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HomeMy WebLinkAboutProduct Approval SMART RESIDENCE 6211 LILYAN PARKWAY FORT PIERCE, FL 34951 FILE Cop OPENING WIDTH HEIGHT #1 85.50" 45" #2 124.50" 58" #3 43.25" 58" SMART RESIDENCE 6211 LILYAN PARKWAY FORT PIERCE, FL 34951 Rea rHL COP- -. E #2 #3 Front 4{y yJ k 7' BCISHome Log In. User Registration t Hot Topic I Submit Surcharge Stats&Facts- j Publications Contact Us ;` BCIS Site Map Links i Search dbPradm' tAppr°" oval it -Ri USER:PublicUser f -- pr.�r-r j,.1r Annr� pyjl Mani,>Prodnrl rr Lr rli Lon tignreh>ALUjLWUnn I let>-Application Dntall rn t FL# FL389-119 Application TypeRevision Code Version 2017 Application Status Approved Comments Archived la Product`Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (56.1)209-8263 bfeeley@eastemmetal;eom Authorized Signature 81ll'Feeley lrodriguez@eafte'rhmotal.com Technical Representative Address/Phone/Email Quality AssuranceRepresentative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered,Architect or a Licensed Florida Professional Engineer L� Evaluation Report-Hardcopy Received FloridaEngineer: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 '12/31/2019 Validated By John Henry Kampmann Jr. t1 Validation Checklist-Hardcopy Received Certificate of Independence X389 R9 SDI AMPRICAN SHUTTF RYSTEM ASSOC iN( l7RAW[ 3.Z-107 _ERTI[,i�'[�Qj:iNDEj?END�I�CE.PDF FLIA9 R9 COI AMERICAN SHUTTER'SYSTEMS ASSOC..'INC': DRAWING 37-106 CERTI1`2[ATjDN OF IND@PENDCc rii:PDF FL389 R9 COl AMERICAN SHIER SxSM_-G C�R'A1A/IN 17-1()R C,�g�J�jCAT{;_{,�lj+jDEPEN_�QEfVCE;PDF. 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;Produc_t Standards Certified By Sections from•the Code Product�Approval.Method Method 1 Option D Date.Submitted 09/,18/2017 Date Validated -10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade Extruded':aluminum interlocking blades retained by tracks(top .3 (Non-HVHZ)-Drwg 17-108 and bottom),for storm protection Limits of Use: Installation Instructions Approved for use in HVHZ:No F 9IA2 RQ li AM FZI AC N'SiiIJtfitgR�YeTPMS i9RAWiNC+19a Approved for.use,: HVHZ:Yes 1013 6FRTt lA)�[Q[COR ON SHUTTER V fi M.Pf)F impact Resistant:Yes, Verified By:.American Test Lab_of.South Florida Inc. Design Pressure.N/A Created bylndependent'Third Partyi Yes Other Large Missile Level"D".Max span is 12-3"for 40 psf Evaluation Reports positive ASD load and 13 0 for35:pSfnegative AS,.R;laad the .FI3�U QMERi�g(V cllirrrFsl Sy+TFM9 DR/iN11NGyly HV3.blade w/o window blade,S'-2"for 110 psf AS load for 108 P ODUCT EVALUATION REPORT.PQ HV3 blade-w/o window blade and W-11"for 62 psf,9'-11"for Created by Independent Third Party:Yes 55 psf HV3:blade.w/window blade working in:unison.Max.sp ri for HV3 blade w/o window blade for installations Into Metal pressure Stud.waiis is79"for max.-ASD rating of,+72,-72 and 64`f6r+64,-64 psf:See sheet 5 for other spans and ASD � pressures. 389.2' , a HV':Accordlon Shutter Blade Extruded"aluminum i6teriocking biades retained by tracksJ;�ert Only-(Non-HVHZ)-brwg'17-107 and bottom),for storm protection _- Limits of UseInstallation.instructions Approved for use In HVHZ:Na Ci 389'R9` 11 AMFRi�(y 5HliTTi R S 4TEM ASSOC:. Approved for 6ser outside HVHZe Yes IN DRAWING 17-IOZ7 BERTHA HV Aly IRDION SHATTER Imgact Resists mt:Yes' SYSTEM PDF Design Pressure:,N/A' Verified By:American Test Lab of South FlI.orida Inc. Other:Large missile level"D".Max.Span is 16'-0"for 30 Created by Independent Third Party:Yes p s;£negative ASD load depending,on centermates and locking .Evaluation Reports rod configuration forthe HVIblabt,,8'-D"for-a 64,.-72 p.s.f. Fb389 R9 AF AMBRIc nN SH iTT R 9YRTFM�t GO[ A.S.P.load for HV blade.for Keystone mountings 7'-0"p.s.f. INC. DRAWING 17-107 PRODS! EVAL IAMi for metals stud mountings and 8t-0f,"for 110 p.s. for WIA REPORTm working In unison.See sheets-7,11 and 20 respectively of Created:by Independent Thied=Party:Yes: Installation dri iings-lorother spans and pressures: 389_:3: Bertha NV Accordion Shutter- Extruded aluminum Interiocking,blades retained by tracks(top COMBO-(Non-HVHZ)-Drwg 17=106 and bottom)for storm protection Limits of Use installation Instructions Approved fo r.use in HVHZt No t1 1},g RQ�( A. MEaS�i 4til1� f1 T ASS�it N Approved-for use outside HVHZ:Yes DRAWING 17-106 BERTHA HV AC[0 ION`S•IIlrrPR Impact Reslstant:Yes SXSG :P1?E Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large missile.,Max,:16'=0."span at 30 p;s.f ASD load Created.by Independent Third Party.-Nes for Blade 1 and-18'-0"for Blade•2.See schedules onsheet 12, Evaluation Reports 25 and 28 respectively Fi mW R^ AF ^"' WEEMS Accrnr inlr_ DRAWiNG 17-106 PRODl1CY EV LIIATION REPORT:PDF Created by Independent Third Party:Yes Saclt Nttat Contact Us::7601 alerr Stone-Road TallaRassee FL 32399'Phone:850-07-1824 'The state of Florida Isan WTE(jemployer.Convrinht 2007-2013 state of Florida.::Privacy statement::Accessibility Statement::Refund Statement under Florida iaw,email addresses'are:public:records.If you do not.want youre-mail.-aedress released In-responsetoa public-records request,do not send electronic mail to this entity:.Instead,contact the;office by phone or by traditional mall.If.you have any_questions,please contact 850.487.1395.-Pursuant to section 455.275(1), Florida ataiutes„effective octoher 1.2012,licensees licensed under chapter 455,F.S.,must provide the Department.With an email address If they have one.The emails previded may,be-use'd for.official communication with the licensee.However email addresses..are public record.If you d6 not wish to supply a personal address,please provide the Oeperfmont:ivRh an email ad6ess"which can be made available to.the.publk,To determine Jfyou are a ilceosee under Chapter 455,Fs.,please click hqre. Product Approval Accepts �.�16—M E d�® GENERAL NOTES: 1. BERTHA M.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P,ED.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(6th EDITION) OF THE FLORIDA 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 MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE:ON WITH A DIRECTIONALITY FACTOR Kd-0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.)DESIGN PRESSURE RATINGS INDICATED - ON SHEETS 11 THRU 15, 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL SE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS AREA 1• HV BLADFS(11)& A BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX.(AS-D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.ED.,AS TESTED,WERE NOT OVER STRESSED,A 33 R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NM 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. BERTHA H.V.ACCORDION SHUTTER SYSTEM,'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER SYSTEM COMPONENTS 21-37 SHEET 3 AIL REPORT" TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE O 00214,01-03, #0715.01-03,#1004.01-05,#1214.01-05,#0317.02-06.00609.01-10 AND.00210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1885 AREA 2; HV BLADE n AND HV WINDOW B ADE GAl AND E-1996 STANDARDS (MISSILE LEVEL D.WIND-ZONES I,2&3)&01220.01-10 AS PER TAS 201, 203'&203 PROTOCOLS LARGE MISSILE. .(WHERE APPLICABLE, -HV WINDOW ELADE ©10505.01-08 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 LLS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 2.HV BLADE(D AND HV WINDOW BLADE © ARE ENGINEERED TO WORK IN.UNISON WITH EACH OTHER.UNDER THE GENERAL.LIMITATIONS AND CONDITIONS.OF USE INDICATED ON SHEET 19 INSTALLATION DETAJLS A-F, CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3. BERTHA H.V.ACCORDION PINS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE#14x2.75"AND#14.1.75'RESPECTIVELY, 410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH. PINS SHALL BE COATED'WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED EACEN TERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BR THE HV MARKING ON THEIR HEAD. 4.ALL.ALUMINUM'EXTRUSIONS SHALL BE ALUMINUM.ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2'AND 3. MINIMUM YIELD STRENGTH FOR 6003-T6 ALLOY IS 30.0 ksi AND 35.7 ksi FOR END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 6005-T5 ALLOY. - MAXIMUM'SPAN TABLES SHEET 11 5.ALL SCREWS TO 8E STAINLESS STEEL 304 316 DISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 YA1H 50 ksi MIN.YIELD STRENGTH AND 90 ksi MIN.TENSILE STRENGTH, ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 112 3 AND SHAMO COMPLY W/FLORIDAFl.ORIOA BUILDING CODE SECTION 2411.33.4. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 14 6.BOLTS 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:FIV BLADE D; 12,13,14,15 AND 20 INSTALLATION DETAILS M-R, WOOD SHEET 16 HV BLADE &© WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 8,THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT 16779,582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT 15'458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12 &X,WOOD SHEET 18 METAL SUPPLY,INC. 9.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VEPoFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK AREA 3; HV WINDOW GLAD 1(A ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WAND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19' 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VIABLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT, OR OTHERS, MUST PROPERLY CLOSE ALL HV AND HD CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. AREA 4' HV WINDOW BLADE 1 1 J ON Y 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 BUILDING CODE.ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE 12. BERTHA H.Y.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:L..WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (a) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE_AND INSTALLATION.INCLUDING{IFI SAFETY OF THIS PRODUCT, BASED ON THIS P,E.D.,PROVIDED HE/SHE DOES NOT DEVIATE FROMTHIS DRAWING SHALL ONLY BE USED T0� THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT.SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. I OBTAIN PERMITS IN THE STATE OF FLORIDA (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R. REVIEW: )FOR THE PROJECT AND WHO WILL BE RESPONSIBLE,-FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED:ENGINEER TO THE P.E.O.ENGINEER SHALL SUBMIT TO THIB TATTER THE SITE SPECIFIC DRAWINGS FOR (e) ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD-THAT PREPARED IT. FLORIDA BUILDING CODE Non High Velocity Hurricane Zane C2017 TILTECai INC. ®.2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM A ■■S S A Accordion Shutter System H.V. MADE#T w/OR w/0 H.V.WIN"BLADE T& TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems Y LV.N DESCRIP110N DATE DRAWN BY: LC `S else etw.3sw.sl.Ste.303,Y1R6vIA WDDIS,FLDROA 331e A390C1OtIOgI Inc. 1 OLD 15-085 7/271171 are 07/27/77 (305)871-1530.Fox (305)871-1531 4268 Westroods Drive 2 ..�5+ ,....• �\ .� a T ult-0-1,<°'n West Palm Beach,FL.33407 a DRAWING NoEel- WAITER A 011UJT1 Jr.P.E. 4. 17-107 P.E.'SM/(StP,4#6RE/DATE I ARIDA U..( 44167 5 SHEET c 1 OF 20 MR MDOW SLADE VARIES 1 4' 4.71' I�11- T HV STARTER HV SpLID BI ADS (�)HV UNIVERSAL FLOATER � \�k' QUALIFIED gR USE W/ COVERED 458179 QUALIFIED FOR USE W/ HV BLADE 1D 04 HV DIRECT MOUNT HV,BLADE BY WINDOW .BLADE* 6005-TS ALLOY AND TEMPER QUALIFIED FOR USE W HV 6063-T6 ALLOY AND TEMPER BLADE 37w- -SEE LIMITATIONS OF USE OF BLADE @ ON SHEET 19 6063-T6 ALLOY A2 TEMPER 524"- 6063-T6 ALLOY AND TEMPER 70 iryp.) Dow 3.556* . __. .99e .670" 26- 072 $42" els 92" C? 35- 25 7 07 HV ADJ. ADAPTER WHIP 4,4 1 s r .920 0.072* va QUALIFIED FOR USE W1 HV HV WALK—OVER TRACK �)KV TRENC BLADE(D QUALIFIED FOR USE W/ HV ( H TRACK (�)HV ADJ. EL0_QR_IRAC_K_ 6063-76 ALLOY AND TEMPER BLADE QUALIFIED FOR USE W1 HV BLADE 0 ONLY. QUALIFIED FOR USE W1 HV 6063-T6 ALLOY A TEMPER HV RAINGUARD BLADE 0) 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV VAR�CS t9.36' BLADE 6D63-T6 ALLOY A'RD TEMPER 1 1.915 VARIES 1.'236' 6063-T6 ALLOY A D TEMPER WY 0113' L= 0_ 1 9- 6 1917' • (w. 083* _1 083' .12 & -1-1 T - spr .100 .it f .093, 'i 670 .0 0' 1 L 670 - 1686-tiA 0.14 .7. 629* 3.320" HV CEILING HEADER (�4 HV HEADER/SILL LL '3) HD CEILING HEADER j.%L QUALIFIED FOR USE W HV BLADE{1 ONLY (D4 HD WA HEADER/SILL RRIFIED FOR USE W/ HV BLADE ONLY� 6063-T6 QUALIFIED FOR USE W/ HV BLADET SEE SECTIONS FOR VALIP-JI SEE SECTIONS FOR VALIDITY- QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE r_1)ONLY. 6063-T6 ALLOY AND TEMPER T r---T---r---1 COMPONENT A a TI T2 j x Y I 2' 2- 0J25' @ 2' 5-MAX. 1/8- 1/8- 3* 3. 10.090* Q-) 2* 5^MAX. 0.192" 0.192' 19 —SIDE ANGLE 01 CORNERPOSTS QUALIFIED FOR USE W1 HV ALUMINUM ANGLES2- VAX. 0.190 0.190- IOALIFIED FOR USE W/ HV BLADE(1) QUAUFIED F06 USE W1 HV BLADE(D 6063-T6 ALLOY AKD TEMPER BLADE 1.ONLY. (0i 2' 5'MAX. ";v 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FLORIDA BUILM CODE(Non High Velocity Hurricane lobe� it"" 'Ell A. ID2017 TILTECO.INC. 02017 EASTERN METAL SUPPLY, INC. ............ 13ERTHA HVTM Accordion,Shutter System T7iL17_E7C07 7,N A.S.S.A. KV. BLAX#1 W/OR W10 KV.WWOW MALE Shutter Systems American .NDESCRIPTION TION DATE DRAWN ft LC. TICCIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-085 37/27/17 OATF- 07/27/17 N.W.36t St.,S�306.Ma WDENS,fteRw M'41 4268 Westroods Drive 2 305)S71-1530.Fan,:(305)871-1531 -- DRAWING No % Phone 3:tlltee.O.W.conn West Palm Beach, FL 33407 5 SUP 17-107 WALTER&TILT J,.P.E. 4 FLORIDA UC.j 44107 5 SHEET P. E DATE 6 2 OF 20 i r 4.560" 1/4'-2O0 1/4'-20 0E CAST 4.57(_ 4' 2.293' FIAT HEAD THREADED NOOTRG El 4MEL r 0.}34^ S.S.M.S. 1 BAKED PAINTED +/4'-20� •--b33—'^ •j4��"(• o I A—• • (2 TW.) THREADED' pE CAST nDUSv+G ENAMEL p0• o -� a' W p �� BA7(ED PAINTFO $� "a aEXNO RN Pd• •) 082' o� o 25" - p query 1 _ `wi IRA$$CYLINDER 11 CritI1DEI x.211 .�,-„_._,_,_•,� �P�3¢-' - 'T”ei -� &KEYS(CWOME (CHROME PUTED) RDJ ,o PLATED) 21 IJV CENTTERMATE 's CENTERMAJ& sQ U aiS'. m tIV LOC�K � HV EGRE5S LOCK QUALIFIED FOR USE W/ HV BLADE'& ONLY 2 HV•LOATING �!C46j�!RNE�RCENTERM6T s, ,__,� - e75'i pUALiFIE FOR SE W/ HV QUAUFIED OR USE W/ NV 6063-78 ALLOY AND TEMPER OUAEO FOR USE W/ HV BLADE 1 & to ONLY 6063-T6 ALLOY AND TEMPER H BLAD E �1 & ONLY. BLADE,.& ONLY, O ALIFIED FOR USE W/ HV BLADE i. ONLY 250'O.D. .616• 2.974" 6063-T6 ALLOY AND TEMPER iv 6, � Pt MOLD NEPD ' ^''I MOLDED TO"" 7.7$' 22' 4.043" '31 � $GREY! h ( 79' 3" i �..._ o n T 360'AFTER RIVETING t.DDD"C1 5,j v. q a. ci r N ams ps o f M1 .•,t 1/4I,, -20 x 3/4- BEFORE RNETING , �'> sd ri o S.S. THUMBSCREW ' 20 RIVN4IT* ---}�•°�i a 'm { *SERIES 9444 ALUMINUM(2024-T3 At1or)LARGE RANGE THIN i o T SHFL I EET NUTSERF.PART#0820.AS MANUFACTURED BY AVO ,.�•� m i --�« CHERRYTEXTORN,PPRSIPPENY,NEW JERSEY 07054 OR EQUAL PLAN " FRONT ELEVATION MY MALE "To LOCK 4568 LOCKER FOR "T" LOCK CENTERMATE C'QUALIFIED FOR USE W/ HV BLADE i ONLY lC9, HV FEMALE T- LOCK CENTERMATE.� QUALIFIED °j" LOCK � HQ ALTERNATIVE LOCK 2 6063-T5 ALLOY AND TEMPER `"''� QUALIFIED FOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADE t ONLY QUALIFIED FOR USE LO HN BLADE PONLY W/HV BLADE�ONLY. BLADE Q ONLY. 6063-T6 ALLOY AND TEMPERR'' 6063-T6 ALLOY AND TEMPER 1.977 __1.91 •r� F . -y! 3.161 t i--"•-"' o I . ( ' UoSr �; j. gj,If. IZ CWERO d .063 N v"tl• 52' KEY CYUtaDER .062" .214' �' n I .545" e ;n •n Q g . 0.875•Min. _4 m� C 00 '�+.' nW 1 .125'Mo%. 3tHD CEN W NO LOCKItAG ROD HD CENTERMATIE W1 LOCKINGRO a, a m o a m QUALIFIED FOR USE W/ HV BLADE (1)4; QUALIFIED FORUSEWj HV'BLADE. i & 1A I 6063-T6 ALLOY AND TEMPER6063-T6 ALLOY AND TEMPER U.I��. TERMATE'S I 8- VARIES, +Y MIN. OGALTFIED FOR USE W/ HV BLADE & 1A 1/4-.-20 S.S.OR Sf$b-tG 1,30• 6063-T6 ALLOY ANDTEMPER ^�•TNUNDTURN ACETu TNUM96CHE115. t+/2' - CYLINDER { (SEE OETNtS) 3 �-" 86 OR KEY . _ i,-•1 X15' `n! , J 7.57 MIn CYLINDER ,n 7.78'MOz. LOCKING ROD A 1/4ro (g HD LOCK. 375'0 QUALIFIED FOR USE,W/ HV BLADED HV 3Z6 0_T 6 ACETAL, "Q. HV �,��4'a —20 AISIQ4 BY REGENT HARDWARE MORTISE LtlCKS.SERIES 2333 HOOK BOLT LOCK. 4063-T6 ALLOY AND TEMPER THUMBSCREWS RIES S S'• �•HUMBSC''REWS QUALIFIED FOR USE W/ HV BLADE(D& A) I'LLEDINSTAATATTRAC ION S'LFOR PRIOPER EMBEDMENT QUALIFIED FOR f4V BLADE a QUALIFIED FOR USE Y!/ HV BLADE 10 FLORIDA-BUILDING CODE(Hon High Velocity Hurricane Zone ��F 4- � ®2017 EASTERN METAL SUPPLY.INC . L1(1 �1"f 420+7 LTECC. NC. BERTHA HVTM �qc, AccordionShutter System ■ ■ KV.BLAET W/OR W/0 KV. NNDOW BAD$ American Shutter Systems TICCIT TESTING & ENGINEERING COMPANY Ev.N Dt$CFl6"0On MiE. DRAWN BY: LC. • * Association, Inc. + .OLD 15-CON 7/27/1 DATE: 07/27/17 Y 6355 N.W.36U St.St.503.PiRdNN OANOc2i5,s1CtTaT 3314 STATE F 'A,. • 4268 Westroads Drive z PM...:(005}971 1530.Far:('305)871-1531 DRAWING No ;C' F T4` a-moll: 00060ao!.com West Palm Beach, Fl 33402 3 �. •.�OR44J�.:'1��r44x* ER-60087,$ 4 17-107 '•,•Eis/ \1L7 'WALTER A.TILLFT Jr.P.E. eet `i" FLORIDA Uc.j 44167 5 SHEET P:E.SRS It 6 3 :OF'20 SHUTTER ASSEMBLY SCHEDULEFOR HV (p HV (R_ 0 TO BLADE 11 P 0625' LITEIII'll 4 01A .1875" HV BLADE 1 V I 0 3 KV WINDOW BLADE X625" VIRM x-z 4625 M25- ap HV BLADE 1A y BLADE'S OPENIN HV LONG RECESSED NYLON GUSHING KNUCKLE Le 30 HV SHORT RECESSED NYLON BUSHiNG IAT PORTION IR1.750 HV NYLON HAT WASHER (D OR (a EE 3 50* 4 HV WHEEL CARRIAGE ASI 302-303 SERIES 4)4 0.870"x3/16" THICK NYLON WHEEL 2 7/6-MIN. KV WINDOW 375 CLEAR 0.188"0 AISI 302 SERIES S.S. RIVETS SEPARATION 3,7500' BETWaN .0625 0625 40 --;�13/4' BLADE S HV 1 3/4"ACCORDION PIN W1 #8 HEAD EXTERIOR OPENINGa ON CE AITERS HV 2 3/4" ACCORDION PIN W1 #8 HEAD rTy /4'1 qm'm a 1ON pjck HV.WINDOW 13 DE AND POLYCARBONATE IMPACT RESISTANT HV WINDOW -3 POLYCARBONATE HV WINDOW DFrAJL @j)OR 0 or VEN TE FOR E&REMENTS) D OR (B POLYCARBONATE IMPACT RESISTANT HT HY WINDOW BAYER MA ROLON 3103 POLYCARBONATE h 12'MIN,CLEAMME RESINS, OV-STABILIZED GRADE OR SABIC TO BLADE U INNOVATIVE PLASTIC LEXAN 103 RESIN 4 (SEE NOTE "I'" ON SHEET 19). 11.===:: dao iIi OOR 0 (1) HV PIN (9 SHALL ALWAYS BE USED AT ALL EXTERIOR NNti i i POLYCARBONATE SOURCES FOR(9 BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D OR EXTERIOR -PUCIAME FXSAT HV(9 BLADE. TYPICAL SHUTTER ASSEMBLY N.T.S. HV PIN Q CERXTqIAT RD;UWXE (2) HV PIN (!) MAY BE USED IN LIEU OF (D AND ONLY AT OR SLAVE'S KNUCKLE 0443 AIAI: NKITE fsLN D792 0j" EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W1 HV(D 00.a24� 'G� saEcnc MA"' I RE TDGU Mao svpm.�" ASDL"M SAW p.�, 9,500�.L BLADE WHEN CORRESPONDING. TO INSTALLATION "11", SHEET 7. o48 (SEE IUII.CHTS) TVP. I �V 07M 12AW-11].105 P.'A. FUDWPIAL STRFNM A?MEW A (3) HV PIN @ OR @ W1 1/2" O.D. 1/16- THICK S.S. WASHER FLMRAL uootAus Ac a 0780 30,=F." J15.000"J. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, lzw ASM 0236 18 a-'bt.' 17 FT-tW. SHEET awommm WEL CARRIAGE DET + =' AM D2843 472 3 64'5 x kv Mir V sumo AM"om <-t�CL� C-1 cuss-AIL #.REMBLY LAYOUT %MF ICIMMON AWU D1929 1040'F 980 V ASIU 0155 MMIUL MV99MAFIIER ASS'" an 9"2 P.51 , 6H.0XII5=STRM DVWr wrwm= 'S'"6ja 8"61 p,,L am°"'M HV BLADE SOLID 12 :HV WINDOW BLADE DETAILS FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, ........ 02017 TIMM,INC. 0 2017 EftrERN METAL SUPPLY,INC. ENS"- :P% \�& e . - - BERTHA HVTM Accordion Shutter System A.S.S.Aw RV. MADE#1 W OR W/9 kV. WINDOW MADE American Shutter Systems CV.No 0051CRIPTION ME DRAWN ft. L.C. ING & ENGINEERING COMPANY OLD 15-085 0 M12 TILUT TEST 07/27/7 % • &US N.W.38tk St_SN,JVS.MRW�CAROMS,FLOWA 3316 Association, n I 4268 Westroods Drive 2 (105)871-1530.Fax 1(305)M-1531 x It, .... DRAWING No .... —0:tqt...ftcg-c.. West Palm Beach, FL 33407 tit• M11006719 4 WALTER I TLU1 Jr.P.C. 1101"' ILORIDA Uc. 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 1 6 *NOTES ON HV LOCKS AND CENTERMATES- T a C ah> U I. MANDATORY C GNOMON#I:ONE HV LOCK IS j.,%RSHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN. OR 5.AND FOR INSTA TIONS AT ANY 12*ABOVE OR OF SHUTTER SPAN SPANS UP 70 10 LOCK Y 13 T ELEVATION. KV I K or Ig2MA E USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TOU4611 OR f3 I fn n CENTERMATES W/(2) 1/4"0-20 x 1/2"LONG FLAT HEAD S.S.M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON k A I h I n I I n I TYPICAL SHUTTER ELEVATION. O.04 2 IF DESIRED.FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO Two MV 106 (ED LOCKS 'w","M BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES(?3, OR I�SHALL BE AS INDICATED ON NOTE (1)ABOVE. )"ON OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3, OPTIONAL CONDITION "�ON 0 RY CONDIT10H it OR LIMITED MANDATORY CONDITION 'LOCKING WHEN NOT REQUIRED AT HURRICANE POSITION, BUT MAY lccn W/M HV.' LOCK DESIRED TO ENHANCE SHUTTER PERFO MANCE, LOCKING RODS 0 OR AN ALTERNATIVE DEVICE o 7R Tor S 4E4 I'E �S R50 I MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4, rim ONE W LOCK(2 SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS gei ANY ELEVATION. W LOCK MMITI or 29 SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK. M ATTACHED TO P CORNER CENTERMATE W/(2) 1/4 0-20'x 1/2'LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS C AT TOP& Ba OM SHALL BE USED. LOCATION OF SHALL BE AS INDICATED ON TYPICAL bts MAXIMUM SHUTTER SPAN SHALL BE DETERMINED ASLOCK PER SCHEDULES SHOWN ON SHEET 12. SHUTTER ELEVATION. t ONE "STA _Tl..S AT fF No wo UT AS SHOWN ON SECTION HVE, SHEET 8, GINE LOCK SHALL BE USED Ai t/2 OF SHUTTER SPAN OR TWO v LOCKS AT 1/3 OF SHUTTER SPAN. e 6, MANDATORY CONDITION 03 MR KEYSTONE MOUJMQ IWSLAILATIONS., ONE KV LOCK or or SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12-ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP [Ij To 96',AND FOR INSTALLATIONS AT ANY ELEVATION;HV LOCK 0 or @, or @ MAY BE USED AS AN INSIDE OR L OUTSIDE LOCK,ATTACHED TO @ or @ SYMMETRICAL CENTERMATES W/ (2) 1/4'-20 x 1/2'LONG FLAT HEAD S.S. SE-END-J I M. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS C SHEUS 10 w OR @ TOP AND earroM IS COMPLETELY MANDATORY. E" CONNECTION D TAILS ON E_� It> � 18 TYP.FULL *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT. OF CORNER VAUD ONLY FOR W CENTERIVATE ONE ALTERNATE Hy -r LOCK MAY 13E INSTALLED IN LIEU OF HV LOCKS OR FOR ANY SPAN AND 0 ALTATT -SIDE OR OU IDE LOCK.ATTACHMENT AT ANY ELEVATION,ALT RNATE LOCK PdA.Y BE USED AS AN I 3 @-(�-QD-07 160 3 OF LOCK S INCLUDES USING REINFORCING LOCKER ,AS SHOWN ON SECTION HVG, SHEET 9,WHICH MUST BE 10'105 CONNECTED TO CENTERMATES @ AND @9,W/ 1/4'0-20 x 1 1/2'LONG S.S.THREADED BOLT Wj 7/8*0.3/32" (ft, @1-IS (13 WINGNUT OR W1 2OXI.S.S.M.S. INTO A TWO LOCKING 5/8'RNNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR ir @-@-07 •@ MAXIMUM ABOVE ;TOP AND 130TOM IS MANDATORY. @- 70 AND 8 OW MIDSPAN. USE OF TWO LOCKING RODS C5 @-LO8 (7) *NOTES ON HD LOCKS & CENT"" (314:ONE ALTERNATE HD LOCK(D MAYBE USED IN LIEU Of HQ 11 M 01 0 R(3 ILN 4Z.,gtL�a- H,Lo'KS , �a CENTERM& LOCKS(0 OR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HIT LOCK(g MAY BE USED TYPICAL J) HV BLADE SHUTTER ELEVATION AS AN INSIDE OR OtJTSIg LOCK.ATTACHMENT OF ND LOCK(3-4)TO 4D IS TV/ 3#8 KW F.H. 3/ S-SM.S.,AND INCLUDES N.T.S. REINFORCEMENT INSERT_AS SHOWN ON SECTIONS HDS-HVA.AND HDC-MVC,SHEET TO.LOCK MAY BE INSTALLED AT Ii MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS a,IS COMPLETELY OPTIONAL FLORIDA BUILD CODE(Non High Veiocity Hurricane one11L Q�r 0 2017 EASTERN METAL SUPPLY,INC. ........... 02017 TILVOO,INC. BE—RTffA H ;$ VTM Accordion Shutter System I LEC C 0 H.V. MADE#1 W/OR w/o RV.WNDOW BLADE IT A.&SAIIIIIII American Shutter Systems Mv.w DESCROPON DATE DRAWN SY, LC: TING & ENGINEERING COMPANY TILLIT TIES Association, Inc. I OLD 15-085 07/27/17 DATE: 07/27/17 3661St.S..305.YAONA CM M74.FLORVA 3316 4268 Westroods Drive 2 (305)071-1530.Fox:(305)871"1531 DRAWING No —ok Ul West Palm Beach, FL 33407 ........... EB-t--C�.. — 17-107 CMST19 AL FLORIDA U..1 44167 —.SHEET RE/DATE WALTO X Tkur j,P.c 5 Of 28 p E. POURED CONCRETE --CONCRETE ANCHORS OR CONCRETE BLOCK POURED (SEE SCHEDULE ON REQUIRED 1/4.0-20x3/4'SS. POURED CONCRETE SHEET 13) I CONCRETE ANCHORS MACHINE SCREWS CONCRETE REDUIREO ri-!-R�1� (SEE SCHEDULE ON VI/'i/4'-20 REgWRE( �. _CONCRETE ANCHORS I j ��•)' ( @ 1 B �A(aMIGx£(SEE HOUNSWo IIg4N SHM 7) ; SHEET 13) NUTS 6 12'O.C: (SEE SCHEDULE ON SHEET 13) I^ f4`o-2gx3J4^S.S, tr. `- Min. r EQ EQ NAOHINC SCREWS EO 7 E4 USING 1/4'-20 NUTS 6 12'D.C. rr. E D• j/' 1/2z5o Max. !' 13 15 __ —13 GR 7 5 r: i .250" J I IE D," :.'� .230"Max. I O r I I I Maz. 11 t I r r OPTIONAL 'I i I - PTIONAL I IM 2PAk4nON + i It �Y rte ` MIN-SEPARATION TO GLASS I 1 i-'ff FW91lY.E mAN7 f I 1 OR t� (; EXISTING (SEE SChEDULE ON SHEET 17)-"'—" EJ(iSTING i �g . I I I ' MIN SEPARATION TO GLASS T OtA5S—w `(SEE SCHEDULE ON SHEET 71)- FXIS11NOA G GUSs--; �}HV WALL HEADER INSTALLATION HV WALL REAPER INSTALLATION � `J HV WALL HEADER INSTALLATION + KEYSTONE 1 --•----- �_ MIN.-SEPARATION TO GLASS EXG SS— IM� I �� 1 I I 1 EXISTING —u(SEE SCHEDULE ON SHEET It) TO QA%(SE I f 1 OR 1 MW.SEPARATION TO GLASS 1 GLASS '}fjjsltt i f51 `� `(SEE SCHEDULE ON SHEET t 1)MR MADE ni 0 Ft1 KDEws@I39Q }, j J ! •-: OPTIONAL EXSTING i i GLA55—.i Mox. 1/4Max. i 3 1 eJ "t'J" L. 'TPP. OPTIONAL /r 4R t, J i i i 1 f E.A 11 r E. a.r I 1/2. jy �E D'• Y 1 g EO EQJ L — 13 OR 14� .�•- ..-__ 1/4"0-20x3/4 S.S. J *' .7 �i ----- I,,, PHILLIPS TRUSS NFAD I' r 1/4*a-20X3/4'S.S-PHILLIPS ` EQ EO—. MACHWE SCREWS USING L xl CONCRETE ANCHORS ! _.'.,._� TRUSS HEAD MACHINE SCREWS 1--CONCRETE ANCHORS I' 7/4'-20 NUTS.@ 12'Q.C. (SEE SCHEDULE ON W/1/4"-20 NUTS 12'O.C. ' j 1 (SEE SCHEDULE ON SHEET 13) r .'J Msn.,.I POURED CONCRETE— SHEET 73) POURED CONCRETE OR CONCRETE BLOCK OR CONCRETE BLOCK v r ' IzNCRETE.ANCHORS REQUIRED � WALL REQUIRED HV WALL SILL INSTALLATION (SEE SCHEDULE ON (f)HV WALL SILL INSTALLATION POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED ,HV WALL SILL INSTALLATION X70 LXDRS,'OMB7NATIQN aF sem: INSTALLATION DETAILS WZ I'-SEC SHEET 4 FOR TYPICAL SHUTTER 'E.D. EDGE DISTANCE ♦ SEE LIMWTATIO14S OF USE FOR � H\1 BLADE ASSEMBLY (SEE SPECIFICATIONS ON SHEET 13) BLADE�ON SHEET 1S r1.1Y/ 2- MOUNTING SECTIONS CAN BE COMBINED jfJL r IN ANY WAY'TO SUIT ANY INSTAL7ATION, j FLORIDA BUILDING CODE(Nan Nigh Velocity Hurricane Zone \�A V EAI ✓ 02017 TILTECO.INC. (k`12077 EASTERN METAL SUPPLY, INC. �� sF`'. BER H TM 4F Accordion Shutter SystemA , A LG w. #i w/OR w/o ttv.WINDOW RAM A1n3rlcatt Shutter Systems REV.No DESCRIPTION DATE oaam4 BV LC - NG\' TILLIT TESTING &ENGINEERING COMPANY - Inc.% ly ,\ Assaclatlon, 1 QLD Ss-Das T.2T/1 DATE: .07/27/17 '$355 N.w.3m,S!. St 345.VUMNA,G OD4,FLOR"3316 42078 Westraads Drive 2 1 Pb—:(305)871-ISM.ra=:(305)871-1531 DRAWING.LN�o\ I:tit-0.0j.— West Palm Beach, FL 33407 .3 17- 7 V7a �+'�v/yPl+1L 4�Lrt EB-4006719 4SaHE�T r�r•••••II�7•rr± WAVIER A.TIL LIT Jr.P.E. 5 FLORIDA Ga./441 GT P.E. SEAL/SIGNATURE/DATE s 6 OF 20 CONCRETE ANCHORS j w,STFARow ♦ , —1�^ 1 u�Nros� i CONCRETEURED �__•(SEE SCHEDULE ON SHEET 13) Sa�IAE CH T OR ® EXISTING t ±.{s¢}C""'I" REOU7RED EDGE OF 11 FOR �,•_': ,. .;_r:r.....;','....J-.—D a-,•.=.,-, aA'Sim Sm19 GLASS-- K SLAB IF APPLICABLE E%IGI$IAS1iALTERNAT (s.toS�cuARs1stIaN ,i � EXISTING �i S1iFFT tt) it ti B 1' ,r J, i ANCHOR t, ; t t t aAss LOCATION �••�1Dx314*HEX WASHER HEAD 1 T OR 13 OR T*3 afa MLN. / TEX SCREWS.0 12',OZ. i 4 J ,'/ EDGE OF 3/8 uJN CONCRETE ANCHORS - - $ , J r $LAB IF {SEE SCHEDULE ON SHEET 13} I! F. t, Q i . J .A r % APPLICABLE r ,t tiJ �1+ .^ .+ I�/ ! ✓ EDGE OF r / kA EXISTING EOGE OF SLAB 7F GLASS—•-= I SLABPLIC 7F i -J r J 7/2 1 5 OF I. r ,.; APPUC.^BLE q - - j Msaom� APPL,CABLE -EO —E 4 1 POURED POURED FIAT HEAD CONCRETE ANCHORS ar is'f r .; r -.r J' ,!/ ,r,. APP(!C 7A$LE E.D.'* CONCRETE I tai i� m i• ♦ POURED y ! ROENORE O REQUIRED (SEE SCHEDULE ON SHEET 14) N shw s A ' T OR CONCRETE FLAT HEAD CONCRETE ANCHORS. REQUIRED 0.• E D.* (SEE SCHEDULE ON SHEET 14) 11 T_TENCH INSTALLATION VAUD ONLY FOR UP TO +70, -75 PSF A.S.D. F HV FLOOR INSTALLATION OI MV WALK—OVER INSTALLATION DESIGN PRESSURE RATING do FOR SPANS PER CG_J HY CEILING INSTALLATION SCHEDULE g3* SHEET I EX6lHNp "-._ YjL SEPARATOR CONCRETE ANCHORS m mss tm sLrruuta: O (SEE SCHEDULE ON7 SHEET 15) 1/4'0 frw 60440l=�' MEET rls I. EXISTING 1 EXISTING-•-'i 1----•.'—__"'�' TECHnffinOY OR I/.•O POAM I 1/4• EXISTING..� GLASS ' 'S°•MhTX ro° CLASS--, FASRNERS TAPPER,ANCHORS W/ . GLASS -i{tee sr muc on sN¢r 117 �'� 11fC IAN.EMMMITO O W j O i i i -I{ 9wiWtC wt A „Y Q oC'FOR S`PAtVS LARGER THAN itI I t i T 6'-0'O'UP TO 8'-0-MAX.APPLY T IJ4* < -�Si1WR R EYM FASTENER HEAT MAY ` Com'•)(`S 1/2. / ( "' SNEEt Ti F,E42 t3TATAT70N6 3/8' (' 8 i OR 1rJ D. $1,0x3/4 HEX rO*.� MAX. 1 u I 3 E j M.N T WASHER',HEAD I1X* - COITi.SFAl1N'T w t t t -TrK SCREWS .� r�f _ j � 6 12'D.C. #14x3/4 HEX HEAD_._/._JJJ°O •1 I"1- 1.3f8! t!' 1 TEK SCREWS®9"D.C. t 3 _ -- t i i i •• €I j! l 1/4-1-20a3f4'SS MS OR 1f4`D-20 S.S.M.S. i CONCRETE ANCHORS Y' j__ _ 6 + 77 L Sl `>1T4x.}f4`S.OS: VSNG T1Ca-�6 NUTS W/NUT®S`O.C. (SEE SCHEDULE ON 9`O.C. I t t t N 1+• r Ji ;' O 12'O.C. 1f2 { SHEET I4) / I ie t, Dmf4.NON STRUCTURAL ------� CO. WALL TRIM(DECORATNE I;r t EDGE OF 1,4x3SILL)1 t -'` SLAB 7P I4*F.H.S.D.S.5.0.5. MIN. t t t t \� POURED CONCRETE ! T 7 8 r H 7/8c ! APPLICABLE , L.A,._...'„ ®9`O.C. `-REOUERED ,r CONCRETE ANCHORS SEE'NOTE 17{6) 1 SEE NOSE 13{b} - I f f ! E D.1-•- POURED CONCRETE {SEE SCHEDULE ON ON SHEET T POURED CONCRETE OR CONCRETE BLOCK SHEET 1,4) ON SHEET 1 j, r - J DR CONCRETE BLOCK -»---�•-.•---+t=-•• REOUIRED REQUIRED (M�KEYSTONE �MOUNTING INSTA-LATION 0PT70NAL POURED K HV WALL FLOOR INSTALLATION MAXIMUM A.S.O.DESIGN PRESSURC+64,-72 Py CONCRETE Q © HV WALL WALK—OVER INSTALLATION MAx,,zw SH1UT1=R SPAN 8--O* REQUIRED d HV R I(INNGUARD INSTALLATION t t THIS 1 1. ADJACENT TO ANNOPERABLE EXIT ♦SEE —�- SHALL BE LIMITATIONS OF USE FOR ASSEMBLY SECTIONS4 .OGAN&E COMBINED F 5ECTIONS, *E.D. EDGE DISTANCE REMOVABLE WHEN PERFORMED �E tAON'SHEET 19 1NSTALLATIOIJ, DETAILS W ( HV @LADE I-:SEE SHEET 4f'OR TYPICAL SHUTTER (SEE SPECIFlCATIOHS ON SHEET 1,3} ORENTRANCE B 2 D1dT2. Pll A. p '- FLORIDA BUILDING CODE(Non High Velocity Hurricone Zone, 2 ANY WAY TO SUR'ANY IN BELCOMBI {* • '^�• p2017 TILTECO,MG. Q)2017 EASTERN METAL,SUPPLY;INC. ........ THA:H TM z1111p0.da Accordion Shutter System A.S.S.A. HN: BADE#1 w/OR W/o FV.4hCON WDE t' & American Shutter Systems EV.N DESCMPROH DATE DRAWN BY: L.C. TiLLiT TESTING ENGINEERING COMPANY ` ''�+'(1'', �/`LAA2 6J55 N.rv.10Th St ste,305.NRpra+GRm+C.F1oieDA a4t0 Association, Inc. -I OLD is-o8s 7/v/I DATE: ,07f27f17 Ph—:C305WI-1530.Fa :.(JD5)871-,531 4268 Wes#roads Drive 2 DRAWING No I * mai:GlecaOoa.eom West Palm Beach, FL 33407 3 =� �OMAL F•!��?,i,I EB-Doas7Ta 4 S 7-107 WALTER A.TIWT Jr.P.6 FLORIDA Uc,#44167 5 SHEET' P.E. SEAL/SIGNATURE/DATE 6 7 F 20 SEE END WALL CONNECTI DETAILS ON SHEETS AD-A—la INSTALLATIQNS W/ M HV SEE NOTES ON LOCKING RODS(2),W LOOKS(D F0_U TEXISTING CLASS 13LADE SLACK DETAIL VF IS VALID FOR AL'L CENTiRMATES APPLICCATION WITH SLADE 13LADE WZ FIV ENTERMATES 0 OR SEE END WALL CONNECTION (-EXISTING EXISTING GLASS DETAILS ON SHEETS 10 & 16­ Q,(2)- @ --———-- ————————————————L 7- 6 1/2* (W63-Ta ALL"ALUM. Pf!PQSING t SYMMETRYCAL ANGLE W/(2) 14'0 IAPCON 1/2' ANO .... .CONCRETE CENTERL4ATES t CENTERM ATES MIN,SEPARATION (TOP/sOric - 010.3 12' WZ HV LOCK (2-rgr G.C. �_ILI_S�a TO GLASS M)11 FU W/ HV LOCK (4)#10.1/2"S. S-To .1-1 LL r4rHT. (SEE SCHEDULE or AT EACHANGLE.(TYP) I1.1 I ON SHEET 11 E 5 I T 5 --"X— K 17V 0 (D j I 'V L 'V-, _1_0 AA HV8 OUT HVIC HVA @-@oN@--0o­@-@ EXISTING CLASS -POURED CONCRETE OR CONCRETE BLOCK WALL REOUTED -------------- — \F_ _,7 6 . _F 7 @ SYMMETRICA IN 'IN.SEPARATION TO CLASS rJ CENTERM (SEE SCHEDULE (INTERIOR) ON SHEET 11) _.J GLASS ATES OPTIONAL (a).@.@.@.@.@ W1 HV LOCK MIN TO GLASS'SEPARAT ON -- - --- ' U 4� (SEE SCHED LE DKI OPIZONAL ON SHEET (INTERIOR) ANCHORS 0 16"O.C. (D 0— Qn3 VARIES Le 1-6 o a) - 90, VU T 6 1/2-MAX.SLACK Fo-Of FIVE IVF** HVQ FLORIDA BUILDING CODE(Non, High Velocity Hurricane Zone', 21 y 02017 ULTECO,INC, 2917 EASTERN METAL,SUPPLY,INC. — BERTHA VIM Accordion Shutter System I L7 T7- E C70 i,7mc, A.S.&A. L RV. MAX#1 W/CIR W10 KV. WNDOW BLADE American Shutter S OMCRIPTION OATC DRAWN BY, Le. LUT TESTING & ENGINEERING Systems iqL� TI NEERING COMPANY &355 M-.36�.St�S�3M VVPNIA GARDEM,FLORVA 3310 Association, Inc. I �OLD 15-085 07/27/17 DAM- 07/27/17 Phone (305)871-15SO,To..(3w)871-1531 4268 Westroads Drive 2 DRAWING NO ........ T.t�G_00.6_. West Pcim Beoch, FL 33407 3 "10 10 . ES-0006712 17-107 WALTER A.TIUfr J,PX I FLORIDA U..1 44167 5 SHEET 'P.E. S N RE/DATE a OF 20 ALT ERNATE—J14STALLA TION W/HV '-T" L C 0 Y MALEIFEMALE "T" LOCKS CENTERMATES 68-)— 4 & LOCKERS 2Z WZ 6) BY SLADE SEE rLNp CONNEMON DETAIL ON SHEM 10 & IS INSTALLATION (-1) HV BLADE Fr),�EXTSTINC GtAS5 6-07T 17N *BLADE Q SLACK DET#LL IW,INDICATED ON MET 8. W HD CENTERMATES tis WELL A5 UNW-RSAL FLQAIING BLADE Q DETAIL HDD-mV —MIA ON THs slim imy BE uSmo wwON YMS ALTFRRA LLATIoN OETAIL HVG SHOWN IN THLS SHEFY, SEE END WALL CONNECTION QUAIIA N SHEETS 10& tS 0- T 4. T.uiDt) (opit—) n caNCRm -e L-——————————————————————————————————————---—--———— (w/wmw) I SM.S. 11D.Iff SN5 0 12' 3 (4) v (4)H.V.. FuLL HV "T' r, . \ M QA% FIN N45 R) NILS 3 /a. �I . \ , E LOCK (INSIDE) I A 2 1 0.1 S/w 23'F' N FOUT 31 oR@3331 OR(@ 31 oR 3 .301 ONn32' 2 1/4" 0-20 x 1 1/2" S.S.M.S. 35 (oRnowv) HoC—HVC NOTE 6-FOR W LOCK 3@ W/ 7/8"0 x 3/32- WINONUT. (ormuAL)HOB—HV8 T•LOCK,ON SHEET 6. �& gHV "T" LOCK (OUTSIDE)— -ED.CENTERMATES SYMMETRICAL CENTERMATES W1 n* LOCK (EXTERIOR) W/W/ LOCK (INTERIOR}.4—V—G (2024-T3 ALLOY)LARGE FLANGE MN SHEET NUTSERr.PART 1 0620. 6-0.@-0-0- AS MANUFACTURED BY AVDEL CHERRY TEXTORN,PA"PPENY.NEM JERSEY 07054 OR EQUAL --,gk—------•—•—-— 3 SEE NOTES DN tDOMNO R0050&10(3 iOOAS W SNOU 5 W&VSu FLOATING MADO DUn HOD-hW G wLu m ALL comwm opIC vT %w Ewt FLOATING STACK R A, FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, 02017 TILTECQ.INC. 0 2017 EASTERN METAL SUPPLY. INC. BERTHA . Accordion Shutter System I RC'O INC.' AS.S.Aw RV. R"#1 W/OR:W/0.RV. WINDOW IAXE AmerIcan Shutter Systems kEV.W DESCRIPTION DATE 'DRAWN BY. LC. TILLIT TESTING & ENGINEERING COMPANY 2. 355 N.W.36m St,Su,MS.V10KANA CARMN&FLOWA 3316 Association, Inc. I OLD 15-081, o7/27/17 DATE. 07/27/17 DRAWING No Ph—:(n�071-15m 4268 Westroods Drive 'yj............ ..I:Ult—OW... West Palm Beach, FL 33407 3 ES-00136719 17-107 �ON�L G 111 WALIER k 7ILUR J,�P.E. 4 FLORIDA U.#44167' 5 SHEET P.E. SEAL/SIGNATURE/DATE 8 OF 20 -7- POURED CONCRETE POURED CONCRETE 0 URED CONCRETE POURED CONCRETE OR PO OR CONCRETE OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL BLOCK WALL REQUIRED BLOCK WALL REQUIRED BLOCK WALL REQUIRED r. REQUIRED v /* EXISTING GLASS EXISTING GLASS 2,LAIN. CONCRETE A14CHOR GLASS > EXIS71NG GLASS EXISTING 16 MIR SCIPAPAMN "I Z i r7l 2"MR:. < f TO GLAS(SEE urLSEPAWON MIN.SEPARATION ?AR SS�ARATICN SOHEIYULE ON SHEET, 10 GASS(SEE I I FOR IELADE 0ANO TO MASS(SEE ED ED TO GLASS(SEE 19 SCHMULE ON SHEET SCHEDULE ON SHEET samu ON SHEET 1/16*4'MAX. ON SHEET FOR I I FOR BADE OAND 11 FOR SLADE a)AND (6063-76)CONT. MADES 0 SHEET 19 FOR I I FOR MADE 090 ON SHEET 19 FOR ALUM.CLOSER MADES III&(9 ON SHEET 19 FOR (LOCAATME AT Erzm PLATE. (LOCATE Dom(D&0 EITHLR SIDE I AT EITHER SIDE MIN OF& I. 46 USE I'OR 2*MAX. OF 1 2'MIN F #10xl/2'S.M.S. rr'xO"-V ELvi�� #10%1/2"S.. S. 0 16'D.C. ALUMINUM CUP ANGLE HEIG '="' (6063-16 AL�LO%Y�).AT MIDg! Is"O.C. .3 TO H-T--Ir Lfv 4 j10xI/2' S.--(4-" — -Al N (2)1/4"o TAPCONS ANCHORS tO G) .- WALL AT I'D.C. (LOCATE AT SEE DETAIL X FORJ @>J SIDE CONNECTION ��OR EITHER SIDE OF Q) dOR COR - SEE DETAIL X FOR TO TRACKS SIDE CONNECTION SEE DETAIL X FO (4)-J SIDE CONNECTION .0 6 7 10 TRACKS '6-0-0-V-UO- TO TRACKS @- / a.@.@-0-0-0- L-@-Q) 486 &0-@-(D-0-0- 0-0-.@-@-0- 0- END CONNECTION DEIA (1) END CONNECTION- DETAI END CONNECTIQU DETAIL END CONNECTION DETAIL 1,116 REQUIREd ONLY FOR SPANS GREATER THAN 12--0- POURED Z CONCRETE OR EXISTING EXISTING GLASS CONUIRETE CRBLOCK WALL GLASS REQED ------------ -------------- MR SEPARATION ---------- 1--- --------- SEPARATION TO GLASS(SEE To o OR@OR@OR SCHEDULE ON SEES MASS(SEE I I FOR BLADE(DAND CONCRETE r ,�/2" MIN. SCHEDULE ON SKET OR(9 OR CONCRETE ON SHEET 19 FOR ANCHOR 0 11 FOR BLADE(DAND ------- - ---- @-@ aADM (G) 12"D.C. ON SHEET 19 FOR ' OR(p ANCHOR i 16" 1/2-MIN.. 4 OR®OR(D OR ED 2*MIN. 2"MIR/ SEE UTONS OF USE FOR VIEW BLADE SHEET 19 5 eO R WNI PLAN Q)UK DETAIL CURED CONCRETE OR END I STALLATION C REQUIRED BLADE OR CONCRETE BLOCK WAM (D-0-oo(D-0,@ 1 MV HV, WINDOW BLADEINTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION IL NECTIO DETAIL(9) FLORIDA:BUILDING CODE(Non High Velocity Hurricane Zone'. ........... 02017TILTECO.INC. 02017 EASTERN METAL SUPPLY. INC. BEWTHA NVTM EC 0 Accordion Shutter System AnSaSaX T,JL Rv. a-am WON W/o kv. WNDow BLADE American Shutter Systems 3EV.Nc DESCRIPTION DATE DRAIVN L.C. TILLIT TESTING & ENGINEERING COMPANY -RE-R`i/27/17 6355 N.W.36th SL,rAa 305.Vu%f�CARPE S.FLORA 3316t Association, Inc. I OLD 15-085 17/17/li , 07 426.8.'Westroods Drive 2 DRAWING No .-0:V11...00.1 West Palm Elaoch, FL 33407 0 14�0016739 17-107 WALTER A.-TAUT V.E. FLORIDA Li.1 44167 5 SHEET P.E. S SIGNATURE DATE: 6 10 OF 20 SCHEDULE #1 SCHEDULE 92 S�CHEDt�LE #3 MAXIMUM SHUTTER SPAN '•L+" OR "L 14AXIMUM SHUTTER SPAN* "L+" MAXIMUM SHUTTER SPAN*'1+" '-' ll:L'TAt.LfLIlON LEGExo -NOTES: (ft. . FOR INSTALLATIONS W/ �$ fl6 OR "L-" (ft.) FOR OR "L-" (ft.) INSTALLATIONS .—..—... CENTEgMAJE2.® &Q org INSTALLATIONS V!f P W SYMMETRICAL CE(jTFRM CONCRETE & WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W ONE H.Y. LOCK or or or CENTFRMATE & % ONE HV LOCKS MANSORY POSITIVE A-S.D. DESIGN PRESSURE RATING. HD LOCK W/ NO LOCKING RODS or ONE NV LOCK or or L-:MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE OR W/ NO LOCKING WALL A. B. C. D. E. M, N. O, P, Q, A.S.D. DESIGN PRESSURE RATING. CENTERMA7� 283 29 W/ ONE W/ NO LOCKING RODS® PODS MOUNTING F, K & L R. S. & V. Fe"T" LOCK 30 W/TWO LO(K NG (SEE NOTES t,tt) (VALID FOR MOUNTING(D (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR .RODS 35 NNT1��O1T�PF�GG&tt9O'TTOM t85EE SHEET 7) FLOOR/CEILING G H. I 11, U T U, W & X WALL MOUNTINGS(TOP/BOTTOM) OR FLOOR/CEILING: CONCRETE&WU4 INSTALLATtpNS V CONCRETE&W000 CONCRETE MOUNTING & M wuaMw a vu GIVEN A POSITIVE,AS.D. DESIGN PRESSURE RATING, D.DEI IiSD DES" A 9 0.SM.DESIGN INSTALLATIONS A RE DESIGN PRESSURE WALL MOUNTING PRESSURt DETERMINE MAXIMUM SPAN'L+' FROM SCHEDULE. PRESSURE WALL MOUNTING FLODRfCEIUNG & R(TNG FLOOR/CEILING MOUr11wC GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, a> MouNnNc _ M•a•r•) FLOOR/CE]I1NC MOUMWG OR OR-) FLOOR AU.MOUNTING n DETERMINE MAXIMUM SPAN `L-"FROM SCHEDULE. IT (h} L-(ft) L+ (7t). L-(6) C+ (fi} L r{ftj Li {ft} ;^(ftj' IN MAXIMUM SHUTTER SPAN`L+"OR.M PoR 30 OR LE 16'-0" 16`-0` 16'-0' 16'-0" 30 16"-0" 16'-0' 30 16'-p" 16'-0' 105 TUITIONS.INTO W000 SHALL BE LIMBED TO FINAL MAXIMUM ALLOWABLE SPA1 SPAN E EQUAL TO THE t45 gsL A5.D. DESIGN PRESSURE 2ATiNG. MINIMUM DETERMINED SPA1J BETWEEN `L+"AND "L-'. 35 14'-10" 14'-10" 15'-2' 1 16'-0" 35 _14•-10' 14'-10"- 35 15'-2' 16•-10' 40 13'-10" 73'-70' 14'-2" 15'-2' 40 13'-20" 13'-10" 40 ..14'-2' 15-2' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1` 13"-1" 13"-4" 14'-3' 45 13'-11' 13'-1" 45 13'-4" 14'-3' 'I' HV CORNER CENTERNATE #3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5" 12•-5" 12'-8" 13'-7" 50 12'-5"� 12'-5` 50 t2'-3' 13'-1' MOUNTING INSTALLATIONS.LACKING SPECIFICATIONS Y!/FLOOR/CEILING MOUNTINGS: SHALL BE AS INDICATED ON MANDATORY CONDITION d2 55 11-10' 11'-t0' 12'-1" 12'-11' S.5 11-10 11-10 55 11'-1' 11'-11' FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 60 1t'-4' tl'-4' ii'-7• }2'-4" 60 11'-#' ik'-4" 60 10'-2` 14'-11 NOTE�5,SHEET S. RATING: 65 10'-10' 10'-10' 11'-1" 11'-it' 69 10'-10" 10'-1tl" 65 9'-5• 1a'-1' DETERMINE: LI+"+ MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 70 7ti•-8' k0•-6 10`-9" T7•-5" 70 10'-8' 10'-6" 70 6•.-9' ^ 9-4• L2+- MAX. SPAN FOR FLOOR/CEILING MOUNTING 75 10"-1' 1d-1' 10"-4 11'-1" 75 0'-1' 10'-1" 75 B'-9' rEXCEPi THAT MAXIMUM SHUTTER INSTALLATIONS. 80 9'^10' 9'-10' _10'-4' 10'-9" 80 9"-.10" W-10• SPAN"L+'OR'L-'AND MAXIMUM AS.D.DESiNG FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 10'-5` 85 9'-6' PRESSURE RATING FOR IN TALLATIOIJS INTO CONCRETE RATING: 9D 9'-3' 9'-3' 9'^5' 10'-1• 9D 9'-3' 9`_3 OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS: DETERMINE: 1- CONNECTIONS TO KEYSTONE MOUNTING U-= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 9'-2' 9'-10" 95 9'-0' B'-9" LIMITED TO +64,-72 P.S.f. AND 8'-0'• SPAN, SEE L2-- MAX, SPAN FOR FLOOR/CEILING MOUNTING too 8'-g' W-4.` 9'-0` 9'-1. 100 8'-9" 8'-4` MOUNTING MOON SHEET 7. INSTALLATIONS. 105 8'-7' 7'-11• e'-9" 9'-4' 105 W-7' 7'-11` ;110 B'-4' 7'-7 8•-7' 9'-2' 110 8'•-4' 7'-7" FINAL MAXIMUM ALLOWABLE Si5 EQUAL TO THE 115 W-2" 7'-3" 8'-4` W-11' 115 8'-2• 7'-3" SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN'L1+', "La-% 'La-•"AND `L2-` 120. g•_p' 6'^71- 8'-2' 8'^9 120 8''a' 6'-11" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-10' 6`-8" 8'-0' 8'-5" 125 7'-14' �6'-8" ���,.� ALLOWABLE SPAN AND NEGATIVE AS.D. DESIGN 130 T-B" 6'-5" T-10` 8'-1' 13G T-8' ••77 6'-5' WINS ZONE PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 T-7` s-z T-9 T-s _ t35 T-7' 6•-z' MINIMUM SPACING, 140 T-5' S'-11" T^7" T'6' 140 7'-5' S-;1ASTM E-1996 SEPARATION 145 T-3- s-9 7'-5- T-a'- 145 7'-3'- s-9' TO GLASS 150 - 7'-2' 5'-7' 7'-4' 7'-0` 150. _ 7,-2• - S,-7• 155. 7'-4" -S'-s" 7'-2' -6'-9• 155 7'-0'- 5'-5' 1 THRU 3 1" 160 6'-11' S'-2` T-1• 6'-7" 160, 6'-11• 5'-2- 165 6=10' S'-7" 7'-0` 6'^4' 165 W-10' a-1' 170 6'-9" 4'-11' 6'-11' 6'-2" 170 6'-9' 4'-11` 175 6'-7" 4'-9' b'^9' 6'-0' 175 G•-7' 4'-9' -•160 6'-6' 4'-8` 6'^8' S'-10" 180 6'-6' 4.-". H BLADE 185 6•-5' 4'-6" 5'-8' 185 6"-5' 190 8'-4• 4••S' 6'-6' '-6` 190 1 6'-4• 4'-5" 195 6-3" 4'-3" 6•-5" 5'-5` 1735 6'-3• 4'-3' 2fl0 6'-2• 4'-2" 6'-4" 5'-3' 200 W-2 4'-2" �s 208 fi'-1` 4'-1" 6'-3' 5-1" 205 6-1 ,u .,} FLORIDA BUILDING CODE(Non High Velocity.Hurricane Zone %1�r\Q`r, •••• / 02017 TILTECO,INC, tO 2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM A S S: A Accordion Shutter System ° Mcotims- ■ ■ tLv RAM#1.w/OR wfb Iry W NDON eLApE zc --�-- t a TILLIT TESTING & ENGINEERING COMPANY American Association,, Systems- T„yI p DE6CR-08 DATE DRAM 0 127/1 LG. % 4355 tlw,JBU St.,Ste 305,N NW GWDEN&NLOFWA 3314 A890C�CttOTIr,.Inc. 1 OLD 15-085 7/27/t DATE 07f27(17 Ppcn4:{305)671-153D..Fax:t365}671-1931 4268 Westroads Drive z DRAWING No e m 11; 411... Loom West Palm Beach, FL 33407 3 1 1 0 (1�f•�.... ..•"�V r11 ES—CO06719 4 17�`i 1J7 •-+l7A�°' rta WALTER A T0.LT Jt,P.E. . .+r'r FLORIDA Go,t 44167 5 SHEET P.E. 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SHUM SPAN, IN SPECIFICATIONS ON ANCHOR REQUIREMENTS;POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES &52_MLAOPRESSURE RbjjNG ARD A CORRFSPONOiNG INt1N ?YPE FOR,mmm OR coNCRETE BLOCK.,IN-PAI AMONS (SEE MOUNTINGS E G.&H ON SHEETS 6&7) 1.ANCHORS TO SU851RA7E SHALL BE AS FOLLOWS: POOPED CONCRETE/CONCRETE BLACK POVRW CONCRETE (A) TO EXISTING POURED CONCRETE:(Min. Pc-3 ksi) uA)OMi1u OWALL SILL MOUNTING @GElLING MOUNTING @)FLOOR MOUNTING - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY LT.W.BUILDEX.(Min.FC 3 lei) ANCHORS SPACING L(a` n - 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. (Min, f'c m'3 Epi) SPAN(a} ,OESGN N(L4TWE PRFS'S11RE RA7LY0 TAI Sn.DESIGN NEGIWE Pf63SUFE LUTING .D.OeXa NILLTSF PRESSIRE MiWG 1 - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min.f'c -2 ksi) TAPCON OR - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED By ALL POINTS SCREW.BOLT&SPECIALTY .30 d0 60 75 40 i2a 160 205 30 40 60 75 90 120 760 205 30 40 60 75 90 T2tl tfi0 205 TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. f4 12 10 0 a 8 6 55 14 12 10 9 8 8 G 6 ti 12 10 9 8 8 6 6 THREADFORM TECHNOLOGY (Min.f'c-'3 kSY) S-O" 14 72 10 9- 8 8 6 6 14 12 10 9 $ 8 6 6 14 12 10 9 8 8 6 6 ALL POINTS SOUD-SET OR LESS 14 12 10 9 0 8 6 8 14 12 10 0 3 8 6 6 14 12 10 9 a 8 6 5 BLUE TAP W/CAP NOTES: t4. t2 10 9 8 8 6 7 14 12 f0 9 8 8 6 6 11 t2 t0 '9 8 e 6 8 TAPPER+ AI}MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND Tt3'PER+ 74 12 70 9 6 7 5.5 3.5 L 72 10 9 8 $ 6 6 14 12 10 9 0 e 6 5' ANCHORS IS t 3/4',AND FOR BLUE IAP W/CAP ANCHORS IS 1 1/2`. 14 t2 10 9 8 8 6 6 14 12 10 9 a 8 6 6 14 12 10 9 a a 6 5.5 i4 12 to 9 8 8 6"'4 14 12 t0 4 $ 9 6 4.5 14 t2 10 9 8 6 s 3S A2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4"ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8"INTO THE POURED CONCRETE,NO EMBEDMENT 14 12 10 9. 8 B 6 4.8 14 12 10 9 8 8 6 5.5 14 I2 t0 9 a 8 6 C5 - INTO STUCCO SHALL BE PERMITTED. 1/4.0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO �F SE�-E DMTA110NS OF USC FOR 14 12 10 9 7.5 S.5 3.5 - 14 12 10 9 8 a 6 5 14 12 10 9 8 J SS 4 1• EXIST,AND 2'MINIMUM FOR WALLS WITH NO STUCCO. 5'-0' 14 12 10 9' B' 8 6 6 14 12 10 9 6 a-' 8 &5 14 12 '10 9 d 8 6 4.5 LI_.Ma0EA ON 5x'�T t9 t4 t2 f0 9 8 7 4 - 14 72 10 9 8 &5 �5 3;5 to 12 10 a' 8.6 s SS J A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS;PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WA2 OR FLOOR, t4 -12 10 .9 8 7.5 4.5 - 14 12 10. 9 8 e.' 6 4.5 14 12 10 9 6 6 4.5 T75 ANCHORS SHALL 8E LONG ENOUGH 10 REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON t4 12 9:5 7.5 6S 4.5 - - 14 12 10 9 a 7.S 5.5 4+1 12 -10 9 8' 5 4.5 3.5 NOTES At)&A2)ABOVE.FOR INSTALLATIONS ON VINIC SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 14 t2 t0 8 8 8 6 - 14 12 10 9 a 8 6 t2 }0 8 & 6S 5 3.5 INSTALLATION INTO[ITS WITH METAL STUDS SEE SHEET 20. 6'-0 74-12 10 9 7S 5.5 7 - 14 12 10 &5 7 S.5 4 12 8 8.5 &5 4 3 - t4 12 10' 9 85 - - 74 12 f0 9 8 6.5 5 i2 70 8.5 (8) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 14 72 8 9 5.5 3 - - 14 12 10 9 8 6.5 5 3.5 74 t2 t0 8 7 5 3.9 3 - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THRFAOFORM TECHNOLOGY ANCHORS,AS MANUFACTURED 0Y I,T.W.BUILOEX. 14 12 a 9 6 8 - - 14 12 10 9. a 7 5 4' 14 12 .t0 9 7S 5.9 4 3 - I/4'0 x 3/4'ALL POINTS SOLED-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. 7'-0` 14 t2 ,t8 8 6S 4 - - 14 t2 9 7.5 6 4S 3S 14 0.5 7 5S 4.6 S.S - - 1/4-0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED By FLORIDA FASTENERS DIRECT,INC. 14 12 10 &5 7 4 » 14 12 -0 9 7S 5.5 - 14 12 9 7 7S 4.5 - - 1/4'0 TAPPER.ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC:,AND DISTR16UIE0 BY ALL POINTS SCREW,OILS&SPECIALTY t4 tt 7 $.5 4S' - t4 12 10- 9 1.9 5S 4 - I4. 72 .s '7 8''4S 3 -_ COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 12 10 .9 8 6.5 - - 14 12 10 8 'B 6 4. 14 12 10 8 BS 5 3S - NOTES: 14 t2 &5 7 5,5 3 - - 74 12 8. 6.5 5.5 4. 3 = 12.5 9.5 6 5 4 ,3 - B.t)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS t0 t 1f4'AND TAPCON ti n 9S 7.5 8 - 14 12 9.5 B b.3 5 - - t4 t2 .a a SS 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS t'. IS 9.S 6.5 5 3.5 - - 14 12 10 8 5 - - 14 12 9 6.5; 5 4 - 9'-0' 14 12 70 9 9 - - - 14 12 t0 9 7.5 4.5 - _ 14 12 8.5 7 9.5 4 _ - 8.2)MINIMUM EMBEDMENT OF 1/4`0 x 3/4'ALL POINTS$OuD-SLT ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 n.5 7.5 6 4 - - 14 It -5 a5 5 3s - 11 a 55 4.5 3.5 - - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.& MACHINE SCREW USED SHALL BE 1 1/2' LONG MINIMUM SHOUL4 STUCCO 14 12 B 6S 4,5 - - 14 12 &5 7 5.5 4 - - 14 10.5 7 5.5. 8 4.5 - - EXIST,AND I"MINIMUM FOR WALLS WITH NO STUCCO. 1175 8.5 S5 4 - - - - 14 12 9 7 6 4.5- - - 74 ft 7 5.5 4.5 3.5 74 t2 to 9 7.5 - - - 14 t2 10 8 aS 5 - - t4 12 8 6 5 4 - 0.3)IN CASE THAT PRECAST STONE..PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. t0'-0' 14 70.5 7 5 3.5 - - - 13 95 6.5. 5 4 3 - t0 7.5 5 4 3 - - ANCHORS SHALL BE.LONG ENOUGH TO REACH THE MASH STRUCTURE BEHIND SAID WALL FINISHES..ANCHORAGE SHALL BE AS INDICATED ON to 1t 7S 5S - - - - t4 11.5 9 6 s 4- - - 2.5 AS B 5 4 4- - NOTES B.1)&8.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR ETFS WITH OR WITHOUT META.STUDS CONSULT THIS ENGINEER 114 8 S - t4 t2 8 6.5 5.3 4 - - 2- t0 e5 5 4 3 - - FOR INSTALLATION INTO En WITH.METAL STUDS SEE SHEET 20. 14 IZ. 10 - - - - 14. 12 9 7 6 4,5 - - 14 10.5 7 S.5 4.5 3.5 - (C) ANC14ORS SHALL.BE INSTALLED rOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 12S A5 5_ _ - 12 9 a 4,5 4 3 - A 7 +5 3.5 3 - - 14 10 7 - - - - 14 10.5 7 S.5 145 - I- I- 17.5 8.5 5S RT 15s - - (D) SEE SCHEDULE DELDW FOR EDGE.DISTANCE(E.D:)VERSUS SPACING RELATIONSHIP FOR ANCHORS. aS 7 -4-5-- - - -• 14 11.5 7.5 0 5 - - t2 9 1 6 14.51 4 - 72'-0" 14 12 10 - - - - - -ii- 12 8 as 5S - - i3 10 65 5 4 - - EDGETA3 VERSUS SPACINO SC�HEDt�LE FOR ANCHORS: i 11,5 e5 4.s ^ - - - 11 8 5.5 4 3.5 - - 8 6 4 J - - - MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW. FOR E.D.LESS TWIN THE INDICATED.REDUCE ANCHOR SPACING 135'9S 6- - •- _ 13 9S &5 S 4 - - - ta.5 8 5 4 - - - - BY MULTIPLYING SPACING SHOWN ON SCHEDULE By THE FOLLOWING FACTORS. g 85 - 14 10.5 7 5S 4S - - - 11 BS 55 4.5 JS - - REDUCED SPACING OBTAINED USE FACTOR SHAD.NOT BE LESS THAN tAMIAUM SPACING INDICATED FOR EACH ANCHOR TYPE. 13'-0" 14 12 - 14 11_5 7S 0 -S _ - 12 9. 6 4.5 4 - - - FACTOR 10.5 s _ _ _ _ ttl 7.5 5: 4 3 - 7.5 5.5 4 3 - TAPCON WITH ADVANCED TAPPER 1z 5 es - - - - 12 9 a 4.5 4 - - 9.s i 5 4 - - EDGE TAPCON ALL POINT SOLID SET BLUE TAP W/GAP _ /gyp DIGTANCE THREADFORM TECHNOLOGY MIN.SPACING 8 6 - - - 13 9.5-&5 5 - - - 0.5 7S 5 4 - Y B OR ED. MON.SPACING m 3" MIN.SPACING=3' MIN.SPACING-3 1/2' MIN.SPACING-3' 3 3/4' 4' 14 10.5 7 &5 - - - - ii 8.5 554.5 - POURED CONCRETE& POURED CONCRETE& POURED CONGREIE& [14'-0' CR Iq 7.5 - - - - 0 7 4.5 3S » - - 7 5 15 3 - - W HV BIAU 14XFiED IXXlY.ISiEEIE ODN3fETE 8.000 KllAffD CONATUS£LLYd31kTE BCaCTt a 5.5 4.5 - - - ^ 9 6.5 4.5 - _ _ _ v 0 CO AN,F1)BLOCK tat Ett•3 7/2'MR.CO.+21/2' MN.FO.•3 LOCK tONW EIEOaIOCK 4 EO.S iJ2'tai EO.•21/Y i4N EO..T- - - 12 9 6 - - - - - 9.5 7 4.5 - - - - - 3' 1.0 0.90 lA 0.78 1.0 0.84 1.4 t4 - - - _ - 35 to 6S _ - _ _ -.IAS $ 5 - - BLADE 4�RKING - .o - - 0.67 1.0 B' - - - es fis 4 - e.5s 3 - IN UNISON ♦ 2• 0.7i tlst t0 - - - - - 10.5 a 5 - - - - OS5 4 - - - - - - - - 7 t5 6s SS9 - 0.91 - 0.43 T4' - = - - - 12.5 9.5 6 - - _ _ - t0 7S s - - _ - - 1 t/2' 0.35 - - - - 0.35 - g 4 - - 6 4,5 3 - BS _ --ga' -7 S -. - - -1 8 67:4 - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' ILII N�vi A. 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EACH SECTION ON SHEETS 16&17. -SPRUCE PINE FIR NORTH W/G.0.43(N.O.S.) E9CEPISOW SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/0-0.36 -MIN.1/2"COX PLYWOOD.(1986 APA) 2.ANCHORS TO HOLLOW CEUNG SHALL BE AS PER MOUNTING TYPE U,SHEET 17 AND SHALL CONSIST OF LAC SCREWS AS PER NOS 2015]SPECIFICATIONS. -4;ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPEOFICAMONS OF THE ANCHOR'S MANUFACTURER. ;tAfAAAA"�*��•. FLORIDA BUILDING CODE(Non .High Velocity HUrricane Zone Ik1{; e.,,o� 02017 71LTECU,INC. 02017 EASTERN METAL SUPPLLY..INC. A S S A Accordion Shutter System 7k 7MC707, C. . Ir ■ ■ FLV. 11ADE#i`Wf OR W/0 KV.WINDW MADE L American .Strutter Systems Ev_ DESCRIPTION DATE DRAWN Bt: L.C. TILLIT TESTING & ENGINEERING COMPANY Association, Inc> I OLD 15-085 7/27/7 DAT* 07/27/17 6NY N.N.361A.St,SW.33.Y.RDDM 6DENS,fLDROA 331 4p 0J65-+4+ Pnona:(.w5)871-1530.Ea::.(305)871-1531 4268 Westraads Drive 2 DRAWING Nq t"s[',.n ..{..... + e 61:UltecoODaxom West Palm Beach, FL 33407 3 7 F/� �,L1ti+ WALTER A LLrr 4EB-00069,P.E. 4 F 7r/V7 I FLORIDA Lia.A 44167 5 SHEET P.E. SE4Cf3toll 9A'IURE%DATE 1 6 t5 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (D HV & (9 HV* BLADES AS APPLICABLE MAX. SHUTTER SPAN L OR L— FOR INSTALLATIONS INTO WOOD WITH H BLADE(1) ONLY ,SHALL WALL FINISH BE LIMITED TO 105.0 120, A-S,D, -DESIGN PRESSURE RATING, SEE SHEET— 19 FOR MAX SPAN & ij 1/4'0 1A%ON OR A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH B QE Q WORKING IN UNISON I TA .. T.ADVANCED THREADFORM TECHNOLOGY T�4*0c'TAP'C'ON OR W",ADVANCED THREADFORM TECHNOLOGY PENETRATION Min. TO W/ I t/2,Mfn. PEN NOR SEPARATION OF PENETRATION OF THREADED AREA TO EXISTING T11 R`91 WOOD HEADER.(SEE SCHEDULE ON SHUT 15) TO ows(SEE --OOR I EXISTING WOOD HEADER, (SEE SCHEDULE ON SHEET 15) 1/4`0-20x3/4"S.S. MACHINE SCHEDULE ON SW BLADE @A C113) /1/4�20 NUTS I I FOR (DANG_ 12 O.C.OC' ON SHM 19 FOR i I*Min. EXISTING I t NM CLASS VIALL— ®R FINISH I if ��PTIONAL �—WALL FINISH OR I&STING MIN. I IN TAPCON OR TAPCON WITH ADVANCED • THREADFORM TECHNOLOGY 1 2`x4'Y1000 ----@OR —2'.4'WOOD' 114 HEADER REOUTRED I HEADER REOUIRED CWd 1 AREA EASIING LMSWAIIATION i Min.PENETRATION or THREAD AR_4TO GLASS-- TO GASS(SM SEPARATION TO GLASS EXISTING WOOD HEADER. I SCHEDULE ON Sim u SHEET 15) I I FOR SIDE 0AND' ON SHEET I GLASS ON SHEET 19 FOR 2.4'CONT. SILL IRACES 1)&0 EXISIING ��41211"-SCHEOULE PLATE REWD. (")HV WALL HEADER INSTALLATION (��)�V WALL SILL INSTALLATION (�)HV WALL HEADER INSTALLATION MIN SEPARATION TO CLASS EXISTING MIN.SEPARATION TO GLASS ( s M tj: i[_ IDOSTLg_/�—(SEE'SCHEDULE ON SHEET I I E SEE SCHEDULE ON SHEET 11)- GLASS---E X ON TO GLASS OLAS 2!'.4*CONT SCHEDULE ON SHEET 11) WOOD PLATE A Sri, 1/4-0-20.3/e S.S. REOV. MACHINE SCREWS 1/4'0-20.3/4"S.S. USING 1/4'-20 NUTS MACHINE SCREWS W/ 1/4--20 NUTS 0 12' f 0 12*D.C. 7 OR@ D.C. OR j.. 77� .5p L I XNAM Z'x4*CONTi WOOD PLAT REVO. I-Min. E Iii! 1/4-0 TAPCON.OR TAPCON WITH ADVANCED ti Ilk OR "o, I g, Min. TECHNOLDGY W/1 1/2- 1 2 PENETRATION OF 7HRWEO AREA TO n 'ILL PLATE EXISTING WOOD HEADER. 1/4'o TAPCON OR TAPCON WITH ADVANCED ;k '. 1 11 11 1/4-0 TAPCON OR THREADFORM TECHNOLOGY w/ 1/2- (SEE SCHEDULE ON SHEET 15) W..PENETRATION TAPCON WffH ADVANCED 1-SFE SHEET 4 FOR TYPICAL i !\ 1014 OF THREADED AREA INTO PLYWOOD TECHNOLOGY SHUTTER AS L li,,-j —WALL FINISH ASSEMBLY. 2 Mi.PENETRATION OF 2-MOUNTING SECTIONS CAN BE (SEE SCHEDULE ON SHEET 15) MIN.CD THREADFORM "ZiEl's G MIN.'". Ili STUDS 0,11'D.C.MA)L PIL)WOOD REO13. W T4"'D. WALL SO AREA INTO PLYWOOD COMBINED IN MY WAY TO 1/2-M!N.COX PLYWOOD RED RCQ'D.PLYWOOD TO DE (SEE 14EMC ON SKEET is) SUIT ANY INSTALLATION. HY WALL SILL INSTALLATION �.MON*MIN, 2*.4'STUDS 0 16'C.C.MAX.-REO*D. ATTACHED TO STUDS IN PLYWOOD`To SE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH THE WITH SECTION 2308 OF @HV WALL SILL INSTALLTSASEE U IIIII'S"Iell In OF PHV WALL RADE 7 �2308 LADE ON CT ILLOF THE F.O.C. INSIALLATIONdd/IllFLORIDA BUILDING CODE(Non High Velocity Hurricane Zone,' j 0+2017 EASTERN 02017 TILTECO,INC. METAL SUPPLY, INC. ............. BERTHA HV7m Accordion. Shutter System TL C 0 A.S.S.A.. KV: MADE#1 W/OR W/b KV.WINDOW MAX TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems Irv-N. DESCRIP11011 DATE DRAWN By'. Lc Association, Inc. I OLD 15-085 07/27/17 DATE-. 07/27/17 A 635S KW.N..SL.5Rn.S05.Mr4=GARDENS.FLOMOA 33f6t Ph— (305)871-1530.rax:(305)871-1631 4268 Westrocids Drive 2 DRAWING No .-M.1;OR— ..Ixorn West Polm Beach, FL 33401 -3 11 ES-0000 —107 0 N IT WA Eft A.nujr 1,P.E. 4 17 p Nmw;10 116' FLORIDA Uc.9 4416 7 5 SHEET ?w:�R'6ATE 6 16 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR M HV & 9 HV* BLADES (AS APPLICABLE) . MAX, SHUTTER SPAN L+ OR L— FOR INSTALLA-.TION-S INTO WOOD WITH HV SEWDE d)ONLY SHALL BE LIMITED TO 105.0 psf. A.S.D. DESIGN P ESSURE -RATING. SEE SHEET 19 FOR MA WALL FINISH X SPAN & DESIGN LOAD FOR INSTALLATION WI H BLADE (1)& 1A) WORKING 1H UNISON 'T TAPCON OR (mi..)EXISTING F­E ='N WITH ADVANCED EDGE(IF APPLICABLE) EADFORM TEC _>< F THR TECHNOLOGY WOOD BEAM REQUIRED. W1 STRUCTURAL ADEQUACY IFIREa Mi.PENETRATION 1,4`m-20n3/4-S.S. OF MSTING WOOD SEAM OF.T t,' ED AREA TO PH"LIPS TRUSS HEAD To BE cERnnEo By EXIST1140 WOOD EXISTING WOO 5 HEADER. 1 MACHINE SCREWS REGISTERED ENGINEER OR F ON SHEET 15) _/ I �_ TRUSSES OR (SEE SCHEOUL ED T—ED-7 —1 2' R-fIFR 0 24' NUTS ARCHITECT PRIOR TO C.G. SHUTTER INSTALLATION. ED D.C.REQUIRED -----..... 1/4*0 TAPCON OR MSTING SOFFIT TAPCON WITH ADVANCED —3/4'M­THK. .257, THREADFORM TECHNOLOGY 7 M­ W/1 112Mir,PENETRATION E E CONT.ALUM.TUBE OF THREADED AREA TO (6063-T6 ALUOY)W/ EXISTING WOOD HEADER. 0 a"D.C. (3)511eO CAG SCREWS TO NAL (SEE SCHEDULE ON SHEET 15) or or @ EACH RAFTER OR TRUSS. 'OPTIO or or D, LOCATE LAG SCREWS AT MIDWIDTH OF EXISTING WOOD L IN 2.4" MEMBER, (2'Mih.NOMINAL EXIS NO OPEN HOLE:AT EACH WIDTH)W/2-MirI, G MIN SEPARATION TO CLASS STUD -SCHEDULE 0 EXISTING 1 1 5/16.0 TO ACCEPT PENETRATION OF THREADED N SHEET I I)— GLASS LAG SCREW AREA VALID FOR AT CENTER OF TUBE INSTALLATIONS WITH 72pS7 IM SEPARIDOR MAX.A.S.D.DESIGN LOAD ANT; T g-.sEf ry 9'-0'MAX.SPAN,THIS TO SIAM M HY WALL HEADER INSTALLATION I 50OXAZ*4 SHEET INSTALLATION IS ONLY VALID % S 11 FCR IAADC mAm OR 0''0- FOR WOOD W/MIN.SPECIFIC I pt 91¢T t9 PDRSIAM 1. OF 0,50 AS DOUGLAS SIAM(D&A ♦ nR OR SOUTHERN PINE No.I "FOR mom FOR OR EQUAL. _I­,@ OR GR`W'TY 7SHEET 4 FOR TMCAL SHUTTER As' SLY HY CEILING INSTALLATION 2-MOUNTING SECTIONS CAN BE COMBINED ,11--al WAY TO SUIT ANY INSTALLATION. (U)HV CEILING INS OR r— MIN, LLA SEPARATION MIN.SEPARATION TO CLASS E)OSTIN WN.16 11 SEE SCHEDULE.ON SHEET I I j ON SHEU IS TO CLASS GL SS SEE SCHEDULE EXISTING ION SHEET 11) CLASS— ALTERNA1133 I ANCHORT LOCATION EXISTING S f 2-.6-MIN.wom T —WASHER HEAD 7EK DECK REQUIRED II WALL 3/8 utt FINISH 7 3 fliTc3/4-HEX SCREWS a 12"o.. (NO FINISH R 2".6'MIN.WOOD ALLOWED) DECK REQUIRED(NO FINISH ALLOWED) CE WED) [ ---—------172 , I` — ill, C__ EDGE OF DECK DECK F EDGE OF DECK Ea IF APPLICABLE IF APPLICABLE /4-0 TAPCON OR 1/4-0-20x3/4-S.S. APPUCAIBLE PHILLIPS TRUSS HEAD —2.M TAPCON WITH ADVANCED MACHINE SCREWS /4-0 IAPCON OR TAPCON WITH ADVANCED I I ',VC.�l THREADFORm TECHNOLOGY W/7 LL---2*MIN— I T 2*x4"CONT-— HPREADFORM TECHNOLOGY W/ 1/4�20 NUTS 1/4-0 TAPCON OR TAPCON WITH ADVANCED THREADFORM J MIN. PENETRATION OF THREADED � -SILL PLA PENETRATION 0 12,ITO. I�REO�?. TECHNOLOGY W1 1 1/2'MI..PENETRATION OF THREADED- , T11F119E M i� AREA TO EXISTING WOOD HEADER.(SEE SCHEDULE ON SHEET 15) 1)AREA 1. AREA 10 EXISTING W00:1,HEADER.(SEE L LI t ifs f EXISTING WOOD HEADEFU SCHEDULE ON SHEET 15) (�)HV WALK—OYER INSTALLATION (SEE SCHEDULE ON SHEET'!I) ♦ EE LIM W4QSE FOR OW W I III, IS FLOOR INSTALLATION OV HV WALL SILL INSTALLATION FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone, 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY. INC. ENi BERTHA HVTM FIL7T7EC 0 7 ASAAccordion Shutter System .S. . ., M. MAX#1,W/-OR W/O H�V. WINDOW MAX y 74 American Shutter Systems km N. OEsciornaif DATE DRAWN fh. LC. TILLIT TESTING & ENGINEERING COMPANY N.W.39tH.St-Ste.305 whMN.C.Rmm rtom'm Jam Association. Inc. 11 OLD 15-085 07/27117 DATE 07/27/17 Panne:(305)871-1530 4268 Westroods Drive 2 —DRAWING No ............ ­0;10W.O.W.'on. West Palm Beach, FL 33407 S "PIVA L to-0006719 17-107 WALTER A TTWT Jr.P.0 A P.E. SEAL/SIGNATURE/DATE_". FLORIDA U�.j 44167 5 SHEET 6 17 OF 20 END INSTALLATIONS HV BLADE OR WINDOW BLADE INTO 2"x4" MIN WOOD STUDS 2•..•um.d I) ,57UD5 RColL Vie M.riC%o 21S•Lu8i. t a _ SNaS REV'A WGW SiUOi.». , 1/S'e TMCOx .,' ]'v S"Sex. (ns APPUCADLE) :I\ 1 /f,-^�/nrrtf a s•o.e. •� r t �-: Warm Snws. vkrEt-re,. .00 ,1\ jj MIA, I (AS APRXAOM 1,1 cT+�Cmx/AT" J2 7 E�STiNG GLASS � H F°YNG�6�1t0 -( Snm f3'.IS•i. I� =Ex6i1xG Gl/55' Li j--EXdIJAIIG!LASS i 1 E1n511x^v GUS+ j I 1 aAL YPNAtKxt V>L R-FYRt71CN PLYAUp6.'\ TO.GASSI(SM -.,/Z-MR, •'T,A9>m11E TTO�pAS(2E1 1/2'Wll V) mr It= 7/1915 114x. ^ 11 nR DIM(DAND 5o5AtE W'.942T PLYNowl Sou"ON 9EEt ti�S>✓E(D iV,Fx i12'tt1R CO. -lAw 74 TTtt I .. ft iIIi HXE@At0 i/2' It ITR LS/OE@MO ($CG3-T6J tCQ. ftAAFS@d: ALU14 GtOSEtk 1- PLYW=-, dIO6@b�) WAL OR Sla"'19 FOR 7 ON 9W 19 PoR f j2`uw. A�A 1Nal Ram ( i a us@d p ! ows�&p tOfQ3 ._i I •vsF •on r.,,L I .__A - ItDti/T Su.e. _ __.;" tns nra,oL...rA,•,�,e•,ar-e• -"—-___:.�.' otd 0.t. jID.tJz`SLl4. RatiNX QN A =+ ate faoeT»re n1WO nr IC9MWR / 3 5 � »� wiu t=a_(wcr.AT f4,; Oj .)TORA= M DOXL x FOR tat ' TO Gurus - - SEE DETAIL G r� Q«f7�©+^O-�;a•Y;'" SDE C"EcllG 6 T..e 63. to TAW:KS l'-�.aC)-O "-L(R•_ ID TR..Css $.4aLs-i�•t3•V fi„ _ �.,'[Ca,;a,���,(Jq. d.J.�s d•a7•�. �,>�&e i(�!.Egv.�'g,�� t'(�.�"'i�"6.�°'�}'fJ°• END CONNECTION DETAILI) END CONNECTION DETAIL (0 FAQ G N�NECT�,QN DETAIL CTS END CONNECTION..DETAIL EASING •RMMM D"FCR SPARS t'AFAitR T1ux 'r-aus 2'A SiIffi pm (`—•--f--Ex19•4-I-NG rf-i^a5 ~ /1'P iMCON M:GMR9 1/4•e VWPj Mt ItNRF+00.0S.US 1 .1+t PDIURnFnTpD.C. ' -- 1/2'MCI romtitri 4 • SEE LIMITATIONS OF USE FOR 119 Imf�DIRe ta91A9DM(D i 1 • l f ` ! ,1 --� _ BLADE N�ON SHEET 79 o<SemNxcw ) 1/2'tux x 1 I ._.� ..,-..__ Ir__-•.P-=� 6Cw0a(�or 2.x . 4 �.i ; (DER fid— I 4 �, .(s,�•�i}.Q+to 6, �NiL mrslr 2•;u9G Warm ALL tfi«O•C7./«O«,'1"4• - IaR13 aR tcRQ VIEW Y 'runs sD`o. mLz« g�_6-C• .A3. PLAN DETAIL END C,ONNECTIONDETAIL 1() SND CONNECTION DETAIL 12 FLORIDA BUILDING CODE Hon High Velocity Hurricane Zone Itti.. /f~.. 92017 TILTECO.INC. 02017 EASTERN METAL SUPPLY, INC. BERTHA HVTM LSSA11.. E C O IJNt. Accordion Shutter System f. etaDE t wO OR w/o ATE wtN�av.-LC. TILLIT TESTING k ENGINEERING COMPANY American Shutter SYSf$rnS EY•N OESCR-08 OAT/ DATE, 9 L.C. ��•�� " 6355 H.W.30 St..Stn.SM NPTNIA GARDENS•.FLORIDA 3316 AS9pC1OtI011; Inc. 1 OLD 15-085 7J27/1 DATE, 07/27/77 Pi:nne:(305)871-1530.Fax:(305)671-1531 4268 Westroods Or4ve 2 DRAWING No =sS�••"'••""�" \ • —.1 Uft06�19� West Polrcf Beach, FL 33407 3 17-107 �7:,�O7 dhAL�N ` WALTER A,7tLttT Jr.P.C. 4 P.E.-SEAL"/SIGNATURE/DATE FLORIDA Uc.d 44167 s SHEET 6 18 OF 20 (�M,7,J (,JT�j� j(,.Uj •,SERA UMrrAT10NS AND CONDMONS OF LtSE FOR ��A UNISON 1.MAX.A.S.D.DESIGN PRESSURE RATING:+110,- 110 P•4.F. T' l 2.MAX.SHUTTER SPAN:96' 1 3.ALLOWED FAWNTINGS:A.0.G&H ON SHEETS 6,7;AS WELL AS \l MOUNTINGS M.O.T.U&W ON ((SHEEIS 16&17. t WITH 61) � � ONLY CEO NMASYTES M tE1RfCALQR OPTH PGRIA OUTM.NWCASEEOF OiNG t, .04. r EJOR EJ VOLAE,Q5)MUST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE.OF 164E_!kq1E.K_D CENTER E. TYP A 7 I " 5.(A)H4 WINNOW BLADE I SHNl ONLY ALLOW A MA)OMUM OF 5 OPENINGS (3`0 HOLES)FOR 9 PER EAT SPACINGS SHOWN ON SHEET 4, MAX:5- s s ,. A s� jS (B)MIN.CLEARANCE'IN TOP OR BOTTOM EDGE OF HV WINDOW BLADE@ ALL0IIS tN� eA _ to ['i OF ANY 318 NOiF FOR f}4 SHALL BE 12'. WINDOW BLADE l`�' O; " "+ (C)FIRST OR LW BLADE COMING WF FROM STARTERS AT ENDS MAY 8E NV WINDOW BLADE t i A (p)NV WINDOW BLADE a MUST 8E USED ALTERNATE TO A SOLID HV 8LA4£i� lfi NULL THROUGHOUT SHUTTER'S WIDTH. i a A u a {E)C TES SNAtt ALWAYS BE INSTALLED AaMCFNT TO A SOLID HV o • • t A i 5 t BLADE TAT EITHER SIDE OF THEM. x-I - (F)POLYCARBONATE HV WINDOW SHALL BE INSTALLED SO TABS FACE SEE pip �+ r, THE INTERIOR OF THE OPENING B�NG PROTECTED:HV NINDOW MUST BE .CONNECTION + • + A • • � SQ (.T ONLY INSTALLED AND LOCKED USING A W 5£TRNG TOOL PROVE)ED BY ASSA. OfTAILS ON SHEETS + Ae 11 INC. 10& 18 TYP. X433 FULL HEIGHT.-'" gggg 6.SFE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOW FRAME s ( PIP BUILDINGS ON SHEET 15,AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES P P 1&2 ABOVE). a 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS;NTD POURED r - CONCftE'tE OR.CONCRETE BLOCK.WALL ON SHEETS 12&13 AS LIMITED 8Y SPAN AND DESIGN LOW.(SEE NOTES 1&2 ABOVE). 71 B.MINIMUM SEPARATION TO GLASS SCHEDULE,PER ASTM E-1986: D 6> CsJ SF.E PLAN LOP&FO BOTTOM W '1``�`�- .�}i WIND ZONE MINIMUM SEPARATION TQ GLA55 —UNLIMITED WIDTH -- --- -" TION �O 1 THRU 3 7" ELEVATION MN_sErawnaa m G1t55 4 ._ fi.25 EXISTING CLASS SFE SOHmtu ON SHEET 11 Frit BLADE CD 1 - -- AND Oto THIS SHEET FOR&AD6a>& _-_..._-.____.___ -- __- � % 1 iYP. SYMIa RI CENTERMATES 2/ TS / TwlsoC t�7� ,I 1 W/C OR 5 AND Yr/o (( NOTE 4 AB0 PLANK TYPICAL C1�? HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE (1A SHUTTER* FITFFIuf�!f'S!; FLORIDA BUILDING CODE(Non High Velocity Hurr cane Zone oYl ``,1{a�...�r CTti�S� •�/�.�.• .. OIT flLTECO.INC. �32017�� RN METAL�7SUPPLVTM V G - �' "' A A _Accordion Shutter System. Tk 1 i�. E ir�c. ■ ■ _ ■ ■ Kv.MADE iyr.w/OR w/o KV.IMrmow MADE American Shutter Systems Ey.N DESCRIPTION DATE DRAWN BY: LC T7LL1T TE571NG & ENGINEERINGCOMPANY 6353 WW.36th.SL se 405.MRCNIA WCENS,FLOROA 3316 Association, Inc. + OLD ,s DBs 7/27/1 DATE. 07/27/77 Phone:(305)871 ts30.'Qx:(305)871-1531 4268 Westroods Drive 2 —DRAWING No a —1.Ut—D.N.— West Polm Beach, FL 33407 3 ER-0006719: 17-107 . J uu/a•*li*'� I WALTER A.TP UT dr.P.E. ; s SHEET P.E. SEAL/SIGNATURE/DATE .......... FLORIDA 6a,a 4{167 6 19 Of 20 I 1 1/2x 0.035'THICK t` INSTALLATIONS Wf 1 HW BLADE & HV CENTERMATES Min, ASTM GRAa0 Min.G-60 GALV.STEEL DE w Mlaz.-1« 43b INTO METAL. STUD WALLS GALV. 4 ' METAL STUDS Al t6•D.C. n 3a 40 41 - -- '0 6 oz 1/4"a NOMINAL W DA - 1/z * GENERAL LIMITATIONSAND CONDITIONS OF USE ALUMINUM SLEEVE - 12 N'i___T FOR'BERTHAf 1 HV aGP ACCORDION SHUTTER 6963-T5 ALLOY .Lt 3!4•x s 1/4•x 0.03V THICK Min. 43c 430 , g SYSTEM INSTALLATION TO METAL STUD WALLS CONT.GALV.STEE7.TRACK CHANNEL 1 6'O.C. 0 6'O.C.^. - ASTM A-657 GRAPE 40 Min.C-fA '•--'•� SEPARATION TO GLASS-'SCHEDULE __..-3•ooD• GALVANIZED FASTENED TO STUDS' 1 ''' Max. W/(2)16.1/r TEK SCRM ON I EXISTING FINISH 3g < }. MAX. A S.D. DESIGN PRESSURE RATING: +75, - 75 (psf} INTERIOR&EXTERIOR FACE I AS APPLICABLE , T 2. MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM 1 W ASTM E-1996 sEPARATION a3c LENGTH + , MIN, SEPARATION t 3. ALLOWED MOUNTING: MS ON THIS SHEET. TO CLASS EXISTING C[ASS-t �--' TO GLASS , +� - " " (SEE SCHEDULE) AL 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED 1 THRU 3 1" 43 1 j4 P-2�3 OST WITH 21 ARRANGED .A SY METRICAL LAYOUT. MUST PENETRATE 3c t" i a USE OF (2) 35 {6" LONG, MINIMUM) MUST ALWAYS BE 4 4" 1 a/4`.6 1/4X.0,035'THICK uin. EXISTING FINISH ` r INCLUDED AT XTERIOR OR INTERIOR ACCESS SIDE OF 1.373' CONT.CALV.STEEL TRACK CHANNEL 1 As APPUWBLE , I CENTERMATE. a 1 250•- I- -o.,o• m ASTM A-653 GRADE 40 Mi..G-64 "I'.'AST..TO STUDS I � ~��u �a/(2)160/2.TEK SCBM ON , 43c 430 X11 T- INTF1ifOR&EXTERIOK FACE 1 a 6 D.C. ` t7 6"O.C. r i./4°0-20 THREAD$ BLADE SLACK DETAIL HVF I5 ALSO VALID FQR 1 LCO CONSTRUCTION 12 38 CENTERMATE 21 APPLICATION WITH:BLADE 10 PRODUCTS FAR-LOK HD 6-x 1 1/2'x aaa5-THICK W :s•vtiwEs1 p 6 O.C. tJ{n.ASTM A-657 GRAVE 4P :"":2:•:611%. 1 COMPONENTS Min.C-60 G4LY.STEEL i" WALL HEADER/SILL INSTALLATION -EXISTING FINISH AS APPLICABLE SCALE: 3/6"= 1• METAL STUDS AT 16.O.C. Min. ` (Tm Top&BOTTOM) -1/1-- ��-.. v" - -.-- -.-_ - _ .-...�--...,.T 1 3T_GALV.7f4.STEEL TRACK CUHANNEL• �EXI571NG GLASS C( - - ASTM A-653 GRADE 40 Min.0-60 I GALVANIZED.FASTENED K C STUDS I 1 430 439 d3c SYMMETRYCAL '., 1 ' SYMMETRYCAL N VARIES INTERIOR&EXTERIOR FACE REM°N I i i MIN.SEPARAIIO V 1 1 1 ; CENTERMATES W/ '1 1 W , t 2 , CE ERMA S 1 1 ' TS CI . ,..� ^I .i i � ;« i (SE SCI LE) MDx.y I;.EXTERIOR ACCESS SIDE—, ACCESS W 2 6x1 K 5 I , I --- D (6"Min.) IN ---------- I.- - - -' ------ - - -_ - --- _ - - :� — ----- 12 -- - - -- 24 - -- -- --- --- - _ ---"--^--------` ---------- _--"----------- -" - - -_ __ -_.. -- ---- - T� -------------------- -- -"- - -------------------- ------------------- ..,..--.. --_---_ --- ----- -- _- -_---------"--" - �$ 7 2)42 - 1 21 t T " 21 21 ' T 21 { LOCAT 0 AT 12 1 • _ « j \ _ ------.- 1 I4V HEADER/SILL ENDS _ -- - -- - -- - -- ------ - ------------ --- -- - ---- - -- - - -- _ -- - ----- - VIEW Y 12 {8'Min.) i �) I SIDE CONNECTION TO TRACK `L./ 3 1/rte(TYP•) I I.-• 7• 6.1/2 MAX.$LACK ,I (Cont.) 6 1!2'(TYP•)--.. -7•..... HVA HV 3 BLADE SLACK D.tTAIL Hy_F J jVC FLORIDA BUILDING CODE(Non High Velocity Hurricane, Zone VS I� " 920)7 TILTECO.ING. 02017 EASTERN METAL SUPPLY.INC. 14 t,11 S �t>r'�` B R -HA HVTM L ECOC. A.S. ►.A Accordion Shutter, � Rw/o TI LUT TESTING& ENGINEERING-COMPANY American Shutter Systems xv.No DESCRIPTION DATE DRAWN St L.C. t- 0755 N.W.Seth.St,St,Z0.aapmw cARroas.FLORIDA 3316 Association. trio. T OLD 15-085 7/27/1 DATE: 07/27/17 (305)871-1530.F":(305)871-1531 4268 Westroads; Drive 2 DRAWING No ORI P f tV4ti"` a-maEE-0501ooaL�om West Palm Beach, FL 33407 4 7�2 7 Q _ EB-0006719 .• y �srt WAITER A.TiCI.Ff Jr.P.E. P.E. SEALTnR FLORIDA Lie.1 44167 5 SHEET Y3�?"+ _ EJDATE 6 20 OF 20 I