA 1.LLA4.A.S.D.DESIGN PRESSURE RANG:+110.- 110 p.°.f. r <.AIN(.5HUTfER SPAN:96• 1' I I 3.ALLOWED Y.OUr'4 :& EETS A,D,G&I. CN Si-'S 6, 7;A-T WE-LAS iE MOLSNTWGS M,O,T,U W ON SH16& 17. I 1 G� ;1 I 0 ONLY CENfERMAT=S(2 2� 4- _�j. (BOiF.W/ 4 ORO)OR NG kRE ALLOWED WrN Z7 .i i YOUR AfJS E``INCLUDED ONL A EXTER;CR�S IN�E OF E OF OPrO�IN:, 'V' �SJED Yr.EA.ENO I I I } CEN(EiIAATE. 5.(A)W W.hDOW BLADE 1© Mi STALL CNLY ALLOW A MAXI9 0=5 OPEN NGS (3.0 HOLE-)FOR F1 PER PLACE AT SPAZNGS SFCIWV ON SH-_I 4. 'L 5 Y!NAw I A s _OWED AT I I I (B)MIN.CLEARANCE FROM TOP OR 8070M EDGE C=IF//Wf:DGW e:A7E to WINDOW B1JE c u A (I I - OF ANY 3'0 HOLE FOR e SHALL BE 12'. A' k- I (C)FLRST OF,LAST BLADE COMING O"T FROM STARTERS AT ENDS MAY BE HV W.NOOW BLADE I& r� (D)HV W:hDOW BLADE I MUS 3E USED A.TERtiATE:0 A SOLD IV DLADE 110 3 5 THROUGHOUT SHU.-TER"S YADT1i. ' • I I I I (E)CMA SPALL ALWAYa EE'N�AiL�D AOJA—T7 A SOLID IN BLADE 1 AT E; ER 517E OF TEEM. SEE END i � CONNECTION /�. a 5 (F)POLYCARBONATE HV WiNDO'8®SHALL BE INSTALLED SO iY TAS FACE I • I • G-� THE INTERIOR OF THE OPENING BEING PROTECTED.HV'WINDOW�MUSr BE DETPILS 0\SHEETS;, I $'S? ONLY INSTALLED AND LOCKED USING A FV SETTING TOOL PROVIDED BY ASSA, 10& 1B TYP.J ; ?F INC. FJ1 HEiGIR. � - d;�� , I 6.SEE ANCHOR SPACING SCHECULE FOR INSTAL1A'IONS INTO WOAD FRAME z P P 44 i I �3� I BUILDINGS ON SHEET 15,AS LIMITED BY SPAN AND DESIGN LOA-3(SEE ILO-'S J 1 &2 ABOVE). 8�9 == I 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLARONS INTO POURED CONCRETE OR CONCRETE BLOCK WALT ON SHEETS 12& 13 AS LIMITED W I SPAN AND DESIGN LOAD(SEE NOTES I &2 ABOVE). (SEE PLAN FOR P.EOU?EFIET S) 8.MINIMUM SEPARAT;ON TO GLASS SCHEDLLE,PER ASTM E-1996: D H 35.—TY-i0P&807TOPJ W �i z cv L¢w @) WIND ZONE MINIMUM SEPARATION TO CLASS! DI LMIT`_0'MOTH--- - _ •L 71). Fx!s,:Nr G.Ass-- ELEVATION r O%14.S WSATOtj 71 FCR H4Cc[1 -- --'-- - �_----� Iowa,rsSiE-FCRRAx„ LA" RACES -- ... --- -- j- RU 3 1 6.2 ALTERNATI RMATES 2nt? W/(EXTERIOR ONLY) 41 AND W/ � OR 2,'(M NOTE 4 ABOVE) D G.i._-.—..`_ �1\ / -210 TYP. SIMM CA-CENTERVATES r.1' 2� �� / : ' W/(24 0R Aho W/D''�(SEE NO-4 ABOVE) PLAN TYPICAL 1) HY BLADE WORKING IN UNISON WITH HV WINDOW BLADE a SHUTTER* N.T.S. ,,TunllNuu7•fA FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone A 1��AAAAAII� O 2015 EASTERN AIEULL SUPPLY, INC. •\QEN �!T'� BERTHA HVTM \\cEnr - /. A�S�S�A� Accordion Shutter System 'L E C 0 ,NC. Kv. RAM gi W/OR W/0 FLV. WINDOW T3" iILL1T TESTING & ENGINEERING COMPANY American Shutter Systems E7"•Me DESCRIPTION DATE I DRAWN BY. M.L. °' STATF pF M5 N.W.36m.u,Ste.ws,NRGNU GMmENS,FLop"331 Association, Inc. OLD 11-192 4/13/15 DATE 4/13/15 rte,• F- :`� Ph...:(305)871-1530.F0,:(305)871-1531 4268 Westroads Drive Z DRAWING Nio n is .eam z ®-ODO6718 West Palm Becch, FL 3 407 3 4�sS�'"""'"•NG\NDN` WALTER A TILLT J'P.E. 4 15-085 E. SUA FLORDA UC.#44.67 55SH1E OF 20 INSTALLATIONS W HY BLADE A HY CENTERMATES C1 ,61. 1 1/2.O.C35'THICK ' 2100C,KID., M* ASTV A-653 GRADE 4-, 'E= ;03zs" METAL STUD WALLS C-50 GALV.Sr.EL kr-7AL STLMS AT, IS'O.C� INTO 1/2' GEIMITALUMINUM /4"0 NOMINAL 2 ONS AND CONDITIONS OF USE ALUMINUMSLAEVE NERAL LATI 43Z FOR BERTHA fflW BLADE ACCORDION SHUTTER 6063-T5 ALLOY 15 SYSTEM INSTALLATION TO METAL STUD WALLS TRACII '0 _ I a'"oc'; :S.000' CRNDE SEPARATION TO GLASS SCHEDULE ASTU A-65.1 STEEL rG�'C GwM-NTz--O FAS-04ED TO;i6os I T MM "V/(2)ja.1/2-T-,<SCREWS ON I FINIS-! 39 1, VAX. A.S-D. DESIGN PRESSURE RATING: +75, - 75 (psf) NrMOR 1 E)MMOR FACE I As A.-PUCABLE 2, MAX. SHUTTER SPAN: 84� T-P-= D. WIND ZONE MINIMUM I, AsTm E-199B SEPARATION �0-- 3. ALLOWED mouvr-4G:@ ON THIS SHEET. TO GLASS LEN3,14. EX:ST'N'CLASS (S-TO LASS 4D F,--- E scqEolj�-E) 43 43 F, 4. ONLYAENTERMATE 201 W/ 204 HV LOCK ARE A-LOWED I THRU 3 1 1/4"0-200" BOLT rt 7) MUST PEN---rRATE WITH�211)ARRANGED-W' A SYMMETRICAL LAYOUT. USE OF (2)r35)(6" LONG, MINIMUM) MUST ALWAYS BE 4 4" ,-1 3/4'.6 1/4'x 0.035'FirK M7, 5 45 FiNi5,. @ s INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF0-Q� CONT.DAM SITED.Tpxx Cf%N%a'' CENTERVATE. T.. AM A-653 CTD)E 40 kG,.G-60 ED FASENED TO STUDS jWI(2)#60/2*TEX SCREWS ON I 51-�rr�� I T !OR EXTEMR FACE L.i14'V-20 THREADS 0 6'oc� BLADE SLACK DETAIL- HVF 15 ALSO VALID FOR3)q 114 I � "0 ELCO CONSTRUCTION 12 CEN TERMATE 2i APPLICATION'WITH BLADE(D PRODUCTS FAB—LOK HD 1 112 6.3 THICK COMPONENTS ASTM'A-6�3 GRADE;i, Win.G-60 DALY,STEEL .2 METAL EMS AT 0.0 ir. )s WALL HEADER/SILL INSTALLATION EXISTING FAMSH AS AFFL SCALE: 3/8- 1" 15' (Typ.TOP&.SOTTOM) -L 1 3/4'.6 1/4',0.035'T.-ir-K Mi, CONT.DAM STF-L TRACK CHANNEL. fFXISTING GLASS -653 ORAD 40 In.G-60 JASW A - z =VANIZED FASTENED TO STUDS W/(2)J60/2'TEK SCREN'S OR IISYMMETRYCAL SYMMETRYC E . AL 1,41N. SEPARATION,VAR's EM�MF�FACE t055 2" 1 CENTERMATES WZ CENTERMATES (SEE SCHErU1 Mg.. EXTERIOR ACCESS SIDE INTERIOR ACCESS SIDE -=--------- -- ----- ----------- — --------- -- ------ -- — — --—------- r-- ... ...... ---—---- ------- ------ -- - ---- 12 —----- - ----—--------- ---- -----—--- —- jyl --------------------------------- - -------- ——-----—---- ----------------- -— -—----- ------------ ------- 1(2)42+ t 10 LOCATED AT@ 121 HY 1.WER/SLL ENOS ----t------------- --------- VIEW Y 40 (5"Mir.) SIDE CONNECTION TO TRACK LTyE-)---7'E 1/2-(Ty,,)—I I L-6 1/2*VAX. SLACK (Cont.) HVA BY13 BLADE SLACK DETAIL HVF HVQ FLORIDA BUILDING CODE(NO-1 High Velocity Hurricane Zonei If loft,,, 2015 EASTERN METAL SUPPLY, INC. A.Tki 1!111' f BERTHA HVTM A.S S.Acordion Shutter System 11LIECO INC. I OR W/o KV.WINDOW BLADE M' 0 H.V.V9-ADE"' W American ;h.tt.r Sy.t.ms tEV.NJ DESCRI"ON I DATE DRAWN BY. U.L TICCIT TESTING & ENGINEERING COMPANY Assoclation. Inc. I am 11-192 4113/15 DATE. 4 1 15 azss N.W.36th.St.,Ste,WS,�jh GARDEM.FLORIDA 33161 Pt-. (305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No —no'd:ett-0.01— West Palm Beach, FL 33407 3 EFI-000671 9 .0 15-085 WALTER A.TLLIT J,P.E. 4 FLORIDA L;' 44157 5 SHEET P.E DATE 20 OF 20