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HomeMy WebLinkAboutProduct Approval Flprida Building Code Online Page 1 of 2` m- H�t.mjY y-�� ,9] qr�� ,/fig• ! � (�' ,, �a'�;,ply !& �q4 yc� y!}���. c ��w°t�t yaw 3y�r4�F•��+�1.'r�. _=y�;�"LSrr+fr�j ya ��.._�ft'c.Y�'c°i'-'_�,� Fonda Lk�8f(1lenttc',l- SCIS Home Log In User Registration Hot Topic Submit Surcharge Stats&Facts Publications I r5C Staff i SCIS site Map Unks Search BusinesPro%alh Profession +� t"9I USER:PubliApproval Regulation — Product Approval Menu>Product or Application Search>Application Lis[>Application Detail 'jr 1 �jJ �Sa fi �a 1Ir 3 FL# FL389-R8 mxnx.�r.�,�r ;, ? 6 Application Type Revision SEPLQ9� Code Version 2014 [[ Application Status Approved PER"'Y" -TiNG St. Lucie County, FL Comments Archived C Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer "1 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tillit,Jr. P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W.Knezevich, PE Validation Checklist-Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ.ncif 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 https://floridabuilding.org/pr/pr_app_dtl.aspx?parain=wGEVXQwtDgvYYHH2vJvx53 Mw... 7/15/2015 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection 086 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A. INC. DRWG.15-086.Ddf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: Large Missile Level"W.Max span is 12'-7"for 35 psf FL389 R8 AE A.S.S.A. INC. P.E.R. DRWG.15-086.1)df positive ASD load and 13'-0"for 35 psf negative ASD load Created by Independent Third Party:Yes the HV3 blade w/o window blade,5'-2"for 110 psf ASD load For HV3 blade w/o window blade and W-11"for 62 psf,9'-6" for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf. See sheet 5 for other spans and ASD pressures. 389.2 FBertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks Only-(Non-HVHZ)-Drwg 15-085 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A. INC. DRWG.15-085.odf• Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: Large missile level"D". Max.Span is 16'-0"for 30 FL389 R8 AE A.S.S.A. INC. P.E.R. DRWG. 15-085 HV.odf p.s.f negative ASD load depending on centermates and Created by Independent Third Party:Yes locking rod configuration for the HV1 blade,8'-0"for+64, -72 p.s.f. load for HV blade for Keystone mountings 7'-0"for +75,-75 p.s.f. for metals stud mountings and 8'-0"for 110 p.s.f.for HVS and HV1A working in unison.See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection 084 Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R8 II A.S.S.A. INC. DRWG.15-084.pdf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:Large missile. Max. 16'-0"span at 30 p.s.f ASD load FL389 R8 AE A.S.S.A. INC. P.E.R. DRWG.15-084.odf for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Created by Independent Third Party:Yes 12,25 and 28 respectively [3ack Text Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: El 1p—�Ebl ¢.neck 91 %ccuritymi.rmcs '.r).'I https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53Mw... 7/15/2015 GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) WAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014(51h EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. TABLE CONTENTS t,�Tc� 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 I ABLE OF CONI EIV I S BEINSTALLED 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 BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA 1: HV BLADES T & Q1 BY MULTIPLYING THEM BY 0.6 IN OROERTO 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 PED..AS TESTED,WERE NOT OVER STRESSED,A 33 IT INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS Mn USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER.A WIND DURATION FACTOR CO-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENnONED CODE AS PER ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE ,D 10214.01-03,10715.01-03,&1004.01-05,$1214.01-05, 10317.02-06.10609.01-10 AND 10210.01-11 AS PER TAS-201•TAS-202 AND TAS-203 PROTOCOLS AND ASTM E=1886 AREA-9• HV BLADE(1)AND HV WINDOW BLADE (1A1 AND E-1996 STANDARDS(MISSILE LEVEL D.WIND ZONES 1.2&3)&11220.01-10 AS PER TAS 201.203&20.3 PROTOCOLS LARGE MISSILE (WHERE APPLICABLE) -FN WINDOW BLADE ®10505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL 0,WIND ZONES 1,2.3)BASIC PROTECTION ONLY AND 1 0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2.HV BLADE QQ AND HV WINDOW BLADE Q ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 CENTERMATE DETAILS W SHEET 8 3.BERTHA H.V.ACCORDION PINS(FIV SCREWS). USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 114x2OSHI AND 114x1.75'RESPECTIVELY,410-FTI'MINIMUM SERIES CENTERMATE ALTERNATING DETAILS FIV SHEET 9 STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH.PINS SFWl BE COATED WITH BERTHA FIV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS. REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEM. 4.ALL ALUMINUM EXTRUSIONS SHALT.BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 FOR INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 ksi AND 35.7 ksi MAXIMUM SPAN TABLES SHEET 11 6005-T5 ALLOY. ANCHOR SCHEDULE- CONCRETE&BLACK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AJSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 ksi MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 6.BOLTS TO BE ASTM A-307 GALVANrLED STEEL.OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE(D: 12,13,14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 FIV BLADE(D&® WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X.WOOD SHEET 17 END CONNECTION DETAILS 7-12 & X.WOOD SHEET 18 8.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BENTS A U.S. PATENT 16'779,582.COMPONENTS OF THIS APPROVAL ARE COVERED.IN WHOLE OR IN PART BY U.S.PATENT 15'458.179 ISSUED TO EASTERN METAL SUPPLY.INC. AREA 3: HV WINDOW BLADE M ONLY 9. R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHLRTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION, TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE.DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT, OR OTHERS, MUST PROPERLY CLOSE ALL HV AND NO CENTERMATFS AND ENGAGE OR LOCK ALL HV AND HO LOCKS. AREA 4: HV WINDOW BLADE M ONLY 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTALLATION DETAILS, METAL SND WALLS SHEET 20 PLACED FOR EVERT OPENING. LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE. 12.BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. •13.(o)THIS P.ED.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;I-WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.ED.. PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE is THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(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 SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. 111FIL FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane �.�"�(ER A.j/�A'/i''i ©2015 EASTERN METAL SUPPLY, INC. .� ......... �,r,� BERTHA HVTM Accordion Shutter System A,S.S■An RV.BLADE#1 w/OR w/o KV. W+Nxhv Bu,DE American Shutter Systems E.•Mc DESCRIP110N UAn DRAWN BY: ML. •• SIH E i TILLIT TESTING & ENGINEERING COMPANY TE OF _ _ Association. Inc. , OLD 11-192 4/13/15 a4Te 4/13/15 •, _ 6353 N.W.36N.SL,St..349.NRCINIA r.Vt0F115.FLORpA 3316 4268 Westroads Drive 2 _UH1`1Phan.:(305)871-1530.Fax:(305)871-1531 DRAWING No iitsi••. •'�(C. ` West Palm Beach. FL 33407 3 15=085 / ,,/ NAL ENG�Y�`` WALTER aoiLui19..P.E. 4 P.E. SEAL/7SIUfJATURE/DATE FLORIDA�`1 4i167 a SH 1�OF 20 p 3•I FOR WHOM BIADE VARIES 1 h o e6AB. m 1.200' ° q5A oo �6 e o Max. Ao, 0.454• � .09 0.a 4.371 a.854" 4.857 4.999' 6 1 HV SOLID BLADE .375 h� O5 HV 90'/180' STARTER O C DUN 8179 3OHV UNIVERSAL FLOATER o QUALIFIED FOR USE W/ QUALIFIED FOR USE W/ HV BLADE iD ®HV DIRECT MOUNT HV BLADE(d) HV WINDOW BLADE* 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER BLADE -SEE LIMITATIONS OF USE OF BLADE ®ON SHEET 19 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER 3.226' 1.500• 670' hoo 2.670• 3.556' .994' 6 1.000• .6702.226' 072 842 4.897• o n o �o A*• o .815' 2.092' O7 HV ADJ. ADAPTER WZLIP a.a36 12 .9 1.37s 072' -------- 0.072' 0. 3.226' QUALIFIED FOR USE'W/ HV ®HV WALK-OVER TRACK ©HV ADI. FLOOR TRACK 6063-TB ALLOY QUALIFIED FOR USE W/ HV ®HV TRENCH TRACK 55 3.750 ALLOY AND TEMPER BLADE1 QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AD TEMPER BLADE 1Q ONLY. 1� HV RAINGUARD BLADE 1D _ 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER = VARIES 1.936' BLADE G) 1 1.815" VARIES 1.936• 6063-T6 ALLOY AND TEMPER Max. 1917". . 083" < 083' _083' .063• m ,093" .093• ,125' .060' 060' .060" 670 .093" .093•c .060'o t4 .L1ti `7 r a'y. 670 1.686 9 670 � 3.520' � 520' 3.529' 670 ?iQ, 11 HV CEILING HEADER 1� HV HEADER/SILL 13 HD CEILING HEADER/SILL Q LIFlED FOR USE W/ HV BLADE(1)ONLY. QUALIFIED FOR USE W/ HV BLADE 1@ONLY 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADED 4 D WALL HEADER H SEE SECTIONS FOR VALID SEE SECTIONS FOR VALIDITY. pUALIFlED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE , ONLY. 6063-T6 ALLOY AND TEMPER T1 COMPONENT A B T1 T2 X Y t f 2' 2• 0.125' 1' 0.062' Q 2• 5'MAX. 1/8" 1/8' 3' 3' 0.090' Is2' 5•MAX. 0.192' 0.192• LEI E ANGL8 FOR USE W ALUMINUM ANGLES 19 2.5• 7•MAX. 0.190" 0.190• U CORNER POSTQUALIFIED FOR USE W/ HV BLADE QUALIFIED FO�USE W/ HV BLADELLOY AND TE ER BLADE 1 ONLY. ® 2• 5'MAX. 0.139' 0.131' 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Non High Velocity Hurricane tone ,` '%J11 ... ©2015 EASTERN METAL SUPPLY, INC. BERTHA HViM ENSF Accordion Shutter System 1 E C® �RI c. . . . . FLV.BLADE#1 W/OR WHO H.V.Wf W�RAM TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems E DESCRIPTION DATE DRAWN BY M.L ., 11 Association, Inc. oLD 1rtsz 4/13/16 DATE: a/13/15TATE OF ;' 8353 N.W,361h.St,file.30.5, xR iNW GARDENS,RORYM 331G 4268 Westroads Dr ve Phone:(305)871-1530.Fax:(305)871-1531 DRAWINGe-maE-b1t 0Qa I.com West Palm Beach, FL 3340 5-085 -0006719 S/O N Al C;�``�� WALiT mn u I 44167 SHEET"P.E. SI, GNs\1`�RE/DATE 9 r 20 4576. .745 93" -929' 1/4--2o DIE CAST 0.334" TIREADm DPA G ENAMS. /C-20- 2293 .745' SAM.S. SAXED FAoM THREADED DIE CAST 0. (2 TP) *6 1. 4 11AXED FAINTED 'NMBL 0 GROSS TURN %0 KNOB. 875* JD HOU" ,062' .318 BR�5S CYLINDER BRASS CaJNDER It KEYS(CHROME (CHROME KATED) 21 dA) H PLABED) < HV LOCK 14V EGRESS LOCK QUALIFIED FOR USE W/ HV BLADE 1O& BY FLOATING '!ENTER QUALIFIED FOR USE W/ W ONLY 01 , , ONLY EL 6063-T6 ALLOY AND TEMPER QUA ED FOR USE W/ HV BLADE 1 & 1A .875* QUAL!ZED(BDR USE W/ HV E & @ ONLY. BLADE(1) ONLY. 6063-TG ALLOY AND TEMPER (2—$ HV CORNER CENTERM&JE QUALIFIED FOR USE W/ HV BLADE01 ONLY 250,010. 2.874:' 6063-T6 ALLOY AND TEMPER . 51 K.. .518, PLASTIC MAD 1756* .922'1 MOLDED TO - 4.045' SCREW 4. Ij *6 2.079' 1.753" 60-AFTER RIVER a[�, NG .06 r. '825" 2 BEFORE RIVETING C4 114P --20 ) 3/4" 4"0-20 RIVNUT* S.S. THUMBSCREW 11 *SMES 9444 ALUMINUM(2024-13 ALL"LARGE FLANGE THIN .3D 4 .8 SHOT NUrSERT.PART 1 0520.AS MANUFACTBRE)BY AVDEL CHERRYTUMM,PARSPPENY,NEW JERSEY 07054 OR EQUAL PLAN FRONT EMYOON 0 HV MALE "T" LOCK CENJERMATE @ HV ALTERNATIVE LOCK LOCKER FOR 'T' LOCK CENTERM&TE - QUALIFIED FOR USE.WA HV BLADE Q)ONLY H FEMALE 'T' LOCK CENTERMATE HV "T' LOCK QUALIFIED FOR USE W1 HV QUALIFIED FOR USE W/ W BLADE(DONLY 6063-T6 A., NO TEMPER QUALIFIED FOR USE W/ HV BLADE ONLY QUALIFIED FOR USE BLADE T ONLY. ALLOY AND TEMPER 6063-T6 ALLOY AND TEMP(;p W V BLADE(D ONLY. 6063-T6 E. /H 1.917 1 9 7' 3.161 .0 3* -),-THUMMR 3 1.0 0 CYUNDER NOR .06 KEY CYLINDER .214- .545' 0.875*Min. .40 0 .125"18 HD CENTERM ATE W1 NO WCKING ROD # HD CENTER ATE WZ LOCKING ROD 0 16 QUALIFIED FOR USE W/ HV BLADE)& UA QUALIFIED FOR USE W/ HV BLADE(j)&UA 6063-T6 ALLOY AND TEMPER � HD CENTERMATE'S INSERT VARIES. 12"MIN. 6063-16 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADEQ)&QA /4- 20 S.S.OR 3/8--16 6063-T6 ALLOY AND TEMPER KETAL THMOSCREV& THUMeTURN (SEE DETAILS) 31/2- OR KEY It CYLINDER 1� Z7 Mi., 1p 711-Max. L, Ki R HD LOCK 9�AAUfFIT�FDR! USE W/ HV BCA (1) L rjTW-3 XDM�:AQETAL -S 23,33 HOOK BOLT LOCK. ALLOY AND TEMPER /8 w 20 AISI 304 UY REGENT HARDWARE MORTISE LOCKS SERIES Z� INSTALLATION WILL REQUIRE A 16' HOLE THUMBSCREWS FRIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE(D& CA) DRQ-LED AT TRACKS FOR PROP EMBEDMENT QUALIFIED PUDE 1 QUALIFIED FOR USE W/ HV BLADE FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' ..*...... 0 2015 EASTERN METAL SUPPLY.INC. BERTHA HVTm 11LIEw Accordion Shutter System CO -m, A,SuSnA H.V. RADE 1#1 W1 OR W/O H.V.WNDW 11,6a American Shutter Systems REV.MI DESCRIPTION TILLIT TESTI DATE DRAWN BY. M.L. NO & ENGINEERING COMPANY Association, Inc. I OLD it--192 4/13115 DATE-- 4/13/15 1355 N.W.36N.St.St..MS.VIRGINIA GARDENS,FLORIDA 3316( Phone (305)871-1530.Fax (305)071-1531 4268 Westroods Drive 2 DRAWING No p- —mail:ME— ..I.— West Palm Beach, FL 33407 V3 SS '7'9 -0006 3 — —085 4 1 o li P,\- M 4 15 ,%.x WALTER A.TILLff Jr.P.E. 111111k0l FLORIDA Lk.If 44167 5 SHEET ,.E. SjY/EAL/SIGNATURE/DATE 6 6 3 or 20 SHUTTER ASSEMBLY SCHEDULE FOR HV HVWINDOW 3/8••0 12'MIN. CE .0625' 41 TO BLADE P (D HV BLADE i 40 /qI i GE 1A .1675' FxTEfaoR ,0625' .0625' ® LIAR BLADE IA 3 HV BLAD '���� E .0625' x FECmu+x— I' ® il' BLADE'S '0 OPENRN .0625 1875• Y HV LONG RECESSED NYLON BUSHING 39 ¢�6 ! n I KNmUC•PK)I.E 0.0625' O Nom, 39 HV SHORT RECESSED NYLON BUSHING '- '^ 1 o_ ! FIAT PORTION R7.7{0 ® HV NYLON HAT WASHER OR ® ry N g loft / �� 3750' Q HV WHEEL CARRIAGE AISI 302-303 SERIES I I 4' I. 40 I X /02.8750" X 1 n 44 9.870"x3/16" THICK NYLON WHEEL. 3 I I n�; , N 2 7/8'MIN. I HV WINDOW CLEAR 1 03.0 0.188"9 AISI 302 SERIES S.S. RIVETS 315'9 SEPARATION .0625"-t3.7500' BETWEEN ,0625' ® HV 1 3/4"ACCORDION PIN W/ #8 HEAD * EXTERIOR LI; 0 BLADE ON C 3/ERS Y Y 75 • OPENINGS Ex1ERIOR n EvanaN t43 HV 2 3/4" ACCORDION PIN W/ #8 HEAD * 41 4 �4_'Y�e aN TYPICAL HV WINDOW BLADE AND ® POLYCARBONATE IMPACT RESISTANT HV WINDOW I ! ! TABS 3EI POLYCARBONATE HV WINDOW DETAIL ® (DOR ® ® or ®3 n N.T.S. 3 (SEE NOTE FOR i I ' i I I PDIyrARBONATE IMPACT RESISTANT FIV WINDOW REQUIREMENTS) 1Q OR *BAYER MAKROLON 3103 POLYCARBONATE * ! !! Y I 12"MIN.CL CE RESINS, UV-STABILIZED GRADE OR SABIC PIN REQUIREMENTS AT EXTERIOR BLADE KNUCKLE FORTO BLADE B M INNOVATIVE PLASTIC LEXAN 103 RESIN i; z I I i I (SEE NOTE "F" ON SHEET 19). BY Pl�Hy(1k �a� �OR (9 i 0°d� (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR ® NNS BOTTOM, KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q OR POLYCARBONATE SOURCES FOR 44 i EXTERIOR HV @ BLADE. TYPICAL SHUTTER ASSEMBLY T TYPICAL PROPE91TE5 RE�RT N.T.S. -.'HV PIN 42 OR 3 AT REFERENCE (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT ExrIOR P1Dsre1 "` '" Pte. m� BLADE'S KNUCKLE. EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV Q 00.324 (SEE NOTE a FOR SPECOG�A^TM ASN W92 ODU wA O.OA Ib� BLADE WHEN CORRESPONDING TO INSTALLATION '11", SHEET 7. 04�r ® REQUIREMENTS) ISLE nELo sR EncO ASN 0939 9.am P+ 9.Sm P 1 TYP. i ! FL URAL STRENGTH AT Y93D A5N W90 12.5®Fa'. 13,40 P.l ®3(3) HV PIN ®OR W/ 1/2" O.D. 1/16" THICK S.S. WASHER ® 15 FLEN NOOOLOS ASTM D790 xoom P.J• 3R5.m0-1. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, � ROD 1asN 0256 18 Fr-row n Fr-ro! SHEET Nm In sv SM01tE DENSITY ASN DMQ 473 z 64.6 x NAR( WHEEL CARRIAGE DETAIL ASSEMBLY LAYOUT RATE of 8 RNM ASN 0635 C-1 CLASS o-1 CLASS N.T.S. N.T.S. SELF IGNRxIN ASLY 01929 1040•F 980'F ASNGW TENSILE SIRENGIN AFTER WEATHERING ASN 638 9302 P.- 8090 P=J. nHV BLADE SOLID & HV WINDOW BLADE DETAILS TENSILE STRESS BEFORE YIFAT.OM AMM 80.161. 8890 P..l N.T.S. FLORIDA BUILDING CODE(Non High Velocity Nuirricane Zone Q 201.9 EASTERN METAL SUPPLY, INC. BERTHA HVTM 6CE Accordion Shutter System 1 L E 41►® I N C. . . . ■ H.V.BADE#1 W/OR W/O H.V. WINDOW BLADE American Shutter Systems REV.tic DESCRIPTION DATE DRAWN BY: ML TILUT TESTING & ENGINEERING COMPANY • D_1 - � Association, Inc. 1 OLD 11-192 4/13/15 OAT' 4/13/15 ATE QF 6356 N.W.360 SL,s1�305,WRGINIA CAROENS.FLORIDA 3316 �•• Phan.:(305)871-1530.Fa.:(305)871-1531 4268 Westroads Drive 2 DRAWING No F� •.•ORIDP . ����` =-man:NII.c.O.PI.Com West Polm Beach, FL 33407 3 15-085 S;ONAL EN�';e.�` WATERFLORIDA A.—0006719844167 6 SHEET P.E. 96i''7GII ST AZURE/DATE 6 4 OF 20 i O•®W *NOTES ON HV LOCKS AND CENTERMATES: A B tc 0 ®•J N N 5 T U 1. MANDATORY CONDITION i1. ONE HV LOCK®or®SHALL BE USED 10 1/2 0F'SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE ORB OW 1 2 OF SHUITER SPAN FOR SPANS UP TO 105",AND FOR INSTALLATIONS AT ANY ELEVATION. FIV LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO®OR 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 _ TYPICAL SHUTTER ELEVATION. L26RM- IF DESIRED. FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV 16 m LOCKS 40 , OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES OR®SHALL BE AS INDICATED ON NOTE(1) ABOVE tiv2" LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. DAB-IIve 3. 2,(VA-LLD ONLY WHEN M.A.^IDATORY CONDITION 41 OR LMITED MANDATORY CONDITION $2 IS USED W/TWO H.V. LOGK51: LOCKING RODS�ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY ° 4 ae ZS a+ 6 oa 5(0 oB®Y °R® BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE LOCKING RODS® OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. MANDATORY CONDITION &2: ONE FIV LOCK®or @ SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN � N IF ° AND INSTALLATIONS AT ANY ELEVATION. FIV LOCK or®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO 2p CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2"LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS AT TOP& BO OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. xoc_ Nvc MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. B i Baa OR 02:: ONE ALTERNATE FN LOCK MAY BE UVAUD ONLY FOR EM SED IN LEU OF FN LOCK or FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE LOCK 1� MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT O �53 >n � OF 1/4'0-20x3/4"S.S.THUMBSCREW TO©1 OR®CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4'ALUM. / 1 da�GCg� HHDDDD-HYD o$� RNNUT AS SHOWN ON SECTION ENE, SHEET 8. ONE LOCK SFW1 BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. ® 6. MANDATORY CONDITION #3 FOR KEYSTONE MOUNTING INSTAL!ATION& ONE HV 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 TO 96",AND FOR INSTALLATIONS AT ANY ELEVATION. FN LOCK®or @ or®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED To®or®SYMMETRICAL CENTERMATES W/(2) 1/4'-20 x 1/2"LONG FLAT HEAD S.S. SEE END M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS®W/ CONNECTION OR Q TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON D F E H I J K L Y P 0 V W X SHEETS to& I8 TYP. FULL a *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT. OF CORNER � Wm 1. SECOND/L_7FTtlaATE TO ASN^"TJKY CONDITION ;1 VALD ONLY FOR HV'f'LOCK� AND CENTERMATES ab AND � OF W OR CENTERMATE �, ONE ALTERNATE HV 'T'LOCK CSS MAY BE INSTALLEDY 18E USTED AN�NS INSIDE OUTSIDE LOCK ATTACHMENT IN5TALLATIFOR ANY,SPAN AND ON AT ANY ELEVATION.AL NATE LOCK OO © O +© OF LOCK®INCLUDES USING REINFORCING LOCKER ,AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE t 0+ 5 3 oa 1 1 a CONNECTED TO CENTERMATES @ AND®W/ 1/4'0-20 x 1 1/2'LONG S.S.THREADED BOLT W/7/8'0 x 3/32' OO+O O O O WINGNUT OR W/ 1/410-20x1' S.S.M.S. INTO A 1/4'0. 5/8'RIVNUT.LOCK MAY BE INSTALLED AT MIDSPAN OR 12" 6 7 7 oa 6 + 7 +t$oR MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS®TOP AND BOTOM IS MANDATORY. ®+®oats•©a1s+�sm�+® *NOTES ON HD LOCK5 & CENTERMATES: 1, : ONE ALTERNATE HD LOCK D MAYBE USED IN LEU OF TYPICAL CD HV BLADE SHUTTER ELEVATION FN LOCKS OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK®TO®IS W/3 18 .3/8'F.H. SS.M.S.,AND INCLUDES N.T.S. REINFORCEMENT INSERT®AS SHOWN ON SECTIONS HDB-HVB AND HDC-HVC,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS®IS COMPLETELY OPnoNAL ORIDA BUILDING CODE( on High Velocity Hurricane one ©2015 EASTERN METAL SUPPLY, INC. P� tm T,,'� LBERTHA HVTM s�.• `jcE ii r aarr►► Accordion Shutter System 1 E v® 1[INC.N c. ■ ■ ■ 1 KV.aADE#1 W/CR W/O KV. WINDD1N BLADE American Shutter Systems IEV.N. DESCRIPTION DATE DRAWN BY: M.L. TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 11-192 4/13/15 DATE 4/13/15 STATE OF 6355 N.W.36M St,51,305,VING6 GNtDENS.DDRGA W16 9_'•. ;�E� 4268 Westroads Drive z % >��R Pnooe:L3os)emtoa��n�o®ol.�omDs)871-tssl West Palm Beach, FL 33407 3 DRAWING No _ 15-085 ` WALTER loa Lnr 914a167E 5 SHEET P.E. SEAtf�1wHAffiRE/DATE 6 5 OF 20 ONCRETE ANCHORS POURED CONCRETE POURED OR'CONCRETE BLOCK POURED CONCRETE (SEE,SCHEDULE ON REQUIRED MACHINEOSCREWS S CONCRETE REQUIRED BEET 13) CONCRETE ANCHORS REQUIRID FDR (SEE SCHEDULE ON W/1/4"-20 CONCRETE ANCHORS 17 18 R S�A cEYsrDNE(SEE NOU"NG®ON SHEET 7) SHEET 13) NUTS ® 12'O.C. (SEE SCHEDULE ON SHEET 13) 1• 1" OR(q d Min. 1/4'0-2Ox3/4'S.S. --- Min. E EO EO MACHINE SCREWS EO EO USING1/4"-20 NU150 12"O.C. OE.D.* .2so'MOz. 13 oa15 _-- 15 .2so• 1 r.250'Mox. Mox. i t i 1 .0.• �\ OPTIONAL i i i �I OPTIONAL 1 1 F 11Ee n mxn I 1 OR 7�� EXIST NG (MIN.SEPARATION TO GLASS I 1 EXISTING FOR r SEE SCHEDULE ON SHEET 11) 19 tD � t -- I i MIN.SEPARATION TO GLASS 1 GLASS i i`(SEE SCHEDULE ON SHEET 11) -_NG �5� f ©HV WALL HEADER INSTALLATION ® HV WALL HEADER INSTALLATION BD HV WALL HEADER INSTALLATION + KEYSTONE MIN.SEPARATION TO GLASS EXISTIN GLASS—i ,�yp� 1 //��''�� i i t t' O EXISTING -(SEE SCHEDULE ON SHEET 11) 1 M aASS(SEE I i I —1 OR ® MIN.SEPARATION TO GLASS GLASS— SCHEME j 11 ON �(Di—(SEE SCHEDULE ON SHEET 11) NS O19RR m I 1ls>a0�® ' OPTIONAL EXISTING t .D.• iv i t i i E RED CONC - ii : - - \ Max. lli ILII I iMpz. oPnoNAL 13 e+ 15 E.D.* _ E EO 13 OR -- 12 OR® -- -- 1/4"0-20x3/4"S.S. Mn_i --- EO PHILLIPS TRUSS HEAD CONCRETE ANCHORS 1/4'0-20x3/4"S.S PHILLIPS MACHINE SCREWS USING TRUSS HEAD MACHINE SCREWS �-% RETE ANCHO R 1$ 1" 1/4•-20 NUTS® 12"O.C. (SEE SCHEDULE ON W/ 1/4'-20 NUTS® 12"O.C. (SEE ITE SCHEDULE ON ET 13) M'^• ORUCONCRETE BLOCK SHEEP 13) POUR NCRETE OR C CRETE BLOCK NCRETE ANCHORS REQUIRED wAL REQUIRED OH WALL S L INSTALLATI (SEE SCHEDULE ON O HV WALL SILL INSTALLATION POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL.INSTALLATION NOTE FOR COMBIN"no�Nga-F�SEG INSTALLATION DETAILS W/ 1- SEE SHEET 4 FOR TYPICTL-SAUfT * E.D.=EDGE DISTANCE 1 -SEE UMRATONS OF USE FOR HV BLADE 2-MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEEP 13) BLADE to ON SHEET 19 10 IN ANY WAY TO SUR ANY INSTALLATION. L1111L1rrr FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone \```���R. •�IC/ 7ji ©2015 EASTERN METAL SUPPLY, INC. �,P.• HERTHA HVTM 1 L E C 0 .N�. A■,S■vS■A■ Accordion Shutter System *: •' _ w.v.MADE#1 w/CR w/o H.v vllrao,+l MADE fr/,"}�///,�•*� American Shutter Systems EY. M.L.DESCRIPnON DATE DRAWN Br: M. -p L. -/s AI TEO =�` TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4/13/15 DAM- 4/13/15 -�` [355 N.W.361h.SL,Ste.3D5,VIR M GNRDEIS,FLORM 3316 4268 Wtads Drive z Pha^e:(305)871-1530.Fax:(3esro 05)871-1531 DRAWING No ��% �'-•• �nl",.•'•���.� ,- .0.OR..00Dol.00m West Palm Beach, FL 33407 3 " B-0TJ7'J15— 085 'o, ZONALE�_,," WALTERALIT ,P.E. FLORIDA u..g 44 67 s SHEET P.E. SL'f « ATURE/DATE 6 6 OF 20 POURED CONCRETE AN 1 -RL 3PARAION 1 OR ®� i 1 i uwTs u N 1 7 CONCRETE (SEE SCHEDULE ON SHEET 13) , 3a OLASSULE N(SEE EtT i ISTING , ISM SGHFDUIE a.- 5x I REQUIRED EDGE OF 17 FUR BLADE mNA , GLASSY Eoa—Ar—t SHEET it) D. APPLICABLE ENISONG� 11VDFSmh® ., I 9 GLA55 \ vrtlrr tt) \ ,,, i i I, ALTERNATE T i l i i i i „ IXIS11N ' ANCHOR ✓ LOCATION X10%3/4"HEX WASHER HEAD I I t EDGE OF 1 1 oR (3 OR 15 _ 3/e•Nin. TEK SCREWS® 12"O.C. i 8 SLAB IF 3/8 uln. CONCRETE ANCHORS APPLICABLE 7 (SEE SCHEDULE ON SHEET 13) E i1 IN EDGE OF EXISTINGi I, SLAB IF v. GLASS- EDGE�F I I /1�2 EDGE OF APPLICABLE un�oRrmal APPUC?BLE -E.Q. O. APPSLALICABLE IF »_I POURED FLAT HEAD CONCRETE ANCHORS mGASS(� CONCRETE D' CONCRETE (SEE SCHEDULE ON SHEET 14) s>aIDt.1t a SIM I REQUIRED -( C Era aNrrE®� POURED II REQUIRED OAT HEAD CONCRETE ANCHORS OR 5iw 19 Trn --TOR ® CONCRETE p»tel (SEE SCHEDULE ON SHEET 14) '(D&p REQUIRED D. I1 .TRENCH INSTALLATION VALID ONLY FOR UP TO +70, -75 PSF A.S.D. ® HV FLOOR INSTALLATION t THY WALK—OVER INSTALLATION SCHEDULE ULE 3,URE RATIET NG&FOR SPANS PER 00 BY CEILING INSTALLATION EXISTING J ApNTro aAs'inpN CONCRETE ANCHORS I---- O 1/4.0 IM BUHLIX TAPCCYN W/ O �. � , I SHEET 15EDULE ON A(A%N=7H EADFCRI On sEa[F tq m awss IXISDNG 1EC7410L0(.1'OR 1/ae PTAt76 EXISTING FASTENERS TARFR+ANCHOS W/ MAX, EXISTING - r,a snuutcx m ws I i GLASS I GLASS -'iI�s Gjm aN sNm t0 1 11I em.gPiRnnoN m t 1 3/4'Mea EMSE N M o 6• t I t'I Tit I l(5tE sOnllutE W t I) I O.C.FLAt UP TO b'-0•SPIN AND C 0.G FOR SAWS LARGER THAN Ili I.t 1 4" I 11, �1 1 6'ZZ 'VP Ta 6'-D'NAC P'j I 11 II iIt�MAX. ATTR �(EW(SEE NOTE IT AEET 11 _ 1/2' » I I @10%3/4'HIXYE_- . �UNRAEN)I oR 15 ' i S BwrsHER HEADwNc sFAAxr-�ti� NUI, iE TER SCREWS �I ® 12'O.C. 8 , ,, 'p� ., :ri i14%3/4" HEX HEAD 1 1 8" ", /,7, 1 t ,, G:} '0 s 1/4'0-20,3/4'SS NS i TIX SCREWS®9'O.C. I I - --- $14%3/4"S.D.S. i USING 1/a'o-20 Nurs CONCRETE ANCHORS _ _ 6 +O 3/a3 - --- '' '• .:,• 7, o t2"O.G OR 1/4"0-20 S.S. M.S. i 1 ®9"O.C. -- - Max. W/NUT O 9"O.C. (SEE SCHEDULE ON 1 ,.u, Ep(ISONO NON 51RUCNRAL j SHEET 14) :7 --- _____ 17 OR 16 1/2" 1" 17 R18 •1••,2.0�"DtJIN.l- �LL TRW(DECORATIVE EDGE OF { SLAB IF J14x3/4"F.H.S.D.S. MIN:'.' E_POURED CO til _ ®9"O.C. 1 7/8 1 7/8 APPLIC.48LE CONCRETE ANCHORS SEE NOTE 13(b) - °UMC .D POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 SEE NOTE 13(b) OR CONCRETE BLOCK SHEEP 14) POURED CONCRETE ON SHEEP 1 D. OR CONCRETE BLOCK REQUIRED REQUIRED ®KEYSTONE MOUNTING INSTALLATION PAN 8'-0" S OPTIONAL POURED O MA%61UH SINTER SPAHV WALL FLOOR INSTALLATION © HV WALL WALK—OVER INSTALLATION MAIONUM ASD. PRE§URE.464.-72 tut CONCRETE REOUIRED �J HV RAINGUARD INSTALLATION t x0g IS INSTALLATION SHALL BE NOTE FOR COMBINATION OF SECTIONS: » t REMOVABLE WHEN PERFORMED E.D.=EDGE DISTANCE ADJACENT TO AN OPERABLE EXIT SEE LIMITATIONS OF USE FOR 1-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) OR ENTRANCE BLADE 1A ON SHEET 19 INSTALLATION DETAILS WZ T HV B LA D E ASSEMBLY 2- MOUNRNAY TO SUR ANT'INSTALLATION. SECTIONS CAN DE COMBINED ANY WFLORIDA BUILDING CODE(Non High Velocity Hurricane Zone IN ©2015 EASTERN METAL SUPPLY, INC. °QR A. -fit ...E , BERTHSHVTIM \\CENordion Shutter S ystem�E:C ®® Acc' 17 ■ ■ ■ ■ H.V. R-ADE#t w/OR w/0 RV WNIDOW Bum American Shutter Systems ,v H DESCRIPTION DATE DRAWN BY: M.L ENGINEERING o'• 31ATE OF :��` TILLIT TESTING & COMPANY Association, Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 GTSS N.W.3filh.5!,Ste.30.5.mmNA OWENS,FLORIDA 33161 4268Westroods Drive z Phone:(305)871-1530.Fa%:(305)871RAWING No ,c'• R .•'� BI1e�0000t.wm West Palm Beach, FL 33407 3 -11: ES-0006719 5-085 %.��CCS`S•.. ..���\���`` 4 ''1/ / NAL• 1L\�\ WALTER A TILLIT Jr.P.E. P.E. SLt)f SI1u'NA�URE/DATE FLORIDA LI`'111 Mf167 S SHEET 6 E OF 20 SEE END WALL CTION QISHEETS 10 IS SEE NOTES ON LOCKING RODS 3®.HV LOCKS tb or(D 1. oUT BT IN r INSTALLATIONS W/ 1 HV ,,*�E SLACK Dt7NLLOCK HVF IISVAUD FON OR ALL i/ IXISTING GLASS o BLADE W HV CENTERMATES DENTER.S APPDGATIDN WITH DLADEo OR23' SEE END WALL CONNECTION EXISTING GLASS DETAILS ON SHEETS 10 & 18 ©rO+t700.©+0+ 18 OR 2•x2'z1/8•x0'-2' 1 I ®+O0R O+0oR 19+O$ —————————t 3 1/4' 7' 6 1/2• 7' (G063-T6 ALLOY)ALUM. OPPOSING SYMMETRYCAL ANGLE W/(2) 1/4.0 TAPCON 1/2• a @+@ ANCHORS TO CONCRETE I- CENTERMATES CENTERMATES MIN.SEPARATION Crop/60TTOM)& 810x3/4'S.M.S.® 12- (c)81Dx1/2'S.M.S.ro TueE i D.C.Tuu LENCHr. W/ HV LOCK 4 or oSJ Wf HV LOCK or To Goss AT EACH ANGLE(TYP) N * * 3 * 3 (ON SESCHEDULE1 5 ® a 35 IN n. * - 1 5 0 90. 5 1 + °^ 1/ ,• . 1/2 I.7•A w 2• O -1 1 Lutlr' ICY ��®°°©•��®�lo+0� a OUT ® � HVQ HVA HVB ©°R®°R©+OO 01®°0.10'®°P SS POURED E BLOCK WOR ALL O+�I l0+QO1©+Om©+0 — rIXISHNG GI15S REOUCONCRED BLOCK WALL EXISHNc 5«®° A(IZRIOR) SYMMETRICAL IN 6 '�'©"�'0'®" F/CLJSS * MIN.SEPARATION +® EXIISSSTI 1 CENTERMATES* 6 ©+®ORQ+®°"®'�°° (SEETo cAss 5 W/ HV LOCK .66 OPTIONN ON SHEET 1EBU1)Ir00. * (INTERIOR) ®+0°0.O+�°fl 19+�$MIN.SEPARATION TO GLASS(SEE SCHEDULE I ON SHEET 11) } _ _—_____—_—_ _—_—_—_ —_---_--_- I - - F OUT _ 1 CONCRETE IL— 1 PNCHORS t6 o.c. - - 3 2 « ® OUT 6 1/2'M4X.SLACK OUT 5 (EXTERIOR) HVE HVF** HVD FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone %%101IIIIH7/I// ©2015 EASTERN METAL SUPPLY, INC. TIL(iT�,,, BERTHA HVTM Q EN Accordion Shutter System L C® �:N-A ■ ■ ■ ■ FLv�nAOE 1 w/alt w/o H v WiN7QW BLADE fT1 American Shutter Systems 7EV.lk DESCRWTION DATE DRAWN BY: M.L. TILLIT TESTING do ENGINEERING COMPANY Association, Inc. t OLD 11-192 4/13/15 DATE: 4/13/15 o'• STATE OF ¢ 6355 N.W.3616.SL,Ste.X.V NIA CAROMS,R_DRIM 3316 4268 Westroads Drive 2 +'gyp-T Phone (305)871-1530.Fax:(305)871-1531 DRAWING No O "Zoo p• .C,�4``� e-mail:uo�s�a9.°°n, West Palm Beach, FL 33407 3 15-085 EB-��i FS'• ........ •�G� WALTER A TILLR Jr.P.E 4 xxxJ/ S/0 ��`/ FLORIDA LTO.p 44167 5 SHEET P.E. SIJ 1 `4i AWE DATE 6 8 OF 20 L ALTERNATE INSTALLATION W HV "T" LOCK aL HV MALE FEMALE "T" LOCKS CENTERMATES 8 9 & LOCKERS W 1 HV BLADE SEE END COHN CnON DETA!IS ON SHEErS 10 h 18 INSTALLATION C17 HV BLADE ' �"oUT MADE 0SUCK DETAIL FSE.INDICATED ON SHEEr WZ HD CENTERMATE��� � AS WELL AS UNN ERSANL FLOATING BADE CD DUAL HDD-. ©m�m�•Ocabaa 10+©t" INOIGITEO ON THIS SHEET.MAY BE USED WITH 71116 ALTER i D•�5 +�3 oa I©.®m INSTALLATION„DETAIL WG,SHOWN IN TI-RS SHEET. SEF END WALL CONNECTION DETAW ON SHEETS 10 do 18 i o•6?64-6.6- (60&S-T6 N10'()ALUM. ! AA� 35 3S AN.W/(2) TO O NCREVE axHW6 TO t%%ECREIE � 9� (DPifONM.) +�. (071fONA0 (4)jl4aij2(TsOFi+s/80mhTs)e I {1a.3le suae 1z-------------------_'------------------ AT fiNN ANC1E"..) I 0.C.fT7tt tFNGNT. O* IN (4)H.v. 1N (a)N.0 3 NiN gP,WAtic, •� G 3 30 HT/ T" PINS(IYP.) 5 . 5 . PINS(tTP.) 5 5 (LEE soRUuiE J LOCK (INSIDE) 1 CN SHDS 1) ------------ -- — — — --- rj 1 28 29 T T 1 1ft. 3 5 5 OUT &R 3g 3i ors 32 31 aR3 3T oR�2 * 35 $c 2 1/4" 0-20 x 1 1/2" S.S.M.S. `i 35 (ovnONAL} . (o SEE NOTE 6 FOR FIV LOCK(sy1, W/ 7/8"0 x 3/32" WINGNUTmwt)HDB—HVB OUT HDC—HVL r Loac,ox sHEi r s. (O 30 HV "T" LOCK (OUTSIDE) 26 SYMMETRICAL HD CENTERMATES SYMMETRICAL HD CENTERMATES _ ((,� W/a* LOCK (EXTERIOR) VT's aLOCK (INTERIOR) 'I'SERIES 9444 ALUMUAN •�{.�I V`+* 2D2a-T3 SERTT. ARTLARI FLANGE TNW m®m 6( .�7 m$ 10•�a SHEET NFACTUR PMT{0020. to`���`��•©� AS NPNUFACNITFII Y.AVOEHof JERSEY 07054IDTOO.PARSIPPIXY.NEW JERSEY moss OR EDDAL. O *SEE NVIFS ON LOC"Na..Q&no u—UN SMELT s W.Vmv-BOATING G AOEO Da-N00-iNO 5 V—EOR ATL EFlGENDATES AM-TO.—BVDEO HDD—HVD** FLOATING STACK, DIF FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane "C 2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM 1!L. E C O I N �. ■ .�■ Accordion Shutter System KV. #1 WJ Of?W10 H.V.'WMADE ADE American Shutter Systems EV-Nc DESCRIPTION DATE DRAWN B'. N.E. -4: TICCIT TESTING do ENGINEERING COMPANY +^ 9•- TATE OF Association, Inc. T OLD 11-142 4/13/15 DATE 4/13/15 8395 N.W.3%.Sl.St,30S,VIRONA GAWIENS,FLORDA 3310 •,E..• Phone:(305)871-15M.F..:(305)871-1531 4268 Westroads Drive 2 DRAWING No %��SaS.......•.''G\`,.` e-mm'i:ur,�aawRl.rom West Palm Beach, FL 33407 3 /ONAO: �``� WALTER koTT'-L"'Jr-P.E 4 15-085 117p 11 l I ATU FLORIDA U.. {44167 5 SHEET P.E. SEI�tf9I'NATURE/DATE 6 9 OF 20 POURED CONCRETE POURED CONCRETE POURED CONCRETE POURED CONCRETE OR OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL OR CONCRETE BLOCK WALL REQUIRED BLOCK WALL REQUIRED REQUIRED BLOCK WALL REQUIRED EXISTING GLASS EXISTING GLASS CONCRETE ANCHOR -(7 2'MIN EXISTING GLASS EXISTING GLASS _ ® 16O.C. —T—-� MIN.SEPN>ATION T- r ) 2'MIN. 1 TO GASS(SEE i T I MIN.SEPARATION SCHEDULE ON SHEET TO GLASS MIN.SERARAnON t 1 MN.SEPAPA11CN EO EQ SEE TO GLASS(SEE II FOR BLADE SCHEDULE ON(SHEET I SCHEDULE ONSEE 70 GLASS SHEET i SCHEDULE ON SHEET 1/16'x3•MAX. ON SHEET 19 FOR 11 FOR BLADE(RAND OANO 11 FDR BLADE DANO (6063-T6)CONT. BIADIES�&Q9�) ON SHEET 19 FOR 1/2" ION SHEFORET FOR (LOCATE AT Ctl SHEET 19 FOR ALUM. CLOSER BLADES O&d/ T BLADES i&0 EITHER SIDE) ftlDES &® PLATE. (LOCATE 1/2" OF 5O) AT EITHER SIDE MINIf Ij 2 IN. OF(D) I 4-USE 1"OR 2"MAX.10x1/2"S.M.S. I ______/ (AS APPUCABLE)x2°x1/8"x0•-2" _____ 10x1/2'S.M.S. _____ l/2 Q.C. ALUMINUM CUP ANGLE ® i6'O.C. ----- 4 (6063-T6 ALLOY)AT MIDHEIGHT 4. \ / / (2)1/4'0 TAPCONS ANCHORS TO 5 SEE DETAIL X FOgJ .1 OR ®• EITHER WALL A SIDE 0•F(I(LOCATE A7 SIDE CONNECTION OR ®� SEE DETAILON X FOR ) OR TO TRACKS SEE DETAIL X FO t� SIDE CONNECTION -0-(9)- w® 0•0^1 w®w©•O7 w© 10•®w 0w0w 6 0-C8 10.04 TO TRACKS w 6 7^^8 w 0+©^^ 10• SIDE CONNECTION ®m©•�©•©w ©w Q ®"'©•Ow©•®`^ TO TRACKS f0• 10•®w©.®w©.®w 10•®'•©-®w©•®w ©•O+©w©'O•®O1 67O•©w©-( •®w - ® ©•O7 •®w ©.Oj •©w©•7Q•®w ®.®a1®•®w®.®m ©.®wl©•®w®•®w ®• w®9•,Ow •0°'l`.5''» O8•®°"®'0"`1®•05 w\.7'® END CONNECTION DETAIL END CONNECTION DETAIL(g) END CONNECTION DETAIL n3 END CONNECTION DETAIL 4.REQUIRED ONLY FOR SPANS GREATER THAN 17-0' POURED CONCRETE OR EXISTING CUSS CONCRETE BLOCK WALL GLASSC 4 REQUIRED MIN.SEPARATION ,$1 1/2"S.M. TO GTA65(SEE ® 16" .C. MIN.SFPNIATION y L—_____ E OR®OR�OR 11FDR BLADE(E)AND CONCRETE 1/2^MIN. SCHEDULEEDULE ON SHEETroEOON( r _----------_ ----_--- ---- 11 qJ SHEEP 19 FOR ANCHOR 0 11 FOR BLADE SAND ______ _______ OR 3 OR 9OR) CONCRETE BLADES 12'O.C. ( 5 ON SHEET 19 BLADES Q& 4 ____ _ OR(p ANCHOR EO 16' .01/2'MIN. 4 O . _� `-- --- _1/2-MIN. _ ---- EO 6 OR®OR�OR 2"MIN. 2'MIN. + SEE LIMITATIONS OF USE FOR VIEW Y BLADE ION SHEET 19 @OR13OR(qOR(0OR@ 5 1 OR ®' PLAN DETAIL X POURED CONCRETE OR ©�®w©•Ow©wiD-®w ,D.®wO.Owp.©w END INSTALLATION CONCRETE BLOCK WALL ©•O•©w©•O`®w (11 HV BLADE OR HV WINDOW BLADE INTO REQUIRED 9 ©O ©w©O ®w ® ®w® ©w® ©w CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 5Q QB'®-@'O-&@-" END CONNECTION DETAIL© FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone A.r��t/l�' ©2015 E/S1ERN METAL SVPPLY,INC. \GENS 9 BERTHA HVTM ,�- - - Accordion Shutter System f 1 L E C A N . . KV.aADE#1 W/OR W/o KV. IMMOW MADE ' _ American Shutter Systems EV.N DESCRIPTION DATE DRAWN BY: M.L TILLIT TESTING do ENGINEERING COMPANY STATE OF ¢= 6355 N.W.36th.SI.,St..305,VIRGINN GARDENS.DDRmA 3316 Association, Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 9 Phan.:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No F•••. ORIS •� .-TTwI1:tilt...®..I...m West Palm Beach, FL 33407 3 ''�........... ``� WALTER —A.OW6719LUT P.E 4 15-085 P.E. A `'CI}�;Its )0 6RE/DATE FLORIDA Ix g 44167 6 SH 10 OF 20 SCHEDU F #E1 SCHEDULE2 SCHEDULE #3 MAXIMUM SHUTTER SPAN" "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" MAXIMUM SHUTTER. SPAN*"L+" -- (ft.}. FOR INSTALLATIONS WJ C OR -L ft.} FOR irk aTiO .Nn CENT RMATES, &® or or ( R "L-- (ft.} INSTALLATIONS INSTALLATIONS W/ 0^IN W SYMMETRI.aI NT RM CONCRETE & W/ ONE H.V. LOCK . or @ or or MANSORY WOOD (1)L+:MAXIMUM ALLOWABLE SPAN FOR A GIVEN HD LOCK ®W/ NO LOCKING RODS or ONE HV LOCK or®or & WJ ONE HV LOCKS POSITIVEA.S.D. DESIGN PRESSURE RATING, CENTERMATES & W/ ONE HV "T" W/ NO LOCKING RODS OR WJ NO LOCKING WALL A, 8, C. D, E. M. N. Q, pQ AS.O.DESIGN PRESSURE RATING.L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE LOCK® W/TWO LOCKING RODS ® 70P & (SEE NOTES 1',tY) ODS MOUNTING F, K & L R. S, & V, BOTTOM SEE NOTES t,t-i" (VALID FOR MOUNTING @)SHEET 7) (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR CONCRETE do WOOD FLOOR/CE1LJNG G. H, 1, 11, J T. U. W & X WALL MOUNTINGS{TOP/BOTTOM}OR FLOOR/GELLING: UA)QMCONCRETE&WOOD INSTALLATIONS CONCRETE MOUNTING M A.U.U.DEi AS 0,� .IN i TIONS A.S.D. S.D.DEE N INSTALLATIONS & A .U. GIVEN A POSITIVE A.S.D.DESIGN PRESSURE RATING, PRESSURE WALL MOUNTING FLOOR/CEIUNG PIIESAIRE WALL IAOUNRNG PRESSURE C-0 MOUNTING RuwG k RATING FLOOR/CEILING MOUNTING DETERMINE MAXIMUM SPAN 'L+" FROM SCHEDULE. (P's 1') {P`rJ FLOOR/COUNG MOUNTING (p.m.) OR GWEN A NEGATIVE A.S.O.DESIGN PRESSURE RATING, (+OR-) (+aR-) (+OR-) n.00R ALL MOUNTING rrtt DETERMINE MAXIMUM SPAN 'L FROM SCHEDULE. L 4 (ft) L-(II) -1-+ (II) L-(ft) L+ (9) L-(R) L+ (4) 1 L-(0) L.A MAXIMUM SHUTTER SPAN -L+"OR "L--FOR 30 OR LES 413'-10 16'-0- 16'-0" 16'-0" 30 16'-0' 16'-0- 30 i6'-0' 16•-0' INSTALLATIONS INTO WOOD SHALL BE LIMITED TTo FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL.TO THE 35 74'-10" 15'-2" t6'-0" A70 74'-70' 14-i D' 35 75'-2 6'-70' ,OS psf.AS.D. DESIGN PRESSURE RAT NG. MINIMUM DETERMINED SPAN BETWEEN Z+"AND 'L 40 13'-10" 14'-2" 15'-2" 13'-10' f3'-10" 40 14'-2- 15'-2" _._- (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 73'-' 13'-A' 14'-3' i3'-t' 13'-t" 45 13'-4" 14' 3" t KV CORNER CENTERMATE#3 MAY BE USED AT All, COMBINATIONS IN BETWEEN WALL MOUNTINGS 5 12'-5- 12'-8' 13'-7" 12'-5" 12'-5" SO 12'-3` 13'-1" MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS Wt FLOOR/CEILING MOUNTINGS: 55 -10' I2'-t' 12-17- 60 2'-tY tt'-10' 55 11'-1" ti'-it' SHALL BE AS INDICATED ON MANDATORY CONDITION it2 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 6D 11'-4- 11'-4' 11'-T 12'-4" 11'-4" 11•-4' 60 10'-2" 10'-11• NOTE#S,SHEET 5. RATING: 65 10'-t0' 10--i0' ti'-1" ii'-11" 10'-10' 10'-70` 65 9'-5" 10'-1" DETERMINE:. 70 f0'-5' 10'-6' 10'-9- 11'-5` t0'-6' 10'-6- 70 8'-9" 9-4' - -•--- L1+-MAX. SPAN FOR WALL MOUNTING INSTALLATIONS, L2+-MAX. SPAN FOR FLOOR/CEILING MOUNTING 75 IO'-i' t0'-1' 10'-4" ,1'-1 75 10'-1' 10'-1' 75 - 8'-9' tt EXCEPT THAT MAXIMUM SHUTTER SPAN-L+-OR INSTALLATIONS. 80 9'-10' 9'-i0- f0'-0' 10'-9' 80 4'-10' 9'-10` 7.-'AND MAXIMUM A.S.O.DESING PRESSURE RATING FOR FOR A GIVEN NEGATIVE AS.D.DESIGN PRESSURE 85 W-6- 9'-6" 9'-9' 10'-5" 85 9'-6' 9'-6' INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING: 90 9'-3" 9'-3' 10'-1` 90 9'-3' 9'-3- SHALL BE LIMITED AS FOLLOWS: DETERMINE: 95 8'-9' 9'-2' W-t0' 95 9'-0" 8'-9' 1- CONNECTIONS TO KEYSTONE MOUNTING L7-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 100 8'-9' 8'-4' 9'-0" 9'-7' LIMITED TO +64,-72 p.s.f. AND B'-0' SPAN, SEE 100 8'-9" 8'-4' L2-7 MAX.SPAN FOR BOOR/CEILING MOUNTING MOUNTING&ON SHEET 7. INSTALLATIONS. 105 8'-7' 7'-11' 8'-9` 9'-4' 105 8'-T 110 W-4- 7-7- 8'-7 9'-2- 110 8'-4' 7'-Y FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 8'-2' T-3" 8'-4" 8'-11' 1158'-2' 1 7'-3' MINIMUM BETWEEN '1.r+-, "12+', 'Lt AND 'L2•• 120 W':o- 5'-n' a-z' W-9- 120 5'-0- 6•-11 SEFARATlON TO GLASS SCHEDULE 125 7'-10' 1 6'-B" 8'-0" 8'-5' :1'5 7•-10" W-8" (4)GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 130 7'-8- 6'-5- 7'-10' 8'-t` _ _ •�-- ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 135 T-T 6'-2' T-9" T-9" �•-�' s•-r WIND ZONE MINIMUMA SPACING. RATING 50 DETERMINE MAXIMUM ANCHOR 140 7-5 V-11' 7'-7" 7-6" 7'-5' s'-„' ASTM E-1996 SEPARKnON 14S 7'-3' S'-9' 7'-5” 7'-3" 7'-3' S'-9' TO GLASS 150 7'-2- 5'-7- 7'-4' 7'-0- 7'-2- 5'-7" 155 7'-0' 5'-5' 7'-2" 6'-9" 7'-0` 5'-5"61 THR�t J� )" 160 '-i i' 5'-2- T-1" 6'-7" 160 6'-11• 5'-2' 165 6'-10' 5'-i' 7'-0- 6'-4' 165 V-10- 5'-1- 1' 6'-11` W_2" 170 6-9" 4-11- 175 6'-7' 4'-9' 6'-9` 6'-0 175 6'-7- 4'-9' 180 6'-5' 4'-8- 6'-8" 5'_10' ,Bq 5'_5" 4'_B" � N V BLADE 185 6'-5' 4'-6" 6'-7' 5'-8" 185 6'-5" 190 6'-4- 4'-5" 6'-6" 5'-6- 190 6'-4- 4'-5' 195 6'-3" 4'-3` e•-5' S'-5` 195 5'-3" 4`-3' 200 6'-2' 4'-2' 6'-4" S•-3" 200 4'-2- zos 6'-1' 4'-i' 6'-3' S'-Y 205 6'-1' 4'-i' FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 11101111111 Ut11))prr+ ©2015 EASTERN METAL SUPPLY, INC. A. Tlt�t�,,.-. .�.��.. !'�. a�■lam■ BERTHA H1ITM ? 1 0 IFNC. Accordion Shutter System "'. RV.BLADE J#1 W/Oil W/O H.V. WINDOW MADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems E.V_N OESCRf ION DATE DRAWN 5r Mgxy L.O n = r=N.W.3M.SL,Ste.3n5,NRGWM GV OOHS,RLGROA 3316t, Association, Inc. 7 OLD 11-192 4/13/15 OATS 4/13/15 iSIAIEUPnono:(305)571-1630.Fax:(305)871-1531 4268 Westroods Drive 2 -moa:clte�aeool.�oR1 DRAWING No c ®-alofins West Palm Beacfi, FL 33407 3 WALTER A TiLLR Jr.P.E, 4 15-085 .ffa1� 1 E/DATE FLORIDA Uc.8 44167 s SHEET rr 6 11 OF 20 � , .,,. , rilr, :C• it •�. i I .a• • •• 1 m�mmm�� ' �m!G7mm����Ommm���mmm ���F3�m��3]®m���m�m®m��� •• mmm000vomimmomovommmvvvomm�imm000vmmm�omoonomummmno mmmmOODoO®W00000m®mmomoom®m0Oo0mm® Om000�OOOMM� , m®mm�o�ommmmOnmuummo000o ®moO®O�mmomOOO��OOoOm© mm0000Ammmoo Moo mmmoomvommMMM nPo o m oomm000v00000nono® �mKamoommo�mmvonv®M®moonv� mmonvopp�mmoOO�OmmO oom" ®mmmn000®mOnnO®umm0oo00�mm�o0�M ®MDO®o0O OOO®®� mmmoom©o mm�ra000®e mmmoono v mmm®0000 mm�r�,mm©oo mmmmmm®o mm®mommo m®mEamnmommmvoovommmom oo m.�ammmo mmmmmmmm ®mEsm000mmmomnoommmommm®mmmommoommmv®000�mmmmmmmo mmmom©oom®moonoommmomno®mmmo©000mmmonmo mmmmmmmo mmmom000m®moom©om®momvvommomv000mmmm®oaommmmmmmo 0MMMM=OO MEN toammm0000O0®OODaaoMMMm"MaOmmmmmmmm mmmom�oommmvooaommmonovommmv0000mmm®00000mmm000e m®mo®©oom®� mommoommmom000mmv0000 ®mo®®000mmommmoo mmmm m®mmm000®mmomr,�oommmvm000mimm0000m�mmoo©oommmmmmoo .- ' ©000mmmou000mmmom®oomm ©0000mmmvoaoommmo®oo mmmo©avommmv0000mmmon000a�mmeaaoo mm®m000mmmmmmoo �mmmt�m000mmmv®000mmmom000mm000000®m• pp©0000mmmm0000 0®m000v0 mmomovommmv®000 m0O v0 Map mm0U®DODp mm00000ea�®mvooaommmv0000m�m©oe�oo�mmmaa00 onmm®OUIS „ mmm©m000mmmomHIM omovommv00000MMM mm0000moonmmo MO�DOaOom®00©o0O m®000o0am�0aaa000�0®oaoo m®moo mmv®Aovo mmo©aoommmooeaaomm0000r�omm®oaa000mm®m©oao ®m®v00000mmm00000mmm0000amm000000mm©00000mmmom000 mmvoaoeom®m000aoaa®maaooamm©000aommm00000mmmmmomo • mm0000aeammmaooaommm000aoamoaaaoammmaa000mmm©mmoo mmm00000mmmoovoommm00000mmoov000mm00000amoo®mono �mmm00000m®m000000mm000vomoaooavomom000v000mmm000 mm®00000mmmooaoommm00000amooaoaa moa000 m mmm© mm©oa000m®oaoaaommma0000mm000000mm000000mmPm�0000 mm©OOOaO mmmaoaoo mmm00000 mm00000e�®mmv0000mmomm000 O , � • . O � � 00000C•oO�®aOOoaaO®aooOoa O�0000000�00000o m��®mOOO m®000aoom®0000aam®aaa000m®oaaaoom®00000000mmmmoo - � �• � mm000aoa0®000000mm0000aom®000000mm00000 omm®ooa � mm000aoomm00000emma00000�v000000mm000000mm®moeoe mmavoaaam®a00000m®oa0000v©000aoaom000moommmmoo0o • • ®mooaaoom®oa00000m00000 m000m0000m®000 oonmmm®moo mvaoaaaam®a00000 m000000�mo oaoom®000000n®mm0000 m®000aooa®000000mm00000B�©avoaoomm00000ammm00000 MUMmmma000000moaa0000maa00000 000000a®0000000®m®m0000 m 0000aomaa00000�00000a000M000000m0000000m0000000aaooamo®000ma0000aomooaooaamaaa0000ma000000mmmmoeoo �0000aoaomoaaooa00000aooavos0000aola0000Qoo®®00000 mmov0000mov0000ENvv000oomolEom000m0000vovoo®00000 ;•i. ; ; �i maov0000 m000000 - o r ar.-•• •. k � � 1 1 I " 11 1 . t 1 0== • . MAXIMUM ANCHOR* SPACING � SCHEDULE FOR A GNEN MAX H�_Lr!:TERR SPAN. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A.S.D. DESIGN h GAME PREtSIIR RATING AND A CeRRES°OhDING MOUNTING TYPE FOR CONCRETE OR CONCRFTF DIM RVI I ATIONS 1 ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: (SFE MOUNTINGS E,G.&H ON SHEETS 6&7) POURED COHCREIF/00MCME BLOCK POURED CONCRETE (A) TO EXISTING POURED CONCRETE(Min.f'c-3 ksi) WY1uUM E WALL SILL MOUNTING G DCEILING MOUNTING H OFLOOR MOUNTING - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDIX.(Min.f'c=3 ksi) O WAN 5EA QIN. IFGENQ - 1/4"0 x 3/4"ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY COMPANY.(Min.V.=3 ksi) (T) ISD.OFSIOH REGIgrE PR6S911E PADNG W SD.OmGN NEGRNE PrESS110E RATING(PA) 6D.DESIGN tKG47NE PRES�SLR£RAtWG - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC.(Min. FG=2 ksi) 30 40 60 75 9D 720 160 205 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 20.5 TAPCON OR _ 7/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASf1NERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY TAPCON WITH ADVPNCF_0 COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WIN THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 12 10 9 8 B 6 5.5 14 12 iO 9 8 8 6 6 l4 12 10 9 B e 6 6 THREADFORM TECHNOLOGY (Min.f'c=3 ksi) 3'-0' 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 t0 9 B 8 6 6 ALL POINTS SOLID-SET OR LESS t4 12 10 '9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 B 8 6 5 BLUE TAP'W/CAP NOTES: 14 12 10 9 B e B 7 ib 12 10 9 8 8 6 6 14 12 15 9 B e 6 6 A1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 12 10 9 B 7 55 3.5 14 12 tD, 9 8 B 4L_ 6 to t2 10 9 8 B 6 5 TAPPER+ ANCHORS IS 1 3/4",AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2". 4'-0" 14 12 10 9 B 8 6 6 14 12 10 9 8 B 6 6 14 12 10 9 8 8 6 55 14 12 t0 9 8 8 6 4 to 12 10 9 8 8 6 45 14 12 10 9 8 6 4 JS A2) MINIMUM EMBEDMENT OF 1/4.0 x 3/4"ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8"INTO THE POURED CONCRETE.NO•EMBFDMENT t4 12 1D 9 8 8 6 4.5 74 t2 to 9 B 8 6 5S 14 12 10 9 e 8 6 45 INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO EXIST,AND 14 12 10 9 75 5.5 3.5 - 14 12 10 9 8 8 6 5 14 12 10 9 e 7 S.S.4 *SEE UN�A00N5 OP USE FOR 1'MINIMUM FOR WALLS WITH NO STUCCO. 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 54 14 12 10 9 8 8 6 45 GRADE lA ON SHEET 19 5'-0� 14 12 10 9 8 7 4 - t4 12 ,0 9 8 6.5 5 S5 t4 12 10 a 65 5 3S 3 A3)IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE DDSTING WALL OR FLOOR, 74 72 10 9 8 75 4.5 - to 12 la 9 8 e 6 4.5 t{ 72 10 9 e 6 4.5 .75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 1a 72 9S 7S 6.5 a.5 - - 14 12 t0 9 e 75 55 4 14 12 10 9 e 6 a5 J.5 NOTES A7)&A2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR t4 I2 70 9 8 8 6 - 14 12 1D 9 8 8 6 5 14 72 10 9 B 6.5 '5 3.5 INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 6'-0" 14 12 10 9 75 55 3 - 14 12 10 8.5 7 5.5 4 3 14 12 8 6.5 5S 4 3 - 1{ 12 to 9 8 6 - - 14 12 t0 9 e 65 5 .75 14 12 10 85 8 5 4 - (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 14 12 8 6.5 5S 3 - - 14 12 10 9 8 6.5 45 JS 14 12 10 . 7 5 4 3 - 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX. 14 12 10 . 8 B - - 14 12 1D 9 8 7 5 4 14 12 '10 9 75 SS 4 3 - 1/4"0 x-3/4"ALL POINTS SOUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. 7-0" 14 12 10 8 6S 4 - - ib 12 9 7S 6 4S J.5 - 14 10.5 7 5.5 d.5 3.5 - - - 1/4"0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENF3TS DIRECT,INC_ 14 12 10 B.5 . 4 - 14 72 10 9 75 55 4 - 14 0 9 7 7.5 45 - - - 1/4"0 TAPPER+ANCHORS IS MANUFACTURED BY POWERS FASTENERS,INC..AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED Wflii THE AMF121C1W SHUTTER SYSTEMS ASSOCIATION.INC. 14 11 7 5.5 45 - 14 12 10 9 7.5 55 4 14 12 9 7 6 4S 3 - $.-O. 14 12 10 9 8 &5 - - 14 12 10 9 8 6 4 - 14 12 10 8 6.5 5 3.5 - NOTES: 74 12 Bs 7 5.5 3 - - t4 12 8 6.5 55 4 J - 25 95 6 5 4 3 - - B.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON 1a 12 95 75 8 ib t2 9.5 8 65 5 - 14 12 e 6 6.5 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. 13 95 6.5 5 35 - - - 14 12 10 8 6.5 5 - - 14 12 1 6.5 5 4 - - 9.-D. 14 72 10 9 e - 414 12 10 9 75 4.5 - - 14 12 8.5 7 5.5 4 - - B.2) MINIMUM EMBEDMENT OF 1/4"0 x 3/4'ALL POINTS SOUD-SET ANCHORS SHALL BE ENTIREL EMBED INTO THE CONCRETE BLOCK.NO t4 77.5 10 6 4 '77 7 55 5 J5 - - 71 8 5.5 45 3.5 - - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/$0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 12 B 65 8.5 - 12 8.5 7 5.5 4 - t4 toS 7 SS 6 4.5 - - IXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 115&5 5.5 4 - - 12 9 7 6. 4S - - 14 17 7 5.5 45 3.5 - - 14 12 l0 9 7S - 12 10 8'65 5 - - 14 72 e 6 5 4 - - B.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MNN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 705 7 5 3.5 - 9.5 65 5 4 3 - - 10 75 5 4 3 - - - 14 11 75 55 - - 11.5 9 6 5 4 - - 2S 9S 6 5 4 4 - - NOTES B.1)&B.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 0.5 8 5 12 8 &5 SS 4 - 13 10 6S 5 4 3 - - FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 11•-0" to 12 10 - - - 12 9 7 5 4.5 - - 14 105 7 55 4S 35 - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER 25 95 5 9 fi 45 4 3 914 07 - - - 105 7 5.5 45 - - - 1.5 BS SS 4.5 .75 - - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHP FOR ANCHORS. 95 7 4.5 - - - - - 74 tts z5 6 5 - - - 12 9 6 4.5 4 - - - cnrc pISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: 12'-0" 14 12 f0 - - - - - 14 12 8 BS 5.5 - - - 13 ID 6.5 5 4 175&5 4S - i1 8 5.5 4 3.5 - - 8 6 4 3 - - - - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E D.LESS THAN THE INDICATED,REDUCE ANCHOR SPACING 3S 9.5 6 13 95 65 5 4 - 0.5 8 5 4 - - - - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 85 - - 14 10S . 55 4.5 - - 71 85 5S 4.5 35 - - - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT 13E LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. l4 12 - - - - - - ib 17.5 7.5 6 5 - - - 12 9 6 4.5 4 - _ _ FACTOR D5 a - - - - - - lD 75 s 4 3 - - - 7s ss a 3 - - - - ACTUAL TAPCON WITH ADVANCED TAPER.t 25 BS - - - - - - 12 9 6 4S 4 - - - 9.5 7 5 -4 - - - - EDGE TAPCON THREADFORM TECHNOLOGY �'��SODA SET BLUE TAP W/CAP MIN.SPACING g 6 - - 13 9.5 65 5 - - - - 05 7.5 5 4 - - - - 1 HV BLADE OR DICTANCE 14 12 - - - - - - 14 10.5 7 55 - - - - 11 85 5.5 45 - - - - E.D. MIN.SPACING=3" MIN.SPACING m 3" MIN.SPACING=3 t/2' MIN.SPACING T 3" 3 3/4' 4" 14•-0" f0 7.5 - - - - 9 7 - - 7 5 35 3 - - - - d HV BLADE W POURED CONCRETE& p 00YCFETE ,91.FCONCRETE HOD( POURED CONCRETE& P 9REDCONCRETE CONCRETE&p� 7E N.M-BLOCK/2 11.5 8 - - _ - it 8 - - - 9 65 45 - - - - - HV WINDOW CONS FJISOCK MIN.E0.,31/2'ANL -D.•21/Y CONCRETE t4H E.p,•36LOCK CO CRETE B30CK ta4.EA•3 1/2'MN.EA•21/2" 7.5 V - - - - 12 9 6 - - - - - 95 7 4S - 3" 1.0 0.90 1.0 0.78 1.0 0.84 1.0 15'-0' 14 _ _ - - 3.5 ,o s.s - - - - - os e 5 - - - - - BLADE WORKING 2 1/2• - 0.81 1.D - - 0.67 1.0 9 _ - B5 6546.5 5 3 _ _ _ _ - IN UNISON 2• - 0.71 - - 0.51 - 10 _ _ _ _ 0.5 8 5 - - - - - 85 6 4 - _ _ _ _7 1.5 65 5.5 - 9 6S 4S - - - - 1 3/4'16•-0• 14 - _ - _ 25 9.5 6 - - - - 10 7.5 5 1 1/2" am - - _ OTS 8 6 4 - - 6 4.5 3gS - 9.5 7 5 - - 8 6 4 - - - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane ©2015 EASTERN METAL SUPPLY.INC. ��.���...TIL(/T%, BER7'HA HVTM Accordion Shutter System I L E C ® i n c. ■ ■ ■ ■ H.V.BADE#1 W/OR W/O H.V.WINDOW MADE j /J AmeriCan Shutter Systems ICY.H DESCRIPTION DATE DRAWN BY. � STATE�F •�' TILLIT TESTING do ENGINEERING COMPANYAssociation, Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 55 • 63N.W.36t4 .5t.,St...taS.VIRGINIA GAADENS,nDRIDA 3316 Phone (305)871-1530.Fox 4268 Westroads Drive(305)871-1531 z DRAWING NO e-moil:UI067191.wm West Palm Beach, FL 33407 i 15-085 pSSIONA�E``\`�� WWALTERLORIA.FDA u A 44167E 5 SHEET P.E., I1'+LIIdNATURE/DATE 6 13 OF 20 MAYIMUM ANCHOR* SPACING (in,,) SCHEDULE FOR A GNEN MAX. SHUTTER SPAN. n S.D DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE_BLOCK INSTALLATIONS (SEE MOUNTINGS 1.J.K&L ON SHEET 7) POURED CONCRETE POURED CONCR CONCRETE.BLOCK ANCHORS SPACING I FGEND 1 WALK OVER& Il 1RENCH ORAINGUARD MOUNTING (g)WALL/FLOOR MOUNTING ©WALt/VIALK OVER MOUNTING MSPAUYOR SPA A.S.D.DEM NEGATIVE PRIMSURE RA91G(pd D.DE94N NEGTNE PRMSURE RATING(psA.S.D.DEMN NEGAM PRUSURE RATING .DEVON NEGATIVE PREROM RATING N WFFH D (R) TAPCON Willi ADVANCED 30 40 60 75 190 11201160 205 30 40 60 75 90 120 160 205 30 40 60 75 90 iZ0 160 205 30 40 60 75 90 120 760 205 THRFI+DFORM TECHNOLOGY 14 12 10 9 8 B 8 6 12 12 12 12 12 iS 8.56.5;_ 7 7 7 7 7 7 7 5.5 5 5 5 5 5 5 5 5 ALL POINTS SOLID-SET 3'-0" 14 12 10 9 0 -8 6 8 12 12 12 12 12 12 95 7 7 7 17 7 7 7 7 7 5 5 5 5 5 5 5 5 BLUE TAP R LESS 14 12 10 9 8 8 6 6 12 12 12 12 0.5 B 6 4.5 7 7 7 7 7 7 7 65 5 5 5 5 5 5 5 5 14 12 10 9 8 B 6 6 12 12 12 12 12 10 75 6 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 TAPPERt- 14 12 10 9 8 8 6 6 12 12 12 12 1.5 8S 6.5 5 7 7 7 7 7 7 55 4 5 5 5 5 5 5 5 4 4'-0" 14 12 10 9 8 8 G 6 12 12 12 12 12 9.5 7 SS 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 10 9 8 8 6 6 12 12 12 95 8 6 4S JS 7 7 7 7 7 7 65 5 5 5 5 5 5 5 5 5 14 12- 70 9 8 8 6 6 12 12 12 12 10 ].5 55 4 7 7 7 7 7 7 7 5.5 5 5 5 5 5 5 5 5 I4 12 10 9 0 0 6 6 12 12 12 11 9 7 5 4 7 7 7 7 7 55 4 3 5 5 5 5 5 5 4 3 5'-0• 14 12 10 9 8 8 6 6 12 12 12 12 10 75 5.5 4 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 10 9 B 8 6 6 12 12 9.5 7.5 6 45 3.5 - 7 7 7 7 7 7 5 3.5 5 5 5 5 5 5 5 4 14 12 10 9 8 8 6 5 12 I2 12 95 B 6 4S - 7 7 7 7 7 7 5.5 4 5 5- 5 5 5 5 5 4 * SEE ANCHOR 14 12 10 9 8 8 6 6 12 12 11S 9 75 5.5 4 3 7 7 7 7 7 4.5 3S - 5 5 5 5 5 4.5 35 - SPECIFICATIONS 6•-0" 14 12 10 9 B 8 6 8 12 12 12 10 0 6 4.5 3.5 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 ON SHELT 13 14 12 10 9 B 8 8 6 12 12 8 6 5 4 3 7 7 7 7 7 S5 4 5 5 5 s 5 s 4 3 14 12 10 9 B B B 8 12 12 10 8 6.5 5 .75 - 7 7 7 7 7 6 4.5 - 5 5 5 5 '5 5 4.5 - 14 12 10 9 B B 6 6 12 12 10 8 6.5 5 3.5 - 7 7 7 65 5.5 4 5 5 5 5 5 4 3 7'-0" 14 12 t0 9 8 6 8 6 12 12 12 8.5 7 5 4 3 7 7 7 7 7 7 7 6 5 5 5 5 5 5 5 5 14 12 10 9 8 8 8 6 12 t0 6.5 5 4.5 3' - - 7 7 7 7 6.5 S. 3 - 5 5 5 5 5 5 35 3 u 12 10 9 e a 6 6 12 1z 85 7 5.5 4 7 7 7 7 7 s 5 5 s s s s a 0 VALID ONLY FOR UP TO +70, -75 14 12 10 9 8 B 6 - 12 12 8.5 7 55 4 3 7 7 7 55 4S 3 5 5 5 5 45 35 - PSF A.S.D DESIGN PRESSURE B,_O" to t2 tD 9 B e s 1z 1z10.517Z s 4s 35 - 7 7 7 7 7 7 7 4 s s s' s s s s s RATING & FOR SPANS PER 74 12 10 9 B 8 6 - 12 9 6 &5 4 3 - - 7 7 7 7 5.5 4 - - 5 5 5. 5 5 4 3 - SCHEDULE /)3, SHEET 11 14 12 10 9 8 8 6 12 11 76 6 5 .75 - 7 7 7 7.5 6 45 - 5 5 5 5 5 4.5 - 14 12 10 9 8 B 12 1.5 75 6 5 35 - 7 7 GS 5 4 5 5 5 5 4 3 14 f2 10 e 8 8 - - 12 12 95 65 55 4 3 - 7 7 7 7 7 7 6 3 5 5 5 5 5 S 5 5 14 12 10 9 B B 0.5 B 5 4 35 - 7 7 7 6 5 35 - 5 5 5 5 5 4 3 14 12 10 9 8 8 12 10 6.5 5 4.5 - 7 7 7 55 5.5 - 5 5 5 5 5 4 14 12 10 9 B 8 12 O5 7 55 4.5 3.5 - 7 7 55 4S 3.5 - 5 5 5 45 3S - 1 D,-O'14 12 10 9 8 8 - - 12 11 85 6 5 3.5 - - 7 7 7 7 7 7 4.5 - 5 5 5 5 5 5 5 45 14 12 10 9 0 8 - 9.5 7 45 3.5 3 7 7 7 5.5 45 - 5 5 5 5 45 35 - 14 t2 10 9 B 8 12 9 6 5 4 7 7 7 6 5 5 5 5 45 5 14 12 l0 9 8 8 12 95 6 5 4 3 7 7 5 4 3 5 5 5 4 35 - 14 12 10 9 8 8 - - 12 10 7 5S 45 3.5 - - 7 ] 7 7 7 7 35 - 5 5 5 5 5 5 5 4 ` , 14 12 10 9 B 8 - - BS 6.5 4 35 3 - - - 7 7 6 5 4 - - 5 5 5 5 4 3 - � V BLADE ONLY 14 2 10 9 B e - - 11 8 SS 4 - - - - 7 7 7 5S 4S - - - 5 5 5 5 4S - - - \` 1 1 14 12 10 9 8 15 85 5.5 4.5 3.5 - 7 7 45 3.5 - 5 5 4S 35 3 12'-O.14 12 10 9 8 - - - 12 9.5 6S 5 4 3 - - 7 7 7 7 7 6 J - 5 5 5 5 5 5 4.5 35 14 12 10 9 B 8 6 4 3 7 7 5.5 45 3S - 5 5 5 4.5 4 3 14 12 10 8 8 - 10 7.5 5 4 7 7 6 5'• - 5 5 5 5 4 14 12 10 9 8 0.5 6 5 4 35 - 7 6.5 45 3.5 - 5 5 45 35 3 13'-0"14 72 10 9 8 - - - 1S&5 6 4.5 35 14 12 70 9 8 7 FS 35 3 7 7 5 4 3 5 5 5 4 3 14 12 10 9 8 9 7 45 .75 - 7 7 55 45 - 5 5 5 4.5 4 14 12 10 9 10 75 5 4 3 7 6 4 3 5 5 4 3 14'-0"14 12 10 9 - - - - 0.5 8 5.5 4 3S - - - 7 7 7 7 7 4 - - 5 5 5 5 5 5 4 3 14 12 10 9 - 6S 5 J 7 7 5 3S - 5 5 5 4 14 12 10 9 - 8.5.6S 4 7 7 5 l 5 5 5 4 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 14 12 10 8 7 4S 3.5 3 7 5.5 35 - 5 5 13.5 - 15'-0"14 t2 10 - - - - - 10 7S 5 4 J - - - 7 7 7 7 7 3.5 - - 5 5 5 5 4 J 14 12 10 - 6 45 J 7 7 4.5 3 5 5 - _ 14 12 10 B 6 4 7 7 5 5 5 7 55 35 - 5 5 2 1D - - - - - 95 7 45 3S 3 - - - 7 7 7 7 6 3 - - 5 5 5 45 JS14 12 10 - - - - - 6 4.5 J - - - - - 7 6.5 4 - - - - - 5 5 - 14 12 10 - - - - - 75 5.5 .75 - - - - - 7 7 45 - - - - - ss - - - - FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone A. rf�7���/' ! m 2015 EASTERN METAL SUPPLY, INC. ;`�;P�•, BERTHA HV1M Accordion Shutter System /71 L E C® � ■ ■ ■ ■ H.V.BLADE#1 W/OR W/0 FLV.wINDUN RADE * 7 American Shutter Systems EV.N DESCRIPTION DATE DRav6+ ar: M.L. -D: '7t- TICCIT TESTING & ENGINEERING COMPANY Association. Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 �.�•. STATE OF - 635.5 N.W.36m.SL.Ste.3R5,V9RGINeA GANGA S.iLIXRIGA 3316 4.265W05tfOadS Drive 2 Phone (305)871-1530.Fo4:(305)871-1531 DRAWING No OR�DP ,• \:� 6-men:611eco0-1- West Palm Beach. FL 33407 3 F -OD06719 15_08/''•• �\ EB4 WALTER A.NLUT Jr.P.E. P.E. SEA�1�31ONAW)CDATE FLORIDA I`.d 4+1G7 6 SHEET OF 20 �AXIn"UM ASD DESIGN PRESSURE RATING •s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE FOR A GIVEN MAX SHUT(ER SPAN NEGATIVE ASD DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE. (SEE MOUNTINGS ON SHEETS 16&17). :E,- u B _-E3TF=;;�!ATE SOUTHERN PINE No. SPRUCE PINE SPRUCE PINE SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. CDX 2 w/MIN.G=0.55, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD MIN GG-OSO W/ W/ MIN. G=0.43 W/ N. G=0.36 NA%NUN WAN(N) WALL MOUNTINGS CEIUNG MOUNT T WALL MOUNTINGS CEIUNG MOUNT'T WALL MOUNTINGS CEIUNG MOUNT T M. N, 0 & R FLOOR MOUNTINGS M, N, O & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS WALL MOUNTINGS B.O.WALL MOUNTINGS B.O. WALL MOUNTINGS B.O.WALL MOUNTINGS W & X W & X W & X P & Q S&v S &v S&v LU 1®1 NWM PN9MS WAC I� 001 NORM FWl4FF WAC w .TIM k%M FIESK WE(p� DEP9f Nux TWD. WAIL(A 0901 KWK M39M wo(X SD LF9'Y NTAM ppmg PoGNG M D.M NTA@E PWA WN(�1 ®DI N1MRE PRSCIN RUNG(Fn am NWNC"wK RM(N)ISD OM IUAK PRWA IWIS IFI) 30 40 60,15 90 05 30 40 60175 90 05 30 40 60 75 90 05 30 40 60 75 90 05 30 40 60 75 90 OS 30 40 60 75 90 O5 30 40160175 90 OS 30 40 60 75 90 105 30 40 60 75 90 OS 30 40 60 75 90 OS -0'0R 2 10 10 9 6 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 4'-0' 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 B 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 iZ 12 12 12 12 12 12 12 5'-p' 12 10 10 9 8 8 6 6 6 6 6 5.5 12 10 10 1 8 B 6 6 6 6 6 5 12. 10 10 9 8 7 6 6 6 6 6 5 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 O.5 12 10 10 9 8 6.5 6 6 6 6 5.5 4.5 12 10 10 9 8 5 6 6 6 .5 5 M1.5 12 .10 10 9 6 3.5 6 6 6 fi 5. 4.5 5 5 4 4 3.5 - 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 8.5 7'-0' 12 10 10 9 6.5 4 6 6 6 .5 4.5 4 12 10 10 9 5 3 6 6 6 5 4 3.5 12 10 10 7 3.5 - 6 6 6 5 4 3.5 6 5 4 4 - - 12 12 12 12 12 12 12 12 12 12 12 10. 12 12 12 0.5 8.5 7.5 8'-0' 12 10 10 7.5 4.5 3 6 6 6 5 4 3.5 12 70 10 6 3.5 - 6 6 5 .5 3S 3 12 70 10 4 - 6 6 5 .5 3.5 3 6 5 4 - - - 12 12 12 12 12 12 12 12 12 12 11 9.5 12 72 11.5 9 7.5 6S 9'-0' 12 10 10 5 3.5 - 6 6 5.5 .5 35 3 12 10 9 4 6 6 4.5 4 3 3 12 10 4 3 - - 6 6 4.5 4 3 3 6 5 3.5- - - [1212 12 12 12 10. 12 12 12 1. 9.5 8.5 12 121O'-0' 12 10 T.5,4 - 6 6 5 4 3 - 12 10 6 3 - 6 6 4 .5 3 - 12 10 3 - - - 6 6 4 .5 3 - 6 5 - - - - 12 12 12 1.5 9.5 12 12 12 10. 8.5 7.5 12 12 9 7 65 11'-0' 12 10 5.5 - - - 6 6 45- - - 12 10 4.5- - 6 5.5 3.5- - - 12 10 - - - 6 5.5 4 - - - 6 5 - - - - 12 12 12 10 8.5 12 12 12 9.58 7 12 12 8 6.5 5.5 4.5 12 10 4.5 - - 6 6 4 - - - 12 10 3.5- - 6 5 3.5- - - i 2 10 - - 6 5 3.5- - - 6 5 - - - - 12 1.5 9.5 8 12 12 6 - - 12 10 - - - - 6 4.5 - - - - 12 7.5 - - - - 6 4.5 - - - - 6 4.5 - - - - 12 12 10. 8.5 7.5 12 121210 - - - 6 5.5 - - - 12 7 - .5 4.5 - - - - 12 7 - - - - .5 4.5 - - - - 6 3 - - - - 12 12 9.5 8 6 12 1212 - 6 12 - - - 12 - - 5 - 6 1212 - 6 - 12 - - 5 - - - - 6 - - - - - 12 10. 8.5 6.5 4 12 12 8 6.5 5 3 11.58.5 5.5 4.5 3.5 - l (1� HV BLADE OR (D HV BLADE Wf �A HV WINDOW BLADE WORKING IN UNISON® ♦SEE UUNAITONS OF USE FOO 'LADEto ON SHEET 19 + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL,FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No.2 W/G=0.55(N.DS) - 1/4'0 TAPCON ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/G-0.50(N.DS.) EACH SECTION ON SHEETS 16&17. -SPRUCE PINE FIR NORTH W/G-0.43(ND.S.) EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G=0.36(N.D.S.) -MW.1/2'COX PLYWOOD(1986 APA) 2.ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST OF LAG SCREWS AS PER NOS 2012 SPECIFICATIONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACNRER. FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY.INC. BERTHA HVTM %J111111111111", Accordion Shutter System pc` 4i� i L E C ® 1 H C. ■ ■ ■ ■ H.V.MAX#1 W/OR W/0 H.V.WINDOW RADE American Shutter Systems EV.N OESCRIFRON DATE DRAWN BY: M.L TILUT TESTING & ENGINEERING COMPANY c 6355 N.W.360.5L.Ste.305.NRCWIA GARDENS,FLORIDA 3316 Association, Inc. , OLE) 11-192 4/13/15 DATE- 4/13/15 sv+'14A67 ..->ti= Ph...:(305)871-1530.Fox:(30.5)871-1531 4268 Westroads Drive z DRAWING No * - -moll:tilt...O.W.C.. West Palm Beach, FL 33407 3 15-085 e EB-0006719 4 STATE Of :Lu, WALTER A.TIu.B J,.P.E. 5 SHEET FLORIon u�.@ 4a1s7 6 15 OF 20 SA0 N A��u11\``. i INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 1 HV & S HV:b BLADES AS APPLICABLE MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE 1 ONLY SHALL WALL FIITISH BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING SEE SHEET 19 FOR MAX SPAN & 1/4'0 TAPCON OR A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE Cl)& A WORKING IN UNISON TAPCON WITH ADVANCED _ THREADFORM TECHNOLOGY 1/4'0 TAPCON OR W/ I 1/2"Min.PENETRATION TAPCON WITH ADVANCED THREADFORM TECHNOLOGY - OF THREADED AREA TO - W/1 1/2'Min.PENETRATION OF THREADED AREA TO EXISTING 1 A911 SEPARATION 1 1 I ) OR EXISTING WOOD HEADER. WOOD HEADER.(SEE SCHEDULE ON SHEET 15) 1 R7 GLASS(SFE (SEE SCHEDULE ON SHEET 15) 1/4'0-20x3/4'S.S.MACHINE SCHEDULE ON SHEET �R 18 SCREWS W/ 1/4"-20 NUTS �— 1 FOR BTL IB DA a 12 oR q®i �/ ® 12'O.C. FOR 1'Min. EXISTING a BLADES 0 " EQ E GLASS—{ a ,I II I^ I WALL �•+ I{{ 1 OR 15 FlNISH N .TL--OPTIONAL 1 _ WALL I o T I I "1EXISTING MIN. FINISH OR _ 1 1 1 2'x4"WOODI 1 O EXISTING MIN. HEADER REQUIRED I OR® 1 2"x4'WOOD - ( HEADER REQUIRED 1/4"0 TAPCN OR TAPCON WITH ADVANCED 1 EXISTING 1 _ EA RM TECHNOLOGY W/1 1/2' MIN.SEPARATION I I I 1 1 Min. PENETRATION OF THREADED AREA TO GLASS--j TO GLASS(SEE ( ( I I EXGRNG WOOD HEADER. 7p IJIN.SEPARATION TO GLASS (— SCHEDULE (DAN ETCISTING P— (S[E SCHEDULE ON SHEET 15) 1 ON 19� GL455-1 (SEE SCHEDULE ON SHEET 11) 1 2'x4"CONI.SILL . BLADES�&�A I PLATE RE0'0. O HV WALL INSTALLATION ON HV WALL HEADER INSTALLATION O L LATI N MO HV WALL HEADER INSTALLATION T I I IXISRNG a MIN.SEPARATION TO CLASS 1 I 1 7 (SEE SCHEDULEOONTO GLASS SHEET IIF—1 GLA55---1 MIN.SEPARATION 70 GLA55 1 1 I 1 IXISRNG /p�—(SEE SCHEDULE ON SHEET 11) 1 EXISTING 1 I x WOOD PLA ( SCHEDULE ON SHEEP 11) G�� G��J 1/4'm-20x314'S.S. 1 - REO•D. I x 1/4'0-20x3/4'S.S. I �_ 1 US N6N1/4'p20 NUTS it I MACHINE SCREWS W/ I I I� a a 12'G.C. _ WALL 1 \ ',•F 1/4'-20 NUTS 0 12" qq FINISH I I I O.C. 9,7.711 1�OR® DR2x4'CONT.WOOD PLATE REO•D. Oiv1" 1/4"0 TAPCON OR TAPCON WITH ADVANCED OR 1® I I - 7HRfEADFORM TECHNOLOGY W/1 1/2" 1/4"0 TAPCN OR TAPCON WITH ADVANCED _ 2'x4"CONT. Min. PENETRATION AV THREADED AREA 70 7 4'm TAPCON OR SILL PLATE EXISTING WOOD HEADER. THRUJ]FORM TECHNOLOGY W/1/2" / NOTE REO•D. (SEF SCHEDULE ON SHEET 15) Min.PENETRATION OF THREADED AREA INTO PLYWOOD TAPCON WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL 1/2'MIN.CDD THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. �": WALL FINISH (SEE SCHEDULE ON SHEET 15) IXISIING MIN.2"xb' PLYWOOD REO? W/ 1/2'Min.PENETRATION OF 2-MOUNTING SECTIONS CAR BE STUDS® 16'O.C.MAX. THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO 1/2'MIN.COX PLYWOOD ftEQD. REO•D.PLYWOOD TO BE WALL FINIS (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION. ®HV WALL SILL INSTALLATION ISNNC MIN.2'x4'STUDS® 16'O.C.MAK REO•D. ATTACHED TO STUDS IN PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH WRH SECTION 2308 OF THE F.B.C. SECTION 2308 OF THE ®HV WALL SILL INSTALLATION SME UMJjAT10N5 OF U E OF ©HV WALL SILL INSTALLATION F.B.C. BUIDE IA ON SHEET 1�9 FLORIDA BUILDING CODE(ban High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY, INC. �R(tA71I ��('il'• BERTHA HVTM Accordion Shutter System A.S.S.A. H.v. LaaoE#1 w/OR w/o KV. WINDdN RADE American Shutter Systems IEV.N 'DESCRIPTION DATE DRAWN BY: ML TILLIT TESTING do ENGINEERING COMPANY,,, Association, Inc. t OLD 11-192 4/13/15 DAIS 4/13/15 A•, Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive z DRAWING No �•, —.11:tate O.O.— West Palm Beach, FL 33407 3EB- 6719 15-085 0c F�ORIDP,.`� : 'ALT ER A. LLR Jr .P.E. 4 FLORIDA Lie.8 44167 5SHEET P.E��� tlQ�f 'DATE 6 16 OF 20 +H u INSTALLATION DETAILS ON EXISTING. WOOD BUILDINGS FOR HV & 1aA HVA► BLADES (AS APPLICABLEa MAX SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE(j)ONLY SHALL BE LIMITED TO 105.0 sf. A.S.D. DESIGN PRESSURE RATING SEE SHEET 19 FOR MAX WALL FINISHSHALL & DESIGN LOAD FOR INSTALLATION WITH BLADE 1) & A WORKING IN UNISON 1/4.0 TAPCON OR 4"x8'(Min.) EXISTING EO EQ— 2 MIN. TAPCON WITH ADVANCED WOOD BEAM REQUIRED. EDGE(IF APPLICABLE) .I THREADFORM TECHNOLOGY STRUCTURAL ADEQUACY W/1 1/2"Min.PENETRATION 1/4"0-20x3/4'S.S. OF EXISTING WDOD BEAM OF THREADED AREA TO 1' PHILLIPS TRUSS HEAD TO BE CERTIFIED BY I:..Z EXISTING WOOD HEADER. Min MACHINE SCREWS REGISTERED ENGINEER OR EXISTING WOOD I'�:; (SEE SCHEDULE ON SHEET 15) W/ 1/4'-20 NUTS ARCHITECT PRIOR TO EO EQ TRUSSES OR E E ® 12'O.C. SHUTTER INSTALLATION. 1/2" 1/2' RAFTER 9 24' 19 O.C.REQUIRED 1/4-0 TAPCON OR •�" "t E)OSTING SOFFIT —QOR 1S TAPCON WITH ADVANCED :•i' .257" THREADFORIA TECHNOLOGY I 3/4'Nax.THK. �� Mcx. W/ 1 1/2'Min.PENETRATION EO EO x/ EO EQ 1'x4k1/e'CONT.ALUM.TUBE - i Tit, OF THREADED AREA TO S.M S 4 (6063–T6 ALLOY)W/ 1 0PTIONPL EXISTING WOOD HEADER. ®6. 1 O C I (3)5/16"0 LAG SCREWS TD -�•+ I (SEE SCHEDULE ON SHEET 15) Or @ or 15 EACH RAFTER OR TRUSS. 1 Or 13 Or 15 I LOCATE LAG SCREWS AT ( I NIDWIDTH OF EXISTING WOOD I I MEMBER, (2"Min.NOMINAL •EXISTING MIN 2'x4' 1 EXISTING--0 HEADER REO'D I I OPEN HOLE AT EACH WIDTH) TI Y Min. GLASS II MIN.SEPARATION TO GLASS I STUD LA ACCEPT LLff PENETRATION O THREADED 1 (SEE SCHEDULE ON SHEET 11) EXISTING I 5/16'0 LAG SCREW {{{ ITI.'I AREA LAUD FOR ' A7 CENTER OF TUBE. 11UH{llil N INSTALLATIONS WITHSIGN 72017 I MAX.A.S.D. DESIGN LOAD AND ' � n EXISTING "N.SEPAWLMIN I 9'-Q'LAX SPAN.THIS OS ONLY VALID HV WALL HEADER INSTALLATION 11FORON C'm �` i SCHEDULE�R1(s�4F I I I FOR INSTALLATION NW1 MIN.SPECIFIC ON SIM 19 EOR I � OR ® '1 11 rDi ELAX 19 DAND I GRAVITY OF Q50 AS DOUGLAS NOTES. FOR 9A[ESm J`® I a�S Ogd �1GR �♦ FIR OR SOUTHERN PINE No.2, 1-SFE SHEET 4 FOR TYPICAL SHUY""ASSEMBLY —T OR EQUAL IN MY WAY TO SM AM INSTALLATION.COMBINED OT HV CEILING INSTALLATION U. HV CEILING INSTALLATION Mtt SEPNNIICN • I ro aass —@ OR 1� II MIN. I I (E� TION MIN.SEPARATION TO GLASS EXISTING 1 (D OGLASS I I 1 7 (SEE SCHEDULE ON SHEET 11) Gess II w sEET 19 FOR (SEE SCHEDULE EXISTING 7 1 \' 9ACE5m&� ION SHEET 11) cLAss—� ALTERNAT ANCHOR I I EXISTING I S I I WALL I LOCATION 3/8•MIR SlOx3/4'HIX G��-I I I I 2"x6'MIN.WOOD 1 FINISH I 1/4' ©. ] 3/S MIN. WASHER HEAD TIX I DECK REQUIRED Nox. 1 OR 2'x6'MIN.WOOD SCREWS®12'o.c (NO WED DECK REQUIRED (NO ALLOWm W FlNISH ALLOW m) 7 Z" _1' OF E -- EDGE OF DECK 19 EDGE OF DECK _ DECK IF IF APPLICABLE o Q IF APPLICABLE 1/4.0-20x3/4'S.S. - APPLICABLE 1/4.0 TAPCON OR 1� PHILLIPS TRUSS HEAD 2_3A 1 4"0 TAPCON OR TAPCON WITH ADVANCED TAPCON WTTF1 ADVANCED M'n' MACHINE SCREWS / 2"z4'COM. THREA.OFORM TECHNOLOGY W/1/4'-20 NUTS THREADFORM TECHNOLOGY W/1 1/2'Min. 2'MIN. SILL PLATE W/1 1/2•Min.PENETRATION 9 12.O.C. 1/4'0 TAPCON OR TAPCON WITH ADVANCED TR REPDFORM 2"MIN. PENETRATION OF THREADED REQ'D. _ OF THREADED MEA TO TECHNOLOGY W/1 1/2"Min.PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER.(SEE -- EXISTING WOOD HEADER. AREA TO EXISTING WOOD HEADER.(SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 153 @X HV WALK—OVER INSTALLATION ♦SMRAO NsoFu19 FOR yy OV HV HV FLOOR INSTALLATION"WALL SILL INSTALLATION ® T O FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ```xN•`�R A: r/� 2015 EASTERN METAL SUPPLY.INC. CENs ��,; BERTHA HVTM F Accordion Shutter System ®6_ G ® �N c.c \ ■ Kv.MADE#1 W/OR W/O HV. WINDOW RADE American Shutter Systems H DESCRIPTION •o: �� l.1d�• = TILLIT TESTING & ENGINEERING COMPANY DESCRIPTION DATE DRAWN BY. M.L. s 9•., 63y5 N...J6N.Sl,St,SDS,WC­GNAFJIS.FlARIW 3X16 Assoclation, Inc. I OLD 11-192 4/13/15 DAM 4/13/15 Phone (705)871-1530.Fax:(305)871-1531 t Pal W Beach, Drive 2 DRAWING No %i;(cS• c.,1'��`�`� —mail:tilt-0aol.com West Palm Beach, FL 33407 3 15-085 /A�S/oNAL T\YGxX``; WADI R A.EB–ITLUT1J,P.E. { T/IL/ (�`` FI.O1 Lie.B 41167 5 SHEET P.E. SEALYS'IIGWAYURE/DATE 6 17 OF 20 END.-INSTALLATIONS 1 HV BLADE OR WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS 2*.V MIN. -001,STUDS, m v es Roo'm (AS A CQW CNOR a 6'D.C. z z z 2*.,V DODD STIA'S. It �Vllem"M (AS APKr--Zr) M'S' STIDS to 2- 1/2)Mma'All- EICT'lln CLASS r PLY9000 W No STtAG EeST. n'to --me Ons wars SE-0101t am(SM MIN.Cox w SERVIVSK" Sm sw PLY-000. (Sol: I/r."L 11MROIACE(DAND (:=19' aA` ft"OCV. FBflSH iJ2-tato COX Cm SHEEr to HR ILADES a)& 11 MR It MR--a 0— Ulm. PLAX(L0CXn /I* W� .4 SND:T 19 sw IS— MSH StAaa;C)&(2) 1 SLADMOD&3 AT OMER S..S. 1,OR V Oto O.Q jmwt/z-su eta 0. 4 I OR SEE aEfAIL X Mal1 OR 96 1 OR II SIDE MM- SVE DEM X MR I OR W TO TRACKS SEE OEM X FOR SIDE CONNMUGH sot CONNECMN TO 7RACSS M TRACSS 7 @ END CONNUT19N DEIAI (2) @ IND CONNECTION DETAI END CONNECTION DFTAI END CONNECTION DETAIL(9) RMURM—FOR WAI. PMPAM IRM lf ' /2' pEmaM'/TMZ 9 12'D.C. "C" SIUDS KIM 1/. T�MCNDRS 1/4-. W SEPARKIM MIN. 1/2-Ulm. sa%ar.M, 41\ SEE LIMMATIONS OF USE FOR To atAS%(SM 11 ft.�(DANM SLAVE ON SHEET 19 SDAMULE ON I- Er to MR ut,mtts0&q --- ON S.Ea 1. SEADESM& > 6 oll(g)oR&R CO OR 0, 4 -j WAIL @.Ft@.R(q-R(5 VIEW Q. t FINISHVV PLAN @(D DETAIL END CONNECTION DETAIL (0 END CONNECTION DETAIL 12 FLORIDA BUILDING CODE(Nan High Velocity Hurricane Zone, ? N 9 201.5 EASTERN METAL SUPPLY,INC.,A ;. MIL ECBERTHA HVTm Accordion Shutter System A.S.S.A. KV.EVADE#1 W/OR W/O KV. VVIIWN MADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems ,X, DESCR(PnON DATE DRAWN eY, Xf- TATEOF: z =N.W.36th.St.Ste.305.'AKIW CAROM.FLORIDA 3316 Association, Inc. 1 01-0 11-192 4/13/15 DATE: 4/13/15 (3W)571-1530.F.--(=)871-1531 4268 Westroods Q4ve 2 tilt...0-1— West Palm Beach, FL 33407 3 DRAW{NG No E3-0006719 WALTER A.TILUT Jr,P.E. 4 P.E. " ON "'86A15-085 VW�4FLORIDA U.#44167 5SHEET E/DATE It 6 ]80F 24 1 ��©m 14 � r.FNERAI LMRATIONc AND CONDff10N5 OF USE FOR BER111A A ®`® �� 1.MAX A.S.D.DESIGN PRESSURE RATNG:+110,- 110 ps.t. 2,MAX.SHUTTER SPAN:96' 3.ALLOWED MOUNTINGS:A.D.G&H ON SHEETS 6,7;AS WELL,AS MOUNTINGS M.0,T,U&W ON SHEETS 16& 17. ONLY CENTERMAT M FIET�(BOTH W/IL�4 OR 2Q` ARE ALLOWED WITH tc} AR MA ED IN A SYM CAL OR OPPD NG LA OUT.IN CASE OF OPPOSING Om®m , 4 oR 5 C�� EMUSi BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF 1 6 m�j n p EA EDD 0- 0 / 5.(A)FIV WINDOW BLADE SHALL ONLY ALLOW A MAXIMUM OF OPENINGS (3'0 HOLES)FOR® M PER BLADE AT SPACINGS SHOWN ON SHEEEE P 4. MAK.5 WINDOWS ! ! 0 10 ! / OF ANY MIN'3'0 HOLE M FOR®FRqM TOP OR PLL BEOTTOM EDGE OF HV WINDOW BLADE 1� ALLOWED AT HV WINDOW BLADE® (C) OW OR BLADE COMING OUT FROM STARTERS A7 ENDS NAY BE HV WINDOW BLADE 1 (D)HV WINDOW BLADE 1@ MUST BE USED ALTERNATE TO A SOLID HV BLADE 1Q THROUGHOUT SHUTTER'S WDM. e I I O a (E)C TES SHALL ALWAYS BE INSTALLED m ADJACENT TO A SOLID HV BLADE i AT ERHER SIDE OF THEM. SEE END \ gAg (F)POLYCARBONATE HV VANDOW®SHALL BE INSTALLED SO TF 4�TABS FACE THE CONNECTION ! gTISE= ONLY INSSTAAUID ANDERIOR OF S DI.00KED USING A HVPENING BEINGO SETTING TOOL R DED BY ASSA DETAILS ON SHEETS �i 10& 18 TYP. p�IS INC. FULL HEIGHT. 3�F, 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME 1 1gW BUILDINGS ON SHEET 15,AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 3 P YP 4 „ 1 &2 ABOVE). 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POUREDCONCRETE"OR CONCRETE BLDCK WALL ON SHEETS 12& 13 AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES T &2 ABOVE). D.MINIMUM SEPARATION TO GLASS SCHEDULE,PER ASTM E-1996: (SEE PUN FOR REQUIREMENTS) D H ?ANDTYP Top&BOTTOM ND ZONE MINIMUM SEPARATIONTO CLA55 NUMBED W 1 THRU 3 1' ELEVATIONN IL SEPARATION TO ani a s2s' EKISTING GLASS SFE SCHEDULE ON SHEET 11 FOR EYMECD ---�,— AND ON THIS BEET FCR RADESQ& ---------------6 --L-------- �--------,----------- --------------- 5 A 1 \\ TYP. — m1 \ 4 5 ENTFRMATFS 21 TYP. SYM ICAL C ® 7 / \ � / w�c w%o aD(sE� AND a PDovE) ` PLAN \\ � �✓� TYPICAL n HY BLADE WORKING IN UNISON WITH BY WINDOW BLADE SHUTTER* -- N.T.S. FLORIDA BUILDING CODE(bon High Velocity Hurricane Zone `````YY,tYplHlll I Qw,"lAY''' @ 2015 EASTERN 6(ETAL SUPPLY.INC. ,, BERTHA HVT�, \SCE Accordion Shutter System �• 0 N c ■ e s ® KV, MADE#1 W/OR W/o H.V. WINDOW BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems Ey, OE6CRIPTION DATE DRAWN BY: N.L �a•. G]55 N.W.J6tl,.SL,Ste.JOS.VIRGWN GMOENS.F1DPoM]31 Association, Inc. 1 ULD 11-192 4/13/15 DATE 4/13/15 STATE OF 4268 Westroads Drive 2 DRAWING No Phone:(305)871-1530.Fax:(305)871-1531 O'•. F T� 4. e-mag:tate<e®aal.aam West Palm Beach, FL 33407 .3 15-085 �ORIOp'.••��/.` ES-WO67,9 a �ill(•sS'••.•......•Cj\``� WALTER A TLUT Jr.P.E. ��� /QIVgL.EN ��/ FLORIDA Uc.#44167 6 SHEET P.E. 3fdlkfrrllE>�'#1FU�E DATE 6 19 OF 20 Min. AST.A-S53 GRADE 411 16 1 1/2. INSTALLATIONS WZ (j) HV BLADE & HV CENTERMATES 2,0119"MI, Mi..G-60 GALV.STEEL METAL SDS AT 16"O.C. 3b TUD WALLS INTO METAL S ------ 6-D.C. 4O 41 0 0 TU114"o NOMINAL faw q. 1/2" 47538 GENERAL LJNJ1T ONS AND CONDITIONS OF USE ALUMINUM SLEEVE 3/4-.6 1/4-.0.035-THICK Min. SYSTEM INSTALLATION TO METAL STUD WALLS FOR BERTHA(1)HV BLADE ACCORDION SHSHUTTER 6063-T5 ALLOY 43q 430 g I CONT.GALV.STEEL TRACK CHANNEL. 6.D.C. 0 6"D.C. (1 ASTM A-653 GRADE 40 Mi..C-60 SEPARATION TO GLASS SCHEDULE 3.000' GALVANEZED FASTENED TO STUDS Mak. W1(2)#6Xt/2'TEK SCREWS ON EXISTING FINISH 391. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) INTEMOR&EXTERIOR FACE AS APPLICABLE 2. MAX. SHUTTER SPAN: 84- MINIMUM %qND ZONE ASTM E-1996 SEPARATIONLENGTH+ 1" MIN. SEPARATION (E) EXIS71NG GLASS—, TO GLASS 3. ALLOWED MOUNTING:@ ON THIS SHEET. TO GLASS (SEE SCHEDULE) (�§ /4"0-20X.3" BOLT 4. ONLY ENTERMATE(�21 W/ 204 W LOCK ARE ALLOWED 1 THRU 3 1. MUST PENETRATE 3C 1- WITH C21 ARRANGED A SYMMETRICAL LAYOUT. 4' USE OF (2)n35 (6- LONG, MINIMUM) MUST ALWAYS BE 4 '3/47.6 1/4-.0.035-THICK Min iD:[SnNG FINISH INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF 373" W.GALV.STEEL TRACK CHANNEL AS APPUCABLE CENTERMATE. ASTM A-653 GRADE 40 Min.G-60 GALVANRED TOM, L (7)16xvi"I'T. ON 43a T IMEWOR&EXTERIOR FACE D.C. 0 6"D.C. 1/4�"O-20 THREADS BLADE SLACK DETAIL HVF IS ALSO VALID FORI43c 1/4"0 ELCO CONSTRUCTION C; g 1/2" 12 8 CENTERMATE 21 APPLICATION WITH BLADE(D PRODUCTS FAB-LOK HD %6-..1 1/2'.0.035'THICK I @ O.C. COMPONENTS I. ASTM A-653 GRADE 40 Mi..G-60 GALV.STEEL J MS WALL HEADERLSILL INSTALLATION SCALE. 3/8-= 11- METAL STUDS AT 16'D.C. Min. , . VEXII ING FINISH AS APPLICABLE ........ (SVP.TOP&BOTTOM) VA I 3/4x 6 1/4x 0.035'THICK Mn. L TRACK CHANNEL, T_'!ft M EXISTING GLASS CM A 1'3 E 40 Min.G-60 -z ——— /A 6 GALVANT 0 FASTENED TO STUDS M� YCAL _�AR]Eq:-'.:` ` IN: S RATION'�V TO GLASS ;,�•: INTERIOR h EXTERIOR FACE 4,5a 4.50 C;.1..' 1 1..". V.- I I CENTERMATES W/ I I I CENTERMATES (SEE SCHEDULE).`: i�EXTERICR ACCESS 7d— SID INTERIOR ACCESS !1:D 6'(TYP.) AN P(6"Min.)( 1N 4 t 21 2)42 1 21 21 Wl� I I LO ED AT ------- - ----- -----------------— HV H ER/SILL ENDS VIEW Y 4 11r_3 1/4'(Typ.) 6 1 �33(6"Min.) \-(2 4� SIDE CONNECTION TO TRACK (Cont.) /2"(TVP-) y 7 6 1/2"MAX. SLACK HVA HVB BLADE SLACK DETAIL HVF HVIC FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone' H"liftq AA 0 2015 EASTERN METAL SUPPLY.INC. P, T/I BERTHA HVTm Accordion Shutter System A.S.S.A. FLV.BLADE#1 W1 OR W10 H.V.WINDOW BLADE American Shutter Systems RIEve w DESCRIPTION DATE DRAWN En". M.L TILUT TESTING & ENGINEERING COMPANY Z 6355 N.W.361h.SL,St-305,VIFZGINIA GARDENS,FLORIDA 33IR Association, Inc. I OLD 11-192 4/13/15 DATE: 4/13/15 Phone (305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 —DRAWING No '0 e-mc tifteco0ool.com West Palm Beach, FL 33407 3 cF ES-0006719 15-085 4jAA SSS WALTER A.TILLIT J,P.F 4 FLORIDA U.@ 44167 5 SHEET P.E. 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