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HomeMy WebLinkAboutProduct Approval lit Ous,iness r& e eRegulation SCIS Home i Log In User Registration i' Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map i Links Search bpr a , )Product Approval d, USER:Public User Product Approval Menu>Product or Aoolication Search>Application List>Application Detail FL# FL389-R8 Application Type R Code Version 01 Application Status roved 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 Accordio Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer -0 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 Rj 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 ,y 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"D".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 8'-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 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.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 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 HV1 blade,8'4'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 HVl 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 15-084 (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: 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 (5th EDITION) OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF C( BE INSTALLED WiTH A DIRECTIONALITY FACTOR Kd=0.85, USING ASCE 7-10 AND SHAM NOT EXCEED THE MAXIMUM (A S0.) 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 BLADE! BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/ MAX (AS.0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 & 20. GENERAL NOTES IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED, WERE NOT OVER STRESSED, A 33 YL INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS Imo[USED IN THEIR. SYSTEM COMPONENTS 1-20 ANALYSIS. HOWEVER,A WIND DURATION FACTOR CD=1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 BERTHA H V. ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ; ATL REPORTS TYPICAL SHUTTER ASSEMBLY 36-44 TYPICAL WINDOW BLADE & WINDOW E -HV BLADE 0 #0214.01-03, ;0715.01-03, 01004.01-05, 11214.01-05. $0317.02-06, #0609.01-10 AND #0210.01-11 AS PER TAS-201. TAS-202 AND TAS-203 PROTOCOLS AND ASTM E=1886 IE G)AND AND E-1996 STANDARDS (MiSSIL.E LEVEL D, WIND ZONES 1. 2 & 3) & #1220.01-10 AS PER TAS 201, 203 & 203 PROTOCOLS LARGE MISSILE (WHERE APpLI LE) -HV WINDOW BLADE ® #0505.01-08 AS PER ASTM E-1886 AND E-1996 (MISSILE LEVEL 0, WIND ZONES 1, 2. 3) BASIC PROTECTION ONLY AND # 0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION & NOTE INSTALLATION DETAILS A-F, CONCRETI 2. HV BLADE O AND HV WINDOW BLADE © ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCREi 3. BERTHA H.V.ACCORDION PINS (HV SCREWS). USED'AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL.BE #14x2.75'AND #14x1.75' RESPECTIVELY, 410-HT MINIMUM SERIES CENTERMATE DETAILS HY STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 W.TE 14SILE STRENGTH. PINS SHALL BE COATED WiTH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS M COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR 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 W AND 35.7 ksi FOR END CONNECTION DETAILS 1-6, CONI 6005-TS ALLOY_ MAXIMUM SPAN TABLES ANCHOR SCHEDULE- CONCRETE& B S. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 A1S1 SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WiTH 50 ksE MIN. YIELD STRENGTH AND 90 ksE MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE& BI AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE& BI 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AISI 304 OR 316 SERIES STAINLESS STEEL WiTH 35 kcal MINIMUM YIELD STRENGTi-L ANCHOR SCHEDULE- WOOD 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE Q : 12,13,14.15 AND 20 INSTALLATION DETAILS M-R, WOOD HV BLADE)&® WORKING IN UNISON: 12. 13 & 15 INSTALLATION DETAILS S-X. WOOD END CONNECTION DETAILS 7-12 & N •8. THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT 1)6'779,582. COMPONENTS OF THIS APPROVAL ARE COVERED. IN WHOLE OR IN PART BY U.S. PATENT )5'458,179 ISSUED TO EASTERN METAL SUPPLY, INC. 9. IT SWILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL/CAULKARFA 3: HV WINDDw ALL SHUTTER COMPONENT EDGES WHiCH REMAIN, THRU FASTENING IN CONTINUOUS CONTACT WiTH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION 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 HD CENTERMATES AND ENGAGE OR LOCK ALL HV AND HO LOCKS. AREA 4: HV WINDOW 11. SHUTTER MANUFACTURER'S (ABEL 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 W PLACED FOR EVERY 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. (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 ON THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFELY AT SiTE iS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE (c) THIS P.ED. 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.O. 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. FLORIDA BUILDING CODE(Non High �.•A. �/`i!�� ©2015 FAST * VIP : o• - IL EC O INC. A.S.S.�■ Accorclio H.V. BLADE#1 W/0 -o: ��j�T; = AmeLican Shutter Systems DEscRaPOOR TEoF �* TIWdo T TESTING ENGINEERING COMPANY Association. In 1 OLD 11-192 6355 N.W.38th.St.Sta 30.5.MINK GARDENS.FLORDA 331rA �� ` Phone: (305)871-1530 . Fox : (305)871-1531 4268 Westroods Drive 2 'moi e-ma0: bltecoOacl.com West Palm Beach, FL 33407 3 s/SNA L•E � WALTER I-TIOLUTI Jr. P.E. ,�YYYgII 111 `` FLORIDA 11c. # 44167 5 P.E. SEALYNiSI�TURE/DATE VARIES 1.918' 1E� 1.491' .454200' %09 - 0 ' 4 •tx'v R0. 5 4.385' p 4.999' sr, OHV UNIVERSAL FLOATER N .376• N J� (5)HV 90'/180• ST RA TER # 5458179 ° QUALIFIED OR USE W% QUALIFIED FOR USE W/ HV BLADE 1O ® VH DIRECT MOUNT HV BLADE 1 ADE* 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER E ON SHEET 19 BLADE Qt ® 6063-T6 ALLOY ANND TEMPER MPER 3.226'.0a51.500' '124' ) 670' �j� 2.670' ' U) 67 .000' N M .994' 0 72 N o 842 o 4.897' O n ri m 815' ..092' O HV ADJ. ADAPTER W/LIP 4'�" 1 ' 1.375' 0'072 QUALIFIED FOR USE'W/ HV ®HV WALK—OVER TRACK .920 �� BLADE 10 QUALIFIED FOR USE W/ HV 9O HV TRENCH TRACK K 55" 3.7so' kC 6063-T6 ALLOY AND TEMPER BLADE 1 QUALIFIED FOR USE W/ HV HV 6063-T6 ALLOY TEMPER BLADE QQ ONLY. 1� HV RAINGUARD 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV IER N VARIES m 1.936' BLADE I-,J 1' 1.915' 4 VARIES 1.936' 6063-T6 ALLOY AND TEMPER Max. 12- Max. co m 083' a 083' m .093' 093' o an _100• o n -125' Mme+ m 060' 060' In 670 � 093' 093'o M m 021A 670 3.529' 670 a g?iy. 5 1® HV HEADERZSILLHD CEILING HEADER/SILL 3 ILADE 1 ONLY, QUALIFIED FOR USE W/ HV BLADE 100NLY 13 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE 1O - 4 HD WALL HEADER/SILL UDV SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV PER 6063-T6 ALLOY AND TEMPER BLADE1Q ONLY. 6063-T6 ALLOY AND TEMPER T COMPONENT A B T1 12 X Y t I Q 2 5' MAX. 1/8' 1/8' 18 2' 5' MAX. 0.192' 0.192' BI I HV ALUMINUM ANGLES 11I 2.5" 7' MAX. 0.190' 0.190' QU CORNER COSTS QUALIFIED FOR USE W/ HV QUALIFIED FOQ USE W/ HV BLADE(1) IPER BLADE V ONLY. ® 2' 5' MAX. 0.139' O.t31' 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ```\\\���P•1.}C����,'', ©2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM i L E C O �N�. Accordion Shutter System •.* H,V. BLADE#1 W/OIt W/0 KV. WINDOW RADE American Shutter Systems qEV. No DESCRIPTION DATE DRAWN BY. M.L TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 STAN Df r mss hon a: (. 5)t.71 303. - Fox :(105)8.—1-153 331 4268 Westroads Drive z \ Phone : (305)871--1530 - Fax : (305)871-1531 DRAWING No PLOFtI�oG. G?, e-ma1ED-,OW67 81.com West Palm Beach, FL 33407 3 5-085 ON{�1„` N\\ WALTER A.TIIJUT Jr. P.E. 4 FLORDA Lie. 9 44167 5 SHEET P.E. 5� +/CdaNl4'PI��iE/DATE 6 1 1 2 OF 20. 4.680' s2s" 1/4• 1/4-2o DIE CAST 4.576' .745' 2.293' 0.334• FIAT HEAD THREADED HOUSING EN/NEL 1/4'-20 2.293' .745" , S.S.M.S. BAKED`PAINTED THREADED g 00 sk (2 TYP.) 40. o m. rn ry $ a a0 p m m N a 100 m a1 s�7• .062" n ' l) a) pj N mh c N N o o .875• c 1.325' O6`% o .318 l om c"vER _0. 454' - - v , &KEYS(CHROME a QO.J o N ` PLATm) 21 HV CENTERMATE ,�,� ° o oep• .325 ® HV,LOCK QUALIFIED FOR USE W/ HV BLADE 10& (1�ONLY (F2) FLOATING C RM TE m 3.023" 875 QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER QUA ED FOR USE W/ HV BLADE 1 & to ONLY 6063-176 ALLOY AND TEMPER HV CORNER CENTERMATE BLADE1Q& ®ONLY. Q ALIFlED FOR USE W/ HV BLADEO ONLY 250'o.[ 2.874' 6063-T6 ALLOY AND TEMPER PLASTIC HEAD o 1.756' .922' 4.045• i 2 MOLDED SCREDW n 2.079" 1.753" In t OOo• N O6ti o �i� 0 0 825' 'a Y A `y M O `fN0 N N ��a 6. n 17 1/4" -zo X�+/�J/9 �• • / M N O N n S.S. THU BSCREI m co 9444 AWMINU Al rn I 2750 I I 2�1 .822' SHAT NTEKTOf• PART} r� HV "T" LOCK C R � 4.sss' CHERRY rExroRN,PAM FRONT ELEVATION ©7 LOCKER FOR "T" LOCK CENTERMATE ®QUALIFIED FOR USE W/ HV BLADE 1 ONLY � HV FEMALE "T" LOCK CENTERMATE ® HV "T" LOCK ® HQ LIFFIIE 6063-T6 ALLOY QUALIFIED FOR USE HV BLADE QUALIFIED FOR USE W/ HV BLADE 100NLY AND TEMPER QUALIFIED FOR USE (1�ONLY W/HV BLADE 10 ONLY. 81 b063--T6 ALLOY AND TEMPER- 6063-T6 ALLOY AND TEMPER . 5 " 1.917• 1.917 '1 3.181 R1 I "o ll •0 mm m 43 063" 214. cn0 .062" m Go 214' +vj 545. ^m m m n O ~ M to mON aO fO C T T NO 0 G ROD ® CE A E ING OD 40 w m F0N QUALIFIED FOR USE W/ HV BLADE 1 & QA QUALIFIED FOR USE W/ HV BLADE 1 & 1A HD CENTERMATE'S INSERT 6063-T6 ALLOY AND TEMPER804 6063-T6 ALLOY AND TEMPER VARIES, 12' MIN. QUALIFIED FOR USE W/ HV BLADE 10& 10 A "6'�4 .S.OR 3/8'0-16 . 6063-T6 ALLOY ND TEMPER BSCREWS. Do 115• ;El ® LACKING RODD ,l4-m ® HD LOC u? 3750 QUALIFIED FOR USE W/ HV BLADE01 144- 0-20 AIS 304 BY REGENT HARDWARE MORTISE LOCKS SERII 6063-T6 ALLOY AND TEMPER © WV -3-48-n0-16 ACETAL 0 INSTALLATION WILL REQUIRE A 7/16" HOLE THUMBSCREWS ERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BV D ILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED F \\ 1 p V BLADE 01 QUALIFIED FOR USE W/ HV BLADE 10 FLORIDA BUILDING CODE(Hon Hig p-- . •� I ® 2015 EA :���Q`�%•��ruENS .'J,Q BE TLIEC07\ A■S■S■A■ Accordi Kv aNx#1 W/ * l American Shutter Systems EV.No DESCRIPT1oN • TILLIT TESTING & ENGINEERING C ,a•. S �c, - Association, Inc. 1 OLD 11-19, Q• "� 6355 N.W.36th.SL.Ste.305.VIRGINIA GARDENS,FLORIDA 3316 9�f%Q�0 4268 Westroads Drive 2 moi'' F�• '•. \�� Phone : (305)871-1530 . Fax : (305)871-1531 � . e-mail: U7teco0aol.eom West Palm Beach, FL 33407 3 '�• sSION A�- \\\`� EB-0006719 4 �11111111(111N\\\\ WALTER A ic.TILLrr Jr. P.E. 5 P.E. SEAL/SIGNATURE/DATE FLORIDA Lio1 44167 _ 6 SCHEDULE FOR 3/8"0 12" MIN. ANCE 625' 41 4 ® I 1 TO BLADE P , �! 1 1A 1875"r EXTERIOR ' 3 HV WINDOW BLADE 0625` .0625' .0625' ! $FCfIOR Y-X ais LON BUSHING x n KNUCKLE QOPEWml� .0625T1875" Y O 4 N (TyP) 0.0625' 39 1=fY YLON BUSHING �'- !! O OR ® w p I I FIAT PORTION R1.p7! 0� r Ci rn B IOR ! // 3 50" N 302-303 SERIES I I N .4 I' 40 III ��02. 50' X _ON WHEEL 3 j I 3 i a 2 7/8' MIN. HV WINDOW 5 S.S. RIVETSL�L 4315*0 CLEAR SEPARATION 03.0 BETWEEN Q625"BLADE 0625' 3.7500' PIN W/ #8 HEAD * EXTERIOR / 4Lij OPENINGS ON C 3/4 NTEnS SE ON Y Y 7500' PIN W/ #8 HEAD cL 1/4` FXiFR10R ELFVATfON EAR RESISTANT HV WINDOW j j ! ; BETIW�1 TYPICAL, HV WINDOW BLADE AND POLYCARBONATE HV WINDOW DETAIL DOR ® 4 or ®3 I N.T.S. 3 SEE NOTE FOR ! ! ! I 1 itEQUIREMENTS) ! , I OOR ® i �c POLYCARBONATE IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE i ( RESINS, UV—STABILIZED GRADE OR SABIC f EXTERIOR BLADE KNUCKLE FOR � I ro MIN. B ME INNOVATIVE PLASTIC LEXAN 103 RESIN 00 (SEE! j (SEE NOTE "F" ON SHEET 19). ! � ® Ii BE USED AT ALL EXTERIOR N(5 LZ orHVPI�N� ;ORDION SYSTEM W/ HV 1) OR fS:�' ! ! POLYCARBONATE SOURCES FOR EXTERIOR , ERSTTYPICAL SHUTTER ASSEMBLY +„p,r„�PROPERTIES bTM�N.T.S.IN LIEU OF ® AND ONLY AT ®EM®TOB " ^"Evzrw�DE'S KNUCKLE. tEl: )F HV ACCORDION SYSTEM W/ HV 0 oo.324' (SEE NOTE * FOR SPECIFIC GRAVITY AMM 0792 0.043 IbA. 0.043 Ib/Iri TO INSTALLATION 11", SHEET 7. .04 REQUIREMENTS) �LE n�SUW*M ASN DOW SAW w.I, g,qOO par. FLEXURAL SMIUM T AT YIELD ASN D790 12,500 Pat. 13,400 pal ?" O.D. 1/16" THICK S.3. WASHER O 5 I j FLDWRAL MODULUS ASTM D790 3KOW Pat. 3+6,DDO Pat. IOUNT INSTALLATION PER DETAIL X. 8� 9ti I ! I 08eCL I I j I NOTUM ROD ASM 0256 16 Fr-Tb/m 17 Fr-lbtm i ' I cmc BLoNING CRAP_• WHEEL CA[tHIAGE DETAIL SMOKE DENSITY ASN D2643 47.2 X 64.5 X MAX N.T.S. SSEMBLY LAYOUT RA7E OF BLIRNNO ASM D635 C-1 CLASS C-1 CLASS N.T.S. SELF xalrnoN ASM-D1929 +040 T 990 T 7EffAhi ASN G155 701SIlE STRENGTH AFTER WFAVERINCI ASAI 9369302 pet. 6840 p.aL (1ZHV BLADE SOLID & (A HV WINDOW BLADE DETAILS 7SLE s,>�BEFORE WEATI03iING ASTM 638 6461 pal _ am Pal N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone �����0...ER A r �//, ©2015 EASTERN METAL SUPPLY, INC. •vcFN <<�r''� BERTHA HVTM Accordion Shutter System AsSmSAIIIII H.V. BLADE#, W/OR W/O H.V. 1MND(MI eIAOE (�"� AL77eriCGn Shuler SystemsEV. NC DESCRIPTION DATE DRAWN BY: M.L. IWT TESTIdo TNG ENGINEERING COMPANY * Association. Inc. + OLD 11-192 a/I3 is DATE 4/13/15 J LATE OFSSSS N.W.35tH.sr.,Ste.3115,vwclNu cARDENs,FLORIDA 33+6 _E` Phone : (305)871-1530. Fax : (305)871-1531 4268 Westroads Drive 2 DRAWING No _••. ORIQP , ��..� e—mail: tiltecoccol.com West Palm Beach, FL 33407 3 /0......... ``.�� EB-0006719 WALTER 5-085 �� WALTER A.TILLJr Jr. P.E. 4 ALE ��•� FLORIDA Lie. # 44167 s SHEET P.E. LIRE DATE 6 4 of 20 ®+ 0 ® � '© *NOTES ON HV LOCKS AND CE,14TE MA ES: e. c o s� Y N s r u ® �®'®°R® 1. MANAATORY CONDRION #1: ONE HV LOCK® or®SHALL BE USED AT 1/2 OP SH OR 12' ABOVE OR BVW j12 OF SHUTTER SPAN FOR SPANS UP TO 165". AND FOR ELEVATION. HV LOCK 2� or I MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACH CENTERMATES W/(2) 1/40-20 x 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK TYPICAL SHUTTER ELEVATION. 2. • IF DESIRED. FOR BETTER PERFORMANCE OR FOR SECURITY 16 a, LOC OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION 0 OR ® SHALL BE AS INDICATED ON NOTE (1) ABOVE LOC A710N OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. OPTIONAL CONDITION # NALID ONLY WHEN MANDATORY CONDITION #1 OR LIMIT #2 IS USED WZ= H.V. LOCKS): LOCKING RODS ARE NOT REQUIRED AT URR ° 4°R�EJ""e`°Joa i0 oa® °"® BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS Qp OR MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 1.9 4. MANDATORY CONDMON #2: ONE HV LOCK® ® SHALL BE USED AT CORNER CE 1. AND INSTALLATIONS AT ANY ELEVATION. HV LOCK or® SHALL BE USED AS AN OUT 5 ATTACHED TO CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2" LONG FLAT HEAD S.S. do 7y H AT TOP BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TY tiiDlo xDc-HVC ® MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET" 5. ° .23.�' Fs • CINE ALTERNATE FN LOCK MAY BE USED IN LIEU OF HV LOCK or F O R�= 92 � INST . TIONS AT ANY ELEVATION. ALTERNATE LOCK ® MAY BE USED AS AN INSIDE OR 3 £ � OF 1/4"0-2bx3/4" S.S. THUMBSCREW TO © OR ® CENTERMATES SHALL BE MADE W/ RIVNUr AS SHOWN ON SECTION HVE, SHEET & ONE LOCK SHALL BE USED AT 1/2 OF LOCKS AT 1/3 OF SHUTTER SPAN. ® 6. MANDATORY CONDITION #3 FOR KEYSIONE MOtTNT;NG INSTALLATIONS:- ONE HV LOCK USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12" ABOVE OR BELOW 1/2 OF SHU TO 96", AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK ® or @ or ® MAY BE OUTSIDE LOCK, ATTACHED TO® or ® SYMMETRICAL CENTERMATES W/ (2) 1/4"-2O x SEE END M.S. LOCATION OF LACK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE C CONNECTION OR Q TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON SHEE15 10 & 18 EYP. FULL I+ *NOTES ON HV "T"_LOCKS AND CENTERMATES: HEIGHT. OF CORNER NUYDm wro CENTERMATE 1 ONE ALTERNATE HV "T" LOCK (Sa MAY BE IN ALLED IN LIEU OF HV LOCKS OR Q°R®OR®+OaR®�,O +®� I STALIATION AT ANY ELEVATION. AL TE LOCK Y BE USED AS AN INSIDE OR OF LOCK ® INCLUDES USING REINFORCING LOCKER - . AS SHOWN ON SECTION HVG, 0+O oa©+®wtt17+Q oa CONNECTED TO CENTERMATES® AND®W/ 1/4"0-20 x 1 1/2' LONG S.S. TI{READE WINGNUT OR W/ 1/4'0-20x1" S.S.M.S. INTO A 1/4"0x 5/8" RIVNUr. LOCK MAY BE IN ©+O +©oR©+Q7 +®°P MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS ®TOP AND BOTO *NOTES D LOCKS & CE TERM ES: 1. : ONE ALTERNATE HD LOCK HV LOCKS OR FOR ANY SPAN AND INSTALLATIONS AT ANY EEVATION. ALTERNATE HD TYPICAL n HV BLADE SHUTTER ELEVATION_ AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK®TO®IS W/3 #8 x 3/8" N.T.S. REINFORCEMENT INSERT®AS SHOWN ON SECTIONS HDB-HVB AND HDC-HVC• SHEET 10. L MIDSPAN OR 12" MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS®IS COMP OR DA BUILDING CODE( on High ,A A. r���;,,, 0 2015 EW r BE ���P•'•\,\CENSE':;���'''s _ A.S.S.A■ AcE#1 W/C . � = I L E C O ���. K„ RADE�, W, *• l l�J�;* TIWT TESTING ENGINEERING COMPANY American Shutter Systems UESCRIWION STATE OF Q 6355 N.W.36th.5L,Ste.305,VIRGINIA GARDENS.FLORIDA 331 Association, Inc. 1 OLD 11-192 i� Ail Phone : (305)871-1530 . Fox : (305)871-1531 4268 Westroads Drive 2 �������•. R� . '��\���� a-mal:ta'tteccoaol.com West Palm Beach, FL 33407 3 WALTER A LLff1Jr. P.E. 4 P.E. SFJ ftNl#MRE/DATE FLORIDA�c. B 44157 ...5 6 POURED CONCRETE ONCRETE ANCHORS OR CONCRETE BLOCK POURED (SEE.SCHEDULE ON REQUIRED 1/4.0-20x3/4'S.S. CONCRETE SHEET 13) CONCRETE ANCHORS MACHINE SCREWS REQUIRED (SEE SCHEDULE ON W/ 1/4'-20 CONCRETE ANCHORS @@-@=-NE(SFE M°UNRNG@ON sREEt 7) SHEET 13) NUTS ® 12' O.C. (SEE SCHEDULE ON SHEET 13) 1' 1' 2 OR 14 Min. 1/4-0-20X3/4- S.S. Min. EO Q MACHINE SCREWS EO Q USING 1/4'-20 NUTS 1/ ---_ 19 2 ® 12. O.C. 250" Max. -- 13 DR 5 _-- O3 15 D* -- .250" I I I t D - -- i I 250` Max. I \ I Max. II ED ii D• I� ii 1 I OPTIONAL I I 1 1 I `-OPDONAL I I iii, I i 1x1N I I I SEE I t FOR I 1 OR ®� i EXISTING I MIN. SEPARATION TO GLASS r 1 GLASS---r—(SEE SCHEDULE ON SHEET 11) j MIN. SEPARATION TO GLASS IT ,I (SEE SCHEDULE ON SHUT 11) EXISTING I GLA-" © HV WALL HEADER INSTALLATION . HEADER INSTALLATION B� HV WALL HEADER INSTALLATION + KEYSTONE I MIN. SEPARATION TO GLASS I`--(SEE SCHEDULE ON SHEET 11) 1 law OR FF omS 't (SEE I MIN. SEPARATION TO GLASS C SHEEr `(SEE SCHEDULE ON SHEET 11) c® OPTIONAL EXISTING i i G�.S� I " � D.� I 14 III E --- Max. III III OPTIONAL i i 71.1/4" Max. I 1 i3 OR 15 1 ii ii I D.7 1/ OR Q 1. 2 OR r 1/4"0-20x3/4' S.S. Min. EO E PHILLIPS TRUSS HEAD 1/4"0-20x3/4'S_- PHILLIPS 7 R 18 MACHINE SCREWS USING CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS ONCRETE ANCHORS 1' 1/4'-20 NUTS 9 12' O.C. (SEE SCHEDULE ON W/ 1/4'-20 NUTS ® 12' O.C. (SEE SCHEDULE ON SHEEP 13) Min. POURED CONCRETE SHEET 13) OR CONCRETE BLOCK CRETE ANCHORS REQUIRED SIL 1 S L TIO SHE: SCHEDULE ON OF HV WALL SILL INSTALLATION POURED CONCRETE SHEEP 14) OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL .INSTALLATION INSTALLATION DETAILS W * E D. = EDGE DISTANCE ♦ SEE LIMITATIONS OF USE FOR n H V B LA D E (SEE SPECIFICATIONS ON SHEET 13) BLADE(RON SHEET 19 L1111LE�1, FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone A. •�� �� 0 2015 EASTERN METAL SUPPLY, INC. �y••�,\CENSE•:�'�'; ,�_, BERTHA HVTM Accordion Shutter System • _ TL tE c o me. A.S.S.A. K� 1 w, W� KV WIN ►I DE *i .*? American Shutter Systems .p: �� /�' = TILUT TESTING & ENGINEERING COMPANY y DEscwPnoR DATE DRAWN BY: NL S AT OF ,Q ; Association. InC. 1 OLD 11-192 4/13/15 DATE: 4/13/15 �'•, 0=N.W.36th.se,Stm 303,VIRGINIA GARDEN,FLORIDA 331 4268 Westds D •�at.•—Ef �'� Phone: (305)871-1530 . Fax : (305)871-1531 roarive z DRAWING No '�� �`'• e-mail:Ultecooaol.com West Palm Beach, FL 33407 3 SS•••••••••�G`�.� EB-=6719 4 15-085 off f I g 11E ��� wFLORIDA U�#X167 5 SHEET P.E. SEAL��«NATURE/DATE 6 6 OF 20 POURED CONCRETE ANCHORS W SEPAAATW i i i 1 OR ®� i i % i i 1 I NNS uSS CONCRETE (SEE SCHEDULE ON SHEET 13) i E ON i i i al i I i ;-SHW (sem scram o REQUIRED EDGE OF i 11 FOR MADE([)" i t I I I SHEE1 it) SLAB IF 1 ON SIM is FOR I I f11ADf5 mec® d, r'—(sFF scxmule I i D. APPLICABLE EXISTING GLASS�1 \ oN sxLET f q \ I 1 GLASS--'1 1 1 I I I 1 1 11 I 1 1 1 ALTER NA I I I I 1 11 I I EXISTING I I I ANCHOR I GLAS I I I I ✓ i LOCATION i f i i 1 i 1 t #10x3/4' HEX WASHER HEAD 11 OR 13 DR 15 c 3/8"MIN. TEK SCREWS ® 12' O.C. 1 3/8 NTN. CONCRETE ANCHORS M ©+ 7 i (SEE SCHEDULE ON SHEET' 13) E E ft 1 i I EDGE OF EXISTING i III iI i i l EDGE OF--+ I f 1 SLAB IF GLASS-1 I I SLAB.IF 1 1 1/2 1 EDGE IF APPLICABLE SLAB IF .Wi SEPA WKIN APPLICABLE q. �0. APPLICABLE POURED D. CONCRETE POURED FIAT H M�M CONCRETE (SEE I cslm.c ON g{�T REQUIRED -� 11 FOR ePOEmAPa POURED—/ REQUIRED FLAT HEAD CONCRETE ANCHORS I U1 yjpfT lg FUR 1 OR ® CONCRETE aMFsmsQi I REQUIRED D. D. (SEE SCHEDULE ON SHEET 14) li .TRENCH VALID ONLY FOR UP HV FLOOR INSTALLATION f 0 HV WALK—OVER INSTALLATION SDIGN CHPRESSURE E ULE #3, SH © HV CEILING INSTALLATION ate, MiN.SEFARl1 CONCRETE ANCHORS m am MN.sFrArw1ON 1 1 r!11 (SEE SCHEDULE ON '� (OON Sat IIto CLASS I ) t/4•e ADVO�THFFAPOON�fSHEET 15EXISTING TECHNOLOGY OR 1/4'0 POWERS IXISIING I EXISTING—1 lON tO CLAS I GLASS--1 I FASFENE S TAPPER+AN04M W/ GLASS_. GIASS —(SEE SMM IE ON SM:ET I1) 1 I N n SFr N to I 1 3/4'MR VABIMMENP®6'(SFE SDMN=ON 11) 1 O.C.FOR UP TO 6-W SPAN AVDDI j 1 4'O.C.FOR SPANS LARGER TWN I i 1/4. I 1 6'-0"UP TO W-O*AUX.AMY r-1 j I I S1:ALANr AT VVW FASTENER HEAD 1 I I I I i I I MAX. MV.)(SFE N01E tt ON SLEET 11 W 3 D* 1 1 #10x3/4' HEX E, * I PoR UMrtA 3/8 o 1 OR 15 I WASHER HEAD CONT_SEAIA11i f 1 TEK SCREWS 1 1 11 •9. I 1 B L ® 12' O.C. #14x3/4' HEX HEAD—/!I T} `- 1 8 TEK SCREWS ® 9"O.C. I r- --- 14x3/4'S.D.S. ___ •' :_ 9. OR 1 4'0-20 S.S. M.S. i CONCRETE ANCHORS m 6 +O 3/ -- - i i 11/4' :•A..��a'•,,: W/ NUT 4) 9"O.C. I (SEE SCHEDULE ON n 1 ® 9" 0. C. 1 Maio. !•• u N ------ ------� SHEET 14) 1]oR 18 1/2' 1" )7 )$ 2.00"•MIN.' 1 I EDGE OF '.'.1.-• E:D. .fc I ' SLAB IF ®1 9'30 C.F.H. S.D.S. �': c•.MIN:':' . 1 7/8' 1 7/8 APPLICABLE CONCRETE ANCHORS SEE NOTE 13(b) _ - D POURED CONCRETE (SE SCHEDULE ON ON SHEET 1 IX NOTE 13(b) OR CONCRETE BLOCK SHEET 14)OR CONCRETE ON SHEEP 1 r' zOR D. REQU CONCRETE BLOCK M S REQUIRED OPTIONAL POURED O HV WALL FLOOR INSTALLATION © HV WAIL WALK—OVER INSTALLATIOMAXIdUM SFIUTLETi SfONPAN MAXIMUM A.S.D.Of SPA PRESSURE CONCR N e'-0' REQUIRED HV RAINGUARD INSTALLATION t THIS BE NOTE FOR COMBINATION OF SECTIONS, * RBAOVA13LELE WHEN PERFORMED SHALL E. D. = EDGE DISTANCE ADJACENT TO AN OPERABLE IXR 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 W ASSEMBLY2- MOUNTING CANu N ANY WAY TO SUfwNA Y NI STBW ACOMB ITIONIN� FLORIDA BUILDING CODE(Non High 2015 A.S.S.A. Accord1I L ECOiNRV. � #1 W1 * t", American Shutter Systems DESCRIMON -O'• TATE OF :�` TILLIT TESTING do ENGINEERING COMPANY Association, IAC. t OLD 11-192 6355 N.W.36M St.Ste.30.5.VIRGINIA GARDENS.FLORM 3316 Phone : (305)871-1530 . Fax :(305)871-1531 4268 Westroads Drive z R �.` e-mail:tiftecocooL.com West Palm Beach, FL 33407 3 EEI-O�i�''/��'S%•.....•�A`�`\��� WALTER A.ILLLIT7 Jr. P.E. 4 P.E. SF�tf9lu"NAIIURE/DATE FLORIDA LIe. 6 aa,s7 6 i DETAILS ON SHEEIS 10 A 18 SEE NOTES ON LOCKING RODS @ . H.V LOCKSsQ or� `r INSTALLATIONS W/ (I HV AND ALTERNATE HV LOCK @ ON SHEET 5. r I N I E)aST1NG GLASS **BLADE SLACK OEDNIL FW IS VAUD FOR ALL B LA D E W H V CENTERMATES CEFLTERMATES APPUCA71ON WITH BLADE@ OR SEE END WALL CONNECTION EXISTING GLASS DETAILS ON SHEM 10 & 5 « + $oa $ OR + Saa + oa19+ 5 1/2' oa©+® OPPOSING SYMMETRYCAL CENTERMATES � c W/ CENTERMATES MIN. SEPARATION #10141/4- oe R51/4•S.M.$. ® 12' W/ HV LOCK HV LOCK or 2( ` To GLASS O.C. FULL LENGHT. T�W (SEE SCHEDULE ® m * 35* I N 3 * 3 ON SHEET „) 5 90' ® CR + 1/2. + a. � O � O, + aR +©� HVA HVB ©aa®�©+O O O ® HVC 7 oa $ oa 10 + as POURED CONCRETE OR EXISTING GLASS CONCRETE BLACK WALL REQU ED �+®°" SYMMETRICAL * I N s + + �, s + + «� MINSEPARATION +� �IXISTIN CENTERMATES* 6 ©+®�Q+Q.®+@aa (SEE SCHEDULE 5 —J GLASS Wj HV LOCK L6 (IIOR) ON SHEET 11) OPTIONAL — (INTERIOR) ----------- ------- ---------- CONCRETE OUT ANCHORS I 16' O.C. S ax * 3 VARIES Le * as ® oaz 0 0 U T s 1/2' MAX. SLACK UT "o (EXTERIOR) HVE V HVF** FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone \N illillHiITTTll,4, ®2015 FJISTERN METAL SUPPLY, INC. `,,,.•`��ER A:ri< ,, BERTHA HVTM `GAN A S S A Accordion Shutter System L E C O t N c. ■ ■ ■ HTV. BLADE#1 W/OR W/0 H.V. 1MN70W BLADE American Shutter Systems EV. Na DESCRIPTION DATE DRAWN BY: M.L. * _ TILLIT TESTING do ENGINEERING COMPANY Association. Inc. 1 OLD 11-192 4/13/75 DATE: 4/13/15 C TIC :p— 6355 N.W.36th,St,Ste.3os,vwca+u cumFxs,�K.oxmu s31s 4268 Westroads Drive 2 -'= -r Phone : (305)871-1530 . Fax : (305)971-1531 DRAWING No F�DRipP.;\��`� e-mail:aftecocaot.eom West Palm Beach, FL 33407 3 IcJ—CI85 LB-00087,9 ��,FS ••• •••.••�����` WALTER A TILUr Jr. P.E. 4 slQ �� FLORIDA La 44167 5 SHEET P.E. il� �A 'i'< E_/DATE 1 6 1 1 8 OF 20 ALTERNATE INSTALLATION W V "T" LOCK 0 V MALE FEMALE "T" LOCKS CENTERMAT S 8 9 & LOCKERS at w-/ n HV BLADE—* SEE END CONNECTION DETAILS ON SHEETS 10 & 18 INSTALLATION n HV BLADE ouT I '�j-p05M GLASS mmE©SLACK DETAIL LTVF.INDICATED ON SHEET 8, lIV f HD CENTERMATES :K WELL AS UTHIS Sr1L r.IWAA11N0 E9USE WITH T HDO-HVD INDICATED ON THIS SHEET.fi1AY 8E USED WITH TMS ALTERNA Ccr 10 ®ee®��®•®a INVAUATION DETAIL LNG SHOWN IN THIS SHEET. (GD63-TO AUALUM. I a©.® 35* 3 A» ANGIW/ CCHH 10 ) L-___—_ (OPTIONAL) 4 (OPTfI (4)/taxt/2'SINS To TUIE /100/4-SM 0 12- A' 3 AT FACH ANG1E(TYP) O.C.FULL L DK*ff * " " I (4)H.V. I N——— (4) H.V. 5 3 30 LOCK T(INSIDE) 1 PINS (TYP.) 5 T I/4. PINS(TYP.) s 1 - --- - ----- ------------ - - ---(t---- ----- - -- g 1 z 5/e' �• 2 J/6' off I 01C ® OUT 31 OR 3 3 31 oR 32 31 OR 32 3 5 2 1/4- 0-20 x 1 1/2" S.S.M.S. 4 35* (Data SEE NOTE 6 FOR HV LOCK@. * W/ 7/8"0 x 3/32" WINGNUT. (DPTww) HDB—HVB- OUT 'i'LOCK,ON SHEET s. SYMMETRICA SYMMETRICAL HD CENTERMATES O HV "T' LOCK {OUTSIDE) � � } HVG* W1 CR! LOCK (EXTERIOR) W 1 SERIES 9444 ALUMINUM 2024-43 ALLOY)LARGE FLANGE VIN SHEET NAsm.PART 10820. 10 a a ♦ a AS MANUFACTURED BY"DEL CHERRY ® �© TpQORN,PARSIPPENY.NEW JERSEY 07054 OR EQUAL. ------------ 3 © *SEE NOTES ON LOCKWO RODS 1 **MVVtSN.RAINNG BIADE®O VAIm EOR ALL CQITRIUIEB AP HDD—HVD** FLOATING STACK FLORIDA BUILDING CODE(Non High ����•���p:Tj�(��,,�% m 2015 EAS � Q ENSE-;meq A.S.S.A. L E C O �N�. Accordi American Shutter Systems HV BIADD #1 W/ TILUT TESTING & ENGINEERING COMPANY X N DESCRIPTION TATE OF 6355 N.W.36th.SL,Ste.305,VIRGINW GARDENS,FLORIDA 3316 Association, Inc. 1 OLD 11-192 Phone (305)871-1530 . Fox : (305)871-1531 4268 Westroads Drive 2 �i��F-• '�\ ���� e-mon:tiitecocooi.eom West Palm Beach, FL 33407 3 moi,, tS+S/••.....C w` ``\ M-0006719 4 lifrONAL 4��`�'```� WFFLOWA u 8 44167 6 P.E. SE�'L�SI NATURE/DATE 6 POURED CONCRETE POURED CONCRETE —POURED CONCRETE 7fPOCRIE CONCRETE OR OR CONCRETE OR CONCRETE OR CONCRETE CONNCRETE BLOCK WALL REQUIRED -BLOCK WALL REQUIRED BLOCK WALL'REQUIRED BLOCK WALL REQUIRED IXISTING GLASSEXISTING GLASS EXISRNG GLASS Tr 2" MIN EXISTING GLASS AIN. SEPARATION — 1' /____ —� Fu TO GLASS(SEE MIN.SEPARAMON f MIN. SEPARATION SCHEDULE ON SI#ET TO GLASS(SEE _ MIN.SEPARATION TO GLASS(SEE 11 FOR BLADE®AND SCHEDULE GLASS ON SHEET t TO CLASS(SEE SCHEDULE ON SHEET 1/16'x3' MAX. ON SHEEP 19 FOR 11 FOR © SCHEDULE ON SHEET 11 FOR BLADE(!)AND (6063—T6) CONT. BLADES�&0 ON SHEET 19 FOR 1/2• IO1 FOR BLADE N SHEIET 19� BLADES m ON SHEET 19® Pum. CLOSER La ATTEE 1/2 / eL�wEs(D&Qlq r-- aa�s(D& AT ErTHER SIDE MLN• \ I OF& I d.USE 1" OR 2" MAX. #1ox1/2" S.M.S. I _--__ (AS APPUCABLE)x2'x1/6"x0'-2' ( --_-- __ ® 16" O.C. ALUMINUM CUP ANGLE ' ----- 4 / (6063—T6 ALLOY) AT MIDHEI:1T' 4 \ ` (2)1/4"0'TAPCONS ANC3R TO WALL AT 1" O.C. (LOCATE AT SIDE CONNECTION SEE DETAIL X FO j1O R ®i EITHER SIDE OF@) 1 OR Ifir SEE DETAIL X FOR ) OR ®� TO TRACKS SIDE CONNECTION ®Q1®°"©+Oa$ 0*®a SEE DETAIL X FO 4 TO.TRACKS „ p1.g+ e g p. a, , o■ * SIDE CONNECTION ® TO TRACKS 0* * a ®`0-0`001 t0•®a©*��*®°^ 6 +7 * a 6 •7 a O•®:© ®+© ®+®�®'®ate *®°'®•®��•��®`® END CONNECTION DETAIL 3 END CONNECTION DETAIL0 4 DETAIL(j) END CONNECTION DETAIL 20 •F REQUIRE FOR S ONLY PANS GREATER THAN 12'-0' POURED CONCRETE OR CONCRETE BLOCK WALL EXISTING 4 —`—— ,—EXISTING GLASS REQUIRE MIN.SEPARATION #1 1/2" S.M -------- TD�(SEE ® ,6" .c. AIN sEPARAnoN Y "�------ -__,___-- 1 BU1SCHEDULE N SH CONC 1/2" MIN. 10 GLASS(SEEHEDULE ON 5HEEr ------------ ------- ---- G OR®OR0OR ON 91EET 19 FOR ANCHOR ® 11 FOR BLADED 4 _ __-- �ORUOR(aOR( BLADESmai Qy) 12" D.C. 5 �O&® ----- - OR@ � Q 12" MIN. 4 _1 2" MIN. := ----- EQ P1O --- s OR®OROOR 2" MIN. ♦ SEE UMTTATIONS OF USE FOR ����� N. BLADE DON SHEET 19 0OROORAAOR 1�OR� �.IEW 5 & PLAN QUAIL OR © ® O.O O�O•® X m®a©•Oa© 1D•®a ,p.�®�®+�,®*®a END INSTALLATION 0`0`0-0`0`10a n HV BLADE OR 16 HV WINDOW BLADE INTO ®.®a®+®a®+®a ®*®a®*®�®•® CONCRETE OR CONCRETE BLOCK WALL. IL 50 BO*®a®+®a®•®�®'® END CONNECTION DETAIL© FLORIDA BUILDING CODE Non High Velocity Hurricane Zone \`\��♦��A A:t!(t/Tij�i' @ 2015 EASTERN METAL SUPPLY. INC. �cEn►s '•• '',, BERTHA HVTM A.S.S.A. Accordion Shutter System _ I L , C O 1 N c. H.V. BLADE#1 W/OR W/O N.V. WINDOW BADE American Shutter Systems IEV.No uEscraalloN DATE DRAWN BY: N.L. s = TILLIT TESTING do ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 STATE OF &3S5 N.W.36th.St.Ste.305,MGM GARDENS.FLOMM 331 Phone : (305)871-1530 . Fox : (305)871-1531 4268 Westroods Drive 2 •'0 .� e—mail: 6ltecogool.com West Palm Beach, FL 33407 3 DRAWLINGER- No ONA.L� �` WALTER A0006719 P.E. 4 15_085 % FLORIDA Uc. $ 44167 5 SHEET P.E. ' VIi V PURE/DATE 6 1 1 1 10 OF 20