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HomeMy WebLinkAboutProduct Approval 4 �g 17 # Florida DepaitmentoF BCIS Home Log In j User Registration Hot Topic Submit Surcharge Stats&Facts Publications { FOC Staff ( BCIS Site Map' Links Search Business Profess itr-rat � p Product Approval USER:Public User Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail I,Ch� FL# ZFL3:89-118 Application Type Code Version 2014 Application Status A proved Comments Archived p 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 O 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 C] 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 Summa 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 Ddf 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 HZ:No FL389 R8 II A.S.S.A.INC. DRWG.15-085.odf Approved for use HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistan Yes Created by Independent Third Party:Yes Design Pressure: /A Evaluation Reports Other:Large missile el"D".Max.Span is 16'-0"for 30 FL389 R8 AE A.S.S.A.INC. P.E.R. DRWG. 15-085 HV.odf p.s.f negative ASD load depending on centermates and Created by Independent Third Party:Yes locking rod configuration for the HV1 blade,8'-0"for+64, -72 p.s.f.load for HV blade for Keystone mountings 7'-0"for +75,-75 p.s.f.for metals stud mountings and 8'-0"for 110 p.s.f,for HV1 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.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. 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.Ddf 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 mall.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 emalls 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: Em iM EChecV. a 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 SYSFEM SHALL NOT BE INSTALLED AT HIGH VELOCTIY 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 SHUNTER WILL TABLE O� CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(ASO.)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 0)& AIA BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX(AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. ' GENERAL.NOTES SKEET 1 IN ORDER 10 VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.ED.,AS TESTED.WERE NDT OVER STRESSED,A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS IS1QI USED IN THEIR, SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVM A WIND DURATION FACTOR CD-1.80 WAS USED FOR VERIFIUATION 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 MENTIONED CODE AS PER ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE(D #0214.07-03.90715.01-03.01004.01-05,$1214.01-05,#0317.02-05.#0609.01-10 AND#0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E=1886 AREA-2: W BLADE C1)AND HV WINDOW BLADE R AND E-1996 STANDARDS(MISSILE LEVEL D.WIND ZONES 1,2&3)&#1220.D7-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE (WHERE APPLICABLE) -HV WINDOW BLADE ®#0505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVE.D,WIND ZONES 1,2,3)BASIC PROTECTION ONLY AND#0725.01-88 AS PER TAS 202 PR070CQL ;TYPICAL SHUrrm ELEVATION &NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2. FN BLADE Qt AND HV WINDOW BLADE (a ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER 114E GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS C-M,CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS(HV SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE#14x275"AND#14x1.75'RESPECTIVELY,410-HT MINIMUM SERIES CENTERMAE DETAILS HV SHEET 8 STAINLESS STFLLI.SCREWS WITH 135.0 k.7 YIELD STRENGTH AND 180 Wm TENSILE STRENGTH,PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS EN SHEET 9 COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV MARKING ON THER 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 ksi AND 35.7 Tisi FOR END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 6005-TIS ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 318 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ke,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 kM MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE QI : 12,13,14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 15 HV BLADE 1)&m WORKING IN UNISON: 12, 13&15 INSTALLATION DETAILS S-X.WOOD SHEET 17 8.THIS PHIL ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT#6'779,582 COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PARI BY U.S.PATENT#5'458,178 ISSUED TO EASTERN END CONNECTION DETAILS 7-12&X.WOOD SHEET 18 SUP METAL SUPPLY.INC, hA� 9. R SHALL BE THE RESPONSIBILITY OF 114E CONTRACTOR TO VERIFY THE SOUNDNESS OF 114E STRUCTURE INHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR 70 SFAL/CAULJ( AREA 3: HV WINDOW BLADE ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONIAOT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION, TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEAR PERMANENT LABS.IN A VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT.OR OTHERS,MUST PROPERLY CLOSE ALL HV AND HD €�4. MONLY. CENTERMATES AND ENGAGE OR LOCK ALL HV AND HO LOCKS. WINDOW GLAD Y 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LacknON AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.0.3 OF FLORIDA BUILDING CGDE ONE LABEL SHALL BE INSTALLATION DETAILS, METAL SND WALLS SHEET 20 PLACED FOR EVERT OPENING.LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE 12 BERTHA H.V.ACCORDION SHU17ER SYSTEM'S INSTALLATION SKALL 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 0Y THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;T.e.WHERE THE SITE CONDITIONS DEVNTE 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 RFSPONSIBIU7Y. (C)THIS P.E.D.WILL BE CONSIDERED INVAIJD IF ALTERED BY ANY MEANS. I 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(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.EO. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. 111111 FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zane �k ER A�..1/�AAii"" _ ©2015 EASTERN METAL SUPPLY,INC. IL ICE" RTHA HVTm r /lf�''•,o 1 L E C O �Pic. & Accordion Shatter System s a ■ ■ ■ H.V.BLADE#1 W/OR W/O H.V.W7P. M BADE American Shutter Systems DLS0IUFnCN DATE DRAWN BY: PAL 4a'IHIE :` = TTLLIT TESTING & ENGINEERING COMPANY Oma. OF .- r 6137 N.W.38th.SL.Sto.MS.V4=1A GWOM FLORIDA 33l ASSOCtOtIOn, Inc. t OLD 11-192 4/13/15 DATE 4/13/15 Phone:(305)B71-1530.Fax:(305)871-1531 4268 Westroads Drive 2 `Li�Lf's'.. •'�(Cr��� DRAWLING IV c-M.H.-UILe-G.A.M West Palm Beach, FL 33407 3 COC FLORIDA"/"'�D'V•••••1wA1``1��1```` ®-0000719 4 OC7J /A AL 4fy S WALTER A 7IU_rr Jr.RE P.E SEALfS���ATURE/DATE IDA L,a.#44167 5 SHEET 6. 1 . OF 20 .. Sb FOR WINDOW BIADE® VARIES 918• 1.491' 1. 1.200° p� 4-1 n�4� 4.385' •• ^•W:857•"•__. 4.999' O �• �\'1�� co O9 HV SOLID BLADE 375 ^" O5 HV 90'/180• STARTER 7s ®HV UNIVERSAL FLOATER m QUALIFIED FOR USE W/ QUALIFIED FOR USE W/ FIV BLADE 1D ®HV DIRECT MOUNT HV BLADE„�i - -- 1� HV WI DOW BLADE* 6005-TS ALLOY AND TEMPER QUALIFIED FOR USE W/ HV ALLOY AND TEMPER 'SEE LIMITATIONS OF USE OF BLADE®ON SHEET 19606'3-T6 ABLAYD A 10 TEMPER .37' o 6063-T6 ALLOY AND TEMPER 3.22' 1500' .124' a 2.670° 4 A. 3356' n - .994• 6 1.000' cik�� .670• 2226" n7T p 842 4.89Y 15' .D92• 0.wz• 0.072' HV ADJ. ADAPTER Wf LIP x436azo QUALIFIED FOR USE'W/ HV ®HV WALK-OVER TRACKV ADJ. FLOOR TRACK BLADE Qt QuauFlED FQR usE w/ Hv O9 HV TRENCH TRACK6063-T6 ALLOY AND TEMPER BLADE 1 QUALIFIED FOR USE W/ HVQUAL.IFlED FOR USE W/liV 6063-T6 ALLOY AITD TEMPER BLADE 10 ONLY.BLADE tO 6063-T6 ALLOY AND TEMPER V6063-T6 ALLOY AND TEMPER a VARIES i9 1936•1' 1.915' oMa ' R 1917". 083' 083• m .083• c .083• .093'o �n f .100' ARL R _ - AGO• "? m .06W 670 o N .093° - .093•'0 4 .060'm - m 6p M 0 _ 0 670 3320'' q 3.529• Mg .2 1 1 HV HEADER/SILL HV CEILING HEADER / 13 HD CEILING HEADE�SILL Q IFlED FOR USE 411/ HV BLADE 1 ONLY QUAUFlE 60603-76 USE AND TEMPER QUALIFIED QUALIFIED FOR USE W/ HV BLADED - 14 HD WALL HEADER/SILL , SEE SECTIONS FOR VALID SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND 6063-T6 ALLOY AND TEMPER BLADE10 ONLY. AND T COMPONENT A B T1 T2 X Y t AX2' 2' 0.125' 17 2° 5"M . 1/8• 1/8' 3' 3' 0.090' -- - ---. 18 2' 5•MAk. 0.192' 0.192' !6 - SIDE ANGLES ,, IFIED FOR USE W/ HV ALUMINUM ANGLES 19 2.5" 7'Mnx. 0.190 0.190' Q SCORNER POSTS BLADE 1 QUALIFIED FO USE W QUALIFIED FOR USE W/ HV BLADE 1 0 TEMPER 2• S•MAX. 0.139• 0.131' 6.63-T6 ALLO 6063-76 ALLOY AND TEMPER FLORIDA BUILDING CODE(Non High Velocity Hurricone Zone ©2015 EASTERN METAL SUPPLY,INC. �.•��R•.:....•!TJ�,,�i BERTHA HVTM Q:�OENSF A SSA Accordion Shutter System : 1 L ECO 1.C. ■ e . ■ lit/BLADE#1 W/OR W/0 KV.WINDOW RADE • �'/ = American Shutter Systems IEV.N DESCRIPTION DATE DRAWN 6Yrt MJ_ TILLIT TESTING & ENGINEERING COMPANY ASSOCIOtlOn, Inc. 1 OLD 11-192 4/13/15 DATE- 4/13/15 "•. STAh OF .7j,� Toss ILw.3su,sL,st..306,wRaNu celtoExs.E19FD1 3316 Phone:(3D5)871-1530.Fox:(305)871-1$31 4268 Westroads Drive 2 DRAWING No O FCOR1� ��� a- I;61tecoo.doom West Palm Beach, FL 33407 3 . ��c'•. r�Cs`�.� ®-ODD6719 4 15-085 S$/ N AL y,`��� WALTER A TILLIT Jr.P.E SHEET P.E. S P&1ly�IGWAVORE/DATE FLORIDA uG g 44167 s 6 2 OF 20 4.660" .929' 4.576" S4"- 0.3 2Nt1 1/4'-20 IE GSI M1S' RFADm 2.293" .745' S4.." BAXW PNNFED 1/4'-20 THREADED DIECAST •O (aJ o N a o -c,°• �^ 4'�o m .m^0 tip (2 TYP•)3HOU�PAWM 0" � BV BT.URN T- ep m ai .875° DER c o lob' .318 _ NUER _ - - •.-. D,9 _ ____— - r; &KEYS E (CHROME PLATED) 21 '14V CENTEMSLADE('lD&� ° P ^ " ) ,� s 1325" ^ ^ ® HV LOCK ® HV EGRESS LOCK QUALIFIED FOR USE W/H ��J NV LO C F TE 0- y 3.023' 675" QUALIFIED FOR USE W QUAUFlED FOR USE W/ HV 6063-T6 AL yAQU ED FOR USE W/ HV BLADE 1 & 6)ONLY 6063-T6 ALLOY AND TEMPER ©2 HV CORNER CENTERMATE - BLADE 1Q.& ONLY. QUALIFIED FOR USE W/ HV BLADE(JONLY 250"a.°• 2.674' 6063-T6 ALLOY AND TEMPER18' PLASRC HEAD o 1.756" .922' .2• MOIDEp 4.045• SCREW N 2.079' 1.753" 60'AFTER RIVETING ` in00� n c 6 N a a0, -os w 17 1�,4n�-2USX 3/4" BEFORE RNEIING / °N d. rc n t� J y 4 Q S.S. THUMBSCREW 1/4"0-20 RIVNUT* 7' J11-T *SERIES 9444 ALUMIM1M(2024-T3 ALLOY)LARGE RANGE THIN I I i 1tfl I m m .822' SHFET NUISERT.PART$0820.AS MANUFACIVREO BY'AVDEL PLAN `t FRONT ELEVATION O .HV MALE "T" LOCK..0NTERMAT 4.566" CREAKY TE ORO,PARSIPPDW..NEW JERSEY 07054 OR FALIAL " " HV "T" LOCK ® HV ALTERNATIVE LOCK © LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE 1QONLY ® HV FEMALE T" LOCK CENTERMATE 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADE ONLY QUALIFIED FOR USE W/HV BLADE ONLY W/HV BLADE 01 ONLY. BLADE 1Q ONLY. 6063-T6 ALLOY AND TEMPER 6063--T6 ALLOY AND TEMPER' ' 1.917 S 1.917 3.161 - < T— m 32 DTHUM6NRN .063" CYLINDER OR .214' m -063" -062 STI KEY CYUNOEH n 214' ^m .545' N 0.875•Min. o .40 n N m 1 .125"Max. 3© HO CENTER NO LOC O ® HD CE A E LOCKING ROD m Qo o o ' QUALIFIED FOR USE W/ HV BLADE 1 & A QUALIFIED FOR USE W/ FIV BLADE(q&& 1 6063-TG ALLOY AND TEMPER ®3 HD CENTERMATE'S INSERT - 6063-T6 ALLOY AND TEMPER c vaRIFS. tz"MIN* QUALIFIED FOR USE W/ HV BLADE&� ^ t/4'0-20 a9.0A 3/B'o-i6 1.130" 6063-T6 ALLOY AND TEMPER ACETAL TI4wB5CRENS THUM8IURN (SEE DETA2s) / CYLINDER _ , Do OR KEY _ its __ _ 1.57 Min. CYIJNDER ��_ ,H 1.78"Max. LOCKING RODS - m ® HD LOCK m UAUFIED FOR USE W/ HV B " 75 0 063-T6 A 14 'R © FEV 348 o-16 ACETAL 3 HV 144" -20 AISI 3071- BY REGENT HARDWARE MORTISE LOCKS STATES 2333 HOOK BOLT LOCK. Q Q6 INSTALLATION WILL REQUIRE A 7/16" HOLE THUMBSCREWS SERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE tO& �A DRILLED AT TRACKS FOR PROPER EMBEDMENT BLADE 1Q QUALIFIED FOR USE W/ HV BLADE TQ FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone Ll r!xii� O 2015 EAsmzN METAL SUPPLY•INC. BERTHA Accordion Shutter System■�■�■�� HV. BADE#1 W/OR W/O M.WIWN MADE * /l G S� American Shutter Systems BESCroPRDK DATE DRAWN BY: M.L•L+�� TILUT TESTING & ENGINEERING COMPANY Qssociation, Inc. 1 OLD 11-192 4/13/15 OADAT-- 4/13/15 N.W.N.W-3610.54 St..309,VRt4TNlA CAROINS,Fl11R0L4 331 Pt nnQ Phene:(305)871-1530.Fox'.(305)671-1531 4268 Westroads Drive 2 a-m is 6ltecoacal.com West Palm Beach, FL 33407 3 DRAWING No WALTER A TIWT19 P.E. 4 15-085 P.E. SEAL/SIGNATURE/DATE FWRSIA Uc.t 44167 5 SHEEP 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV HV 3/8"0 12'MIN. INGE Q HV BLADE 1 41 40 38 ! TO ELADE P CIGE1A 1875' s2s' I& W BLADE 1A KV WINDOW BLADE .0825' �OLTaae Y •0625 ,825' ® HV LONG RECESSED NYLON BUSHING �z� I n KNUCKLE "P OPENIN .0625111•1875' Y O¢ 0.06 S 39 HV SHORT RECESSED NYLON BUSHING 39 ¢�-• 3 ' �) m " I % HV NYLON HAT WASHER (DOR ® �x'I it I FLAT 6 RTION EXTERIOR R1.7 o 50' LL ® HV WHEEL CARRIAGE AISI 302-303 SERIES N eETo 0.870"x3/16"THICK NYLON WHEEL 3 3XN 2 7/B"MW. FNWINDOW 0.188"0 AISI 302 SERIES S.S. RIVETS - T - CLEAR f 03.0 SEPARATION 3.7500' 4 HV 1 3 4" ACCORDION PIN W ! BETWEEN .0625-1d.0625' ® / / $8 HEAD * EXTERIOR LI `o OPENINGS oN c 3/4 s�FenOx r v 7500' HV 2 3/4" ACCORDION PIN W -,4V"I �- 2 1/4' ® / �/8 HEAD 41 �47�" 0 EMERIOR ELNA ON ® CLEAR POLYCARBONATE IMPACT RESISTANT HV WINDOW I -- I ` 1 E1-- TYPICAL. HV WINDOW BLADE 9 AND iQOR ® ! [ 4 or 3 N.T.S. POLYCARBONATE HV WINDOW DETAIL REQUIREMENTS) 1 1�OR ® I I I *POLYCARBONATE IMPACT RESISTANT FI/ WINDOW I ; I BAYER MAKROLON 3103 POLYCARBONATE * i I 12'MIN.CL CE RESINS, W-STABILIZED GRADE OR SABIC HV PIN REQUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR r TO BLADE B M INNOVATIVE PLASTIC LEXAN 103 RESIN i, ©OR ® i i (SEE NOTE "F' ON SHEEP 19). 0 (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR 3 ry8c BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1D OR _ 111. I HV 10 BLADE. ' 1 i EXTERIOR POLYCARBONATE SOURCES FOR 44 TYPICAL SHUTTER ASSEMBLY , APMCABLE RESULT IMOUL PROPFRIUS Slltau® cen qm Ad,,,,E N.T.S. : HV PIN®2 OR 43 AT RFF➢IDICE Moate Js�el wam (2) HV PIN ® MAY BE USED IN UEU OF(9 AND ONLY A EXTERIOR 1 EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 10 00.324' BLADE'S KNUCKLE. Plosrx (SEE NOTE i FOR SPECIFIC ORAYDY ASPM 0792 ".3 IbA.' a043 mom' BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. 04 ® 3 REQUIREMENTS) 'IYP. 7ERSLE YI SIMON AS0658 9.400 P"7. 9.�P-+L (3) HV PIN ©OR @ W/ 1/2" O.D. 1/16" THICK S.S. WASHER ® 5 j FLE*URAL SNDw7N AT YR1D ASTM D790 124M P•.L 13,100 p. FUM,MODULUS AMU 0790 340.000 pz is 315,000 P.aL SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. 8� i D�acO --•..�` I SHEET QO i I ., xaman CLCD ASIM 0256 18 Fr-m! n Pr-m/ E C G D SMOKE DENSRY ASN D2813 472% bas s MAX ASSEMBLY LAYOUT RALE OF 9u a 400 Am Dau C-1 ELM C-1 CLASS N.T.S. SELF MN" ASM DIM 1010'F 900'F BGAIthH&IM ASAI GI55 TENSOE SINQIGN AFiFR WFA01R1 AMM 6399302 P.L 8990 P.I. 1 HV BLADE SOLID & (A HV WINDOW BLADE DETAILS "" �F°"E"�� tea" ASTM 63a 8461 Psi 8880 P. N.T.S. FLORIDA BUILDING CODE(Non Nigh Velocity Hurd one Zone A. T7,'JJEA ©2015 STERN METAL SUPPLY.INC. <<�l''- BERTHA H TM IL E C® � A.S.S.A. Accordion Shutter System H.V.BLADE#1 W/OR W/O H.V.WINDOW BLADE 3 �( ' TIWT TESTING & ENGINEERING COMPANY American Shutter Systems 1EV.N, DESCRIPIION DATE DRAWN BY: M.L. O: ATE OF � 8355 N.W.36N.St,St.305,VOi M GAROEW.FLORIDA 3316 Association, InC. T OLD 11-192 4/13/15 DATE: 4/13/15 F'. ORIDP kJ Phone:(305)B71-1530.Fax:(305)871-1531 4268 Westroods Drive 2 DRAWING No httac00aol.wm West Palm Beach, FL 33407 3 /uONAL VuN�Gi� .�``� WUTE®0TILU7r'Jr.P.E. 4 15-085 P.E. 9`*1-G1 1TURE/DATE FLORIDA Lia P 44167 5 SHEET 6 4 OF 20 �•�m � © * `—' LOC ND CENTERMATES, 1.MANDATORY CONDITION J7:ONE HV L.K®or®SHALL BE USED AT 1/2 OF,SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BE,I�OW g2 OF SH SPAN FOR SPANS UP TO 105".AND FOR INSTALLQ110NS�T ANY ELEVATION. W LOCK 1�or MAY BE U$ AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO q OR CENTERMATES W/(2) 1/4'0-20 x 1/2"L G FLAT HEAD S.S.M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. O m®m 2. 1..�1.IF DESIR OR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TW0 HV ©® LOC OR hV1Y BE U AS(1 INSIDE OR OUTSIDE LACK_CONNECTION OF LOCKS TO CENtERMATES U- OR®SFULLL BE AS IND NOTE(1)ABOVE L BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. D0� x - 3. II f2 IS USED H.V LOCKS): LOCKING RODS ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY 4 me 50686 oN ig0 oD(g 04® BE USED IF DESIRED TO ENHANCE SHUTTER PETTED MANOE LOCKING RODOR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). �? 4.MANDATORY COHOTRON h:ONE W LOCK® SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN o_ AND INSTALLATIONS AT ANY ELEVATION. W LOCK or®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, � ATTACHED TO®CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2'LONG FLAT HEAD S.S.M.S.TWO LOCKING RODS S- AT TOP& BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 5. xoo-xvD HV ® MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. v — o osoE NN S.QRg ALTERNATE TO MANDATORY RZOITION fill VAT ID OMLY FOR W- GAL CENTERMATESSYMMETRI B^SaQ •ONE ALTERNATE W LOCK MAY BE USED M ULU OF HV LACK or FOR ANY SPAN AND ( ^_ M. MST TIONS AT ANY ELEVATION.AL NATE LOCK®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT 1 xoo- "38 OF 1/4'0-200/4'S.S.THUMBSCREW TO IG`J1 OR®CENTERIMTES SHALL BE MADE W/1/4'0-200/4"ALUM. / 1 xgI-Egp_ "d sG —T, ° o � RNNUT AS SHOWN ON SECTION WE, SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER.SPAN. 0 6. MANDATORY CONDMON 13FOR KEYSTONE MOLENnNG INSTALATION-S:.. ONE HV LOCK®or®or®S14ALL 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.W 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"LANG FIAT HEAD S.S. SEE ENQ OBOTTOM D ON M.S. CATION FLOCKS LL BE AS INDICATED DON RY.TICAL SHUTTER ELEVATION. USE OF LOCIONG RODS®W/ CONNEDETAILS OND F E H 1 J K L Y P O R y W 10 % SHEETS & HdGM'FULL " *NOTES ON HV ter LOCKS AND CENTERMATES: OF CORNER TO MANDATORY CONDITION jj vAuD ONLY Pog Hy r,I= Mp cENTERmAms 4b AND1 Dxtwcun Wim' CENTERMATE ¢I�,�ONE ALTERNATE W"T"LOCK((55��M��AY BE 1 IN LIEU OF W LACKS OR FOR ANY SPAN AND /©' O0.®°fl©+O00.®°R10+DDR INSTNIATION AT ANY ELEVATION. ALTERNATE LOCK"�LLEOY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT J © © O © OF LOCK®INCLUDES USING RONFORCING LOCKER 0,AS SHOWN ON SECTION KVG,SHEET 9,WHICH MUST BE 10+ S +13 m 1 +1 oa CONNECTED TO CENTERMATES®AND®W/ 1/4"0-20 x 1 1/2"LONG S.S.THREADED BOLT W/7/8'0 x 3/32' VYINGNUT OR W/ 1/4'0-20x1'SS.M.S. INTO A 1/4"0x 5/8"RIVNUT.LOCK MAY BE INSTALLED AT MIDSPAN OR 12' ®•�] •©o0.©•O+1$an MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS®TOP AND BOTOM 1S MANDATORY- (07 ANDATORY (0] oA 1 *� *NOTES QN HD LOCKS & CE T' ES: 1, FOR Jy :ONE ALTERNATE HD LOCK MAYBE USED IN UEU OF "TYPICAL. I HV BLADE SHUTTER ELEVATION_ Hv LocKs OR 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.SS.MS.,AND INCLUDES REINFORCEMENT INSERT®AS SHOWN ON SECTIONS HDB-HVB AND HDC-HVC,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MMSPAN. USE OF LOCKING RODS®IS COMPLETELY OPnONAL FLORIDA BUILDING CODE(Mon High Velocity urricone one 0 2015 EASTERN METAL SUPPLY,INC. ............ CENSF T�9- BERTHA HVTM IL E C® �I!!C. A■S■,S■A■ Accordion Shutter System RV.GLADE#1 WI/OR W/O KV WINDOW RAM Shutter Systems DESCRIFnoN DATE MWN Br: M1 �:. TIWT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4/13/15 wOe 4/13/15 9. STATE.OF 6355 N.W.36N.SL.S,c 305.MINIA GNAENS.FLWRIA 33, Phe:(305)871-1530.Fox:(30.5)871-1531 42fi8 Westro0ds Drive on2 DRAWING No ,.G��\`�� e-moi1�Z1Dt oe®'Bl,cem West Palm Beach, FL 33407 3 15-085 ,s/ONAI \\\\`\ F LOORIDA uc g 441667 6 SHEET P.E. SFAtf�1"kdR'E/DATE 6 5 OF 20 NCRETE ANCHORS 4ECD POURED POURED .(SEE SCHEDULE ON CONCRETE CONCRETE SHEET 13) REQUIREDCONCRETE ANCHORS TACRINE SCREWS S RFOUIRED REQUIRED FOR (SEE SCHEDULE ON WAC 1/4'-20 CONCRETE ANCHORS 17(18 R@),' 1—(SEE NOUNONO®ON SHEET 7) NUTS 0 12'O.C. (SEE sCHEOULE ON SHEET 13) 'SHEET 13) _ 1' 1' 12 OR 14 EQ EQ MACHINE SCREWS S Min. FA USING 1/4'-20 NUTS®127 O.C.E.0.* .250'Max. - - OO$0 250"Max. tM. TIOR OPTIONAL { PTIONAL Aga SWATMON i MASS(SEE DTE EBA�OE IDS 1 1 OR ®� 1 EXISTING MIN.SEPARATION TO GLASSaNSKEET ie E>rR f 1 1 G(��(sm SCHEDULE ON SHE:rr 11)EJfGLASS 1BUM(D I i MIN.SEPARATION TO GLASS11GLASS-1 (SEE SCHEDULE ON SHEET 1IXISRNG "�' ©HV WALL HEADER INSTALLATION �® NV WAL! HEADER INSTALLATION 1 © HV WALL HEADER�TALLATION + KEYSTONE EXISRNG MIN.SEPARATION TO GLASS 1 t i i r—(SEE SCHEDULE ON SHEET i t) 1 m�iss� 1 OR lt�� i i f i f 1--Q F79STING_j SEPARATION 1"O GLASS 1 I GLASS � ti sMaOME ov stEf tl t i i(SEE SCHEDULE ON SHEET 11) I I It FUR fT 70O 1�Ui I i i 1 1 MALE:,D& i ' IXISTING 1 OPTIONAL ifi� iiil 1 OPTIONAL i i 11 1/4'Max. # Max. � E 0.* t 1 11� 1 1/ I t D. /2' L -- 19 13 OR© 7EEQ_112 OR® 1/4.0-20x3/4'S.S. in.PHIWPS TRUSS HEAD 1/M1"0-2023/4'SS.PHIWPS MACHINE SCREWS USING CONCRETE ANCHORSTRUSS HEM MACHINE SCREWS NC_RETE ANCHORS 1' 1/4'-2D NUB® 12'O.C. (SEE SCHEDULE ON W/1/4'-20 NUTS®12'O.C. POURED CONCR ON SHEET 13) Min. ORUCONCRM RETE BLOCK ICRETE SHEET 13) OR CONC LOCK NCRETE ANCHORS REQUIRED WALL UIRED �p HV WALL SILL INSTALLATION (SEE SCHEDULE ON OF HV WALL SILL INSTALLATION CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION .ND7E FOR COMBINArON OFSECrONS: INSTALLATION DETAILS W/ 1-SEE SHEET 4 FOR TYPICAL SHUTTER H E D.-EDGE DISTANCE ASSEMBLY a SEE UM ATIONS OF USE FOR ISI Y B LA D E 2-MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) 1A BLADE GN SHEET 19 \� W ANY WAY 70 SUR ANY INSTAUArON. -.1101111111".. RONDA BUH111 CODE(Non High Velocity Hurricane Zone `\`�1�` Ff •••••I��/T///// ©2015 EASTERN METAL SUPPLY,INC. �\10,E BERTHA HVTM � •- IME C O �N�. �.�.�.�. Accordion Shutter System * /� _ H.v RADE#t W/OR W/0 H.V.WINDOW BLADE Y� /�—;*S American Shutter Systems EV,N OESCRIPTION DATE DRAWN BY: M.L. SAT OF7ILL1T TESTING & ENGINEERING COMPANY 'Q••, ��` O=N.W.36th.St..St.303.YIRGM GNMEIIS,FLOI 331 Association. Inc. f OLD 11-192 4/13/15 1147E: 4/13/15 A' ` Ph—:(305)B71-1530.Fax;(305)871-1531 4268 Westroods Drive 2 DRAWING No `-S•• \•�\ ��� —011:UlEacoaDODLCan West Palm Beach, FL 33407 3 ZONA 11�,;,`p��� WALTER AEB-OTpLLII'1Jr.P.E. 4 15-085 P.E. SRI" �liNATURE/DATE FIGR®A ua.6 aq,67 s SHEET s 6 OF 20 POURTD CONCRETE ANCHORS I IsTI.gpNrAi�1 I I ®� ; I ' i EDN.SEPAB llm i 1 CONpRfifE (SEE SCHEDULE ON SHEET 13) I l0 raA:.(SEE I I 1 OR EXISTING i i i i0 CIA3S I '' REQUIRED -I st3DD�E«'EEL cLns I I I tsEE s°'RED S °N' ' EDGE OF 111 RRBUDEO7AN7 i r s- i I SHEET it) r i xR.sEPAAnRaN STAB IF I ON BOTT t6 FOR I i tO au9 I I , 9 i .D.x APPLICABLE D(ISTING� E8A°t'm�® 'r r(se:5cxmmE i ALTERNA i it i i.' i i i �i it EXISTING ANCHOR I I ti 7t i LOCATION I I i G x4 r I r I $10x3/4"HEX WASHER HEAD I OR 3 OR t S - I 3/ MM. TEK SCREWS®12'O.C. i EDGE OF i 3/8 M CONCRETE ANCHORS $ SLAB IF 7. (SEE:SCHEDULE ON SHEET 13) f/ ' r APPLICABLE EDGE OF IXI> S I i t I I ',r SLAB IF D. EDGE OF-- APPLICABLE i S—IF A 51/2' 1 EDGE OF IM TO a/�ARO I APPLICABLE E.Q. ,�F Q. STAB IF POURED i l- �'PU�� POURED FIA7 HEAD CONCRETE ANCHQRS s0&nAE s so-Fr CONCRETE D' CONCRETE (SEE SCHEDULE ON SHEET 14) -I 17 FOIE (",® g POURED REQUIRED FLAT HEAD CONCRETE ANCHORS I @7SELT,sFT3i t OR CONCRETE I1 .TRENCH INSTALLATION i BAO6ma® I REQUIRED 0. -D. (SEE SCHEDULE ON SHEET 14) ALID ONLY FOR UP TO +70,-75 PSF A.S.D. - HV FLOOR INSTALLATION 0 HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING &FOR SPANS PER 0C HV CEILING INSTALLATION SCHEDULE#3, SHEET 11 t boNCRErE ANCHORS EJ6511NG (xTO s CUSS . 1�---Iw•s t (SEE SCHEDULE aN / �—'«,SIG�E ro I 1 I roaAs i I 7 49 IIAON= IffWaRW/ osO; (D— Sim r I SHEET 15) PD�PRCED 7,1RF/DWEp7 smET iq I I ' s IXISnNG—I ''I ' IXISNNG iEawOLaGr DR 1/40 POWERSI ,/4• EXISTING i GLASS ,§1111.SMARM N TO a i GL/S.t` FAST84 7WPat+ANatmiS W/ MAX GLASS I -i(SEE satax"ON Rw 111 ( ' ux 9PNulioN To ' 1 3/4'LIM UMMW O 6' . -I(sFE scN®Ins ON t t) ,I a0.FOR UP To W-W SPAN Arm , t� a•Oa.FOR SPANS LARGO?7HAN i ' I O 61-W UP TO 8'-0'MAX APRY 1/4' I t .r AT ETFItf FASTENER NFAD DTP.)(SFE FOIE it oN /2' i S O* I' WASHER HEAD 1 Er i ,8n ` 3/BMAX - t I MN. I 71]C SCREWS OONr.SEAWA a #14x3/4- HEX HEAD I' 1 8' ® 72'O.C. i 8" 8 i t TEx scREv�s®s"D.C. _-- S.D.S. i i i '' °`; t/a'o zmu/a ss Ns I _ _ 7 3 #14x3/4• OR 1/4"0-20 SS.M.S. CON SCHE'OULE ON n 1 6 +O ®9"O.C. 1 __ - Mak. W/NUT N 9'O.C. i EXISTING WALTRIM N ST RAil1'E I SHEET 14) oaSOArG NON SRtUCNRN• ------ L@ 7 OR)$ 1/2• •1" )7 R)8 2.00'MIN.' t t EDGE OF •••.'..7.•••. EA; az SILL) SLAB IF #14x3/4"F.H.S.D.S. ''`ir.:Mlk POURED CaNClttlE 1 7/8' 1 7/8 APRUCAB ®9'O.C. REOURED CONCRETE ANCHORS NOTE 13(b) a •c D POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 EE NOTE 13(b) OR CONCRETE BLOCK SHEEP 14) POURED CONCRETE ON SHEEP 1 :'L't -�-L•""% y REQUIRED OR CONCRETE BLOCK REQUIRED Q KEYSTONE MOUNTING INSTALLATION K HV WALL FLOOR INSTALLATION MAUBIUM Aso•OE51GN PIIESURE+64.-72 Pf 0 - POURED O © HV WALL WALK-OVER INSTALLATION MAXIMUM SH6nER SPAN 6'-D- CONCR REQUIRED J HV RAINGUARD INST LLATION Nag. THIS INSrALLAnom SHALL BE N07E FOR COMBINATION OF SFQL5: w REMOVABLE WHEN PERFORMED E.D.=EDGE DISTANCE AO,,gCENT TO AN OPERABLE Deli SEE LI,A ATONS OF USE FOR 1-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFlCATIONS ON SHEET 13) ASSEMBLY OR ENTRANCE BLADE 1A ON SHEET 19 INSTALLATION DETAILS WZ T HV BLADE 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY To SUIT ANY INSrALLAHON. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 2015 EASTERN METAL SUPPLY,INC. ENSF BERTHA FIVTM 11 L 1 E C® �N e Accordion Shutter System H.V.IlADE#) W/OR W/O RV WOW RAM American Shaffer Systems EY_ DESCRIMON DATE DRWN Em M1. [S TIWT TESTING & ENGINEERING COMPANY -o TATE OF r� 6755 N.W.36M.SL.Ste.305,MRGMIA GARDENS.FLORIDA 331 Association. Inc. , OLD 11-192 4/13/15 MM- a/,3/ls Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No ,e ••• R a-maR:Dlteco®aol.com West Palm Beach, FL 33407 3 EB-G06719 15-085 �,ss/ONA1-�e��`���, WALTER A TILUT Jr.P.E 4 FLORIDA U�#44167 5 SHEET P.E. ;b67SiN XIGE/DATE 6 7 OF 20 SEE END WALL CON ECTION DETAILSS •''� SEE NOTES ON LOCKING RODS®,W LOCKS(b ar OUT eO IN r FXISTIH . INSTALLATIONS W/ 1 HV AND ALTERNATE HV IAD"®ON SHEET S. IS VALID FOR ALL BLADE W HV CENTERMATES CENTERMAIES APPLICATISLIDE SLACK DETAIL ON(WITH BLADEQI ©"`@°" -ft—( O+ 3 m (20 OR 23 ONNEC110N 10+ @-& EXISTING GLASS DETAILS ON SHEETS 90 & 98 i Q,O L — Q � — ------------- -------------------- —� ,I I 5• azt « gnn 8 + .7 vn --------- 2�zz1/6ko-2 I ®+®a+O9+Oan19r�5 31/4" 7" - _ 61/2' 7• (60B3-TG AUDY)ALUM. OPPOSING SYMMETRYCAL ANGLE W/(z)1/4'C TAPOON CONCRETE _ CENTERMATES CENTERMATES MIN.SEPARATION ANCHORS T'O CONCRETE . GLASS (TOP/BOTTOM) $104le S.M.S.® 12' ,.,yc W/ HV LOCK Cr (p)�10>tt/2'S.M.S.TO NBE I D.C.FULL LENGHT. W/ HV LOCK OY (25) (SEE SCHEDULE AT EACH ANGLE TU13E 3 3 ON SHEET 11) 5 � ® w * 35* I N r l 5 9� wT ----------- --- --- -------- + I t(Q�®�©•��®w1o•QQ«� w OUT w HVA HVB t s. HVC POURED CONCRETE OR © ® O O O O ® EXISTING G1A55 CONCRETE BLOCK WALL +Oj •©°R©+O7 •t 1 1 p+ 5 oa +5-6.6- IOu ED �'®"`�4*R SYMMETRICAL --�-- IN O � � — GGLAs�sG A71tO�©,�©-07—x® —�---- 8 + s 9IXISTN CENTERMATES V g t g 8+ 7 MIN.SEPARATION GVSS 1 ©+® ©+ O (SEEW HV LOCK 26 OPTIONAL°P© # � (INTERIOR) q 1�9 ©Q-19+1 JON SHEET 11) MIN.SEPARATION(SEEE SCHGLASS EDULEL ®+®ON SHEET 11) ) __ —_—___ _ —_ —_—_—_____OUTRELEANCHORS16'O.C. _ _ VARIES 3 'L w ® OUT ¢1/2MAX.SLACK OUT * 5 (CaERIOR) HVE HVE** HVD FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone \\►1111111111p////I ©2015 EASTERN METAL SUPPLY,INC. ' BERTHA HVTM Q IGEN S Accordion Shutter System L�:TIEC 0 INt. ■ ■ ■ ■ HV.RAM#1 W/OR W/O H.V.VNIMW BLADE American Shutter Systems c_ DESCRpn DATE DRAWN 6Y: M.L. TILLIT TESTING do ENGINEERING COMPANY Association. Inc. T OLD 11—fez 4/13 IS DATE: 4/13/15 STATE OF �C 8355 N.W.3GLh.St.,Sto,30x,VI GRAA GARDENS,RDRRN 33I Phony:(305)871-1530.F":(305)871-1531 4268 Westroads Drive 2 DRAWING No p F�DRIpA,:���. ma0:U7tocW➢adDwm West Palm Beach, FL 33407 S 15-085 S•.......Cw`� ��`` WALTER AEB-�LLIT Jr.P.E. 4 P.E.�AA,� �A4\itE/DATE FLORIDA U.a 44167 6 sH8 OF 20 POURED CONCRETE OR POURED CONCRETE POURED CONCRETE POURED CONCRETE CONCRETE BLOCK WALL OR CONCRETE OR CONCRETE OR CONCRETE REQUIRED BLOCK WALL REQUIRED BLOCK WALLREQUIRED BLOCK WALL REQUIRED —EXISTING GLASS EXISTING GLASS CONCRt�E ANCHOR EXISTING GLASS —r—� - 2'MIN EXISTING GLASS a 16"O.C. _ _ 1 JJJ _ r -S N.SEPARATION �—� - 1• Z-- 2"MIN. I TO GLASS(SEE i MIN.SEPARATION SCHEIXAE ON 51$f MN.SE RARAI°N I MIN.SEPARATION EQ TO GLASS(SFE I 11 FOR&ADE OMD iD GLASS(� I TO GLASS(SFE SCNmnF ON SHEET 1/16"x3"MAX. ON SHEET 9 FOR SMIEDULEGN 1 1 GAD / 11 FOR MADE r 19 OArm SCHEDULE ON SHEET 11 FOR BLADE O� (6063-T6)CON-r. BLADES CL)'.(ED ON SHEEP 19 FOR ALUM.CLOSER ' w 19 FOR O (LOCATE AT ` BLIES O& 1 2" EITHER SIDE) OAOESO& PLATE.(LOCATE 1/2 B1ADF_S t& OF 50) AT EITHER SIDE MIN MIN. OF®) I 4+USE i'OR 2"MAX. /j10x1/z'S.M.S. _---- #IGXI/2-S.M.S. I ----- (AS APPUCABLE)x2•x1/8"xO•-2^ ----- 0 16"O.C. ®16'O.C_ _—_-- ALUMINUM CUP ANGLE 1 4 (6063-T6 ALLOY)AT MIDHBGHf (� ;\ �-.!J (1)#10x1/2"S.M.S.TO®& `% , / (2)1/4.0 TAPCONS ANCHORS TO I SEE DETAIL X FO_ WALL AT 1"O.C.(LOCATE AT SIDE CONNECTION tOR BTIit3i SIDE OF Q) ) DR OR SEE DETAIL X FOR i OR (W TO TRACKS SEE DETAL SIDE CONNECTION 6. O' 48.0 TO TRACKS 6 7 8 0. ®m®m0 OO�Qm °'®m SIDE CONNECTION,C,C11m ®"' m© `L! .07 0.0 ® ®m®•®m�Om( ®a® ®m�O m� CONNECTION DETAIL 3 END CONNECTION DETAIL 4 END CONNECTION DETAIL(j) END CONNECTION DETAIL Q .F POURED CONCRETE OR REQUIRED ONLY FOR SPANS GRFATER THAN 12'-D" DOMING GLASS RCONCRETE EQUIRED BLOCK WALL EXI 4 --_--� _ __ -7 MI1L SEPARATION $1 1/2'SM. TO CLASS(SEE 0 16" .C. MN.SEPARATION Y z------ --°=--- SCHENJLE ON SHEET 7D GLASS(SEE _____ _ _ (J OR®UR@OR 11 FOR®ADE OAND CONC ETE 1/2-MIN. 1��ON© 4 ___-_--_—_ ____ QORQOR�OR� ON SHEET 19 FOR ANCHOR® _ CONCRETE BLADES O&Qg} 12'O.C. rj ON SHEET 19 FOR BLADES(D&Qty --_---- --_ OR© ANCHOR - Q O.C. MIN. �- ;L-1/2 MIN. _ ._ OROR 2"MIN, 2"MIN. ♦ SEE UMRATIDNS OF USE FOR ����� rJ BUNS 0-----S N SHEET 19 ©OR t 3 OR qOR(gOR i0 VIEW Y 1 OR & PLAN 1 OR ©m®m©•Om® 10•tea DETAIL X POURED CONCRETE OR ©m®m©•Qm® imp.®m O®m®.®m©.®® INSTALLATION CONCRETE BLOCK WALL 10 REQUIRED1D`®`"©•®a®'®�' ®`O•©m©`70•®m (j) HV BLADE OR 46 HV WINDOW BLADE INTO ®.®m©•®m®.®�„ CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION PAILQ Os•®mp.®a1�•Oap.® END CONNECTION DETAIL© ®m® FLORIDA BUILDING CODE Non Nigh Velocity Hurricane Zone ``���• �R A:TI(��T%,,�� ©2015 EASTERN METAL SUPPLY,INC. BERTHA HVTM AS �, Accordion Shutter System F � ■ ■ ■ ■ H.v BLADE#1 W/OR W/0 H.V.WNW MAX /�f = AmeriCun Shutter Systems IEV.N DFSCRFnON DAYE OWN BY: M.L TILUT TESTING do ENGINEERING COMPANY STATE OF r 6355 N.W.36t1t.SL,Ste.MS.WR6na1 GARDENS.FTDRM 3.316 Association, Inc. 1 OLD 11-192 4 13/16 DATE: 4/13/15 'hono:(305)871-1530.Fox:(305)871-1531 4268 Westroods Drive 2 DRAWING No ORI �`` a- Wt 011..6-1 am West Palm Beach, FL 33407 3 /o�j .��� WALTER AEB-�OUlT1Jr.Pr 4 15-085 P.E. S`A N}�9iG1VA?TURE/DATE FLORIDA U..#44167 s SHEET s 10 OF 20 SCHEDULE #1 GCHEDULE #2 SCHEDULE #3 MAXIMUM SHUTTER SPAN'' "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" IMUM SHUTTER SPAN*"L+" 4' NOTES: (ft.). FOR INSTALLATIONS W/ OR "L-' ft. FOR INSTALLATION LEGEND CENTERMATES.0 &® or or ( ) R "L-" (1t.) INSTALLATIONS INSTALLATIONS W/ P O IN WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK or or or W CONCRETE& ® & & W/ ONE HV LOCKS MANSORY POSITIVE AS.D. DESIGN PRESSURE RATING. HD LOCK (9 W/ LOCKING RODS or ONE HV LOCK or®or® OR W/ NO LOCKING WALL A, B, C. D. E. M. N. 0. P. O, pgD 61GN PRESS RE RAT�tNGA GIVEN NEGATIVE CENTERMATES®&®W/ ONE HV "T' W/ NO LOCKING RODS ODS MOUNTING F, K& L R. S, &V. LOCK® W/TWO LOCKING RODS®TOP & (SEE NOTES 1',11') (VAUD FOR MOUNRNG(ID (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR BOTTOM SEE NOTES ,if SHEET 7) FLOOR/CEILINGG, H, I, 11, J T. U. W & X WALL MOUNTINGS(TOP/BOTTOM) OR FLOOR/CFJUNG: CONCRETE&WOOD INSTALLATIONS V CONCRETE&WOOD ETE MOUNTING ASO.DC= Asoma umCN -I _LA ONS a.O,WMLkvmMGN INSTALLATIONS 0 S & M GIVEN A POSRIVE A.S.D. DESIGN PRESSURE RATING, ISE WALL MOUNTING FLOOR/CEILING vRt�1� WAIL MOUNTING PRESS-- DETERMINE MAXIMUM SPAN "L+" FROM SCHEDULE. IESSU IG1pt0 & fESS FLOOR/CEILING MOUNTING (W1) MOUNTING �GGs/GELLING MOUNTING (v'!•) OR GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING, (.aR-) (+oR—) FLOOR' ALL MOLMNG �l DETERMINE MAXIMUM SPAN "L-"FROM SCHEDULE L+ (ft) L-(IQ L+ (R) L-(ft) L+ fl L-(fl) L+ (R) L-(R) 11 MAXIMUM SHUTTER SPAN 'L+"OR "L-"FOR 30 OR LES IW-0" 16'-0- 16'-D" 16'-0" 30 16'-0" 16'-0° 30 18•-0' 16'-0" SHALL INTO WOOD SFWBE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 705 psf.A.S.O. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN 'L+"AND'L-'. 35 14'-10" 14'-10• 15'-2' 16'-0' 35 14'-f0' 14'-10' 35 15'-2" 16'-10• 40 13'-10' 13'-10' 14'-2" 15'-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" 'I' HV CORNER CENIERMATE#3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5' 12'-5' 12'-8" 13'-7' 50 12'-5" 12'-5' 50 12'-3" 13'-1" MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CFJUNG MOUNTINGS: 55 11'-10' /1'-10' 12'-1" 12'-11' 55 11'-10" 11'-10" A75 11'-i• IV-11" SHALL BE AS INDICATED ON MANDATORY CONDITION 62 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 60 11'-4• 11'-4" 11'-7" 12'-4• 60 11'-4' 11'-4" 10'-2' 10'-11" NOTE ff5,SHEET 5. RATING: 65 10'-10' 10'-10• 11'-1" i t'-1 Y 65 10'-10" 10'-10' 9'-5" 10'-1" DETERMINE. M MAX.70 10'-6" 10'-6" 10'-9- 11'-5" 70 10'-6' 10'-6" 8'-9" g-4' Lt+= AX.SPAN FOR WALL MOUNTING INSTALLATIONS. Lz+=MAX.SPAN FOR FLOOR/CEILING MOUNTING 75 10•-1" 10'-11 10'-4" 11'-1- 75 10'-1" 10'-1" - 8'-9' 'f"f'IXCEPT THAT MA7XIMUM SHUTTER SPPN-L,--OR INSTALLATIONS. 80 W-10" 9'-10" 10'-0" 10'-9" 80 W-10' W-10" "L-'AND MAXIMUM A.S.D.OESING PRESSURE RATING FOR FOR A GIVEN NEGATIVE A.S.D.DESIGN PRESSURE 85 9'-6' 9'-61 9'-9" 10'-6' 85 9'-6" 9'-6• INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING: 90 9'-3" 9'-3- 9'-5" 10'-1" 90 9'-3' 9'-3- SHALL BE LIMBED AS FOLLOWS: DETERMINE: 1- CONNECTIONS TO KEYSTONE MOUNTING L1 MAX.SPAN FOR WALL MOUNTING INSrAWTiONS. 0 9'-0- 8'-9" 9'-2" g'-7" 95 9'-0" 8'-9" LIMITED TO +64,72 p.s.f. AND B'-0'SPAN, SEE 12-=MAX.SPAN FOR FLOOR/CEILING MOUNTING 100 8'-9' 8'-4" 9'-0' 9'-7" 100 8'-9" 8'-4" MOUNTING MOON SHEET 7. INSTALLATIONS. 105 8'-7' 7'-11" 8'-9• 9'-4" 105 8'-7" 7'-11' 110 8'-4" 7'-7" 8'-7- 9'-2" 110 8'-4" 7-7' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE w_i, 7.­. 115 B'-2" r-3" SEPARATION TO CLASS SCHEDULE MINIMUM BETWEEN 'Lt+ "Lz+", "L1-"AND 1x-• 120 8'-0' 6'-11" 8'-2" B'-9" 120 8'-0' 6'-11' 125 7'-10" 6'-B" AL W TO ANCHOR D NEGATIVE WITH.S FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE A.S.D.DESIGN 130 7'-e" 6'-5' 7'-10- 8'-1' 130 7'-e" 6'-5" MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7" 6'-2" 7'-g' 7'-9- 135 7'-T• W-2' WIND ZONE SPACING. 140 7'-5- W-11" 7'-7' 7'-6" 140 7-5" W-11" ASTM E-1996 SEPARATION 145 7'-3" 5'-9" 7'-5' 7'-3" 145 7'-3" 6'=9" TO GLASS 150 7'-2" 5'-.7' 7'-4' 7'-0' 150 7-2" 5'-7- 155 7'-0" 5'-5" 7'-2" 6'-9" 155 7'-0' s•-s^ 1 THRU 3 160 6'-1I" W-2" 7'-1" 6'-7" 160 6'-11• 165 6'-10" 5'-1- 7'-0' 6'-4" 165 6'-10' W-7" 170 6'-9" 4'-11"_ C-11" 61-'. 170 6'-9" 4'-11' ` ' 175 6'-7" 4'-9" 6'-9 0'-0". 175 64'• '-7" -9" O V BLADE 180 6'-6' 4'-8' 6'-8' 51-10" 180 6'-e" 4'-e- H 185 6'-5' 4'-8' 6'-7• '-8" 185 6'-5" 'v 190 6'-4• 4'-5' 6'-6' S'-6" 190 6•-4' V-5" 195 6'-3" V-3' 6'-ar 5'-5" 195 6'-3' 4'-3' 200 W-2" V-2" 6'-4' 5'-3" 200 6'-2- 4'-2" zo5 6'-1' 4'-1^ s'-3' 5-1- 1 los 6-1• a'-1" FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone \\1U11111111111/// ©2015 EASTERN METAL SUPPLY,INC. /� //�� BERTHA HVTM Ir, wSmSANAccordion Shutter System ,,,,{{/�y RV MADE#1 W/OR W/O RV WINDOW MADE Z'Y'( TILLR TESTING & ENGINEERING COMPANY American Shutter Systems Er,Fk o6CRwnDN DATE MM 9,1;MICY.LG. *' 9355 N.W.36th.SL.Ste.MS.VIRWOA GAIGIFD6.FWRDA 331rA Association. Inc. 1 OLD 11-192 4 13/15 OATS 4/13/15 Ph­:(305)B71-1530.Fm:(30.5)871-1531 4268 Westroads Drive 2STAI k:Ur S DRAWING No -mon:4TtocoOnel.cem West Palm Beach• FL 33407 3 F �P ®-0006719 15-085 ox'*.�}rL.�O.,R¢I �x WALTER A TILLR J,RE 4 1' S Y+„pig+ E�DAI•E FLORIDA U.0 44167 5 SHEET s 11 OF 20 u•1iNI..03A . .qr _ •i 11 i . . Mai a . r : : .:lit ':�:� i:2� :1r .i iia.k+ir : ^:• :its:=.:,1` ei it :at. is •ii :ai :� .•i 6 :r '[o1�T'�i" +� 4r"' a�. 9���IR��P!!l:�. 11'�.� p O t p ©mm �• . . I�OmOOOOOI�i AOO �Ot�fammE7OO[� fY�OOOOOq[LfI m"" OQ3[]l1L�dOn QlmE3 MROO[31LImMp ppODL�lIf3ODOOO ®mO1E7OOi�1z�m�iDO OOI31 ' [gypp° > mmfml7OO[3lALLlm�Qo[irO[3iL! ¢/E7[7[3ooOCElmQYO pp mIIaE�O pOdoodE70�i�. 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SHUTTER SPAN. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A.S.D. DESIGN HEGATNE PRESSIRE RATING AND A CORRMQNDING MOUNTING TYPE FOR CONCRETE OR CORCRETF BLOCK Ik I IMNS (SFE MOUNTINGS E G.&H ON SHEETS 6&7) _ 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED CM00WOMOCREM BM= POURED CoNot E (A) TO EXISTING POURED CONCRETE:(Min.V.=3 knt) MIAM" @WALL SILL MOUNTING ©CEILING MOUNTING H FLOOR MOUNTING - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THRFADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDDL.(kin.Po=3 ksi) SPAN - O ANCHORS SPACING F•FTID - 1/4'0 x 3/4"ALL POINTS SOLID-SEr ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREYI.BOLT&SPECIALTY COMPANY.(Min.f'o=3 W) 0L5101 NFT.IINE PfrE iE R+9xB O69RR NEGUM FEEM RE a 1�1&Ii9M FRISSLvE PALM, - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,IND_(Min. Ya-2 kal) 30140 160 175190 120 160 205 30 40 60 75 90 11 160 530 40. ED 75 90 120 160 205 TAPCON OR - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 14 t2 to 9 8 B s SS 14 12 10 9 6 e e T4 72 9 a s g TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. THREADFORM TECHNOLOGY $•-0' 14 12' 10 9 8 8 9 6 14 12 10 9 8 B 6 6 14 12 10 9 8 8 6 6 (Min.f'c=3 ksi) DR 14 12 10 9 8 8 6 6 14 12 10 9 8 B 6 6 14 12 14 9 a 8 6 5 �-POINTS SOLID-SET ' 12 10 9 8 a a 7 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 BLUE TAP 14 CAP ND1F5: 7 12 10 9 a 7 55 35 14 12 f0• 9 8 6 8 6 14 72 10 B 6 B 6 6 TAPPER+ A1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFOIRM TECHNOLOGY ANCHORS AND TAPPER+ ,F•-0. 14 12 10 B 6 e fi 6 14 12 10 9 8 a 6 6 14 12 10 8 8 8 6 55 ANCHORS IS 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2". 14 12 10 B 8 8 6 4 14 12 10 9 8 a 6 4.5 14 12 10 9 8 6 4 3.5. A2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOUD-SEr ANCHORS SHALL BE'7/8'INTO THE POURED CONCRETE.NO EMBEDMENT 14 12 10 B 8 8 6 4b 14 12 TO 9 0 e e 5.5 14 72 10 9 8 B 8 4S INTO STUCCO SHALL BE PERMITTED.1/4"0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND 1 12 70 s 73 &5 as - 14 12 10 0 6 a B 5 14 12 10 s a 7 5S 4 SL ATxIHs a USE F00. 1"MINIMUM FOR WALLS WITH NO STUCCO. 14 12 t0 9 8 6 6 6 14 12 10 9 a 8 6 5S 14 12 10 9 8 8 6 4.5 BLADE ON SHfET 19 12 70 s 8 7 4 - 14 12 10 B B 6A 5 15 14 12 10 8 6S 5 35 3 A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. 14 12 l0 B 8 75 4.5 - 14 12 10 9 8 e 6 4S 14 12 10 9 8 6 45 3.75 ANCHORS SHALL BE LONG ENOUGH 7D REACH THE MAN STRUCTURE BF}1M0 SAID WALL FlNISHR,ANCHORAGE SHALL BE AS INDICATED ON L4- 72 BS 75.ss a5 - - 74 72 10 9 6 7S 55 4 14 12 19 s a 8 4.5 35 NOTES At)&A2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 6'-0" 14 12 10 9- 8 8 B - 14 12 f0 9 B 8 6 5 74 12 10 9 B 6S•6 3.5 INSTALLATION INTO EFS WITH METAL STUDS SFE SHEET 20. 14 12 10 9 7S L. 3 - 14 12 10 &S 7 SS 4 3 14 12 B BS SS 4 3 74 i2 io B 8 6 - - 14 12 70 B 8 85 5 75 14 12 fo 71S B S 4 (B) TO EXISTING CONCRETE BLOCK:(OBRA C-90) 1a 12 8 B.5 55 3 - - 14 12 t0 a e s5 4S 15 14 12 10 8 7 5 35 3 -1/4'0 TAPCON OR TAPCON WITH ADVANCED THRFADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY I.T.W. BUIUDIX. �._0. 14 t2 to g 8 8 - - 14 12 10 9 a 7 5 4 74 12 fo 9 75 5S 4 3 -1/4.0 x-3/4'ALL POINTS SOLID-SET ANCHORS•AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY. 14 12 10 B 6S 4 - - 14 12 9 L5 6 4.5 3.5 - 14 LOS 7 5.5 4.5 35 - -1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC- "' t4 12 10 B.5 7 4 - - 14 12 10 9 7S 55 - 14 12 9 7 7.5 45 - - -1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 14 11 7 5.5 4S - - 14 12 10 9 7S 5S 4' - 14 12 9 7 6 4,5 3 _ COMPANY OR ANY DTT41R APPROVED LCENBED OR AUTHORIZED VENDOR REGISTERED VAIN THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. B.-p. 14 12 10 9 8 &5 - - 14 12 10 9 8 6 - 14 12 10 8 6S 5 3S - NO7TB: 14 12 8'.5 7 SS 3 - - 14 12 8 6S 55 4 3 - 25 95 6 5 4 3 - - B.7)MINIMUM ENBEOMF fr INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4"AND TAPCON 74 12 95 7S a - - - 14112 95 B 65 5 - - 14 12 8 6 65 4 - WITH ADVANCED TFIREADFORM TECHNOLOGY ANCHORS IS t'. 13 9S 65 5 - - - 14 12 10 9 G6 5 - 14 12 8 6.5 5 4 -0. 14 12 t0 B li - - - 14 12 10 B 7S 4S - - 14 12 85 7 SS M1 -m- 9 - B2)MINIMUM EMBEDMENT OF 1/40 x 3/4'ALL POINTS SOLD-SEr ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO ib 11S 75 6 4 - - - 14 11 7 55 5' 3.5 - - 11 a�5.5 45 35 - - - Eb1BEDMFNf TMD STUCCO SHALL BE PE72Mff7ID. 1/4'0-2D B.S.MACHINE SCREW USED SIWL BE 1 1/2'LONG MINIMUM SHOULD STUCK 14 12 B 64 4.5 - - - 14 /2 BS 7 55 4 - - 14 ROS 7 5S 6 4.5 - - EXIST.AND 1'MINIMUM FOR WANTS WITH NO STUCCO. 115 8.6 5-9 4 - 14 12 9 7 8 4S - - 14 11 7 5.5 4.5 u - 10•_0. 14 t2 0 g 7.6 - - - 14 12 10 8.85 S - - 14 12 e a 5 4 - - B.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE.EXISTING WALL OR FLOOR, 14 IDS 7 5 3S - - - 13 95 65 5 4 3 - - 10 74 5 4 3 - - - ANCHORS SF1AL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL 13E AS INDICATED ON T4- 74 I 7S 55 - - - - 14 11.5 9. 6 5 4 - - 2.5 95 6 5 4 4 - - NOTES B.1)&B2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. OS 8 5 - 14 12 B 6.5 55 4 - 13 10 GS 5 4 3 FOR INSTALLATION INTO EFS WITH METAL STUDS SEE SHEET 20. 14 12 10 14 12 9- 7 6 4.5 - - 14 705 7 55 4.5 35 - 12.5-6.-5 5 - 12 9 6 45 4 s - - s 7 45 35 3 - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALT.OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 14 10 7 - - - - -1114 110.51 5.5 4.5 11.5&5 15.5 4.5 J-75 - 9.5 7 4.5 - - 14 173 7.5 6 5 - - 12 s 6 4.5 4 - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RETARONSMP FOR ANCHORS. 72•-0" 14 12 10 - - - - - 14 12 8 65 SS - - - 13 10 65 5 4 - - - 0 DISTANCEVERSUS SPACING SCHEDULE FOR ANCHORS-. ISb 9S 4a - - - - - 11 8 55 4 3S - - - 8 a MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E.D.LESS THAN THE INDICATED,REDUCE ANCHOR SPACING 3.5 BS 6 - - - - 13 95 65 5 4 - - - OS 8 5 4 - - - - BY MULTIPLYING SPADING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 aS - - - - - 14 L0.5 7 5S 4.51- - 11 95 55 45 3.5 - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE 13'-0'to 12 - - - - - - 14 111.5 75 6 5 - - - 12 e 9 45 a - - - FACTOR 05 8 - - - - - - t0 7S 5 4 3 - - - 75 55 4 3 - - - ACTUAL TAPCON WITH ADVANCED TAPPER_+ - - - - 12 9 s 45 4 - - - 95 7 s4 - - - - EDGE TAPCON MLI.POINT SOILED SET BLUE TAP W CAP _ _ _ _ 1 V BLADE R THRFADFORM TECHNOLOGY / 8 6 - - - - - 13 95 65 5 - - - - OS 75 5 4 - - - - DICTANCE MIN.SPACING 14 12 - - 14 705 7 54 - - - - 11 8S 5.5 4.5 - - - - E.D. MIN.SPACING=3' MM.SPACING m 3' MIN.SPACING-3 1/2" MIN.SPACING-3' 3 3/4' 4" 10 75 - - - - - - s 7 4S 3S - - - - 7 5 3b 3 - - - - W I"IV BLADE W POURED CONCRETE& Pou�D ODI E C01,1p eoac POURED CONCRETE& POURED CONCRETE&POURED CMIURSE ONCRITE E LOOK 1S e - - - - - 11 B 5.5 CIS - - - - 9 65 45 - - - - - CONCRETE BLOCK MN E4=3 1/Y MIN.EM-2 t/Y CONCRETE BLOCK CONCRETE BLOCK MPL E0.=3 t/Y NN FA.2 1/Y 7.5 - - 12 e 6 - - 95 7 45 - V I DOW hB1 Ea.s A911 ED.•3 1 WK E0..3' 15'-0' 14 - - - - - - - 35 10 &5 - - - - - as B 5 - - - - - BLADE WORKING 3" 1.0 D.9D 1.0 0.78 110 0.84 i.0 9 - - - - - - - BS 6S 4 - - - - &5 5 3 - - - - 2 1/2' - 0.81 1.D - - 0.67 1.0 10 - - _ - - - - as e 4= - - - - 65 s a - _ _ _ IN UNISON ♦ z• 0.71 ost 7 - - - - - - 15 8.5 5.5 - - - - - 9 65 4S - - - - - 1 3/4" - O.Bt - _ _ 0.,� 1 B'-O' t4 _ _ _ _ _ _ _ Z5 9.5 6 _ - _ _ _ 10 75 5 _ _ - _ _ ` 8 8 B 4 6 45 3 1 1 2' 0.35 0.35 - - - 95 ' s - - - - - B s a - - - . - FLORIDA BUILDING CODE(Non-High Vlloffl Hurricane Zone ©2015 EASM;W METAL SUPPLY,INC. `N\ ;;:5 �ENSF ' BERTHA HVTM r I L E C O-INC_ ���,���� Accordion Shutter System Y.*= H.v BEAM#1 W/OR W/O RV.HENDON®ADE ��/�`/: = AmeNcan Shutter SystemsLTr.x DEscaltlox DATE DRAWN BY: M.L.STATE DF = TD.LIT TESTING & ENGINEERING COMPANY :•�` N.W. ta 3R7,wtGww GARDENS,F1.ORIM]316 Association, ine- t OLD 11-192 4/13/15 DATE: 4/13/15 6335 .W.ism. 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