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HomeMy WebLinkAboutProduct Approval BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff I BCIS Site Map Links Search Florida Product Approval yy ® USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail • • FL# FL389 R9 RECEIVED Application Type Red Code Version CApprDved:) 017Application Status JAN 0 8 2018 Comments ST. Lucia County, Permitting Archived [] Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irod rig uez@easternmett`'' '" Technical Representative �UO Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category =Accordion Subcategory Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.,Tillit,Jr. P.E, the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann Jr. D Validation Checklist-Hardcopy Received Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC.,INC DRAWING 17-107 CERTIFICATE OF INDEPENDENCE.PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC INC DRAWING 17-106 CERTIFICATION OF INDEPENDENCE(1)PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE.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 Product 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 Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 17- (top and bottom)for storm protection 108 Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R9 II AMERICAN SHUTTER SYSTEMS DRAWING Approved for use outside HVHZ:Yes 17-108 BERTHA HV ACCORDION SHUTTER SYSTEM.PDF Impact Resista :Yes Verified By: American Test Lab of South Florida Inc. Design Pressur N/A Created by Independent Third Party: Yes Other: Large Missile el"D".Max span is 12'-3"for 40 psf Evaluation Reports positive ASD load and 13'-0"for 35 psf negative ASD load FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING the HV3 blade w/o window blade,5'-2"for 110 psf ASD load 17-108 PRODUCT EVALUATION REPORT.PDF for HV3 blade w/o window blade and 8'-11"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 walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf. See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg 17-107 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R9 II AMERICAN SHUTTER SYSTEM ASSOC Approved for use outside HVHZ:Yes INC. DRAWING 17-107 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYSTEM.PDF Design Pressure, N/A Verified By: American Test Lab of South Florida Inc. Other: Large missile level'D". Max.Span is 16'-0"for 30 Created by Independent Third Party:Yes p.s.f negative ASD load depending on centermates and Evaluation Reports locking rod configuration for the HV1 blade,8'-0"for+64,- FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC. 72 p.s.f.A.S.D. load for HV blade for Keystone mountings INC. DRAWING 17-107 PRODUCT OF EVALUATION 7'-0"p.s.f.for metals stud mountings and 8'-0"for 110 p.s.f, REPORT.PDF for HV1A working in unison.See sheets 7, it and 20 Created by Independent Third Party: Yes respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 17-106 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEMS ASSOC.,INC Approved for use outside HVHZ:Yes DRAWING 17-106 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST.PDF Design Pressure:N/A Verified By: American Test Lab of South Florida Inc. Other:Large missile. 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 FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC., INC. DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida ::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: GENERAL NOTES: 1. BERTHA H.V.ACCORDION SHUTTER SYSTEM WITH H.V. BLADE#3 W/OR W/O N.V.WINDOW BLADE V SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) 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 1609 OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85, USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (A.S.O.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 5, 6, 7. 8 & 18. 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 TABLE OF CONTENTS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX. (A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 5, 6, 7, 8& 18. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D.,AS TESTED, WERE NOT OVER STRESSED,A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS=USED IN THEIR AREA 1• HV BLADES C1) & &AANALYSIS. HOWEVER.A WIND LOAD DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS SPACING IN WOOD. BERTHA H.V. ACCORDION SHUTTER SYSTEM WITH H.Y. BLADE $3 W/OR W/O H.V.WINDOW BLADE 03 ADEQUACY FOR WIND AND IMPACT LOADS HAS BEEN VERIFIED IN ACCORDANCE GENERAL NOTES. SHEET 1 WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB OF SOUTH FLORIDA REPORTS: SYSTEM COMPONENTS. 1-21 SHEET 2 1DH.V. BLADE#3#0403.01-08 WITH ADDENDUMS#3 &#3A, DATED 4/30/14,AS PER PROTOCOLS TAS 201,202 &203 AND ASTM E-330,ASTM E-1886 AND E-1996 STANDARDS(MISSILE SYSTEM COMPONENTS. 22-36 SHEET 3 LEVEL D, WIND ZONES 1,2,3&4),0825.01-10(WITH ADDENDUM#2, DATED 4/30/14), 1220.01-10, 1209.01-10&0422.02-14,AS PER PROTOCOLS TAS-201.TAS 202 &TAS-203, LARGE MISSILE TYPICAL SHUTTER ASSEMBLY. SHEET 3A iD H.V. BLADE$3 WORKING IN UNISON WITH 1A H.V.WINDOW BLADE #3 00829.01-08 WITH ADDENDUM 02,DATED 4/30/14,AS PER PROTOCOLS TAS-201,TAS 202 &TAS-203 AND ASTM E-330,ASTM E-1886 AND E-1996 STANDARDS (MISSILE LEVEL D.WIND ZONES 1. 2, 3& 4). AREA 2: HV BLADE CU AND HV WINDOW BLADF HAA 1QH.V. BLADE/3 ANDT H.V. WINDOW BLADE#'3 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDOTONS OF USE ,(WHERE APPLICABL) INDICATED ON SHEET 8. ^ TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS. SHEET 4 2. BERTHA ACCORDION PINS 33 ,L3. 35 OR ALTERNATE 36),SHALL 13E AS INDICATED ON SHEETS 3&4• USED AT BLADE'S KNUCKLE.ACCORDION PINS 32 USED AT HV DIRECT MAXIMUM SPAN TABLES. SHEET 5 MOUNT SHALL BE AS INDICATED ON SHEET 3. PINS SHALL BE 410-HT MINIMUM SERIES STAINLESS STEEL SCREWS WITH 173.6 KSI YIELD STRENGTH AND 187.4 KSI TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE SHEET 6 PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS. REGISTERED WITH ANCHOR SCHEDULE- CONCRETE&BLOCK. SHEET 7 AMERICAN SHUTTER SYSTEMS ASSOCIATION. ANCHOR SCHEDULE- WOOD SHEET B INSTALLATION DETAILS1-6 -CONCRETE& BLOCK SHEET 9 LL 3. ALL ALUMINUM EXTRUSIONS SHABE ALUMINUM ASSOCIATION 6063-T6 ALLOY AND TEMPER, WITH Fy- 27.1 ksi MINIMUM (UNLESS OTHERWISE NOTED). INSTALLATION DETAILS 7-9 -CONCRETE&BLOCK SHEET10 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 AND SECTION 2411.3.3.4 OF THE FLORIDA INSTALLATION DETAILS 10 -METAL STUD SHEET TOA BUILDING CODE WITH 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH. INST. DETAILS W/HV CENTERMATES®&® SHEET 11 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AI51 304 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ;NST. DETAILS W/ HV'T"LOCK CENTERMATES�&Q9 SHEET 12 6. SEE SHEETS 6&8 FOR ANCHORS SPECIFICATIONS ON DIFFERENT SUBSTRATES. INST. DETAILS W/HO CENTERMATF$®,®& SHEET 12 7. THIS BERTHEND CONNECTION DETAILS 1-6-CONCRETE&BLOCK SHEET 13A H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT X6779582.COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT INSTALLATION DETAILS 1W-6W-WOOD SHEET 14 /5458179 ISSUED TO EASTERN METAL SUPPLY, INC. INSTALLATION DETAILS 7W-10W -WOOD SHEET 15 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. END CONNECTION DETAILS 1-6-WOOD SHEET 16 CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. AREA 3: HV WINDOW B AnF ONLY 9. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT. OR OTHERS. MUST TYPICAL WINDOW BLADE& WINDOW DETAIL SHEET 17 PROPERLY CLOSE ALL CENTERMATES AND ENGAGE OR LOCK ALL LOCKS. 10. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SMURFIT IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING TYPICAL SHUTTER ELEVATION SHEET 18 CODE.ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 11. BERTHA H.V. ACCORDION SHUTTER SYSTEM WITH H.V. BLADE#3 W/ OR W/0 H.V. WINDOW BLADE #3 INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 12. (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. ESPONSIBLE THE AND INSTALLATION DOES NO CONTRACTOR FROMRTHE CONDITIONS DETAILEDONIOTHISPDOC PURCHASE CONSTRUCTION SAFETY ING LIFE SAFETY OF THIS AT SITE IS THE CONTRACTOR'S RESPDUCT.ONSIBILITY. THIS P.E.D.,PROVIDED HE/SHE THIS DRAWING SHALL ONLY BE USED TO (c)THIS P.E.D_WILL BE CONSIDERED INVAUD IF ALTERED BY ANY MEANS. 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) 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.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAT.AND SIGNATURE 0t1TT}1ET1A1�6KTMVf)),ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 02017 TILTECO,INC.•�,\CE1ysF•., �= ©2017 EASTERN METAL SUPPLY, INC. 0.4 z BERTHA HV m Accordion Shutter Sy stem T OE - A.S.S.A. ,Qj� KV. BLADE//3 W/OR W10 KV.WINDUN BLADES ��'•,•��/"J '•�Q/�� TICCIT TESTING & ENGINEERING COMPANY - American SF1M}t9f $ySt9TnS alv.No DEscwrnoN DATE DRAft BY:LC. • OR QP 111 6355 N.W.36th.SL.Sle.305,VIRGINIA GMOFNS.1TDRIM 3316C Association, Inc. 1 OLD 15-066 7/26/1 DATE:07/28/17 1O / Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive z a 61:tilt—G-Loon' West Palm Beach, FL 33407 3 Opq�EN, DRAWING No E9-0006719 17— O rrr/rr"' WUA TER TILLIf Jr.P.E. A O P.E. SEAL/SIGNATURE/DATE FLORIDA LIc.9 44167 6 SHELF 6 1 OF 18 %11 4.873• 1.917 'B .100' 1.862' } 0�0• n 'am. 1915'-I 4.371• 297• .083" .050' .D83' ~ 1.912' �•• •S I.5 aa- r4 tt,u 0.348- $ nwlc -- j 7"'-i-. .too- .083• ofio $ 2000 8 $ I . .ow. .SIB' .050.5' S N 7 St" n 0.168" y 7QBOB'I 072• I .y it' g . 0.334"-+ � .594" a1•pl �. � .870' g 060" ^ 1.184 ti 670' Fj 8,210' 5.000" O1 HV BLADE#3 1.584- a°' 1.10.4 ,•7,5- 1.184' pW 3.520" 5.518 u07 ''886 asm 018ALUMINUM ANGLES H DE#3 O HV HEADER 3 HV B.O.TRACK X93 QUALIFIED FOR U E W/ HV • SEE LIMITATIONS OF USE O HV HEADERlSILL SIA HV 1"B.O.HEADER/SILL B FOR BLADE®ON SHEET 18 QUALIFIED FOR USW/ HV QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ QUALIFIED FOR USE W/ HV IA BLADES Cl BLADES C1 .® 1A BLADES�1,1® BLAD �x 3.556' 3.226" G`yip .670" 3.917• t TF� II .670 2226' OGS^ �J .A0 varto 2.m0'uA%. r•.959- z' z• 0.12s• tlII �.p) ppp I 1.491" % Y t Y MIN.%ALAN.Y MW.t N O � q 62" .071 h 5I N Y t" t' o.062" � 3.752" 1.52Y IY.092 L I 3' .090' �g1, y I^t .072' .072 .436' .. HV ADJ.FLOOR TRA 7 HV ADJ.ADAPTER W/L HV WALK-OVER TRACK OO Q HV DIOREOOR USE WT 10 a --{ O SIDE ANGLES HV 90°/180 STARTER 12 8 QUALIFIED FOR USE W/ HV 11 CORNER POSTS QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV WEsC• gU,pES 0 QUALIFIED FOR USE W/ Hb BLADES 1Q, BLADE , 0.75-v1.95•�.125•IWC QUALIFIED FOR USE W/ HV BLADES( ,ICP BLADES(�,I F' NEOPRENE SPACER 6E7WEII1 0.7511.95'.0.600' CENTERUA7ES/S.S.PLATE 1/4--20.1/2- 1/a'-20 BLADES J).@ 4.576" 745' 2293' THIL 304 AM S.S. (2)1/4"6-20 HOLES FOR SAT HEAD T,REAOED GST �T BAR S.S.u.S. HOUSINO ENAMEL 2.293" .745 j- yo $ (2)1/4'0-2MI/2'S.S.u.5. E CAST b 1 (2 TP.) fiOUS PANTED HOUSING ENAMEL 1.940' SAM PANTED 0.540• 8 g 4 - i eo.steo 318" 0 " 718• CI,J R $ 7..70�M1 � I .875" 1.940" GRE55KNO&RN • .062' n _,p -1.875" c J .3I .325• 0.615" X45{" '( (t)5/15 FADE HOME FOR RE/16'0-15.1 5/d 1 18, BRASS CYLINDER CMM N.V.5.5,THREADED THUMB SCREW W/ACETAL HEAD k Kfl3(CHROME _BRASS CYUIR)ER HV CENTERMATE 14 HV FLOATING CENTERMATE 16 S.S.SALT WATER LOCK .492" 1.419" PLATED) (CHROME PLATED) 13 QUALIFIED FOR USE W/ HV 984' QUALIFIED FOR USE W QUALIFIED FOR USE W/ HV 1 BLEs 1C �, a W BLADE C 8321. 16 H.V.LOCK 1 H.V.EGRESS LOCK '!.p•, 2.574• 1.753• • - QUALIFIED FOR USE W/ HV QUALIFIED FOR USE w/ HV J 1.756' 3J4. BLADES 01 ,@ BLADES T,63 0334' (oDJ °l h a $ 4 .00 1.000 tr� o H n 66' C o i m COMPONENTS a 6063-T6 ALLOY AND TEMPER .822"L SCALE 3/8"=1" 4.Sfi6' OHV MALE­r'LOCK HV FEMALE"T"LOCK L-2750"--I " L-2.750'-I L HV"T"LOCK 18 CENTERMATE 1O CENTERMATE ory PLAN FRONT ELEVATION QUALIFIED FOR UASE w/ Hv QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV ,10112 y4a�'CLIP FOR"T"LOCK CENTERMATE BLADE t BLADE 01 BLADED EEE ��.R �UALIFIEO FOR USE W HV BLADE , FLORIDA BUILDING CODE (Hon High Velocity Hurricane Zone iS0 2017 EASTERN METAL SUPPLY,INC. \CENE ✓9 02017 TILTECO.INC. BERTHA HVTM I�C O INS. A.S.S.A. Accordion Shutter System ? * H.V. BLADE I#P3 W OR W/0 KV.WINDOW BLADE#3 American Shutter Systems e.1..Na DESCRIPTION DATE DRAWN BY:LC. TILLIT TESTING k ENGINEERING COMPANY O� �QPSI e355 N.w.sen.sL,sa 105,WR(JNM CAROBS,EDROA sate Association, Inc. t 0D a-086 7/20./1 GATE:o7/zfi/n �A��P '-�44+ •4 4268 Westroods Drive 2 DRAWING No 1T Ph-:(305)871-1530.Faa:(305)871-1531 -c_-a/QNAL'�� 6Tt.e0006_ West Palm Beach. FL 33407 3 17-108 7_'08 EB-0008719 ' WALTER A TILDE Jr.P.r { FLORIDA Etc.P 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 2 OF IS 0 1.917"� —1.917 F-1, .�_ O 1HUMBTURN ,2'MIN 6'MIN CYLINDER OR II'�'� I 214' .12 - ri I KEY CYLINDER ' L e1.063063 545• ' �I 1• S 1, b 06Min. Max. .375".509' m oo m 12 LOCKING ROD Q 6 6"LOCKING ROD A HD CENTERMATEO W/LOCKING ROD 23WHNO LOCKING ROD D CENTERMATE 24 HD CENSERTATE'S m ° 04 L N QUALIFIED FOR USE W/ H QUALIFIED BLADEUI E W/ HV QUALIFIED BFOR EUSE W/ HV QUALIFIED BFOR EUSE W/ HV QUALIFIED FOR EUOSE THUMBRIRn 26 ,I INSTALLATION WILL REQUIRE A CYLINDER� /16" OLE DRILLED AT TRACKS FOR PROPER I 1.5 Mm. CYLINDER EMBEDMENT 1.78'MOx. BY REGENT HARDWARE MORTISE LOCKS 25 HD LOCK SERIES 2333 HOOK SOLT LOCK. 71/2- 1./30 QUALIFIED FOR USE W/ HV 3/16'm BLADE( 0.324' S.S.RRETS J L A75' 475• \ //��''3/161.7/8'0NE � / NYLON VlHE0. I I 0 .37s•o ELEVATION A .320•o 27 HV 1/4"0-20 AIS1 304 SERIES HV 3/8"O-16 ACETAL 2g HV LONG RECESSED 29 HV SHORT RECESSED 30 HV NYLON HAT 31 HV WHEEL CARRIAGE S.S.THUMBSCREWS THUMBSCREWS NYLON BUSHING NYLON BUSHING WASHER HV QUALIFIED FOR USE W/ HV BLADE Q7 BLADE O1 . .365'0 .I 65,0 .400'0 .365'0 .500"0 1 a �^ 0.201' .153'° .133' ? 104' COMPONENTS 85 ~_ _ (CONTINUED) N.T.S g2 HV DIRECT 33 HV PIN(a)BLADE 34 HV PIN 0 31 35 HV PIN MALE KNUCKLE 36 ALTERNATE PIN MOUNT PIN y n aa) 13, iE , ,9 , zz • z3 , BLADE 8�3+ . -74x1 3 4" W/ #8 HD, 010-18"x2 3/4" W/ #8 HD, a10-18`x2 3/4" W/ #8 HD, W/ HV HD W/ HV HD MARKING W/ W/ HV HD MARKING W/ #14-14"x2 3/4" W/ #8 HD, #10-18"x3" W/ #8 HD, (SEE DETAIL X, SHEETS 13 & ' W "4" HD MARKING W DACROSHIELD COATING DACROSHIELD COATING 16) W/ DACROSHIELD COATING \tR A• 7/ "N. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) \\\\\ LICENS�•, ✓�i 02017 TILTECO,INC. ®2017 EASTERN METAL SUPPLY, INC. A.S.S.A. BERTHA HVTM I�C O �N�. Accordion Shutter System S `'+; H.V. BLADE#3 W/DR W/O FLV.WINDOW BADE#3 American Shutter Systems REV.N° DESCRIPTIDn DATE DRAWN BY:LC. ,C'•.:F� T\\ TILLIT TESTING k ENGINEERING COMPANY 772EE DATE:N BY. 17 t^ fP: �, \,\ 6]35 N.W,3611,.5L,Me.JOS,vIRCINIA CNt0EN5,rLORAM 3318 Association, Inc. , 00)15-086 Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 ' moa:ultoo°000l.aom DRAWING�NoANAL tiN a E8-0006719West Palm Beach, FL 33407WALTERA.T1LLIT Jr.P.E. { 17-1 P.E. SEAL/SIGNATURE/DATE FLORIDA M`6 44 67 5 SHEET 6 3 OF 18 OR 9 2 jlj IIS II III d 1 I till 00 O® I--@ Q,® i EXTERIOR EXTERIOR EXTERIOR EXTERIOR I t OO I I I I OO Q.® IO.OA III III II II II I ASSEMBLY AT 31. ASSEMBLY IN BETWEEN. ASSEMBLY AT 3t. ASSEMBLY IN BETWEEN 3t . (®GO EVERY OTHER INTERIOR KNUCKLE) ((aGO EVERY OTHER INTERIOR KNUCKLE) TYPICAL SHUITER ASSEMBLY TYPICAL SHUTTER ASSEMBLY WHEN 24' LONG NOMINAL PINS ARE USED* WHEN 3" LONG NOMINAL PINS ARE USED ... SCALE:1/4•"1• SCALE'I/4"_1' *THE HV PINS & BUSHINGS ARE PRE—ASSEMBLED. TO KEEP BUSHINGS ON THE PIN A NOMINAL 0.275" O.D. x D.130"I.D. x 0.077'THK. RUBBER RING IS PLACED OVER THE END OF THE SCREW, THE RING IS LEFT ON THE PIN WHEN INSTALLED INTO THE KNUCKLE'S SCREW BOSS. FLORIDA BUILDING CODE (Hon High Velocity HUFrICOne Zone 02017 TILTECO,INC. 0 2017 EASTERN METAL SUPPLY, INC. ,��• \CEIV4.. vim? BERTHA HVTM IL E C O �N�. A.S■S■A■ Accordion Shutter System * RV. BLADEW/oR W/O RV.WINDOW BLADE#3 =• TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REv.N, OEscmPnOx DATE DRAWN BY:L.C. •••• �/ �' ,0, 6355 N.W.J61h.St..Ste.30.5.VIRGINIA cARDwe,FLOROA 331 Association, Inc. f aL0 1s-asA T/2e/I DATE:07/2s/17 (� S Phone:(305)871-1530.Fax:(30.5)871-1531 4268 Westroods Drive z f,5 _T:BR«0000l.cam West Polm Beach, FL 33407 3 DRAWING No Opq� NG ,, SB TIL6719 17-108 _ WALTER A TILLIT Jr.P.E. 4 P.E.SEAL;SIGNATURE/DATE FLORIDA u�.y 44167 s SHEEI 6 3A OF 18 ® 2 aOW®a®�O Oa0 , 3 ' > 9 NOTES ON HV HV "T" AND HD LOCKS AND CENTERMATES: VALID ONLY FOR INSTALLATIONS W/ HV T BLADE 13 1 7, ONE HV LOCK or(1� OW �.i SHALL BE�.r EDAT 1/2 OF SHURER SPAN FOR ANY 011,814 19 aa�+( .® 10 R BELOW i/2 OF SHUTTER SPAN FOR SPANS UP 56',AND FOR INSTALLATIONS AT ANY II 11 II ELEVATION EXCEPT FOR INSTALLATIONS INTO METAL STUDS. HV LOCK 1®or or'@ MAY BE USED AS AN INSIDE OR i � ®"®a 1 OUTSIDE LOCK.ATTACHED TO Q1 or®CENTERMATES W/(2) 1/4-20 x 1/2"LONG FLAT HEAD S.S.M.S. LOCATION OF a r' LOCK SL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION.USE OF LOCKING RODS X61 W/®7 ANO(@7 IS COMPLETELY 0 MONN_ 0 1 1 �,-�,^^®°•�°A 2.='Ar:•ATORY CONDITION 91 FOR INSTALLATIDNS(Lira METAL!"LD1• ONE HV LOCK @ or 1®or 0 SHALL BE SHUTTER SPAN s� USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP (SEE SCHEDULE 1 TO 158". AND FOR INSTALLATIONS AT ANY ELEVATION EXCEPT FOR INSTALLATIONS INTO METAL STUD. HV LOCK 15 or ON SHEET 5) ©or @7 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO 0 or®CENTERMATES W/ (2) 1/4"-20 x 4 14 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOC(SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 1 R W/0 OR( TOP AND BOTTOM IS COMPLETELY MANDATORY. 16 1/2 OF SHUTTER SPAN o 16 FOR INSTALLATIONS W/ 3. •'A-�A7'ORY CONTWN jU FOR KEYSTONE hKHM N6 INSTALLATIONS: ONE HV LOCK 15 or 16 or 17 SHALL BE 01 (1)HV OR HD LOCKS OR USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP MAY BE INSTALLED 12"ABOVE TO 96",AND FOR INSTALLATIONS AT ANY ELEVATION. INV LACK 15 or 16 or 17 MAY BE USED AS AN INSIDE OR OR BELOW MIDSPAN OF ! 1 SHUTTER. OUTSIDE LOCK,ATTACHED TO 13 or 14 SYMMETRICAL CENTERMATES W/(2) 1/4'-20 x 1/2"LANG FIAT HEAD S.S. 1 ! M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 26A W/27 OR 27A TOP AND BOTTOM IS COMPLETELY MANDATORY. 1 4. IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES. UP TO TWO HV LIr OCKS 1 OR 1 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES 131 SEE ENDUUL OR®SHALL BE AS INDICATED ON NOTE(1)ABOVE. CONNECTION 4 LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. DETAILS ON 2 45 6 "> 9 D SHEETS 10, 13 k i 16 TYP.FULL 20OR 3004 6 7 aR g I * APPLICATION WHY HV "T" LOCKS AND CENTERMATES: HEIGHT. ®� ®oR®oR®4O oR Q� 1. erCOIID�TERIL,E TO M MDATORY CONDn10N&1 V M ONLY FDR RV"T"LIM AND CEM MIAIES fl AND r9) OF CENTERMATES ONE AI-TERNATE HV'f" LOCK 21 MAY BE INSTALLED IN LIEU OF OTHER LOCKS FOR ANY SPAN AND INSTALLATION AT ANY ELEVATION. ALTERNATE LO ©MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF LOCK 6i NUMITED WIDTH -1 INCLUDES USING "J"CUP®, AS SHOWN ON SECTION 15, SHEET 12. WHICH MUST BE CONNECTED TO CENTERMATES l AND @ W/ 1/4"0-20x1"S.S.M.S. INTO A 1/4'0 z 5/8' RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS or TOP AND BOTTOM IS MANDATORY. TYPICAL 1 H.V. BLADE #3 SHUTTER ELEV * APPA CATION W1 HD LOCKS & CENTERMATES: N.T.S. 1,TURD ALMNIM TO MMAMW CONORIDN/1 VAUD COR HD I=ft W/(2)NO CENIERWYFS C OR a, im SEE LIMATIONS OF USE FOR O E AL RNATE D LOCK @ MAYBE USED IN LIEU OF OTHER LOCKS FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. BLADE A ON SHEET 18. ALTERNATE HD LOCK @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK C TO @ IS W/(3)08 x 3/8"F.H. S.S.M.S.,AND INCLUDES REINFORCEMENT INSERT 0 AS SHOWN ON SECTION 18,SHEET 12.LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS�or�IS COMPLETELY OPDONAL LLIiT'r/A'0.A'"''- FLORIDA BUILDING CODE (Non High Velocity Hurricane Ione) T A ''n 92017 TILTECO,INC. ®2017 EASTERN METAL SUPPLY,INC. Y' �' ' cEnrsF'• `'�=_ BERTHA HIF A S S A Accordion Shutter System J *' "IL ECO 1 N C. . . . • Fi.V. e.Al)E#3 W/oR W/0 IiV.W,rDoA!aAnE#3 • �r 7R TILIJT TESTING k ENGINEERING COMPANY American Shutter System. REV.Ne DESCRIP110N DATE DRAWN BY.Lc. Q • F `H \� 6]55 ILW.:6N.SL,Ste.305.NRONU WUNS.FLOWS 3316 Association, Inc. 1 °lD f5-OR6 7/18/1!DATE:07/28/17.4 P.:(305)871-1530.Faz:(305)871-1531 4268 Westroads Drive zAWING No�\ 11 a-moa:tilt"000m.— West Palm Beach, FL 33407 sL &TEEB°006719,.P.E. 4 7-108FLORmA Ue.8 44167 5 EETP.E. SEALJSIGNATURE/DATE 6 OF 18 11 nQU.S. MAXIMUM SHUTTER SPAN f3L+" OR "L-33* (ft.) MAXIMUM SHUTTER SPAN "L+13 OR "L—"* (ft.) (1)L..MG,WMA.S.D. UM ALLOWABLE SPAN FOR A GIVEN POSITIVE ADESIGN PRESSURE RAnFOR INSTALLATIONS W/ 1Q HV BLADE. A FOR INSTALLATIONS W/ 1Q HV BLADE. A RATIN MUM ALLOWABLE SPAN FOR A GIVEN NEGATIVE A.S.D.DESIGN PRESSURE (2)PROCEDURE TO DETERMINE MAXIMUM$PAN FOR WALL MOUNTINGS(TOP/BOTTOM)OR } POURED CONCRETE,CONCRETE BLOCK 1 FLOOR/COUNG: ■ MAXIMUM AND WOOD INSTALLATIONS N! MAXIMUM FOR METAL STUD IN INSTALLATIONS GIVEN A POSITIVE AS.D.DESIGN PRESSURE RATING,DETERMINE MA%IMl1M SPM 1+' A.S.D. FROM SCHEDULES. AS.D. FLOOR/CEILING PRESSURE FLOOR/CEILING GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING,DETERMINE MAXIMUM SPM!Z PRESSURE WALL MOUNTING MOUNTING MIN.SEPARATION TO GLASS RATING WALL MOUNTING MOUNTING MIN.SEPARATION TO GLASS FROM SCHEDULES. RATING (Poll NINDEONEA (PsQ i 1ND20NEA FINN.MNOMUM ALLOWABLE SPAN 5 EQUAL TO THE MINIMUM DETERMINED SPAN N or-) + '.N 1 IEo BETWEEN l+'AND t-'. (+°r-) L+(FT) L'(FT) I!(FT) L-(FT) uwmioNea rota '.-1 L(FT) L(FT) L'(FT) 1.263 pl�� iocw CENIF.R.'rE 1 (3)PROCEDURE TO DETERMINE IMAM UM SPAN FOR COMBINATIONS IN BETWEEN WNL 35 12'-7' 1 IT-0•' 17-T• 13'-O" 1" 4 11/16" 5 1/2" 64 7•-a, T_0" _ I - 1" 37/1 51/81, MOIRTIINGS W/FLOOR/CEIUNG MOUNTINGS: 40 11' 10" 12'-3" 1l'-10" 12'-3" 1" 4 11/16" 5 12" FOR A GIVEN POSITIVE AS.D.DESIGN PRESSURE RATING: 45 ill-g, 111-11, 11--s'. I ll'-11- DEnalulxE: 1" 4 11/16" 5 1!L" 1 DETERMINE. MNE.SPAN FOR WALL MOUNTING INSTALLATIONS. 50 111-6* 111-61 11'-5' 11-6" 1" 4 11/16" 5 1@" 72 6-71, 6'-7" 1" 37/76" 51/6" L2+-MAIL SPAN FOR R.00R/COLING MOUNTING INSTALLATIONS. „ - 10'- -4" 11,-4° 11-4" 1' 4 11/16•' 5 1f2" FOR A GIVEN NEGATIVE ASD.DESIGN PRESSURE RATING: DLTFRMINE: 80 10'-6'• lo,-61 10'-6" 1•' 1411/16" 5 1/2" U--kM.SPAN FOR WNL MOUNTING INSTALLATIONS. V-8" 6-9, 1" 3518" 51/8" •SEE SECTION 10 ON SHEET 10A U--MAX.SPAN FOR FLOOR/CERING MOUNTING INSTALLATIONS. 70 8'-3•' 8'-3" V-3" 8'-3" T. 3 518'• 5 1/8" FINAL MAXIUUM ALLOWABLE SPAN IS EGUAL TO THE MINIMUM BETWEEN 11+", 75 T-9•' T-9" T-W T-91 11. 3 6/8•' 5118" t1=AND'U-' 80 T-3'• T-3" 7'-3- T-3'• 1" 3 518'• 51/8" (4)GO TO ANCHOR SCHEDULE ON SHEETS 6&7 FOR CONCRETE AND BLOCK,SHEET 8 A18156'-10" 8'-10" 5-10" 6'-10" 1" 35/8,• 5118" FOR WOOD AND TO SECTION ON SHEET 10 FOR KEYSTONE MOUNTINGS AND SHEET 1OA FOR NEPAL I Np$M U Fl NC MAXILIUM ALLOWABLE SPM!AND NEGVNE DESIGN S-7" S-T' S'-7" 5'-7" 1" $5/8 S 1B" LOAD TO DEfQTYINE MNONUN ANCHOR SPAGNG. 5-6" 5-6" 5-6" 5-6" 1" 35/8" 51/8" S)NINIMUN SFPAFATON 7D GLASS SHALL BE 1HE CRFJ,TESf MFASUREO FROM EITHER 5'-5'• 5-5" 5-5• 5'-5" p' 35/8" 51B" REAR OF KNUCKLES OR REM OF LOCKS CENTERWTES AS APPUCABLE TO GLASS. 105 5-3" s-3" 5-3" 5-3" 1' 3518' 5118" AXIMUM SHUTTER SPAN f3L+33 OR "L—"* (ft.) FO 110 5'-z" 5'-2" 5•-2" 5-2" 1" 3618" 5114" INSTALLATIONS W/(1) & 1g *HV BLADES. A Q 1NcrAI I eTION LEGEND APPLICABLE FOR(11 HV AND C&HV BLAOE� EXCEPT THAT MAXIMUM SHUTTER SPAN "L+" OR "L-"AND POURED CONCRETE,CONCRETE BLOCK UBSiRATES CONCRETE & MAXIMUM AND WOOD INSTALLATIONS MOUNTINGS MASONRY METAL STUD WOOD MAXIMUM A.S.D. DESIGN PRESSURE RATING FOR INSTALLATIONS INTO A.S.D. CONCRETE OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS: RESSUR FLOOR/CEILING 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO RATING WALL MOUNTING MOUNTING MIN.SEPARATION TO GLASS WALL 1 3, 1D 1W, 3W, 4W +64,-72 p.s.f. AND 7'-6" SPAN. SEE SECTION 9 ON (P YAND2oNE4 5 & 9 7W, 9W & low SHEET 10. (+(FT) I:(FT) L+(Fl) L:(FT) W1ND24i� E ''"' Lc eirEwA.*E LOO CEILING -6 7 8 --- 2W. 3W, 6W 6" 1 9'-6" 9'-G' 9'-6" 1" 4 3/8" 4 1/4" & 8W 62 8'-11"I 8'-11" 8'-11" 8'-11" 1 1 4318" 41/4" EXCEPT THAT MAXIMUM SHUTTER SPAN 'L+" OR "L-" AND MAXIMUM A.S.D. DESIGN PRESSURE RATING FOR I-SEE UMLTATIONS OF USE FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED AS FOLLOWS: BLADE IA ON SHEET IS. 1- CONNECTIONS TO PLYWOOD LIMITED TO t62 p.s.f. AND 8'-11" SPAN, SEE SECTION 5W ON SHEET 14. 2- CONNECTIONS TO HOLLOW CEILING LIMITED TO 762 p.S.f. AND 8'-0" SPAN, SEE SECTION 2W ON SHEET 14. FLORIDA BUILDING CODE (®osHigh OTYP Hurricane Zone) � 02017 LTECO. C. 2017 EASTERN MLS SUPPLY. ,IEP; kBERTHA HT E Accordion Shutter S S A System H.V. BLADE#3 W/OR W/O H.Y. WINDOW BLADE#3 TILUT TESTING & ENGINEERING COMPANY American Shutter Systems REV.No DESCRIPTION DATE I DRAWN BY:L.C. I -, =, 6]55 N.W.35N.St,SU.305.VIRGINIA CAROMS.FLORA 331 Association, Inc. f OLD 15-066 7/28/1 DATE:07/28/17 y- eF-- Phone:(305)871-1530.Fa :(305)671-1531 4268 Westroads Drive 2 West Polm Beach, FL 33407 s a-moll:UR=Q■eoLC0M DRAWING No �+<`•"'"F�Q�IQ C.� T1 EB-A.0RLI006718 17—'08 �s• V\ AL1 WALTER TT Jr.P.E. 4 SHEET P.E: I IAAIIARF�DATE FLORIDA u.. K767 5 6 5 OF 18 -SPECIFICATIONS ON ANCHOR REQUIREMENTS: POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES UPON1 OR MAXIMUM ANCHOR • SPACING (on.) SCHEDULE FOR A GIVEN MAX. SHUTTER 1.ANCHORS TO WALL SHALL BE AS FOLLOWS: vPOO W/NUANCED TRAY'�D"� SPAN. A.S.D. DESIGN NEGATIVE PRESSURE Ro71NG AND A CORRESPONDING W To D mm POURED CoMmE e ALL POINTS 1/4"0 TAPCON OR TAPCON W/ADVANCED NWADFDRIr TECHNOLOGY.AN MANUFACTURED BY I.T.W.BUILDEX.(16n.rc-3 1W). BLUE TAP WITH CM MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALLATIONS -1/4"0 x 3/4"ALL POINTS SOUD 517 ANCHORS AS CIENIBUIm BY ALL POINTS SLEW,BOLT&SPECIALTY COMPAW.(M4n r.-.3®). TAPPER+ (SEE MOUNTINGS 1,2, 3, 4&5 ON SHEET 9) - 1/4'0 BLUE TM CONCRETE ANCHORS WITH CAP,AS MAHLfACIURFD BY FUDROA FASTENERS DIRECT.INC.(Min.Fc-2 kAi). Wo TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS.INC.@Qn.rc-3 kpl).MIO DISTRIBUTED BY ALL POINTS SUM,BOLT&SPECIALTY OOkPAW OR POURED CONCRETE ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED W/THE AMERICAN SHUTTER MIENS ASSOCIATION.INC. 1 &2 WALL MOUNTINGS & 4 WALL MOUNTING WALL SILL MOUNTING Nom wIDMVu w/03 DOR 19 W/©+Os W/Oe +Os SPAN(n) Ai)MINIUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON Al ADVANCED TH REAOFORM IECHVO M AND TAPPER+ANCHORS IS 1 3/4",AND 1 1/2'FOR ASD.N$ DINE IOW(pro ASD.0:9fN IECANE LOW(prT ASD Of9C1 NOAAME RAW(� BLUE TM WNIH GTP ANCHORS. 30 40 5 60 70 60 90 1 100 110 30 40 50 60 1 70 80 90 100 110 30 40 50 60 70 1 80 90 100 110 A2)MINIMUM EMBEDMENT OF 1/410 z 3/4'ALL.POINTS SCID-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE NO 0480ME7NT INTO STUCCO SHALL BE 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 PE MITTED,1/4"9-20 S.S.MACHINE SCREW USED SMALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO COST.AND I"MWIMUM FOR WALLS WITH NO STUCCO. 3'-0" OR LESS 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 B 9 9 9 9 9 A.3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS,PAVERS OR ANY VOM BE FOND ON THE COMING WALL OR FLOOR.ANCHORS SHALL BE LONG 9 9 9 9 9 9 8 9 9 9 9 9 9 9 9 9 9 9 9 9 9 8 9 9 9 9 ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES,ANCHORAGE SPALL BE AS INDICATED ON NOTES AT)&A2)ABOVE FOR INSTALLATIONS ON IANYL 9DM WITH OR WITHOUT METAL STUDS OR EFS WITH WOOD STUDS CONSULT THIS ENGINEER. FOR INSTALLATIONS INTO EFS WITH METAL STUDS SEE SHEET 10, 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 4'-0" (B) TO COMING ASTM C-90 CONCRETE BLOCK WALL: 9 9 9 9 9 9 9 8 6 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 -1/4'o TAPCON OR TAPCON W/ADVANCED TMFADFCa TECHNOLOGY ANCHOR AS MANUFACTURED BW I.T.W.BUIDEX. 1/4'0 x 3/4"ALL POINTS SOLID-SET ANCHORS 7S DISTRIBUTED TED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. 9 9 9 9 9 9 9 9 9 9 9 9 919 9 9 9 9 9 9 9 9 9 9 9 9 9 _1/4"e BLUE TAP CONCRETE M04ORS WITH CAP,AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC 9 9 9 9 9 9 9 7.5 fi 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 - 1/4"0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS.INC.AND DISTRIBUTED BY ALL POINTS SLEW.BOLT&SPECIALTY COMPANY OR ANI'OTHER APPROVED 5•-0" _ _ _ _ _ _ _ _ _ _ _ UCETNSM OR AUIH OWED VENDOR REGISTERED W/THE AMERICAN SHUTTER SYSTEMS A40C4TION.INC. 9 9 9 9 9 8 5.5 4.5 3.5 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 NOTES: 9 9 9 9 9 8.5 7 5.5 9 9 9 9 9 9 B 9 9 9 9 9 9 9 9 9 9 9 &1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON ANCHOR IS 1 1/4'AND T"FOR TAPCON W/ADVANCED TUEADFORM H;OHNCLOGY ANCHOR,AND 1 1/4"FOR 9 9 9 9 9 8.5 6.5 5 - 9 9 9 9 9 9 9 9 - 9 9 9 9 9 9 9 9 TAPPER+AND BLUE TM WITH CAP ANCHORS. 6'-0' 8 9 9 9 6.5 1.5 4 3 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 B2)MINIMUM FIABEDMEM OF 1/4'o z 3/4'ALL POINTS SOLID ANCHORS Sldt1 BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.No fM(TEOMEM IMO STUCCO 9 9 9 9 9 7.5 5.5 4.5 - 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 51W.L BE PERMITTED.1/4"0-20 S.S.MACHINE SCREW USED SHAT BE 1 1/2"LONG MINIMUM S O"STUCCO EXIST.AND T"MINIMUM FOR WALLS WITH NO STUCCO. 9 9 9 9 8 6 4.5 - - 9 9 9 9 9 9 - - 9 9 9 9 9 9 9 - - 8.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE EDmNG WALL OR FLCK)k ANCHORS SHALL BE LONG 7•-0 _ _ _ _ _ _ _ _ _ _ -9-_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES ANCHORAGE SHALL BE AS MC47ED ON NOTES 8.1)&62)ABOVE.FOR INSTALLATIONS ON MNYL 9 9 9 6.5 4.5 3.5 3.5 - 9 9 9 9 8 9 9 9 9 9 9 9 9 9 SONG WITH OR WIHOUT METAL STUDS OR EFS WITH WOOD STUDS CONSULT THIS ENGINEER FOR INSTALLATIONS INTO E1FS WITH METAL STUDS SEE SHEET 10. 9 9 9 9 7 5.5 4 - - 9 9 9 9 9 9 9 - - 9 9 9 9 9 9 - - (C) ANCHORS SHALL BE INSTALLED FOUO'MNG ALL OF THE RECOMMENDATIONS AND SPEOFICATONS OF THE ANCHOR'S MANUFACTURER 9 9 9 8.5 5 9 9 9 9 9 9 9 9 9 9 9 9 _ 8'-0.. -6-4. _ _ _ - -i- (D) SEE SCHEDULE ENDOW FOR MCE OISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS 9 9 B 4.5 3.5 - - - - 9 9 9 8 9 9 - - - 9 9 9 9 9 9 - - - EDGE DISTANCE VERSUS SPACING SGHEDUIr FOR ANCHORS: 9 9 9 .5 4 - - - 9 9 9 9 9 9 - - - 9 9 9 9 9 9 - - - V"MUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E.D.LESS THAN THE INDICATED,REDUCE ANCHOR SPACING BY MULTIPLYING 9 9 6.5 .5 - - - - 9 9 1 9 9 9 - - - - 9 9 9 9 9 - - - - SPACING SHOWN ON SCHEDULE BY THE FDUAWING FACTORS SS REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LETHAN MINIMUM SPACING INDICATED 9._0. FOR EACH ANCHOR TYPE. 9 1 9 15.5 13.5 - 9 9 9 9 9 9 9 9 9 9 - FACTOR 9 1 9 18.515.5 4 - - - - 9 9 9 9 9 - - - - 9 9 9 9 9 - - - - TAPCON TAPCON WITH ADVANCED ALL POINTS SOLID SET BLUE TAP WITH CAP TAPPER + 9 9 ZACTUAL S 5 4 - - - - 9 9 9 9 9 - - - - 9 9 9 9 9 - - - - EDGE MIN. SPACING - - - - - - - - - - - - - THREADFORM TECHNOLOGY DICTANCE MIN.SPACING- 3" MIN. SPACING - 3" MIN.SPACING= 3 1/2" MIN.SPACING=3" 3 3/4" 4' 9 8 4.5 3 - - - - - 9 9 9 9 1 9 1- - - - 9 9 9 9 9 - - - - ED. POURED CONCRETE&pOLpED CCYNCEIE CONCRETE BLOCK POURED CONCRETE& POURED CONCRETE& POUTED CDID�IE CONCRETE BLOCK 9 9 7 4.5 - - - - - 9 9 9 9 9 - - - - 9 9 9 9 9 - - - - CONCRETE BLOCC 1•yN.�.,3 1/2' MH E.O.-2 I/2' CONCRETE BLOCK CONCRETE BLOCK IBL ED.=31/f MH ED.=2 I 9 9 6 4.5 3.5 - 9 9 9 9 9 9 9 9 9 9 - ACN TLD.= 3" ABN.ED.-3 1 MN EO=3' lf 11•_0• - - - - - - - - - _ 3' 1.0 0.90 1.0 0.78 1.0 0.84 1.0 9 6 3.5 - - - - - - 9 9 9 9 9 - - - - 9 9 9 9 9 - 2 1/2' - 0.81 1.0 - - 0.67 1.0 9 9 5.5 4 - - - - - 9 9 9 9 9 - - - - 9 9 9 9 9 - - - - 2' - 0.71 - 0.51 9 8.5 5 3.5 - - - - - 9 9 9 9 - - - - - 9 9 9 9 - - - - - 1 3/4' - 0.91 - - - 0.43 - - - - - - - - - - - - - - - - - - - - - - - - - 1 1/2- 1.151- /2• 0.35 - - - - 0.35 9 4.5 3 9 9 9 9 9 9 9 9 9 7.5 4.5 - - - - - 9 9 9 9 - - - - - 9 9 - 1 HV BLADE 3 OR 1 HV BLADE 3 W • SEE UMITATICNS OF 9 7 _ _ - _ _ _ _ g g _ _ _ _ _ _ _ g g _ _ _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - USE FORBLADE IA 8.5 4 - - - - - - - 9 9 - - - - - - - 9 9 - - - HV WINDOW BLADE WORKING IN UNISON* ON SHEET 18. 9 6 9 9 9 9 . ArAAAAAAA./� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) /HIII'`-t l�/TL- 92017 TLTECO,INC. ®2017 EASTERN METAL SUPPLY, INC. ,,,I�T'• J�ENS v� ` A.S.S.A. BERTHA NVTM 11 L E C O IN C. Accordion Shutter System T}; H.V. BLADE#3 W/OR W/O FOV. H7NDOW BADE#3 American Shutter Systems REV.No DESCRIPTION DATE I DRAWN BY.L.C. •C E *; TILLIT TESTING & ENGINEERING COMPANY .y:. StATE OF : 6355 N.W.36th.St.St..305.VIRGINIA GARDENS.FLORIDA 331 Association, Inc' I OLD 15-086 7/29/1 DATE:07/28/17 . �AM° Phone:(305)871-1530.Fox:(305)671-1531 4268 Westroods Drive 2 DRAWING No S.,, \.a44tL1L e- manHeoFLORIDA Uc.B 9l.o«n West Palm Beach, FL 33407 3 17-108 7_ 08 /ANAL ENS' r WALTER A TIU3T 4Jr 4 4167 P.E. 5 SHEET P.E. Sat/SL6NAT 'E/DATE 6 6 OF 18 _ m p. 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TIWT • TESTINGENGINEERINGCOMPANY Phon—(305 71 ox:(305)871-1531 4268 Westroods �■ � 0 Drive DRAWING . WALTER A.TILUT Jr.P.E. FLORIDA U..9 44167 1 0-� POURED CONCRETE CONCRETE ANCHORS POURED CONCRETE OR CONCRETE BLOCK OR CONCRETEWALL REQUIRED ' ' (SEE SCHEDULE ON SHEETS 6& 7) WALL REQUIREDBLOCK •f EXISTING • CONCRETE ANCHORS j 1/4"0-20x3/4-S.S.BOLTS W/ GLAS i (SEE SCHEDULE ON SHEETS 6&7) CryUT&WASHER® 9.O.C. MIN-SEPARATION TO _ (SEE 5 O • .-- ®or® I/2• 1"NIH.--- ON SKEET 5) 1/2• Or i I 2 E. .. •wx. I /Y �•INC • •• I I MIN.SEPARATION TO ux+.EE SEPARATIm1 TO aAs GLAs$(SEE scXEOU 1�. NYLON COVER (SSCHEDULES ON SHM 5) I I ON SHEET 5) I I 5 Q1 aR ®• 1/4'0x3/4"F,H. S.O.S.DW EXISTING I' I GLASS i I - BUILDEX TEK SCREW 0 9'O.C. EXISTING G I' I I POURED CONCRETE CONCRETE ANCHORS OR CONCRETE BLOCK (SEE SCHEDULE ON SHEETS 6& 7) WALL REQUIRED 1 WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION 05 WALL MOUNTING INSTALLATION EXISTING _._._ —_ —�� EXISTING—•� I I C ',.i , i GLASS M SEPARATION TO ?I I IYN.SEPwNATON To 4L155 MM.(SEE SCHF TO I L155 SEE SCHFDUL (SFE SCHEDULES 011 SHRs 6) I I GIA55(SEE 5)Anok I I [-CLASS SH 5 O ON SHEET 5) 1 ) I� I I 1 I; 'I —01 - q9* ! I EXISTING GLASS E.D! E.D.+ .. I - ! i ! '• Z EDGE OF - SUB IF ��CILE • i/2� \-O Or or® - I/2• 1"NLN. APPLICABLE -' • \ /4.0-20x3/4"5.5, BOLTS W/ POURED ' CONCRETE ANCHORS NUT&WASHER m 9.O.C. CONCRETE' REQUIRED {,0.�-- D.- • (SEE SCHEDULE ON SHEETS 6& 7) POURED CONCRETE CONCRETE ANCHORS POURED CONCRETE OR CONCRETE BLOCK ANCHORS OR CONCRETES CK WALL REOIRRm (SEE SCHEDULE ON SHEETS 6& 7) WALL R (SEE SCHE N SHEET 7) 02 WALL MOUNTING INSTALLATION ® WALL MOUNTING INSTALLATION © FLOOR MOUNTING INSTALLATION NOTE FOR COMBINATION OF SECTIONS: E.D.a EDGE DISTANCE 1-SEE SHEEP}FOR TYPICAL SHUTTER ASSEMBLY (SEE NOTES&SCHEDULE ON SHEET 7) INSTALLATION DETAILS 2- MOUNTING SECTIONS CAN BE COMBINED SEE LIMFTATIONS OF USE FOR IN ANY WAY TO SUR ANY INSTALLATION. BLADE OA ON SHEEP 18. SCALE 3/8"=1` FLORIDA BUILDING CODE (Non Kish Velocity Hurricane Zone 02017 TILTECO,INC. 0 2017 EASTERN METAL SUPPLY,INC. %= BERTHA HIP etc RNs A■S S A Accordion Shutter System 1 L E C O i N c. KV. BLADE#3 W/oa w KV VWN aADE,P r TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems REv.No DESCRIPTION QtR DRAWN BY;L.C. '�-��:• �• Or� • ,' 6355 N.W.361h.SL,Ste.305.V INU,GWOENS,EIDWOA 3316 ASsoelatiOn, Inc. 1 OLD IS-056 7/}9/1 PATE;O7/2B/17 • Phon,:(305)871-1530.Fax: (305)871-1531 4268 Westroods Drive 2 :_fS6719 %..,•AIDA,,: ��,Ll.° e-moi:IItcO O—I.Com West Palm Beach, FL 33407 3EB- DRAWING No SNA E% J7''J WALTER ATILUr Jr.P.E. A 17-108 P.E. 3bM* GNA f(1RE/DATE FLORIDA ue.y 44197 5 SHEET 6 OF 18 CONCRETE ANCHORS POURED CONCRET (SEE SCHEDULE ON SHEET 7) REQUIRED CONCRETE ANCHORS(EXCEPT EDGE OF ALL POINTS SOLID SET)O 6" • A• SLAB IFO.C.(SEE NOTE t ON SHEET 5 0. APPLICABLE •2 t POURED CONCRETE OR + FOR LIMITATIONS) CONCRETE BLOCK / 1/4"0-20x3/4"S.S. • REQUIRED rEO-TED VINE SCREWS USING I I X1/2• (Z_ I 1/4'-20 NUTS O 12O.C. p 2 i• 1/4"MAX. MIN. EO. I 1/4"MAX. EXISTING 1 GtaSS--) u�x.scruunox ij,' •I,; .� FT I to— c 0x vtE6T 5) I' I: (DOR (9* •'I ExlsnNc�Gus c6TE I (7) CEILING MOUNTING INSTALLATION EXISTING GLASS— I i. 1/4 1 1/4"0 RW DAMTAPCON W/ADVANCED 1HREADFORM rMAY j uw ssPNunax TECHNOLOGY OR 1/4"0 POWERS FASTENERS TAPPER+ ANC710R5 W/ 1 3/4"MIN.EMBEDMENT O 6"O.C.FOR I' 10 OR ®♦ UP TO 6'-0"SPAN AND 4"O.C.FOR SPANS LARGER 4A uI sxER s) THAN W-0"UP TO 7'-6"MAX APPLY SEALANT AT I :I EVERY FASTENER HEAD(TYP.)(SEE NOTE tON SHEET 5 s� 1/2" EXISTING1/4"MAX. FOR MRATIONS) CLASS I I CONT.SEALANT #10x3/4"HEX WASHER HEAD ;��� MAX. 3� TEK SCREWS O 9"O.C. ALTERNATE INTERIOR 1/4"0-20x3/4"SS MS ANCHOR LOCATION 3/e' EXTERIOR CONCRETE ANCHORS • jj USING 1/410-20 NUTS (SEE SCHEDULE ON SHEET 7) / 0 12"O.C. © 7 EXISTING NON STRUCTURAL EDGE OF �• '' I II' EDGE ,• 2.00"•MIN. .SDo" WALL TRIM(DECORATIVE SLAB IF .1: i/2" `i"�'•.. OF t.�f F-0. SILL) IF APPLIGBLE • A. APPLICABLE < MM.,• POURED CONCRETE POURED ° : REQUIRED GONG REQUIRED E.D.* - I& FLOOR MOUNTING INSTALLATION n Q9 KEYSTONE MOUNTING INSTALLATION 0 N - STANCE MAXIMUM A.S.D. DESIGN PRESSURE: +64,-72 psf WHEN PERFORMED ADJACENT TO AN ' ' ' -- - -----" -_-- -- --- -- 0 � ��.QN�Rm;9_ _.. _- _- ..-.MAXIMUM-SHUTTER SPAN..7'.-6`�.— -OR-QR NOTE FOR COURINADON OF SECTIONS: SEE UM�ATIONS OF USE FOR BLADE ON SHEET 18. 1-SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY INSTALLATION DETAILS (CONTINUED) 2- MOUNTING SECTIONS CAN BE COMBINED SCALE 3/8"=1" FLORIDA BUILDING CODE (Mon High Velocity Hurricone Zane) IN ANY WAY TO SUIT ANY INSTALLATION. 02017 RLTECO,INC. ®2017 EASTERN METAL SUPPLY, INC- BERTHA BERTHA HNTM `� S S A Accordion Shutter System �L. E C O i N c. ■ ■ ■ ■ H v. BLADEE3 w/aR w/o KV. wlrna v 81" • ? American Shutter Systems KY.Ne DESCRIPTION OAIE DRAWN BY:L.C. TILLIT TESTING k ENGINEERING COMPANY • ' ; 6335 N.W.36th.SL,51e.305.VIRCINIA CAR00a,FLOWA 3316 Association, Inc. 1 OLD 15-086 /2e/1 DATE:o7/7A/n 'r STA'TCp� 4268 Westroods Drive 2 Phone (305)871-1530.Fox:(305)871-1531 DRAWING No v' �� .-..it:till.. .0— West Polm Geoch, FL 33407 3 o�•8(�F�ORIDa. `k�`'�`� C9-0006719 4 17-108 1••}•�•�•••••••• �tt1s WALTER A.TILUT Jr. FLORIDAA Lt./44167 5 SHEEP p.�. itftL/�IG�IAT�IRe/DATE 6 10 OF 18 SFE END WALE CONNECTION j INSTALLATION WITH DETAILS ON SHEETS 1 oA 13 A 16 O 0 R ®• H V BLADE W "ALTERNATE{LOCKS®OR HV CENTERMATES & I %ISTING GLASS SCALE 3/8••=1- SEE LOA ATIONS OF USE FOR SEE END WALL OUT i I N I euDE IA oN sHEEr,e. CONNECTION i I DETAILS ON SHE 1 OR i ------------- ]OA. 13 A 16 i --OORO OR©+(Y)OO}R��—I ® ® 7• 6 1/2 MIN.SEPARATION i OR OR +(a)OR TO(SSS MIN.SEPARATION MIN.SEPARATION (SEE SCHEDULES MIN.SEPARATIO W/INSIDE LOCK TO w/OUTSIDE LOCK TO I N i ON SHEET 5) ©OR TO GLASS 9 I OR®OR®+® GLASS(SEE SCHEDULE GLASS(SEE SCHEDULE (SEE SCMFA ON SHEET 5) ON SHEET E (INTERIOR) ON SHEET 5) I � — — — — — — — — - -- — — — --------- — — — — — — —�— — —._.—. •— SEE END WALT CONNECTION 13 DETAILS0 13 c 16 1 OR 9 OR ®oR� � � DR� 14 OR " 6 OR InR) I � OUT ( ) (EIRERIOR) I I 10 SECTION AT END SECTION AT SYMMETRICAL SECTION AT OPPOSING DIRECT MOUNT) CENTERMATES LOCK 16 CENTERMATES W� LOCK 16 OR SEONNEanON E END WALL 2-x2•x,/0'x0'-- 1 I (6083-T6 ALLOY)ALUM.AN- I DErAILS ON SHEErS W/(Y)1/{'o TMGON ANCHOR i L-------- OOROOR©+OOR $ ----- ------- — --- 10A. 13 do 16 TO CONCRETE=jB-ClTT0+)� t/2� ® ® O O O ---�- ({)/10x1/2'$.MS.i0 Nf) I /1oN3/a'S.M.S.® 12' OR OR + OR + --- MIN.SEPARATION MIN.S(PARATION AT Ei1CH ANGLE. O.C.FULL LENGHT. MIN.SEPARATION MIN.SEPAPATION TO GLASS TO GLASS I TO GLASS Y+/INSIDE TO GLASS W/OUTSIDE (SEE SCHEDULES (SEE SCHEDULES FIN I OR®OR®+® LOCK(SEE SCHEDULES LOCK(S�SCHEDUES W/ ONLY FOR SECTION 10 SHEET 5) ON SHEEP 5) 1 I``1I ON SHEET 5 SAF 5 (BOTTOM) \ 10 11 13 7AOR OR 15 L_j SECTION AT SYMMETRICAL © 11 OUT SECTION AT cT>9 SECTION AT OPPOSING 15" CENTERMATES W/ LOCK 1(�' CORNER POST CENTERMATES W/ LOCK " FLORIDA BUILDING CODE (Non High Velocity Hurricane tone) Itj11t Q A 02017 TLTECO,WC. ®2017 EASTERN METAL SUPPLY,INC. �,,ttP�tE BERTHA NVTn1 �c I L ECO ... A.S.S.A.S■S■A. Accordion Shutter System H.V. BLADE J/3 W/OR W/O KV. WINDOW BLADE American Shutter Systems REV.Ko OcscxlPlaK DATE DRAwN Dv:Lc. L TILLJT TESTING & ENGINEERING COMPANY Assoclatlon, Inc. 1 OLD t5-086 7/28/1 OATS 07/26/17 635S II.W.361h.St.,Ste.305,WG...WOUS•RORDA 331614268 Westroods Drive z ? ?y STAT€E1F Ph—:(303)871-1530.Fo,:(3D5)871-1531 DRAWING No 0 F0R10p V -moil:D6��o06a.�om West Palm Beach, FL 33407 3 17-108 '•.1 P,.' - 11 E8-0006719 A to .............rr ,t' WALTER A T6Lr Jr.P.E. 5 SHEET V\ FLORIDA Uc.1 44167 P.�'-5� ��URE%DATE 6 11 OF 18 END INSTALLATION INTO CONCRETE OR CONCRETE BLOCK WALL* OUBED-CONCRETE— ORR ICONCK WALL OR CONCRETE ) RED CONCRETE BLOCK WALL REQUIRED • BLOCK WALL REQUIRED \�' PoUREO CONCRETE OR - OR CONCRETE BLOCK WALL REQUIRED CONCRETE CONCRETE BLOCK WALL +. ,• r MIN., EXISTING GLASS 1/4'0 _ 11 EXISTING GLASS •���Y t REQUIRED • ; • { . T, _1_____--- .. (� •� '�. .. ~t •t` _--_ 2'MIN, / EXISTING GLASS ISTI G GLASS t �- E -190 'L 1/16'x3'MAX. / (6063-T6)CONT. (LOCATE AT ALUM.CLOSER OUSE 1'OR 2^MAX. -T-J- ( EIS SIDE PLATE. (LOCATE AT vi / \ (AS APPUCABLE)x2^xl/8'x0•-2" I 1 I 1 �) EITHER SIDE OF 4O) �� t ALUMINUM T6 CUP _ - ---------•-_-• �Z 1 1 (6063-T6 ALLOY))AT AT MIDHEIGHT � /to1T1/2's.u. . /lox,/2^S.IAs.�I W/(1)410x,/2^S.M.S.TO U9 1 I .C. ® 16 O.C. &(2)1/4'6 ANCHORS TO WALL O 16^O 9 \ / 1 ---- C AT 1"D.C. (LOCATE AT ERHER \ OR� {` / OR® 9 , / > SIDE OF@ SEE DETAIL X FOND / SEE DETAIL X FOR SIDE CONNECTION 1 Q ��1 � OR SIDE SIDE CONNECTI0 9 TO TRACKS SEE DETAIL X FORD TO TRACKS O O �O O OR 1(� SIDE COO TRCTION ACKS OOROORO+O V OR OR 6 ] OR �\'L77 I O O © O ® 8 OR®OR@+OORO+OOR®OR®+@ OR OR + OR O O O O O ��J OR 4 OR g + 5 oR 2 + 5 OR 4 oR 4 +5 OR®OR®+O OR R + O END CONNECTION DETAIL O END CONNECTION DETAIL 3O END CONNECTION DETAIL ® END CONNECTION DETAIL REQUIRED ONLY FOR SPANS GREATER THAN 12'-d •r•✓ POURED CONCRETE OR ^ _ ______-- EINSTIlG GJ1S5 '. COW RED BLOCK WALL /�IX1A55 G D Y O O OR OR® •. , 2"ANN. D% - -------- ---- - 70 ANCHOR 0,16 0.1166 D.0 mom 16r,O.0 / OR OR (2)� (z)� •,2-MIN.. •-'till.. OORO OR® TL AN VIEW Y �• 10 , OR & ©OR®OR® J •ciiDETAIL X POURED CONCRETE OR I OO28' R 6 ] OR® SEE OF USE FOR CONCRETE BLOCK WALL �{,��p� LIT SHEET 18. REQUIRED O OO (@+(g C:J'OR t� O + 5 OR 2 + rj OR 4 OR 4 50 END CONNECTION DETAIL ��� 6..END CONNECTION DETAIL FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 02017 TILTEDD,INC. ®2017 EASTERN METAL SUPPLY.INC. /21- %9 BERTHA Hir 1L E C O .. A.S.S.A. Accordion Shutter System Kv. RAM#3 W M?w o RV.WINDOW BADE#3 /^1 * American Shutter Systems NLv.Me DESCRIPTION NATE DRAWN BY.L.C. TILLIT TESTING & ENGINEERING COMPANY Association, Inc. t OLA 15-086 7/26/1 DATE:07/28/17 355 N% . •" F /• 6N.3618 SL,s .305•MONM GAROB6.FLORM 331 4p68 Westroods Drive 2 Phone (305)871-1530.Fax:(305)871-1531 DRAWING No 61 ` :Lleco l0-1- West Palm Beoch, FL 33407 3 • ••••••• •�C , u EB-0006719 17-108 � s S�ONAL EN6 WALTER A TILUT P.E. FLORIDA Uc.8 Fi 167 5 SHEET P.E'�5`EAt'/5f GN" RE/DATE 6 t3 OF t