Loading...
HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 [ 11 4"S�'•Y�'Y� q5'�,i4*i'{�s+.�f�? 5.�,y#F3: 4 ,h, �r'S}ytY•u}1 �� �� '���c t 'Y a� 7G�it �''�j X42 �`._di.�...�i'�'..f.�,bx�i o.:� �stfx+'� r�:x,i., ._,.�� .'{I r3�:':4?�.•1. ..-�>'.r.. -3 .y.�: Florida Departmentof SCIS Home Log In User Registration Hot Topic Submit Surcharge Stats& acts Publications FBC Staff ( BCIS Site Map I Links I Search Business oin.,Professi ialUSER:ProdPubliccU Uct ser Regulation Product Approval Menu>Product or Application Search>Application List>Application D tail ' L389-R8 FL# . . Application Type Re ' Code Version 2014 APR Application Status (:: Approve GD PERMI-[-fINic, Comments St. Lucie County; FL Archived C7 Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beac , FL 33407 (561)209-8263 bfeeley@easterrimetal.com Authorized Signature Bill Feeley lrodriguez@eastBrnmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email CategoryShutters Subcategory Accordion Compliance Method Evaluation Repo t 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, Ir. P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accredi ation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W. Knezev ch,PE Validation Checklist-Hardcopy Received Certificate of Independence FL389 R8 COI IV ACCORDION CI NONHVHZ. df Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202, 03 1994 Equivalence of Product Standards Certified By Sections from the Code httos://floridabuildina.ora/Dr/Dr anD dtl.asnx?naram=wGEVX wtDavYYHH2vJvx_SlMw___ 4/9-2/9,016 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Optiot 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 Desc iption 389.1 Bertha HV Accordion Shutter- Extru led aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 15- (top i nd bottom)for storm protection 086 Limits of Use Instz Ilation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A. INC. DRWG.15-086. df Approved for use outside HVHZ:Yes Verif ed By: American Test Lab of South Florida Inc. Impact Resistant:Yes Crea ed 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. df positive ASD load and 13'-0"for 35 psf negative ASD load Crea ed 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 sh r other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extru Jed aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg 15-085 (top i nd bottom)for storm protection Limits of Use Instp.Illation Instructions Approved for use in HVHZ: No FL38 R8 II A.S.S.A. INC. DRWG.15-085. df Approved for use I HVHZ:Yes Verif ed By: American Test Lab of South Florida Inc. Impact Resist t:Yes Crea ed by Independent Third Party:Yes Design Press e:N/A Eval ation Reports Other:Large mis a "D".Max.Span is 16'-0"for 30 FL38 R8 AE A.S.S.A.INC. P.E.R. DRWG. 15-08S HV. df p.s.f negative ASD load depending on centermates and Crea ed 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 HVi and HV1A working in unison.See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 15- (top z nd bottom)for storm protection 084 Limits of Use Installation Instructions Approved for use in HVHZ: No FL38 R8 II A.S.S.A. INC. DRWG.15-084 Ddf Approved for use outside HVHZ:Yes Verif ed By: American Test Lab of South Florida Inc. Impact Resistant:Yes Crea ed by Independent Third Party: Yes Design Pressure: N/A Evall.ation Reports Other:Large missile.Max. 16'-0"span at 30 p.s.f ASD load FL38 R8 AE A.S.S.A. INC. P.E.R. DRWG.15-084. df for Blade 1 and I.W-0"for Blade 2. See schedules on sheet Crea ed by Independent Third Party:Yes 12,25 and 28 respectively Back Nerd Contact Us::1940 North Monroe Street Tallahass a FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copvrioht 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 ddress released in response to a public-records request,do not send electronic mall 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 hapter 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 licnsee.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 carr be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please c lick here. Product Approval Accepts: 0 ebhsct N se mrit I rm s https://floridabuildin2.ora/pr/pr app dtl.aspx?naram=wGEVX wtDavYYHH2vJvx53Mw... 4/22/2016 GENERAL NOTES: 1.BERTHA H.V,ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION OOCUMEHT(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. p �• DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MEMIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A.S.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA-1: HV BLADES(1)& 11fA1 BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX.(A.S_D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D..AS TESTED, WERE NOT OVER STRESSED,A 33 R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS RU USED IN THEIR, SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CD=1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21,-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MTIONED CODE AS PER ATL REPORTS: ENTYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE Q #0214.01-03,#0715.01-03.(1004.01-05,#1214.01-05.@0317.02-06,#0609.01-10 AND#0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E=1886 AREA.2: HV BLADE(1)AND HV WINDOW BLADE AND E-1996 STANDARDS(MISSILE LEVEL D,WIND ZONES 1, 2&3)&#1220.01-10 AS PER TAS 201,2D3&203 PROTOCOLS LARGE MISSILE (WHERE APPLICABLE) -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 &NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2.HV BLADE(D AND HHV 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, CONCRETE/BLACK SHEET 7 3.BERTHA H.V.ACCORDION PINS(HV SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE @14x2.75'AND#14x1.75'RESPECTNELY.410-HT MINIMUM SERIES CENTERMATE DETAILS W SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 k.1 YIELD STRENGTH AND 180 ksi TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 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 Imi AND 35.7 lisi FOR END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 6005-75 ALLOY. MAXIMUM SPAN TABLES SHEET 11 CHOR-SCPIEUOCE=CONCRETE W-BtDr SH 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ALSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 k.1 MIN.YIELD STRENGTH AND 90 kei 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 AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEEP 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE 1) 12,13,14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 HV BLADE0&Q WORKING IN UNISON: 12, 13•& 15 INSTALLATION DETAILS S-X.WOOD SHEET 17 8.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEMBEARS A U.S.PATENT#6'779,582 COMPONENTS OF THIS APPROVAL ARE COVEREp, IN WHOLE OR IN PARI 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 BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS 70 BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK AREA 3: HV WINDOW BLADE M ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER[ELEVATION SHEET 19 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL HV AND HD CENTERMATES AND ENGAGE OR LOCK ALL EN AND HD LOCKS. AREA 4: HV WINDOW BLADE L)ONLY 11.SHUTTER MANUFACTUREYS LABEL SHALL BE LOCATED ON A READILY VISIBLE-LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTALLATION DETAILS, METAL SND WALLS SHEET 20 PLACED FOR 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.ED. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS RED., 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. (c)THIS p.ED.WILL BE CONSIDERED INVLWD IF ALTERED BY ANY MEANS. OBTAIN PERMITS IN THE STATE OF FLORIDA (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (F-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.ED.ENGINEER SHWA_SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.ED.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. llLlrr FLORIDA BUILDING CODE(Won High Velocity Hurricane Zone 0 ``S0�jER A,1/�Y��j ©2015 EASTERN METAL SUPPLY,INC. P,........r:. !� . 7 s' ASCE � BERTHA H TM o. 7amt. ® Accordion Shutter System � H.V.BLADE#1 W/OR W/0 RV. WKWN BLADE American Shutter Systems IEV.Nc DESCWFTON DATE DRAWN BY: M.L. A; = TIL L.IT TESTING & ENGINEERING COMPANY Association Inc. 1 OLD 11-192 4 t3 t4/13/15 N.W.36M.SL.Sla 30.5,VIRGINIA GARDENS.FLORIDA 3316 / / /5 DATE y � Phone:(3D5)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 DRAWING No a-mo®0006®9J�m West Palm Beach, FL 33407 3 ANAL ENG .A WALTER A TILLR Jr.P.E. 4 15-=085 P.E. SYEALr�SI�I KRE/DAIS FLORIDA LIe.@44167 s SHEET 6. 3'e FOR wlNeaw 111AOE® es VARIES 1.918• 1=26 491" Maz. .200° C�p on 0.454" .09 "a 0 321�� S54" 4 385- 0• r 4.999• O9 HV SOLID BLADE 375" .yro; O5 HV 90-1180- STARTER ®HV UNIVERSAL FLOATER m QUALIFIED FOR USE W VERED UNDER US PATENT QUALIFIED FOR USE W/HV BLADED ®HV DIRECT MOUNT C:: 1 I OW D r 6005-T5 ALLOY AND TEMPER ALIFIED F 6063-T6 ALLOY AND TEMPER -SEE LIMITATIONS OF USE OF BLADE©ON SHEET 196063-T6 ALLOY A ID TEMPER '�° 6063-T6 ALLOY AND TEMPER 3.226` 1.500" .124' 0 0115• 6 gip, 670' y� 2.670• ` 3.556' 'a (TYP•) W.676702-226• -902'4.897' .815" .092` HV ADJ. ADAPTER Wf LIP a.a36 0.072• 0.0 2•' 3.226' QUALIFIED FOR USE'W/ HV ®HV WALK-OVER TRACK ©HV W. FLOOR TRACK BADE O QUALIFIED FOR USE W/ HV O9 HV TRENCH TRACK ass 6063-T6 ALLOY AND TEMPER BLADE Q1 QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY ARD TEMPER BLADE 01 ONLY. HV RAINGUARD BLADE1Q 6063-T6 ALLOY AND:TEMPER QUALIFIED FOR USE W/ 063�Tfi--kttaY-AND-TEMPE"• N aRl ' 0 115L . N a 5VARIES t Max M 1.N93 6' MPER 1.917 083' 083• 93' " 12 a .060' 'v .093" .093•`o n ,4 L .060•o 670 c hep. 670 1.686- 0�-tAU3.-9201* 3.520" 670 35 11 HV CEILING HEADER p HV HEAD/ER�SILL 13 HD CEILING HEADER/SILL 2Q" Q�FlED FOR USE W/ HV BLADE(1 ONLY, QUALIFIED0603RTe ALLoY AND BLADE QUALIFIED FOR USE W/ HV BLADE(D 14 HD WALL HEADER. SILL SEE SECTIONS FOR VALIDITY- SEE SECTIONS FOR VALIDITY- QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER - - BLADE0 ONLY. 6063-T6 ALLOY AND TEMPER X r COMPONENT A B T1 T2 X Y E MK XMILYMNt 1' 1' 0.062• 2" 2' 0.125" 17 2" 5'MAX. 1/8' 1/8' 3' 3• 0.090' 18 2" 5"MAX. 0.192" 0.192" - ®iBLA C CORNER POSTSQUAUSE W/ HV ALUMINUkANG.L�ES 1§ 2.6" 7•MAX. o.tso• o.tso'DE01 QUALIFIED FOUSE QUAUFIEDB O�REUOSE W/ HV6063-T6 ALLOY AND TEMPER B ® 2' S'MAX. 0.139• 0.131" 606 - -f6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY,INC. .�`�Q"�•'�BENS�� dp BERTHA HVTM Accordion Shutter System i w c. wa ® m H v MADE#1 w/OR w/o H v wlNDaru BLADE y`r_ American Shutter Systems REV.N DESCMPnoR DATE DRAWN Of. M.L. = TIWT TESTING & ENGINEERING COMPANY a=? Association, Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 STp7E DF ca,' 6355 N.W-3611-St.Sle.305.MRWMA GAMENS.FLOWOA 3316 4268 Westroads Drive z Phone:(3D5)871-1530.Fax:(305)871-1531 DRAWING NO n:hlta.. 1. West Palm Beach, FL 33407 3 � ..... .���.� -ma0aEB-0006719 15-085 SSlON A����`"�. WALTER A T1UIT Jr.P.E. 4 P.E. SrE/FdGidllY(�RE/DATE FLORIDA ua.y 44167 5 SHEET 6 2 OF 20 4.660" .929' 4'.576" ,745' 2.293' 1/4'-20x1/' 1/4'-20 DIE CAST m.33• F7r NERD THREADED HOUSING ENAMEL 2.293' .745' SS.YS. BP%ED PAINTED TMRFjDO)28PASS 2 tYP.) AEL ail OyDGRESS TUoKNOB. .062' n 1. O .875° 0DER LINDER 't &KEYS E (CO(CHROME PLATED) PLATED 21 Hb CENTERMATE ''s. �J a ® H LOCK �,,�� p, s0, .3zs - V O HV EGRESS LOCK IFlED FOR USE & I ONLY QFl HV LO ENTERMATE 0P; 3023' 5" m QUALIFIED FOR US / HV QUALIFlED OR USE W/ FN -T6 ALLOY AND TEMPER QUA ED FOR USE W/ HV BLADE 1 & 1A ONLY e' BLADE ONLY. BLADE 1)& ®ONLY. 6063-T6 ALLOY AND TEMPER (2�j HV CORNER CENTERMATE off 250'O.D. 0 ALIFIED FOR USE W/ HV BLADEOI ONLY te" Ste' 2.874' 6063-T6 ALLOY AND TEMPER PLASTIC HEAD (((''''III If- 7.756' .922" 4.045' 2 MOLDED EN n m 2.079• 1.753" � °°° �� t.Goo' M o p6�• 6 PNn . n .360•A FTfft RIVETING 3/4.825' BEFORE � os. / "e " RNETING THUMBSCREW 1j4"sg-20 RIVNUT* ---1- �'i *SERIES 9444 ALUMINUM(2014-73 ALLOY)URGE FLANGE THIN SHEET NUISOD.PART g OB20,AS MANUFACTURED BY AVDEL PIAN `I FRONT ELEVATION HV MALE "T" LOCK CENTERMATE a.566 RT'-TODDRN--�''LTERr"EvrJExssEY-o7o5aroR-Ea ® " b HV "T" LOCK ® HV ALTERNATIVE LOCK ©7 LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ NV BLADE 1OONLY ® HV FEMALE T LOCK CENTERMATE ® QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADE DONLY 6063-r6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE(7l ONLY QUALIFIED FOR USE BLADE 1 ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPT W/HV BLADE Ql ONLY. Q 5' 1.917 " 1.917" 3.167 om o .D 3" D m 43 THUMBtURN .063" ;n v 1 CYLINDER OR .214' 1O .063' .052" m KEY CYLINDER 214' �jf .545' if 11 0.875'Min. c 1 .125"Max. D n m 31 HD CENTERMATE W NO LOCKING ROD ® HD CENTERMATE W LOCKING ROD M � O o - 16 F QUALIFIED FOR USE W/ NV BLADE 1 & A QUALIFIED FOR USE W/ HV BLADE 1 & 1A ,804• 6063-T6 ALLOY AND TEMPER HD CENTERMATE'S INSERT m ' 6063-T6 ALLOY AND TEMPER o VARIES.12"MIN. QUALIFIED FOR USE W/ HV BLADEQ&0 1/4'0-20 SS.OR 3/8'0-16 1.130 6063-T6 ALLOY AND TEMPER - _ ACETAL THIDIBSCR£YlS. i:1/2' THUMBNRN (SFE DETAILS? '1';z CYLINDER go OR KEY t7S 1.57 Min. CYLINDER 1.78'Max. ® LOCKING ROOD t/a'm ® HD LOCK nR ncl=ur i u m 375'0 Q F—"- - 6 HV 318 —16 ACETAL HV�./4" —20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. I@ 6063-T6 ALLOY AND TEMPER yT�/INSTALLATION WILL REQUIRE A 7/16 HOLE THUMBSCREWS TRIES S.S. THUMBSCREWS QUALIFlED FOR USE W/ HV BLADE 1Q& ©A DRILLED AT TRACKS FOR PROPER EMBEDMENT / BLADE 1Q QUALIFIED FOR USE W/ HV BLADE 1Q FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone �0, 7177 ©2015 EASTERN METAL SUPPLY• INC. BERTHA HVTM Accordion Shutter System KV MADE#1 W/OR W/O KV WINDOW MAIDE l ! American Shutter Systems ZEV.N DESCRIPDON DATE DRAWN 9Y: M.L. TILLIT TESTING & ENGINEERING COMPANY Ct, Association, Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 " A''. Q•; _`� 6355 N.W.361(. 5)Ste.305.V.Fox:(305)S,FLORIDA1-153 3316 �� .4_•. FES\O \ phone:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive z DRAWING No 15-085 e moa: 00OB7a"I.rom West Palm Beach, FL 33407 3 �� LONA EB. nLM19 4 2Yss111111111� WALTER A T1LLR Jr.P.E FLORIDA lie.6 44167 S SHEET P.E. SEAL/SIGNATURE/DATE 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR H V H V 41 3/8"0 12 TO I . L PCE 1D HV BLADE 1 40 !HV BLADE 1A HV W NDOW BIADE 0625` WON X-X .0625 .0625' HV LONG RECESSED NYLON BUSHING z s i n K LADEELs611; 0625 871913.T 3 a (TAP)43 IHV SHORT RECESSED NYLON BUSHING RI 75 ® HV NYLON HAT WASHER OR ® N N + I FLnT eu oN 3 50• ® HV WHEEL CARRIAGE AISI 302-303 SERIES I I 417 " 40 �, X 0.870"x3/16"THICK NYLON WHEEL 3 I! I, FIV WINDOW n a 2 7/8"MIN. I 0.188"0 AISI 302 SERIES S.S. RIVETS -1. 375^0 SEPTI TION BETWEEN .06251 063.7500• ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD * EXTERIOR LI; oPLADES f 9FCn0N 4 `p0 ON C TERS Rc% .7500" ® HV 2 3/4" ACCORDION PIN W/ #8 HEAD �4N,4@ 1"� 2 1/4" F4FR1OR CLEAR POLYCARBONATE IMPACT RESISTANT HV WINDOW I I B� TYPICAL HV WINDOW BLADE 1nA AND ® I, II I I; 3g ; j 3 T s POLYCARBONATE HV WINDOW DETAIL 43 or 3 '((SEE NOTE FOR Ill I I I EE 1O OR ® �c POLYCARBONATE IMPACT RESISTANT HV WINDOW I I BAYER MAKROLON 3103 POLYCARBONATE ' 12"MIN.CL cE RESINS, UV—STABILIZED GRADE OR SABIC HV PIN REQUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR x l TO BLADE B M INNOVATIVE PLASTIC LEXAN 103 RESIN HV Q! 1! a I I Q1 OR ® i l (SEE NOTE F" ON SHEET 19). ~ I1 (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR ® Ngo ! BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q 0 38 I ! POLYCARBONATE SOURCES FOR 44 HV 1 BLADE. EXTERIOR APPLICABLE REsv1T TYPICAL SHUTTER ASSEMBLY N.T.S. 7TPMAL PROPERTIES SFAlm0.'� Twm NASI (2) HV PIN ® MAY BE USED IN LIEU OF AND ONLY AT BV PIN ExrIOR REFERENCE N[uavAvnv nm T„oN,m N3W EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q Go.324• BLADE'S KN*CKLE. PJY57 EL GRAVITY ASTM m92 0.093 ropy D.ou ro/m BLADE WHEN CORRESPONDING TO INSTALLATION "11 , SHEET 7. 3 (SEE NOTE FO IR REQUIREMENTS) .04P�IT- ® ; TENSILE YIELD STRENM ASTM DM 9,400 pal. 9,500—L FLEAIRAL STRENGM AT YIELD ASIM D790 12,500 pe.T. 13,400 psL (3) HV PIN © OR ©3 W/ 1/2" O.D. 1/16" THICK S.S. WASHER ® i Ili FLFLEX w MODULUS ASTM D790 30,000 p.l 345,000 pal. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X > SHEET ® NOTCHED ROD ASM D756 a FT-Ibt 17 FT-Ibt RRE iRNINO CHARACTERISTICS: STM WHEEL CARRIAGE DETAIL SMOKE DENS" AD2843 47.2 z 64.5 R MAX ASSEMBLY LAYOUT RATE of BURNING ASM D635 C-1 CLASS C-1 Cuss N.T.S. SELF IGNITION ASM 01929 100'F 060& 60'F DJ ASTM C1S5 TENSILE STRENGTH AFTER WEATHERING ASM 6.18 9302"-I' 8990 pa.i. nHV BLADE SOLID & (A HV WINDOW BLADE DETAILS TENSE STRESS 9 RE WFAMEFMG ASTM 636 0461 psi. 8880 pal N.T.S. FLORIDA BUILDING CODE(lon Nigh Velocity Nurr!cone Zone ©2015 EASTERNMETALSUPPLY,INC . \ O�RpNgVTM\V J' VICEN Accordion Shutter System a A HSI t. ® ® ® M H.V.BLADE#1 W/OR W/0 H.V.WINDOW MADE !f = American Shutter Systems EV•B DESCRIPTION DATE DRAWN I3T: M.L. _ T • TE OF � 63555 N.W.N.TESTING & ENGINEERING COMPANY 36th.St,Sta JCS,VIRGINIA GARDENS,FLORIDA 3316f A9SOCiatlOflo Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 • Phone:(305)871-1530.Fox (305)871-1531 4268 Westroods Drive 2 F' ORIDp \4��; c-maB:Nlt-9ROI.GOID West Palm Beach, FL 33407 3 DRAWING No 'ii Ss/•... .. •'G�\\\\�� WALTER AO6719 T10—Jr.P.E. 1 S-OB5 FLORIDA Lie.#44167 s SHEET P.E. rQ9(S1�'rURE/DATE B 4 OF 20 ON HV LOCKS A - NTERMA 1 MANDATORY CONDITION A7:ONE HV LOCK® ®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR B OW 1 2 OF SHUTTER SP FOR SPANS UP TO 105".AND FOR INST TIONS AT ANY ELEVATION. HV LOCK or MAY BE USED AS INSIDE OR OUTSIDE LOCK,ATTACHED TO OR CFNTERMATES 14/(2) 1/4'0-20 x 1/2"LONG HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON O mQm *. TYPICAL SHUTTER ELEVATION. i6 a, 0 LO IF DESIRED BETTEAN INSIDE R OREOUTSDECE OR FOR SECURITY LOCK.CONNECTION OF LOCKS TOP TO TWO CENTERMATES OR®SHALL BE 4 INDICATED ON NOTE(1)ABOVE LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. DD� x - 3. OPTIONAL CONpTRON #2 OND ONLY WHEN MANDATORY C-r1NDR10N fit OR UMffED MANDATORY CONpI110N o , ?- IS USED W/'IWD H.V_ LOCKS): LOCKING RODS®ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY 4 5 oR 6 oR O oa 4 °P® BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE LOCKMG RODS®OR AN ALTERNATIVE DEVICE v MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. MANDATORY CON fqI 612:ONE HV LOCK®or 0 SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN �T8 AND INSTALLATIONS AT ANY ELEVATION. HV LOCK�or®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO 0 CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2' LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS o AT TOP& BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. xoyc-xvc MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. v ® NFo 5. ALTERNATE'TO MAN2MEff• ONE ALTERNATE HV LOCK MAY BE USED IN UEU OF HV LOCK or FOR ANY SPAN AND !RR! D N ONS-AIRY-EI�VATI NATE-COCR-®-MW7-BE-OSEDT4TATJ-INSIDE-OR�UTSIDE�OCKcTTACHM x o- i5_11 15 OF 1/4'0-20x3/4"S.S.THUMBSCREW TO®OR®CENTERMATES SHALL BE MADE W/i/4"0-20x3/4"ALUM. a= �� —xogo-x�vn o � RIVNUT AS SHOWN ON SECTION HVE, SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO I �gaW2 �/ 3 LOCKS AT 1/3 OF SHUTTER SPAN. V moN® 6. MANDATORY CONDITION 83 FOR KEYSTONE MQUgtN INSTALLATION%%__ ONE HV LOCK®or 0 or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96',AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK® or®or®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO®or®SYMMETRICAL CENTERMATES W/(2) 1/4"-20 x 1/2"LONG FLAT HEAD S.S. SEE END M. Q TOPON OF BOTTOM LOCK SHALL BE AS INDICATED O N TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/ CONNECTION DETAILS ON D F E x I J K L Np 0 a y W % SHEETS 10& IS HEIGHT FULL n *NOTES ON HV "T" LOCKS AND CENTERMATES: OF CORNER 1.aEtx1ND�7t7iNATE TO MANDATORY CONDITION pt VALID ONLY FOR HV'T'LOCK�( .AND CENTERMATES FLS AND NUYDED __ CENTERMATE *ONE ALTERNATE FN "T'LOCK SCS MAY BE INSTALLED IN UEU OF NV LOCKS®OR®FOR ANY SPAN AND ©m®o6©•Don®m10+13 Da I STALLATION AT ANY ELEVATION.ALTERNATE LOCK F) Y BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF LOCK®INCLUDES USING REINFORCING LOCKER , AS SHOWN ON SECTION HVG, SHEET 9,WHICH MUST BE CONNECTED TO CENTERMATES 0 AND®W/ 1%4'0-20 x 1 1/2"LONG S.S.THREADED BOLT W/7/8"0 x 3/32" ©+O+©m© O+Om WINGNUT OR W/ 1/4'0-20x1"S.S.M.S. INTO A 1/4 Ox 5/8"RIVNUT.LOCK MAY BE INSTALLED AT MIDSPAN OR 12" 7 + 7 18 MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS®TOP AND BOTOM IS MANDATORY. + 8 oR 1 +®m S + 7 m *NOTES ON HD LOCKS & CENTERAgATES: 1.f1D LACK W/ND CF lAA7�S—�3�W/C3� : ONE ALTERNATE HD LOCK(D MAYBE USED IN UEU OF TYPICAL n1 HV BLAbE SHUTTER ELEVATION HV LOCKS 2 OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK®MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK®TO®IS W/3#8 x 3/8'F.H.S.S.M.S.•AND INCLUDES REINFORCEMENT INSERT 0 AS SHOWN ON SECTIONS HDS-HVB AND HDC-HVC,SHEET to.LOCK MAY BE INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS®IS COMPLETELY OPTIONAL FLORIDA BUILDING CODE(Mon High Velocity urricane ane 2015 EASTERN METAL SUPPLY,INC. BERTHA INC. ® ® Accordion Shutter System H.V. BLADE#1 W/OR W/0 KV 1lIMM BADE l&i/1 3f1.f`:7pC_ American Shuffer SysfemS ,x DESCRIP110N DATE DRAWN BY: M.L STATE OF TILLIT TESTING & ENGINEERING COMPANY - o= Association, Inc. , OLD v-19z 4/13/15 DATE. a/13/ls �` GS06 N.W.360.St,Ste.305.WiGWIA G"RDENS,FLORIDA 371 .• Ph...:(305)B71-1530.Fox:(305)877-1631 4268 Westroads Drive z DRAWING No .c ORI a-mdl:Gteco®Dul.cDm West Palm Beach, FL 33407 3 15-085 wxw1k;, 7ONAL ENG.N`' WALTr A TIEB-DOLUT a�.P.E. P.E. SEAL illNiI RE/DATE FLORIDA uo.))aalsi 6 SHS OF 20 ONCRETE ANCHORS POURED CONCRETE POURED POURED •(SEE,SCHEDULE ON OR CONCRETE BLOCK CONCRETE CONCRETE REQUIRED 1/4'0-20x3/4"S.S. REQUIRED SHEEr 13) CONCRETE ANCHORS MACHINE SCREWS REQUIRED FOR (SEE SCHEDULE ON W/1/4'-20 CONCRETE ANCHORS 17(8 R�A ets.NE(SEE UOUNDNG®0N SHEEr 7) SHEET 13) NUTS 0 12'O.C. (SEE SCHEDULE ON SHEEP 13) i" 1" Min. 1/4'0-20x3/4"S.S. Min. JED EO EO MACHINE SCREWS __ EQ QUSING i/4'-20 NUTS® 12"O.C. _ GR15E.D.* .250'MD%. 13 OR 15 13/,.250'Max. • �� 1 Max. i ii OPTIONAL III i i i I ' OPTIONAL 'u _ 1 m�(SERE � 1 1 ' i I i i 011`• T 1 ®p i - 1 i - MIN.SEPARATION TO GLASS 1 1 1 17a1ZT(DT&T&O� i I i I 1 OR i I i I EXISTING SCHEDULE ON SHEEP it) i i E)(ISTING 1 p&� i i 1 MIN.SEPARATION TO GLASS I 1 1 1 1 1 GLASS-1 _ -(SEE SCHEDULE ON SHEET 11) I I EXISTING i il I GLASS— 1 l 1 ©HV WALL HEADER INSTALLATION Q HV WALL HEADER INSTALLATION © HV WALL HEADER INSTALLATION + KEYSTONE EXISTING , MIN.SEPARATION TO GLASS GLA55--+ p nON r—(SEE SCHEDULE ON SHEET 11)MRL W-13(% 11 i i 1 1 1 OR 0 ® '_ MIN.'SEPARATION TO GLASS 1 1 I 1 EXISTING 11 FM MME ANO ' II 1 I (SEE SCHEDULE ON SHEET 1l)— GLASS � Wi1ON%W 19 FM h1 1 F➢AOEsm&Q }5�1 1 1 a EXISTING I 1JDAL f OPTIONAL i i1 1 i Giu..sS—.' r I I 1 Max. PHOPTIONAL i i1 1/4"Max_ 1p" 13E0.* ii ii D* iiiIi 19 EO EQ 1/ r-- 13 GR 0 1" ---- 12 OR® --- 1/4"0-20x3/4'S.S. Min. E O PHILLIPS TRUSS HEAD 1/40-20x3/4"S.S.PHILLIPS17 O 18 MACHINE SCREWS USING CONCRETE ANCHORS HEAD HEAD MACHINE SCREWS RS 1° 1/4"-20 NUTS® 12"O.C. (SEE SCHEDULE ON W/1/4"-2D NUTS® 12"O.C. (SEE SCHEDULE ON RS 13) Mn. POURED C O I BLOCK SHEET 13) POURED CONCR OR REQUIRED OR CONCR LOCK C NCRETE ANCHORS WALL RE IRED OD HV WALL SILL INSTALLATION (SEE SCHEDULE ON FO HV WALL SILL INSTALLATION POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION NOTE FOR COMBINATION OF SECTIONS; INSTALLATION ®ETAILS UV/ 1-SEE SHEET 4 FOR TYPICAL SHUTTER * I-D.-EDGE DISTANCE ASSEMBLY 0 SEE UMrTATIONS OF USE FOR /1� L9\/ BLADE A E 2-MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) BLADE 0 ON SHEET 19 `f, 1-1`f LA IN ANY WAY TO SUR ANY INSTALLATION. L7111L1F// FLORIDA BUILDING CODE(Non high Velocity Hurricane Zone 14/T//��i ©2015 EASTERN METAL SUPPLY,INC. \\CENSE' `��'�, BERTHA HVTM ° -- 1L E C® �r�� ® ® ® ® Accordion Shutter System _ KV.aADE#1 W/OR W/G KV. WINDOW BLADE /(�; _ American Shutt®P 5yst®ms IEV.N DESCRIFUGH DATE DRAWN Dr: M.L. T1 LIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4/13/15 DAM- 4/13/75 �'• 8355 N.W.361h.St,Ste.305,VRGM GARDENS,FLOROA 3316 Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive z DRAWING No %��/��S'.,•••;,f•N�\\``�: .—WI: 1— West Palm Beach, FL 33407 3 15_08 •WALTER A TILLR J,P.E. g SHEET P.E. SEALJ���NATURE/DATE FLORIDA Uc.(7 44167 6 6 OF 20 POURED CONCRETE ANCHORS i MIN.sPMAnON i i I t OR ®e I i 1 i M D DNTO ,� I CONCRETE (SEE SCHEDULE ON SHEET 13) TG aA55(SEE I I EXISTING ' ti I ' 1 REQUIRED SaiEDIAE ON SEED' i I i I I i ;(SEE scilmUl�ON- SIM N I I I GLASS—i I I I EDGE OF ",tt FDR BVDEmAND, I , 1Ni.sTVAwOIon 1 I I w SIM to FOR I roSF GIAs I I I 1 I D. APLABILE EXISTING i [anOEsma�® ' I `�• i"(stE msnulE I I I 9 1 ON 5 GLASS I , 1fEE(u) ' i ALTERNATE iiI i i i Iii Iii IXISDN ✓ I ANCHOR I I i i I GLS55 LOCATION #10x3/4"HWASHER HEAD i I I 1 I I L:!OR fill R 1$ 3/8 MIN. TIX SCREWS 0 12'O.C. 8 s�EIFMCONCRETE ANCHORSAPPLICABLE n'• ©+ ] I (SEE SCHEDULE ON SHEET 13) E E EDGE OF EXISTING I I n I I I EDGE OF 1 1 I SLAB IF p- GLASS- i ILII SLAB.IF i 11/2 III EDGE OF APPLICABLE .� � I I APPLICABLE E.Q.- .Q. APP CABLE POURED FIAT HEAD CONCRETE ANCHORS ID aA55 I , POURED .0. CONCRETE E m skET I T CONCRETE REQUIRED (SEE SCHEDULE ON SHEET 14) -{ 11 PON ash mAAO, POURED REQUIRED FLAT HEAD CONCRETE ANCHORS CaE STREY to Fal O OR ® CONCRETE - (SEE SCHEDULE ON SHEET 14) BA�mg�a REQUIRED I1 ,TRENCH INSTALLATION I VAUD ONLY FOR UP TO +70, -75 PSF A.S.D. -- - �I HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING&FOR SPANS PER ® HV FLOOR INSTALLATION t SCHEDULE#3, SHEET 11 © HV CEILING INSTALLATION EXISTING WN.SmNWDON CONCRETE ANCHORS G1n55 I 1m+,smARAtIW1 , SEE SCHEDULE ON oN sN --(9E SaItWIE i In �4" NCEID T FTADi.NM ON SHEET E1) I I I I i I I D(ISNNG SHEET 15) AO TECHNOLOGY OR 141 POWERS EXISNNG I I I EXISNNG—I m.SEPM+AOON ro awtis GLASS-1 I(i FASTENERS TAPPER+/ANCHORS WW/5 I 1M/AX. GLASS---� r I I > GLASS -I(saE-m.ON sHEr:T It) I 1 I Nrta�PwwtnoN tD i I i 1.3/4"Art EMBEDMENT 0 6' . i iiI i I I oN SN 11) , ' ,'j O.C.FOR UP TO 6'-0'SPAN AND ,I Q I I I I i I 1 1/4- 4" 1 4'OXa FOR SPANS LARGER THAN I 6'-0-UP TO 8'-0-MAIL APPLY I �7 I I 11 I / 1 I I SEALANT AT EVERY FASTENER WAD I I I I I 1 1 I L I I MAX. (TYP.)(SEE NOTE N ON 9EEf 17 IMAX. I i * I 10x3 4"HEX • I I FGR LIMRAnON 3/B" -3 DR 15 p i 1 B I I WASHER HEAD E. I i i 1 CONT.SEALANT MIN. I TEK SCREWS I ) g• ® 12"O.C. 14x3 4 HD(HEAD I �- 1 8" O I I,I •• .. j„ 1/4-0-20.3/4'SS US TIX SCREWS®9"O.C_ ---- #14x3/4`S.D.S. ____ ti: USING 1/4'6-20 NUTS OR 1/4`0-20 S.S.M.S. i CONCRETE ANCHORS n 1 _ _ 6 +O 3/ ®9^O.C. -- - '•�;` `"•:=:+; o 12`or_ W/NUT®9"D.C. i (SEE SCHEDULE ON 1 1 SHEET 14) a• q •••' WALLING NON STRUCTURAL L _--_- {?f4----• ON,'IS 1/2" 1" @.R@ .0'0 N. WDLL TRM(DECORATME I I N EDGE OF '.`.1.-• - SILL) . II ' STAB IF #14x3/4"F.H.S.D.S. .• .MIN_:':: .'.{'?1. Poursm CONCRETE LEI 1 7 8" 1 7/8 I I APPLICABLE ®8"O.C. REQUIRED CONCRETE ANCHORSSEE NOTE 13(b) _ D POURCONCRETE (SEE SCHEDULE ON ON SHEET 1 EE NOTE 13(b) p_ OR CONCRETE BLOCK SHEET 14) POURED CONCRETE ON SHEEP 1 •�'•'`-� " ED LE ^6' REQUIRED OR CONCRETE BLOCK OPTIONAL POU REQUIRED ®KNnEEY,S TON E61MOU�IRMG84INTS�ALLATION REr ® HV WALL FLOOR INSTALLATION © HV WALL WALK—OVER INSTALLATION REQUIRED MAXIMUM SHUTTER SIGN REZ HV RAINGUARD INSTALLATION fi NOM, THIS INSTALLATION SHALL BE O COMBINATION.OF SECTIONS s -REMOVABLEED WHEN PERFORMED DISTANCE ADJACENT TO AN OPERABLE EXIT O SEE LIMITATIONS OF USE FOR 1-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEEP 13) ASSEMBLY OR ENTRANCE BLADE 1A ON SHEET 19 INSTALLATION DETAI LS !N/ O HV BLADE IN MOUNTING SECTIONS CAN BE COMBINED FLORIDAL T1 11 IN ANY WAY TO SUR ANY INSTALLATION. FLBUILDING CODE(Non High Velocity Hurricane done P';-�!CCIT'''J�� ©2001®15 EASST®TERRNN+pMIETAL SUPPLY, INC. gaQ~'.�GENSF' �9'% AMSSISAN Kv.MADE#1 W1 OR W/O KV.WNIV9 SAM 1 ��. /��'�� 2 Accordion Shutter System Am®PTCafl Shutter Syst®ms _N OESCRIPTTON DATE DRAWN BY: ML -o'• 'STATEOF :� TIWT TESTING & ENGINEERING COMPANY � Association, Inc. t OLD 11-192 4/13/15 DATE.- 4/13/15 6]56 N.W.Stit,St.,St.,3W,VIRGINIA GANDEN5.FLORIDA 3316 4268 Westroads Drive 2 Phone (305)871-1530.Fox:(305)871-1531 DRAWING No ��c�.• OR _3: West West Palm Beach, FL 33407 3 15-085 S ••..... S�0 N AL E����`� WALTER A.TILLD Jr-P.E. P-E. SFtfSfu�NA�TIURE/DATE FLORIDA LORID U.@44167 6 SHEET OF 20 SEE END WALL CON ECTION ILS ON SHEVIS 10 Jk ..I{�8 SEE TES ON LOCKING RODS 3®.HV LOCKS OUT 90' I N I STING GLASS INSTALLATIONS W/ 1 HV AND A.SLACK D HV LOCK ON SHEET 5. ' BLADE W HV CENTERMATES CSD.�APPUQAna IVALID Eo 0R SEE END WALL CONNECTION 10+®5 ©+®ORQ+ on EXISTING GLASS DETAILS ON SHE 10_!� 98 Bee 2'x2•xl/8'x0'-2 I ®+®'GR O+OaR 19+� 3 1/4• 7" 6 1/2• 7- (60637T6/410 ALUM. OPPOSING SYMMETRYCAL ANGLE ANCHORS TO TAPCON'CONCRETE I ,/2" ors©+ ANCHORS TO CONCRETE CENTERMATES (roP/eoTroH)& " CENTERMATES MIN. SEPARATION (4)®10x1/2'S.MS.TO TUBE g,oxs/aS.M.S.s.M.s.® 12 I O.C.FULL LENGHT. W/ HV LOCK G or (2v5) W/ HV LOCK TO GLASS 3 * 3 (SEE C HEDULE AT EACH ANGLE M?i ON SHEET 11) O ® � W-7 I N 5r 0 90 5* , ° n Ir + PPS 2 O QOR®OR©+OOR®OA 104OOR O O �1� OUT O10+15 at oP w O ©+© ©+© HVA H V I� °Q®�©+O7 °R®°R 10+13 oR IXISTING G�V� POURED CONCRETE OR 10* 3°R1 1 on REOCR DE BLOCK WALL O ©_©+© ———— IXISTiNG 5118 DRQ+®°R®+®ml ------------ 6 7 oR 6 7 * 8oR crasS \ SYMMETRICAL * �'O'© �`O © MIN. ES ES PARATION 8 +®DRQ+O3 oR 19+15 J GLASS CENTERMATES 6 I N © � © ((� Q ro CHED 5 x $oR 1 + S oR 8 + 7 «7 (SEE SCHEDULE m W/ HV LOCK 2n6 OPTIONAL (INTERIOR) ®*®°flO*©OR19+15 ON SHEET II) MIN.SEPARATION TO GLASS3 _ (SEE SCHEDULE I N OPTIONAL OR®+ON SHEEP 11) (INTERIOR) ----___ _—_—_—_ —_--__--__ - - - OUT __ CONCRETE L 1 q ANCHORS .z \/-C3), VARIES (raj rf� J 90' * (/J�jJK °1 ® v a, ® OUT Q 1/2-MAX.SLACK OUT 3 5 (E)(TERIOR) HVE -HVF** HVD FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone oil 0 2015 EASTERN METAL SUPPLY, INC. •....... BERTHA H TM ��P.•'.�EN 0 B. E G® o ®� Accordion Shutter System Hv BILME#1 W/OR WAO U.WINDW MADE 71r; ly l`T *E TIWT TESTING & ENGINEERING COMPANY American Shutter Systems REV.N DESCRIPTION DATE DRAWN BY: M.L. N.W.3601.St,Ste.30.f'•VIRGMIA GMDMS,n R01A 3316 016.9 Association, Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 o'• STATE OF = 4268 Westroods Drive z %-Ego' Phone:(305)871-1530.Fax:(305)871-1531 DRAWING Na �y0,� . �LORIDQ •����` —0:Ulteco®ool.00m West Palm Beach, FL 33407 s 15-055 EB-0006719 •�,,A/CC�'�+;0pp,��•AA•L�•f�G`�O WALTER A nWT Jr.P.E. 4 P.E. S�7l1Ja�ati�iC1AT1'1�tE/DATE FLORIDA uG y 441 s7 6 SH8 OF 20