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HomeMy WebLinkAboutProduct Approval Accordion Shutters11/5/2015 ' Florida Building Code Online e ' '�o s K daDepartments BCIS Home I Log In I User Registration Hot Topics I Submit Surcharge Stats & Facts sines .-} Professi I __ Product Approval USER: Public User Regulation 1110mi"WARIM Product Approval Menu > Product or Application Search > Application List NO — Search Criteria �sPIsl3ne+I= .�nanlirasi±R° gaPaislu/atot� ccsrlTACTosPiilie Refine Search Code Version 2014 FL# 389 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL FL# Type Manufacturer Validated By Status FL 89-R Re ision American Shutter Systems Association, Inc. John W. Knezevich, PE Approved 44 Category: Shutters (954) 772-6224 Subcategory: Accordion -Approves py uorrc. Approvals uy v rn nnm, uc ievneweu auu y ...c — ...- . Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional 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 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: eChe'ck Credit https:/tfloridabuilding.org/pr/pr_appjst.aspx 1/1 1. BERTHA N.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. DES" WIND LOADS SHALL SE OET6dUNED' AS PER SECTION 1620 OF THE ABOVE MENTIONED CARE. FOR. A BASIC WIND SPEED ,REONRED BY THE JURISONCITON WHERE sNU= WILL BE INSTALLED WITH A DIRECTIONALITY 11ACTOR-Kd-0.65„ USING ASCE 7rlG .AND STALL NOT EXCEED THE NAXOTUM (ASO.) OFSICN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 1S, 19 do 20. IN ORDER la_ VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS MTERMUNED PER ASCE" 7-10 SHALL BE FIRST REDUCED TO AS.D. DESIGN WIND LOADS ST MULTNPI.YINC THEM BY O.G-IN ORDERTO. COMPARE THESE W/ MAIL '(ASA),DESiGN'PRLSSURE RATDKS'iNDMATED ON SHEETS 11 THRU 15, 19 & 20. IN. ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.M. AS TESTED. WERE NOT OVER SiRESSW, A.33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS tts?L USED IN THOR ANALYSIS. HOWEVER, -AWIND DURANON FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. BERTHA N.V. ACCORDION SHUTTER SYSTEMS ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS, BEEN VERMED IN ACCORDANCE WITH SECTION. 1609.1.2 OF THE AOWE MENTIONED CODE AS PER ATL REPORT&& -IN BLADE (D /0214.01-03. f071S.01-03, 01004.01-05. /1214.01-05. e0317.02-06. JOW9.01-10 AND /0210.01-11 AS PER TAS-201, TAS-202 AND TAS-203 PROTOCOLS AND ASTM E=IW AND E-1996 STANDARDS (MIME LEVEL D, WIND ZONES 1. 2.& 3) & #1220.01-10 AS PER TAS 201. '203 & 2,03 PROTOCOLS LARGE MISSILE -HV WINDOW BLADE 0 J0505.01--08 AS PER-ASTM E-1886 AND E-1996 (MSStLE LEVEL 0. WIND ZONES 1. 2. 3) BASIC PROTECTION ONLY AND j 0725.01-88 AS PER TAS 262 PROTOCOL 2. NV SLADE(D AND HV WINDOW BLADE 1(9 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 3. BE TI NA H.V. ACCORDION PINS (ITN SCREWS). USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 114.2.75' AND #144.75' REuSPECUVEI.Y• 410-HY MINIMUM SERIES STAINLESS STET.. SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 W TOOE SIRE ICK,PINS SHAM. BE COATED WITH BERTHA HV OACROSHIELD COATING SYSTEM AS MANUFACTURE BY APPROVED COATING APPLICATORS. REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIANION. PINS MUST DEAR THE HV MARKING ON THEIR HEAD. 4. ALL AWM9NUM EICiRfi.SiONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30A kai AND 35.7- liai FOR 6005-115 ALLOY. S. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AIS1 SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN SM18 WITH 50 ksi MIN. HELD STRENGTH AND 90 ksi MIN. TENSILE STRENGTK AND SHALL COMPLY W/ FLOWDA BUILDING CODE SECTON 2411.3.3.4. S. BOLTS TO BE AS'TM A-307 GALVANIZED STEEL OR ANSI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksH MINIMUM YIELD STRENGTH. 7. SEE THE FOLLOWING SHEETS FOR ANCHOR -SPECIFICATIONS: W BLADE t0 : 12.13,14.15 AND 20 W BLADE 0 & 0 WORKING IN UNISON: 12. 13 & 15 -8. THIS BERTHA 1LV. ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT /6'779.582. COMPONENTS OF THIS APPROVAL ARE CATERED. IN WHOLE OR IN PART BY U.S. PATENT /5'458.179 ISSUED TO EASTERN METAL SUPPLY. INC. 9. R SHALL BE THE RESPONSIMUTY OF THE CONTRACTOR TO VCR" THE SOUNDNESS OF THE STRUCTURE WHERE SLINTER IS TO BE ATTACHED TD INSURE PROPER ANCHORAGE CONTRACTOR TO SEA./CAULK ALL SHUTTER COMPONENT EDGES WHICH RFMAN, THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WINO/RAIN INTRUSION. 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF HURRICANE WARNING. HOME OWNER. TENANT, OR OTHERS, MUST PROPERLY CLOSE ALL HIV AND HD CEW RMATES AND ENGAGE OR LOCK ALL W AND HO LOCKS. 11. SHUSTER,MANUFACNREEYS LABS. SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHLITIM IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE ONE IASM SHALL BE PLACED`FOR EVM OPENING: LABELING TO COMPLY WITH.S£CIION wiox.2 OF THE FLORIDA BURRING CODE 12. OD414A H.V. ACCORDION SHUTTER SYSTEWS INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAVANG.PLUS ANY- BUILDING AND ZONING, REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13. (9) THIS P.ED. PREPARED BY TITS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT: I- WMERE THE SITE CONDITIONS DENTATE FROM THE P.E.D. (b). CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PUR04AM AND, INSTALLATION LHCLUDINC'UFE'SAFETY OF THIS PRODUCT. BASED ON THIS REDS, PRONGED HE/SHE DOES NOT DOME. FROM THE CONDITIONS DETAILED ON THIS DDGIMENT. CONsikk ION. SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (C) THIS PLED. WILL BE CONSIDERED MAJD IF ALTERED BY ANY MEANS. (di SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REME:EO ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (EO.R.) FOR THE PROJECT AND WHO WILL Be 11ESPONSIBLE FOR THE PROPER USE OF THE P.E.O. ENGINNEM OF RECORD, ACTING AS A DELECATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (a) ORIGINAL MED, SHAH. BEAR THE GATE AND ORKIMAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. T` OF• * � TILLTT TESTING & ENGINEERING COMPANY �� : F .: /iA7 NJL 3Qh..94 Sta 3W. W MNA GkgM:Pa!M. FLW+AA 33' Ptarro : (305)871-1530 . fox : (305)871-1537 a 00: tft..Q W.0 isS. •.....c.••w(�•`G\`��` 7A/FYArjNAL E � ,;, ED-W06719 WALTER A DINT Jr. P.E P.E. SEAL/i�IS'�ALfURE/DATE FLORIDA vG t 44167 TABLE OF CONTENTS GENERAL NOTES SHEET 1 SYSTEM COMPONEMS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-44 SHEET,4 TYPCAL WINDOW BLADE & WINDOW DETAIL AREA-2 FLV BLADE 1n AND.HV WINDOW 13LADE'hAl. (WHERE APPLICABLE) TYPICAL SHUTTER o"AnoN &'NOTES ON LOCKS SHEEF,5 INSTALLATION DETAILS A-•F,.CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 CENTERMATE DETAILS NV SHEET 8 CENTERMATE ALTERNATING DETAILS HV SHEET 9 END CONNECTION DETAILS 1-6. CONCRM/BLOCK SHEET 10 MAXIMUM SPAN TABLES SHEET 11 .ANCHOR SCHEDULE- CONCRETE tt BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE- C014GRFTE & BLOCK SHEET 14 ANCHOR SCHEDULE- WOOD SHEET 15 INSTALLATION DETAILS M-R, WOOD SHEET 16 INSTALLATION DETAILS S-X, WOOD SHEET 17 END CONNECTION DETAILS 7-12 & X. WOOD SHEET 18 AREA 3' W WINDOW BLAME 61 TYPICAL. SHUTTER DEVATiON ONLY SHEET 19 AREA 4: FIV WINDOW BLADE 1 f INSTALLATION DETAILS. METAL STUD WALLS J ONLY SHEET 20 ITHIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDi , , A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Polm Beach. FL 33407 0 2015, EASTERN. METAL SUPPLY. INC. BERTHA HVTM Accordion Shutter Systet H.V. MAW #1 W/ OR W/0 KV. WIMON %ME N. rrk @"SIC MOH I GATE DRAWN LAW. Ml. t OLD 11-192 4/13/15 GATE 4/13/15 s DRAWING No 15=085 FOR VNM UNDER US PATENT 0"5458179 LIMITATIONS OF USE OF BLADE ® ON SHEET 19 6063-T6 ALLOY AND TEMPER 6�HV_ADJ. FLOUR TRACK QUALIFIED FOR USE W/ HV "0 1.917' po 087' � 0 n ti d' 670 1.660` 0 (RHV CEILING HEADER IFIED FOR USE W/ HV BLADE 1 ONLY, SEE SECTIONS FOR VAUD 6063-T6 ALLOY AND. TEMPER ®Lim ©=M 1® SIDE ANGLES DIF, 0 FOR USE W/ HV BLADE Cl) a 3 ' 1999" 3pHV UNIVERSAL FLOATER QUALIFIED FOR USE W/ W BLADE I) 6005-TS ALLOY AND TEMPER BLADE VAARIM 1' t.9i5` M�ox. of .083' too' S .oso• .060• t4 4 670 1� HV HEAD/ER/_SILL ((jj}} QUALIFIED065-TS ALLOY HV AND TEMPER ON ALUMINUM ANGLES OUAURED'FO$ USE W/ IN BLADE 1 ONLY. 6063-T6 ALLOY AND -TEMPER ' STATE OF D PLOR SSlQNAl- .E Sr�1!`JGNt11 0 70• 072 v o c 4.436' ,T ® HV WALK —OVER TRACK OUALIF ED FOR ,VIE W/ HV 8LADE 6063-T6 ALLOY AWDTEMPER COYPONENf A B T1 YZ © 2' 6- MAX. 1/6" 1/6' i® 2' S' MAX. 0.192" 0.192' 2.5' 7' MAX. 01190' 0.190' 2' S' MAX. 0.139" 0.131' A TILLIT TESTING & ENGINEERING COMPANY 6333 KX 3606 5L. Ste. 30.5, VM M CIYWM FlGFMk 33 41 PFtww : (30 WI-1530 . Fox : (305)971-1531 •-m EO-00060060ooi.cam 7,9 WALTER A TMUT Jr. RE FLORMA lic. f 44167 �tiV 90•I�sO• sraIRTER QUALIFIED KOR USE W/ HV BLADE 1 6063-T6 ALLOY AND TEMPER , .67a` .9W,920 �9 HV TRENCH TRACK QUALIFIED FOR USE W/ IIV ^^- BLADE ( ONLY. ^'^ QUALIFIED FOR UAE W/ !N BLADEA(NT) 6063-T6 ALLOY D TEMPEIr Non High Veiocity Hurricane Z * 2015 EASTERN. WETAL SUPPLY. INC. A.S.S.A. Accordion ILv MAX #1 W1 oR American Shutter Systems per, pnONt Association. Inc. , OLD 11-192 4268 Westroads Drive z West Palm Beach. FL 33407 s HAWING No 15-085 4 PLAN FRONT E1£YATION LOCKER FOR "T' LOCK CENTER QUALIFIED FOR USE W/ HV BLADE tOONLY 6063-T6 ALLOY AND TEMPER .9 7 0 O63' .214' r. (o 3 NO CENTERMAI QUALIFIED FOR USE LOCKING RODD QUALIFIED FOR USE W/ HV BLADE(j) 6063-16 ALLOY AND TEMPER STALLATION WILL REQUIRE A 7bA `EFLOENCNTY�OR USATW/GHV E�ONLY 6063-T6 ALLOY AND TEMPER 11 PnLr m 1 PE COST HOWING ENAMEL CAKED PA-0M MxI�IN1�� av+5s URASS crLNDER Pa MS UKED) (a(>DYE (alrtOwE'plATLD) ® HV LOCK ® HV EGRESS LOCK QUAUFlED FOR ONLY. QBL�W �& 0 ONLY. 0 ALIFIFOR USE W/ HV TEMPER 1 ONLY 60 te' 2.87a• 6063 T6 ALLOY AND TEMPER P �C� � 1 756' 22" 4.045' . 2 SCREW IL "AFTER RNEnf ova 6 5" a N ,0E , S 1�4"�-20 x 3/4s 6EFw+E Rn£tu� S.S. THUMBSCRENC ii4"0-20 RIVNUTs * MOM 9444 A WKUM (2024-T3 ALLOY) LQM TlANOE UM .622' STOET t=Efli. PART 10820. A9 MAxI1PALiUItfD 6r AWM ® HV SALE "T" LOCK ss66- cNCW row+. P�PPFT+ . KW JUSEr 07*4 OR EQUAL "T' LOCK ® HV ALTERNATIVE LOCK QUALIFIED FOR USE W/ HV BLADE T ONLY ® HV FEMALE 17 LOCK CENTERMATE ® 1 QUAUFIEU FGR USE W/ Hv 6063-76 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADECT)ONLY /HV QUALIFIED FOR USE a-&FE(�7 ONLY. 6063-76 ALLOY AND TEMPER'"W/HV BLADE(j) ONLY. M 6063-10 ALLOY AND TEMPER :0 'S QQUALIFIEDED FO A USE W/ ANDH TEIBLERE 1 & 1q tt/2' i9 FIV 1/4" 0-20 AISI 304 _ ERIES S S THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE tQ 7 7c\ /____--� _ -4 Sifirti - A' S•......• L`o-moE ,ft;n1all 101111\ P.E. SEAL/SIGNATURE/DATE I L E C O iw TILLIT TESTING do ENGINEERING COMPANY A= N.W. 30M :L. V- 365. Y6 MVA GgUra, ROMA u Pbono . (3OW)871-1530 . Fax : (305)671-1331 IDD06719l.wm WALTER A. TILLfr. dr. P.E cLORmn "` 0 44187 OR GYUNITER KEY CYR KEY �% .545• MOW wfl� Al1 .125' Max. 0Q o 0. r 60t' r Q _ T}01MDTURt4 CYIA'OER' OR KEY .57 Min QTUNDER 1.76' Max. 0 HD LOG K OY REGENT HAROWARE MORTISE LOCKS SERIES. 2333 HOOK DOLT LOOK. QUALIFIED FOR USE W/ HV BLADED& @A A.S.S.ALLLL American Shutter Systems Association. Inc. 4268 Westroods Drive West Palm Beach. FL 33407 CODE(Non High Velocity Hurricane Zo 0 2015 E45TF.RN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter Syster KV. BADE #1. WJ M W/0 KV. WNM MAIX V. 9. DESCNJ"ON DATE .DRAWN OY: M.L , OLD 11-192 4/13/IS QAM- 4/13/15 2 DRAWING No 3 t5—ass (SHUTTER ASSEMBLY SCHEDULE FOR I HV Q HV al HY( BLADE 1 MV BLADE 1A HV LONG RECESSED NYLON BUSHING S HV SHORT RECESSED NYLON BUSHING W NYLON HAT WASHER Ll HV WHEEL CARRIAGE AISI 302-303 SERIES. 0.870-x3/16' THICK NYLON WHEEL 0.188"0 AI.SI 302 SERIES S.S. RIVETS HY 1 3/4" ACCORDION PIN W/ #8 HEAD HV 2 3/4- ACCORDION PIN W/ #8 HEAD POLYCARBONATE IMPACT RESISTANT HV WINDOW (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 10 OR HV 0. BLADE. .Y CAL SHUTTER ASSEMBLY N, S. (2) HV PIN ® MAY BE USED IN LIEU OF @ AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV Q, aoaz+• BLADE WHEN CORRESPONDING TO INSTALLATION "11', SHEET 7. oaa=T— TYP. (3) HV PIN..@ OR @ W/ 1/2- OZ. 1/16' THICK S.S. WASHER O SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 8> SHEET QD EXTERIOR UCKL MNucw.E �a 1 4 I t` N 2 7/8A 315"0 SEPARA Bow ew e� OPENM l i ©ORS lit O OR ® �1 J � I r •HV PIN ©2 OEXTERIR 1 AT OR 1 9LADE'S KNUCKLE. i (SEE NOTE ; FOR REQUIREMENTS) EXTERIOR W EEL CARRIAGEC�L T4S�; ff.SEM9LY LAYOUT I' HV BLADE SOLID & (A- HV WINDOW BLADE DETAILS N.T.S. A. ;,.•���� V-10EN'<<�''�: IL ECO-imam. TILLIT TEsnNG & ENGINEERING COMPANY ..,DRIDP ; gk. phone ; {305)871-1530 . Fa'; :. (305}87/r1531 0-093 wleco4TooAcom LENG�a��`�` HALTER A�MUITIJr. P.F. P.E.�Hl'I/tblONtiItURE/DATE nA�Q` uG A 44167 .1625- BLADE A825' .U625 .062V .jFL•IYYI Y—Y OR M,a FL_ATim YPICAL HV WINDOW BLADE 9 AND ml YCARBONATE HV WINDOW DEA MPACT RESISTANT WINDOWMAMN L 3103 POLYCARBONATE RESINS, W—STABILIZED GRADE OR SABIC INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE 'r ON SHEET 19). POLYCARBONATE SOURCES, FOR 9 TfPRAL PROMIJS APPlr#A1 SAawm OLSILi FOUIENZ'y 40Ya 16f ®1 l�IS SKI= GPM" AM DM2 Do43 2,/w DLL1 m!' iF7Ud1E,YILLQ STWCM AST. DM RAW paL 9--00 psL RFJ03RAL. 6Yw=" AT YED ASAI UM $2AW pal. 14400 P.aL FLEXURAL MODULUS ASW 0T90 340.0w paL 315AW P.J. Wwm 14toHFD = AST M% ID FT-V. Ii Pr -*to MWE 11DOW Am ma43 ai 2: 84.52 MAx R" or owa4o4 AMU Dws C-i wss C-I CLAW SELF ranon ASN'DIo2u 1040 T ow r WEMIERM AM G155 TDAUE Sm04M ArIm ww aew MT wa Am "L. ew P.-L T06" SIPM BEFORE runaJawO AVM w0' aial P L eaw P" An&S.A. American Shutter Systems Association, Inc. 4208 Westroads Drive West Palm Beach, FL 33407 CODE (Non high Velocity Hurricane 00 2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion. Shutter. Sysl ILV aADE ii W1 OR W/O Kv WINDOW M !AWING No 15-085 ENO iECTION [IS ON 7S 10 h YP. FULL TYPICAL I HV BLADE SHUTTER ELEVATION N.T.S. d:0&12* DATORf COl it, ONE HY LOCK ® or 0 SHALL BE USED AT 1/2 OF -SHUTTER SPAN FOR ANY S IONN.. WLOCK OR �0 or CS MAY BE USED AS AN2 OF SHUTTER SPAN FOR SPANS UP TO INSIDE OR OUTSIDE LOCK, ATFACHM AND FOR TO 9 OR �T ANY ENTERMATES W/(2) 1/4'0-20 x 1/2 LONG FLAT HEAD S.S. M.S. LOCATION'OF LOCK SHALL BE AS INDICATED ON SHUTTER ATION. y _ PURPOSES. UP TO 1W0 HV LitS 123 , . OR'MRY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES OR:0 SHALL BE.AS INDICATED ON NOTE.(1) ABOVE B LOCATTIION OF LOCKS NAL CONDITION 12 IVALID ONLY WHEN b"DAMW CONDITION #j OR I IM— �2 �S L;�n. tyliMlD H V LOCKS) LOCKNG RODS ARE NOT REQUIRED A7 URRIGWE POSITION. BUT MAY BE USED IF DESIRED TO ENHANCE SHUTTER PERFO IMANCE. LOCKING RODS � OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRiCIWE POSITON). 4: ON£ NV,LOCK SFm1t BE USED AT CORNER CENTER SPAN AND INSTALLATIONS AT ANY - - OR INS10E ,LACK, ATTACHED TO CORNER CINTERMATE W/(2) i/4 0-2D x 1/2' LONC FLAT HF�1D SS. MS. 1W0 LOCiONG RODS AT TOP & BO OM SHALL BE USED. LOCATION OF LACK Stall BE AS dNDICATED ON 7YPTCAL'SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHAD. BE DETERMNED AS PER SCHEDULES SHOWN ON SHEET' 12. 5. ONE ALTERNATE ITV LOCK 6U1Y BE USED M LIEU OF NV LOCK or FOR ANY SPAN AND INSi TK)NS AT ANY ELEVATION. Al. NATELOCK MAY BE USED AS AN SIDE OR OUTSIDE LOCK: ATTACHMENT OF 1/4`O-20x3/4' S.S. THUMBSCREW TO 0 OR ® CENTERMATES, SHALL BE MADE W/ 1/4-2Ox3/4' ALUM. RNNUT AS SHOWN .ON SECTION JIVE, SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. 6. MANDATORY CONDITON %3 FOR KE'ISTOHE MOUNTING INSTALLATIONS* ONE KV LOCK ® or 0 or 0 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 86'. AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK 0 or @ or ® MAY BE USED AS AN INSIDE OR OUiSIDE LOCK. ATTACHED TO @ or ® SYMMETRICAL CENTERMATES W/ (2) 1/4'-20 x 1/2' LONG .FLAT HEAD S.S. MS. LOCATION OF LOCK SHALL BE AS INDICATED ON mcAL SHUTTER ELEVATON. USE OF LOCiaNG RODS W/ OR TOP AND BOTTOM Is COMPLETELY' MNDATORY. *NOTES ON HV "T" LOCKS AND CENTERMATES: 1. ONE ALTERNATE FTV 'f' LACK MAY BEIALLEO -IN UETJ OF EN COCKS OR QR FOR AN1'SPAN AND INS7AUAT10N AT,ARIY ELEVATION. AL MATE LOCK Y BE USER AS AN UJSIDE.OR TOE LAC14 AITACHNE7Vi LFCK �'JNCLUDESUSWGE0TOCENTERMATEUTW/ 1/4.0-20x1UM ABOVE AND BELOW MIOSPMJ.' USE OP iW0 LOCKING ROD$ ¢ TOP AND BOTOM IS MANDATORY.. *NOTES QN HD LOCKS & .E 1 QZ W!- H0 CEMMMA= (3 6R W! ONE ALTERNATE HD LOCK MAYBE USED IN LIEU. OF IN LOCKS _OR'0 FOR ANY SPAN AND. INSTALLATIONS AT ANY U VATION. ALTERNATE HD LOCK 0 MAX BE USED AS AN, INSIDE RUNFORCEMENTROUTSID$ LOCK. ATTACHMENT OF NStITr AS SHOWN ON SECTIONS HDEI- 7AND To I-HVC, StW to IS x BLOCK MAY BE INSTALLED ATE MIDSPAN OR 12' MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS ® LS COUPLETELY OPTIONAL_ IL ECOINC. � .. TILLiT TESTING &ENGINEERING COMPANY STATE OF 4 6= KW. 36M. sa 51 . m. roVAGM CARD ;. T13aa a1 ' Phono : (30)871-1530 . Fox : 005)071-1531 .� ,c' •. R NALE � #aIatEe A. TUIT0066719 ac P.E. SCAC t3MORE/DATE ,GRw ` "16' A.S.S.A. American Shutter Systems As3octatlon, inc. 4268 Westroads Drive West Palm Beach, FL 33407 ® 2015 EASTERN NETS AL SUPPLY. WC. BERTHA HYTM Accordion Shutter.System KY. SLAM #1 W/ OR W/O KY- WINWW GLADE 6v. OESCEI"- 07.1C D9LtWR1' HYc ILL I OLD 11-192 4/13 15 CAM 4/13/15 2 DRAWING NO 3 15-085 CREPE ANCHORS POURED CONCRETE OR CONCRETE 8LOCK POU(ONCIYETE POURED ,(SEE. SCHEDULE ON SHEEr 13) REQUIRED CONCRETE ANCHORS 1/4-0-20X3/4- SS. MACHINE SCREWS REAUIRID CONCRETE AtiCHORS RQEQOU1E fiTR t©�t B�OR�jSTonE (SEE YOUt11ING Qtj ON SPELT 7) (SEE SCHEDULE ON SHEET 13) I 1/4=20 Nuts 0 12' O.C. (SEE SCHEDULE ON SHEET 13) /. 7' _ M4 -L 4SS. EQ HINESCRE2! 19 Z' USIN I MS - 1/ O 12' O.C. Q. - O. ` 1 250` Man 1 ` , um l OPTIONAL f, i I ' ONAL Ink • 1 OR i EXISNNG MIN. SEPARATION 70 CLASSa —. (SEE SCHEDULE ON SHEET IQIX15RHC a .wN ; pggmQ 8 / A � MIN. SEPARATION TO CLASS I t C C (SEE SCHEDULE ON SHEET 11) t t © HV WALL HEADER INSTALLATION ® HV WALL HEADER INSTALLATION Q HV WALL HEADER FNSTALF.ATION +KEYSTONE G MIN. SEPARATION TO ASS t cuss--* SWARUXN mu (Sw N I i • 1 OR ION. SEPARATION TO.CLASS r-�-'(SEE SCHEDULE ON .SHEET Ii) mdn lc w =� a 1,1 (SEE SCHEDULE ON SHEET i I)—GL mmoam 1-BLAMmR f I G 1 1 OPTIONAL jI� 1 1 �i • 1 N , \ 1( f l i/4Mm E 4 OPTIONAL 1 l File Mo.. _ _ t 3 aR O ED.• 1 ti 1 , /2' --- 19 D.. _ -_ ...EQ. E 73 OR Q /---- 1. — Q,ORe -_- E i/4'd-20K3/4' S.S. PNILLIPS TRUSS HEAD Mom' 20t3/4' SS: P}iI.t1Ps �- ,tt3 3 t1ACWtNE SCREIV5 -tNSWG 1/4'-20 N= 0 12' O.C. CONCRETE ANCHORS .(SEE SCHEDULE ON iRU55 HEit0 MACHINE SCREWS MISS Wr 1/4"-20 NUTS O 12' O.C: CRE7E ANCHORS (SEE SCHEDULE ON SHEET 13) tin. POURED CONCRETE SRFET /3) OR CONCRETE RL= POURED OR CONIC�«xd �CRETIE ORS REQUIRED (t)HV WALL SILL INSTALLATION HV WALL SILL iNSTAUATIONSCHEDULE M _ CONCRETE SHEET 14) - OR CONCRETE BLOCK j WALL REQ"IRD QE HV WALL SILL INSTAUATiON ND1E PoR CALIR7 ❑OfN OF SECTIONS INSTALLATION_ DETAILS W/ 1- SEE SHEET 4 FOUR TYPICAL SHUTTER ASSEMBLY • E. D. -= EDGE DISTANCE ♦SEE A710N5 OF l NE FOR �} H V BLADE' 2- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIi7CATTONS ON SHEET 13) E &AOE 1 ON SHEET 18 W ANY WAY 70 SUIT ANY WSTAILATTWI. - N Z 11t11111i MKIDA BUILDING CODE (Not, Nigh Veloerq urrlcone one ' A. T/. �A�. AF4� s`.'G�,``����` �OIUlii.`;",\A� P.E. SEAL�S)i��AiURI /DATE .�. E C 0 tec. A S S A ■ ■ ■ ■ American Shutter Systems AagOCiQtiOtl. ITIC. 4268 Westroods, Drive West Pelm Beach, FL 33407 © 2015. EASTERN METAL SUPPLY: INC. BERTHA HVTM Accordion Shutter System Kv. RADE.11 W/ OR W/o KV. WMOW BADE TILT TESTING & ENGINEERING COMPANY 0.157 MIN. star sl ssc. 31 vow c(305) . 1-101 ' Plano : (aos)s7t-t57O . Ffnc : (sos)sTt-tsar e .a; tmc.*0 01. ywtft�MA11C TIa :;16 rLn tm Hk DESMPIION DATE DNAwvEr ML 1 OLD ti-192 Ian DINE 4/t3/t5 z DRAWING NoC .� 5—Q$J 3 5 SHEET 6 OF 20 G I OR 1 la aA s t aA HILT ow Ex snrlc iTSLE ON aj ItFMBME-TAO 1 M 9iiT t0 �aR malp9 , IC GUM 'a i 9 O 1 tAARS a �t= oa a� 1 O 1 1 i AETatTLgE i i 1 1 i i-I i t E100SHNG 1 1 ' ANCHOR. 1 i WCAnQ4 , _, p10x3/4" HEX WASHER HEAD 12" O.C. OF 3 Nlx TEx SCREWS a 8 t J Nix ` CONCRETE ANCHORS ` � 1 APPLICABLE Fi 7 . O (SEE SCHEDULE ON SHEET 13) E t 1 i EDGE OF EXISTING ClA'S I t i i EDGE OF � 1` t1( EDGE OF IF APPLPL)G fiLE 1 SLAB 9' APPi�E Ar � 1 f2 O. 1 SPPPLICABLE FLAT HEAD CONCRETE ANCHORS t0a URED NCRETE E.. 0. CONCRETE (SEE SCHEDULE ON SHEET ta) 1 t E8A�0EQ)I)O. 1 ♦ POURED REOURED FLAT HERO CONCRETE ANCHORS t M 9EET 19 1IIL I aAasma®. t OR ® RE iREo L —E D. p. (SEE SCHEDULE ON SHEET 14) 11 .TRENCH INSTALLATION VALID ONLY FOR UP.TO +70. -75 PSF A.S.D. V WALK—OVERINSTALLATION�� PRES13, SURE REET ATING & FOR SPANS PER HV FLOOR INSTALLATION t Q NV CEILING INSTALLATION CONCRETE A14CHORSazH T nim tg 10 QA= -"— . tw. O (SEE SCHEDULE SHEET td) ON 1/40 aW as=TA RTW/ CH Slav Start it) ( tIg7ADFaRHt 1 I t EXISTING 6 a EXISTING ' lot t�,aAnart W ai55 1 t EXISTING G LASS—� -. AWNiL�O TEFN0.0+Y Ot t/t a FCWM I fA90FAS TAPFfR+ AIC�R" W/ . 1/4' 1 NAX. GLASS F CIASS �(� m�tR4 ax saa il) `I1 _O I 1tN, �w voN To t J/t' 1c't F?aNf O b' 1 Tsa StldaDflfti a 11). nfPoN ERNSLARGO? THANV )/4• SbACT A1TP TMW F�ASiTT�d.V "D DMAX• (Ti'•) (SEERW 9EE7itHXtWASHER HEADHEXE WS o )2�oC./14UXSCREWS O 9'O.�lix3/4`S.OS. OR 1/4d-20 S.S. M.S I CONCRETE ANCHORS _ - 6 ' 7 J O 9' 0. C. - - i i i 1/4" Max.(SEE SCHEDULE ON 1 SHEET I4) a i �.1. t i IN.. +,; NoN STRUCTURAL w� RW ((GECMTIYE E.D.Sga) r.. i, EDGE OF STAB %14s3/4" F.H. SD.S: tl 9' D.C. T NIN T+oatw tmmcrE APPLICABLE CONCRETE. ANCHORS SEE NOTE. 13(b) NOTE 13(b) t CEO. POURED E {SEE SCHEDULE ON ON SHEET- IPbL)RED, CONCRETE ON SHEET I .. ,• _ OR CO ETEBLLOCK SHEET 14) OR CONCRETEBLOCK REGLA REQUIRED ti! KEYMNE MOUNTING INSTALLAnoN 1PHONAi. PW)IJ ONCI'Mu HV WALL FLOOR INSTALLATION Q HV WALL. WALK —OVER NA)MM Asa DC=X PRESSUM abs n pw INSTALLATION NAXWUY S=nR SPAS e-eREOUI- J V RAINGUARD INSTALLATION t > FOR 6• -kwa2d OF SECTIC14S ME_ SEASSSE SHEET 4 FOR 7YPIGLL..STW F EDGE DISTANCE (SEE. SPECIFICAPOMS ON SHEET 13) •f • THIS INSTALLATION SHALL BE VABLE PERFUMED E i 70 AN OPERABLE DLR OR ENTRANCE O gE UMgnONS OF USE FOR BUDS ON SHEET 19 I N STA LLAT I 0 N D ETA I LS W Z 0 H V B LA D E 2- %IOUIMNG SECTIONS BE FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone ,111 MY WAY 70 SUIT ANY IINNSTIAL ATI�ON.NED Q 2015 EASTERN NO& SUPPLY, INC. e%'/j, �9--, - BERTHA HVIM Lc.Ns - IL E C O A S S A Accordion Shutter System + _ >i N c. ■■■ ■ RV. a gX Est W/ OR ViIOAV WINDOI aaoE American. Shutter Systems REV. DESCRIPTION Hair Ow. ww. ' ua_ a'•, TATE OF 71L11T TESTING &ENGINEERING COMPANY 36VL St; S. 3W. MRGM GWDE 5, MORDA 311 Association, Inc. 1 OLD 11-151 4/13 IS 11A7E 4J15/15 '04t (505j871-1530 . Fox a (3D5)871-1531 4268 WestroadS Drive 2 DRAWING .NO rt0 . � �: a : bm-9-1 West Palm Beach, FL 33407 3 465 15-085 P/E.',SF INIUNA URE/DATE YT 44167 -- SHED OF 20 5L L - � OCIONG �00 L�©�© ..OUT 90� `f INSTALLATIONS W/ HV I N �DaSRNG GLASS o ANo a1LIiLlATE Nv Loac � oN sHFtT s IU t ** SAM SLACK DUA1L Iff tS VK10 FOR ALL BLADE W HV CENTERMATES - A"ucxnw m wzfo �Ns•7«�s�tD, «� 0R SEE END WA CONNECTION ExisnHG CLASS DETAILS ON SHEETS 10 & 1 S ----------------- --- - 1 ®•����®�®��� _-_--------------------- z•,re'■L/a5�o•-2 I Q ® ® O ® 3 1/4• 8 8 «c 9 + � 19 • 5 7- 6 1/2' 7• ARa wsia allow ro coNCRE1E - I/2- «�•® OPPOSING CENTERMATES SYMMETRYCAL CENT ATES uLLL SEPlJtn N (TOP/00110Y) h I (4)j10s1/2• SU-S. W AlBi �I10a3%4• S:M.S. 0 12- G FULL LENGHT W/ HV LOCK �2 or tLS W/ HV SOCK {�4i or 2 To GLASS ONN AT EACH ANGLE (hP) * 35 * NN 3 * 3 SHEELT�11) 5 J... b l g1r ©ae�at©•Oa® 10 •®� n HVB 1K IT ®� HVC to•�°R©+� +�°' O © HVA 6 • ® O O OGSnNG G POURM CONCRECE OR CONCRETE BLOCK WALL ©•Q7 +�w©+ 7Q'i1���y/i' I -.. ._RICa — - 10+, .©w+ 7— —_ FMW m _ �•®pp®+V �I S +®�.©s •®�i9 •®S fN CENTERMAT �7®FF��'d+ ��/',�+�mV� +®-N MIN. SFr PARATION ©+@"'@+®�®+®- 5 J OLISSN 1 •uw�r� * W/ HV LOCK 6 oPnawt (ro CHEV sEE sLx+ELwLE ON SHEET 11) t noN @ ® * _o ANTERIOR) INTERIOR ®+®d3®+.©°R�+� (SEE SCHEDULE (N Drnoxrs - . ONSHEETii} (INTERIOR) auT ----- '—'-- _---_.._---------`--_ CGKGRTB• .Q 1 j ANCHORS. oc. 1 1 6, 1 • �° * 3 �IAFIIES sv * m OUT a t/z- MAX sLACK OUT cExnER1oR) HVE HVF** HVD FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone tlHl ii47!!J// . 0 2015 EASTERN wrx SUPPLY, INO. BER HA HVTTA .DER........ �,,c S A Accordion Shutter System 1� Ecot■ ■ Kv HAM #I.w/as W/OHx VANONRAE American Shutter Systems Association inC, TltliT' TESTING dL ENGINEERING COMPANY E,; �LUPRON DATE oru*+ W. i,-. t OLD .11-192 4/13/I5 w1E; 4/T3/t5 .o'. STATE �F :.� fuss xe. Jane. Lam.. . CAROM FLOWA 331 19 1 . (suslaTl_ts3o . Fmc : (Jos)s�1-lsJ1 o-moa: crcoweealxm 4268 Westroal Orive West Palm Beach, FL 33407 2 DRAWING No 15-085 •' a ••��C�`��oFTo�Rn> P.E. �92� ®-DOW 9 u ai�i `' s SHE 8 017 20 a „ {iPi13E/GATE ALTERNATE S " " LOCK V MAL EIFEMALE "T" LqCKS CE R 8 LOCKERS V BLADE sm END CDNNEC7IDN DETAIL ON SHEETS 10 a! 18 OUT IN �j—DSn�e awe W$t= OUAf0�..M.� "=Qw ON staer a. i®qO.O /�•® AS w",fS timm-A. FWATM aEiaE®DETAn IKD�1rJO. a a MOM O! UM %4F r.. WY EE L= Was IFW, girt- i7 ♦%-.N:Enia. MIA r" DLTAE. O SN M W TIeS SItT'r. * SEE NOTE 6 FOR W LOtic® . CK• -•'LOON STIM 5. 1 W= 9444 MIUKU (M4-13 AJAV) CAROL nIJNDE TNW. ISF1 Mf19ERr, PARE A OIQO. A9�WNOiACTUR£D ttt A`Afl tlamRY T xmm PASFPEW. MW.Jatsu =54 OR EOON. In INSTALLATION fill HV BLADE YW+/ HD CENTERMATES 0 , .0 rr�,s._� 1•rii:� � � �"7ri•�ti: 0� w. � � wir_ �* ..� m10W�A E �1 _— �;►:.�������►��ri•�IE�r�>•�rTa•�� 1 • (OUTSIDE)- SYIAL HD CgNTERMATES SYMMETRIC& 1 CENTERMAJES NDD—HVDti" FLOATING STACK 9STATE ©F TILUT TESTING & ENGINEERING COMPANY a3sa nr. 36D, St- 5> 303, VMWA GQWJs. ROMA 33 �•�' � � Ptgne : (365)671-15W . F..: (=)571-1331 ss/ON AIE.�`��� P.E,'AStEIQitf �Li��ATl11iE/DATE WALTER A WT Jr. P.E. RORVA U. 8 44187 A.S.S.A. American Shutter Systems Assoctaticn, Inc. 4268 Westroods Drive West Palm Seoch, FL 33407 ��i * sm WIES DN LWM,4 RDpQ a. NDg tOdFi.msm 5' WW TOR ALL CEMTnWM A WA $04 WM TAAM0 J CODE(Non High Velocity Hurricane Zc 2015 EASTERN MUWSUPPLY. INC. BERTHA HVTm.. Accordion Shutter Systei Kv RAM #jr w/ qR W/o Kv "WH &AM EY. N. OESCR nQN I GATE I aRAYDT if: Y.L T 01.1) 1 t-192 4/13/15 aATe 4/13/15 s DRAIYING-:No 15-085 (LOCATE AT ETRIER SIDE ] f2' #toxt/2' S-M.S. ® 16° O.C. g 16' 0.C. I POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED L POURED CONCRETE OR POURED CONCRETE OR CONCRETE POURED CONCRETE OR CONCRETE- RED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCIRET BLOCK WALL WALL REQUIXIED CLOCK 14 REQUIRED ALL REGUD-BLACK 7 7 CUSS —E)QSTINC GLASS //'''EXISTING GLASS EXISTING GLASS —EXISTING /� r — -S UN. SiPAPAnoo - 1 • -2' MIN. T MIN. SWARATION TO QJdS (SEE ON SHEET a+ATMN TO: � SEE LOX SEPARATION TO GLASS (SEE EQ SCHEDULE OCLASSN SEEBLADE 1/16'x3' MAX., ON ON 111 SQH� EMAE Tli �1 TOUR tT� mPfm T It FOR ATd1 CN SFFET FOIi (6063 T6) CONT. PLUM. CLOSER (LOCAJE 1 ® I W 9IEET 10 FOR 1/2.' DADE+Q& (99PLATE ON SHEET 19 FOR .EIADES®Ec AT DRIER SIDE MIN. \ 1 1 - - OF®) 1 Ij 46USE 1' OR 2 MAX. jiOxl/2' S1ASI - ---- (AS APUMCCUP)x 1/0-%0-2-ALUWUt 1 '•--- a 16' O.C.. , {soss-Ts Au.(qyr) A MroxEIGNr 4 (1) f1Ox1/2' S.M.S. TO®'& (2)1/4'0 TAPGONS ORS TO ' SEE aL X FO WALL AT 1' D.C. {! 1 RR �' ErnlER SIDE OFQ y 1 OR OR i3loi�o 6 7 a 8 1 SEE DETAIL X FOR SIDE CONNECTION TO TRACKS SIDE ONNEXcnoN 1 OR. I®' TO TRACKS a 6 O7 � 8 0 •®® SEE DET L x FO 4 f a®a©•O7 a8 •®�^ O. SIDE NECTFON 0 •®°'©'®'©'®a O TRACKS \..: a®m©•Qj w®�01 .®a � a®. ®a©.©a •® 9 �_—"GOL*�5 p.®'®•�°`®. a ©.Q.®a,,©��•(Oj��•®em�u O ®°DET '®m END CONNECTION DETAIL 3 END CONNECTION DETAIL D CONNECTION DET } RMUIRED ONLY FOR SPANS CRFATFR TFM 12•-0' BLOCK WALL EXISTING 4 4 REQUIRED CHI MIN. SEIVRQION 1/2- MIN. SQfDIAE � -"---___-- V 1­1_ - - @OR@CR�QR 1® 4 OR 12' O.G. 5 �SHEET kS T 19 M - - @ 8�OR(DOR 2' MIN. �ESAON SHEET R @OR13 OR(9OR(DORTI � S!�!L--t 1 0PLAN DETAIL X C9�©•O�-O� END I S ALLATION ;�a ©•O•ma©• o (� HV BLADE OR 14 HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. gip•@ END NEC ION DETAIL © FLORIDA BUILDING CODE (Non Nigh Velocity Hurricane Zone �........... . TI(�., 0 2.015 EASTERN METAL SUPPLY. INC.. �cE^ NS;� •.,,�•1 Q BERTHA HY�M 11 E C O uNc. A.S.S.JL Accordion /O K Vf NWN BLADE ttv acne �1 w/ OR w/o fiv 151NDON akaE American. Shu ter Systems prscrePno>r DAN nRum.sr: M.L q nLuT TESTING & ENGINEERING COMPANY Assoclotion, inc. . OLD it^t42 4/iJ/15 w1c 4/13/15 STATE Of c x Lass Hx san so. su ws vrmrns'turn. S71 9' PTmne t (305)671-15w . Fm : (M)871-1531 4268 Westroads Drive x DRAWING No ,t�'•.; ORI ` 0-ma, tiftc.GaQLwm West Palm Beach, FL 33407 3 •.s�!ONA1_ . �:•�`�`` . w TEA puff � s sttE r 085 SCHEDULE #1 MAXIMUM SHUTTER SPAN* "L+" OR "L-' (ft.). FOR INSTALLATIONS W/ @, &'Q or or. W/ `ONE H V. LOCK or 0 or or HD LOCK ® W/ -NO LOCKING RODS or CENfERMATES ® & @ W/ ONE HV 'T' LOCK ®- W/TWO LOCKING RODS Q TOP & BOTTOM SEE NOTES IL1t64U0 n CONCRETE &' WOOD INSTALLATIONS.0 WALL MOUNTING F100ti/COLWG MOUNTING L + (ft) L - L + (a) L - (N 30 OR L 16'-0- 16'-0- 16'=0' 35 14'-10' I V-10' IV-2' IW-;W 40 IS-10' IS-10' 14'-2' 15'-2' 45 13'-r 13'-1' IS-4" 14'-3' 50 12'-V 12-5- tY-8' t3'-7' 55 11'-t0' It'-10' 12'-1' 127-11• 60 11'-4" 111-4" 1l'-r 12'-4' 65 10'-10' 10'-10' ll'-1' ll'-I1' 70 10'-6' to -a' IW-9' 1l'-5' 75 IW-I" 10'-i' to'-4' 11'-l' 80 85 9'-6' 9'-6'LW-7' I W-5' 90 9'-J' 9'-3' 10'-1' 95 W-0' 8'-9'9'-10' 100 W-9' 8'-4' W-7' 105 8'-7' 7'-11' 9'-4- 110 e'-4" 7'-*)'g'_2r r_3•120 a'-0' W-11' W-9' 130 7-a- s_5 7!-10' 6_i• 135 - r-7- Wew2` 7'-9' 7'-9' 140 r-5' 5'-t t' 7'-7'- 7-6' 145 7'-3' S'-9' 7'-5' 7'-3' 150 7'-2• 5•.-7' 7-4' r-0' 155 7'-O' W-5' Y-2' 8'-9' 160 W-11' S'-2' T-1' 6'-7' 165 W-10' 5'-1' 7'-0" 6'-4' 170 W-9' 4'-111' 6'-11- W-2' 175 6"_7. 4,_9' W-9' 6'-01. 180 6'-6' 4'-8' W_r 5'-10'- 185 6'-S' 4'-6' W-7• 5'-8' 190 6'-4' 4'-;i W-6" 5'-g' 195 W-3' 4'-3' 6'-5' W-5• 200 W-2' 1 4'-2' 6'-4' W-3' 205 6'-1' 1 a-l" 6'-Y W-1' SCHEDULE 492 MAXIMUM SHUTTER SPAN* "L+" OR -L- (ft.) FOR INSTALLATIONS W/ CENTER ONE HV LOCK or ,, or 0 W/ NO LOCKING RODS (SEE NOTES t tt) uiutsuAP CONCRETE &'WOOD P$CZiC ( .)) WALL UOOU NMC F1.00ft/CEBING MowmNG L + (4) L - 00 30 16'-0' 16'-0' 35 W-10' 14'-10' 40 93'-40' 13'-7D' 45 50 t2'-5• t2'-5' 55 11'-10' 11'-10' 60 11'-4' 11'-4' 55 to'-i0' 10-10' 70 to'-6' 10'-6' 75 to'-1' to'-1' 80 W-10' 9'-10' 85 90 95 9'-0' W-9' 1GO W-9- W-4' 105 8'77• 7'-11' 110 8'-4' .7'-7' -3` 120 130 7'-8' 6'-5' 135 'r-7' 6'-2' 140 7-5' S'-11' 145 7'-3' S'-9' 150 7'-2' 1'-7' 155 7'-W 5'-5• 160 W-tt• 5'-2 165 170. 175 W-7' 4'=9' ISO 61-6' 4'-8' 185 W-5' 4'-6' TBO 6'-4' 4'-5' 195 6'-3' a-3' 200 6'-2' 205 6'-1' AZORIDA SCHEDULE 43 IMUM SHUTTER SPAN* "L+' R "L-" (ft.) INSTALLATIONS W2MMETRICAL CENTERMAKS & W/ ONE HV LOCKS OR W/ NO LOCKING ODS (VAUD FOR MOUN ING.(t>t, SHEET 7) CONCRETE +v ^ INSTALLATIONS PRESPOE NIX noop/OILING, MWNRNO OR, M LN11KG L♦ (N L-00 30 16'-G' lw_O' 35 15'-2• 16'-10' 40 14'-2' 15'-2' 45 13'-4' 14'-3' 50 12'-3' 1.$-r 55 11'-1' I1'-11" 60 10'-2' 10'-11' 65 70 8'-9' 9-4' 75 W-9' turret t �TION F�C.t'N� CONCRETE & WOOD MANSORY WALL A. B, C. D. E. M. N. 0. P. 0, MOUNTING F. K & L R. S, & V. FLOOR/CEiUNG G, H. 1. 11. J T, U, W & X MOUNTING & M 0 W"MUM SHUTTER SPAN W OR 'L-" FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 105, psf. AS.O. DESIGN PRESSURE RATING. t HV CORNER CENTTRMATE 03 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS $1AL SEAS INDICATED ON MANDATORY CONDITION J2 NOTE 05. SHEET 5. tt EXCEPT THAT MAXIMUM SHUM SPAN 1.+' OR 1-" AND MAMMW A.SD. DESiNG PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE OR CONCRETE OLOOK SHALL BE UNITED AS FOLLOWS: 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64; 72 p.s.f. AND -8'-0' SPAN. SEE MOUNTING @ ON SHEET 7. SEPARATION TO GLASS SCHEDULE MINIMUM. WIND ZONE ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1" Q HV BLADE IL E C 4 �w�. TIWT TESTING & ENGINEERING COMPANY 053" /LM. uit . s6. Ste. 30.l, 1ISiC6lN.vamiS. i =QA 33 Phano :.(303)MV530 . I- : (305)871=1531 o-mo9: tataco0cwt— EB-0006719 WER A ALTTIWT 11 PIE. FLORIDA U� / 44167 A.S.S.A. American Shutter- Systems Association. Inc. 4268 Westroads Drive West Palm Beach, FL 33407 (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSTTVE A.S.D. DESIGN PRESSURE RATING L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE AS,D. DESIGN PRESSURE RATING. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: GIVEN A POSITIVE A$L). DESIGN PRESSURE RATING, OETFRMINE MAXIMUM SPAN 'L+' FROM SCHEDULE GIVEN A. NEGATIVE AS-D. DESIGN PRESSURE BATING. DETERMINE MAXIMUM SPAN 'L FROM SCHEDULE, FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE ntINIMW DETERMINED SPAN BETWEEN '1.+' AND 'L (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL MOUNTINGS W/ FLOOR/CEUNG MOUNTINGS: FOR A GIVEN POSITIVE A.S,O. DESIGN PRESSURE RATING: DETERMINE: Li+- KAX. SPAN FOR WALL MOUNTING INSTALLATIONS_ L2+= MAX. SPAN FOR FLOGR/C©UNG MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE AS-0. DESIGN PRESSURE RAT WG: DETERMINE: Li-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2-- MAX. SPAN FOR FLOOR/CDUNG MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN 'Ll+; -L-+,, 'Ll- AND 12-' (4) GO TO ANCHOR SCHEDULE WITH FINAL. MAICIMUM ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN. PRESSURE RATING TO OEIERMINE MAXIMUM- ANCHOR 0 2015 EASTERN METH. SUPPLY, INC, BERTHA H TM Accordion Shutter System FLY. SAE.#1-W/ OR W/O FLY. WNDOW BADE 1/. MIC"nox GATE ORA1114 By.. 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TILLT TESTING & ENGINEERING COMPANY STATE of - �P2 ORID PAone : (300�7f-1530 Fow : (305)B7i-1531 lw�flQ2e�� wxTm k T&Ur 4r.. Pe.P.E�`fy1B6DATE rLarcmA ua 1 44167 TAPCON OR TAPCON WITH ADVANCED THREAOFORM TECHNOLOGY ALL POINTS SOUD-SET BLUE TAP TAPPER+ * SEE ANCHOR SPECIFICATIONS ON SHEET 13 *SEE UjrATiONS OF USE FOR BLADE to ON SHEET 19 (j)_HV BLADE OR n HV BLADE W/ (R HV WINDOW BLADE WORKING IN UNISON A.S.S.A. American Shutter Systems Association, Inc. 4268 We'stroods Drive West Polm Beach, FL 33407 ® 2015 ¢ASTERN METAL SLIMY, INC. BERTHA HVTM Accordion Shutter Systet KV. IB AOE #T W/ OR WAO Kv W INM BADE V: Na DLSMFnON OAT[ DUM By N.L. t I OLD 11-192 4/13/ts PAm 4/i3.15 2 DRAWING. No 15-085 6& POUTED BOCK POUM CONCRETE @WALL SILL MOUNTING ©CEILING MOUNTING H@FLOOR MOUNTING. rykS& OUCH ATOM MM RA M OISM NXIM FRWX MG kILD. 173g1 1201TNE PR15aa A111N0 30 40 160175 190 1120 160 20.5 3D. 4D FA 7s 90 120 160 _R11 205 30 40 '60 78 90 120 160 205 14 12 110 9 8 e e 55 t4 /2 tO e 6 e 8a 14 12 709 8 B 8 8' 3 -0' 14 12 10 B 8 8 6 0 74 12 10 9 6 e 6 6 14 12 10 9 8 e 6 6 OR LES5 T4- 12 TO 9" 8 8 a 6 14. 12 70 9 B 8 6 0 14 12 10 9 a 6 8 S 14 12 ID 9 e e &. 7 14 12 10 9 8 8 8 0 14 12 10 9 8 B 8 6 14 '12 10' 9 B 7 55 S9 14 12. 10 'B 8 6 8 '6' 14 12 ID 9 8 8 B 5 4•-0' 14 12 10 B 8 8 6 e 14 12 10. . B a 6 6 6 14 12 70 9 8 a 6 &5 14 12 10 8 8 8, 6 4 14 12 10. 9 IT 8- 6 4.5 14 12 10 9 8 0 4 35 14 12 10 -9 e 8 6 4S 14 12 10 "9 8 8 e, 55 14- 12 10 -8 8 8 .6 45 - 14 12 10 9 75 53 &S +- 14 12 10 9 '8 6 6 5 14 t2 10" 9 B 7 5S. 4 5 14 12 10 9 8 8 6 8 14 12 10 8 B 9 I 6& S 14 12 tD 9 e e 6 4.5 -0 14 12 10 9 8 7 4 - 14 12 10 9 8 85 5 AS 14 12 10 '8 8S 9 3S 3 14 12 10 9 8 r5 45 - 14 .12 10 9 8 e 6 45 5 12 10 9 8 6 4.5175 14 12 9S 75 8.5 44. - - 14 12 10 9 8 75 55 4 14 12 10 9 8 9 4.5 33 6•-D' 14 12 10 9 8 8 e - 14 12 16 -9 6 8 6. 5 14 12 10 9 -r 65 � S 3S 14 14 12 12 10 1D _L 9 75 8 55- 6 3 - - 14 14 12 12 10 .10 &5 9 7 8 55 6.5 4 9 3 3.75 14 14 12 12 8 10 &5 85' 5.5 8 4 S 3 14 12 8 oS 5.5 3 - - 14 12 10 9 8 65 4.5 34 14 12 70 8 7 5 35 3 7._0. 14 12 10 9 8 8 - - 14 12 10 9 8 7 S 4 14 12 10 a 7S 5S 4 3 14 14 12 12 TO 10 a BS 6.51 7 ♦ 4 - - - 14 14 12 12 S 10 )5 9 6 75 4.5 5S 3.5 4 - - 14 14 105 12 7 9 'SS 7 4.5- 7S 14 11 7 55 4.5. - - 14 12 10 9 7 SS 4 - 14 12 9 _ 7 4S __ 3 �' 8._0. 14 12 TIT 8 8 6.S - - 14 12 10 9 a 4 - 14 12 t0 8 s.5 35' 14 12. 85 7 55 3 - - 14 12 8 tiS &5 4 3 - 7S 05 a 5 4 - 3 14 12 95 75 6 -' 14 12 95 a 65 5 - 14 12 8 6 56 4 13 9S 65 5 3.5 - - 14 12 10 8 65 5 - 14 12 8 05 5 4 14 12 10 9 8 - - 14 12 10 9 7S 43 - - 14 12 8.5 7 SS 4 - - 14 tlb 75 -6 4 - 14 11 7 54 5 35 - - 11 8 55 4S 35 - - 14 12 a 6S 4S - - t4 12 85 7 ss 4 - 14 10S 7 55 6 4S - lb 0.5 5S 4 - - 14 12 9 7 814,51- - 14 11 7 SS 4S 3S - 14 12 10 9 7S - - - 14 12 10 '8 ` 6S 5 - - 14 12 8 e 5 4. - - 10�-0' 14 10-9 7 5 35 - - 73 95 85 5 4 3. - 10 75 S 4 3 14 11 7.5 SS - - 14 115 9 6 5 4 - 25 95 6 5 4 4 - - OS 8- 5 - 14 �12 8 &5 55 4 - 13. 10 6.5 5 4 3 11•-0• 11 12 10 - - - - - 14 12 e 7 6 ss - - 14 105 1 55 4.5 35 - - 25 95 5 - - - 12 9. 8 4.5 4 3 9 7, 45 3S 3- - 14 10. 7 - - 14 05 7 SS 45 - - ^ 1.5 85 " IS A - 15. 7 43 - - 14 15 75 6 5 - - 12 9 6 4.5 4 12'-0't1S 14 12 8S 10 4.5 - - - - - - - 14 11 12. 8 8 5S 6S :4 55 35 - - - - - 13 8 10 8 6.5 4 5 S 4 - - - 35 95 0 - - - - - 13 9b 65 5 4 - DS 8 5 4 - - 9 &5 - - 14 105 7 55 45 - - it eS 55 45 A - - 13•-0' T4 12 - - - -. 14. Its 7s 6 S - _ = 12 9 a 4S i.-- - OS ?5 8 - - - - - - - - - 20 12 75 0 5 6 4 43 3 4 - - -- - 7S 95 S.5 7 4 5 3 4 - - - - - - a 6 - 13 9.5 65 5 - OS 75 5 4 14 12 - - - - - 14 I b 7 55 - - - 11 85. 55 45 - - - - 14•-0' 10 7S '- - - - 6 T 4.5 SS - - - - 7 5 3.5 3 - - - - - 15 '8 - - - '11 9 5.5 49 - 9 ob 45 - - - - TS - - 12 -9 6 - 95. 7 4.5 - 14 - - - - - - - -5 Io &S - - - - - 05 6 5- 15-0' - 9 - 10 - - - _ - - -- - - - - - 6 4 - - - 7 W,- 9 65 4.5 - - - - - - - - - - -.10 5 5 16•-O'14 a8S - - - - IT - 4 - STATE OF - - 1. ANCHORS TO SUBSTRATE SHAM BE AS FOLLOWS: I, (A) M E70SLINC POURED CONCRETE (W ". - 3 Lmt) - 1/4.0 TAPWN OR TAPcoR WITH ADVANCED THRFADFORUM TECHNOLOGY ANCHORS. AS WNUFACIUtEED BY LLW. SUTLQEX. (W94 Fc - 3 kwl - 1/4'0 x 3/4' ALL POINTS SOLO -SET ANCHORS. AS DISTRIBUTED BY ALL POINTS SCM. BOLT & SPECIALTY COMPANY. (Wo. Po - 3 km) - 1/4'0 BLUE TM CONCiETE ANCHORS W/ GAP AS MANUFACTURED BY F10(iiDA FASTENERS 111RECT, INC. (Mia. Pe - 2 W) TAPCON OR - 1/4'0 TAPPER+ ANCHORS AS MANUFACNtifD BY' POWERS FASIFNHRS. MC.. AND OL"IRIBUIED 6Y All f0RJi5 SCREW, .B01.T & SPISZPLTY TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHM40 D'VENDOR RD=IERED WITH THE AMTRICW SHUTTER SYSfEUS ASSOCIATION, INC. THREIDFORM TECHNOLOGY (Wo, Fc - 3 ksi) ALL POINTS SOLID -SET BLUE TAP W/ CAP NOS' A1) LONTMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH KNANCED THRFADFORII TECHNOLOGY ANCHORS AND TAPPER+ TAPPER+ ANCHORS IS 1 3/4'. AND FOR BLUE TAP W/ CAP ANCHORS IS 1 1/2. A2) MINIMUM EMBEDMW OF 1/4'0 x 3/4' ALL POINTS SOLID -SET ANCHORS SHALL BE 7/8' INTO. THE POURED CONCRETE, NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED: 1/4'0-20 SS MACHINE SCREW USED SHALL BE 1 1/2' LONG MINIMU30 SHOULD STUCCO OM- AND ♦ Sw LIMIATIM OF USC t'0R MADE(19 124 RULT 19 1' MUMUM FOR WALLS WITH NO STUCCO. A.3) IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER THE FOUND ON THE DUSTING WALL OR FLOOR ANCHORS SHALL BE LONG ENOUGH TO REACH IRE WIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES A1) & A.2) ABOVE. FOR INSTALLATIONS ON,VIM SIDING OR EWS WITH OR WITHOUT METAL STUDS CONSULT INS ENGINEER. FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. O 1 f ® �1 L ► i (B) TO DUSTING CONCRETE BLOCK: (ASIM C790) 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTRED BY I.T.W. BURDEX \ - 1/470 x•3/4' ALL POINTS SOLID -SET ANCHORS. AS OISR216mm BY ALL POETS Sc". BOLT & SPECW.TY COMPANY. - 1/4'0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT. INC_ - 1/4.0 TAPPER+ ANCHORS AS MU"ACIURM BY POWERS FASTENERS. M. AND DISTRBUTED BY ALL POINTS SCREW: SOLT & SPECIALTY COMPANY OR MY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SKITTER SYSTEMS ASSOCIATION. Or - NOTES* 8.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON. BLUE TAP W/ CAP ANCHORS AND TAPPER+ ANCHORS IS 1 1/4' AND TAPWN WITH ADVANCED THRFADFDRM TECHNOLOGY ANCHORS IS i'. 8.2) MINIMUM EMBEDMENT OF 1/40 x 3/4' ALL POINTS SOLID -SET ANCHORS SHALL BE ENTIRELY EDBEDDFD 0171) THE CONCRETE BLOM NO EMBEDMENF INTO STUCCO SHALL BE PERMBiED. 1/4' 0-20 S.S. WCHLVE SCREW USED SHALL BE 1 1/2- LONG MINIMUM SHOULD STUCCO DUST, AND 1' MINIMUM FOR WALLS WITH NO STUCCO. 0.3) IN CAS: THAT PRECAST STONE, PRECAST CONCRETE PANELS. PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLDOR. ANCHORS SHALL 1E LONG ENOUGH TO REACH THE WIN STRUCTURE 09 MO SAID WALL FINISHES. ANCTOFIAGE WALL BE AS INDICATED ON NOTES ELI) &• B.2) ABOVE. FOR 04TALAMONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL SRAS CONSULT THIS ENGINEER. FOR INSTALLATION INTO TIES WITH METAL STUDS SEE SHEET 20. (C) ANCHORS SHALL BE INSTALLED FOLLOWING. ALL OF THE RWOMMENDA710NS AND SPECIFICATIONS OF TLE.ANCHOR75 MANUFACTURER. (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE (Eo.)' VERSUS SPACING -RELATIONSHIP FOR ANCHORS. EDGE DISTANCE VERSUS SPACING SCHEDULE -FOR ANCHORS- MAX MUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW. FOR E. 0. LESS THAN THE WDICAM. REDUCE ANCHOR SPACING BY MULTPLYRUC SPACING SNOMN ON SCHIDULEBYTHE FOLLOWING FACTORS. REDUCED' SPACING ODYAINBU' USING FACTOR SHALL NOT BE LESS TRAM MINIMUM SPACIHG INDICATED FOR EACH ANCHOR riFE- FACTOR ACTUAL EDGE TAPCON THREADFORM TECHNOLOGY ALL POINT SOLD SET BLUE TAP W/ CAP TAPPER + Ulm. SPACING DLCTANCE E.D. M. SPACING = 3' MIN. SPACING - 3' MIPL SPACING - 3 1/2' ►UN. SPACING = 3' 3 3/4' 4' POURED CONCRETE &: CONCRETE ER =U3'� POURED CON 30E 1ML F5..3 1/Y .OpC� gOpE LOL EM.2 1 POURED CONCRETE & CONCBM BLOCK POURED CONCRETE & CONCRETE �TMrACfC-. p01 w MEL EAa3 W �0ME BIt!� MN. EA.2 I" 3'- 1.0 0.90 1.0 0.78 1.0` 0.84 1.0_ 21/2' - 0.81 1.0 - 0.07 fA 2' 0.71 "1 L91 - - - 0.43 - 1 1 2' I 0.35 - - - - 0.35 - FT 0RIDA MIMIC LOBE (Non Niah Velocitv NUrricane ZD lL E G O tNc. TiLLIT TESTING & ENGINEERING COMPANY 6155 NAM. 36e4 St. Ste. M. VBGNA CMMIS. i10RM 33 Pbc c : (305)871-1530 . FOX : (305)871-153.1 0-m94: utacocaa a t EB-0006779 WALTER A TLiT Jr. P.E FLORIDA Ua @ 44167 A.S.S.AN American Shutter Systems Association. Inc. 4268 Westroods Drive West Palm Beach, FL 33407 2015 EASTERN MEAL SUPPLY, INC. BERTHA HVTM Accordion Sl FRY. g4DE'#1 w/ OR w/o AWING No 15-085 POURED CONCRETE POURED BLOCK SPAN 1 OVER & . 1 ,TRENCH OESW71 timouffaug Rut Po91iG O'RAINMARD MOUNTING '@WALL/FLOOR MOUNTING ©WALLIVALK OVER MOUNTING. 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Ste. Jm, vsM9w C+VO[Irs. 71Di1R4 33 '�.�'C��;•.,, ORIONORIOP Phut]05�mt��:co 0�7t-,:31 olO . .E SEACJkt(4tii�ti5`tf/DATE TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOUD-SLr BLUE TAP TAPPER+ *'SEE ANCHOR SPECIRCATIONS ON SHEET 13 Q VAUD'ONLY FOR UP TO +70, -75 PS F A. .0 DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE #3, SHEET 11 0 HV BLADE ONLY AQ ■ ■ ■ . American Shutter Systems As9ociation, Inc. 4268 Westroads Drive West Palm Beach. FL 33407 0 2015.,EASIERN METAL SUPPLY, INC. BERTHA HVTN Accordion Shutter System Kv BLADE #t W1 OR W/o KV YytNOW RACE REv. Nd Stsc91vt1o17 I oils aruWN et. H.L t OLD 11-192 4 13115 OAM 4/13/15. 2 DRAWING No 1 J"o$J 3 J�exluttL4 AS Q. DESIGN PRESSURE RATING P.O.), AND CORRESPONDING MAXIMUM ANCHOR SPACING (jna c HEDU F FOR A MAY. SHUTTER SPAN. NEGATU'AS.Q. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE. - (SEE MOUNTINCS ON SHMS 16 & 17), B L_J B !� T RAT E SOUTHERN PINE No. 2 W/ MIN. 0=0.55, DOUGLAS FIR W/ MIN. G=0.50 SPRUCE PINE FIR NORTH W/ MIN. G=0.43 SPRUCE PINE FIR SOUTH W/ MIN. G-0.36 1/2" MIN..CDX PLYWOOD PINE No. 2 Vil MINwr gjN, aMF SPRUCE PINE FIR NORTH W/ MIN. G=0.43 SPRUCE PINE F1R SOUTF(0.3 W MIN. G=6 AunwA/ �'N « WALL MOUNTINGS M. N. O & R CEILING MOUNT T FLOOR MOUNTINGS W& 1( WALL MOUNTINGS M. N. O & R CEIIING'MOUNT T FLOOR MOUNTINGS W&X WALL MOUNTINGS M. N. 0 & R CEILING MOUNT T FLOOR MOUNTINGS W &)( WALL MOUNTINGS P.&0 a o. WALL MoutmNcs S&V so. WALL MOUNT NC5 S&V a o: WALL MOUNTINGS S & V R9,9 NLiiCFm"iIiBVCIj� OSrm Nfl04N�it:RVR fydj 037fiAOE f1®IE tiOC (F/) 09OI Hf/iE199Ri&6 (/il Q9OI IFGOEN8:1A&NC (� 93171 YUmi F&S�S RUCL(� --OSII1109Y N09Q�(F� 03N ta>7OEH4mH W1t (� ®Ixiai NE�ii13396 {.y) 0.v¢:&OIiCI�ffO.Yi.(� 30. 'to 60175 196 hO5 30 40 60 75 90 105 30 40, 60 75 90,1105 30 4016075 90 05 30 40 6675 90 05 30 40 .60 75 90 65 30 40 6075 90 05 30 40 60 75. 90 -05 30 40 60 75 90 G5 30 40 60 J5. 90 OS -0' OR 2 10�. 10 9 6 8 6 6 6 6 6 6 12. 10 10 9 0 8 6' 6 6 6 _6' 6. 12 10 10.9 8 8 6 6 6 6 .6 -6 6 5 4 4 4 3 12 12 12 12 12 12, 12 12 12 12 12 12 12 12 12 12 12 12 4'-0' 7 10 10 9 8 8 6 6 6 6 6 6 1Z 10. 10 9 B - 0 6 6 6 6' 6 6 12 10 10 -9 8 8 6 6 6 6 6' 6 - 6 5 4, 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 t2 . 12. 5'=fr . 12 10 .f0 9 8 6 '8 8 8 8 6 .5 12 10 109 8 0 6 6 6 6 6 5 f2. 10- 10 9 8 7 6. 6 6 6 6 -6 6 -5-4 4 4 3 IZ 12� 12112 12 12 12 12 12. 72 12 12- 12 12. 12' 12. 12 FaS 6'-0' 12 10. 10 9 8 .5 6 6 6 6 5.5 4.5' 12 10 1D 9 0 5 6 -6 6 .5 5,- 4.5 12` 10 10 9 '6 .5 6 6 6 6 5 S 6 5 4 4 3.5 - 12 12 12 12 12 12' 12 12112 12 12 12 12. 12 12 12 10 SS 7'-0' 12 10 10 9 6.5 46 6 6 S 4.S 4 12 10 10 9 5 3 6 6' 6 5 4 35 12 10 10 7 .5 - 6 6 6 5 4 5 6 5 4 4 - - 12 12 12 12 12 12 72 12 12 12 12 0. 12 12 12 0.5 8.5 7S 8'-O' 12 10 10 75 45 3 0 6 8. 5 4 3.$ 12 10 10 B 35 8 6 5 .S 35 3 12 10 10 4 - -- 6 6 5 .5 35 3 6 5 4 - - 12 12 12 12 12 12 12 12 12 12 11 95 12 12 1S 9 7.5 85 9'-W 12 10 1O 5 3.5 - 6 6 5.5 4.5 35 3 12 10 9 4 - - 6 6 4.5 4 3 3 12 10 4 3 - - 6 6 4.5 4 3 3 6 5 3.5 - - 12 T2 12 12 12 0 12 12 12 1 9.5 85 12 12 10 816.5155 iV-W 12 10 7.5 -4 - - 6 6 5 4 3 - 12 10 6 3 - - 6 6 4 3.513 - 12 10 3 - - 6 8 4 S 3. - 8 5 - - - 12 12 12 12 1.5 9.5 12 12 12 O. &5 7.5 12 12 9 7 6 5 1 V-0' 12 10 5S - - - 6 8 45 - - 12 10 4S ^ - - 6 5.5 35 - - - 72 10 - - - - 6 5.5 4 - - 6 5 - - - 12 12 12 12 10. SS 12 12 12 9.5. 8 7 12 12 6 6S S 45 12'-0' 12 10 4.5 - - - 6 6 4 - 12 /0 35 - - - 6 5 35 - - 10 - - 6 5 3.5 - - - 6 5 - - - 12 12 12 1. 9.5 8 t2 12 it 8.5 T B 12 1 15 6 5 { 13'-0' 12 10 - - - - 8 6 - - - 12 10 4.5 - - 5 - - 6 4.5 - - 6 4.5 - - - 12 12 12 0 8.S 7.S t2 12 10. 8 5 5S 12 0.5 ? 55 45 4 14'-W 12 10 - - - - 6 - - -12 ]-12 7 - - - 5 4.5 ^ J_-r12_ 7 - - S 4.5 - - 6 3 I.- 12 12 t2 9.5 8 6 12 12 9.5 7.5 6 IS 12 9.515'-0' 12 - - - - - 6 - - - - - - - 5 -- - - -- - - - - - 5 - - - - 616'-0' 12 - - 6 - 12 - - - S ^ - (1) HV BLADE OR (1� HV BLADE W f �A HV WINDOW BLADE WORKING IN UNISON* . -. T .3N¢Ta 19 m9 6Ul0EON'use + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1. ANCHORS 10 VAU, FLOOR'OR SOW WOOD SOETTT SPAL BE AS FOLLOYF 3, SUVISTRATE SHALL CONSIST OF 711E FOUONING` -SOUTKM FINE Na 2 W/ C.b55- OLDS) - 1/4'0 TAPM ANCHORS, AS.UMUFACTUMD BY I.T.W. W D7f W/ WMOM FUSEDWW P6 INDICATED AT -DOUGIAS Flit W/ G-050 (NA3,) -SPRUCE PINE FIR NORTH W/ 0-0.43 (HAS) FSIM SECTIDWON SH EIS 16 & 17. EKDOnloN: SEE NOTE 2 OE1ON. -SPRUCE PULE FIR SOUM W/ 0-026 (NAs.) -YIN. i/2• COX PLTw000 (1966 APA) 2. ANCIORS,TO HOLLOW C INO SHALL BE As PER LOU 0 90 TYPE U. SHEET 17 AND SMALL CONSIST OF LAC SCREAS AS PER NOS 2DIZ SPIM.WrAIWNS 4. ANCHORS SHALL BE INSOLLED FOLLZ*= ALL OF THE 1ECOi61f7iDATIONS AND SPEC61CATIOLS�OF THE ANCHWS MANUFACTUREM tlt11i111N/N// MIL EC o yQ '� '• TiLUT TESTING & ENGINEERING COMPANY 1067 636E 11m, 3fan. 51, St.. X0, WW9hA QN400 a RCIMA 33 : (305)6'71-1530 Fml : (305)8'71-1531 • In'; tAt"000 lmm *'• STATf^dF '� WALTER A WIT J& P.E. L'_1 FLORIDA U,: 1 44167 A.ST.S.A. American Shutter Systems Association. Inc. 4268 Westroods Drive West Palm Beach, FL 33407 5 EASTERN METAL SUPPLY. INC. Accordion Shutter System FtV. BLAM #1 W/ OR W/O RV. WWN HAKE. AWING No 15-085 1 LL FINISH 1/4-0 TAPCON OR. TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1 2H din. PENETRATION OF THREADED AREA TO 0MINO WOOD. HEADER. :(SEE SCHEDULE ON StW 15) E1O511NG NMIN. ' 2Hx4- WOOD TIMER REQUIRED DOSTING 1SayfAnOm GLASS ---I TO 11 FOR BLADE (DAND­ aF 91EEr Is FOR E�IAOFS W & ai MO HV WALL HEADER INSTALLATION EXISTING 2'k4_-CONE-j1 MIN. SEPARATION TO CLASS t W WOOD PLATEj(SEE SCHEDULE ON sHEET II)REW i 2,.r WOOD REWM 1/4-0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY —r•— W/ 1 1/2H Wain. PENETRATION OF THREADED AREA TO M-IiNG WOOD HEADER. (SEE ScHoXILE ON sHEEr 15) j FAX Q(SEE 1/4'0-20%3/4- SS. MACHINE 51;1>E♦DUE ON I SCREWS W/ 1/4"-20 NUTS 1— 11 FOR BADE ml'ND O 12' O.C. ) ON%W IS Fat . 1- din. 19D511NG ) BLADES (D&� . GLASS-4 ' ' i t j ]� OR E)aST1IH �D a HEADER REQUIRED [[({{�jt ( e „ 1%/"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2H , 1 din PENEIr1ATON OF 1HREACED AREA TO d1N,. SEPARATION TO GLASS -`.:, EXISTING WOOD .HEADER.. E%ISRNG (SEE SCHEDULE ON SHEET Ii) ti.; (SEE SCHEDULE ON SKEET 15) G --1 2*x4- CONS. SILL 1 PLATE REOD. ) MN. SEPARATION TO GLASS i ; 1 (SEE SCHEDULE ON�SNEET tl . �G (SEE SCHEDULE ON SHEET 11) ij4'aa-2Ox3/4* SS. F ; 1/4.0-20x3/4- S.s. ( MACHINE SCREWS -0 I 1 MACHINE SCREWS W/ ®' NUTS 1/4H-20 NUTS O 12--2'o0'\ . 5t I f lwr i -I MITI. ' 6 t ., 1/4-® TAPCON OR TAPCON WITH ADVANCED 1/4H0 TAFCON OR ti4IE: THREADFORM TECHNOLOGY W/ 1/2' TAPCON WITH ADVANCED I -SEE SKEET 4 FOR TYPICAL Ifn. PENETRATION OF THREADED AREA INTO. PLYWOOD T/2 LGN. C0 1HR£ADFORM TECHNOLOGY SHUTTER, ASSEMBLY. (5£E SCHEDULE ON SKEET 15) DUSTING MIN 2-94- PLYWOOD REO'D. WI. 1/2" dh. PSTUDS 0 ENEIRAMN OF 2-dOUNTING SECTIONS�rN BE T/Y ABM. Cox PLYWOOD REOD. FEOD PLYWOOD TO BE WALL FW THREADED AREA D1W PLYWOOD COMBINED Sufi ANY INN -ANY WAY STALLATION. JAX 2 x4H STUDS O 10' O.C. MAx: REQ'O. ATTACHED TO STUDS N ( SCHEDULE SFEEf 15) TO DE ATTACHED TO STUDS N ACCORDANCE ACCOROANCE WITH u TION' 23W OF THE P.B.C. SECTION 2308 OF THE Oq HV WALL SILL INSTALLATION •SEE t>e9T�poNs OF l' 1 OF I ell F 11,11"TAI 1 ATIAU FXLC ON SHM AAAAN-L� M. �". TILLIT TESTING 8 ENGINEERING COMPANY =4. ss. sm. 33, Wmm cwroa. FIARDA 33 Pfione : (30S)871-15W . Fos : (305)871-1"1 HQ ., �1 O 0-nwl, ot-00.01— ES-00O719 i�•.ZOR10 A DL1IT dr i�'c(( IN 5 FLORIDA Lc / 44167 P.A[ din. r 11CO TAPCON. OR TAPCON WITH ADVANCED I " THREADFORM TECHNOLOGY W/ 1 112 C CONT. dirt PENETRATION OF THREADED AREA TO . PLATE Df6T1NG WOOD HEADER. iD. - (SEE SCHEDULE ON sREBE 15) �� WALL FINISH HV WALL SILL INSTALLATION Hurrieone JfTLY. INC. ster A■S.S.A. MA. cord/ Cn /0 W. NWNter BLAIE American Shutter Systems MY..w DESGGPIION DATE DRAWN BY: MA_ Association. Inc. I OLD TT-1S2 4/13/16DATE 4/13/13 4268 Westroods Drive 2 DRAWING No West Palm Beach. FL33407 3 ' 5-085 WA""_ SPAN SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 & WORKING IN UNISON �APOON WfIF1N OR 4'X8" (EFxlj E7CISIWG ED— - c MIN. PIICABtE) EDGE (If /PP 7HRFl+DFORM TECHNOLOGY W/ 1 1%2"'65n. PENETRATION WOOD SWNA REQUIRED: STRUCTURAL ADEQUACY -2%1/4 9.9. OF THREADED AREA TO ' DOSING WORD HEADER. 1' (SEE So WOOD HE DER. 15} OF E)OSiINC W0� SEAM 6L PMIIn TRUSS HEAD TO eE CF.RTIFlE[1 tTY SINE SCREWS REGISTERED ENGRFEER OR W/ 1 `4'-20 NU(5 ARCHITECT.. PRIOR TO EXISTWC MID00 TRUSSES OR O lzs O.C. SHUTTER INSTALLATION. 1/2' ��/� i/' �REQ f 9 I ice' O.C. IR - } ' 1/4'0 TAPCON OR � © TAPCON WITH ADVANCED i -- - - E)=KG;SOFFIT 3/4'-Nax.7FAC. .n .257" THRERDFORM TECHNOLOGY M". W/ 1 1/2' Mim PENETRATION OF THREADED AREA TO Q' •x41.11/8' CONT. PLUU. TUBE ALL01) W/ NAL EXM WG WOOD HEADER. 3.H493./4• a 6" O.C. I (6063-T6 - � (3)5/16'0 LAG SCREWS TO 1© (SEE SCHEDULE ON SHEEP IS) 1 Of Of 1 i 1 Of e.:i OF WMGHA RAFTER OR I MANIDTH OF EXPMG WOOD Dh571NG. PUN 2 x4' HEADER REQ'DMIN. _ ) { I OPEN HOLE AT EACH STUD TO ACCEPT W,OTIMEMBER./ 2 Win. NOMINAL PENETRATION OF THREADED GLASS SEPARATION TO GLASS 1 (SEE SCHEDULE ON SHEET 11) E �G 1 '-'-I 5/15a tAc SCREW A4FA VALID FOR INSTALLATIONS WITH AT CENTER OF TUBE. I �, A;S,p, �Ic1T LOK MI0 D LOAD QS HV WALL HEADER INSTALLATION lit �ttara+ I 10 QAB (S6 EXIS7INC YDL I Gr.w_-I to (SEE 9'-0' MAX. SPAN, THIS WSTN1ATIM IS ONLY VALID � ,amuc aE n Fat MmXYa I � ar QOR ® ♦JAM(DAW FOR WOOD W. MIN. DOUGIC OF AS Oouco. ` I �1UADESM&O HER 2 f� SOUTHERN PULE N4. T, 1 OR FLR OR ®♦ 1-SEE SHEET 4 fOR TYP1(!E. SH0TIER ASSF7a8LY 2 U C BE COM NE0 (U7 HV CEILING INSTALLATION OR U war ro�sTurONS (J V G STALLATION IE -� OR ®♦ MIN. 1 I I QA (s> s1 RATION 111 MW. SEPARATION To GLASS 7 (SEE -SCHEDULE ON SHEET' 11) RM 11(N "(DAD EXISTING � � I. Qi %Iax 10 FAR TOSEPCLASS �.I EDUL f(SEE SCHE E705FINGG�1 j I tTAnfsm ' ; ON SHEET .11) I I 2 1 I I I I �11CFIOR I t 8 I I 1 WALL i LOCATION EXISTING GLASS I ) 1 I 3�g I, t/4' O 7 318 0100/4' HEX. WASHER HEAD TEX i z"xs- MW. WOOE f�D. Uox. SCREWS a 12' ox (NOfC FINISH (NO FR11�D OR 2'a6' kUN. WORD ALLOWED), DECK REQtnRED (NO _ J „� nXISH ALLOWED}. 2" 1' _EDGE OF _ �- v OF DECK` EDGE OFF � DECK IF ^. _--� .EDGE IF APPLICABLE' ._ IF APPLICABLE ....-.---- 'T x3/4` 1/4'M21, '"'"— 1//4'0 TAPCON OR YAPGON WMI ADVANCED U'o' PHIWNE TRUSS HEAD ..YdN MACWNE SCREWS .- terJ-� 1/4'O 7/1PCON OR TAPCON WITH ADVANCED .. \ 2:x4' CONE TI{RF1iDF�LM TECILNOLOCY SILL PLATE 4 VI/'1 1/2' F16w PENEIitAAON W/ 1/4'-20 NUTS 0 12' O.C. 1/4.0 TAPCON. OR TAPCON WITH ADVANCED-THREADFORM 7HREADFORk( TECHNOLOGY W/ t 1J2' M'N. �µ _1 2' PAN. PERETRATION OF THREADED RFAb. OF THREADED AREA TO TECHNOLOGY W/ 1 1/Y MM. PEt{EIRARON OF THREADED AREA 70 EXISTING WOOD HEADER. (SEE EXISTING .WOOD HEADER. AREA TO EXOSTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) Q HV 'WALL SILL INSTALLATION ♦SEE UN A7gN5 OF tl5E FOR m,DEBi oN sF1�1T 19. OW HV FLOOR INSTALLATION (2 HV WALK —OVER INSTAL�TION FLORIDA BUILDING CODE(Non High Velocity. Hurricane Zone' A. Tfi'z � 2015' EA5EEFtN METAL SUPPLY. INC. =`P,,`t� 'i',' BERTHA VTM V iL ECG 1wc. A S A Accordion Shutter System ■ Kv eaDE #T w/ DR w/o (tv WINDOW IMAM American Shutter Systems DESLRWWN DATE DRAWN GY: NL TILUT TESTING' & ENGINEERING COMPANY Asaoclattonx Inc. 1 OLD 11-192 4/13/15 DAFT:" 4/13/15 Go= N71. 36VI Si. sm JOS. VRGM CNMW. nDRm 531 Phone : (3M)II71-1530 . Fax d (305)1171-1531 4268 Westroads Drive z DRAWING No s+S /''h'ONAL 3 o �a1 0T 0aol.com West Palm Beach, FL 33407 15-085 4 / E� 0" WALIM A. TIWTT'.9k. P.E. SHEET-1OF 20 A//Ill 1NL4 P.E. SEAL.�S'IU' IJRE/DATE F1A%D,% Ua. 1 44157 a I oasT¢1c u7uB L — �•t9=�•i9�•O•tri- END CONNECTION DETAIL END INSTALLATIONS n HV BLADE OR C 4 WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS I anw rr a Rot. w000 PTIR ow. "I cm PLY-O= DfiNM aGt55 1n' IW 45(W 1 Fw 90m�9N � ~~ 11 Im it/I1CmMa in• 1111-'t91t Q 9tII is Fat 0.Yn000. azuSQ!sg �461 b O.G ate tor_ SEE ®IR x FOR smE CONNammm 1wr.,6 END S,ONNECTION DETAIL u° am END CONNEOON DETAI! @ END CONNECTION DMILQ9 rri lL E C O gal.. * = TIU]T TESTING & ENGINEERING COMPANY • 6755 AMt ]6m. s1. sta 5U3. VlditXlN GFf91Qt`l. n1AFWA 37 Phone : {3t15)871 5�d ( 5)871-1531 r ���� ta EB—=5719 el WALTER A. MMr ..V. P.E. E/DATE naRM U. 1 44167 4 VIEW Y 1n'KK — IT1aa9. 1 •AtIAWNISPN4( _i j (aoas-*a.uaqulmen+F /1 ( SIOaI/2' Site V ,o w'aa4a •MlR 1'0.4 Qom1 ]OE 01 N\ END CONNECTION DETAIL Q� • 9caunm owr FM svus —7 —7: ,r-a• ♦ SEE U!d AMONS OF USE FOR BLADE LA ON SHEET 19 FLORIDA BUILDING CODE (Non Nigh Velocity Hurricane Zorie ■ ■ ■ ■ AS A American 'Shutter Systems Association, Inc. 4268 Westroads 04ve West Palm Beach, FL 33407 0.2015 EASTERN UETAL,SUPPLY, INC.- BERTHA HVTM Accordion Shutter System. H.V. MAX jet W/ CR W/O KV. -WN N IMADE UESGWPiIOM 1 L 1 OLD 11-192 /13/15 2 No M15-085 T 2 N �aE7D wx 5 WINDOWS a' ALLOWED.AT HY N WINDOW BtAOE®. N SEE END i CONNECTION OETA.S ON SHEE s l0& /s TYP. FULL NIGHT. i•N %'n'o ! l� P 1P I� I I DMNO GLASS- ELEVATION ---------------- W/ 2 OR S ANC � ®- W/O :( NOTE 4 ABOVE) UN. SEP7tLJW TO GLASS j � SCEDULE ON SLEET I FOR EEAOEQj --_._j O N TdS BEET FOR HfaEs(D Q TYPICAL (1-) HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE dA SHUTTER* N.T.S. ...-, TILLIT TESTING & ENGINEERING COMPANY $TATF 6= x1r. awn St. St.. M. VLRWM G Wa1Rs. nrnm133 IIF Pha : (305)871-1530 . Fa: '. (305W L-IWI -a. tiftwftot� RLUA .Ir_ saki za1c An.Tr ,tfhii.YL�G\` 1 1r 1- VAX. A.SO. OESIGM PRESSURE RA1Vik f 110. - 110 Par.. 2. ►AX. SHUTTER SPAN: 06' 3. ALLOWED MOUNTINGS: A D, G & H ON Vats k 7. AS WELL AS ► OUNiOJGS U. O. T. U & W ON SHEETS 16 & 17. ONLY CEHtERlN1E5.2 (80TH W/ OR Y ARE ALLOWED WtIH 2t E&MAR R7 A OR lWal G IA UL IN CASE OF NO MMUST BE IK:UMM ONLY AT DMICR ACCESS. SIDE OF & W Hv WINDOW BLADE g SHALL ONLY ALLOW A MAGMW OF .5 OPEN= (3'0 'HO(FS) FOR;®.PEH BLADE AT SPACINGS SHOWN ON SHEET A. (B) ION. CIFIIWNCE FRO!(,iOP OR BOTTOM -EDGE OF W WINDOW MADEQ OF ANY 2 HOLE FOR SFWL DE 12. (C)ND IR ML@ BLADE CQMWG OUT FROM STARTERS AT ENDS WAY BE HY (q CE)tjERMAIO 51lAL.l ALWAYS BE INSTALLED. ADJACENT TO A SOLID W BLADE AT ERHLA SIDE OF ROL (F) POLYCARBONASE EN WINDOW ® STLALL BE NsriYLm so nw TABS FACE THE INTERIOR OF THE OPENING BEING PROTECTED. FN WINDOW NH MUST BE ONLY INSTALUD AND LOCKED USING A HW SrTTNG TOOL PROVIDED BY ASSA. INC. 6. ME ANCHOR.SPACING SCHEDULE FOR MMLATIONSANTO WOOD FRAME BUILDINGS ON SHEET 15. AS INVITED BY SPAN AND DESIGN I= (SEE.NOiES 1 & 2 ABOVE). 7. SEE ANCHOR SPACING SCHEDULE FOR NSFALLALONS,WO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12 & 13 AS LI4TED BY SPAN AND DESIGN LOAD (SEE NOTES 1 & 2 ABOVE)_ & LCRUUM SEPARATION TO CLASS SCHEDULE. PER AMU E-1SH: WIND ZONE UNWUM SEPARAILON TD GLASS 1 THRU 3 1. 4 6ar A.S.S.A. American Shutter Systems Association. Inc. 4268 Westioeds Drive West Palm Beach, FL. 33407 0 2015 EWTERi WTETAL SUPPLY. INC. Accordion Shutter System. MME #1' W/ OR W/o RV. WHOA RXE AWING: No 15-085 V WM, 0-6 s'k 1 i//a', o.oas- T10CK M653,GRME 40. Lfin. -60.CALY. STEEI. LIETAL STUDS AT 16' O.C. . of DIOSIING INSTALLATIONS W/ J) HV BLADE & HV CENTERMATES INTO METAL STUD WALLS 0 O 6' oA. 0 6' O.C. r. —. ;._ - iT A APNPLICABLLEE '39 "O H EON. SEPARATION- T0 Mass' _ (SEESCHEDULE) 3 H a c 0 1SMM TRACK hall LBn.I PliCANG BLLEE _L—L 653 cRADE� R G-G04 i AS i i ' ' ZED FASTETNaL TO STUDS 1 /6x JtK SCRM ON ' 43C 43a CONDITIONSOF USE FOR A BLADE ACCORDION SYMM INSTALLATION TO METAL STUD WALLS 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) 2. MAX. SHUTTER SPAN: 64' 3. ALLOWED MOUNTING: MS ON THIS SHEET. 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED WRH 21 ARRANGED A METRICAL LAYOUT. USE 0 (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT IOR OR INTERIOR ACCESS SIDE OF CENTERMATE. a& t7Goaat FACE i tl V o.C. 0 6' O.C, n BLADE SLACK DETAIL HVF IS ALSO VALID FOR w --- " 1/2' 72 CENiERMATE 21 APPLICATION WITH BLADE 10 o 43b s. 1 1/2'x 0,035' 1N6CK ® 6' D.C. CAM Ili, AMU A-653 GRADE 40 .•:_;a'; �,.:. L6a G-Go CAS ML - - -I MS WALL HEADER/SILL INSTALLATION LWIAL STUDS, AT 16' O.C. 'C- •- _ -. — — _ _ _ ZEXiSTINC CLASS u + _ _ .. ''T.:s .:. ".•': 43a 43b 43c 1 ; ; SYMMETRYCALIV!: ' CENTERMATESW/W/! c rvroln0 ArIAITCDInD Arrcec clot:, �i I 2.000' Max. f- �; p�A63- x Z j f4"o NOMINAL ALUMINUM SLEEVE 6063-T5 ALLOY SEPARATION TO GLASS SCHEDULE M. WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1' 4 4. EXISTING FINISH AS APPLICABLE (7YP. TOP &�B/OLmm)� a r OLENGM + 1' /rO-20x3" BOLT MUST PENETRATE I. 5.373' �= o '�D- 050' m n.l-- � —j N 1/4"0-20 THREADS 1/4"O ELCO CONSTRUCTION PRODU95 FAB—LOK HD COMPONENTS SCALE: 3/8'p 1' 6 1/4'x 0.035' iHiCiC Lon. LY. S1EEL TRACT( CHANNEL. 653 CRADE 40 L6n. C-60 3T FASTENED M STUDS I&/E WWR FACE ON . 2�*..t .2't LOCAT 21 �� �� i HV HEADER/SILL ENDS VIEW Y 4 � 2 3 (6- Min.) 24 SIDE CONNECTTDN TO TRACK 3 1/4' tTYD•) T/2' (Tfw 7' 7'— 6. tla' MAX. STACK (Cont.) BLADE SLACK. DETAIL HVF li1CA HY� HYQ FLORA BUILDING CODE (Non Nigh Velocity Hurricane. Zone EwMRN-MEr& SUPP LY, PLY, INC. "LLtiIITINh,,, BERTHA HVTM A■S.S■A■ KVAB Accordion ohRV. WN�aSystem. j 1- = American Shutter Systems oTscT6P1aN. DATE DRAWN Of. TLL TILUT TESTING & ENGINEERING COMPANY . . �. �. ate. . rLaLa•. u1 Association. Inc. i � OLD 11-192 4/13115 OATS: 4/T3/t5: STA F4xxro ; (3D�871-1530. Fm : (305}971-1531 4268,Westroods Drive a DRAWING No �L o-mm� tnecoaoacam West Palm Beach, FL 33407 a ' _08� ;wit`'• cD((IaP �� E8-0006T19 - �i �S '•.......•• G\\\�\ WAIM A. TILLO &. P.E 4 , �'/ N \ FLOROA Uc. @ 4416% s SHEET P.E. 9c'Ai , Q�bh'�/DATE 6 20 OF. 28