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HomeMy WebLinkAboutProduct Approval -� Y v r is aclS Home tdg in „User Registration Hof"Topics Submit Surcharge Stats&.Facts. Publications FliC Staff aciS SiteMapLinks Search ProduOr USM P�c UseOY1I r Product Aooro atI Wna>Prod."or Application Search r Application:Lis f>Application Detail '� �. 'FL# Fl 189-119 Application Type Revision Code Version 2017 Application Status Approved Comm RECEIVEDrchived 0 SEP ,�3 e; x roduct M ufacturer American Shutter's stems Association Inc. SCI- 0 AU �� Address/P ne/Email 4268 Westroads.Drive West Palm Beach,"FL 33407 ST. Lucie County, Permitting (561)209-8263 bfeeley@easternrrietal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email: Quality'Assurance:Representative Address/Phone/Ercall Category: Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a i icensed Florida Professional Engineer 0 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.,Tillit,,Jr.PZ the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality.Assurance Contract Expiration gate 12/31-/201$ Validated By John Henry Kampmann]r. Validation Checklist-Hardcopy Received Certificate'oflridependence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC,INC DRAWING. 17-107 CERTIFICATE OF INDEPENDENCE.PDF 'Fi 389 119 COI AMERICANSHUTTER YST MS ASSOC. I, NC. QR6WING 17-106 CERTIFICATION OF INDEPENDENCE(1).PDF EI 389 R9 C07 AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF'INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E-1866 2005 ASTM E-1996 2005 ASTM E-330 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 0,9/18/2017 Date Validated 10/18/2017 Pate Pending FBC.Approval 10/19/2017 Date Approved 12/12/2017 Sammary.of Products FL#E Model,Number or Name Description 389.1 Bertha HV Accordion Shutter Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ) Drivg 17-- (top and bottom)for storm protection 108 Limitsof.Use.. - Installation Instructions Approved for use in HVHZ-.No FL389 R9 fI AMERICAN SHUTTER SYSTEMS DRAWING Approved for user outside HVHZ:Yes 17-108- BERTHA HV ACCORDION SHUTTER SYSTEM,PDF ImpactResistant.Yes Verified By:American Test:Lab of South Florida Inc. Design Pressure.N/A Created by Independent Third Party:Yes. Other:Large Missile Level TMD".Max span is 12'-3"for 40 psf Evatuation`Reports" positive ASD load and 13'-0"for 35,psf negative ASD load F1389 R9 AE AMERICAN SHUTTER SYSTEMS 12RAW[NG the HV3 blade w/o window blade,S'-2"for.11Q psf ASO load 17-ice. PRODUCE BiAwmmREPORT,PDP fpr HV3 blade w/o window blade and 8'41"for':62 psf,9'=11" Created—by Independent Third Party:Yes 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 wails is,79"for max.ASD pressure rating of+72,42 and 84"for+64,-64 psf.See sheet 5 for other.spans and ASD'pressures. 389.2 Bertha,HV Accord€on Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg 17-107, (top and bottom)for storm,protection Limits of Use Installation Instructions Approvers far use in HVHZ:No FL-38 Ii AMERICAN SHCITTER SYSTEM ASSOC:. Approved for use outside HVHZ:Yes INC.,DRAWING 17-107"BERTHA HV ACCORDION'SHUTTER ImpactResistants Yes SYSTEM;PDF Des-Ign.Pressure:N/A Verified By:American Test Lab of South Florida Inc. Otheri Large'missile leve("D".Max.Span is 16=0"for.30 Created by Independent Third Party:Yes. p.s.f negative ASD load depending on centermates and Evaluation Reports 'locking,rodconfiguration for the HVf blade,8'-0'for+64,- FL,389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC 72 p.s.f.A.S.D.load for HV blade forKeystor)e mountings INC DRAWING 17-107 PRODUCT OF EVALUATION 7'-0"p.s f,:for metals stud mountings.and 8'-0"for 110 p.s.J. 'REPORLODF for HV1A working in unison.See sheets 7, 11 and'20 Created by Independent Third Party:Yes respectively of installationdrawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter Extruded aluminum interlocking blades retained by tracks COMBO-(Novi-HVHZ)-'Drwg 17-106 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:.No FL3R2 R9,11 AMFRICAN SHLbUR SYSTEMS AGSOC iNC, Approved for use outside HVHZ.Yes DRAWING'17-106 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes 5YST:PDF Design Pressure:N/A Verified By:American Lab of South Florida Inc. tither.Large-missile.'Max.16`-0"span at 30 p.s:f ASD load Created,by Independent Third Party:Yes for.Blade 1 and.18'-0"for Blade 2.See schedules on.sheet Evaluation Reports 12,25 and 28 respectively tL389 Ao AE Air ERICAN SHUTTER SYSTEMS ASSOC INC..'DRAWING 17-106 PRODUCT EVALUATION BEPOR,TPDF Created by Independent Third Party:Yes Sack. noxi contact us is 2601.$lair Stone Road:Tallahassee fL 32349 Phone:'954-487.187A The.State of fforida is on AA/M employer.Copvrieht'2007-1,013 State of florida.<:;privacy-statement 3::Accessibility Statement::Refund Statement Under Florida law,emaxaddresses;Are public records.If Youdo outwentyour a-ma€t address released in response to a public-records request,do:not send electronic mail to this.entity.Instead,contact the office by phone or bytrathdar at mail,if you have any questions,ptease contact 854.497::395.-Narsuant to Section 455.275. (1),Florida Statutes,effective October 1,2012,:licensees licensed under chapter 455,F.S.:mdst,provide the Department with an email address if they have one..The emaiis 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 he made:available to the public,To determine if you are.-a-licensee upder,Chapter 455,F.S.,please dick he e pFoduct Approval Accepts. GENERAL.-NOTES: 1,BERTHA N.V,ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.O.)NAS BEEN VERIFIES}FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(6th EDITION)OF INE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTERSYSTEM SHALL.NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONE& TA DESIGN WIND LOADS SHAD.BE DETERMINED AS PER SECTION 1626 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED.BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF Ii/�/^�UNTEN 1^r S BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (&S.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11"THRU 15, t4.&20. IN ORDER TO VERIFY THE ABOVE.CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10"SHALL BE FIRST"REDUCED TO A.S.D.DESIGN WIND LOADS AREA '1': FIV- J,�D„S C71 BY MULT,PLYiNO THEM BY 0.6:IN ORDER TO COMPARE THESE W/MAX.(AS-D)DESIGN PRESSURE RATINGS-INDICATED ON SHEF,TS t i THRU 15, 19&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.CD.,AS TESTED:WERE NOT OVER STRESSED,A 33-R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS 1M USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CD=1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD RAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 16ML2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICALVANDOW SLADE&WINDOW DETAIL -HV"BLADE(D 10214,01-03,_#0715.01-03,11004.01-05,#1214.01-05,00317.02-06,00609.01-110 AND 00210,01-11 AS PER TAS 201,TAS-242 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA ?' HV BLADE(D AND HV WIN(,M BLADE AA AND E-1996 STANDARDS(MISSILE LEVEL.D;WIND ZONES I. 2&3)&#1220,01-10-AS PER TAS 201,.203&203 PROTOCOLS LARGE MISSILE: (WHERE APPLICABLE) -HV WINDOW BLADE Q#OSO&OI-DB AS PER ASTM E-1886 AND.E-1996 (MISSILE.LEVEL D,,WIND ZONES 1. 2_3)BASIC PROTECTION ONLY AND#0725.01-88 AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION& NOTES ON LOCKS -SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2:HV BLADE(2)AND HV WINDOW BLADE Q ARE ENGINEERED TO WORK.IN UNISON WITH EACH 07HER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET t9 INSTALLATION DETAILS G-M. CONCRETE/BLOCK SHEET 7 C£NTERLtATE DETAILS HV SHEET 8 3.BERTHA N.V.ACCORDION PINS-(HV SCREWS);USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE#142.75'AND#14x1.75'"RESPECTIVELY,.410-HT MINIMUM SERIES CENTERMATE ALTERNATING DETAILS HV SHEET 9 STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH-AND 180 kat TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV OACROSHIELO COATING SYSTEM AS MMUF'ACTURED BY APPROVED COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION,PINS MUST BEAR THE HV'MANKIND ON THEIR HEM, END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 -4,ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATIONALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3, MINIMUM YIELD STRENGTH FOR 6063-T6-.ALLOY IS 36.0:ksi AND.35.7 ksi FOR MAXIMUM:SPAN TABLES SHEET t i 6005-T5 ALLOY:. - ANCHOR.SCHEDULE-'CONCRETE& BLOCK SHEET 12 S.ALL SCREWS.TO;BESTAINLESS STEEL 304 OR 316 AISt SERIES,OR CORROSION RESISTANT.COATED CARBON STEEL AS'PER'OIN 50018'WITH 50 ksi MIN.MELD STRENGTH AND 90 ksi MIN.TENSILE STRENGTH; ANCHOR SCHEDULE- CONCRETE-&BLOCK SHEET 13 - AND SHALL.COMPLY W/FLORIDA BUILDING CODE SECTION 24102.4, ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 6.BOLLS TO BE ASTM A-307 GALVANIZED STEEL,OR.AISI"304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR.SCHEDULE- WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR.SPECIFICATIONS HV BLADE d 12,13,14;15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 INSTALLATION.DETAILS S-X,WOOD SHEET 17 HV BLADE(D&Q WORKING IN UNISON: 12, 13& 15 END CONNECTION DETAILS 7-12 &X„WOOD SHEET IS S.THIS BERTHA N.V.ACCORDION.SHUTTER SYSTEM BEARS A U.S.PATENT#6779,582.COMPONENTS OF THIS APPROVAL ARE COVERED;IN WHOLE OR IN,PART BY U.S.' PATENT $5'458,17$:ISSUED TO EASTERN - METAL SUPPLY,INC. AREA_3: HV WINDOW BLADE$A ONLY 9,IT SHALT..BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER 15 TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO'SEAL/CAULK ALL.SHUTTER COMPONENT EDGES.WHICH REMAIN,THRU FASTENING IN.CONTINUOUS CONTACT WITH THE:BUILDING TO PREVENT WIND/RAIN INTRUSION, TYPICAL SHUNTER ELEVATION SHEET 19 10.EACH UNIT MUST.BEAR PERMANENT LABEL IN A VISIBLE PLACE-WITH WARNING NOTE:DURING PERIODS OF:HURRICANE WARNINGS HOME OWNER,TENANT, OR OTHERS,MUST PROPERLY.CLOSE ALL IN AND NO AREA 4: KV WINDOW ELADEl l J ONLY CENTERMAXFS-AND ENGAGE OR LOCK ALL HV AND HD.L)CKS. -" 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709:9:3 OF FLORIDA BUILOING CODE.ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709.8:2 OF THE FLORIDA BUILDING CODE.. -- - - 12..BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS.ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE.JURISDICTION WHERE PERMIT IS APPLIED TO. 13.(a).THIS P.E.D.PREPARED.BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC 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 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 LS"THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E:D.WILL BE CONSIDERED INVALID.IF ALTERED BY ANY MEANS, (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR'ARCHITECT WHICH WILL.BECOME THE ENGINEER OF RECORD(CO.R:7'FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE-'P:E.D ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P'.CO.ENGINEER SHALL.SUBMIT 71 TH �EATTER THE SITE SPECIFIC DRAWINGS:FOR RENEW: (e)ORIGINAL P.CD_SHALL BEAR THE DATE.AND ORIGINAL.SEAL AND SIGNATURE OF THE.PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA.BUILDING CODE(Hon High Velocity Hurricane Zone '. Ft" A. �� 02017'TLTECO,,INC. 02017 EASTERN METAL SUPPLY, INC. i +s 4' 6, BERTHA HVTM $A h Sutter =L�""IM A■��SAIIIII H.V.AMAXc1 W/dion OR W10 H.V.WIN afiDEm �f j�� AmBricdn Shutter Systems Lv IN DESCAWFIOR anTE aRAwN BY. La T f Re COMPANY TILLIT TESTING & ENGINEERING Association, Ine. OLD'15-085 7/27/t DATE' 07/V/17 ,� ons".Lav,.Stu 30s NRGN4 DARaO s as mA s31a 4268 Westraad3 Olive z Phone;(305)871-1530.-fox:(305)671-1531 DRAWING No i Ft_ o mol•blteaogool.— West Rolm Beach, FL 33407 3 ER-0006719 4 17-107 ',V 4V''J7y{i At 'k Lit WALTER A,-nLUT Jr. E, FLORIDA UP:1 44167 5 SHEET Tp,* E S1 iLt7�Si�NA�'t}REJDATE e t OF 20 p clb SDR Wnww BLADE VARIES 1 918' max, 1 0' os ff Ir e x:371' I n�Q• 1--..._._ a.385' 10 HV SOLID BLADE "• 75 y3OO5 HV 90',1$0' STARTER HV UNIVERSAL FLOATE.a. COVERED UNDER US PATENT {f 5458179 " QUALIFIED FOR USE W/ QUALIFIED FOR USE W/ HV BLADE D F_LY_I)IRE_CT MO NT HV BLADE 01 CA)—HV WINDOW BLADE* 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W HV 6063-T6 ALLOY AND TEMPER "SEE LIMITATIONS OF USE OF BLADE ®ON SHEET 19 BLADE 6063-T6 ALLOY AND TEMPER 1,50 6063-T6 ALLOY AND TEMPER •373- 1- j12�4' 085• 2 q ,67 0' " 3.556•.. 7n (TYP,) `? .670' .994' .000' .670' 2-226• - o o 072q. 642 o 4:897'. '.O.072 .. n 0.072 "•"'-'" .." 0.0 z O HV ADJ. ADAPTER W/LIP 4 ' 125 N S -}.17; .226' OUAI:IFIED TOR USE W/ HV � -�•920 j. BLADE 1 `�J HV WALK—OVER TRACK H ©HV ADJ. FLOOR TRACK QUALIFIED FOR USE V// HV V TRENCH TRACK 25s .6063-T6 ALLOY AND TEMPER 3.750" QUALIFIED FOR USE W/ HV BLADE I OUALIFIED FOR USE VI/ HV 6063-T6 ALLOY ANO TEMPER BLADE BLADE t�ONLY. � HV RAINGUARD 6063-T6 ALLOY A O'TEMPER wl VAWES °r� 1.93. 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE w/ HV T 1.915, o BLADE(1) Max. VARIES 1.936• 60637T6 ALLOY AND TEMPER 0 1.917 . a o ox. x..083• .� _083• m r O83' c 1 m .093, .093' ol= -- .I00n .125' - - 0' o -< 060. .060' ..060'o 670 , All 11 o .1 ,A7�A hpl 670 1.686 I 0-TA 670 I - — 3.5 •. _ i .3.529' 1 1670, 11 HV CEILING. HEADER CZ HV HEAOERZSILL 3,529 QUALIFIED FOR USE W/ HV'BLADE(1 ONLY t3 HI) CEILING HEADER/SILL 0 LIFTED FOR USE W/ HV BLADE 1 ONLY, 6063-T6 ALLOY AND TEMPER`S QUALIFIED FOR USE W/HV BLADE 1O 14 0 WALL HEADER//SILL SEF_ SECTIONS FOR TEMPVALIDER SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEAIPER 6063-T6 ALLOY AND TEMPER BLADE(D ONLY. 6D63-T6 ALLOY AND TEMPER d(ti T 'COMPONENT A B. TT T2X Y t !' Mil X MN.Y MN.t >� 2' f 2' 0.125•. 0.062' V 2' S' 1/B' 1/e' 1 3• 3' 10.090' 1.....-. 108 2' 5'MAXI 0.192' 0.192' 1® SIDE ANGLES QUALIFIED FOR USE W/ HV ALUMINUM..ANGLES 99 2;5- 7•MAX. --I o.19D• 'CORNER POSTS BLADE 07 QUALIFIED FOR USE W/ HV UALIFIED FOR USE W/ HV 6063-T6 ALLOYANDTEMPER BLADE 1 ONLY. 1 � BLADE lO 6063-T6 ALLOY AND TEMPER 1 2 5''NAX. 0.139'10.131' 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Non High Velocity Hurricane Zona ffP1Q� •......rl ,T= 02017 nueco,INC. (D 2017 EASTERN METAL SUPPLY, INC. BERTHA H 1/TT, /�Tl�ILE C 0-1 1 C. A.S.S.A. Accordion Shutter System H.V. MADE#1 W/CR W/Q KV WNDON BLADE .� T(r TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems WV.N DESCRIPTION DATE OF/W/N BY: LC o 1ATE�� &,SS N.W.36th$6'sm.sos.HRcww c�wDERs,rtcaD.a7, Association, Inc. , OLD 15-085 07/27/17bA,E: .07/27/17 0,� �-•--`-�;� Pnant:(305)871-1530.Fax:(305)871-1537 4268 Westroods Drive 2 a-m a:tIlt..0col.com DRAWING No �^(� '� f, SEB-0006719 West Polm Beach, FL 33407 a i i �.'!��'�.. •EE��6\1111 WALTER A 1➢:UT Jr.P.E 4 1 7—107 P.E'SElr „1J�ND7Yt' c/DATE rLOR1Da u�.!441 eq 6_ SHEET OF 20 4. 660' t/.'-10 O6 CAST 4.576' r 7a z.283• FIAT l+�ul0 THFEA�ED nOUSatcF3rAVEt _ 745' ± Q.3 tJa'-20- .. 'y (2 11P$) I [u%Ep PUNTED iN17EMED MOt CAST USING V"FL 9:JCE0 PUNIER GRE55 TURN. (\ Q _ N o m - %NDa 1w17 .062- _.-...._S ^' 1i o ni,� °:� $ �"`� n- I 1.325' . o *pry' 1 �. 4. .3i8' '�j aw5S ML•+OER �eP155 CYUnOER N41. &KEYS(CHROME (CHROME PLAIM) p R07 PLATED) 2i HV CENTERMATE 's. Q, so, �r S.. - ' m''i SIV LOCK HY EGRESS LOCK QUALIFIED FOR FUSE WJ HV BLADE 1' & ONLY i 22 .�-FLOATING--C E o`.�y --J .673;,,1 OVA ItFIED FOR tfSE W/ HV QUALIFIED FOR USE W/ HV 6063-T6.ALLOY AND-TEMPER OU&IfIED FOR USE W/ HV BLADE i & 1A ONLY CENTER T BL4DE:�1 & �1,J3�ONLY. BLADE(7)& ONLY; 6063-T6 ALLOY AND TEMPER � HV ORNER QCIALIFIED FOR USE W/ HV BLADE 1).ONLY --1 230'O.D. .2.874' 60¢3-T6 ALLOY AND TEMPER- PVSTO NFAA. NL 1.756' 922" 4.045" ,32•- MO($ h m 79' 1.753r" y' t. i o U6il m' F r 825"j 360'AF(ER RNETING I R 0 o BEFORE FOYEiiNG s• M1 1/4" -20 x 3/4" 1 4"FI-20 RIVNUT* _ S.5r THU1 BSt�REW f -1� $ i. m *sEwEs s4+a ALUMINUM(zoz4-n ALLOY)LARc F[1NGE.THIN --- �-. m I SHEET NUISERT,PART 9".0820,AS MANUFACTURED 6Y AYUEL � "T" L C NTE r 1 4566' _ 8 2'. CHERRY TrMORN,PARSIPPENY,NEW JERSEY 07054 OR EQUAL PLAN FRONT ELEVATION HV MALE -LOCK E RMA7 n WV "7" LOCK 0 HV ALTERNATIVE LOCK 27 LOCKgR FOR "T" LOCK CENTERMATE Ol1ALIFlEO FOR USE W/ HV BLADE JONLY C9, HV FEMALE T LOCK CENTERMATE QUAUFlEO FOR USE w/ HV 6063-76 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FOR USE W/ HV BLADE 0ONLY QUALIFIED FOR USE LO HV BLADE W/HV.BLADE 10 ONLY. BLADE Q ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPE A . • I ;,� I l p� .3.D16115-Z 5-Z to 3' - THiJHllRN y063CYUNDER R 03 .062w KEY CYLINDER 214' 1a2 0.675'Min. O � 1.:725'MaA. 3iHD CENTERMATE W1 NO G D T ! ROD �4, o a *P QUALIFIED FOR USE W/ HV DLADE(L&. A QUALIFIED FOR USE W/ HV BLADE. 1 & 1A. 1 6063-T6 ALLOY AND TEMPER � t I flD4' '6863-T6 ALLOY AND TEMPER VARIES, 12MIN, .QUALIFIED FOR, USE W/ HV BLADE T & 1A `. a i 130' 6063-T6 ALLOY AND TEMPER a iJ{'a-28 55.qR 3J8'v-i6 _-,�fCYLI D URN AGFtAL THUMB^uCNEW'6, 11/2' T} -_ CYLINDER I (SEE DETAILS) ii LLQ OR KEY - 115' iv? -'-- ifL1.57 MfN. CYLINDER I 1.76' LOCKING RODZS QUALIFIED FOR USE W/ HV BLADE(D1,J �,tHV 3,/8"4-167 ACETAL 3 HV i/4N 0-20 AISl 304 BY REGENT HARDWARE.MORTISE LOCKS SERIES 2333 HOOK 60L7 LOCK. 6065-T6 ALLOY AND TEMPER t'% ERIE�a S.S. TNt1MBSCREWS QUALIFIED FOR USE.WJ HV BLADE & 1A � �$ INSTALLATION WILL REQUIRE-A 7/16" HOLE THUMBSCREWS -QUALIFIED FOR USE B I BLADE V O12iLLEO AT TRACKS FOR PROPER EMBEDMENT OUALIFIED FOR hh HV BLADE Qt FLORIDA BUILDING CODE(Ron High Velocity Hurricane Zane - 4,W,F.5kT�/�,�� 92017 11LTEC0,INC. 0,2017 EASTERN METAL.SUPPLY,INC. '' �~"rGEM ' j4�`z BERTHA-HVTm Accordion Shutter System AA■' H.V y1 ' �. G�r a I N.0 - ■ ■ ■ .RADE#t W/OR W/o KV.WINDOW BLADE )tE;• "f+ American Strutter Systems RCV.N DESmpriGN DATE DRAWN UY: L.C. TILLIT TESTING & ENGINEERING COMPANY ASSOclaflOtt>. Inc. + OLD 15-oa5 7J27(t WASE 07127 17 -6355 NA,36W.s: St 30$NIRWW GMDEUr,FJOROA 3314 ST�TE'0 4268 Westroods Drive 2 'fes Pnone (aos)s71 laao.Fax:(3Ds)6i,-Isar DRAWING No O 0.9 A `. �� a altvnecOETO .aom West Palm Beach, FL 33407 a 17-10T 0.9 VA � to-0006719 4 U b/••• tt',7,` FEt WALTER A.TILUT Jr.P.E. V Dp P i� FLORIDA U.f 44167 5- SHEET P.E.�SEA1C�L� 'R DATE 6 3 OF 20 SHUTTER ASSE /M ��BLY SCHEDULE FOR 3/e P � HV In HV UFY �j I 2'MIN. .LFA CE TO BLADE 4D \`.7' II E to HV WINDOW BLADE '.4I'Is'I €Aim HV BLADE 1 t :1875 -:0625 .0625' l31 (Z t 625 � o BLADE 1A 4(D@ t .BLOOE5 "4 OPENIN .0625. 1675 Y HV LONG RECESSED NYLON BUSHING I -ryo U MKNErCKLE � . 0.062CRHV SHORT RECESSED NYLON BUSHINGR1.7 OHV NYLON HAT WASHER R VQf HV WHEEL CARRIAGE AISI 302-30.3 SERIES n, 0.870 x3/16 THICK NYLON WHEEL r��� r "a 2 7/8"MIN. Nv 20OW { 375m ff CLQ m3A 0.188"0 AISI 302 SERIES S.S. RIVETS SEPARATION 0625, 3.7500' ( BETWEEN --- . � ��� BLADE -0625' f 5-3/4 HV 1 3/4"ACCORDION PIN W/ #8 HEAD * EXTERIOR L i OPENINGS ON CENTERS x 75O0• —_ .HV 2 3/4"ACCORDION PIN W/ B HEAD * ----'yL 4 47 „ ,0IT'^ �xmR E.M ON r @ 6POLYCARBONATE IMPACT RESISTANT HV WINDOW 1' I 1' BETWEEN dl HV W(N[}QW GLAD AND f ( l 3g T ( N I r POLYCARBONATE HV WINDOW. DETAIL O.OR'(9 ( ® or ®3 t EE NOTE EtlR ( ( OR i *PO YCA� R„BONATE dPACT RESISTANT HV WINDOW AEquiREMENrs) ® SAYER MAXROLON.3103 POLYCARBONATE �y 1 12"MIN.cc CE RESINS, UV STABILIZED GRADE OR SABIC * 414 l TOBLADE E o M INNOVATIVE PLASTIC LEXAN 103 RESIN y PIN REQUIRE E KNUCKLE FOR ( 1 - L J (SEE NOTE."F" ON SHEET 19). 11 � I Q1 OR, I (1) HV PIN SHALL ALWAYS BE USED AT ALL EXTERIOR t 71 /d BOTTOM' KNUCKLES OF HV ACCORDION SYSTEM W/ HV tO OR t POLYCARBONATE SOURCES FOR 44 I EXTERIOR APRAZAar RESaT FIV(1,Q BLADE. TY ICA SH R A S MaLY ,TTPION.PROPERDr5 STANDARD mug, sa...oamc • - - '.:•'NY PIN @OR L.y AT !&F18fERtr w,0x/soorx wmt . - R I IDR uewna xat 35x6,a Au>r (2) HV PIN @ MAY BE USED IN UEU OF @ AND ONLY AT euBE's KNUCKLE.IOR 1 EXTERIOR BOTTOM KNUCKLES OF HV ACCQRDIQN SYSTEM Wj HV .¢8:324' (SEE NOTE-*FOR s mrc mmm mV onz o ua 1nla ao43w"' BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. L1d8=1 ® 3 REQUIREMENTS) 1 TOW �,. y,400 PAL 9=0 air: TtP. 21 nJOULI 6 S1RCIff AT:NTMO ASPM:0790: 14500 P•J. 13.401 Ps.t (3) HV PIN (@ OR @ W/ 1/2" O.D.. 1/16" THICK S.S. WASHER 61 i ;ll nrxuau uaa us �sM 0790 sm000 a c 356:666 P u, SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. 8 I ` 7 NOTCHED¢au ASM was Is n n/i" 17 Fr-w/m SHEET SUOKE.0041fT ASTM 02845 47.2 X 64.5 S W.9 ylIHEEL CARRIAGE DETAIL MgLy POUT RATE OF�""O AM CM ``""S' C-1 G,A% N.T.S.' STu MnIOM ASM 01929 taia'f 980'F ASIM 0155 TTt54E SIR.VO4 AFIER*VAINEHN6 ASTM 858 93a2 au am a.l Q HV BLADE SOLID & (A HV WINDOW BLADE DETAILS '"s1 -s Foar"�"" 's"MS�a 8451 P" adeoP . N.T_S: '10"ffsp�iI-- 4I1� A j ,, FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone :.p�p _ 2017 EkSTERN METAL SSUPPPLYY,,'INC. Y .- \ �1r. �G IGy .,�•t' 0201]i7LTECQ,.INC.IND. B' A ■PP" Tm Accordion Shutter System . h q C) � � 1�. E C d I N c- A><S m�mAw: H., BLADE$1 w/DR W/O rev.wlinow MAX IJ 1 c, ATlnerlocn Shutter SystemsREV.N` BESCIUPOoN DATE ORAwN er: mac. ;, y Ri�ta�/ `o' TILLIT'TESTING & ENGINEERING COMPANY A.9SQC1G110n. Inc. It OLD 15-085 7/27/t DATE: g7/27/t7 L4m C '� Q /' ��}P��.� _:;.,',fi�,r_,9tA ..6355 Mw,39M,-st.st.305,NRom GARDEN',FLOROA 531' 3 .C._._ Phone 1(305)671-1530.Fo::(305)871-1531 4268 Wes#roads Drive 2 DRAWINO No U 1 0 moa:yn00000a.cnm West POIM BeOch, FL 33407 3 O . 4 UUJI 0 ca sSrQNAI, 6`E WALTER TOOILUTIJ,:P.E. S SHEET 107 01 ' FLORID/.U..I,1 44167 f31 Cwi S as P.E...si:Z1 IGNATURE/DATE s 4 O 20 „7 All: rNOTES ON HV LOCKS AND CENTERMATES: A 8 C G ' + U N 5 T U ` "L`S x`��-”I , or '.SHALL BE USED AT 1 J III °"v.3`'�"�. 1: MANDATORY CONDITION 11:ONE HV LOCH /2 OF SHUTTERBPAN FOR ANY;SPAN OR 12'ABOVE 4R B OW 2 OF SHUTTER 5PA'J FOR SPANS UP 70,105'•AND'FOR INST TIONS AT ANY ELEVATION. HV.LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED 1"Ot OR CENTERMATES W/(2) 1/410-20 x.1/2'LONG FLATHEAD S.S.:KS.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL'SHUTTER ELEVATION. Oa®« 2, IF DESIRED,FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV" LOCKI���OR MAY BE USED AS AN ANSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS,TO CENTERMATES . r ORSHALL BE AS INDICATED ON,NOTE'(1)ABOVE: LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION, ��_ 12 Ie Ugcn'W/TTyO N.V. LOCKSY• LOCKING"RODS ARE NOT REOUIRED AT 4URRICANE'POSITION, BUT MAY °R`E�.1`°+ q `q oa{i�4� 4°+5 BE USED IF"DESIRED TO ENHANCE SHUTTER PERFORMANCE: LOCKING RODS 99 OR AN ALTERNATIVE DEVICE ,Y MAY ALSO'9E USED AT STACKING POSITION (NON HURRICANE.POSITION), 3 - 4, u.unATORY CONDRiDN i2:ONE HV LOCK QIy SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN IF y3ANO INSTALLATIONS AT ANY ELEVATION: HV LOCK 2r or,@ SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK. .� 0 } ATTACHED TO�CORNER CENTERMATE W/(2) 1/40-20 x 1/2 LONG FLAT HEAD S.S.M.S.TWO"LOCKING RODS 5[51 AT TOP& 80TfOM SHALL BE USED. LOCATION OF LOCK SHALL SEAS INDICATED ON TYPICAL SHUTTER ELEVATION. Hoc-xvc, MAXIMUM SHUTTER SPAN SNAIJ BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. \7 0 ffits N 5. •ONE ALTERNATE HV LOCK 'MAY BE USED IN UEU Of HV I:OCK�Q'ar TOR ANY-SPAN AND T 8- 2 INSTA CATIONS ATANY ELEVATION.AL NATE LOCK F§MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT' � y� 2 OF 1/4-0-2O,,3/4--S-S.THUMBSCREW TO(OR @ CENIERMATES.SHALL BE MADE W/ 1/4'0-20x3/4`ALUM, xl�o-IgD_ g —Hoot wn g � RryNUT AS SHOWN ON SECTION HVE„SHEET S.ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO V y, } LOCKS AT 1/3 OF SHUTTER SPAN. L 1 �cga \f,,1 � � .� 6.'M4�RY COhDR10h is TDR KEYSTONE�jatlNDNft INCT'AI 1 eTi0N4ONE HV LOCK®or @'or 0 SHALL.BE USED A7 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP - TO.86 AND FOR INSTALLATIONS AT ANY ELEVATION..HV LOCK @ or @ or MAY 8E USED AS AN INSIDE OR OUTSIDE.LOCK,ATTACHED TO @ o.r SYMMETRICAL CENTERNATES W/(2) 1/4'^•20 x 1/2•LONG FLAT HEAD S.S. ' , .1 I\`�-4 S IM.S. ION OF LOCK BOTTOM TSHALL S COMPLETELY BEADt,N.NDO ON TYPICAL SHUTTER'ELEVATION.USE OF LOCKING RODS 0.W/ 'SEE END Q dOP '.� CONNECTION I . DETAILS.ON 1SHEETSTYP0 + *NOTES ON HV "T” LOCKS AND CENTERMATES:, HEIGHT. } OF CORNER uxlm Tmt. CENTERMATE �ONE ALTERNATE HV 7"LOCK MAY BE INSTALLED IN LIEU OF HV LOCKS OR FOR ANY SPAN AND M(9)-010 ®�T O INSTALIATION AT ANY ELEVATION.ALT NATE LOCH P Y BE USED A5 AN INSIDE OR 0 SIDE LOCK ATTACHMENT OF LOCK�INCLUDES USING REINFORCING LOCKER .AS SHOWN ON SECTION EAD SH BOLT W WHICH MUST BE 10' 5 1 1 oR CONNECTED TO CENIERMATES @ AND @1 W/ 1/4'0-20 x t 1/2'LONG S,S TtIREApED BOLT V1/7/8*0 x 3f32" . 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 le 5 . 7 a 5 �) (�aR MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS @1 TOP AND BOTOM IS MANDATORY. {ej•�a}� +GRi9•fiTa. Ao S: 1. vpa :ONE ALTERNATE'HD.LOCK(D MAYBE.USED IN UEU OF TYPICAL c 1 FIV BLADE SHUTTER ELEVATION M7 LOCALS 2 OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE NO LOCK I&NAY BE USED AS AN INSIDE OR'OUTSID LOCK.ATTACHMENT OF MD LOCK(144 TO 0 IS W/3.18 x 3/8'F.H.&&M.S..AND INCLUDES N.T.S- REINFORCEMENT INSERT Lip AS SHOWN ON SECTIONS H013-KV9 AND HOC=HVC,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS 5''',51 IS'COMPLETELY OPTIONAL 1Tir7+ri"'���•. Fl U urneN ty Q�. ,. �,�`�« ©2gI7 TILTECO,INC. L§7 2017 EASTERN METAL SUPPLY.INC: It `'�. '110ENg�•.'i9 I�.....1�1� ERTHi HVTM Q +�. ► Accordion.Shutter System ■ • ■ i I v.a w7E1 wj OR w/o v vlfTvoav:UADE 117/5).1. ^� ATT1erICetT'Shutter Systems ...R ,DESCRIPTION DATE DRnivN'Bi: Lc. /: TILLIT-TES7ING & ENOINEFUTINO COMPANY Associdtlon. Inc: I OLD 15-085 7/27/1 DATE: 07/27/17 \' G395 N.W.AGN.Sl,SIT.SGS.VG2GiN:1 CwGZHS,RCR10A 3316 13� ryA4 Ph—:(305)971-1530.I-:(305)871-1531" 4258 Westroads Diive 2 DRAWING No•':'.t�l '••..... 1 . 111 O Tal;IM...-9. m West Palm Beach, FL 33407 3 }3 „ 0 17—i 07 WALTER ATILLIT1Jr:PIE s ,.��' FLORIDAUc.:/A4197 5 SHEET P.E. SEZIS1Gf>fATURE/DATE a 5 OF 20 CONCRETE ANCHORS POURED CONCRETE POURED - OR CONCRETE BLOCK POURED (SEE SCHEDULE ON CONCREIE� CONCRETE SHEET 13) REQUIRED r1/4'm-2023/4"SS. \ REGUIRED CONCRETE ANCHORS 1 MACHINE SCREWS REQUIRED _ -- _CONCRETE ANCHORS / 1©18 - A<LS TONE(SEE NouMwO®ov SNETIt T) I'r�_ r / j (SEE SCHEDULE ON W/ 1/4•-20 / (SEE SCHEDULE ON SHEET 13) I - - i SHEET 13) .NUTS d 12"O.C. ORC4 4 f / Min. --1/4'0-20x3/4'S.S. {•j / I F y 1 l EOEO MACHINE SCREWS �' / _ ' r� 1/2.1 USING 1/4'-20 NUTS i 1 2 19 fain ® 12"O.C. I. `� / ! E.D.• ' r ..250'Max. 13 i �E 0,-/•� it' .250'MDx. ` E:0 f 250' / I I . / 114 !rE 0 rMax. t OPTIONAL _OPTIONALi MR ST'ARATION ',I,ro aAss(S¢ yIl''L SOEAILE Ri SMiET II PoRIIIAEE:IUD 1OR 11,E .MIN.SEPARATION TO GLASSEXGLASS IMALS®s TOR 1 `� I EXISTING ]---SEE SChEDULE ON SHEET 11)-' G1A55----I MIN.SEPARATION TO GLASS y 1 GLASS EXISTING `(SEE SCHEDULE ON.SHEET 11)" t t `— - cuss— HV WALL HEADER INSTALLATION I V HV WALL HEADER INSTALLATION C `— `� HV WALL HEADER INSTALLATION + KEYSTONE EXC A°S--' - 1 ` MIN.'SEPARATION TO GLASS M SEPAiUTIa+ans I ♦ '--(SEE SCHEDULE ON SHEET 11 I r $01.04 `I� I 1 OR 1� LMIN:SEPARATION'TO.GLASS I.i 'I 1 GLASS ) I I 1 tt FDR BUnE.m,vb L�: `(SEE SCHEDULE.ON SHEET I I) ' 01 SKIP IB fat 1 t 8106 CDRi� �(�cya� s EXISDNG , I ,,/> / ✓ OPTIONALGLAS 'I „ FitI ^ ~ ' t` ✓EO''` ` i2 i I (i I •;.t: I ....E 4 .'.' . ii lL4"Max. { I OPTIONAL E:O.•I / j'.t`- / I i i I , I/ I Ed I I 1 , !f { I 13 OR 15 lh I r/ /•// /'. ( ,.1 /, ! 13 OR LEO E0� f ,/ / 1• 12 OR 14, - I ( /4"O-20z3/d'S.S. i / (,!' Min: I {- PHILLIPS TRUSS HEAD �r EO EO r- 1/4'm-2023 a•S.S.PHILLIPS { �; r Qp,i t8 MACHINE SCREWS USING t 'fr CONCRETE.ANCHORS TRUSS HEAD MACHINE SCREWS 1----•-- CONCRETE ANCHORS I T 7/4'-20 NUTS d 12"O.C.. (SEE SCHFAULF.CM W/ 7 4"-20 NUTS d 12"O.C. (SEE SCHEDULE.ON S.Hf:ET 13) / r •+ POURED CONCRETE / f MSO• ORCONCRETEBLOCK SHEET 13) ORS OR CONCRETE BLACK WALL REQUIRED RETE ARCH HV WALL SILL INSTALLATION , `/ (SEECS HEOULE ON REQUIRED POURED CONCRETE_] SHEET 14) OF H.V WALL SILL -INSTALLATION OR CONCRETE BLOCK WALL REQUIRED O HV' WALL. SILL INSTALLATION E1OTF E SHEET FOR PI S a SHUTTER _ I.NSTALLATI.ON DETAILS W,/ 1-SEE SHEET 4 FOR TYPICAL SHUITFR E.D.v EDGE DISTANCE `' ASSEMBLY SEE.LIMI�TATIONS OF:USE FOR HV BLADE 2- MOUNTING SECTIONS CAN 6E COMBINED (SEE SPECIFICATIONS ON SHEf1 13) BLADE 1 'ON SHEET 19 M AMr WAY TO SUIT ANY INSTALLATION. ��/ ip FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ✓,p 02017 TILTECO.INC. ©2017 EASTERN METAL SUPPLY. INC, y = BERTHA TM O �N�. /� Accordion Shutter System /70�EcA.S,S,A■ H.V. aADE#1 W/OR w/o H.V.'WNDaw BLADE' 7,��e TICCIT TESTING & ENGINEERING COMPANY American Shutter S stems - `/-� Y EV.Nc DESCRIPTION DATE DRAwJ BN LC. OR ID .6355 0^3618 St.St6.30. wtcAw WDENS.FLOROA 3316C Associotlon, Inc. 1 OLD 15=065 7/27/1 DATE: 07/27/17 PAlme:......... (305)871-1330 TO :.(305)871-1531 4268 Westroads Drive. 2 01VaL 11�— ­61: tat 000I.—.. DRAWING No West PQIm Beach, FL 3340! 3 AAAA//II WALTER A.1TLUT Jr.P.E. 4 17-107 P.E. ,SEAL/SIGNATURE/DATE FLORIDA Lic.1 44167 5 SHEET 6 6 OF 20 . POU CONCRETE ANCHORS .let SEPAWM ♦ r , wiL 6'EPN+A1ttMl ,r i 1. CONCRETE (SEE SCHEDULE ON SHEET 13) {SQ�EA.tE W Ss2T r'�!/OR ® MSTING i 1 ,O GInsS �3 GifSS--i i s"dw tt) REOUIR ...t EDCE a -;n Kx U SRO 3 r Soto"we; ax.sTsxunw r r /r t'CN 4@T 19 i�1R , t0 GtIS. 'f 0 '"/ APPLICABLE EXISTING rv>X's>Da Q;if GLASS ANCHOR IXGtA55 - /` p r ` r i LOCATION i i t l �' /f f { I I r 1 t0a<3f4 HEX WA HER HEAD. { I I 'r � f�! DOGE OF 11 OR.1 3 OR T5 3/a YN. / TEK SCREWS @.i2"O.C. SUB IF ,Qr �''� 3/B -/ CONCRETE ANCHORS 1 r .. ,,i'f r $ �ff `f _f! .t r'r r f" APPLICABLE .{{ e'- V" 7 (SEE SCHEDULE ON SHEET 13) f%t ' , "irIi IXui STEEP^16 t 1 E �I-µ" IIf � �0 ftIr r Ef0!!' / `J%f'/y r�� / 'SI" f`rf'�f_r,,�„ /I f!{f�:'/ ✓ tf�.^!fJF?r:—EDGE DGE OF LAS Iff EDGE OF APPLICABLE E%tSTIMG DAGLASS--.-• aA APPU19t EDGE PaUrRE-t R st.PAe '.F,LiA,T,'LHLErA..D/CONCRETE `f ANCfH ORSAPPLICA'LE POURED E 0.+ CONCRLrE (SEE SCHEDULE ON SHEET 14)fCONCRETE REQUIREDS01ExOURED REOUIREFLAT HEAD CONCRETE ANCHORS " ! OR@CGNCRTE (SEE SCHEDULE ON SHEET 4)TaD* 11 TRENCH INSTALLATION ENtspaF REQUIRED D.• UD ONLY FOR UP TO +70, -75 PSF A.S.O. (B, HV FLOOR INSTALLATION O HV WALK-OVER INSTALLATION DEStGN SCHEDULE PRESSURE 03. RATIt G'&FOR SPANS PER dG HV CEILING INSTALLATION "STIMD—F---- .. u24 SEPAMIWr+ -. CONCRETE ANCHORS cUS4 Ta uAGs I s[viixtiwt _ O CsEE scHEDULsoCl� c�i stEcrfi I. -----r--�-'--^ SHEET 15) t t/4•� MffWTIAN:cU,r6 bWiN� G) ax^w+¢T uy : t I� EXISTING TECMrX11LGY OR t/4'O Pon'. �I�� 1/4' I . $ E)aSnNG^I GLASS--, FASfDiE.tsTNRPEI.A1X21095- iac (Stc awcuuAws try , . MAX..EXISTING _4 GLASS 31< ett.DmrsN5 1W GAS O.C,FOR UP TO 6'-0'SPAN AND r O.C.FOR SPx15 LARGER,HAV ,(� ABY— 4 t'J;;jypNE AT EVEAr FASTENER HFA {1 { Max { f (ITP:)anE exo E t oN 1/a` $ t + gta.3/4 HEz 1 ` : scET a Fat L&TAIlOt15 s s 0SCREHW�SD;, D/ f CONI.SEALANT: MAX. r f f i Ir :I r T 8 ,..I� f { ri:i. r f� ;!. ._.--- 814x3/4` HEX HEAD. { t - 11 3/B.1 i i e i ii fit" `1SS 1EK SCREWS t9 9.O.C, I ji4zJ/4' Z. f _- _ i t t 1 1f4" e,t /r��f "'UStNe I4 of-420 tans OR 1/416-20 S.S..M.S. i CONCRETE A14`1MORS � Y//�-- _ 6 *,� 3/ 0 91'0.C. rr.. � �/ff O t2'O.C. W/NUT®9F O.C. f. (SEE SCHEDULE ON �( .„`_ �1f2 / 1 EMM4 MM STKUCTURV, --1.7 DR 18 1/2 —�»—=_t' t7 Rf8 'SILL)TRI (DCDRATNE 1 / 2.OQ'•"IN. Id E EO, f f'f` I /. I ff ,f. "�I J ',,. ` f'• !f,'f Sp�.QF /' ®t93j04F.H.S.D.S. ki1N. "-'��➢NCRETE t 7/8' f� "a>- y; f/ f APPLICABLE .• —CONCRETE AhCHOEts' "SEe Nt7TE 13(G) }f PouRED CONCRETE (SEE SCHEDULE ON ON SHEET t POURED CONCRETE ON NOTE T3(b} ' "�`•r!- �f E0,/ ,:1 f 'f OR CONCRETE BLOCY. SHEET 14) ON SHEET 1- '---,----X J REQUIRED OR CONCRETE BLOCK OPTIONAL rouREa WALL FL06R INSTALLATION ��-y REQUIRED 0 K TO . PRE5WMOUNTING INSTALLATION. CONCRETE O HV OL HV WALL WALK—OVER INSTALLATION MAwMUM As.D.pEsxw PREssvRe.64,-7z rs MAfWUM StTUTTD2 SPAN 9'-0' REQUIRED (~}J HV R INGUARD INSTALLATION # -- —"' t THIS INSTALLATION SHALL 8E - ASSEMBLYR COMBINAaON'OF 5ECTIONS: s E.0 •,.EDGE DISTANCE REMOVABLE WHEN PERFORMED. Fs-'L!EE: CWtTA110NS OF USE FOR {-!OT FORI - ' AGENT TO AN OPERABLE EXIT INSTALLATION DETAILS W f_T HV BLADE MEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIGHS ON SHEET'13) pR.ENTRANCE to ON:SHEET 19 2 MOUNTING SECTIONS CAN BE COMBINED � - � �� G TEI �cy� pp .:,,��^ - FLORIDA @UILDING CODE(Non H'gh Veloclt Hurricone Zone IN ANY WAY TO,SUR ANY INSTALLATION. _. 1 .T',At. x - - .. CA 2017 EAuTERN fdETAL.SUPPLY,INC. 0201.7 DLTECO..INC. BERTHA HTM _ Accordion Shutter System . _____ t,L E,C G► �Nc. A.S.S.Q'. H.V.,BADE#1 W/OR W/0 HV. VANXhH L1llUE TILLIT TESTING& ENGINEERING COMPANY American Shutter Systems EH ==MOM DATE DRAWN Of. LC: Q + Association, Inc. I °Lo 15-oe5 7/27/1 DATE' 07/27/17 4(d \� 6365 KW.36U,St fits.366,trtRGWN CAR4p96,F1ACu0A x316, 4 4268 Westrppd5 Dive s. Ph-:'(305)971-1Sa0.;i z (305)D71-153T DRAWING No ,rA �" a m"i 41teeea a.com West Palm Beach, FL 33407 s 1 /��} ,OOAL V�,ljitl WALTERD-0000671A.TILUT .E 4 i X10 ' .Ii/!•A'' ALTERA lic:.T Jr,,Jr,P. 5 SHEEC P E SEAL/SIGNATURE/DATt e 7 F 20 SEE—END $ EETS 10 Is SEE NOTES ON LOCKING RODS 3®,W LOCKS Q or 0 `f INSTALLATIONS W/ t1� HV **AND.ALTERNATE„vLOCK 0ON.SHEET 1 N EXISTING GLASS. BLADE SLACK OETAL AW IS VALID FOR ALL BLADE W- HV CENTERMATES GENTERRMATES APPLICATION WITH BuDE(t} i �y � O•(�j g(��ra*I °Q _ (QR SEE END-WALL CONNECnON FEXISTING CLASS DETAILS ON SHEEIS-ig—A-111 _- ------_--------------- 3 1/4^ 7" 6 1/2" 7' - (eOBJ-Te ALLOY)uuu. {OPPOSING SYMMETRYCAL ANGLE W1 2) 1/4.4 TAPCON t/2' oR©* ntctoas TO CONCRETE CEN ER ATES CENTER ATES (TOPIBOITOM) QtOx3/4"'S.td.S.Q 72' LOCK11 MIN. CLAS TION (a)gm,t/z^s.n+.s.ra TU& i o.� NLt iENGNT. W HV 4 or 1 tpr y C ��( ` TO cuss iI (3EE SCHEDULE AT EACH ANGLE.MA4 = f * ON SHEET 11)' ' FTN * 1/2* o 2 ZHVB OUT HVA' - 1?:at�4 oA =:�7 4RL:!°A la* oa r POURED CONCRETE OR (J'''EXiSitNC.GtAS$ CONCRETE REGGK-WAIL EO C11STING� ` Q�= aP®.©cal YMMETRICAL �N. — - •�1 .L,IN.'sE Aw,tlou ( ,CLASS. *(."1oa.L.J=0°k T9• _J�G(ASS 1 CENfE� H Q* (�oa(3+ TO GLASS _ *. TIONAL (SEE SCHEDULE / �IN _ * y LOC pPNiERtOR} .�$oa-®+ oa 19*. ON LIIN..SEPARATI GLASS ON °" c.7(SEE SCHEDULE OPTIONAL, ON SHEEi'7)) (INTERIOR} r OUT n 1'ANCli RRS 0 ; 1 5 L•l-A w * - j. ` _'3 VARIES o'^ * *�ow.0 o of s 1/2^MAX:SLACK LI\;IC E'IVI�'•** HVD Ll -tCS Ji7 +(,1I�N�/Arr�.�.� i7 Y C x. FLORIDA BUILDING,CODE(Non .N(9tT Velocity. Hurricane Zone 7 P .•..... 02077 TILTECO,INC - 02677 EASTERN METAL SUPPLY, INC. RTHAHVTM '• I t7. E C 0 �.w c. iA,,, Accordion Shutter System ■ ■ ■ P v ewrE. 11 w/OR W/G RV WNM RAM R)�0 � ;' American Shutter S ems' TlLlli TESTING k ENGINEERING COMPANY � Lv N DESCRIPTION CAR ORMIIr Br: LC: 'Q \ - A$soalotlen, 111G. 7 OLD IS-085 /27ft DATE 07/27/17 +• t 8355 N.W..JGN. 5 SM.JOS.KAGp to GAHO£HS,FtNtOA 3316 }288 Westro0ds Drive 2 Phone[(JOS)871-7630.Fox .(305)871-7J31 —DRAWING No 3r1� At �G\4i+77 mo en 7F4,xcm West Palm Beoch> FL 33407 4 17-107 f0 fled. WALTER a.Thio Jr.P.E., s_ .. ._ SHEET P.E.SEALf S16NATOREjOATE FLORIDA T c:./44is7 s. 8 OF 26 ALTERNATE_INSTALLATION WtHV 'IT" LOCK 0 V LE FE "T" LOCKS 9ENIERNATLES t8g LOCKE S W i V BLADE n ENo CONNEcnOH DETAILS ON SHEETS 10 & 18 IINSTALL•�ATIO/ VUN 0 HV BLADE T IN �£%YiiAVC GtASs GLADE SLACK DETAL INF.INDICATED ON SNEEr S. r)D CEN 1 ERMATES � IN WELL A5 U—SITE T,MY @tUSE(.TWM4"IIIL.M00TE . 1 u 6• 7 a 8 d 10• tulucAlco ON nus siFO:HOW 11 USED SHEr.. ALTER"Al N I 10��,"•�.�mQ.�m "''� noN DLTaL Nvc sNowN m:THIS sNEEF. ,SF,�,, E b ', SHEE NN_EGiIO OEFAISHE£fS LS ON 10 k I8 I z•.2ztfs'.0'-z Q`�"e.'l'�p1 35 35 (6D63-T6 w ALLDT)tZUY: a .Tru ei z)t.•.r.Pton 5/6• I ( TIONA). 4* toPnoNA#i.7 ) --- -----------------------._;_-.----------------j ———— ---- NN a1/ri w 54 .I 1104/P Sms.o t2" IN AT FACN AVCLE.OYP) QC.FULL Lfl:GHE, * (4)N.K I I Pt4+is„tTYP.} 30 HV ,.T„ 1 PRrs(YP.7 s3 ' _ N��� #� 5 3 LOCK (INSIDE) (D ”"-1 5 i 28 59 1 E1 ) 1/4 — 06T 31 DR 32 . 3g 31 oat32 31 Oa 31 oa 32 . 1/4" 0-20 x 1 1/2" S.S:M.S. 4 35* �uT (OPRGNAL) �C— *SEE NOTE 6 FOR HV LOCK®: lJ Wj 7j8"0 x 3/32" W(NGNUT. (oPnauai7 f� B . HVC 'T'LOCK.ON SHEET 5: SY Q*NV "T" LOCK {Ot1T510Ej-' 2 , MMETRICAL HD CENTERMATES SYMMETRRICAI�l,�_CENTS,RORl MATES Wj (5! LOCK (EXTERIO$) W (INTERIOR) 'I'SERIFS R-A Au—Vw E—VG* (2D24-T3 ALLOY)LANCE FLANGE THIN a'17'°•A:/• f�a SHEET NUTS£NT.PART 1 0620. 10•�O°.�•@-010 AS MANUFACTURED 6Y AVDEL C-Nr MOM, OM,PARSWPENY;NEW JERSEY Q'LJ•tI,J°4O•L!,J•�°i 07054 OR EQUAL. SEE Norm DN L x"X;R0050 C MID LOG ON SNEEr 5 •—_ _ '-- — -•.-_ -- 1 .-•N•-_�� •�._— — **W+StRYL fiWSWG eV-0LQ 6EfA't HM-RM 5^.. VAUO fpR ALL 4ENTpWA16 AP,.,S W"',UD, I•IDD—HVD## FLOATING STACK A. FLORIDA BUILDING CODE(Non High VelOCRL Hurricane Zone 02017 TILTECO.INC. 02017'EASTERN METAL SUPPLY. INC. ,,, L� Et��..'✓p=, BERTHA TM a.4 '3 A A Accordion Shutter System 1 LTEO`O 1 N.C. ■ . ■ ■ ■ 'KV.Bl"#1 Wf'OR WTO'.RV.WINDOW 8I.ADE q , American Shutfier Systems EV.N DESCRIPnON.. DATE DRAWN-BY: L.C. J $ TILLIT TESTING & ENGINEERING COMPANY Association. Inc. + OLD 15-08s 7/27/7 DATE:. 07/27/1 ' 6355 N.W.35Ltc St.,Ste.305.VACHA GPDENs.rLOR A 3316 Q w_t 4268 Westroads Drive 2 DRAWING No 'LF Phone:(306)677-1536.Fax:(3DS)67t-t3yt SyONiL � '11L'A mcM-OD067 91.cnm West Palm Beach, EL 33407 a I7^107 �Y +1r+5 WALTER A TILUT JI.P.E: a FLORIDA U./44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 9 OF 20. POURED CONCRETE CURED CONCRETE ! 'tPOURED CONCRETE j OR'CONCRETE i� OR CONCRETE POURED CONCRETE DR OR CONCRETE 't ---^-' �, - _ CONCRETE BLOCK WAIL r" BLOCK WALL REQUIRED i =,j "- / BLOCK WALL REQUIRED REQUIRED ttY. BLOCK WA.L REQUIRED %�t,'- '! � /--EXISTING GLASS l !: EXISTING GLASS -�� `CONCRETE ANCHOR' EXISTING GLASS — x r,r' 2"rd EEK}SrtNq GLASS ® 16 O.C. ,/� - I F-t 1•_ �/ 7 .�' „x' _..G—— _... .1� IRAN.SLPPRA7Hiti t r i... - 2'MIN TO CiA55{SEE r T1' ) T� ISN..SFPMNt ff / MS'gN.R,�A4(SEE .t t N.N.SEPARATION `.,CIik7H1LE s 'i 10 GLASS(SEE 11 _ r t*,. t tTO GLASS it FOR SLA''©AND'. r. f. ii FOR EO7E SHEET rA. EO t I EQ%' SCHEIXAE ON SHEET 1 jl6 x3. MAX CN SHEET t9 FOR Fr II FOR BIDE O '� .i i SCIiE7XA.E ON SHEET L r t I 90 t1 FOR BLADE©Ar10 (6063-76)CONT,—••�" MADES.f��a - {{ON SHEET 19 FOR ij2' l ON SHEET 19 FOR F. ON SHEET 19 FOR ALUM.CLOSER ` j ,. t D1AOE5 m k Q�' T-^^-1- S (LOCATE AT VMIM _:�,j BLADES(,Ok PLATE. (LOCATE / BLADES(D EH' R SIOEAT EITHER SIDE I'ON� OF 5( } qp.®) i. I 4.USE i'OR 2'MAX. ! 1 L '' ___ _- F (A5 APPUCaBLE)a2"xtj8'>i4•-2"0 16"C.C. _�__ „ ALUMINUM CUP ANgL£ `` ., r (6063-T6 ALLOY)AT MIDHEIGHT(i)/4.0 T2”sNS THORS(2)Lja'm rAPQONs nncHgas rq ./ 1 WALL AT t`Q.C. (LOCATE AT11 r SEE DETAL x Fpr / QR •. ' OTHER SIDE OF(d}) 1 �R1 �SIDE CONNECTION ® t I!!! SEE DE ON 7C FOR--- }: {]R TO TRACKS � O '�� SEE DETAL X FO SIDE CONNECTION. 8 7 10SIDE.CONNECTIONa, °'. To TRACKS as• aB 1D•�. 10•QQ•4 "( ' ° TO TRACKSI .�o f0•'® 0•�"�•©m. ©.7O•©au6 .�j •�a 6.•0-04)-0-0- .00 ] •0m 6()- -0— ®•0.0-0.p"0,• ©tO 0.6 .p•0- ® parr�aC87 �n ® Opp d aCO ®� END CONNECTION DETAIL, 4 END CONNECTION DETAlL � END CONNECTION DETAIL END CONNECTION 1�E7�1L�3 ALL . . . N. _ O 4 REQUIRED ONLY FOR SPANS GREATER THAN 12'-0' /^POURED CONCRETE OR t " EXISTING CONCRETE BLOCK WALL GLASS/­EXISTING GLASS C_ REQ IR --------------- _ MIN,.SFPA4ATIW7. �: I "» 1 �f TO GT.ASS{SEE 7�M�,�4 hutL.SEPARATION 'Y �.H.....�_..__ �� / ~©pR OR@OR SCHEDULE ON SFW ,r TD GLASS(SSE ___ Tf2"MIN. SCHEDULE ON SIR_ -------- I __ it Fd?ET 19 tOR CONCRETE ._____ r` ON SHEET i9�FOR ANCHOR® , ~s. { 11 FOR MADE OIriD -y ; 1 OR i�OR i OR} 1 fQIL'ES Q&.Qa 12"O.C. ON SHEET 19 4' CONCRETE/, I r '' rJ. ANCHOR f ,I ED i I D.C.-\, »-_'-..1/2 MON: rf r" IIINi t''{ `"" - "''. ,•'� EO '. . _�. E) 'OR$�OR(DOR 2'MIN, r, MIN.,r _,...._I SEE UMITACONS OF USE FOR BLADE'L�n ON SHEET 19 i Oft�QR i 10ft T OR i 1lEs.'!T. / 5 eoR & I PLAN DETAIL X L_POURED CONCRETE oR ®a©O«O�@ iD °�•�Q•�" END INSTALLATION CONCRETE BLOCK YlALL �\ I Lpa®a�. I�.��,. 6 7 a 6 7 �t REQUIRED \ O' 1 rTY BLADE OR WINDOW BLADE INT(? CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 5DOO ��d �'�'�'©��� " NECTIO L Q�.� FLORIDA BUILDING CODE(Non high velocity Hurricane Zone 1� Q` •'•"• �^^ 92017 71LTEC0,INC. 02017 EASTERN METAL SUPPLY,.INC. '�1GEPl ��=, BERTHA HVTM ''., /7,L EC ■O �N�. A■ . �AAccordion Shutter System Itv. eu�oE1 w/OR w/o H.V.u(Nixriv MAIX � *' American Shutter Systems EV.N DESCRIPTION. DATE DRAWN Dr: L.C. TI TESTING & ENGINEERING COMPANY Association, Inc. i OLD 15-085 /27/1. DAIL 07/27/17 =��(s • /Cl 'V tQ ..6355 KW.36tH SL.'St 2105.NRCUw L�Rf DU41 H.CR A MI6 4268 Westroods Drive 2 ppone:(305)871-1530.xnz:(305)871-1531 DRAWING NO a-mw:L11«5712 cn West Palm Beach, FL 33407 s 17-107 j�t 8fS6 �rtt{ WALTER OOBL87rrfsr.P.C. 4 .FLORIDA Uc.Q 44167 5 SHEET OF 20. P.E. SEAL/SIGNATURE/DATE SCHEDULE 111 SCHEDULE 42 MAXIMUM SHUTTER.SP +" OR "L-" MAXIMUM SHUTTER SPAN* "L+" MAXIMUM SHUTTER SPAN*"L+- INSTALLATION LUEND =N-OIES+ (ft.). FOR INSTALLATIONS SW/ .5'Y .. OR "4-" (ft.).FOR R 1-" (ft.) INSTALLATIONS r}FNTFRMATES- & or t3j} or�x (NSTALLATION5 Wj P V( ( CONCRETE & WOOD (1) L+c MAXIMUM ALLOWABLE SPAN FOR A GIVEN Y! ONE H.V. LOCK or or CENTERMAT, ,r �� �'� MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. / ® & W/ DIVE HV LOCKS L_.MAX,ALLOWABLE SPAN FOR A GIVEN NEGA'E1VE HD LOCK (a W/ NO LOCKING RODS or ONE HV LOCK or or OR W/ NO LOCKING WALL A. B, C. D, E. M, N, O, P, Q, A.S.D. DESIGN PRESSURE RATING: CENTERMATE� 28® 29 W/ ONE W/ NO LOCKING RODS® ODS MOUNTING F. K & L f?, S, & V. t@'T" LOCK 34 WJTW4 LOQNG (SEE NOTES T•tt) (VALID FOR MOUNTING Q (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR RODS 35 TOP & BOTTOM 105EE SHEET 7) FLOOR/CEILING G, H, I, 11, J T. U, W & X WALL MOUNTINGS(TOP/BOTTOM) OR FLOOR/CEILING: tTaarET���� F //�� CONCRETE&WOOD - MOUNTING & M CONAP91 iG00 INSTALLATIONS V �NDy llAwuuu CONCRETE GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, NA%IDm A5D DE= INSTALLATIONS ASA.DE5td1 INSTALLATIONS ASD.LIX PRMURE wd2L MOID7RNG PRMW- DETERMINE MAXIMUM SPAN 1+•FROM SCHEDULE, RAPRE!lsura WALL MOUNTING FLOORjC£IUNG R„t,ra PATcta FLODR/cOUNa Mourawa GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, MOUtJTING T.OR'-) FLOOR/CEIUNG IJOUNTINC t(P�R'1«i EtaOR tNL'MDUl7TII+G DETERMINE MAXIMUM SPAN"L-"FROM SCHEDULE. {a UR-} + (R) L-@} L+ (fl) L-(IQ _ L I (It) l.-(8) MAXIMUM SHUTTER SPAN"L+-OR -L---FOR 16'-0' I6'-0' INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 30 OR LES t6'-0" t6'-0' 16'O !8'^O' 30 16'-0" 10'-0"' 30 105 psL AS.D.DESIGN PRESSURE.RAT/NG. MINIMUM DETERMINED SPAN BETWEEN 1+•AND"L-'. 35 14'-10 14'-10 75 2' 16'-0' 35 Id-10' 14'-1U' 35 15'-2� 16'-10 40 73^10 t3'-10' 14'-2" 15'-2' 40 i3-t0" 131-10' 40 14'_2 i5'-2 (3}PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1" t3'-t" 13'-4" 14'-3" 45 13'-1' 13'-1" 45� 13'-4' 1a'-3 't' HV CORNER CENTER}dATE#3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50' 12-5' 72'-5' 12'_8" 13'-7" 50 12`-5- 12•-5� 50 12'-3' 73'-1 MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS Wj FLOOR/CEIUNG MOUNTINGS 55 11'-10' 1I'-10' 12',-1" 12'-il SS 11'-10' 11'-10" -SS I1'-1- 11'-il' SHALL BE AS INDICATED ON MANDATORY CONDITION O2 FOR A GIVEN POSITIVE AS.D. DESIGN PRESSURE NOTE#5.SHED S. RATING: 60 lt`-4' 71`-4` 17-7 12-4 60 it`-4 ti'-4" (O 10'-2" tO'-7i' DETERMINE: 65 10'-10' 10'-10' tt' 1" 11'-11 65 10'-10' 101-lo" fis Lt+= MAX: SPAN FOR WALL MOUNTING INSTALLATIONS, 74 Sp'^6' 7D'-6" i0`-9" -S1'-5' 70 tO`-fi" t0`-6' - 70 8`-9'- 9-4 - - (.2+= MAX.SPAN FOR FLOOR/CEILING MOUNTING 75 t0'-l' 10'-1' 10'-4" 11'-1' 75 10"-1• 10'-1" 75 g'-9' 't t'EXCEPT THAT MAXIMUM SHUTTER INSTALLATIONS. BO 9'-10' 9'-10- 1D'-0" 10'-9" 80 9'-i0' _9'-10" SPAN'L+`OR'L-"AND MAXIMUM A.S.D.DESIGG FOR A GIVEN.NEGATIVE AS,D. DESIGN PRESSURE $5 9'-6' 9'^6' 9'-9' 10'-5' 85 9`-6' 9'-6' PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE RATING: 9'-5" 1O•-1' 80. 9'-•3' 9•-3" OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS: DETERMINE: 90 9'-3" 9•-3- _-95 9'-0' 9'-9' 9'-2' 9'-1O" 95 9'-0' 8'-9" 1- CONNECTIONS TO KEYSTONE.MOUNTING Ll-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. _ LIMITED.TO +64,-72 p.s.0 AND 8'-0'SPAN, SEE Lz-=MAX.SPAN FOR FtOQF?jCFJLING MOUNTING 100 g'.-9" 8'-4' '9•-0" 9'-7- 100 W-9" W-4" MOUNTING Q ON SHEET 7,. INSTALLATIONS. 105 8'-T T-1I• 8"-9' 9'-4' 105 8"-7• T-!7' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 110 8`-4' 7'-7' 8'-7" 9'-2 110 8'-4• 7--7" MINIMUM BETWEEN.'L1+'."L2+", "L1-'AND'L2-" 115 8,-2' r=3" g•-4' g•-11- 115 a'-2- - ?'-3" SEPARATION TO GLASS SCHEDULE 120 g'-0" 6'-11' 8'-2' 8'-9- 120 B'-0' 6'71 (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 -7--to' W-8- 8-0- W-5' 125 7'-10' 6'-8' ,�.�� ALLOWABLE SPAN AND NEGATIVE ASIA DESIGN T-)0" 8"-1' 130 7'-8 j30 T-8' 6'-5' 6'-5' PRESSURE RATING TO DETERMINE MAXIMUM AIJCHOR WIND ZONE MINIMUM SPACING. 135 7--7- 6'-2- r-9• 7'-9' 135 7 7' '-2' ASTM E-1996 SEPARATION 144 7'-5' S'-11• 7•-7• 7•-6• 140 7--l- s=11' TO GLASS 145 7'-3" 5'-9' 7'-5" 7'-3- 145 7'-3' 5-9 150 . T-2' S'-7- T-4" T-0' 150. 7`-2' S'-7• 155 7'-0- 5-5- 7--2' 6--9' 155_ - 7'-D- 5'-5' 1 THRU 3 1 t60 6'-11 5-2 i'-i' 6•-7- 160 W-11' W-z' 165 6-JO' 5'-i" 7'-0' 6-4- 165 W-10' 170 6'-9' 4'-11• 6'-11- 6'-2' 170 6•-9' 175 6'-7- 4'-9' b'^9' 6'-D` 175 G•-6 H V BLADE . S'-.t O" 1$0 b�6• 4'-8• 1$5 6'-5' 4•-'6' 6'^'7• 5'-8' 185 _6•-5• —4'-8• 190 6`-4• 4'--5." W-G :i-6' 190 '6•-4' 4`-5" 1.95 5`-3" 4_3" g'-5' 5'-5' 195 6'-3- -0 '-3- 200 - 6`-2' 4'-,2" 6'-4' 5'-3" 200 6'-2" a-2. Tri.. zo5 6'-r a'-7 6'-3' s•-r 2D5 6'-r ,v. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone T` "2017❑L7EG0.INC. CA2017 EASTERN METAL SUPPLY, INC. ;c �vs �' BERTHA HVTM A A Accordion Shutter System � H:v. $LADE#1 w/OR W/O F1;v.W1rloaJv el.+oE Atnericcri Shutter S stems �.,•• %�1,. TILLIT TESTING & ENGINEERING COMPANY Y EV.is 6ESCRmNON DATE DRnwN 6Y:xL{CY.t.G. A98ociation, Inc. I OLD 15-085 7/27/1 DATE: 07/27/17 6555 "'wl"'w38th st,.Ste.305 NMNIA CARDEN-%FLOMD S 3316 1 ph...:(305)871101) Fax:(305)671-1631 426$ Westroods Drive z DRAWING No —.11;110-4-L.- West Polm Beach, FL 3340? 3 L T /�} SJVTN/tL+°'�YEI/F WA.TERA'6UaT�Jr.PF- 4 !J•"�1J l s SHEET Ar� FLORIDA 0c.j 44167 P.E. 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Cc 3 moi) SPAN 0:OE_vG71 ANCHORS SPACING LEGEND - 1/4'0 x 3/4'ALL POINTS SOUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. (Mtn;f'c m 3.ioi) (R)' OESa7 NEGATA£:PR6371(iE RATNLG_ SO NEGINE R✓651 ;7NT6t0 TAPCON OR 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTMERS DIRECT,INC.(Min.f•c 2'ksi) 30 40 fi0 75 GO 720 TCA 20.5 30 -40 fi0 7S 80 120 160 205 30' 40 60 75 90 120 160 205 TAPCON VAIN ADVANCED - 1/4 0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POWs SCREW,BOLT do SPECIALl1' 14 12 10 B 8 8 6 53 14' 12 10 9 0. B e' G 't4 az 10 9 B B e s THREAON VAI TECHNOLOGY COMPANY OR ANT"OTHER APPROVED.LICENSED OR AUTHORIZED VENDOR REGISTERED'WITH THE AMERIC6N SHIRTIER SYSTEMS ASSOCIATION,INC. 3'-0' 14 12 10. 9 8. 0" 8 '6 1{- 12 'f0 9 e. 0 6 -6 14 12 10 -9 8 8 '.6 8 - (Min.Yee 3 ksi) OR,LESS 14 l2' 10 9 0 8 8 6' 14 12 10. B. B 8 6. :6 14 I2 10. 9 _8 -8. 6 5 ALL POINTS-SOLID-SET 14 12 10 9 0 8 6 7 '14 12' 10 9 8 0 8 6 14 12 f0 It BLUE TAP W1.CAP NOTES: 14 _12 LG 9 8 7 5,5 3.5 14 '12 10 9 5 0 6 6 14 .12 10 9 e B_ 6 5 TAPPER+ Al)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCaR OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+- 4'-0' 14 12 10 9 0 .0 6 e 14 12 10 8 8 8 6 B. 14 12 f0 9 8 B " 6.5 ANCHORS IS 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 14 12 10 9 8 8 6 s' 14 12' l0 9 0 8 6 45 14 12 IB 9 0 8 4 35 A.2)MINIMUM EMBEDMENT OF 1/4'0 x'3/4'ALL.POINTS SOLID-SE7 ANCHORS SHALL BE,7/8-INTO THE.POURED CONCRETE NO EMBEDMENT' 14 12 10 4. 8 e e 4.5 14 12 10 8 8 e. B. S:S 14-l2 10 9 B. B 6 4.5 INTO STUCCO SHALL.BE PERwrb.7/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD'STUCCO 74 12- 10 '9 7.5 5.5 J.5 - 14 12'' '10 9 8. 8 6 5 14 12 10 9 '8 7 53 4 •SEE LWRAl10N5 OF-USE.FOR EXIST,AND 1'MINIMUM FOR WALLS W(DE NO STUCCO. 14 12 10 9 B '8 6 6 14., 12:, 10 9 B. B- 8 65'. 74 12 10 9 B B 8 45 6(A0E(I/ON SN�ST 19' 5'-0', 14 12 t0 9,: 8 7 4 14. 12 10 9 e' 65 IS 3.5 14 12 '10 8` 8.5 S 3:5 J A3)IN-CASE THAT PRECAST STONE;PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, N i2 10 9 8 7.5 4.4 - 14 12 10 9 8 e E 4.5 14 12 f0 9 8 6.W"7 ANCHORS SHALL BE LONG ENOUGH TO.REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE.SHALL BE AS INDICAEO ON I4 112 19.517.5 GS 4`5 - - 14 72 10 9 0 7.5 5:5 4`. 14 12 10 -9. 8 '6 4:5 JS. NOTES A.1')&A2),ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS'WITH OR WITHOUT METAL STUDS.CONSULT THIS ENGINEER FOR 6'-0' 14 t2 10 9- . 0 6 14 12 10 s 5 '8 6 5 X14 12 10 9 -B 6S 5.33 INSTALLATION INTO F]FS WITH METAL.SPUDS SEE SHEEP 20. 14 12 10 9 7S 5.5 3 14 12 10 85 -r 57s 4 3 I412' 8 f.S '5.S 4 3 _ --IF 14 12, 10 9 8 6 - 14 12 10. 9. 8 6.5 5 3:79 li 12 JO 05 e- 5 4. - (B) TO EXISTING CONCRETE BLOCK;(ASTLI C-90) 14 12 8 16.5 5.5 3 - - t4. .12 f0' B. 0 G.5 4.5 3.5'14 12 IO 8 7 5 3.9 J _0• - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX. 14 12.f0 9 H e - - 14 12 10 9.- e 7 5 4 14 12".10 '9 7S 55 4 a - 1/4'0,x 3/4'ALL POINTS SOLID-SEC ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW,DOLT&SPECIALTY COMPANY. -u- 12 10. a 65 4 - 14 7 72 D 7.5- 6 44 &S - 74 0.5 7 65 4.5-3.5_ - - 1/4'0,BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED By,FLORIDA FASTENERS.DIRECT, INC. 14 12, 10:8.5 7_ 4 - 14 12 -10 9. 7.5 5.5 4 1 14 IIZ 9 -.7 75 4.5. - - 1/4'0 TAPPER+-ANCHORS AS-MANUFACTURED BY POWERS FASTENERS,INC.,AND DLSTRIBUTED,BY ALL POINTS SCREW, BOLT&'SPECIALTY 14 11 755.45 - 114 112 10 9 75:5.5 4 -. 14. 12':9 7-'V-aS 73 - COMPANVOR"ANY OTHER APPROVED.LICENSED OR AUTHORIZED VENDOR REGISTERED tYflFf THE AMERICAN SHUTTER SYSTEMS 0.550CIAROtt.INC. B:_0• 14 _L2_ 28' 65 - - 14 12 '10 8 0 6 4 - 14 12 10 8 6.5 -5 3S = NOTES: 1 14 -'12 65 .5 6 3 - 14 12 _8 65 5.5 4- 3 - 2S 12 6 5 . J - - 6.7)MINIMUM EMBEDMENT INTO'CONCRETE BLOCK OF TAPCON,:BLUE TAP W/CAP ANCHORS.AND TAPPER+ANCHORS IS'1'1/4'AND TAPCON 14' 12 aS 7.5 - - - 14 12 to 8 6.5-'S - - t4 12 B 6 65 4 - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS.1'. 73 9.S 65. 5 3.5 - - - 14 12 10 0 63'S '- --�.14 12 -8 6:5, 5 4 14 12 10 9 B. - - 14 12 t0 9 7S 45 - - 14 12 8S 7 53" 4 - _ _ - - - B.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORSSHALL.BE ENTIRELY EMBEDDED INTO THE CONCRETE 8LOCK.N0. 14.115 78 . 4. - - 14 11 7 5s S J,S - 11. 6 5S 4.5 3.5 - - EMBEDMENT INTO STUCCO•SHV.L BE PERMITTED; 1/4'0-20 S.S MACHINE.SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14-X12' 8 6.5 4S'. - - - f4 12 85 7 5:5. 4 - - 14 10.5 7 SS 6. 4.5 - - EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 1.5'65 55 4 - - - - 14 172'' 9 7. 6 4:5 - - 14 I1 7 53 4.5:3.5 - 1412 1D 9 7.5: - 74. 12 10. 'B 65 5 IO'-0' - 14. 12 8 6: 5 4 _ _ 8.3)IN-CASE THAT PRECAST SIDW,PRECAST CONCRETE'PANELS,PAVERS OR ANY VENEER BE F0UN0 ON:THE EXISTING WALL OR FLOOR. 14 111 7 5'.3.5 - - -- 13 9S.6S. 5 4 3 - - .10 75 5 4 3 - ANCHORS SHALL BE LONG ENOUGH TO'REACH THE STRUCTURE BEHIND SAID WALL FINISHES..AN SHALL BE AS INDICATED ON 14 -fl 73 5S - - - - t♦.Us-9 6 5: 4 = - 25 9S a ts. 4 4 - NOTES B.1)&B.2)ABOVE,FOR INSTALIATIDNS ON VINYL SIDING OR E)FS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER TOS B 3 - - - - - 74''12 -8 6.5:5S' 4 - - 13 10 6.5 5 4 3 - FGR INSTALLATION INTO EIFS;WITH METAL STUDS SEE SHEET 20. 1-1,-0' 14. /2 10 - - 14 12 9 '7. 6 4.5 - 14 10.5..7 5S 4S 3.5. - - - 12.5 9.5 5. - - R 9 6 4,5 4 3 - - 9 7 45 3.5' 3 - - (C) 'ANCHORS SHALL BE INSTALLED rOLLOWING ATI,OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 14 10 7 - 14.TOS 7 5.5.4.5 - - 11.5 8.5:55 45 3.75 - 9,5 7 v.5 - - - - - 14 115 7.5 6:. 5 - 12' g 6 4.5 4 - - (D) SEE SCHEDULE BELOW FOR WOE,DISTANCE,(EDL VERSUS-SPACING RELATIONSHIP FOR ANCHORS. 12'-0' 14 12 .70 - - - - - 7412 '8 6-5 SS - - - 13' 10 6-5 5 4. - - - EDGE DISTANCE-VERSUS S0er1Mr_crumurc FOR ANCHORSi - - 13Z 83 6 - - - - - 11 . 5.5 4 4 - - B 8 4 3 - - - - MAXIMUM ANCHOR SPACJNGS ARE VALID FOR EDGE DISTANCES INDICATED'BELOW.'FOR E.D:.LESS THAN THC INDICAffl=D 'ANCHOR SPACING JS 9S G - - 73 9:5 65- 5 4 - - 0.5 8 5 4. - - - - BY MULNPLYWG'SPA CING SHOYRU ON SCHEDULE BY THE FOLLOWING FACTORS. - - B BS - - = 14 0.5 7 95:4:5 - - 11 8.5 55 4.5 JS - - - - REDUCEDSPACING.OBTNNED.USING FACfORSNALL NOT BE LESS LEANLtINIIUUM:SPALIN6 fN01CAS�FOR EACH-AN2 - t4 1LS 7.5 6- S -- - - 12 9 6 '4:5 4 - - FACTORT31-00.5810 7.5 5- 4 J - - -.7.5 53- 1 3 ACTUALTAPCON.WITH ADVANCED1257L5 - 12 9 4.5' 4 - 9.5 7 3 4 - - - - EDGE TAPC.ON THREAOFORM TECHNOLOGY ALL POINT SOLID SET BLUE TAP'W/CAPPPER6 6 - - - - - 13 9.5 63 5 - - - - 05 75 5 4 - - - - M `/ B R OICTANCE .SPACING14'-0' 14 12 - - - - - - 14 103 7 5.5 - - - - tf 85 55 4.5 - - - - E.D. MIN.SPACING-3' MIN.SPACING-1' MIN.SPACING-3 1/2' MIN.'SPACING-3' 4'10. 7.5 - - - - - 9 7'4.5 35 - - - - 7 5 35 J - - - BLAD POURED CONCRETE& pO D � CONC ETE G= POURED CONCfifTE h POUREDCONCRETE&113 8 - - - - - 11 8 5.5 4.5 - - - - 9 6.5 4:5 - - - _ CONCRETE BLOCK CONCRETE BOCKCONCRETE BLOCK IE GdIG3.lE l;OUCi I �� MN EU.u3' �'3 1/2'kN E0..2 1/Y K4.ED.•3 1 ' kN FAx3' Y OL E0.•,21/2 7'S - - - - - - - 72 B 8 - - - D.5 7 4.5 - 14 - - - - - 13510 65 - 10.5 6 5. - - _ _ _ BLADE WORKING.. _ B 2..1/2' - 081 1.0 - - 1,0 0.78 1.Oi 0.84 1.0 1N UNISON ♦ - 0:67 1.D ......_ E14 a� s - - - - - ea. G 4 - - - - = 2' - 0:71 0:81 6.5 4.5 - 16'-0" 9.5' 10 7.5 5 - _ _ _ 1..3(4' - '0.91 - - - 0,43 g- _ _ _ _ e. g 4 _ _ _ '1 1/2' f 0:35 j - - _ - B.5I--1"1 7'.1 5 4 =. u 0.35 ,► FLORIDA BUILDING CODE(Non High Velocity Hurricane none ;. 02077 TLTECO.INC, 02017 EASTERN METAL SUPPLY, INC, BERTHA S* o LL ECO LNC. V TM Accordion Shutter Sy stemASSA }� H.V.BLADE.#1 W/OR W/0 H.V.WINDON BLADE a TiLLFF TESTING & ENGINEERING COMPANY AT77ArICGn ShuHer..Sys}ems E,,.N' OESCR1PtroN DATE :'ORAw4 eY I.C. �%% TATEOF * e3s5 NW:Lem sc,sl.305 v01ert0A exrtO7Ns,D.ORia sJt Association, IAC. I OLD 15-065 07/27117 OATe 07/27/17 % Phone:(305)871-1530 F ;(305)671-1531 4268 Westroads Drive 2 + ARIDA,, 447 Ok 4- 1 rlt-O-Loom DRAWING No �^ West Palm Beach. FL 33407 -3 . 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SOU'HERN PINE No. "SPRUCE PINE SPRUCE PINE SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR'NORTH SPRUCE PINE FIR SOUTH 1/2":MK CDX 2 WI MIN.Gm0.55, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0:50 W/ MIN, G=0.43 W/ MIN. G=0.36 PLYWOOD MR 0'50 W/ W/ MIN.. G=0.43 W MIN. G=0.36 s ANN(n WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T; WALL MOUNTINGS CEILING MOUNT T FLOOR MOUNTINGS FLOOR MOUNTINGS FLOOR MOUNTINGS WALL MOUNTINGS 8.0. WALL MOUNTINGS 8,0, WALL MOUNTINGS B.O. 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EACH SECTION ON SHEETS 16&17. _SPRUCE PINE FIR NORTH W/0-0:43(H2O.S.) EXCEPTION:SEE EMOTE 2 6FLOW. -SPRUCE PINE FIR SOUTH W/Ga0.36(MMS:) -MIN..1/2'COX PLYWOOD(1086 APA). 2.ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL.CONSIST OF LAG SCREWS AS;PER NDS 2015 SPECIFICATIONS. 4.ANCHORS SHALL 6E INSTALLED FOtLOWLNC ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone IT' 02017 EASTERN METAL SUPPLY,-INC. �� it . ,. , 02017 11L7EC0,INC. i ~;ic B RTHA HVTM = fIlLrEAccordion Shutter System c o mc. A.. .S.AI. Itv. arpnE#1 w/OR wja H.v vawary MADE TILUT TESTING& ENGINEERING COMPANY American Shutter Systems REV.N DESCIT10DON DATE DRAWN By. L.D. ` 1 t Assoc lotion, Inc. i - .OLD 15-085 7/27/7 DATE_ 07/27/17 333 q. 9N,W.36M s1.,Ste.3EMM 03.MR0"GARD .N,OROA 33, 4268' Westroods Drive 2 Phone:(305)871-1530.Fox3(3DS)871-1351 DRAWINGNo ns�A, t 115 a-mal:tAteco0oa.com West Palm Beach, FL 33407 3 WALTER$A.T LUT J.P.E. 4 V FLORIDA Uc.a 44167 5 SMEEt P.E. SUREjDATE 6 t5 A 2D INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (L HV & HVA BLADES AS APPLICABLE MAX. SHUTTEP, S + OR L— FOR INSTALLATIONS WOOD WITH HV GLAD 0 L SH-ALL ^jWALL FINISH 8ELIMITEDT 05.0 s .$ " DESIGN SSU RATING. E S T 19 MAXSP & i i/4"0IAPCON OR A.S , DESIGN R UR RATING FOR INSTALLATION W '8 D DEQ)& WORKING i UNISON TAPCON WITH ADVANCED. t 1 �,`'��•^ I ! THREADFORM TECHNOLOGY }F` - 11. _ i J4'D TAPCON 012 I '�� •�`i W/ 1 1/2'Min: PENETRATION " ,a{' I i TAPCON WITIT ADVANCED THREAQFORM TECHNOLOGY -� ! OF THREADED AREA TO 4 ! 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I ••�s.� FINISH r EXISTING MIN. r„7__, I d HEADER REOURED -(�OR @* 1 -2'x4”WOOD d g HEADER REQUIRED } 1{ 1 �_t f 4'0 7APCON OR TAPCON WITH ADVANCED EXISTING 6 �,SFPN7AUW 1 1 d i 1 1 t( }..} t I'I( THRE;4DFORM TECHNOLOGY WIAI 1/2" GVSS-- IN GLASS(SEE f 1 n llj i I� t Nin:PENETRATION OP THREADED AREA TO --_. r E SHEET ii .IAtN.SEPARATION TO GLASS E7CISTRiO W000 HEADER. 8 I t FOR BLADE QNID EXICSI NG A"—(SEE SCHEDULE ON SHEET 1 T) ($CE SCHEDULE QtJ SHEET 15) ON SHEET 19 FOR �`SS-"'1 E..;l: 2'x4"CONT.SILL ( eADES(D&6) -H - ')_ PLATE REO'D. HV WALL HEADER INSTALLATION a )HV WALL SiLL INSTALLATION HV WALL HEADER INSTALLATION T- - - t T LAIN.SEPARATION TO GLASS 1 I I MIN.SEPARATION T0.GLASS EXISTING 1 ( SEE SCHEDULE ON SHEET !i 1 (SEE SCHEDULE ON$REEF'f t)'-"�'"-I -\.1 GLASS-•) EXISHNG ( ? EXISTLNG MIN.SEPARATION TO GLASS I t 1 CLASS i CLASS-) 5 2*x4"CONti (SEE s.EDULe ON,SHEET 11) ` WOOD PLATE r I. i E - d 1/ib-20x3/4'S.S. HEO'D. I ( I�'j� 1/4'0-20x3/4"S,S. ( MACHINE.SCREWS i _ ' I USING 1f4'-24 NUTS { MACHINE$CREWS Wf 1 If i 0 t2"O.C.- I L y"S.r+ i i ,` t ,.�,•., / 1 f4'-20 NUTS Q 12" WAIL M HNISH 1 7 I O.C. L. Y OR(� - ~ rll AIOR 1 8 OR ! '^.r COM I, WOOD PATE }, i I I r "`�..•.TS1�1 }` }_".. ,E 1'Nin. �I ,� r .., t',� N 1"Mtn. i r; ?I i i _ /}, i it (•` S i tI ,1 Itt, t' 9 1/4"o TAPCON OR TAPCON WITH ADVANCED OR THREADFORM TECHNOLOGY W/t 1/2" It r /2"x4'CONT. t1 _ It�F S1Ll PLATE {t Min.PENETRATION OF THREADED AREA TO { 1/4'0 TAPCON OR TAPCON WITH ADVANCED t } t{ '`. i, I i t 4'0 TAPCaN OR (,IQTE+ ( -kll (SEEEXISSC WOOD HEADER. 1 THREApFORM TECHNOLOGY W/1/2' -S-^�I / i R£O'O �." (SEE..SCHEDULE ON SHEET 15) tl TAPCON WRN ADVANCED 1-SEE SHEET 4 FOR TYPICAL '.+, ? WALL FINISH L 1 1 Min.PENETRATION OF THREADED AREA INTO PLYWOOD THREADFORk1 TECHNOLOGY SHUTTER ASSEMBLY. --� �' __- ..t»+le :.t.._g 1 1` (SEE SCHEDULE ON SHEET 15) EXISTING MIN.2"x4" -` I/2'MIN.CD `ll STUDS G 76.O.C.MAX. \ PLriY00D REO"D. VT/ 7f2 Min,PENEYRtaPoll OF 2-MOUNTING SECTIONS CAN BE 41/2'MIN.COX PLYWOOD REa'p. WALL FINLH— THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO n RCO'D..PLYWOOD TO BE (SEE SCHEDULE ON SHEEP 15) SUIT ANY INSTALLATION. t HV WALL $LL INSTALLATION - t-EXISTING MIN. 2•x4"SIIJDS 0 T6.O.C.MAX.RED*D. ATTACHED TO STUDS.IN PLYWOOD TO BE ATTACHED TO STUDS AN ACCORDANCE ACCORDANCE WITH. WITH SECTION 2308 OF THE F,B.C. SECTION 2308 OF T14E .HV WALL SJLL iNSTALLATIt� #SCG UM ATIONS OF USE OF ©HV WALL SILL IN TALLATION F.B.C. A'�""' RIAOE LA DN SHEET T.9 FLORIDA BUILDING CODE{Non High Velocity Hurricane Zane 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY,,INC. BERTHA E VT,4 tt s> '�icFNs�•,v== A �� ► A Accordion Shutter System ■ ■ KV. MADE#1 W/OR W/O KV, RINDON MADE It ? American Shutter BY.s S stem . TILLIT TESTING & ENGINEERING COMPANY Y EY•H tiescalPnoN DATE DRAWN' YR! LM /S 7�' •' Assoclatlon* Inc. t OLD 75-085 7/27/1 DATE., 07/27/f7 e3ss WW.JStA.;A..$m,3os.`hF4 YA GARDENS.ILOWA 331:(305)871-1530.Fc.z(305)671- 4268 WestroodH Drive z Pit— LSSA DRAWING No ,tA. CaRIDA. '� to -m'I:vu�woaacom West,Polm Beach, FL 33407 3 17'^107 EH-0006719 '+• yl•'••••••••• \� !{ WALTER A.TILLR Jr,P.E. 4 _ P:Ekf�/DATE FLORIDAU.t 44167 6 SHE 6 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR M HV & HVe BLADES (AS APPLICABLE MAX, SHUTTER SPAN Li• OR L— FOR INSTALLATIONS INTO WOOD WITH HV BEXDE M ONLY SHALL B -LIMITED T 105.0 sf. A.S.D. DESIGNRESSURE ATING SEE SHEET 19 0 MA WALL FINISH SPAN & DESIGN LOAD FOR INSTAL. TION WITH BLADE 1) & WORKING IN UNISON IT TAPCON OR j, {--£Q-- EO 2 MIN. TAPCON 5'lITH ADVANCED WOOD(Alin.)EXISTING "1'-I �1 1",- _I EDGE (IF APPLICABLE) c i r Y7000 8EA41 REQUIRED ! f ✓` -- "'—'- •!, „� 7HREADFORM TECHNOLOGY STRUCTURAL ADEQUACY- t Y1j S 7/2'Min:PENETRATION 1/4'0-20.3/4'S.S. OF EXISTING.WOOD SEAM 1 • OF THREADED AREA TO 1• PHILLIPS TRUSS HEAD TO DE CERTIFIED BY /,r .,' I]•t :I. . EXISTING WOOD HEADER. 7Atn' MACl/NE SCREWS _""^•� ,,..,EXISTING WOOD O TERED ENGIEER OR TRUSSES OR(SEE SCHEDULE ON SHEET 15} -20 NUTS ARCHITECT PRIOR TO 1j2• t RAFTER 6 2+" { SHUTTER INSTALLATION. roN, O.C.REQUIRED / -.41 OR 15 i/4^a TAPOGN Jr 1 TAPCON WITH ADVANCED Y EXISTING SOFFIT!, .257 THREADFORM TECHNOLOGY J +:� I- f.—.-- Maz.THK, \ Maz. W/ t 1/2^ Ain.PENETRATION j14z3 4 'EQ'. ED, _. _. ...7'x4•-1/6"CONT.ALUM.TUBE {, I 1 OF 1HREADED.AREA TO ,\. � EQ�{ S.M.S.j -- (&463-T6 ALLOY}W/ t i t i '4_.OPTlONAL EXISTING WOOD HE N. /i 8 6.O.C. (3}5/16'0 lAG SCREWS TO } I (SEE SCHEDULE ON SHEET 15) I 1 1 OF 1 3 or 15 EACH RAFTER OR or 13 or TRU55. ! 1 15 ! • LOCATE LAG SCREWS AT MIOWIDTH OF E%1511NC WOOD •EXISTING MIN 2'x0" 1 f I MEMBER (2 Mtn.NOMINAL EXISTING--F HEADER REO'D OPEN HOLE AT EACH WIDTH)W/2"Min. GLASS it— MIN.SEPARATION TO GLASSE%ISRNG 1 STUD TO ACCEPT (((���((( PENETRATION OF THREADED' (SEE SCHEDULE ON SHEET 11) GUS5-4 5/1WO LAG SCREW !({ x AREA,VAUD FOR ( ( AT CENTER OF TUBE. !({jIi INSTALLATIONS WITH 722f 4. _J•.., I I • I MAX,A.S.U. DESIGN LOAD ANC V .11 gPAAUIa+ EXISTING i M^x:EPA•unai m 9 '-0'MAX.SPAN.THS HV WALL HEADER iNSTALtATION SammDtxEE Off SHE7 ry ('�GLASS—'s @(x ON RTsrAL An ON S ONLY VALID 17I MR Off SHUT�19� �17 OR�',)'♦ j 11 FOR OKE QRD FOR WOOD W/MIN.50 S SPECIFIC 77.f17E^•QY&.til ,1 I-.�, & ) /� ♦ FIR OR SOUTGWTY OF OHERN PINES NO2. I-SEE SNEE1 4 FOR TYPICAL.SHUTTER ASSEMBLY f t \!XOR OR.EQUAL. 2-MOUNTING SECTIONS CAN BE CDMBiNEO t i IHV CEILING INSTALLATION - ' A !N ANY WAY TO 3lRf ANY INSTALLATION. `"� U HV CEILING NS A 4X1 N - �? MIs gruva a 1 OFZ. I IAN. MIN.SEPARATION TO GLASS SaIEDI$E ai BELT SEPARATION' (SEE SCHEDULE ON SHEET 11) flCISTING, ta19fET tD�FGR-- 1 �2 TO GLASS 1 1 1 EXISTING— I I 1 .GLASS\ , ��Q;&� ION CSHEET D i1) IjI;I I at [ �� l Jt{ I CLASS---� I © )4ALTERNATE- ANCHOR LTERNATE_ANCHOR EXISTING II $ LOCATION WALL GL,usI ^.s`MIN. WOOD FINISH #10.314 z EAD TEX DECREWIREOM... {NOSCREWS 0,12FINISH b)3AR 2x6 MIN.WOOD ALLOWE DECK REQUIRED(NO. . _ ",'. v \ FINISH ALLOWED) _E OF DIECK _. M J„ EDGE _ I 2' t /^OF -----••'-' -EDGE OF DECK 19 'E E "" IF APPLICABLE .0"' �.�--"""' APPLICABLE �M - IF APPLICABLE _ PWCAB E '•t_4! ! 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BERTHA RVTM .' = i L. E C O ►, , A■ ■a .A■ Accordion Shutter System C ' MTV. MAX Int W/OR W/0 FIV. Y wow American Shutter SystemsEV.R DESCRIPTION DATE DRAWN 6Y. L.C. TILUT TESTING & ENGINEERING COMPANY Associati6n,. Inc. , OLD 15-085 7/27/1DATE- 07/27/17 F N.W.361n.SLM.. 3'X%N —CAROEN1,ROMA 3316 -ate `'Q a5 6355 Phone:(305)07t-1530.rax:(305)871-1531 4268 Westroods Drive z DRAWING No ,,e5 o-mcn:wleceOma.co A West Palm Beach, FL 33407 3 SINAL Eta�,ti ,5 EB-0006719 17-107 f •. WALTER A.TILUT Jr.P.E, FLORIDA Lk..j 44167 5 SHEET 1P.E, SEAL/SIGNATURE/DATE 6 17 OF 20 END INSTALLATIONS HV BLADE ORISS WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS 2'x1-YRI.WOOD rS7URS iiCD'D. 2-.,Yat wow r r _ =05 REV'D. NAPE CAML...., xI ! AtttitaR O G•Ot, _ 1womSU(A5 AAPUGADLC, X'� t f 055 57065. \ Cu ADF1C R E,SSIWS aR W/YP1, / /Ex¢nNG cuS5 rV/2*,/1°°Par+'i \ I /// J�/ i ra SA=ow. 5YC511SYvGUSS r t 1 - Extsicic GIs&\X I... aH. 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W/i 1/?•MN. 015 a.C. - TE,asnxcFErununav o tr D.C. �,E7p�ns1 a t?'a.a YEc sP ISM m arcs tsEE • SEE LIMITATIONS OF USE FOR .1I WMI aarrotE@NO �✓ ¢ BLADE to ON SHEET 19 To a�AIS(9 - - t5t]�TAYE KAM 1 (�I OR. « 1 5 r �� l•� `Y I\ / 11� \ (DOR ba- l 0'. VR S�OR 04 �NYLL iiNM13t SML9 REO'0 FL 51i �j (�4j. -K N DETAIL END CONNECTION DETAIL (13' END CONNECTION DETAIL 12 FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone 02017 TILTECO,INC. ©2017 EASTERN METAL SUPPLY,INC- P BE THA HVTM 1 O ANG. A■ ,. ,A■ Accordion Shutter System NV.GLADE$1 W/0R w/0 NN. WNWW BUM ' [ 'TILLIT'TESTING & ENGINEERING COMPANY American Shutter'Systems iEX N DESCRIMN DATE DRAWN DY:. L.C. Association, Inc. I oui 15-085 7/27/1 wTE: 07/27/x7 $355 itW.36n.SL. b.30},ORgNW CARDERS.I La VA 3318 Phan (305)$71-1550.vox:(305)871-1531 4268 Westroods i.Mve 2 -DRAWING No s .6�;�� a-m ut-0-1coin West Palm Beach, FL 33407 3 17-107 AI E�Ca .• E9-TILUT Jr.WALTER A.TIIlJT JP.E. 4 P_6. SEAL"/StCNATURE/.DATE rLOR ua.A a41s7 6 SHEET s 18 Of 20 el CrMRATONUSE FOR BERTHA a D T.K4%.0.50.pEStGN PRE55URE RATitTC:+t50,-110 p,a•E. UNISON Md W Wl 2.MAX SHUTTER-SPAN:96' J.ALLOWEDMOUNTINGS:A.D.G&H ON SHEETS 6,7;AS WELL AS ''�} t�MMOUNIINGS M,_0,L U�A&1 W ON SHEETS 16.&17: ONLY CENTERMATES TH IW/ RLP ARE ALLOWED WM 61) /-- t7lYOlRR.�0 UST BEINCLUDEDMPLY AT PoOR OUT. OE OF OPPOSING o.a0an N OElAERMA7E. OF s� g ♦ ♦ ♦ ♦ ♦ i 5;(A)HV WINDOW BLADE Q1 SHALL ONLY ALLOW A MAXIMIIN OF 5 OPENINGS TYF'•EA.T� / � (3 0 HOLES)FOR©PER 9lAOE AT SPACINGS SHOWN ON SHEET 4, 4, � � � (B)MIN.CLEARANCE FROM TOP 08,BOTTOM EDGE OF'HY Y6NDOW BLADE�y MAX.5 WRtDOWS a ♦ a ♦'. • 'OF ANY 3'0 ROLE FOR V SHALL BE 12': ALLOWED AT HV yr ♦ , WINDOW 64ADE t0i T (C) OW OR Cty�i BLADE OOHING OUT FROM STARTERS AT Q�[pS MAY BE}N WINDOW GLADE 1 H ♦ ). R, .♦ ♦ A ,� 'fA A r (D)W WINDOW BLADE 9 MUST BE USED ALTERNATE TO A SOLID'-BLADE THROUGHOUT SHUTTER'S WIDTH.. r MATES SHALL ALWAYS Be INSTALLED ADJACENT TO-A SOLID:HY ♦ • '♦. ♦ +' ♦ A ° iA ♦ (EBUDE,i AT EITHER SIDE OF THEM. $6 (F)POLYCAR80NATE HV WINDOW Lr}I SHN.L 0E U1STAlI.ED SO 1F .7A05 FACE 99 THE UNFERIDR OF THE OPENING&,I PROTECTED:HM WNDOW MUSt Be CONNSEE ECTION �J' _ + - • - • i 3 Q - fA ONLY INSTALLED AND LOCKED USING A WSETTING TOOL PROVIDED BY ASSA. DETAILS ON SHEETS/ __ r♦ A S"� INC, 1FtOjL&jjEIGHT. ff '�R 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONSINTO WOOD-FRAME BUILDINGS ON SHEET 15,AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTE'S PIP 4 ' ! I&2 ASOM. 5 P P E 7,SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR:CONCRETE BLOCK.WAIL ON SOVE NEEiS 12&'13 AS LIMITED BY SPIN AND DESIGN LOAD(SEE NOTES 1 &2 AB ). - B.MINIMUM SEPARATION TO CLASS SCHEDULE PER ASTM,E-1996: ISE ..'i F PL&OR REQUIREMENTS) w . '_-y� y) 2 " WIND ZONE MINIMUM SEPARATION TO GLASSTCP_ . .,.__ NUMITEO WIDTI 1 THRU 3 1' ELEVATION MN;LDC"SH"TO FOR a e.zs EXISTWG.GLASS SEE ON'THI LE ON SHEET 11 Frit BIACE()'. AAO ON'THIS-SHEET FOR BVOE5(p&0 _. -----------�=----` --- —�--- a 6—p) TYP. -11$E1RI CEN7tliMATES W/C2�iOR 5 Nip_ PLA W/0'.}S R 5 HOTS 4.ABOVE) � TYPICAL C1� HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE (1A SHUTTER* -- FFF+IF'AAA� `"'' FLORIDA:©UILUINU CODE(Non High Velocity Hurricane Zone' ,11+ . � Q. +M/ ; 02017 RLTECO.INC. ©2017 EASTERN METAL SUPPLY.ZINC.: vieftTHA HVTU, =11*c- OMRIPMON A S ►' A AccardanShutter S stem ■ ■ ■ ■ KVBLADE,1W/ Rw/okK WHIM BADE American Shui#et Sys#ems Ev:N DATE DRAWN Br: 1.4. TILUT TESTING & ENGINEERING COMPANY Association, Inc. t .OLD 15-085 7/27/T GATE: .07/27/17 •.^,c <t. eJss N.W.mu,at.ata abs,_ 4268 Westroadsove 2. MRCM Gwtws FlGww a3ta R Y' Fh-1:(305)871 7036.Tax:(305)871-1531 DRAWING NO ,d c—me1:tnueeOaeLcam West Palm Beach, FL 33407 3' - AL W-0006719 W-0006719 17--107 ''- WALTER A.W-W e.,P.E. s SHEET FLORIDA Uc..1 41167 P.E. SEAL/SIGNATURE/DATE 6 19 OF 20 r 1/2",0.U35"THICK INSTALLATIONS Wf � HV BLADE & HV CENTERMATES � -x.00d MQx., Min.ASTM A_653 GRADE 40 Mtn. VARIES Min.0-60 GALV.STEEL 2-MDK. INTO METAL STUD WALLS METAL STU05 Af 16"OC. ,�,� 43b Rh 9- 3a 1 f 4 o NOMINAL �� - - --- i/x" a7s / EN CONDI O ALUMINUM SLEEVE FOR V D ACCORDION 6063-F5 ALLOY L1 3/4•.6 1/4•.n.oi6•(HICK Mln.; 43°. - 4,'O f2 SYSTEM INSTALI ATI( N T(,Z METAL STUD- WALLS o CONT.GAlV.STEEL TRACK CHANNEL.16.o.c. a 6-o.c.^. I SEPARATION TO GLASS SCHEDULE ASTM A-653 GRACE 40 Min.G-64 I N 3:000' GALVANIZED FASTENED TO STUDS i I I 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psO M8'' W/(2)(6.1/2•TEK SCREWS ON EXISTING FINISH ,�9 T m"I,&EXTERIOR rACE I AS APPLICABLE ) a 2. MAX. SHUTTER SPAN' 84" WIND ZONE MINIMUM 'SEPARATION 4x LENGTH a- 1 zj� MIN.SEPARATION 3. ALLOWED MOUNTING: MS ON THIS SHEET. AST?A E-1996 TO GLASS ogsTlNc cuss To cuss 434" -203" BOLT (SEE SCHEDULE) Q3 4, ONLY ENTERMAITE 21 W 24 HV LOCK ARE ALLOWED T THRU 3 1" / MUST PENETRATE 3C 1" ( ') 'a WITH 27 ARRANGED A SY METRICAL LAYOUT. no USE (2) 35 (6"LONG, MINIMUM) MUST ALWAYS BE 4 4" �1.373* EXISTING FINISH INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF '1 t 3f4'.B If4•:0.035•TNlCK Nin:t x50"- - O54" COt1i.OALV.STEEL TRACK CHa7NE4 1 AS.APPLICABLE CENTERMATE. o i J•-"—rs ASTM A-.653 GRADE 40 Min.0-60 GALVANIZED FASTENED TO STUDS ',-r W/(2)/6.112"TEK SCREWS ON �,4.3C .430 ., INTERIOR G EXTERIOR FACE i 'O 6"O.C. "W-20 THREAD$ *` BLADE SLACK DETAIL HVF 1S ALSO VAUD FDR 43c ]f 4"(6 ELCO CONSTRUCTION W i/2" 12 8 CENTERMATE 2i A.PPUCATION WITH BLADE(D PRODUCTS FAB-LOK HD 43b xT 1/2"'x 0.035'THICK VAT2IES=_) 6"0.�. COMPONENTS "In.ASTM A-655 GRADE 40 x' M8K . Min.G-60 DALY.STEEL T" :-: MS j{,Ala„L FADE SILL INSTALLATION METAL STUDS AT 16-O.C. Min —EXiSTNG FINISH AS APPLICABLE SCALE: 3/6"= t" (TVP.TOP&BOTTOM) •l�"'^"'--'•—" _�`~ _,—w—u,,.__.—_,._— __ I —' 1 3/4•.. 6 1/4'x 0.035•THICK Min. CONT.GALV.$ TEEL'TRACK CHANNEL, �EXISTNG CUSS C- _ - , - - ASTM A-653 GRADE 40 Uin.0-60 �...-........-r---- '^•"".'R"'r"c CALVAN4E0 FASTENED TO STUDS SEPM SYME •, It iI iII (IOR 2)p6.1-/-2"-T-Ea s-cRw -sMYRIES REXTERIOR FACESY L JAIN. ZIOVA2•W/ TO GLASSCENTERMATES CENTERMATES ( E SCHEDULE) Mo4EXTERIOR ACCESS SIDE INTERIOSS SIDE -------- -- -- NACCE --ox- 3 (6'Min.) (N I 4 -- --------- - --- — ---- -- - ---- 24 - — ---- --_ _ _------------ 2)42 x)42 -- 1 _ 1 '1 21 `9 1 _ Y -.{2 � ' LOCAT D AT 1 2 i-- ' \ I HW HEADER/SILL FNDS VIEW Y. j �-- - - - -- - --- - - - ----- - ------ --- - ----- ---- - -_�---- - - --------- - -- L.(�) •1�f _ (6"Mint SIDE CONNECTION-T'0 TRACK �.JM 1 G 3 t/4 -(TVP.)— 6.if2"(7YP•)- � 7"..... .B-7/2'MAX.STACK (cont.) EVA fl_VB BLADE SLACK DETAIL. HVF HVC FLORIDA BUILDING CODE{Non Nigh Velocity Hurricane Zone J ,.�I 02017 TLTECO,INC. ' 12017 EASTERN METAL SUPPLY,INC. 1�, asC `''=4 BERTHA �IVTM 11LIEC O INC. A ��' �,,'► A Accordion Shutter System j • ■ t III. KV-BLADE#1 W+/OR W/O-KV.WINDOW BIADE American Shutter Systems Irv.N DESCRIPTION DATE DRAWN BY. L.C. 7tLL1T TESTING k ENGINEERING COMPANY Association, Inc. T OLD 15-065 7/27/1DALE= 07/27/17 ••re t1L i x355 N.tt:36th.St..stn*05.,RRONV.C RODS.FL�PA 33t Phone:.(305)671 1530.Fo :(305)671-1537 4268 We§iroads Drive '2 DRAWING No ti7locoft 7:cam West Potm BeGGfT, FL 3340? 3 ,L 7 1 Q7 ,off •.. ORtO ���s,j EB-0006719 y =�q+r WALTER A.TILLIT Jr.P.E. P.E. SsFRCEjDA7E -- FLORIDA Lc,0 J'pie. a SHEET OF 20