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HomeMy WebLinkAboutProduct Approval 11¢ I VA : P BCIS Home Log In User Registration i Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map I Links I Search i Ore RECEIVED Product Approval USER:Public User Product Approval Menu>Product or Aoolication Search>Application List>Application Detail AUG 3 12017 Il FL# FL3s - PERMITTING Application Type vis n 5t.Lucie County,FL Code Version 201 Application Status Approved Comments Archived ❑ Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com 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 D 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 Of Validation Checklist-Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ.odf 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 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.pdf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Level"D".Max span is 12'-7"for 35 psf FL389 R8 AE A.S.S.A.INC P.E.R. DRWG.15-086.pdf 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 heet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg 15-085 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A. INC. DRWG.15-085.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"D".Max. Span is 16'-0"for 30 FL389 R8 AE A.S.S.A.INC P.E.R. DRWG. 15-085 HV.pdf p.s.f negative ASD load depending on centermates and Created by Independent Third Party:Yes locking rod configuration for the HVI 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 HV1 and HVSA 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 15-084 (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.15-084.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.pdf for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Created by Independent Third Party:Yes 12,25 and 28 respectively Back Next Contact Us::2601 Blair Stone Road,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: ® cLhect Credit Card Safe GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014 (6th EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. p r DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDIaON WHERE SHUTTER WILL TABLE Of CONTENT S BE INSTALLED WITH A OIRECTIONALITY FACTOR Kd=0.85,USING ASCE 7-10 AND BULL NOT EXCEED THE MAXIMUM(ASD.)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 WILD LOADS AREA 1: W BLADES n& IAA BY MULTIPLYING THEM BY 0.6 IN ORDFRTO COMPARE THESE W/MAX.(ASD)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVER STRESSED,A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS HE USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CD-1.60 WAS USED FOR VEMFlCATION OF FASTENERS IN WOOD. SYSTEM COMPONENS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SY51EN'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERFM IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: - TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE(D #0214.01-03.#0715.01-03,11004.01-05.#1214.01-05,80317.02-06. /0609.01-10 AND 40210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2: HV GLADE M AND W WINDOW BLADE hA AND E-1996 STANDARDS(MISSILE LEVEL D.WIND ZONES 1,2&3)&111220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE. (MERE APPLICABLE} -IN WINDOW BLADE ®10505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D,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(D AND HV WINDOW BLADE © ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERA.LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M.CONCRETE/OLOCK SHEET 7 3. BERTHA H.V.ACCORDION PMS(EN SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 014.2.75-AND 814x1.75'RESPECTIVELY,410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 k5R YIELD STRENGTH AND 180 kWi TENSILE STRENGTH.PINS SIULL DE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CEINTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEM THE HV MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 WAND 35.7 kai FOR END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 6005-T5 ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 S.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 W MIN.YIELD STRENGTH AND 90 ASH 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 GALVANIZED STEEL.OR ANSI 304 OR 316 SERIES STAINLESS STEEL WITH 35 lol MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE111: 12.13.14115 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 HV BLADE ID&@ WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 8.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT 16'779,582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT#5'458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12 & X.WOOD SHEET 18 METAL SUPPLY.INC. 9.R SHALL 13E THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAL:E.CONTRACTOR TO SEAL/CAULK AREA 3: W WINDOW BLADE Q ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WRH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEAR PERMANENT IABD.IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER.TENANT,OR OTHERS, MUST PROPERLY CLOSE ALL HV AND NO CENTELMATFS AND ENGAGE OR LOCK ALL HV AND HD LOCKS. AREA 4: W WINDOW BLADE m ONLY 11.SHUTTER MANUFACTURER'S LABEL SFW,.BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.63 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTALLATION DETAILS, METAL SND WALL SHEET 20 PLACED FOR EMERY 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 WHETS PERMIT IS APPLIED TO. 13.(a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT,i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT.BASED ON THIS P.E.D.•PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D.WILL BE CONSIDERED IWAUD 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(EO.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.ED. SHALL BEM THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED B. 11111 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone A.j/ C 2015 EASTERN METAL SUPPLY,INC. ,cf�% . ; BERTHA HVTM *�y 0ts I L E 'co A■S■SLA■ Accordion Shutter System M.V.&ADE#1 W/CR W/O KV.WINxHv BADE Shutter Systems IEV.W DESCRIPTION DATE DRAWN BY: IAL. TF z TILLITENG & ENGINEERING COMPANY OF TESTIENNIAssociation, Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 Dom.• 6.758 N.N.]6Th.SL,St..305.wIGUU l+W0E715,FLORIDA]]t 4268 Wcstroads Drive 2 P (305)871-1530.F hme: ox:(305)871-15.71 DRAWING No 21' '••. `<C, a-mcl:bineo0ad.com West Palm Beach. FL 33407 3 ,,i,�sjQN••.••••Cj�\`�.�` m-0006719 7„��7j AL EN1AI77A NMDA U 4 A. 5-085 c®4167 5 SHEET P.E. SEAL�S��}S�ATURE/GATE 6 1 OF 20 a'r tort■RmDlt BrADE® ne N VARIES 1.918' 1 A91• . 0 2 79' c o .200- 4�T o �� • 0454' o _ � .090 µa.1 4.371 ° 54• ��.7 u 1 e 4,857* (J HV SOLID BLADE3�HV UNIVERSAL FLOAT�ER S7J a �• OS HV 90'/180• STARTER COVERED UNDER US PATENT 5458179 QUALIFIED FOR USE W/ HV BLADE`H® O HV BQUAILIFIED RUSE W/ LADE( 1A HV WINDOW BLADES 6005-TS ALLOY AND TEMPER QUALIFIED FOR USE W HV 6063-TG ALLOY AND TEMPER 1 *SEE LIMITATIONS OF USE OF BLADE ®ON SHEET 19 BLADF.6063-16 ALLOY A TEMPER :j2p• 6063-T6 ALLOY AND TEMPER _...-�3.22T�,__. 1_500• c1 08ri 6 �7 h� 2.670• .h .56• .n ') _ .994• .810- 2.226' -- _11 012 $o I 842 a 0 4.R9Y } o 875' .092• ��', `Q 979__ ..—__—� o.o O7 HV ADJ. ADAPTER W f LIP Zi 4.438' 920 'a7s 3.226' QUALIFIED FOR USE W/ HV ®HV WALK—OVER TRACK t_ ©HV ADJ. FLOOR TRACK 13WE(!) QUALIFIED FOR USE W/ FIV 90 HV TRENCH TRACK 55' „�- 11 6063-T6 ALLOY AND TEMPER BLADE 1 QUALIFIED FOR USE W/ [IV QUALIFIED FOR USE W/ tN 6063-T6 ALLOY Al TEMPER BLADE(D ONLY. � HV RAINGUARD BLADE 10 6063-T6 ALLOY AND TEMPER QUALIFIED FOR E W/ HV 6063-TG ALLOY AND TEMPER VARIES "• 194G_,_ BLADE 1 I. 1.91 Mar. 5' o VARIES 1938• 6063-T6 ALLOY D TEMPER N i • 1.917' a _085 _083' - .08.1' o_ 0•`e3 .093• _ ._093' 'o�I I .100' RI ,O6D� 870 � + .093' _ _ -.093•�� - o 4 670 1.886' • r• 670 ,3.520 o ,5 • 3.529 670 ?Q. 11 HV CEILING HEADER 1� HV HEADER/SILL 13 HD CEILING HEADER/SILL QIFlED FOR USE W/ HV BLADE(110NLY. QUALIFIED 0603RT65ALLOY/AND BLE ROONL.Y QUALIFIED FOR USE W/ HV BLADE iCj 14 HD WALL HEADER�SILL SLE SECTIONS FOR VALIDITY.- SEE SECTIONS FOR VAIJDTTY. QUAUFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER 13LADE1@ ONLY. 6063-T6 ALLOY AND TEMPER X_ T COMPONENT A B T1 T2ig X Y t NXMN.Y MHt -. 1' 1' 0.062 > 2� 2' 0.125' 17 2' 5'MAX. 1/8' 1/8' 3' 2- 5'LOX. 0.192' 0.192' 1 SIDE ANGLES -- -- - QUALIFIED FOR USE W/ HV ALUMINUM ANGLES — 2.5• 7'MAX. 0.190• 0.190' CORNER POSTS 19 BLADE(D QUALIFIED F0�USE W/ HV .� .___ QUALIFIEDB OORREUS W/ HV 6063-T6 ALLOY AND TEMPER 50636.6A ALLOY OANUY TEMPER �.2' S'MAX. 0.139' 0.131' 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 2015 EASTERN MFTAL SUPPLY,INc. • T� ,,, BERTHA HVTM Accordion Shutter System ms's_ I L E C O SNC. A■S.S.A■ H.V. HARE#1 W/OR W/O H.V.WINDOW BADE /• = American Shutter SystemsEY,N DEscelPlroe DATE DRAWN BY: M.L. TILLT TESTING & ENGINEERING COMPANY 6355 KW.3611,SL,Ste.305.NRGH.GARDENS,/LORMA 3316 Association, Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 Phone:(305)871-1530.Far:(305)871-1531 4268 Westroads Drive 2 DRAWING No F10Fit0 :� °-"°Ee41oto�oa7iaL`°m West Palm Beach, FL 33407 3 - - '�i,,�FSs�•N•����```�� WALTER A TILLR Jr.P.E. 4 15-085 P.E. S�L7t&1�&IGPMYi)RE/DATEe ur.g 44167 5 _, SHEET 6 2 OF 20 4.660• .929 , 1/4'-10.1/2• 1 4'20 -OLE CAST 4.576' ,74g' 2.293' _ .JJ+• FW 1lAD 1�RfAe RMz=Ewa 1/4'-20 745'.. - SSM.S. BAKED PALMED ng7T�D CAST --1-- `. (2 IYPJ, HOV4N0 TRAVEL (II1 I o PI m ry o, ml OANFD PAN= 4 n o t- • 1GTiFS.5 TURN m t m � n m ~ g10B. °dca62 n r 1 A75' o .J1B _ c -- �BPAS6 CTlF10FJ1 [itA59 CMCIER ,��• e,4. I 1_rl h ' s KEYS(a.-E (CHROME PLATED) PLATED) 21 HV CENTERMATE p pR-zqx7---- 6063-T6 HV LOCK HV EGRESS LOCK QUALIFIED FOR USE W/ HV BLADED&©ONLY ECJ 0 E T 87� QUALIFIED OR USE W/ HV QUALIFIED FOR USE W/ HV ALLOY AND TEMPER OUAATT]IFFIED FOR USE W/ HV BLADE(& 1 ONLY e BLADE(I & ONLY. BLADE O1 & ONLY. E063-T6 ALLOY AND TEMPER 2 HV CORNER CENTERMATE 50.OD. Q AUFIED FOR USE W/ FIV BLADE(I)ONLY 2.874' 6063-T6 ALLOY AND TEMPER p1ASnc HEAD 1.756' .922' 2 MOLDED TO `I 4A45'- 1- SCREW I a :360•AFTER RIVETING 0- 1.000• p61 api P n 8 5' v H r _ .°s7• o N n " BEFORE RNETINC t t—DOpr j�� �a� S S. THUMBSCREW j Z4"0-20 RIVNUT* m *SER0 9444 AUJ10NJM(2024-T3 ALM LARGE RANGE TION •,� I 27',A^� m ml 822• SHEET tJUISOTf,PMI'7f 0620,AS WWUfACTURTA Bf AVDEI PLAN Fwa ELEVATION HV MALE "T" LOCK CENTERMATE 4.66' cl�xaY Tonaw.PARS11'POTY,NEW JERSEY O7Os4 oA EQUAL - PLAN FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADEOONLY 2 HV FEMALE "T" LOCK CE NTERMATE ® "T" LOCK ® HV ALTERNATIVE LOCK 6063-T6 ALLOY AND TEMPERONLY QUALIFIED FOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADEONLY QUALIFIED FOR USE W/ W BLADE(1� W/HV BLADE 0 ONLY. BLADE O1 ONLY. 6063-T6 ALLOY AND TEMPERR'' 6063-T6 ALLOY AND TEMPER .5' 917 e -1.917�__ _ -- {I 3.161 $�— m ° Y37 D THUMARlRH • .43 1 O CYLJNDER OR .�• m a .063 ..062' LEY CYLINDER .214' .214. m _ m .545' _ 1 _ o _— •_I� ^ n o� 0.875•Min. .40Opp m a 1 .125'Naw. ft HE) E 0 .0 �Al OD T C A E SOC I G 0 a QUALIFIED FOR USE W/ W BLADEQ & V QUALIFIED FOR USE W/ HV BLADE 1 & a HD CENTERMATE'S INSERT .eO.'. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER VARIES. 12'MIN, QUALIFIED FOR USE W/ HV BLADEv&Q A) f/a'0-20 S.S.OR 7/6.4-i6 1.1 0' 6063-T6 ALLOY AND TEMPER - - _ THUMBIURN AmAL THDMBSYtEWS. i1/2' - r CYUNDER (SEF DETAMS) DO - OR KEY t,S - ---._ ,S7 Mi_n.,i CYLINDER P • L �L 0.70'Mox. ® LOCKING RODS l m -t/4'o ® HD LOCK 375'0 QUALIFIED FOR USE W/ W BLADEOI LG�-���_} �3 HV0-20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK DOLT LOCK. !{�� 6063-T6 ALLOY AND TEMPER 6) HV 3f8"0-16 ACETAL l QUALIFIED FOR USE W/ HV BLADE 1 & A �@INSTALLATION WILL REQUIRE A 7/16' HOLE THUMBSCREWS FRIES S.S. THUMBSCREWS O (') DRILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED F LTU Rp ry V BLADE(1) QUALIFIED FOR USE W/ W BLADEn FLORIDA BUILDING CODE(Nan High Velocity Hurricane Zone ``�N�� �•• ✓A��' m 2015 EASTERN METAL SUPPLY,INC. BERTHA HVTM "ENS, Accordion ShutteryA S S KVDE1WOR W/O BADE American Shutter Systems TIWT TESTING & ENGINEERING COMPANYInc. DE511-1 K DATE —: f Y: M.L Association, ICt OlD 11_-_192--V13/15 MiE: 4/13/15 ���O••• Q•;'tom.``� 0355 N.W.36M.SL,Ste.305. .I-ON10Et15.1-15\331 4268 Westroads Drive 2 ��� E�QaL�-•-' Pnone:(3D5)871-:530.Faw:(305)f371-t5Jt DRAWING NO �i F••••.....••'•� � e-.nw:6TL«o0ao1—m West Palm Beach, FL 33407 3 EB-00067,9 4 -- 15-085 A'AATIH1111111111\\\\ WALTER A T1UJT Jr.P.E. 5 -' --- SHEET P.E. SEAL/SIGNATURE/GATE ftOROA ua.B+4,67 6 -- 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV HV 41 3/9"¢ 1rMIN. LE BLADE .PCE TO 8625 1D HV BLADE 1 4O i .1875'n � ® I �ppN Y x .0625 .0825' HV BLADE 1A -- ------- A=:::z Nv vnNOaw BLADE as25' setADE'S •p OPEh1N .1675' YHV LONG RECESSED NYLON BUSHINGz Y n KNUCKLE .0625-.1 10 N �, (TYP) o.D625n_ ® HV SHORT RECESSED NYLON BUSHING oz v \ I „- ® HV NYLON HAT WASHER .I (DOR ® iv N .. PORTIO RI 50 3 50 ® HV WHEEL CARRIAGE AISI 302-303 SERIES I I `� 4 ' +� 40 h I A-2. iso' X 0.870"x3/16" THICK NYLON WHEEL. 3 I I "' 1. '- 2 7/8"NM. j HV YAN001Y CLEAR 0.788.0 AISI 302 SERIES S.S. RIVETS ----'Ij---- -I- I- SEPARATION I .0625•_ 0625'3 I ea�5o0- ® IN 1 3/4" ACCORDION PIN W/ #8 HEAD * EXTERIOR --L. l i b O MADE GS i ON C 3/4' SE S+E£DWLY.T 7500, ® HV 2 3/4" ACCORDION PIN W/ �8 HEAD * L. _yi.-_-.._ I 41 4 1_, 0 4�" ^ 2 1/4' ;�'""°nE MTON �i I ' CLEAR ® POLYCARBONATE IMPACT RESISTANT HV WINDOW i IeE7wF.SF17 TYPICAL HV WINDOW BLADE AND 3 POLYCARBONATE HV WINDOW DETAIL AOR ® ® or ([SEE NOTE FOR kEOUIREYE ® QYCAR(DORR BQNIMPACT RESISTANT HV WINDOW i i I BAYER MAKROLON 3103 POLYCARBONATE 1 12'MIN.CL cE RESINS, UV-STABIUZED GRADE OR SABIC PIN REQUIREMENTS AT EXTERIOR BLADE KNUCKLE FORY — __. _ _I TO DIADE M INNOVATIVE PLASTIC LEXAN 103 RESIN I 1 I (SEE NOTE 'F• ON SHEET 19). Hy w(miI (D OR ® o � (1) HV PIN ® SHALL ALWAYS BE USED A( ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV1O OR ! i ` i POLYCARBONATE SOURCES FOR 44 HV @ BLADE. I i EXTERIOR APPU CAME , TYPICAL SHUTTER ASSEMBLY N.T.S. HV PIN f2 OR®AT REfF1RICC "m"�°0� '� Pew (2) HV PIN ® MAY BE USED IN UEU OF AND ONLY AT ExTERIOR BLADE'S KNUCKLE. PJL9fK EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O 60.324' (SEE NOTE s FOR SPLC61cWMTr Asm W92 0.043 D+A� 0.043Ib/In• BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. 0�1 ® ;J :1 REOUIREMENTS) \ II I TDISBE TE1.D SMENCM ASTM DR38 9.400 P.sJ. 9300-1! R=JU 51111 Al YaD ASTM 0298 12,500 P..i. 13.400 Ps (3) HV PIN ® OR ©W/ 1/2" O.U. 1/16" THICK S.S. WASHER O �5� I I I i j FLO DAL MOMUS AS-w90 3400w"J. 34S.Oa pel. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DE -R TAIL X, e� I i I D�cr SHEET 0 NOIGTIED moo Amt 0250 18 rT-mf. 17 n-o! I ""'o-_ WHEEL CARRIAGE DETAIL PATE Dt76 AM w DSba3 47.2 x C-1 x S pgg, ASSEMBLY LAYOUT PATE of euRNNc ASTM osis c-1 T c-1 owss �.s, sEts r�61aN Asn o1P2P 1040 1: eaD E ! A9IY G15S TMLE SIPDlCI11.tETai■0411 ASTM 8389302 pn. 6840 Pal (1) HV BLADE SOLID & �A HV WINDOW BLADE DETAILS ,FT9E5DSSS86ORC.DMQaNC ""68 6.41' . APs N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane dEl 22//� 0 2015 EASTERN METAL SUPPLY.INC. A... ���EN •�/r'=, BERTHA HVTM A.S'.S.A, Accordion Shutter System H.V.BEIDE#1 W/OR W/O H.V. WNDOW BLADE American Shutter Systems EV.N. DEs<MP11aN DATE . DRAWN RY. M.I- t p TILUT TESTING & ENGINEERING COMPANY Association. Inc. + OLD n-192 4/I3/I5 DA1e 4/13/75 ATE OF = DSSS N.W.38N.Sl,Ste.JR5,V.RGMA GWEENS.FLORID/,331 �•• Phony:(305)671-1530.Fax:(305)871-1531 4268 Weslroods Drive 2 DRAWING No F'.. ORIDP .•'c���.`� a-moo:tilt-00C4.— West Palm Beach. FL 33407 3 •NALIFR -00060'Jr.P.E 4 15-085 P.E. URE DATE RORNA Liv.d 44167 a SIDE 4 OF 20 41 m Qpp�aa•fit *NOTES TES ON HV LOCKS AND CENTERMATES• A B C 0 9 Y N S T U Vy 5 � �,1'�ea�,�a„® 1. ►1ANCNTDRf CONDITION J1: ONE HV LOCK®ar®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN ^L7 OR 12'ABOVE ORB OW 2 OF SHUTTER SPAN FOR SPANS UP TO 105',AND FOR INITALIA 0NS T ANY ELEVATION. HV LOCK(2 or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO�t OR 6 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 O mr� TYPICAL SHUTTER ELEVATION. 16 a ®• 2. 41:IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV O LOCKS Q9,U OR q§MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES OR 0 SHALL BE AS INDICATED ON NOTE(1)ABOVE LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 09-M InI 3. OPTIONAL CONDITION !9 OVD ONLY WHEN MANDATORY OONDI110N j1 OR LIM �,21iE[1 MANDATOKY CONDITION p IS USED H.V. LOCKS): LOCKING RODS%p ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY - 4aa• 5' 6 0 4 BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE LOCKING RODS 0 OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 'y= 4. MANDATDRY CONDITION -ONE HV LOCK 23 0 SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN - AND INSTALLATIONS AT ANY ELEVATION. HV LOCK( or 0 SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, N ATTACHED TOCORNER CENIERMATE W/(2) 1/4 0-20 x 1/2'LONG FLAT HEAD S.S.M.S.TWO LOCKING RODS AT TOP& BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. r MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. �H Sig _ �i3 s. O - $1•�G4 I 4B_Q2_: ONE ALTERNATE Hv LOCK 9 MAY BE USED IN UEU OF HV LOCK Qor FOR ANY SPAN AND 1 � � �GGY� INSf TIONS AT ANY ELEVATION.ALTERNATE LOCK® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMEM OF 1/4'0-20x3/4'S.S.THUMBSCREW TO®OR @ CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4'ALUM. RNNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO 1 CJ ��i��� CEJ _�•` LOCKS AT 1/3 OF SHUTTER SPAN. 8, MANDATORY CONDITION lia FORKEYSIONE MOUNTING IM &UTIONS: 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 It I �!�' , I �1 N 1-11[' 111 IT TO 96',AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK 03 or®or®MAY BE USED AS AN INSIDE OR ' ES OUTSIDE LOCK, ATTACHED TO®or 0 SYMMETRICAL CENTERMATES W/ (2) 1/4-20 x 1/2.'LONG RAT HEAD S.S. SEE END - M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/ CONNECTION OR @ TOP AND BOTTOM IS COMPLETELY MANDATORY. DETNLS ON B F E N 1 1 K L Y P 0 A V W Y SHEETS 10& I ,E, TYHTP. FULL I I1 --� -- — — *NOTES ON HV "T" LOCKS AND CENTERMATES: OF CORNER 1 . SECOND ALTERNATE TO MANDMEN CONDITION 41 VAUD ONLY FOR Hy r I= 'Ri-AND cemgmms 0 AND CENTERMATE �•J O O �T ONE ALTERNATE FN r LOCK.1a MAY BE INSTALLED IN U S OF NV LOCKS OR(�S FOR ANY SPAN AND 1 a cx 6 7 °A 8 a 10 •tr3 NSTALLATION AT ANY ETEVATION. ALT TE LOCK C3�MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF LOCK 0 INCLUDES USING REINFORCING LOCKER AS SHOWN ON SECTION FIG, SHEET 9,WHICH MUST BE 10 I`�5 w •�w 17•1�5 on --- CONNECTED TO CENTERMATES @ AND @9)W/ 1/4'0-20 x 1 1/2'LONG S.S.THREADED BOLT W/7/8.0 x 3/32' � WINGNUT OR W/ 1/4'0-20x1'S.S.M.S. INTO A 1/4'Ox 5/8'RINUT.LOCK MAY BE INSTALLED AT MIDSPAN OR 12' `J• 7O�•�°R©•OO •�� MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS®TOP AND BOTOM IS MANDATORY. iJ•ism19• -19`•@-t7,•6� *NOT S D LO E T TES: � 1. : ONE ALTERNATE HO LOCK l39 MAYBE USED IN LIEU OF TYPICAL (h HV BLADE SHUTTER ELEVATION HV LOCKS V OR qq FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION_ALTERNATE PTI LOCK 4�MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK�TO 0 IS W/3 18 x 3/8'F.H.SS.YS.,AND INCLUDES REINFORCEMENT INSERT @ AS SHOWN ON SECTIONS HOB-HVB AND HDC-HVC,SHEET 10..LOCK MAY BE INSTALLED AT MIDSPAN OR 12'WILIUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS @ IS COMPLETELY OPTIONAL.. FLORIDA BUI ING COD (Non High Velocity Hurricane one o�R ""1'% ®2015 EASTERN METAL SUPPLY,INC. BERTHA HVTM �: ��CENSF'•,9 ASS A !L E C O �N�. , . � . Accordion Shutter System ■ KV BLADE#1 W/DR W/O KV HIMOW RADE American Shutter Systems REV.W DESCRIPTION DATE DRAWN BY: M.L. STATE OF TILLIT TESTING & ENGINEERING COMPANY •O" .� sass N.w.36AA.se,See.303.H U GARDENS.FLORIDA 33A ASSOCiOtiOn, Inc. 1 OLD I I-192 4/15/15 atE: 4/13/15 Pn«e:(3os)aT1-1s3o.Fox:(3os)eT1-1ss1 4268 Westroods Drive 2 DRAWING No 6f )871- 30.Fax;(3 West Palm Beach, FL 33407 s �.••••••``G:N� WALTER A�TLLRIJr.RE . 15-085 P.E. SFAt��IUN11�U1RE/DATE FLoaoA uG.®a�1s� s SHEET OF 20 NCRETE ANCHORS POURED CONCRETE POURED POURED (SEE SCHEDULE ON OR CONCRETE BLOCK CONCRETE CONCRETE- SHE'Er 13 REQUIRED 1/4"0-20X314"S.S. REQUIRED ) CONCRETE ANC110RS MACHINE SCREWS RE.OUIRFD FOR (SEE SCHEDULE ON W/1/4'-20 CONCRETE ANCHORS 7- 17 18 ®GYS—(SEE MDIII+IING Q)I ON SHEET 7) SHEET 13) ruts o 12'Q.C. (SEE SCHEDULE ON SHEET 13) ^ _ 1" 1" --- 2 OF1 4 - -- rMin. 1/4"0-20x3/4"S.S. J EO ED MACHINE SCREWS EQ E _ USING 1/4"-20 NUIS 2 r O 12"O.C. E.D.• /2" .zso"Max. -- - _ 13 oR 5 -- I ---13 DR 15 - D.• __ I .150' -T D � 1 I .250"Max. 1 Max. I I 1 E.D � 1 i 1 D.• I i i `h 1 OPTIONAL ii �I PTIONAL i I �1.sPAW910Y I i i SOtA.EE w 9�iE1 ♦ i i MIN.SEPARATION TO GLASS _ 1 f 11 PQi aAoe a ro COR i� , EXISTING t7GS71NG i w seri 19 EDR 1 1 ' I I --O GLASSi ; (SEE SCHEDULE ON SHEET l)� WOES IDs lF4T i MIN.SEPARATION TO CLASS GLAS$---1 -___ I ___ _ r(SEE SCHEDULE ON SHEET 11) r- EXISTING I1 1 OA HV WALL HEADER INSTALLATION cxAss I I ©HV WALL HEADER INSTALLATION (g) HV WALL HEADER INSTALLATION + KEYSTONE EXISTI I - - -- - MIN.SEPARATION TO GLASS G�tt^ WK�M �♦ (S(f SCHEDULE ON SHEET I1) 1 i TO OESTE I I 1 DR I MIN.SEPARATION TO CLASS I I 1 1 EXISTING AA so ON DEET i(SEE SCHEDULE ON SHEET 11) °�S '-11 FOR MACE VAIV I I ON 94ET 19 FTA µµLQ�I I LUrt�II l 1 WnSmsQ7) U1I EXISTING i T I ice-OPTIONAL 1 C_ \ I I - N E a � Max. 111 III I 1 1/a'Max. OPTIONAL I_r 1/ r-- /tthClnl - 13 OR I r Q12 OR04 L -- J L I _.__1/4'o-20x3/4'S.S. rI Min L O_i-E PHILLIPS TRUSS HEAD 1 L 1/4'9-20x3/4'S.S. PHIWPS E ° MACINE SCREWS USING CONCRETE.ANCHORS -TRUSS HEAD MACHINE SCREWS --� CONCRETE Analogs --- 17 18 I 1. 1/4'-20 NUTS a 12.O.C. -- 1 (SEE SCHEDULE ON W/ 1/4"-20 NUTS o 12.O.C. (SEE SCHEDULE ON SHEET 13) �� Min. POURED RETECONCRBTE� SHEET 13) POURED GONCREfE OR CONCRETE BLOCK ON CONCRETE BLOCK 1'— CRETE ANCHORS REQUIRED WALL REQUIRED �p� HV WAlL SILL INSTALLATION / (SEE SCHEDULE ON HV WALL SILL INSTALLATION POURED Co SHEET 14) OR CONCRETE BLOCK WALL REQUIRED �E� HV WALL SILL INSTALLATION ND,F F°R°°MBIN^D°N°P�r°TI°N5. INSTALLATION DETAILS W1 1- SEE SHEET 4 FOR TYPICAL SHUTTER •G D. =EDGE DISTANCE `' ASSEMBLY ♦ SEE UM A,IONS OF USE FOR H Y BLADE 2- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) BLADE lA ON SHEEr 19 _ IN ANY WAY TO SUR ANY INSTALLATION. 111111IE17 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ```�P�t�R..:.,��!/j•'�,�� ©2015 EASTERN METAL SUPPLY,INC. \\CENSE .•9 _� BERTHA HVTM ` ITL�EC O �N�. A■S.S■A■ Accordion Shutter System H.v.BLADE y1 w/OR w/o Iry VANDOhY @.ADE American Shutter SystemsREV-N, DESCMPT10N DATE DRAWN m: M.L. -p: - TILLIT TESTING & ENGINEERING COMPANY OF :�� N.W. GA SL,u�.Baa,NFAL GARDENS.nO9oA all Association. Inc. 1 OLD 11-192 4/13/15 are 4/13/15 4268 Westrocds Drive z Pnoml:(305)871-1530.Fax: RDNS.FL 1571 DRAWING No �(ES •.,, G� `�: a-mail:meawooa.aan West PQIm Beach, FL 33407 3 15-085 �ONA 0E`�p1```� 9 4 WALTER A°TLLIT1J,.P-C. g SHEET P.E. SFA(_f SI NATURE/DAZE n°ROA Ma.0 4+107 6 6 OF 20 POURED CONCRETE ANCHORS 1 ,SEYA^AAXE+ f I CONCRETE (SEE SCHEDULE ON SHLET 13) I TO GLASS(SEE • ' 1 OR EXISTING i ' 1 L SEE 10 GLASS REQUIRED i FDCE OF -'1 OUtC901EDLILE oft m , CLASS--! Mnaunttt i i( satT tl)D ;I T --STAB IF i ONO O is FE" r ro awn I o. APPLICABLE msST1Nnss-/I El06Q)A O \ -ISSN s A TExNATE I I ' 1 1 I E%1mNGANCII t✓ i LOCATION 'i GLAS t i 1 1 1 #10.3/4'HEX WASHER HEAD I I '1 11 13-15 I 3/a Mw. TEK SCREWS 0 12'D.C. EDGE IF 3/8 Mww� CONCRETE ANCHORS )'I ' 8 APPLICABLE a 6 t 7 I (SFE SCHEDULE ON SHEEP 13) E EDGE OF ENSTINGASS I I i i EDGE Of—, ,{' 'I' / SLAB IF p, GLASS— STAB IF /t 1/2 1 eDGE OF APPLICABLE .1 ' roque APPLICABLE - E.Q.- - E. SLAB if O. APPLICABLE POURED/ D.• - CONCRETE ..�T FZAD CONCRETE ANCHORS --I 7M)"'g p POURED _ _ _ CONCRETE REQUIRED (SEE SCHEDULE ON SHEET 14) w Situ n rut 1 OR CONCRETE REQUIRED FLAT HEAD CONCRETE ANCHORS I NAEEsrod9 REQUIRED E.D.'-- --E.0.s--- (SEE SCHEDULE ON SHEET 14) 11 .TRENCH INSTALLATION VAUD ONLY FOR UP TO +70, -75 PSF A.S.D. �F HV FLOOR INSTALLATION t J HV WALK—OVER INSTALLATION DESIGN PRESSURE RAEET TING&FOR SPANS PER SCHEDULE #3,(G) HV CEILING INSTALLATION EXCLASS J ul`0 GLASS I --- CONCRETE ANCHORS —� _--- (SEE SCHEDULE ONS 1/4'0 RW BU6f+3(1MOON W/ �'aaET t0 I 1 I SHEET 15) ADJAt�71400FOR LI o.am Iq t I EXISTING 1 . _ _. tFRwOtocl Ut I/4'0 TOvhRS EXISTING -� Imo smvumw ro rawss �t GLASS—I - FAS04 is TAPPET+Aram W/ MAX. CLASS -i(=wtawc w%w 1t) 1 ypA YF'NMtaR 1D 1 3/4"NN.EY-0*SPA O 6' 11) ' QG TVR lM TD 6'-0'STAN N81 1�1 ' I I `I' r ac Fca e- IAkx Tuw ' i -rIM/4 r}, T APPLY SOLA T AT rE�r FAASItNXR WEADD 1 DTP.)(SEE NOTE tt w s¢r 11 �.._ 1/2• 9 i PON NQq 3/8" _ . MAX i o I -—O OR 15 D'• 'I k" _ NASHEOx3/R4•HfAD HEXE. CONT.SOwI+T-�_iti _ _l} "' i t 14.3 4- HEX HEAD - 0 12O.C. ' iJ / ss u5 TIXSCREVTS®9"D.C./ CONCRETE ANCHORS 3 _ _ 6 • L_ 4x3/4'S.D.S. _- iii11/ ' ` U9NO i/4•s-20OR 1 4.0-20 S.S.M.S.1/49'O.C. i (SFE.SCHEDULE ON 19.0.C. Ma.. ,• ; • o tTO.417 oR T8 17 18 .• t.:a,: 2.00'MIN.S, oWALL M34 asanc NON�SROA'TUR•1L EDGE OF •1:•• E:D �) SLABA I4,,-/-I-_r.H.S.D.S. .MINf1 7 8' = 1 7/8- APPLIY .-CONCRETE 6YCHNOTE 13(b) \ .1 0. - �W Uf �TE D PUUREI CONCRETE (SEE SCHEDULE ON ON SHEET 1 SEE NOTE 13(b) • ti t — D. --—--- - OR CONCRETE BLOCK SHEET 14) POURED CONCRETE ON SHFBT 1 ._ --- --- REQUIRED OR CONCRETE BLOCK REQUIRED �KEYSTONE MOUNTING INSTALLATION ornONAL CON(REREED HV WALL FLOOR INSTALLATION `L� HV WALL WALK-OVER INSTALLATION MAXMW ASD.DESIGN PW-O"S:.64,-72 r>'r REQUIRED uAxuUM 4NTTR 9'FJF 8'-0" (J HV RAINGUARD INSTALLATION t rrQ>F NOTE EOR COMBINATIINSTALLATION SHALL ON OF SECTIONS: t 11110VABLE WHEN PERFORMED E. D. =EDGE DISTANCE PD,IACENT TO AN OPERABLE EXIT SEE IIMITATIONS OF USE FOR 1-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECFlCATIONS ON SHEET t3) OR ENTRANCE BLADE 1A ON SHEET 19 INSTALLATION DETAILS W/ C0 BY BLADE ASSEMBLY _ H ANY WAY TO SE2-MO ?MfTING A" sNY INSTACAN LLATION. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ``A1 P,'fit� ., C()2015 EASTERN METAL SUPPLY, INC. �\CENg_F ■ ■■ BERTHA HVTM A S S A Accordion Shutter System n- Z•--.- _ I L E C 0 �N c. ■ rtv. BLADE W=W w/OR w/o Kw aDe a American Shutter Systems REV. DESCRIPTION DATE DRAWN BY. M.L -G'• `STATE OF ;�` TIWT TESTING & ENGINEERING COMPANY Association. Inc. 1 OLD 11-t92 4/13/15 DATE: 4/13/15 ti355 n.W.xtN.st.,Se.3W,MRGWA CAROM.FI ORDA 33t Pnona (305)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 DRAWING No 7:cn�caoaaL�am West Palm Beach, FL 33407 s sSi�N�+)-1�;, ��` WAL7EA AWOLR1Ur.P.F. 4 15-085 P.E. SE'Ai 7Stu" 6'E/DATE FLORIDA u. J 44167 6 SH7�OF 20 SEE END WALL CON ECTIONILS ON SHEETS 10 & Ift SEE NOTES ON LOCKING RODS 0.HV LOCKS©°r OUT 3r 5. IN i EXISTING CUS5 INSTALLATIONS WZ 1 HV **BADESLA KT DETAIL L HW IOCK ISVAUD ON FOR ALL BLADE W HV CENTERMATES cErAtERMArES APP11GTgn WITH BLADEQI OR SEE END WALL CONNECTION 10•�°°©'®°©'©°" —EXISTING CLASS DETAILS ON SHEETS 10 8t 18 2•.z'x1/B':Q'-x" 1 I ®•®°R 09•03 w 19 r� 3 1/4^ 7• ... .-._._ 6 1/2• J 7• (GG83-Ta AI10Y)ALUM. OPPOSING SYMMETRYCAL ANGLE W/(2) +/4•o TAPCOn 1/2• a©' ANCHORS TO CONCRETE I- CENTERMATES CENTERMATES MIN. SEPARATION (TOP/BOTTOM)& .. 810x3/4'S.N.S.O ,z• W HV LOC- K or tic (sEE SCHEDULE (41#10.1/2•sus.10 7UF1E 0.0.GULL LE 12'HT. WZ HV LOCK or —/ —__�e,'. 1t� AT EACH ANGI.F(iYP� • * 3ON SHEET 11) 5 ® � " 35* IN 1 ILI -- -- --- - �._ - -- __ - 5 , 1O 90 „l 1/2. a 2 - ' w®w©'�04®�10 •�°° ® HVB OUT ® � �* HVC 1°•�d©'©0©'� ©°R®a©'O°^®w 1 D"®3 4A CONNED CONCRETE OR HVA OO•© O'O•� EXISTING CIASS CONCRETE HI.00K WALL 6 • 7 w 6 7 wt 10=�ca©.®rn©.©a �— REO ED g . w 6 7 w snnc © © 0 O ® SYMMETRICAL * IN 7O'© O O'® MIn.S�L�ARAnoN Mass 8 •®�19.03 a 1®•05 EXISTIN CENTERMAT S ©•Oe t©•®"®•©° To SCHEDULE 5 J -GLASS 1 1k (SEE SHEET 11) ® m ©* c W/.HV�OC 6 �IGNTERIOR) ON SHEET 1 I) m MIN.SEPARATION ©`® _.._._ _ Ai TO GLASS(SEE SCHEDULE I N OPTIONAL ON SHEET II) (INTERION) i - -— - - - -- - - =---- --- - *� - coNcr0 HORS C O- 16•O.C. ®q ® 13-) VARIES i OUT 6 1L2L MAX.SLACK_ --- -- -- * (EXTERIOR) HVE HVF** OUT HVD FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 1``AS`111�„Ip 1IIT� 'A' 0 2015 EASTERN MLTAL SUPPLY.INC. �,.���E..••••.•..ir,;•,,, BERTHA HVTM "� ASSA I L 7c O � ., A. Accordion Shutter System KV BADE#1 W/OR W/O KV WWOW BADE TICCIT TESTING do ENGINEERING COMPANY American Shutter Systems Ey, Or5CFJFTION DATE DRAWN BY: M.L. • 8.115 N.M.3GIA.5L,Sle.JOS.YWGR°A CN,OEt✓v,RORM JJI Association, Inc. 1 OLA 11-192 4/13/15 DATE: 4/13/15 o'• STl1[�OF 4268 Westroods Drive x ft... (305)871-1530.F..:(305)571-1531 DRAWING No —61:ult-7.1 °m West Palm Beach. FL 33407 s 15-085 EB-0006719 �i,��AzFSS�op...-�c� ``�.c WALTER rt Ro IDAAL c P 4n167E 5 SHEET P.E. S�tAL�a{N�Ai1'1itE/DATE 6 8 OF 20 ALTERNATE INSTALLATION W HV "T" LOCK HV MALE F ALE "'T"'-LOCKS CENTERMATES aw 9 LOCKERS at V nj HV BLADE SEE END comanoN amp ON SHEETS 10 & im INSTALLATION n HV BLADE OUT IN `1�°�"NG Q5 BLADE Osua(BETA&NW.NucK7ED ON SI4ET 8, Wf HD CENTERMATES AS WELL AS uNMS SALSKEET. T.Wy elAOE®ol:TAIL Nal-M/D. $EF END WALL CONNECIION 10 am 6 7 w 8 t Dd1IG7ED ON TMS SNEEi,WY fai V5[D M:,H 1f16 Ki DETAIL$ ON SHEE7O 10 r 18 ®�'®'�®•©"' INST noN DETAIL 1IVG 511'AN w TALC S,NEFr. 00 (LaQI-T6 ALLOY)ALIAL m©.® ---35# 35 __E..=(1.1%.= 5 ---� (oP7roNe1J <x _(° xW ___ _ _ _ (.)/,0,1/2•SMS TO TINS -1,x3/4•SMS,O 12- a FAOH ANCM(7T1') a0.f=L LON Nr. t I N (4)H.V. _)=N- (4)N.Y. 5 w. �i 3 30 LOCK(INSIDE) - ---- — O PIKS 1TYP.) v Hs 1 ---fit- - -- - -•-------- - —�---- -- - �-•--- - ---- fl-TA 1 28 29 1 1 1 ,n• g ' S Q _ A — — �" OUT 31 oa 32 33 31 Da 32 31 oR 32 �- 31 OR ©2 0-20 x 1 1/2" S.S.M.S. 4 35* (uPuaa*U *SEE LOCK, NOTE 6 FOR EI LOCI(®. * © W/ 7/8"0 x 3/32" WINGNUT. (olmSNrL)HDB-HV9 OUT HDC-HNC SE ACT,ON R HV 5. �MMETRICAL HD CENTERMATES ©0 HV "T" LOCK (OUTSIDE) SYMMETRICAL HD C�yTERM9TE5 yV/F3 LOCK (MER.QR) W/ 5 NOCK (INTERIOR j'SatES 9N4µUWM1M HVG* (20x4-T3 ALLOY)LARGE FLANGE TKJN 00iO�'®m SHEET NUISERT.PARE/0820. 131-0-ID-0.0- AS MANUFACTURED BY AVDEL MERRY TF ...PN6WPINf.NEW JERSEY ©•O•©m©•O7 •®m 07051 OR E(X I --- --- —© *YE NOMS ON WW o= NO LOOKS ON SCFE 5 ELDAm+c Butt®Gnw Nm-Nwrs wN�Aar,Au L9Nroauns An3xAlws,mN aAOE O HDD—HVDts FLOATING STACK FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ®2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM �=� IL E C O tN�. .A■ Accordion Shutter System ■S■SFLV.BADE#1 W/OR W/o RV.WINDOW RAX : Q' �/ `*_ American Shutter Systems V. ocsempnON DATE DRAWN BT: MA_ TILLIT TESTING & ENGINEERING COMPANY �... TATE OF �0;= 6S1%N.W.Sun.S.LS3 .S1..3G5.VONu GARDENS.FLORIDA 3316 Association. Inc. 1 OLD 11-192 4/13/15 wIE: 4/13/15 4268 Westroads Drive x ,• .\ ` Pnonc (305)671-1530.Fnz:(305)67t-1531 DRAWING No a-rtwil: 00060aa.w10 West Palm Beach, FL 33407 3 15-085 '''�ss/ONALF��`d�� WALTER A TILUT J,.P.E. 4 ,1" (LOREIA uc.1 44167 s SHEET P.E. SEI1tf S'I�NATURE/DATE 6 9 OF 20 POURED CONCRETE _ POURED CONCRETE URED CONCRETE -POURED CONCIETE OR OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL OR CONCRETE 13LOCK WALL REQUIRED BLOCK WALL REWIRED REQUIRED BLOCK WALL REQUIRED —EXISTING GLASS( EXISTING GLASS CONCRETE ANCHO _ 1 EXISTING GLASS — —�S y ( 2'MIN NC GLASS a 16.O.C. r JJJ 7 2•MIN:- 1 MM.SEPARARON PA —_ I'- -Tj TO GAS(SEE ABN.SEPARATION MN.SEPARATION ED EQ TO(AAs(� 1�i FOR au OAS To CLASS(SEE i To Mass(SEE I i SCHEDIJ-E ON SHEET 1/16•x3•MAX. ON SfA 19 FOR 1 E CN O� SCFEDIAE ON SHEET _ 11 FOR BADE01IND 71 FDft EBJ•DE FANO (6063-T6)CONT. ®� ��® ON SHEET 19 rOR 1/2 BLE SHEET 19 FOR tUc ON SILT 19 FOR ALUM.CLOSER T� f3!'D60& LOCATE AT ` �&Q97 mTER SIDE 1 - BLADES O&G PLATE(LOCATE 0" '- OF SO) AT EITHER SIDE MIN \ I —' OF& / I J d•USE I'OR 2•MAX. #1oxT/2'Sl.1s. Wk / I ----- (As APPuu1eLE)ak1/e•A'-z' ---- � #10x1/2•S.M.S. _____ ® 16-O.C. --- ALUMINUM CUP ANGLE ' ! ® 16'O.C. ! ----- 4 ` (60G3-T6 ALLOY)AT MIDHEIGHT (1) #10x1/2'S.M.S.TOQ4& (2)1/4.0 TAPCONS ANCHORS TO SEE DETAIL%FOS ) OR OTHER SIDE OF O)) AT i OR SIDE CONNECTION I OR SEE DETAIL X FOR COR ®• TO TRACKS SEF.DETAIL X f 4 SIDE CONNECTION ®m©•Q7 m 8 0•®m O m®m©•O7 m© 1p•®m m m )- 7 m 8 10•®m TO TRACKS m�a�Qm g`1O,®m 10m SIUE CONNEC110N ®• �1_ ®°"©•@-0•®m TO 1 :0.0- (9-0- 10•®�'©''LN-©'®m ©•7Q'©m©•O7 '®°• 6•Oj •©m©_•�O7 •®m Q•Q•0m��•0•'(9'0' ©•@•©o•©•Q•®m ®'®m®•®`•.®•®m ®,®m©•®m©.®m © ®m®•®mI®mp® ®m® ®TAI m®® END CONNECTION DETAIL(J) END CONNECTION DETAIL END CONNECTION DETAIL 0 END CONNECTION DETAIL Q •F REQUIRED ONLY FOR SPANS GREATER THAN.12••-0' POURED CONCRETE OR CONCRETE BLOCK WALL EIGSTING 4 /EXISTING GLASS -LASS ______L _.REQUIRED __ _( tet MN.SEPARATION V11/2•S.M. IN LA55(bilATIO a I6 .c. MN sErAwDtoN Y 5"------ --- -- HEDULE OE 11JANp CONCRETE 1/2'NTN, TO(LASS(SEE 6 OR®DR�OR ON 11 OSHET7RB 19 FOR ANCHOR E I Bl D OAND 0 COANCREINCHORO.C. E/i rj QIAOCS�19 FOR@® ® __ ) OR OR 1 OR(g H 16' —1/21 MIN.-'-•-� � Q O.C. EQ 6 OR®OR(DOR 2•MIN. 2•NIN. j ♦ SEE UMHAnONS OF USE FOR BLADE to ON SHEET 19 �OR i 3 OR�OR�OR� VIEW Y 5 4OR ®' PLAN DETAIL X aR ®� ! m®m©• 7pm© 10•HIDm POURED CONCRETE OR ®m©•Om Q 1D•®m �- �j END INSTALLATION TE CONCREQLOCK WALL REQUIRED 1©•Ow©m0 O®m � HV BLADE OR dA HV WINDOW BLADE INTO 10m®m©• ©'®m CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL5Q ep•®m®•®m®•®m®® END CONNECTION DETAIL @ ® ®m® ®a® m®� FLORIDA BUILDING CODE Non High Velocity Hurricane Zone S �R A.TI(� �'� 0 2015 EASTERN METAL SUPPLY.INC. ,�'P�,•" r�, BERTHA HVTM �CEN ,9� ASS A IL E C O �N�. Accordion Shutter System KV. BLADE#1 W/OR W/0 KY.WNDDN BLADE n > �lJ� k= American Shutter Systems tEv.k DESCR"ON DATE DRAWN BY. M.L T TILLIT TESTING & ENGINEERING COMPANY STATE OF :C Sass N.V.awn.S.S1..305.vww4A GAIMENS,FTAROA 331 Association, Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 •• PNono:(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 ,e'•., ORID a-moJ:1III.coTBaaxom West Palm ©each, FL 33407 3 DRAWING No %,Fs ••........N��\���, EB-000671915-085 A.m WALTER ur j,P.E 4 FIORNA Uc.j 44167 5 SHEET P.E. SFikFjkJIG111ArURE/DATE 6 10 OF 20 SCHEDULE N1 SCHEDULE 92 SCHEDULE $3 MAXIMUM SHUTTER SPAN'` "L+' OR 1-- MAXIMUM SHUTTER SPAN* "L+' IMUM SHUTTER SPAN*'L+' (ft.). FOR INSTALLATIONS W/ SYMMETIRIC& OR "L-' (ft.) FOR R -L-- (ft.) INSTALLATIONS INSTALLATION LEGEND CENTERMATES,(D &®or QP or INSTALLATIONS W/ WS CONCRETE & WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK (23 or ® Or or O)�1� & & W/ ONE HV LOCKS MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. HD LOCK ®1Y/ NO LOCKING RODS or ONE HV LOCK or or® L-:MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMATES & W/ ONE HV Y W/ NO LOCKING RODS OR W/ NO LOCKING WALL A, S. C. D. E. M, N, O, P, O, A.S.D. DESIGN PRESSURE RATING. LOCK® W/TW LOCKIN RODS®TOP & (SEE NOTES t,tt) ODS MOUNTING F, K & L R, S, & V. (VALID FOR MOUNRNC 11 (2)PROCEDURE i0 DETERMINE MAXIMUM SPAN FOR BOTTOM SEE NOTES tt) SHEET 7) FLOOR/CEILING G. H. I, 11, J T. U. W & X WALL MOUNTINGS(TOP/00TTOM) OR FLOOR/CEILING: CONCRETE&WOOD INSTALLATIONS O CONCRETE&WOOD CONCRETE I MOUNTING & M 4".DESMws.ncEvrr+ NIA tiyMAXUUM D' UlSCN INSTALLATIONS A POSITIVE A.S.D. DESIGN PRESSURE RATING, PRCVAW WALL MOUNTING FLOOR COLING Pia 'MALL MOUNTING PRESSURE DETERMINE MAXIMUM SPAN •L+' FROM SCHEDULE PATNO & PATe�G FiooR/cEw R uounlwc CNEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING, Mod O MING �ppR/OFIIJNG NOUNI(NG OR (P•`Ll (P...rJ OR DETERMINE MAXIMUM SPAN 'L FROM SCHEDULE. I. _) (.0R_) —L ___ ____ L12ALLALL MOUNDNG O MAXIMUM SHATTER SPAN 'L+'OR "L FOR L/ (fl) L-(ft) L f (� L-(ftl Li-(s) -I.-inj L (n) L-(nl INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 30 OR LES 16'-0" 16'-0- 16'-0" 16'-0' 30 _ _ 16'-0• 16'-0' 30 16'-0' 16'-0' 105 psf.A.S.D.DESIGN PRESSURE RATING. 7 I DETERMINED SPAN BETWEEN 7+'AND 'L- 35 14'-10" 14'-10" 15'-2' 16'-0' �35 _ 14'-10' t4•-10- 35 15'-2' 16'-10' 40 13'-10' 13•-10' 14'-2' I5'-2• _40_ _ _13'-10' 13'-10" 40 14'-2' 15'-2' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1' 13'-1' 13'-4' 14'-3'_ 45 13'-1'_ _13'-1" 45 13'-4' 14•-3'__ t HV CORNER CENTFRMATE#3 MAY DE USED AT All. COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5' 12'-5' 12'-B' 13'-7' 50 __12'-5' _ _12'-5' S0 12'-3' 13•-1' MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: SHALL BE AS INDICATED ON MANDATORY CONDITION 2 55 I1'-10' 11'-10" 12'-t" 12'-11' S5 _ il•-10" I1'-1 D' 55 11'-1' 11'-11" FOR A GIVEN POSITIVE AS.D. DESIGN PRESSURE _ 60 11'-4' 11'-4" 11'-7' 12'-4'_ -__GO 11'-4' I1'-4'-� 60 10'-2' Ip'-11' NOTE B5.SHEET 5. RATING: 65 10'-10" 10'-l0' 11'-1' 11'-11' 65-- 10'-10'- -f0'-10" _ 65 9'-5' 10'-1" DETERMINE: _ _ Lt+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'-G' 10'-6' 10'-9' I1'-5' 70 _ 10_'-6' 10'-6" 70 81-9' 9-4' L2+- MAX. SPAN FOR FLOOR/CEILING MOUNTING 75 f0'-I' 10'-1' 10'-4' 11'-1' 75 10'-1' 10'_1' 75 - 8'-9' 'tt EXCEPT THAT MAXIMUM SHUFTER SPAN'L+-OR INSTALLATIONS. 80 9'-10" 9'-,0" 10'-0" 10'-9' 80 9'-10• 9•-t0' 'Z-'AND MAXIMUM ASD.OESING PRESSURE RATING FOR TOR A GWEN NEGATIVE AS.D. DESIGN PRESSURF. 85- --. 8'-6' 9'-6' 9'-9' 10'-5' 85 ._ 91_6' ....9'-6' INSTALLATIONS INTO CONCRETE OR CONCRETE 13LOCK RATING: -- SHALL BE LIMITED AS FOLLOWS: _90 ...._9-3' 9-3' 9'-5' !0'-1' 80 _ 9•-3' .......9_-3"_.. DETERMINE: 9'-2' 9=10• 95 9'-0" W-9" LI CONNECTIONS T2 KEYSTONE MOUNTING Lt-= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. _100 W--9' 8'-4' 9'-0" 9•-7' 100 8'-9" W-4• LIMITED TO +ON SH Tp...I.7.AND 8'-0' SPAN, SEE Lx-= MAX. SPAN FOR FlAOR/CEILING MOUNTING MOUNTING MOON SHEET 7. INSTALLATIONS. 105 B-7:-- 7•_t 1' 8'-9' 9•-4' 105 8'-7" 7'-11' 8'-7' 9'-2' 110 W-4' 7'-7' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 8_2' 7'-3• e•--4' -1r 115 `6•-2' 7'=3' SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN It+', 'Lt t', 'Lt-"AND 12-" 120 A'-0' 6'-11' 8'-2' B•-9' 120 8'-O' _ 61-11' (4)GO To ANCHOR SCHEDULE WMI FINAL MAXIMUM __ _ 125 _7'-10' _6' 8'_ _8'-0' 8'-5" 125 J'-10' 6•-8' ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 7'--8' 6'-5' 7'-I0' 8'-1' 130 __ 7-8' 6'-_5 WIND ZONE PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7' 6'-2' %•-9' T-9' 135 7•-7' '6-z' MINIMUM SPACING. 140 — "r s' s'=ii 7•-7• 7•-G• 140 7--•5' -„• ASTM E-1996 SEPARATION _ 145 -_- 7'-3'_' 5'-9' 7•-5' 7'-3' 145 7'-3' 5'-9' TO GLASS 5•-7' 7'-4' 7'-0' 150 7'-2' -5•-7' _ is5 T-G" s•-5'_ J'-2' 6'-s' 155 T-o• s`-s' 1 THRU 3 1" _160 6'-ii' S'-2' -7'-1' 6'-7• 160 W-11' S'-2" 5'-1" 7' U' 6'-4' 165 6'-IU' 5'-1' __170 6'-9' 4'-11' 6'-11' 6'-2" 170 175-- 6'-7" - 4'-9'..-9'--9' 8-0'- 175 6•--7" —T 6-6' ...4•-8• 6'-8- b'-10- 180 ti. 4'_11' HV BLADE _ 1_85 _ 6'-5' _ M1'-6' 8'-7' 5-8' 185 6•-5' 4'-6" 190_ 7-4' 4'-•5• 8'-6' S'-6'- - 190 6'-4" 4'-5' 195 6'-3' 4•-3• 200 G'-2- 4'-2' 6'-4" S'-3• 200 6'-2' 4'-2" zos 6'-1' 4•-1'-_6'-]' -1" 1 205 1 6'-1• 4'-,' FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone 0 2015 EASTERN METAL SUPPLY, INC. �tT!f$,,T�.,, BERTHA HVIM IL EC O Inc. A■S■S■A■ Accordion Shutter System H.v.aaDE#T w/OR w/o KV. W1NDoyv RADE / = American Shutter Systems 4EV.lk DESCRUMN DATE MWN BY:tncLY. G. (-" :*._ TILLIT TESTING & ENGINEERING COMPANY ASSOCIOtIOn, Inc. t OLD t t-192 4/1J/15 DATE: 4/t3/t5 Tk _ rats N.W.361h.SL.S1,.DAs•HRGM aysENS.Floaaw 331 AAs Association, Drive z Ph—:(305)871-1530.FP,:(315)871-153( DRAWING No 41 a-mol:tilteco0ool.com West Palm Beach, FL 33407 3 15 O,( FCOR10?,•�e o`er WALTER A. 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SCHFDULF FOR A GNEN MAX, SHUTTER SPAN, SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES M.D. DESIGN NE7;ATNE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCREIE BLOCK INSTALLATIONS (SEE MOUNTINGS E,G.&H ON SHEEIS s&7) 1.ANCHORS TO SUBSTRATE SLW1 BE AS FOUAWS: POURED CONC EW/CONCREIE BLOCK POURED CONCRETE (q ro EXlsnnc POURED CONCRETE.(IdI1.r•G-3 k4p MA=N OE WALL SILL MOUNTING ©CEILING MOUNTING HO FLOOR MOUNTING - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS wWUFACTURED BY I.T.W.BUILDER.(ROTI.re=3 ksi) SPAN ANCHORS SPACING LEGEND - 1/4.0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY.(Nin.FC=3 kai) (R) kSJL DEEM WHINE PRESSURE RAM UZO kSIX U SIM NVAEAE PRESSURE RUM DOW LEGUME PREZURE fU11BKG - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC.(Mie. CD-2 kai) 30 140 160 175190 120 160 205 30 40 6D 75 s0 120 160 205 JD 40 60 75 00 120 160 205 TAPCON OR - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 14 2 0 9 B e s 3.5 I4 72 l0 9_ 0 8 e 6 t4 12 t0 9 8 8 6 G TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED UCENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. 4 12 f0 B B 8 6 0 14 12 10 9 0 B 8 8 14 12 10 9 8 B 6 8 THREADFORM TECHNOLOGY (Min CD=3 ksi) OR LESS 14 12 10 9 B B 8 6 14 12 10 9 B 8 6 8 14 12 10 9 8 8 6 5 �-POINTS SOLID-SET 14 12 10 9 8 B 8 7 14 12 10 9 b B 6 8 14 12 10 9 8 8 B 8 BLUE TAP W/CPP MOTIFS: 7s 12 10 9 8 7 55 ]5 /4 12 10 9 8 B 6 6 14 72 t0 9 6 e '6 5 TAPPER+ 0.1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 12 10 9 8 6 G 6 14 12 f0 D 6 B 6 6 14 12 10 9 B B 6 55 ANCHORS IS 1 3/4 AND FOR BINE TAP W/CAP ANCHORS'6 1 1/2 7. 4'-0- 14 12 10 9 8 8 G 4 14 12 10 9 6 B 6 45 14 12 10 9 8 6 4 35 0.2)MINIMUM EMBEDMENT OF 1/4'0 s 3/4'ALL POINTS$IUD-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE.NO EMBEDMENT 14 12 10 9 8 8 6 4.5 14 12 10 9 B 8 8 5.5 14 12 10 9 8 8 6 45 INTO STUCCO SHALL BE PERNJTIED. 1/4-D-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2-LONG MINMUM SHOULD STUCCO D(Sr,AND la 12 ,0 _9 75 5.5 3.3 - 14 12 10 9 6 6 B 5 14 12 10 9 6__7 35 4 4 GLC O Al OF USE FOR 1'MINIMUM FOR WALLS WITH NO STUCCO. 14 12 10 9 B B 6 8. 14 12 10 9 0 B 6 55 14 12 10 9 6 I 6 41 BLADE 5Hf1T 19 14 12 10 9 '8 7 4 - 14 12 10_LIA 65 5 35 14 12 10 9 85 8 3.5 3 0. GS 3)IN E THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EOSTTNG WALL OR FLOOR 14 12 10 9 8 75 43 - 14 12 ID 9 B 8 6 45 14 12 110 1 9 1 8 6 4.5 .75 ANCHORS SWILL DE LONG ENOUGH TO REACH THE MAIN STRUCTURE BE76ND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 9.5 75 8.5 15 - - 74 12 10 9 8 7.5 SS 4 14 f2 70 9 8 8 4.5 JS NOTES AA)&A2)ABOVE.FOR INSTALLATIONS GN VRA,SIDING OR EFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 14 12 10 9 B D 6 - 14 12 1D 9 8 8 6 5 14 /2 10 9 8 65 '5 JS INSTAUATION INTO EFS WITH METAL STUDS SEE SHEET 20. 6'-0' 14 12 10 8 7S SS 3 - 14 12 10 6.5 755 4 3 14 12 B BS 55 4 3 14 12 10 9 8 0 - - 14 12 10 B 8 65 5 75 I4 12 10 85 B 5 4 - (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 14 12 B 65 55 J - 14 12 10 D_ 8 65 4.5 35 ll 12 10 B 7 5 35 3 - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY I.T.W.BUILDEL. 14 12 10 9 6 B - - 14 12 t0 9 d 7 S 9 14 12 10 9 75 55 4 3 - 1/4'0 x.3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED 13Y ALL POINTS SCREW.BOLT&SPECIALTY COMPANY. 7-0 -- - - - - - - 1/4-0 BLUE TAP CONCRETE ANCHORS W C 14 12 10 8 65 _!- - 14' 12 9 L5 -6'45 35 14 10.5 7 SS 4S 3.5 - - / AP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC. 14 72 10 85 7 4 - - t4 12 1D 9 75 55 4 - 14 12 s M.15 4.5 - - - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY All POINTS SCREW,BOLT&SPECIALTY 74 11 7 55 4.5 - - ,4 12 l0 9 75 55 4 - 14 12 9 7 6 4.5 3 _ COMPANY OR ANY OTHER APPROVED LICENSED OR AURHOR17Fn VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. 8•-0' 1412 10 3 8 6.5 - - f4 12 10 0 B 6 4 - f4 12 10 8 65 5 3S - NOTES: 14 12 BS 7 5S 3 - - 14 12 8 6S 55 4 3 25 95 6 5 4 3 - - &1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPE7i+ANCHORS IS 1 1/4'AND TAPCON 74 12 95 75 6 - - - 14 12 95 B 65 5 - - 14 12 8 6 6S 4 - WITH ADVANCED T14READFORM TECHNOLOGY ANCHORS IS 1. 13 95 85 5 J.5_ - 14 12 10 0 65 5 14 12 8 8.5 5 4 B._0. 14 12 10 9 B_ - _ - 14 12 10 9 7.5 4.5 - - 14 13 BS 7 55 4 - - B.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SMALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 115 7.5 6 4 - - - 14 71 7 55 5 33 - - I1_ 8 5.5 45 35 - - EMBEDMENT INTO STUCCO SHALL BE PfTD.IITTID. 1/4"D-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 1{ 72 8 B.5 4.5 - - - 14 72 d.5 7 53 4 - - 14 10..5 7 5S 6 4.5 - EXIST.AND 1'MINIMUM FOR WALLS WITH NO STUCCO. ,15 85 55 4 14 12 B 7 6 j.5 - - 14 11 7 5.5 4.5 1.5 14 12 10 9 75 - - - 14 12 10 e'85 5 _ - 14 12 e e 5 a - B.3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE E)CMING WALL OR FLOOR. 10•-0' 14 10.5_ 7 5 35 - - 13 9.5 6S 8 s S - 10 75 5 a 3 ANCHORS SWILL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 11 7.515S - 14 111.5 9 6 5 4 i25 95 6 5 4 '4 NOTES B.1)&B.2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EJFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 0.5 8 5 - 14 12 8 BS SS 4 - 13 10 G5 5 4 3 FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 11•-0' 14 11 10 - _ - - - 14 12 9 7 6 4,5 14. 10.5 7 55 4.5 3S - - 1_5 9-5 5 _ - 12 9 8 4S i 3 _ _ 9 7 4.5 J5 3 (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER 14 10 7 - - - - - 14 LOS 7 55 4S - - - 15&5 5.514.513.75 - _ I (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONS141P FOR ANCHORS. 9.5 7 45 - - 14 115 7.5 0 5 - 12 9 6 4.5 4 12•_0. 14 12 10 - - - - - 14 12 8 1. 55 - - - 13 10 65 5 4 - - - EDGE DISTANCE VERSUS SPACING UKDMLE FOR ANCHORS: 15 65 a,5 - _-_ - - - it 0 55 4 JS - - - 8 8 _4 3 - - - - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE UISYANCES INDICATED BELOW.FOR E AN D.LESS THTHE INDICATED.REDUCE ANCHOR SPACING 3.5 9.5 6 13 BLS 65 5 4 O5 B 5 4 BY MULTIPLYING SPACING SHOWN ON SCIIFDULE BY THE FOLLOWING FACTORS. 9 65 - _ 14 10.5 7 SS 4S - 11 85 AS 45 35 - REDUCED SPACING 08TPINE0 1I'1NG FACTOR SHN.I.NOT BE LESS 7HAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 13'-0' 1412 - - - - - 14 115 75 6 5 - - - 12 9 6 4.5 4 - = FACTOR 10 75 5 4 3 - - 7.5 5.5 4 3 - - ACTUAL 25 65 -- - - 12 li 6 - 4 - _ 7 s i - - - - EDGE TAPCON THREADFORM TECH OLS ALL POINT SOUD SET BLUE TAP W/CAP TAPPER TAP + 13 9S 55 5 - - 0S 7.5 5 4 - - - - HV BLADE 0 DIGTANCE THR N WN.SPACING l4 12 - - - - - - 14 10.5 7 55 - - - - 11 85 5.5 45 - - - - E.D. MIN.SPACING- 3• MIN.SPACING -3' MIN.SPACING-3 1/2' M.N.SPACING= 3' 3 3/4' 4' 14•-0' 10 75 - - - - - - 0 7 4.5 35 - - - 7 5 35 J_ - - HV BLADE W/ POURED CONCRETE& POURED WHOEIE CCKCE7E BLOCK POURED CONCRETE& POURED CONCRETE&pmw OCNOETE WICET am 1.5 8 - - - - - - it 8 5.5 tS - - - - 9 BS 4.8 - - - - - CON��BLOCK MN EA-3 1/2'1@L ED.-2 I/2' CONCRETE BLOCK CONCRETE BLOCK 191 M-3 I/2'MN Ell•2 I/2' 7.5 - - - - - - - 12 9 6 - - - - - 93 7 45 H WINDOW Teti EB•3' MN EA•3 I LGL FD.•s 14 - - _ - = 3.5 ,D &5 - - DS d 5"'-.. ...-.. BLADE WORKING _ _ - 15'-0" 9 _ _ 85 4 _ _ _ _ _ 6.5 5 3 - _ _ _ 2 1/2' _____--_....Ub_ 1.0 ___ ___ _ 0.67 _1.0_ _ _ _ _1.0 _ 0.B .0 _ _ io"_ _._ _ _ os s s _' - = e` e 4 _ - - - - IN UNISON ♦ 2- _ 0.71 - - - 051_ - 7 _ _ _ _ _ _ _ is 6.5 5.5 _ _ _ _ _ 9 65 45 _ _ _ _ _ 1 3/4' .-_--�. _ .. 0.91 _ -- 0.4 L 1a _ _ _ _ _ _ _ 25 ss 6 - - - - - t0 7S 5 _ _ _ _ _ _ 8 _ _ 6 45 3 _ _ _ 1 1 2 0.35 - - - - 0.35 - 9.5 - - - - - - - BLS 7 5 - `_ _ _ ..e _6. 4 _ _ - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone TJQ/T'A/,, 0 2015 EASIERN METAL SUPPLY.INC. BERTHA HVTy F - -- --=_ Accordion Shutter System L E C O iHe. ■ ■ ■ ■ Liv.MADE#1 w/OR_W_/_o ItV.vAwQAf RAM_ American Shutter Systems E,,N DESCRIPTION DATE DIVKN W: ISI. 17c TINT TESTING & ENGINEERING COMPANY STATE OF teua 6155 N.w.366.s..See.30.3.V6Gl4A eAR7aNs,n7RDA 331 Association. 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EMJH SECTION ON SHEETS 16&17. -SPRUCE PINE FIR NORTH W/0-0.43(NAS) IXCFPfION:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/6.0.36(N.DS.) 2.ANCHORS TO HOLLOW mDNG SHALL DE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST OF -MIN. 1/2-COX PLYWOOD(1986 APA) IAS SCREWS AS PER NDS 2012 SPECFKATWNS. 4.ANCHORS SINLL BE INSTALLED FOLLOWING ALL OF THE RECOMMENIAl10N5 AND SPECFICDONS OF THE ANCHOR'S WWUFACTURFA. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ®2015 EASTERN MEFAL SUPPLY. INC. BERTHA HVTM 771111111171IF/ -� Accordion Shutter System `�.i�� __r✓, i� 1 ECO N c. A.&y� ■�■ KV.BLADE#1 w/OR W/O H.V.WINDOW BLADE 3Q.�, ,E�If&�=•• American Shutter Systems EV.N DESCRIPTION DATE DRAWN Br: WL TILUT TESTING & ENGINEERING COMPANY Z 63.55 N.a.36m.St.Ste.30.5,W mtA wwt S,NORM 331 A390CIatiOn� Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 IL4167 Phono:(305)871-1530.Fo :(305)871-1531 4268 Westroods Drive 2 DRAWING No e 0:titecoOoo1- West Palm Beach, FL 33407 3 15-085 *.L * OF A_EB-0006719 S1P3E ::�s WALTER nun Jr P.E. 4 �O'• FLORIDA Lia 8 44167 s SHEET �% FAL�1?p1�+n4"AN 8TE s 15 OF 20 SI O N P\- INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FORn HV & HV.♦ BLADES AS APPLICABLE MAX. SHUTTER SPA + OR L— FOR INSTALLATIONS o INTO WOOD WITH HV BLADE 5TONLY SHALL WALL ANIS BE LIMITED TO 105.0 s S . DESIGN PRESSURE G S SH 9 FORMAX SPAN & It— _1/4.0 TAPCON OR S D DES GN ESSU FOR INSTALLATION BLADE 1 & A WORKING N UNISON _ YAPCON WITH ADVANCED THREADFORM TECHNOLOGY 1/4.0 TAPCON OR W/ 1 1/2•Min.PENETRATION _TAPCON WITH ADVANCED THREADFORM TECHNOLOGY -r----OF THREADED AREA TO W/1 I/2'Nin.PENETRATION OF THREADED AREA TO EIDSTING MN.SE}:1PA710N 1OOR DUSTING WOOD HEADER. WOOD HEADER.(SEE SCHEDULE ON SHEET 15) TO MASS(� (SEE SCHEDULE ON SHEET 15) 1/4.0-2Dx3/4•SS.MACHINE SUIEDLLE ON S1$ET SCREWS W/ 1/4'-20 NUTS ' 1 FOR BADE 19 OA�-- i \ Q��„ \ \ 1�R 18 8 12'O.C. �- 31 . 1'Min. EASTING t BAt7ES(Dk GLASS'-6 I •.^n -_ 6 I 11 r I WALL V-OPTIONAL _ J-wALL I' f IXISTING NW. ,t�', �,: FINISH -2'x4'WOOD �''� ♦ I ;.•-+""�IXISTINO MIN. y HEADER WOUIREU -@OR® I 2'x4'WOOD T7(ISTING 1 I 1 HEADER REQUIRED ` 1 1f"0 TAPCON OR TAPCON WITH ADVANCED MIL I I 1 -O \I THRFADFORM TECHNOLOGY W/1 1/2' µin PENRiLATI IN OF IHNEAL`ED AREA 10 GLASS _SO TO O(fir I 9 MW.SEPARATION 10 CLASS I I ` EXISTING WOOD HEADER, 11 FIIi BADE(DafO----- DUSTING i---(SEF SCHEDULE ON SHEET 11) I 111 (SEE SCHEDULE ON SHEET 15) I ON S-ET 19 TOR GLASS---I F - I �V 1_ {I -.2'x4'CONT.SILL I BLADES Cp&Qat _I___._.___..._—.__..____ _ PLATE REO'D. 1 - OO HV WALL SILL INSTALLATION (N)HV WALL HEADER INSTALLATION M HV WALL HEADER INSTALLATION I ..ADN.sEPATwnoN TO cuss i DUSTIN �-- MIN.SEPARATION TO GU55 �'�� O GLASS---I I 1 EXISTING /lq---(SEE SCHEDULE ON SHEEP It) -- L'J EXISTING �(` SCHEDULE ON SHEET 11) I Y MIN.SEPARATION TO GLASS I I ISM : GLASS- 2'xa•coNT-1(SEE SCHEDULE ON SHEET 11) I WOOD PLATE1+ ! a I 1/4-0-20.3/4 -S. \ REO'D. 1 _ / 1/4'0-20x3/4'S.S. \ I USING 1/4'-20 NUTS 1 >;.,,_� �'' ° '•:?MACHINE SCREWS W/ I I - 1 O 12'D.C.^:; 1/4•-20 NUTS 6 12• I I I WALL \ nHlsfl I I f o.c. ©ORQ I I 1 i. 17 urL 18 1oR OR 15 2'x4'CONT. 1 WOOD PLATE 1 } ' REO'D. 1+ 1 XX 1' --- _—_ -f0--f0- _ �_E_ Min. t / 1/4-0 TAPCON OR TAPCON WITH ADVANCED 1 Ii 1. - 7HREADFORM IECfINOLOCY W/1 1/Y I/4-0 TAPCON OR TAPCON WITII ADVANCED 1' T 2-x4-CONT. _ 1/2- Min.EXISTING WOOD H Or THREADED AREA TO SILL PLATE D(6TWG WOOD HEADER. 1 %4"o TAPCON OR -- r2-IAOUNTING REO'D. SEF SCIIEDULF ON SHEET 15 ).' •1! I THREAOFORA TECHNOLOGY ED AREA T ILII I ) PCON WITH ADVANCED E SHEET 4 FOR TYPICAL. 'v 1 1;s I� Min. PENETRATION OF THREADED AREA INTO PLYWOOD 1/2 µIN.CD TLIREADFORM TECHNOLOGY UTTER ASSEMBLY. l 1' '-'WALL FINISH 1J, ••� (SEE SCHEDUIE ON SHEET 15) EXISTINGµiN.2'x4• PLYW_a REO'O. W/ 1/2'Alin.PENETRATION OF SECDONS CAN BE STUDS W 16.O.C.MAX. THREADED AREA INTO PLYWOODMBIED IN ANYWAY TO I/2'MIN.COX PLYWOOD REO'D. REO'D.PLYWOOD TO BE WALE FINIS (SEE SCHEDULE ON SHEET 15) IT ANY INSTALLATION. ®HV WALL SILL INSTALLATION TING MIN.2•x4'STUDS m 16.O.C.MAX.REO'O. ATTACHED TO STUDS IN PLYWOOD TO 8E ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH WItN SECTION 2308 OF TI/E F.B.C. SECTION 2306 OF THE ®HV WALL SILL INSTALLATION ♦SEE UMAAnoNS of lr,�E OF ©JjV WALL SILL INSTALLATION F.B.C. &ADE I ON SHEET 1 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY,INC. `\`���+����Q(Altf(��°�.,,,� BERTHA HVTM A.S.S.A■ Accordion Shutter System KV. MAX&I W/OR W/O RV WINWW BADE American Shutter SySt®EDS EV, DESCRIPTION DATE DRAWN BY: M.L TILLIT TESTING & ENGINEERING COMPANY C=N.W.SCh.SL.Ste.709.VIRGBM CAROM,nOR.OA 331 Association, Inc. t OLD 17-192 4/TJ/15 047& 4/73/15 o (none:(305)871-1530.Fax,(305)877••1531 4268 Westroods Drive 2 DRAWING ND 9 :c0 e-mail:t0mouool— West Palm Beach, FL 33407 3 EB-OM6719 15-085 �c� WALTER A MLLfr er.P.E. ' ALI��AxTA�sbATL FLORIDA Lic.d 44167 5 SHEET 6 16 OF 20 N 11 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 1 HV & g HV* BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BUME C1�ONLY SH TED TO 105.0 sf. A.S.D. DESIGN PRESSURE RATING SHEET 0 MAX WALL FINISH SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE WORKING IN UNISON 1 ;40 N WITH OR 4'x8' Min EXISTING -EQ E4 2'MIN, EDGE(IF APPLICABLE) YACON WITH ADVANCED (Min.) THREADFORM TECHNOLOGY WOOD BEAN REQUIRED. — -- W/1 1/2'Min.PENETRATION 1 4'0-20x3 44 5.S. STRUCTURAL ADE43UACY OF / / OF EXISTING WOOD BEAR EXISTING WOOD 11 EADTf:R. 1' PHILLIPS TRUSS HEAD TO Be CERTIFIED BY _ EXISTING WOOD r Min. WICHINE SCREWS -_ \(SEE SCHMU1.17 ON SHFTT 15) W/1/4`-20 NUTS ARCHITECT PRIOR TO OR O EO "r T :7. TRUSSES OR 0 a 1z'o.c. SHUTTER INSTALLATION. —1/ - -- -- -- 1/z' D.C.REQUIz RAFTER RED �) 1/4.0 TAPCON OR - 11 �\ TAPCON WNH ADVANCED I EXISTING SOFFIT _.257' THREADFORM TECHNOLOGY 3/4'Nax.7HK \ Max. W/ 1 1/2`Min.PENETRATION / E 0 _ _ 1'x4'xl/B'CONT.ALUM.TUBE X"" OF THRLADED AREA TOED S.N.S. 4' �(60fiJ-T6 ALLOY)W/ OPTIONAL ( 1 EXISTING WOOD HEADTR (SEE SCHEDULE ON SHEET 15) - U 6'O.C. I --_ 1 OT Q O! t 5 (3)5/RAFTER SCREWS TO 1'J^r I-II — 1 Or Q OF Q I EACH RFLAG CR WS AT _ LOCATE LAG SCREWS AT I I IaDWiDTH OF EXISTING WOR `.DUSTING MIN 2'x4' 1 I I I I I MEA1OM(2`Min.NOMINAL EXISTING--1 HEADER MIN OPEN HOLO AT EACH- WIDTH)W/2'Min. GL155 EMIN.SEPARATION TO GLASS EXISTING. I I -1 STUD TO ACCEPT PENETRATION OF THREADED SCHEDULE ON SHEET I1) 5/160 LAG SCREW MEA.VALID FOR _ GLASS-'1 '� AT CENTER OF TUBE RMIAUATIONS WITH 72ps! MAX.SLIM A.S.D. DESIGN LOAD AND EXISTING I rex gpp nmN 9'-D'MAX SPAIN.THIS I SQ HV WALL HEADER INSTALLATION I I CVISS-- TO QM(SEE INSTALLATION IS ONLY VALID '-I n FOR MADE mMD ♦ I SU4ALE O4 sm I FOR WOOD W/MIN.SPECIFIC I M SHEr 19 FOR O OR ® ION t 'tI w GRAVITY OF 0.50 AS DOUGLAS BOLES: L9M6NN rN _ I MARS(D&T{� • FIR R SOUTHERN TYNE No.2. 1—SEE SHEET 4 FOR TWkCAL SHUTTER ASSEl4BLY --�- .O()R ® R EQUAL z-MOUNTING t)SUIT A nw 6E CATION.FD CHV CEILING IN O HV CEONG ST LLATIOIJ w ANY war ro SLnr AIN R+sraunoN. 1- - ----- —✓�— I �1 -- 1@ OR ®• j MIN. 1 1 MIN.SEPARATION TO CUSS EKISI'ING --1 1�j mp,D OSEPARATION (SEE SCHEDULE ON SHEET 1t) i CUSS I 91. a (SEE SCHEDULE ION SItEET 11) 1 I I I J ALTERNATE 1 I ANCHOR I I i WALL _ I LOCATION EXISTING I FINISIf I I 1/4' I 3/e'eon �lOx3/4'HEX S--I I I i -2`x6'U.N.WO Mmx.� ©`V./ s/n MIH.._ ___ WASHEYR HEAD TEK I DECK REQUIRED 1 ~ LVE 2`x6`MIN.WOOD - I n H SCREWS O 72`ox (��)H DECK REQUIRED(NO FINISH ALLOWED) _-- q EDGEEDGE OF DECK - 1' _- OF __-�- .-__ EDGE OF DECK • i1F AFY'LICABLE - '__�--- APPLICABLE •--- -_-_ IF APPLICABLE DECK IF \ 1/4'0-20x3/4'S.S. " - _ 1, 1/4'0 TAPCON OR 1' PHILLIPS TRUSS HEAD 11 1l TAPCON WITH ADVANCED M'n' MACHINE SCREWS 1/4`0 TAPCON OR TAPCON WITH ADVMCED .2'MIN 1' 2`4•CUNT. 1 THRFADFORM TECHNOLOGY W T 4 2U NUTS y I THFLEADFORM TECHNOLOGY w/ 1 L 2 Nin. --) I/M1-0 TAPCON OR TAPCON WITH ADVANCED THREADFORIA-/ L-- -SITL.PLATE c / / / WF 1 1/2`Min.PENETRATION O 12"O.C. --2'MIN.-- PENETRATION OF THREADED Rf:'Q'pD. OF THREADED AREA TO TECHNOLOGY W/ 1 1/2'Min.PENETRATION Of THREADED AREA TO EXISTING WOOD HEADER.(SEE -- EXISTING WOOD HEADER. AREA TO EXISTING WOOD HEADER.(SIX SCHEDULE R SHEET 15) SCHEDULE ON SHEET 15) � -�l (SEE SCHEDULE:ON SH.15) •SEE uM A'ons of u.FOR CXR HV WALK-OVER INSTALLATION U HV WALL SILL INSTALLATION BAD ON SHEET 19 WO HV FLOOR INSTALLATION FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone - ©2015 EASTERN METAL SUPPLY,INC. L\GENSF':✓9--; - ---��_ BERTHA HVTM IILIEC A.S.S.A. Accordion Shutter System *; = H.v.MADE yt w/OR w/o Itv.vnrroow aADE A_ American Shutter Systems REV.Nc OESCRIPWN DATE DRAWN 1T: M. T1LLIT TESTING & ENGINEERING COMPANY '�•.• AIAssociation, Inc. I OLD 11-192 4/13/15 MIH 4/1,5/15 6159 N.W.34th.St.St&393,%TiGPA GMe1DIS.ROROA 331GE rlwne:(305)671-1530.Fax:(305)671-1531 4263 Westroads Drive 2 DRAWING No (CS••.• f a W:6ltaco0aol.com West Palm Beach, FL 33407 3 - ,S�ONAL r•ACt'AA1``````` WALTLA A.TtWTtJr.P.E. 4 15-085 P.E. SEAL7S'f(;0URE/DATE FLORIDA LK.g 44167 9 SHEET s 17 OF 20 END INSTALLATIONS n HV BLADE OR WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS r..•�w= 211'Ya. \! 7•t{•IS/t. (0.S APFUCAAE)— \ / rrILTRATtON a s 10 51305 oRwx read ,h•traenw,itel I rnllgl oasnnc a/ss H vTOii+I F - sTuus tOst oamRt clws �[x1�5rt7Yc aw\5 7 % \ S' oamw bus' -xx t 4 „PPI y/ \ � ,^• th'rt>L m,t SH ;.;h' > :.. mows SH 11 KR C w StEfl auwcco. 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Q� .•• �/J �.� BERTHA HVTm �•t cE � A S S A Accordion Shutter System ► reg—=`= K1/.MAX#1 Wi OR W/O KV. WM W BIAOE STA TIWT TESTING & ENGINEERING COMPANY American Shutter Systems ,8 DESCRIPTION own DRAWNFfY: N.L # Association, Inc. I OLD 11-192 4/13/15 DATE: 4/13/15 TATE OF e3 s R.W.36th.St_SO.305,VRCOrw cwoFes.r1DRDA 331 4 :• �. ,- Ph oO•:(305)871-1530.rar:(305)8/1-1531 268 Westroads+Drive 2 e DRAWING No 0:Descoo-I.cmn West Palm Beach. FL 33407 3 15-085 M-0006719 WALTER A.lour in P.E. P.E."3[AN{�l, faM�`��\RE/DATE FLORIDA Ue.!X6167 6 SHEET OF 20 1 ja ©�+® ^• GENERAL LIMRATIONS AND GONDMONS OF FOR BERT1iA ® � - 1U FiV BLADE ACCORDION SHUTTER �`ISIEM WORKING IN A G 0> /lll///�"' ��ii" UNISON WRH HV WINDOW BLADE DAl 5 1.MAX A.S.D.DESIGN PRESSURE PATVNG:+170,- 110 p.at. 2.MAX SHUTTER SPA,:96' 3.ALLOWED MOUNTINGS:A D.C&H ON SHEETS G 7.AS WELL AS MOUNTPICS K O•L U&W ON SHEETS 16& 17. � }`ONLY CENTERMATES 27 (90TH W�OR 2�''IS ARE ALLOWED WITH 21 C4 5 IN A ORO NC lA IN CASE OF OP HG 1777000Y0UTAIUSf BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF L6 qF„l._ CENTOi. AL EJ nr.EA END 5.(A)HV WINDOW BLADE @ SHALL ONLY ALLOW A MAKIMUM OF 5 OPEN97C5 (3.0+IDLES)NOR(9)PER BLADE AT SPA[dI05 SHOWN ON SHEEP 4. MAX.s W'— I ws ^ -tea • . . . , (B)MIN.CLEARANCE FRou TDP OR IwTMU EDGE OF HV WINDOW MADE 1Q ALLOWED' HV �i OF ANY 3'0 ROLE d SHALL BE 12-. WINDOW BLADE (C)FIRST ORBLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE w -- (D)IHV WINDOW BLADE 0 YI1Sf BE USED ALTERNATE TO A SOLID HV MADE 1Q THROUGHOUT S1UnER•S WiOni. o . . . . TES SW,L ALWAYS BE M7ALLED ADJACENT TO A SOLID HV r BLLADE 1 AT EIT HER S DE OF THEM. �`� (F)FNILYCMBOKATE HV WINDOW�g SHAU.BE INSTALLED SO%q TABS FACE SEE END T � THE INTERIOR OF THE OPERNG BEING PROTECTED.HV WINDOW 9 MUST BE DETAILS ION 1 •,� _ • • • j O ONLY INSTALLED AND LOCKED USING A Mr SETTING TOOL PROVIDED BY ASS& DETAILS ON SHEETS 10& 16 TYP. F 3Kaf , INC. HULL HEICHr. B �A rp � BUILDINGS ON SHEET 6.SEE ANCHOR 115,ASNG HLIMITFD BY SPEDULE FOR �DODESGN DIAD(�NS INTO WOOD ETES P 44 q` I &2 ABOVE). �•- 5-21 ' WNC�RETrORR CHOR ONCRETE SPACING BLOOCCK SCHEDULEALL ON SHET$12 INSTALLATIONS 13 AS wAmrtED BY SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). 6.MINIMUM SEPARATION TO GLASS SCHEDULE.PER ASTM E-1996: 6 (SEE PLAN FOR REQUIREMENTS) ©GR/`GI1 .-- D H TYP TOP &DOTTOM yI 7 WIND ZONE NINMUM SEPARATION TO GLASS -{INIINITED WIDTH—.___ .-_______ _____. 1 1 U 3 1- NN SEPAPATICN TO GLASS_ ELEVATION (SEE a EXISTING GLASS-, AND ON IRS FSHEETB�O nm I ---�� t7 45 TYP. svuM , CAL CENTERMATEs W/�2 OR 45 AND W/O (SEE NOTE 4 ABOVE) PLAN TYPICAL (f) HY BLADE WORKING IN UNISON WITH HV WINDOW BLADE SHUTTER* -- N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ®2015 EASTERN METAL SUPPLY, INC. TM :• cE BERTHA H �� A S S A Accordion Shutter System ►+� agar—�-_'= tl�. �#1 W/OR W10 RV.�,NDO(RADE _ TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EV.Hc DESCRIPTION DATE DRAM`I BY; M.L. 9 STATE — &W Kx 360.6L.SW.5505•MRQM GARMNS, %MI Association, Inc. I DLD 11-192 y13/1s DATE 4/13/15 �F— = rL rmono:(sw)B71-1530.Fe,:(305)871-1531 4268 Westroads Drive 2 DRAWING No ��0�•- F��RIOP �`�`.� -man tat—ce.1— West Palm Beach, FI. 33407 3 op....... �,��';� WALTER k TTILLIII'J,P.E. 4 15-085 P.E.�'36A`,, QE/DATE FLORIDA Lk•Y 44167 6 SHEET OF 20 F ." 6�x�1 1/2*x O.Ow THICK INSTALLATIONS W/ HV BLADE & HV CENTERMATES -12.000"Max. Min. ASTM A-653 GRADE'D Uin.G-60 GALL. STEEL T- t=�METAL STUDS AT 16'O.C. INTO METAL STUD WALLS 1/2.0 6'O.0 75" m 00 1 IA"y NOMINAL GEONS AND CND ITIONS OF USE NERAL LIM ALUMINUM SLEEVE 3 12 FOR BERTHA(1)HV BLADE ACCORDION SHUTTER 6063-TS ALLOY (I 3/4-x 6 1/4-x 0.035-THICK ACn. 43a T(SMM INSTALLATION TO METAL STUD WALLS COW.CALV STEEL TRACK CHANNEL ASTM A-1553 CRAM 40 kr..G-60 O.C. SEPARATION TO CLASS SCHEDULE 3.000" GALVA.%1ZED FASTENED TO STUDS ��L Max. (2)#6xllr TEX SCFOVS ON EXISTING 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) 11%MOR -@ g &EXTERIOR FACE AS APPU 2. MAX. SHUTTER SPAN: 84' MINIMUM In VAND ZONE ASTM E-1996 SEPARATION �. ENGTH + MIN.SEPARATION 3. ALLOWED MOUNTING:@ ON THIS SHEET. TO GLASS EXISTING GLASS. (SEESCHEDULE) 1/4-0-20MA"J30LI 4. ONLY#ENTERMATE Q21 W/(24)W LOCK ARE ALLOWED I THRU 3 1 MUST PENETRATE 3c I- 21 (TYP-) WITH 21 ARRANGED A SYMMETRICAL LAYOUT. 0 @ 1 0 (2)n35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4' 3/4-x 6 1/4%0.035-THICK Ui. EXISTING FINISH INCLUDED ATTXrERIOR OR INTERIOR ACCESS SIDE OF 1.373"1 CONT.GN-V.STEEL TRACK Cl I CAS APPLICABLE CENTERMATE. i-.050"- ASTU A-653 GRADE 40 Wit. I CALVAttlZEp"IAI�T%l TCI=. (2)16: p K, 1 .43C 30 T T IERIDR&EXTEFUCR FACE (�� \ 0 6'O.C. ri '1/4"0-20 THREADS -1 1 BLADE SLACK DETAIL HVF IS ALSO VALID FORI 114"0-fLGQ CONSTRUCTION fw- 8 CENTERMATE 201 APPLICATION WITH BLADE(D PRODUCTS FAR-ILQK HD _V4 IN 12 a!I ". -Q�Jb [w I 1/2x 0jC35'TIVCK VARIES_ a 6" D.C. ��a ASTM A-653 GRADE 40 .:-.VX -.VXAF� W_G_60 7. -,M.k. COMPONENTS IVIS WALL HEADER/SILL INSTALLATIONSCALE: 3/8"- 1" METAL STUDS AT 16'O.C. in. :z� —EXISTING nNISH AS APPLICABLE VA VA (TYP.TOP&BOTTOM) /4x 0.035-THICK Min. Z A— -— -- , ---�-L-71E—XIST—1 ONT.J/41 �!L STEEL TRACK CHANNEL, GRADE 40 Win.G-60 NO GLASS q GALVANIZED FASTENED 10 SIUDS L SYMMETRYCA N1(2)160/2'TEK SCREWS ON INTERIOR EXTERIOR FACE SYMMI E*TRYCA 43a 43b 4 C' i CENTERIVIATES W/ CENTERIVIATES W/ I i TO GLASS 12 (SEE.SCHEDULE) INTERIOR ACCESS SIDE E9ER[QL9CESS Ir- ------------------- —------------ —6,(TTP.)--' --I IN 6'� A (6 Min.) L IN i 12 --------------------- - — --- -—-- --------- 01 0n2l --------—-------- (2)42--- 21 21 4 t 1) LOCAT D AT @ / KV HEADER/SILL ENDS --------- ----------—-- --- -- ---- ------- VIEW Y 4 12 -7- 3 1/4'(Iyp.)---�1 3 (6"Min.) 24 SIDE CONNECTION TO TRACK (Cont.) --6 1/2'(Typ.) 7. 7"— —.6 1/2'MAX SLACK BYJ3 BLADE SLACK DETAIL HVF BIC FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone� Q 2015 EASTERN METAL SUPPLY,INC. A' T/Z BERTHA HVTM -0i Accordion Shutter System /T1 L FEC N c. A.S.&A KV.BLADE#1 W1 OR W/O H.V.WINDOW BLADE Shutter Systems 3EV.U. DESOMPTION DATE DRAWN 9f. MrL TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 11-192 4/13/15 DATE: 4/13/15 5365 N.W.30th.St..Std 305,�NA GNWLM.FLORIDA 331V - (305)871-1530.Fax:(305)871-1531 4268 Westroods Drive I DRAWING No "t 0 West Palm Beach, FL 33407 3 15- - -OOW7 9 4 EB 085 WALTER A.71—Jr.P.C. FLORIDA 1-1e.f 441G7 5 SHEET 6 20 OF 20 P.E.' �j DATE