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HomeMy WebLinkAboutProduct Approval License#CGC1519801 ESM M 4047 Okeechobee Blvd,Ste 106, West Palm Beach,FL33409 Phone(561)229-0048 **53MART www.StonnSmadSE.com of Southeast Florida E Property_Information Buildip&Information Owner: William&Alma Bennet Wind Zone: 160 MPH. Address: 6138 Alexandria Cir Exposure Category: C Fort Pierce,FL 34982 Minimum Building Dimension: 5 ft. Mean Roof Height: 15 ft. Risk Category: II Design Pressure Calculations Opening Location Device Device r— Device Pressure PositiveMax Negative Zone Width(in) Height(in) IL EPressure(psf)Number 1 Ievation(ft) 2 Int 37 64 7 32.4 -35.2 3 End 74 64 7 30.9 4 Int 53 57 7 31.9 -34.7 5 Int 27 39 7 33.5 -36.3 6 Int 27 51 7 33.5 6.3 7 End 27 51 i 7 33.5 8 Int 111 56 7 30.3 -33.1 9 Int 53 39 7 32.7 -35.5 Prepared in accordance svidt:ASCE 7-10,Chapter 30.Wind Loads-Components and Cladding.6th Edition(2017)Florida Balding Code. Page 1 of I 6eNNET GENERAL. NOTES; 1. BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION OOCLLMENT(P.E..Pj HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE VATH THE 2017(SEA EDITION) --- '- CF THE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM MAY BE INSTALLCO AT'HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS$HALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE.FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WALL TABLE OF CONTENTS 8E I%TALCEO WITH A OIRECTONALtiY FACTOR Kd�0.B5,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, t9&20. AREA 1: HV BLADES{7& IN ORDER TO VERIFY THE ABOVE CONDITION ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO AS.O.DESIGN WIND LOADS BY MULTIPLYING THEM BY MS IN ORDER TO COMPARE THESE W/MAX:(AS.b)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. GENERAL NOTES SHEET t SYSTEM COMPONENTS 1-2D SHEET 2 H.ORDER DI NVERIFYSHUTTER THAT ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVERSTRESSED,A 33 R INCREASE IN ALLOWABLE LOACS FOR VINO LOADS WAS lfDT_ USED IN THEIR ANALYSIS. BERTHA SYSTEM COMPONENTS 21-37 SHEET 3 R.V,ACCORDION SHUTTER SYSTEIM'S ADEQUACY FOR YATTD AND LARGE REPORTS: MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER ATL TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 -HV BLADE of 10214,01-03,#0715.01-03,#1004.01-WL;!1214.0/-05,#0317.02-06.(:0609.01-10 AND$0210.01-11 AS PER TAS 201,TAS 202 AND TAS 203 PROTOCOLS &#1220.01-10 AS PER TAS 201,TAS 202&TAS 203 PROTOCOLS LARGE MISSILE. AREA 2' W BLADE n AND W WINDOW BLADE 6A -HV WINDOW BLADE @ 10505.01-08 AS TAS 201,202&203 PROTOCOLS AND 0725.01-08 AS PER TAS 202 PROTOCOL WHERE APPLICABLE} 2. HV BLADE AND HV WINDOW BLADE © ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL IMITATIONS AND CONDITIONS OF USE INDICATED N TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 SHEET I9. INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 INSTAWTION DETAILS G-M,CONCREIEfBLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS(HV SCREWS),U$ED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE# 14X2.75 AND 1 I4Xt.75 RESPECTIVELY.410-HT MINIMUM CNSTAL ATIO DETAILS HV SHEET 8 ACPROVED COATING APPLICATORS,RRIES STAINLESS STEEL SCREWS EGISTERED SIERED%WIN NMEBICAN SHUTTER 135O kSi YIELD STRENGTH AND 1SYSTEMS ASD kbi SSOCN110N.PINS MUST BEAR THE 1N MARKING ENGTH.PINS SHALL BE ONRIHEI HEAD.HV THAOSHIELD COATING SYSTEM AS MANUFACTURED BY CENTERMATE ALTERNATING DETAILS HV SHEET 9 4,ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENCTN FOR 6063-TE ALLOY IS 31.7 ksi AND 35.7 ksi END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 FOR 6005-T5 ALLOY. MAXIMUM SPAN TABLES SHEET 11 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi"IN.YIELD STRENGTH AND 90 ted MIN.TENSILE ANCHOR SCHEDULE- CONCRETE SHEET 12 STRENGTH AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE-CCNCRtTE SHEET 13 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR AISi 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENCTH. ANCHOR SCHEDULE- CONCRETE SHEET 14 ANCHOR SCHEDULE-CONCRETE BLOCK SHEET 14A 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE 0:12,13,14,14A,15 AND 20 ANCHOR SCHEDULE-WOOD SHEET 15 ry NV BLADE 10 WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS M-R.WOOD SHEET 16 INSTALLATION DETAILS S-X'WOOD SHEET 17 S.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM.BEARS A U.S.PATENT 16'779,582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT 15'458,179 ISSUED TO ENO CONNECTION DETAILS 7-12&X.WOOD SHEET/6 EASTERN METAL SUPPLY.INC. 9.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE SIRUCTIRC WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO /� SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN.THRU FASTENING 114 CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. AREA 3' HV WINDOW BLADE 1%ONLY 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE'DUR04C PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTTERS.MUST PROPERLY CLOSE ALL HV AND NO CENTERMATES AND ENGAGE OR LOCK ALL HV AND NO LOCKS. TYPICAL SHUTTER ELEVATION SHEET 19 I1. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE.ONE LABEL SPALL BE PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709,9.2 OF THE FLORIDA BUILDING CODE, AREA 4: W WINDOW BLADE(.1�ONLY 12,BERTHA N.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY 6LhLDV`G AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED 70. INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 13,(o)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (6)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.E.D.,PROVIDED HC/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (e)THIS P.E.D.WILL RE CONSIDERED INVALID IF ALTERED BY ANY MEANS. 'THIS DRAWING SHALL ONLY BE USED TD OBTAIN PERMITS IN THE STATE OF FLORIDA {d)SITE SPECIFIC PROJECTS SHALL DE PREPARED BY. FLORIDA REGISTERED ENGINEER ACO OR SADELARCHITECT WHICH PALL BECOME THE ENGINEER OF RECORD USMIT.)FOR THE PROJECT AND WHO WILL DE 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 Su81AR TO THIS LATTER THE 511£SPECIFIC DRAWINGS FOR RENEW. (e)ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT, 1r 11'!17/!ii//✓j��� A. ��"= FLORIDA BUILDING CODE (High Velocity Hurricane Zone tl ` c "' v 0 2017 EASTERN METAL SUPPLY,INC. BERTHA• W, IMMEM O T N C. A.s,S,A, Accordion Shutter System t% xY.BLADE#1 W/OR W/O FLK w(NDoW MAX TILLIT TESTING & ENGINEERING COMPANY American Shutter Sy94BT3 RLV.RA OESe U'llDN DATE DRAWN BY. 14,L SII p, �Wl'`W ANIS Ike.1Mh.St.,Si--MS.-9GS-Awains.F=oA 33I Association. Inc. i Ito 1a-a8O aja2Ft DATE: ed/ouir %tzD , Ph..:(305)87t-1530.Fa.:(305)871-1531 4268 West Roods Drivo 2 1� C1 a-moo:BRee4000l.mm West Palm Beach,FL 37407 3 DRAWING No /#NAL WALT EB-R A. 671Uff 9 Phone:P.C. Phone:(800)432-2204 . Fax: (561)209-8380 4 17-122 P.E.`SEAL/SIGNATURE/DATE FLOR.OA Us.#44t67 5 SHEET 5 0 20 • 131 MR WINDOW PLOE VARIES C —1 ALOL, i .9' '}® 4.3716 4. .305" 4,857' i i 1.999' In 7-1 s I ':5'HV 20'/ 69- STARTER (T)HY SOUP BLADE ii)iHV UNIVERSAL FLOATE k�. QUALIFIED FOR USE %V/ J COVERi'U'UNDER US PATENT # 5458179 QUALIFIED FOR USE Yll 14V BLADE(D !,'��,HV DIRECT MOUNT HV BLADE (Q) HV WINDOW SLADEs 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE Vl/ HV 6063-76 ALLOY AND TEMPER EILADEN) 1'71� -SEE LIMITATIONS OF USE OF BLADE e ON SHEET 19 6063-T6 ALLOY Ai4b TEMPER 6063-T6 ALLOY AND TEMPER • I 2.6707 3..556- .6701.00- li '1570' 2,226' 72 4436' 25z., a.a7x` ii!---------------- 11 DOW (,Z)HV A ADAPTER WJUP -,920 3.226* 1 ...... ........... OUALIF(Eo FOR USE W/ HV i�:S,;HV WALK-OVER TRACK BLADE�Cl' QUALIFIED FOR USE W/ HV HV TRENCH TRACK %'255' (�)'JJV AN—FLOOR-JR-ACK 6063-T6 ALLOY AND TEMPER BLADE(T) QUALIFIED FOR USE V11 HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AAD TEMPER BLADE ID ONLY. i Tb BLADEg 6063-T6 ALLOY AND TEMPER QUALIFIED FOR UAE %V/HV 6063-T6 ALLOY TEMPER 'I VARIES 1.936" SLADEM VARIES 1.936- 6063-T6 ALLOY ASD TEMPER ,033• ­�-083* Be .093" .093*Vii , H .100 2 D., 4. .060. f 1670' -p q-9-3* IL .093• 050, 670 aj I S20" 3520. i12 HY IMEWU (—1 HD CEILING HEAOER4SIL (i f) HV CEILING HEADER QUALIF-IED FOR USE Yl HV BLADEO)ONLY 6-4',, H0 WALL HEADER/SILL OLWILIFIED FOR USE Wl HV BLADE(f)ONLY. 6063-76 ALS AND TEMPER_ QUALIFIED FOR USE %7/HV 8 LA D E 1� QUALIFIED FOR USE 'IF 14V SEE SECTIONS FOR VALIDITY:- SEE SECTIONS FOR VALIDITY, 6063-TE ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE! ONLY. 6063-T6 ALLOY AND TEMPER F- COMPONENT A a Ti T2 2 2' 15*MAU 1/8' 1/8- 0 192-10 192' 2. 5'MAX.� x B (1-6, SIDE ANGLE 2.5- i7-MAXJiO.190*•j-10- '20' CORNER POS QUALIFIED FOR USE W/ HV ALUMINUM ANGLES 5�1 i I TS BLADE 10 QUALIFIED FOK USE W/ HV QUALIFIED FOR USE W1 HV 6063-T6 ALLOY AND TEMPER BLADE I-1�ONLY. 2- 5'VAX.1 0.139'1!0.131" BLADE(D 6063-T6 ALLOY AND TEMPER 6063-TS ALLOY AND TEMPER L—i FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 0 2017 EASTERN METAL SUPPLY,INC. BERTHA HVTM kUN8 Accordion Shutter System 171--rE'c--o--,-.-.-\ A.S.S.A. KV.81"#1 W OR W/b H.V.VANDW BLADE 4 7, American Shutter Systems Rev.". Or CROITION I BATE I BRAWN Aft TILUT TESTING & ENGINEERING COMPANY I OLD 15-CRIO 0310211 DATE: Association, Inc. i}F6353 N.W.36th.St..SW.303.MROM"Ktrni.MOREA 33161 'Ct 1-1530.F..;(305)371-1531 4269 West Roads On- 2 Ph... (305)87 West PoIrn Beech,FL 33407 3 DRAWING No a-moa:Wbit-fleal.— 09-8380 EU-0005719 Phone: (600)432-2204 Few: (561)2 17-122 ............. WALTER A.TIL Jr.P.C. A ATE "Yj It FLORIDA Uc.1 44187 1 SHEET -RE G Re/DATE 1 2 OF 20 4.660 1 .745" 2.23: 1/4"-20 ­CIE CAST 4 READS) i HOU WG ENAMEL 1/ 20 Hrg 22,3' 145; EM)ED :OIE CAST F-1 11 10,0 0 ('a Vi `7 I C.—g.?ra, I-P 7 I I- - - _ORAn CYUMDO, .4 &KEYS(CHROME (CHROME PLATO) HV CENTERMATE PLATO) HV LOCK V EGRESS LOCK 3,023' ED FOR USE W/ HV SLADE Cl (fA-.ONLY 6063-TS ALLOY AND TEMPER '&lED FOR USE W1 HV BLADE I I& IAl ONLY E W/ HV 6OR USE W/HV - QUA QUALIFIED FOR USE QUA IE QUALIFIED I D UF D 8 1@ ONLY. BLADE ONLY. 6063-76 ALLOY AND TEMPER d'3) H CORNER CENTERMAJE BLADE• 1 8, LA)E T, OTALIFTED FOR USE W/HV BLADE{1l ONLY 250,O.D. *0 �518- tele 6063-T6 ALLOY AND TEMPER SCREW 1.753' X; • w 2.079' • Lr3SO'AFTER RIVETING .I IBEFORE RIVETING .0- ug I 1/4"0_-20 x 3/4" r, -20 RIVNUT* r S.5, 1HUMBSCREW 1/4"0 SERIES 9444 ALUMINUM 12024-T3 ALLOY)LARGE FLANCE THIN SHEET PARSERY,PART 1 0820,AS MM UFACTURED BY AVOLL CHERRY TEXTORM.PARSIPPENV.NEW JERSEY 07034 OR EQUAL. PLAN 8 HV "T- LOCK CEN E HV ALTERNATIVE LOCK -C - MALE C7) LOCKER FOR -T IATE QUALIFIED FOR USE Hy BLApERior4L ag, HY FEMALETo LOCK CEN_ERMATE Hy "T" LOCK 6063_T6 ALLOY AND FOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ QUALIFIED FOR USE IN/ MV BLADE(I iONLY QUALIFIED HV SLADE 01ONLY SLADE Cl,�ONLY. 6063-T6 ALLOY AND TEMPER 6063-76 ALLOY AND TEMPER` V!/HV BLAD0:1)ONLY. 1.917 1.917; 55' 0 3.161 .063• r ar62 -A rf 1 .432 L KEYS YL94MR OR .063 L W 214' 62' EY CYLINDER .214- IV 0A75-Min. 23 M 0 HI) CENTERM E W/ 'LOCKING ROD HI) CENTERMATE Wj NO LOCKING RO405 m� 16, QUALIFIED FOR USE W/ HV BLADE(D& QUALIFIED FOR USE W/ HV BLADE(_11&(Lk, 6063_T6 ALLOY AND TEMPER >aJHD CENTERMATE'S INSERT a'; _g_aqm .8, 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ W BLADE,1)&QA 6063-TS ALLOY AND TEMPER - C' "I AL J. t7/2* ER RN (SEE DETAILS) 7 go I I OR KEY IVVVJ CYLINDER 1 1.57 Min.: Ll LOCKING ROD L, HO LOCK QUALIFIED FOR USE W/ HV BLADE 01. 1: 3/8"0 _ACETAL 37 HV IX 0-20 AIS) .304 BY RECENT K4ROWARE MORTISE-L9CHP,SERICS 2333,.HOOH..SOLT LOCK ''SERIES SS,,_j, - 6063-TS ALLOY AND TEMPER THUMBSCREWS ,, /BSCREWS QUALIFIED FOR USE W/ HV SLADE':I,)&tfA� ,L 35 INSTALLATION WILL REQUIRE A, 7/16' HOLE QUAL ED FOR U55 YI/ HV BLADE QUALIFIED FOR USE HV BLADE DVILLED AT TRACKS FOR PROPER EMBEDMENT o"I'll FLORIDA BUILDING CODE (High Velocity Hurricane Zone) I". 0 2017 EASTERN METAL suppLy.tNr. BERTHA HVTm i L E c o Accordion Shutter System A.S.S.A. H.V. RAM#1 W/OR W10 KV.WINDOW BLAX frA $1,3 30.Y'Ra"flA MADE.S.F Americon Shutter Systems MLAIP1108 DATE DRAWN BY UL TILLIT TESTING & ENGINEERING COMPANY Associatlon, Inc. "a 15-0110 M/02/17 mm 08/02/17 ]OS 971-t5]I 4266 West Roads Drive IV 1%V at Pal. Beach, FL 33407 k UR W L" 071-1530 DRAWING No • &o/0.......... 06 it ES-0006719 Phom(600)432-2204 F= (561)209-83BO 17-122 ivN WALTER A.TTLUl Jt P.E. P'E.,.S*� MeLTESHEET FLORIDA Va.111 44167 a 1 3 or 20 SHUTTER ASSEMBLY SCHEUGUE-7FOR 3/8-0 1-- HV (3), HV CA H12 TO M ,CLEAR, CE SLADE( —D HV BLADE I i EDGE TOP 41A) W 25 .0625" f BLADE 1A WINDOW BLADE .06�25- .06 BLAQE'S 'o OPEN HV LONG RECESSED NYLON BUSHING W14UCKLE '4_4 (TMP) 0.092A HV SHORT RECESSED NYLON BUSHING r:FL4T PORTION HV NYLON HAT WASHER OR L W WHEEL CARRIAGE AISI 302-303 SERIES L 0.870"x3/16"THICK NYLON WHEEL. W�FN'DOW 2 7/8-MIN.! 0.188'0 AISI 302 SERIES S.S. RIVETS 5 CLEAR I r EPARATION I E j BEnVEEN IZ i 4 '—j BLADE I •0628"Jir b7.7500' HV 1 3/4" ACCORDION PIN VI/ #8 HEAD is EXTERIOR :L 5 OPENIUCS 1 3/" ON CENTERS .7500' -N CE W 2 3/4" ACCORDION PIN %V/ #8 HEAD 475- 2 1/4' t . C. ETW POLYCARBONATE IMPACT RESISTANT HV WINDOW IBEEN,TYPICAL HV WINQQW BLADE AND 1POLYCARBONATE HV WINDOW DETAIL (L-)OR or NTS) POLYCARBONATE IMPACT RESISTANT HV N W ftjEUEorc FOR ED BAYER MAKROLON 3103 POLYCARBONATE M1N. RESINS, UV-STABILIZED GRADE OR SABIC My PIN PEOUIREMENTS AT EXTERIOR BLADE KNUCKLE FORxTO BLADE BOTTOM INNOVATIVE PLASTIC LEXAN 103 RESIN I rli I Hvo)w v (1,OR (SEE NOTE 7- ON SHEET 19). 0%;E (1) HV PIN SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W1 HV0 OR EXTERIOR POLYCARBONATE SOURCES FOR(a HV(D BLADE. wn"a AMIT 4.111CAL SHUTTER ASSEMBLY• TnIM F"I'DIM s. HV PIN(g)OR AT F T R (2) HV PIN (D MAY BE USED IN LIEU OF AND ONLY AT EXT RIOR BLADE'S KNUCKLE EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV I 0 E NOTE FOR smcm GRAM am 0.3'.' av�ftp, BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. PJlYSW @14 1grr REQUIRE TINsIX T=SMMTH AM we 9.CX1 p-.1 9,500 rUMI04,511104"AT Y LD AST.Ono 12.50.0. I3.a10 (3) HV PIN @ OR (D W/ 1/2" O.D. 1/16" THICK S.S. WASHER 0 1 1! SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, T SHEET !h NoTcKV)Izoo D= III n-.01. 17 WHEEL CARRIAGE DETAIL m1dr WC"DEN AM MW 47.2 V. 6.3 1 Asw xxoftcx�' AST.0192 19.T gas T ..REMBLY LAYOUT WE Of.,1410 "IM W33 C-j CIASS C-1 lUS$ ASTU 0155 TVZLE S[11001 ArIM WGTleRiNa ASilt M 9202"l $340 ar, TVIS`U WsEss BMW-Ummn AM 635 .01 P'.1. as..p8i. ,T) HV BLADE SOLID &- 1-A HV WINDOW BLADE DETAILS N.T.S. FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 0 2017 EASTERN METAL SUPPLY,INC. BERTHA HVTV, 11LIE C Accordion Shutter System 0 IN A.-S.S.Aff V. MAX#1 W/OR W/o H.V.www BLADE American Shutter Systems a DATE I DRAWN 8Y: M.L. 'a TILLIT TESTING ENGINEERING COMPANY UP,IM Association, Inc. DALE: CO/02/17 35.. 30!.MRGINA GkRov's.Flogo.3316 h..z(305)871-1530.FaX:(305)871-1531 4268 West Roads Driva 2 --0 — ;1 a.. West Palm Beach, FL 33407 3 DRAWING No $ 1. ...10NALt�' sa " E.-OD35719 Phone: (B00)<32-2204 . Fox: (967)208-8380 8WALTER A.TILLfr Jr-P.E. 17-122 FLORIDA tic.f 44�167 SHEET 4 OF 20 �3u=33w *NOTES ON HV LOCKS AND COTERMATES: 32. 3 m �;a�3;w;(gwDIwZb`w T MANDATORY CONDITION 11:ONE HV LOCK(24 or C5t SHALL BE USED AT t/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR Rq4 1 2 OF SHUTTER SPAN FOR SPANS UP TO 105 AND FOR INSTALLATIONS T ANY s r u j Il§'"L• y g �13 ELEVATION, HV LOCK(24 or 2.3 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO 211 OR CENT£RMAT£S Wj{2) 1j4"0-20 x 1/2-LONG FUST HEAD S.S.M,S.LOCATION OF LOCK SHALL BE AS INDICATED R �,� I TYPICAL SHUTTER ELEVATION. I f I I 2. r Fi00R/C IN- iyq(AI I ATiONC TWO HV LOCKS 4 OR 51 OR ONE HV LOCK 2g OR 12 W TWO 05 m:�w t g LOCKING RODS 33 AT TOP & BOTTOM SHALL BE SE�D„+F�R ANY SPAN AND INS7 ALLATIO AT ANY ELEVATION. 1 w600� i HV LOCK @ OR @ SHALL BE ATTACHED TO 01 OR CENTERMATES Wj SAME SPECIFICATIONS AS PER MANDATORY CONDITION #1. LOCATION OF LOCKjjLOCKS AS APPLICABLE SHALL BE AS INDICATED ON TYPICAL - � '� moo_ SHUTTER ELEVATION, MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE #3 ON SHEET 12.f I 613-110 1 i '�' 3.OpNONAL CONDMON it, IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV I x A_ 1111— I LOCKS 2} OR G+8 MAY BE USED AS AN INSIDE R OUTSIDE LOCK, CONNECTION OF-LOCKS TO CENTERMATES sZt 2�oR0aR261oR30+oa OR E2 SHALT BE AS INDICATED ON NOTE(i)ABOVE. LOCATION OF LOCKS SHALL,BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 7 4.OPTIONAL CONDITION 02 NAUD ONLY WHEN MA(QATORY CONDITION 01 OR LIMITED MANDATORY CONDITION 2 IS USED W/'TWO H.V. LOCKS): LOCKING RODS(35 ARE NOT REQUIRED AT_HURRICANE POSITION, BUT MAY B V jl pgy ---I o BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS 05 OR AN ALTERNATIVE DEVICE It MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). € E xoe�xv� Via; o I" f S 5. MANDATORY CONDITION Y2:ONE Mt LOCK'12,g9('�5'SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION, HV LOCK 122 or I SHAD.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 as 1 I � GHSXA"4 I I da AT TOP& BO OM SHALL BE USED.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER£LLVATION.- s _ MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. �f ga � � ..1�o_o-x_vD i dam` 6, FINST ALTERNATE TO M NDAMRY CONDITION 11 VALID ONLY FOR W LOCK-.T6�'(j SY4METRICdL(`ENlEAMma fi '�/" `�" Q$? ONE ALTERNATE HV LOCK 26 MAY BE USED IN LIEU OF HV LOCK Q4+or QS FOR ANY SPAN ANO t S Etta i 'IN AT AT ANY ELEVATION.ALTERNATE LOCK CB MAY BE USED AS AN-INSIDE OR OUTSIDE LOCK.ATTACHMENT v a1 �� OF 1/4=0-20x3/4'S.S.THUMBSCREW TO 2�:OR M2 CENTERMATES SHA1L BE MADE W/ 1/4'0-2(1x3/4"ALUM. t i i RVNUr AS SHOWN ON SECTION WE.SHEET S.ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO j LOCKS AT 1/3 OF SHUTTER SPAN. Lr! I 7. MANDATORY CONDITION 83..FOR.KEYSTONE MOUNTING INSTA1LLATIONS. ONE HV LOCK 24 or 25 or 2-6 SHALL BE SEE END-=? it 7 USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUR7ER SPAN FOR SPANS UP CONNECTION t. ( TO 96=,AND FOR INSTALLATIONS AT ANY ELEVATION• HV LOCK f4 or 2S or @ MAY BE USED AS AN INSIDE OR SHEETS ON o F E N 1 J K L K 1 P B n v w x OUTSIDE LOCK,ATTACHED TO @-or 22 SYMMETRICAL CENTERAfAr Ytj(2}1/4'-20 x if2'LONG FIAT HEAD S.S. 18 HEIGHT FULL& H �'-�35' I l M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 5S VI/136 } OF CORNER OR @ TOP AND BOTTOM IS COMPLETELY MANDATORY. CENTERMATE *NOTES ON HV T LOCKS AND CENTERMATES: T;2i-j416RC}«iy,-C81 10�«ti 31w I. I 29_.:ONE ALTERNATE HV'F'LOCK ASO MAY BE INSTALLED IN LIEU OF HV LOCKS OR 25 FOR ANY SPAN AND (1 °"n11«;i 3iw417)« p lNSFALLAT ON AT ANY ELEVATION.ALTERNATE LOCK S`O jRAY BE USED AS AN INSIDE OR QUISIDE LOCK.ATTACHMENT (6)«(71«f177 oq I«�]«7 B TR OF LOCK 3_O INCLUDES USINC REINFOR��CI^NG LOCKEF('Q�,AS SH0WN ON SECTION HVG, SHEET e,WHICH MUST Be J ✓ Y Y NGNEUr ORTWj 7J4 qA 28xf'S.S.td.S. I OjA11j4'0x 5/e�RNNNUT.o 0CK— Op MAYTHREADED NSTALLED AT MIDSPANx OR 12" R)nq-18j�ii13`«g}6R gj«Q7i6R tBj=L$1m,1i 91=n3;6x(i 4�= `6R(9'a6Ri12=5 *NOTES ON HD LOCKS & CENTERMATES: - ONE ALTERNATE HD LACK(4 MAYBE USED IN LEil OF TYPICAL (1) HV BLADE SHUTTER ELEVATION FIV COCXSQ TOR 25'FOR ANY SPAN AND NSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK 04 MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF H0 LOCKX34:TO 0�_3!�IS W/3 06 x 3/8'F.H.S.&M.S.,AND INCLUDES REINFORCEMENT 1NSERr 6S AS SHOWN ON SECTIONS HOB-Wtr AND rfuC-HVC,SHEET 10,LOCK MAY BE INSTALLED AT MIOSPAN OR 12'MAKIIJUId BELOW OR ABOVE MIDSPAN.USE OF LOCKWG RODS 38 IS COMPLETELY OPTIONAL 1}'1trt2r�6 r;Y�} FLORIDA BUILDING CODE (High Velocity Hurricane one `•/r±, 0 2017 EASTERN METAL SUPPLY,INC. �uCTvs�...��, YBERTHA HVTM Accordion Shutter SystemstemT707E�_o ,,, A■S= ■ < RV BLADE#1 w/OR W/O KV.WNDOW BLADE American Shutter Systems REV,xti DESCRIPTION DATE ORAw BY. M.L ' '•, Al QF TILLIT TESTING & ENGINEERING COMPANY • /. A 6.,N.w.SRIM SL,Etc,363.NR6Rii 6M60l5,FLORIDA 3318 Association, Inc. f OTD 16-080 jot/n DATE; OD/03/f7 j t. 11 Phone:(306)671-1630,F6.:(305)871-7531 4268 West Roods Orive i . Is 6-w66:tiltec60om.c6w West Palm Beach,FL 33407 3DR-AfWING No =j��JAI CTl�j\4''tUiEe-OW6714 Phone: (1300)432-2204 . Fox: (561)209-8380 4 WALTER ATI LUT Jr.P.E. P.E.SEAIp'5I6NATUHE/DATE FLORIDA Uc.1 44167 6 SHEET s 5 OF 20 POURED CONCRETE POURED OR CONCRETE BLOCII/ POURED- CONCRETE REQUIRED -1/4'0-20.3/4'S.S. CONCRETE�\ REQUIRED CONCRETE ANCNCRS ,_--__- CONCRETE ANCHORS MACHINE SCREWS REQUIR _ _ !(SEE SCHEDULE ON -(SEE SCHEDULES ON W1 1/4'-20 -� CONCRETE ANCHORS SHEET 13) SHEETS 13 6R 14A) 1 NITS 0 12'O.C. (SEE SCHEDULE ON SHEET 13) r� %' r-- - - ___ {12 oR;y 4 t s0 -E4 1ucnOce scar S.S. j MM. 18 i --__ t-EO•' EO { I { )- __ _ / IUSINO I/s-2o Nuts , 19 T i- I �' R 1/2• ` - I o 12'O.C. I 2- E.�D.• / 1 i( II .z5o"Mn.. I ------ ---! I h t3 aR 15 i ----------�.-{ f (` 13 OR 15 E.D. I S t-L L r` ' Mso .I R E.'D. r. 1.10. = III i 290' � t i' E.D• , I E.D.• ,I , OPTION% OPTIONAL i },1tt IAN.SEPARAMON [it. HW.3O ' TO GLASS(SEE ttt"' � -ti EDR eI�ECt' i ---4:DOR tY AI TO cUUL -EOR ♦ (SEE SCHEDULE ON I � EXISTING 'SHEET 19 MIN.SEPARATtON 'i• 7 �5-., SHEET 7I} BlA0Ls.1)& : TO GLASS -li CUSS--•i (SEE SCHEDULE ON-- ;! ` EXISTING SHEET 11) ' CLASS-= (A? HV WALL. HEADER INSTp1LLABON WALL HEADER INSTALLATION B't HV WALL HEADER INSTALIATtON EXISTING X GLASS EXGV SS GLAaS-j W.0 SEPARATION , I I, MIN.SEPIRATION {{yy 1 TO GLASS(SEE ! , 1)OR (1J'♦ R --TL� EXISTING TO GLASS Iji S `SCRMULE T 1 G1A55"'-f`---'•-(SEE SCHEDULE 011 tIW!!!1 '1 11 EOR BLADE(RAND:,q - UN.SEPARATION I SHEET 11) i "i TS GtASS DUL ON St S' t5 OR ,�Si1 } (SEE SCHEDULE ON` I .•-`OPTIONAL BlPDES;_'1&J R SHEET 11) ( E.D.• 'I lil 1/4'� E.B. OPTIONAL III' III' E.D.'•• Ili i1I ry i�l j" { I =4, L vry `___ EDI EO». ! ` t 2" i,Y ----- C11"OR 4; _(_------ 1/4"0-20x3/4'5.5. t Min. . f -r.-. -EO , EQ i MACHINE PHILLIPS TRUSS+S USING '1 CONCRETE ANCHORS S HEAD 1/4'a-20.3/4'S.S.PHtR,LtPS —•-`L:-)j•— TRUSS HEAD MACHINE SCREWS -- - RET MORS L O i 1' 1/4"-2D NUTS CI 12'O.C. -(SEE SCHEDULES ON W/ 1/4'-20 NUTS o 12`D.C. -• (5EE SCriE0ULE5 M;n.- POURED CONCRETE--' SHEETS 13& 14A) POURED CONCRETE SHEETS OR CONCRETE BLOCK OR CONCRETE BLOC ;EONCRETE ANCHORS REQUIRED WALL REOUIR£D f0 HY WA(4 SILL INSTALLg[oN '. (SEE SCHEDULES ON {�F SHV WALL_ SILL INSTALLATION J OURED CONCRETE-:' SHEETS t3&14A) CONCRETE BLOCK W L REQUIRED E; HV WALL SILL INSTALWICIN T 177.D.a EDGE DISTANCE INSTALLATION DETAILS Wl 1- SEE SHEET 4 FOR TYPICAL SHUTTER ♦ 5EE LIMETATIC OF USE FOR r ASSEMBLY (SEE 5PECtiRCATtONS ON SHEET 13) SLAVE ON Off SHEET 19 ��, H V 8 LA D E IN NY WAY T SECTIONS CAN BE COMBINED IN ANY WAV TO SUR ANY RRSI'AUATiQN. FLORIDA BUILDING CODE (High Velocity hurricane Zona till -Cr~ 0 2017 EASTERN METAL SUPPLY.INC. �ic ,vsF. ,_ _„_ BERTHA HVTM TOE O tm.,. A>.s� >■A� Accordion Shutter System T(C'; •d- 1•Lv RADE T w/OR w/o itv.wt MADE "Rd'• T�,,XX�•1. %• •r TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.N• OESCRIPRON DATE ORAMN BT: 4.L. y�t 0j +C�� Association, Inc. 1 OLO is-090 jax/1 GATE: 78/02/17 615]O.W.3616.St..S4.305,MRCIIA=WIS.FIMOA 3316 ^ •.F 5' 4268 West Reads DNve 2 rf` ••. 11 Phone:(305)871-1530.Fax:(303)571-1531 West Poim Beech, FL 33407 DRAWING ND r is .\L 1t1 s-maE: ODC6COW.eam s ry J/ `•"' `�\t?1'I1. Ee-00°6718 Phona: (800)432-2204 . r0x: (861)209-8380 4 7� G2 Al �•�1 WALTER A TIUR J,PE. P.E.s Al,QS tTURE•/DATE FLORIDA Lie.d 4-167 5 SHEEP s 6 OF 20 it SEE END WALL 10 Ift is SEE NOTES'ON LOCK=RODS W LOCKS Q yr I INSTALLATIONS WZ 0) HV AND ALTERNATE""LOCK 0 ON SHECT S. 1-71 7N �t *ILADE SLACK DETAIL h0r IS VAUD FOR ALL Fo-uT] GLASS RMATES CENTERMATES�PUCATIDN WITH BLADE(D BLADE W1 HV CENT 1* go OR SEE ENCI WALL CONNECTION !—EXISTING GLASS DETAILS ON SHEETS 101117 00 - ------------------- T_ 3 1/4* 7' 6 1/2* 7' AILOYI 'A OPPOSING SYMMETRYCAL (6,..46 .aUE ,/21, /,_. M)& 1 CE14TERM MIN.SEPARATION T=� I I ANCHORS M CONCRETE CENTERMA I Lz�. _T Or TO W/ H LOCK 1�4 CLASS -S'To TUSE D.C.FULL . (SEE SCHEDULE ON U AT EACH ANGLE.(IYP) SHEET 1 IN(TOP/SOTTO 3/4'S.U.S.0 12. (4)110.1/2- -4r- L�0r2- v'J HV8 OUT HVC @_0 (9- HVA -POURED CONCRETE OR ; CONCRETE BLOCK VIALL L!EOUIEU (D A)— MIN:SEPARATION % 6 -(D-9-'@5 70--5; ------- FIN • CLASS C=SLE ON EXISTING CENTER 0 1 (SEE TSCH IATES 0 :Lf-GLASS W( HV LOCK a OPTIONAL MEET 12) @* INTERIOR) SE (SEE SCHEDULE 0PTIOWIL ON SHEET 11) 1 (INTERIOR) -—-—-—- I rt OVARIES -CONCRETE OUT ANCHORS 0 F ---------- n3 VARIES Fvi K -l? ge 6 1/2-MAX.SLACK rl (EXTERIOR) VE ouTi HVF** hVQ OUT 45 HFLORIDA BUILDING CODE (High Velocity Hurricane Zone) 0 2017 EASTERN METAL SUPPLY,INC. BERTHA HVT. Accordion Shutter System 7 q o A.S.&A _7LE -7 10 BLADE#1 W/ W/O KV.WNDON MADE American Shutter System. REY.N. CESC WHOM DATE DRAIIN BY.. A&L TILLITTESTING & ENGINEERING COMPANY A '5_080 08/02/17 DATE. 05/02/17 Su.305.MOM ORDENS.rLORDA Association. Inc. I DRAWING No 63M IIAN.36M 51� 33$9 4268 West Roads Drive Ph... (30S)871-1530.F°.:(305)871-1331 NG West P.IrrI Beach, FL 33407 -.0; 3 ID-0000719 Phone: (800)432-2204 F- (561)209-83 17-122 d A.TILLIT Jr.P.E. rLCMDA Lie.#44187 s SHEET 0 8 0 20 ALTERNATE INSTALLATION W "T" LOCK a HV MALE "T" LO a9 -CKS CEN g8) & LO (2 WZ(1) HV BLADE SVC 010 CONNECTION DETAILS ON SHEETS to a, is INSTALLATION 1 HV BLADE OUT IN 0 EET N. WZ HD CENTERMATES AS'ZIE25LACA OETAL NW,INDICATED ON SH o'""SRSQL FILM=GLAW CD OCTAL ADO-WO NOICATTO IN'S My GE USED VM W'S ALTME®RN., "4 WS SHED. SEE END WALL CONNEenom— DETAILS ON SHEETS 10 k 18 46 35, (OPMRAL) (O"ON'tt.) ---------- ------9-- "----------------------------------------- (011.1 to O.C.FULL LENCkf. (4)Kv� At 0, "'w' &U.&0 12, F IN (A) R , . FIN pfus rmj 70 G�n ;1(9 LOCK FEE S0d1XK1r S LOCK (INSIDE) (D-- F'7�' ------------- - x A 0 . 5 .1--G - 28 0 X z Nor FO-U--Tl • 2 1 1/2" S.S.M.S. SEE NOTE 6 FOR W LOCX@ (OpNow) @ 3/32" WINGNUT. HDB-HVB OUT HDC-,IVC. LOCK.ON 511-11 D. (YHV "T- LOCK (OUTSIDE) SYMMETRIC L—HEI—CQUTERMATES SYMMETRICAL HD CENTERMATES t SMES q..xu..0 H\/Q* Wl�n* LOCK (EXTERIOR) W/ Int LOCK (INTERIOR) (2024-T3 ALLOY)LANE FLANGE YHgf SHM NOTSERT,PART I Gal AS WWFAMREO BY AVVEL CROW HEVORN.PMSWM'Y.NEW ME' (D.0 07054 OR Ell. @-(D ------ ------------- JAI------ (D SEE"OM..to—O RGOGO A mu(D LOCKS w SNFErA II V54L MCAMG tt&.Q UTNE W-.10 15 FOR-oonEXWiE3 woOtzxta tx tmxx:tO HDD-HVD FLOATING STACK FLORIDA BUILDING CODE (High Velocity Hurricone Zone) Q 2017 EASTERN MESAL SUPPLY,INC. BERTHA HVTI1 Accordion Shutter System T-TE' A.S.S.A. *51i com.-N H.V.HARE#1 W/OR W10 KV.WNDW BLADE 40; American Shutter Systems REV.N. DESCRIPTION DATE M.L. tr.;11/1� T TESTING & ENGINEERING COMPANY W * , TILU Association, Inc. I OLD 13-OW 08/02/17 011/02/17 % Ph... (�05)871-1530.fox:(305)871-1531 aaI 4268 West Roads Drive West Pal. Bea.h. FL 33407 DRAVANG No 13 I " 17-122ZIPXgWALTER LUTJr.RE Phon: (800)432-2204 Fox: 561)209-8380 P.E.'SEAV jqUKTUIVtDATE rLORQA Uc.#44167 6 SHE 6 -90F 20 POURED CONCRETEPOURED CONCRETE POURED CONCRETE R OR CONCRETE OR CONCRETE POURED CONCRETE 0 OR CONCRETE 7- BLOCK WALL REOURED CONCRETE BLOCK WALL BLOCK WALL REQUIRED BLOCK WALL REQUIRED REQUIRED -EXISTING GLASS ._EXISTMC CLASS -2,MIN.- EXISTING CLASS CONCRETE ANCHOR -EXISTING CLASS 16-D.C. MN.SEPARATION 7 12"MIN.— , TO GLASS(SEE MU SEPARATION •­V' MR.SEPAM104 IAM SMAWION SCHB).R.E ON SHEET ED ED TO GLASS(SEE 11 FOR MADE iD.AND 70 GLASS(SM TO GLASS(SEE SCH ON SHEET 19 FOR SCHMAE ON SHEET SaMPE ON SR-7 I WRZE 7% 1/16'x3-MAX. RATES U&fh 1t FOR BLADE IDAND ON SHEET 19 FOR (6063-T6)CONT. 11 FOR BLADE 1-WO 0111 SHEET 19 FOR MADES(D&CA) ALUKI-CLOSER BLADES 01&'f 1/2* ON SHEET 19 FOR PLATE.(LOCATE AT EITHER SIDE MIN RW\ OF(D) IJ *USE I'OR 2-MAX. MIN. Rip I I I I(AS APPLICA9LE)x2"xI/S*x0'-2" PlOxI/2*S.M.S.—` ALULIWUM CUP ANGLE jlOxI/2'S.Wi-.� 0 16"O.C. 16,D.C. (6063-16 ALLOY)AT MIOHEIGHff (1)810.1/2'SAI.S.70 r& C4}-•.` 'S 2)1/4-0 TAPCONS ANCHORS TO 1. WALL AT I'D.C. (LOCATE AT OR CA,\ CON EITHER SIDE DF{q:) OR SIDE 11,OR %— SEE DETAIL X FO SEC DETAIL SEE DETAIL X FOP-'p ,!,'OR "@r, SIDE CONNECTION 1�OR -,@A TO WC41-11.5)-49;.i-10..01- SIDE E CONNECTION Z- TO TRACKS -C. ft TO TRACKS .7-J.-J.-r7 _6•- 7) 11.-175:­cz C3-Q7)-.1 p CT-tj3,0 Q10),- 3- 73' E7-CS I-(I,'•fa -07 J(�7) C7,-T--C7'-C9- C&-ce-05-4-1.- I- IC&-Cl-@ - Ca,Ca C*-C-c-1_M-C9­t@2-Cg, CS, C8, I9 t•6AI 1:8;-i_&--C9. CA END CONNECTION DETAI (I: END CONNECTION DETAIL�_i) END CQNNECTION DETAIL I:1.1 END CONNECTIQN DETAIL i:Z RED-111 FOR SPANS GREATER THAN 12 POURED CONCRETE OR CONCRETE BLOCK WALL EXISTING -EXISTING GLASSCLASS REQUIRED Z_ Ma SEPARATION J10.1/2'S.IA.5- MR.SEPARATION : TO CLASS(SEE 0 16"O.C. TO MASS(SEE Y —-—-—-- SCHEDULE ON vam"ON!If� ---------- CONCRETE 1/2'MIN. It FOR aADE-:VAND ------ I I FOR EMET% ON-HW 19 FOR ANCHOR a ON SHEET 19 FOR L2, CONCRE'rC�, BLAVS T, 4DA <' 12*D.C. �ADEs ,42 11 C16-. 5i ANCHOR ED �C a OV WN. T. -E/T=MIN, CO C.- 2-MIN. • SEE U USE:FOR 2- SHEET 19 BLADE ZAAONNS OF -.f3:.-c.:?iC4-:,­(E8- VIEW O_ ;\ PLAN C''moi R tA- t OU,(OR�QA' DETAIL POURED CONCRETE OR C­ CONCRETE BLOCX WALL END INSTALLATION • 0 f_7 3.' 7; REQUIRED I HV BLADE OR hA BY WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL.1 C5, (—a-,- @C9" "A-�a' - - ,.-L-UD-CQN-NECTION DETAIL Ck FLORIDA UfLDING CODE (High Vefocity Hurricane Zone) - . 0 2017 EASTERN METAL SUPPLY,INC. 15 AfS. BERTHA HVTIA Accordion Shutter System #1 W/ W10 KV.W ,\N A.S.S.A ri L KV.BUDE MW MAX American Shutter Systems REV.No DESCRIPTION DATC I DRAM ft. L. TILLIT TESTING & ENGINEERING COMPANY Assoclatlon, Inc. I OLD IS-Cel) INVO2111 DATE.- 09/02/17 �y )fir 8x55 RSL 76tH St,W.305.Y.R6RM WOMS.VVCRW 3315t 4268 West Roads Or;w — — Phone (305)811-1530.Fox;(305)071-1531 2 -A-11-11 N West Pot. Bench,FL 33407 1 3 EB-00671Phone' (800)432-2204 . Fax: (561)209-8380 17-122 WADER A.Ti Jr.JP.C. :. ;f.JSiGFIgTUR!'fDATE FLORDA Ut.f 44167 SHEET !0 et/ 1 1 10 OF 20 ,9CHEDULE #1 SCHEDULE #2 SCHEDULE k3 SCHEDULE N4 *V=. (1)L+:MAIGMUM ALLOWA&..E SPAN FOR A 4 SEPARATION TO GLASS REQUIREMENTS • • " MAXIMUM SHUTTER SPAN* MAXIMUM SHUTTER SPAN*'L+" IMUM SHUTTER SPAN*"L+" GIVEN POSITIVE A.S.D.DESIv'N PRESSURE MAXIMUM SHUTTER SPAN L+ OR L-" (ft.) RATING. FOR INSTALLATIONS W/ "L+" OR "L-" (ft.) FOR R "L-" (ft.) INSTALLATIONS R "L-" (ft.) INSTALLATIONS L_:MAX.ALLOWABLE-SPAN FOR A GIVEN (1)SEE BELOW FOR MINIMUM SEPARATION TO & OF OFE(iL�$W ONE INSTALLATIONS Wj G I W �,dETRICAL CENTERMATESNEGATIVE A.S.O.DESIGN PRESSURE RATING GLASS SCHEDULE FOR SHUTTERS INSTALLED WITHIN j�"� CENTERMATES. 21 & & W/ TWO HV 'IES & Wf ONE HV LOCKS THE FIRST AT BO"OM OF S TT BUILDING HV LOCK of or�H of HO LOCK Wj pNE HV LOCK pR OR LOCKS OR T4Y0 OR VI NO LOCKING (2)PROCEDURE TO DETERMINE MAxRAUM MEASURED AT BOTTOM OF SHUTTER. NO LOCKI ROD -0 CENTERMATES & OCKING RODS®TOP/BOTTO ODS / SPAN FOR WALL MOUNTINGS OR Wj ONE HV LOCK 0 W/ TWO LOCKING RODS OR IV/ NO OCKING y ONE HV LOCK OR FLOOR/CEIUNG: (2) MINIMUM SEPARATION TO GLASS FOR SHUTTERS RODS ♦ SEE NOTES t,t� j @ (VALID FOR MOUNTING Q INSTALLED ABOVE 30'-0'ELEVATION OF BUILDING. ®TOP & BOTTOM *(SEE NOTES t1'8 { GIVEN A POSITIVE A.S.O.DESIGN PRESSURE R • SEE NOTES tt1} SHEET 7j MEASURED AT B077(1L1 OF SHUTTER IS 3`. CONCRETE& 7 CONCRETE&WOOD 1Wm1Vu CONCRETE RAING,DETERMINE MAXIMUM SPAN Z+` uAxwuu 45.0. uAo FROM SCHEDULE, Asn. CONCRETE&WOOD INSTALLATIONS O A5.D. INSTALLATIONS O ASD• INSTALLATIONS O A.S.D. INSTALLATIONS Dart omtN OCn_t- oL31?I GIVEN A HEGAT(VE AS.D.DESIGN I' m XE FLOOR/CEIUNG YRESSII IE WALL DOUNITICS YArsum GRESSVRE FLOOR/COLING NOUN11iG PRESSURE RATING, DETERMINE MA RELId lura1G PAT.. MINIMUM SEPARATION TO GLASS 5.HED n F- (w",) WALL MOUNTING MOUNTING ;(P-0 n•OOR/CEP WO UOUNONGS t 0+v-11 FLOOR/CDU.VC uouNilNe M60 Au uW1iM•G SPAN"L-"FROM SCHEDULE. SHUTTER W/ONE LOCK WTEHOUT LOCKING RODS t+az-) (♦ (1# L-(A) L/ (A t-(A) L t (R) t-(II) L+ (A) 1-(11) t• (A) L-(It) FINAL MAXILIUM ALLOWABLE SPAN IS EQUAI TO THE MINIMUM, DETERMINED SPAN 30 13'-2' 16'-0" I3'-2" 16'-0- 30 12'-3' 14'-9' 30 13'-L" t6'-0` }3'-2" t6'-0' SHUTTER INSTALLATION 5Yj INSTALLATION Pl/ eE'NtEEN`L+'AND`L-: SYMMETRIICA OPPOSING 35 12'-8' 14'-IO" 12'-9" 14'-10' 35 11'-9' 13'-$" 35 12'-7" 15'-7" 12'-8-B' 14'-10' SPAN CENTERMATES CENTERMATES 40 12'-3" 13'-10" t2'-3" 13'-10" 40 11'-4" 12'-9" 40 12'-2" IV-2" 12'-3" 13'-10` (3)PROCEDURE TO DETERIANE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN 105' 45 Ii'-11' 13'-1' 11-11 13'-1` 45 11'-1` 72'-0" IS 11'-9" 14'-3' 11'-11" 13'-I" VlAl.t 1'!f FLOOR/CEIUNG MOVNRNCS: OR LESS 3 3/6•c 4' 50 11'-7' 12'-5' 1 V-7' 12'-5" 50 10'-9" IV-5, 50 11'-6" 13'-7" N'-7" 12'-5` >R L S MAX. 55 11'-4" 11'-IO" 11'-4' 11'-10' 55 10'-6" 10'-11" 55 11'-3" 12--11" 11'-2" II,-10' FOR A GIVEN POSITIVE A.5.M DESIGN ALLOWED 3 7/e"s 4" 60 t 1'-1' 1 V-4" It'-O, 11'-4" 60 IO'-3" t0'-5" 60 11'-0" 12'-4' 10'-2' 10'-TI- PRESSURE RATING: 65 10'-10" 10'-10" 10'-T 10'-10" OS 10'-0" 10'-0` 65 10'-9" IV-11, 85 9'-5" 10'-1" DETERMINE: 5 USE 2 1/2'FOR HD LOCK f3�+63 OR f3TJ+®, Li+= MAX.SPAN FOR WALL MOUNTING USE INDICATED VALUES FOR NVACEVERfRAN 70 t0"-6" 10'-6" 10'-2" 1$-6" 70 4'-8" 9'-8' 70 10'-7' 11'-5" 70 _ $'-9" 9-4' INSTALLATIONS. 7S 10'-1" 10'-1" 9'-10' f0'-I" 75 9'-4" 9'-4" 75 10'-4" 11'-I' 75 - ,1'_B• Lx+= MAX.SPAN FOR FLOOR/CEILING MINIMUM SEPARATION TO OLACS SCHFmuF- IAOUNTING INSTALLATIONS. 9'-t0" 9'-9" 9'-7' 9'-10' 80 9'-O' 9'-0" 80 t0'-0" 10'-9" SHUTTER W/ONE LOCK&TWO LOOKING RODS OR 85 9'-6' 9'-6' 9'-3" 9'-6" 95 W-9" W-9" 85 9'-9" 10'-5" FOR A GIVEN NEGATIVE A.S.C.DESIGN WITH ONLY IVO LOCKS 90 9'-3" W-3" 9'-D' 9'-3" 90 8'-6' 8'-fi' 40 9'-5' 10'-i" PRESSURE RATING: DETERMINE: SHUTTER INSTALLATION /'1/ INSTALLATION W/ 95 9'-0" B'-9' B'-8` _ 9'-0" 95 W-3" e'-3" 95 9'-2" 9'-101 Lt MAX.SPAN FOR WALL MOUNTING SPAN SYMMETRICAL OPPOSING " too 8'-s' B'-4' 8'-6" W-9' too 8'-I" 8'-Y 100 9'-O" 4'-0' INSTALLATIONS. CENTERMATES CENTERMATES 105 9'-7` 7'-11" 8'-4" 8'-4" 105 7'-11" T-11" 105 8'-9' 9'-4" L2--MAX,SPAM FOR FLOOR/CEIUNG 108" 2 3j4""` MOUNTING INSTALLATIONS. OR LESS 3 3/16" 1t0 8'-4' T-7" 8'-Y T-11" 110 T-8' 7--4- ISO 8'-7" 4'-2" 0 fdAXiMUlA SHUTTER 115 S"-2` 7'-3- 8'-0 7'-7" 115 T-6' 7'-3" 115 S'-4" 8'-I 1' FINAL DAAMUM ALLOWABLE SPAN IS EOUA >105'TO MAX. SPAN`ATI S "L FOR 3 1f4'"• 3 1f4' 120 8'-0` 6'-i i' T-10' T-4" 120 7'-4' 61-11- 120 8'-2" 8'-9' INSTALLATIONS INTO WOOD TO THE MINIMUM BETWEEN"l.t+","tom+". ALLOWED 'LI-'AND'L7-" ww 125 7'-10" 6'-8" 7'-8" 7'-0' I25 7'-3" 6'-8" 125 B'-0' 8'-5" SHALL SI LIMITED TO 105 USE 2 15/16"FOR HV"T"LOCK 0 W'/ pst.DESIGN tOAO. wws ,cam 130 T-8" 5'-5' T-6' S'-9' 130 T-Y 6'-5' 130 T-10" $-t' (4)GO TO ANCHOR SCHEDULE IYNH FINAL USE 4 1/B"FOR HV?"LOCK pv/N/ �55 MAXIMUM ALLOWABLE SPAN AND NEGATIVE USE INDICATED VALUES FOR HV CENTE IlATES. 135 T-T 6'-2" T-4' 6'-6" 135 W-11" 6'-2" 135 T-9" 7--9' ASLO-DESIGN PRESSURE RATING TO 140 Y-5' S'-t1" 7'-3' 6'-r 140 W-10" 5-11" 140 7'-7" 7'-6" DETERMINE MAXIMUM ANCHOR SPACING. '-- 145 7'-3' S'-8' 7--1" 6'-0" 145 W-8` 5'-9" 145 T-5" 7'-0' i INSTALLATION LEGEND 150 7'-2` 5'-7" 7--0- 5'-/0" 150 6'-7' 5'-7" 150 7'-4• 7'-0' C014CRM&NANSORY WOOD 155 7'-0` 5-5" 6-10" 5'-8" 155 6'-6" 5'-5" 155 7'-2" 6'-9" H.V. CORNER CENTERMATE#3 MAY BE }60 6'-11" 5'-2' 6'-9' 5'-6` 160 6'-5' 5'-2" 160 7--1• 6'-T USED At ALL MOUNTING INSTALLATIONS. LOCKING WALL A. B, C, D, E, M, N,O,P,0.R. Ifi5 6'-10" 5-I" 8'-$" 5'-4' 165 6'-3" 5'-1' 165 7'-O" 6'-4" SPECIFICATIONS SHALL BE AS INDICATED ON MIOUNTING F.K & L. 514 V. 170 V-9' 4'-11" W-7' 5'-2" 170 6'-2" 4'-T7` 170 6'-it• 6'-2" MANDATORY CONDITION 12 NOTE#5,SHEET S. FLOOR/CEILING 175 6'-T 4'-9' 6'-5" 5'-0' 175 W-1' 4'-9' 175 8'-9` 6'-0" G. H. (, Il + J. T. U. W& X. 180 W-6' 4'-8' �6'-a' 4'-10" 180 6'-O' 4'-8' 180 8'-e' 5•_10" t EXCEPT THAT MAXIMUM SHUTTER SPAN'L+ OR 1-"AND M.AXIMM AS.D. MOUNTING 185 8'-5' 4'-6' 8'-3" 4'-9" 1B5 5'-II" 4'-6' 165 6'-T 5'-8" DESIGN PRESSURE.1.FOR INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK SHALL BE LIMITED A5 FOLLOWS: H V BLADE 190 8'-4' 4--5' 6--2' 4'-7- 190 5'_70' 4"-5" 140 6'-6` 5'-6" t- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64,-72 p.s.f. 195 6'-3' 4'-3" 6'-t" 4--6" 195 5'-S` 4'-3" 195 6'-5` 5--5" AND 8'-0' SPA 200 V-2' 4•-2" 6'-0" 4'-5' 200 5'-9' 4'-2' 200 6"-4" 5'-3" SEE MOUNTING !A ON SHEET 7. 205 6'-0' 4'-1' 6'-0' 4'-3" 2Q5 5'-8' A'-1• 205 6'-3" 5'-1' FLORIDA BUILDING CODE (High Velocity Hurricane Zone t,/+'y�"�R A. 0 2017 EASTERN METAL SUPPLY,INC. ,1+'Ia�c1CF,i = -0i ,�,,,, BERTHA HVTM 1L E C O irm 1405■S„�, Accordion Shutter System xu MADE#1 W/OR W/O KV WNDON BLADE 1 f j TICCIT TESTING do ENGINEERING COMPANY AfnBNCan Shutter S)"stBR15 Rtvdto DESCRIPTION DATE DRAWN BY: M.L. 3314( •sr.1 " •`••F X55 tt.W.39.Sti05.VlRtl!AA dA0F+6,Haas Assoclatlon. Inc. t CLD 15_060 /02/17 DATE: 08/02/{7 `Sr 4 i1><---,' Phan.:(305)871-1530.Fo.:(305)871-1531 426E West Palm Road., F DriveL JJ407 x DRAWING No 4t";� w-m n:InaeeO..Le.m Beach, F 3 O �Q��fl� S• AA' �ffi-0006719 Phone:(800)432-2204. FOR: (561)209-8380 17-122 "•.1.L.g.�.�.y.1•}•��, WALTER A IILLR L.P.E. 4 'Ta:�p�rpglJM. p{� FLORIDA Uc#44167 5 SHEET "S:� 4 11 OF 20 r ! f r s A CORRE WE 15-if-AWAMORM mmmo : [p�p�nE��•�mmmmooDamm p: Bummmpo "gaoo a mQ/ O[�[:s�miL�E�O[>tOdm O�[�! MMM [! ®morm�doQQnc.� � moo H"Bum mm dno�o�tmm�a �i�nmmmfa on mmmm on omoo amQ ®immrr:RIMENI rrummmac�oc3o•�mml�mo�S"mmmncsoa Mmm"o�ir�rsQnna�mnoo® Iola ?'t, /,O®ii�[F3��7C1[�DE�] ®m/7�0�Momn."IaQQQ ®®ma®L7�po�„.,Innman®®� mmi QEgn EE�iIs10t71r�®O�if�m•�a I�0 @t.:�10[IIENa ilIIiZ>EE�ppo un nO•li mm(u _ ooi[11 mmaa�ov®m[f3mq OIMe� , mmooQos�a mLaE�OF�fQ on nnm an ®�mmo"IMIC0 mmmMEXHIM ovmamK n"nommM - Kamm ooaiimmm INS KNEES l°nmo ®�mHmm: nm�dm�mmn�o�o� IKINKIlla m�oH"oommmmm�I�_aammmo�®oE HM IKS �Sao , M"oaioo�'maimmcalaQloin o®mAmm�imaol��O�."WENEHHmp®pma1m mmQ71� 33caQa�mm"KAKIN in tlaQQit�mE�Qa Q FE3FSm QORMIKA" Into �mmm�rav�iio�mmaimomonivm&"��®ma®oQmmppmO{ mmaapp�om�000nmo�m�g mmm c�Qo u>�mmoQaQav ®®®@@pp ppppm�m� ppaMIC0oapp®�pp• oopoc�o� cps ®MME" ®©OOOm�mOQOO��iE1i77g00 �m��00�LaO�Jul HQLQooOS ®OOm�aQOICl=MMmoQ®OO NmQQooO®m AOM 13 QO i�/ OCfob ®mmmpQpQssoFmuammQmoQamoQpQ�®nn�pnp0000�mA000�ivo om Aao 0 NUIREQ00iiammdQlilr�liOQQQQO�{ 1QC�Ooa�QO�7Q�]1�3000Qa�dKMICS rlaaoEQ=MemoovMo�amilmr�omQ 'r�Fo' Bao="W HEimmo1011=�Oi�nm�'ooCo Ma Q QQQ �aQoo o mmQooQ �o a t QaQ Q ra . ® as Aman IS pmBQQ�ommQQ�oo�vo oQ���QQQQ®Q��loly®Eos o • a . ma�oQ Qoramm oQ Qmmar. oo�loQo MMI CS . Qoo� 000EQoon�rnmmoURE ®aOppQOpO QpagsQapQpppOQQ®popoQpppQvoQa�pvnaQopvppQp apdpoQio pgvomm 000•v ®OQQOOQQOo��®poQOOO�Qoomoo�F-oo1XISIM 11HUM ENZWE0000 ; ��'' American S Systems Association, Inc. 4268 West Roads Dr'. Ph— (305)871-1530 Fa. (105)871-153t ER-00CS719 Mom: 800 432-2204 .fox:: 561 209-8300 FLORIDA Ut.Y"M 1 111 11 � ii✓ iif if �� ♦ e DESIGNNEG4TNE LOAD Au0 A CORRESPONniNG MOUNTING TYPE FOR CONCRETE IN_ST&UMNS MAXIMUM ANCH 'fJFQULF FOR A GNEN MAX. SHUTTER SPAN, *SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (SEE MOUHYNCS E 0,t H ON SHEETS 6 h 7) 1,ANCHORS TO SUBSTRATE SHALL BC AS FOLLOWS: POURED CONCRETE (A) TO EXISTING POURED CONCRETE:(Min.Vc.3 ksl) HSIµ EQ WALL SILL MOUNTING ©CEILING MOUNTING HQ FLOOR MOUNTING ANCHORS� �4PAC,NC yF_GEN6 ;/4'E x 3/4'ALL POINTS SOLID-SET 4*0 TAPCON WITH ADVANCED ANCHORS,AS DISTRIBUTED BY ALL PFORM TECHNOLOGY ANCHORS,AS OINTS DI.T.W.SPECCIAALTf COMPANY(M'n I)Yc.3 kn (tt) ASD.DESIGN NEGATIVE LOAD PAI "D.DESIGN NEGATIVE LOAD 03 ASD.DESIGN NEGATIVE LOAD Ost TAPCON WITH ADVANCED IJ4 a BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Mtn.fc.2 k91) 30 40160175 90 120 160 205 30 b t6O7T Bd 120 160 203 30 40 60 75 90 120 160 Z05 1HREADFORM TECHNOLOGY - 1/4.0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS.INC_AND DISTRIBUTED EIV ALL POINM SCREW,DOLT h SPECIALTY 14 i2 l0 9 6 5 6 .5 14 12 e a 6 6 14 1z to 9 a a a 8 COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSDCIATION INC. - 14 12 t0 9 0 6 6 6 ALL POINTS SOUD-SET (Min.fc.3 k31) OR LESS 14 12 10 9 8 6 6 6 14 12 4 e 0 0 ti 72 10 9 B B 6 5 BLUE TAP W/CAP NOTES: 14 12 10 9 8 0 6 7 14 12 8 6 5 6 T4 12 10 9 8 8 6 6 TAPPER+ AS)MaNt1AUM EMBEDMENT INTO POURED CONCRETE OF TAPCON WITH ADVANCED 7HREADFORM TECHNOLOGY ANCHORS ANO TAPPER+ANCHORS IS 14 12 10 9 6 7 5.5 35 14 12 a e e 6 74 t2 10 9 B e 8 S 1 J/4',AND FOR BLUE TAP WJ CAP ANCHORS IS 1 1/2'. 4'--0' - - - - - - - _ 1 - - 6 14 12 10 9 8 8 6 55AZ)MINIMUM EMBEDMENT OF 1/4'0 It 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE.NO EMBED'.IENT t4 12 l0 9 6 e a 4 I4 12 B e 6 45 14 12 10 9 a 0 4 35 INTO STUCCO SHALL BE PERMITTED. 1 4'0-2D S.S.MACHINE SCREW USED SHALL BE 1 t 2 LONG MINIMUM SHOULD STUCCO EM)ST.AND14 12 t0 9 8 a 8 4.5 14 12 6 B 6 SS 74 12 ID 9 0 e 5 4.5 / /'t412i09 7.5 3S 3.5 - 14 12 8 0 e 5 T4 12 10 9 B 7 5S 4 • timA11oN5 OF taf£w+l 1"MINIMUM FOR WALLS WITH NO STUCCO. _ BIME'1A'on 917 19 J . _ - 14 12 to 9 8 9 6 4.5 5' O' 14 12 10 9 8 7 4 - 14 112110 9 6 65 5 3.3 14 12 10 8 I5 5 3.5 3 A.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAD WALL FINISHES,ANCHORAGE SHALL BE AS INDICATED ON 14 12 10 9 8 7.S 4.5 - 1! 12 10 9 8 B 6 45 I4 12 10 9 a 8 4.5 .)S NOTES AI) k A2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR ENS WITH OR WITHOUT METAL MUDS CONSULT THIS ENGINEER FOR l{ 12 9.5 7.5 63 4.5 - - 14 12 ID 9 6 75 55 4 14 12 10 9 0 6 4.5 3.3 /NSTALLA7KIN t To EIFS WITH META STUDS SEE SHEET 2PA 6'-0" - - - - - - - - 14 12 10 9 8 63 5 35 14 12 10 9 7,6 3.3 3 - 14 12 10 8.5 7 55 4 3 14 12 6 s5 55 4 3 - (8) TO EXISTING CONCRETE BLOCK:(ASTM C-90) t4 12 t0 9 8 6 - 14 12 10 9 8 55 5 75 14 12 10 8.5 0 5 4 - - 1146 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W. BUILDDI. 14 12 8 6.5 5,5 3 - - 14 12 10 9 a 65 4.5 35 a 12 10 8 7 5 3.5 3 - 1/4"0 x 3/4'ALL POINTS SOUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT k SPECIALTY COMPANY. 7'-C- - - -- - -- - - - - - - - - - - - 14 tZ 10 9 7.5 55 4 ] - 1/4'0 BLUE TM CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECL INC. 14 12 10 8 65 4 - - 14 12 9 7.5 a 4.5 3.5 - 4 105 7 3.6 45 3S - - - 1/4.0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT @ SPECIALTY 14 12 10 p.3 7 a - - 14 12 10 0 75 5.6 4 - 14 12 9 7 7.5 4.5 - - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGIS7ERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCNADON INC. 14 It 7 3.5 45 - - 14 12 10 9 75 S5 4 - 14 12 9 7 6 4.5 3 - - - - - - - - - - - - - - - 14 12 10 B eS 5 33 - NOTES: 14 0 T 7 55 ] - 14 12 8 6.5 SS 4 3 - 2.5 95 6 5 4 3 - ELI)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS T 1/4"AND TAPOON AIM 14 72 9.5 TS 6 - 11 12 9.3 a 6.3 5 if 12 8 B 03 i ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1 1J 9.516.5 5 ].5 - - - 14 t2 10 0 6.5 S - t4 72 6 B5 5 a - - &2)MINIMUM EMBEDMENT OF 11410 x 3{ ALL POINTS SCUD-SET ANCHORS SHAD,BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 12 85 7 3S 4 - / B'-0• 14 11.517.5 B 4 - - - 14 11 7 5.3 S 3.5 - - 11 B SS 4.3 ].5 - - EMBEDMENT INTO STUCCO SHAD.BE PERMITTED.1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 12 9 85 4.5 - - 14 72 A5 7 SS a - t1 O5 7 5.5 6 4,5 •- - EXIST,AND INTO FOR WALLS WITH NO STUCCO. 1.5 6.5 S.5 4 - - - - 14 12 9 7 6 4.5 - - 14 11 7 55 4.5 3.5 - - D.J)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR 10'-0' - - 14 12 8 8 5 4 - - ANCHORS SHALL BE LONG ENOUGH TO REACH THC MAIN STRUCTURE BEHIND SAID WALL FINISHES,ANCHORAGE SHALL BE AS INDICATED ON 14 105 7 5 35 - - - t3 95 6.5 3 4 3 - - IG 7.5 3 4 3 - - N071S 8.1)&B.2)ABOVE.FOR tNSTALLA71ON5 ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER 14 11 7.5 5.5 - - - - 14 11.5 a 6 S 4 - - 2S 9.5 6 5 4 4 - - FOR INSTALLA71ON INTO CIFS WITH META STUDS SEE SWEET 20. 10.5 B 5 14 12 6 6.5 5S 4 - 13 10 65 5 4 3 11'-0• - - - - - 14 10.3 7 SS 4.5 3.5 -• - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF ME RECOMMENDATIONS AND SPECIFICATIONS OF ME ANCHOR'S MANUFACTURER. • I2.5 95 S - 12 9 6 4.5 4 3 _ 9 7 45 3.5 ] 14 10 7 - - -14 10.5 7 5S cS - 15 63 SS 45 75 - - - (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE(EA.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9.5 7 4.5 - - - 14 11.5 75 B 5 - - - 12 B 6 4.5 4 - - EDGE DISTANCE VERSUS - - - - - - - - - - - - - - - 13 10 65 5 4 - N�RS4 SPACING SCHEDULE FOR ANCHORS• 1S 8.5 kS - - - - - It 8 55 4 35 - 6 6 4 3 - - - - MA=IIM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E D.LESS THAN ME INDICATED.REDUCE 135 9_3 6 - - - - I3 95 6.5 5 4 - - _ OS 0 5 4 - - - - ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 5.5 - - R to.5 7 5.5 45 - It 85 5.3 4.5 3-5 - _ REDUCED SPACING OBTAINED USING FACTOR SHALL HOT BE LESS DUN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE - - - - - - - 12 I 5 4.5 4 - ACTUAL FACTOR 13'-0'IDS e _ _ _ _ _ 10 7.5 3 4 3 - - - 7.5 63 4 3 - - - - GE AFCO!!Xf AaNAiCFp TNFRFADFaRIr YEGi TAPPER+ 2.5 05 - - - - - 12 9 5 4.S 4 - - 9.5 7 5 4 - - - - V QE OR D10T E MIN.SPACWG rA'L'POINT SOLID SET BLUE TAP W/CAP MIN.SPACING B 6 - - - - - - 13 9.5 65 5 - - - 05 75 S 4 - - 7T 8.5 SS 4S - - - E.D. 3' 4' Lou.SPACING.3 1/2' MIN.SPACING.3' 3 314 M i4'^O• 10 9 7 45 3.5 - - - 7 S 35 J - - - - V NJ6D O6N1311E OCN037E BL1IX POURED CONCRETE re POURED GOWULOC u P01� r MNEME I& IS 8 - - 11 0 5.3 4.5 - - - 9 6.S 4.51- - - MN CCL-3 11r MN CA-21/2' CONCRETE BLOCK CONCRETE BLOCK 10.EM-3 1 Irtt EA-2 i1L' HV MN.EA-3 7 DA EIL.3 75 - - - - - - - I2 9 8 - - - - 9.5 7 F41 - - - - 3' 0.90 1.0 0.78 1.0 0.84 1.0 os a - - - - SLADE WORKING 15'-0' 9 _ _ _ _ _ 85 85 4 - - - - 6.5 5 _ _ _ 2 1 2• 0.81 1.0 - - 0.67 1.0 65 6 _ _ IN UNISON y 0.71 - - Dsl 7 - - _ _ _ _ -. 11.3 es as - - - - 9 5s - - - t 3J4• 0.91 - - - 10 7.5 r'c&nAnct ban 0.43 9 _ _ e e 4 _ _ 6 45 0.35 FLORIDA BUILDING CODE (High VelocityHurricane Zone !,. 1�(!/"+-� ©20t7 EASTERN METAL SUPPLY,INC. �.� BERTHA HVTM - : :A.T Accordion Shutter System } 2 0 N c H.V. RADE T W/GR W/O FIV.WNDON RADE # i SI•• TICCIT TESTING & ENGINEERING COMPANY American ShuNer Systems REVAN9 DESCRIPTION DATE OR4WN BY: M.1- •'QATF III; ; 6155 N.W.]a8r.Sk.SL.]05.NR9RAA WiPOtS,tL64t0.4 331 AssoclalTOn, Inc. I OLD 15-080 /02/1 DATE: 88/02/17 --a-=7T �i-,� PM1me:(305)571-1530.Fox:(305)071-1531 4288 W9al Roods D6- Ph- C7R1 ��aRI �' r 4 1A a-mam IIII...a74e1.c9m 1Vest Palm B"Ch.FL 3340 3 DRAWING No t~ L'x;1 R A.TIL6719 Phone:(800)432-2204 . Fa.:(561)209-83BO 57-1• ............ .•• C� HALTER A null JC P.E. SHEET •P,E`��tN�.fL pt�„N1�u�f/Di�TE FLORIDA Ue.If"167 13 0 20 MAXIMUM ANCHOR* SPADING Gd�_4SCHEDUI E FOR A GIVEN MAX. SHUTTER SPAN A.S.D. DESIGN ry GA7 LOAD AND A ,RRESPONDING MOUNTING TYPE FOR CONCRETE INSTALLATIONS (SEE UOUNTINOS I,J,K h L ON SNEEr 7) POURED CONCRETE ANCHORS SPACING. I FGFNn I WAUC OVER h It 7RENCN (2 RANGUARO uouNTING ( WALL/FLOOR MOUNTING QWA1l./WALK OVER MOUNTING N •-�•------ - --- TAPCON WITH ADVANCED STAN 00 ASA.DESIGN NEGATIVE LOAD(paQ AS.D.OESIGN NEGATIVE LOAD(pa1)_ AS.D.DESIGN NEGATIVE IDAD(pal) &S.D.DESIGN NEGATIVE LOAD(pal) THREADFORM TECHNOLOGY 30 40 60 75 9D 120 160 205 30 40 60 75 90 720 iHO 205 >D 40 60 74 90 120 iBO 205 30 40 00 75 BO 120 164 205 14 i 10 9 a 8 6 6 12 12 12 12 Iz 1,5 a5 55 7 7 7 7 7 5s 5 3 5 5 5 s 5 3 ALL POINTS SOLID-SET If Ix +0 9 8 8 6 e 12 12 12 12 12 12 95 7 7 7 7 7 7 7 7 7 5 s 5 5 5 3" 6 5 BLUE TAP R LESS 14 t2 IO 0 8 a 6 e 12 12 12 12 OS 8 6 45 7 7 7 7 7 7 7 65 5 5 S 5 5 5 5 5 TAPPER+ Z. 12 10 9 8 0 6 6 Ix 1Z 12 12 12 10 7.! 6 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 TO 0 a 8 6 a 12 12 12 12 1.5 a.5 13 5 7 7 7 7 T 7 55 4 5 5 5 5 S 3 S 4 4,_O. 14 12 10 9 8 5 6 5 12 12 12 12 12 9.5 7 5,5 7 7 7 7 7 7 7 7 5 S S 5 3 5 S 5 l4 12 10 9 8 8 8 6 12 IZ 12 9.5 e 6 {.5 35 7 7 7 7 7 7 BS S 5 5 3 S 5 5 5 5 t4 12 t0 9 8 8 6 6 12 12 12 12 t0 7.5 55 4 7 7 7 7 7 7 7 5.5 5 5 5 5 5 5 5 5 14 12 10 0 e 8 6 6 12 12 12 71 9 7 5 4 7 ] 7 7 7 5.5 1 J 5 S 5 S S S 4 3 5'-0' 14 72 tq 9 8 8. 6 6 12 12 12 12 10 7.5 5.5 4 7 7 7 7 7 7 7 7 5 5 5 5 5 5 S 5 l4 12 10 9 8 8 6 6 12 12 9.3 7.5 6 4.3 33 - 7 7 7 7 7 7 3 35 5 3 5 3 S 5 6 4 14 12 10 9 0 6 6 6 12 12 12 95 8 6 4.5 - 7 7 7 7 7 7 SS 4 5 5 S 5 S 5 3 4 * SEE ANCHOR 14 12 10 9 8 0 6 b 12 12 15 9 75 55 4 3 7 7 7 7 7 45 35 - S 5 5 5 5 45 3.5 - SPECIFICATIONS B'-O- 14 12 10 9 e B 6 6 12 12 12 10 5 6 4.5 35 7 7 7 7 7 7 7 7 5 5 S S '5 s 5 5 ON.SHEET 13 14 12 10 9 9 8 6 6 12 12 8 6 3 4 3 7 7 7 7 7 5.5 4 S 5 5 S 5 5 4 3 14 12 10 9 a 8 6 6 12 12 10 a 63 5 .75 - 7 7 7 7 7 6 4.5 - S S 5 S 5 14 12 10 9 a 6 6 6 12 12 10 0 75 5 J.5 - 7 7 7 6,5 5.5 4 S 3 S 3 5 1 ] 7'-0' 14 IZ 10 8 8 a 6 s 12 12 12 a5 7 S 4 3 7 7 7 7 7 7 7 6 S 5 a 5 5 3 5 5 14 12 10 9 6 a 6 6 12 10 65 5 45 3 7 7 7 7 b. 5 7 5 5 5 5 5 S 35 3 u 12 10 9 a a e 6 12 12 a.s 7 5.5 4 - - 7 7 7 7 7 5 - - s 5 s 5 5 s 4 - 0 VALID ONLY FOR UP TO +70, -75 14 12 10 9 H ! 4 - 12 12 65 7 5.5 4 3 - 7 7 7 5.5 4.5 3 - - 5 5 3 3 4.5 3.5 - - PSF A.S.D. DESIGN PRESSURE e'-0• 14 12 TO 9 e 0 8 - 12 12 0.5 75 6 4,5 3.5 - 7 7 7 7 7 7 7 1 s 5 3 s S s s 5 RATING & FOR SPANS PER 14 12 /0 9 a a a - 12 9 b ,L5 4 3 - - 7 7 7 7 s.5 + - s s s s s 4 7 SCHEDULE #4, SHEET I I i4 12 10 -r 0 B 5 - 12 11 7.5 5 3175 - 7 7 7 7.5 6 4.5 - 5 5 3 5 5 4.3 - 14 12 10 9 B B 12 l5 75 6 S 35 - 7 7 65 5 4 5 5 3 4 ] 14 12 10 0 8 6 - - 12 12 95 a5 5,3 4 3 - 7 7 7 7 7 7 6 3 5 S 3 5 ! 5 5 5 1/ 12 10 0 a 9 05 B 5 4 3.5 - - 7 7 7 0 5 35 - - 5 5 S 5 5 { 3 - ' 14 t2 10 9 8 8 - 12 10 83 5 4.5 - J 7 7 65 SS - 5 S S 5 5 f 14 12 10 0 H 5 12 p.5 7 5.3 4.5 33 - 7 1 5.5 4.5 3.5 - - - 5 S 3 45 3.5 - - 50,-0"N 12 10 9 e 8 - - 12 it 8.5 6 5 3.5 - - 7 7 7 7 7 7 4.5 - 5 5 5 5 3 S 5 a.5 14 12 10 9 8 8 - 95 7 4.5 3.5 3 - 7 7 7 55 45 - 3 S 5 5 4.5 3_3 - - 14 12 10 9 6 a - 12 9 6 5 { 7 7 7 6 5 5 5 5 4.5 5 14 12 tp 0 e a - 12 95 8 S 4 7 7 7 5 4 3 S 5 5 4 35 14 12 10 9 8 B - - 12 10 7 55 45 3.5 _ _ 7 7 7 7 7 7 35 - 5 5 S 5 3 S S 4 //I^J�} \\/j tr'�� ONLY. 14 12 10 9 a a - - Ti 6.3 4 ]5 ] 7 7 6 . . - 5 5 5 5 4 ] ) N ♦ V LADE 14 12 10 0 a a ii 8 SS 4 - 7 7 7 5.5 i5 - V 3 S s s 43 - 14 12 10 9 a 1.5 8.5 55 1.5 35 - 7 7 43 3.5 - 5 S 45 JS 3 _ 12,-0'I{ 12 10 ! e - - - 12 95 65 a 4 3 - - 7 7 7 7 7 6 3 - 3 S 5 S 5 5 45 25 14 12 10 9 H 0 B 4 J 7 7 S3 4.5 3.5 - 5 3 5 4.5 4 3 14 12 10 0 a - To 7.5 5 1 - 1 7 6 3 - - - 5 5 3 5 4 - 74 12. td B e _0.5 6 S 4 3.5 - 7 53 4.5 35 - 3 ! 4.5 35 3 - - 13'-0"14 12 f0 9 8 - - - 1.5 e.a B 45 3.5 3 - 7 7 7 7 7 4.5 - - 5 5 3 S S 5 4.5 ]3 74 12 10 9 8 7 5.5 35 3 7 7 5 4 3 5 5 5 4 3 14 12 f0 9 b - - _ 9 7 4.S .75 - - - 7 7 5.3 4.5 - - - 5 S 5 f5 f - - 14 12 10 9 110 7.5 3 1 4 J 7 6 4 3 5 5 4 ] - T4•-0-14 12 10 9 - - - 1- DO.5 0 5,5 4 3.3 - - I- 7 7 7 7 7 4 - 5 5 S 5 5 S 4 3 la 12 10 B - 6.5 5 3 7 7 5 3.5 - S 5 5 4 14 12 10 9 - 8.5 6.5 4 7 7 5 4 3 5 S 4 14 12 10 - - - _ 9 7 4.3 3.3 3 - - _ 7 0.S J.5 - - - 3 5 35 J J. 14 t2 10 - - - - - IO 75 4 - - - 7 7 7 7 7 35 - 5 5 8 3 S 5 4 ] it 72 IO - 6 45 3 7 7 4.5 3 - 5- 5 45 33 - - - 14 12 10 - - - - - 0 6 4 - - - -� 7 7 5 5 5 $ 4 - 14 2 10 - _ - - I- B.5 T5, 4 35 - - 7 53 3.5 - - - - - 5 5 35 - - - - 14 i1 10 - - - - 05 7 4.5 3.5 3 - - - 7 7 7 7 6 3 - 5 5 S 5 S 45 35 16•-0"14 12 10 - 6 43 J 7 65 4 - - - S 3 4 3.3 - 14 TS 8.5 75 - - - - - 7 7 4.S - - - - - 5 s 4.3 - - - - FLORIDA BUILDING CODE (High Velocity Hurricane Zone :711147 67 2017 EASTERN METAL SUPPLY,INC. +Li` .`li 4... �� x"'-':. BERTHA HVTM A Accordion Shutter System 1=77 C O Txc. _ ■ KV. MADE HT1 W1 OR W/O KV.WNDON MADE / American Shutter Systems REV.No DESCRIPTION I CAN IDRAWIJ BY: O.L IN[ TILLIT TESTING & ENGINEERING COMPANY ' • 6733 N.N.31%,SL,5b.AS.NRC11N GROWS.11DR41A 7316 Association, Inc. t OLD 16-080 8/02/1 DATE: 08/02117 (303 071-1530.Fee: 30.55 071-1531 4260 Wast Rood3 Drive '-' ( ) 2 DRAWING No • LJ 1.: - I'L till- .0- V196t Pat.Se..h, FL 33+07 3 Q��•,ft�{�iQ�'•. .,g, E6-0006719 Phone:(800)432-2204 . Foa: (561)209_8360 4 17-122 WMIER A RLLe Jr.P.E. --•d.£a � Et )DAt£ FLORIDA Lic.6 44167 5 $1SHEET {�� 61 1 14 OF 20 :..1.•: a r .qt .i i t 2[f :. r . i :Il/ •:. :ir .:: '.ir i ,. tlli [I' r' .,.. :al . i7: :I.t :i .�• t fir "I'l °� MIN 14 xj'.I.IUWliI`i,E©�i���i© m r�mmrm' MAN= Em oomm : mm mm. $ , mm cis ■r■ ���m[DE1C/f37ri�Mt��1mCaO�p L�AmmpOfOpF7F!]®OfdOOpFdJ®fes] ®II70Qf0 n6/0000fJpE�lp mOOOQdmi53mE�Or�OQm m OCti® OI�[lr:7t� mEsra�Q�pm®m 0[Y mm�annc�nsommaAur�om�Qi��c�oto�a000n����iim�anonowmm���oA mmmEa�mmno�mmimmno ont 'mmnMnnn doKEmsN 9a lumen In Kill po mtmca = ern ®mmvpnn mmmoQorpp�n mmo = q Elmn UN��"�imOOEa mmOr» QOQQQ®�ammmaora�In HIM Qf2©�o 6r RUN= Ii3E7 n IErmMmmm 03m [f7RfQOd []OE1E1ElE� ® mmr�r f6� n ®m[frOK� 4 tm�E�foQaomrmmoQp onm�iF13Or7oa0ina� DEao®� m®A R®m"mnnnmmmmm � E � pEl m1910 mmc "MIMnmmOQu"HUMMIS3m Qi7i# ausmmEEQ�inO Mwfl ann=mc"w==o mmm an Qf�[kl©mmmmm • OO m lE� p d mmp Ef�ann�JmE�OCin�mmmmmm QUQ�I"MmuQ����OQ�n��R>IQ�a�O [C#mm[EQQOCf< mm� n nmmiE7lm" MM O ""=M 0m"99 n mf OOOCr �nnnOmmmm =Ml df ) mmmm mmna na��mmaa Will �ur��naan m� °m�=arsorn�sm�mn�na® om�HwHummmE�n�ino�m®mas mm�nanacrmimm ®Oaa R17ITIMr3P'�OfSORAWN mO m�OaaO mf®@�7us nnor ®�rnianio�a�®�M�ia�rrsEo�=111111meaiaa�iim�mon��rimooaoda 8�nmovo mmeoonn mmnM n . 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G-0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH U H RN 1N No. SPRUCE PINE FIR PINE 1/2' MIN. COX 02D�/c�,ppM��INFIG-0.65, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ LAIN. G=0.43 W/ MIN, G=0.36 PLYWOOD MIN.A. .50 W/ MIN.G=0.43 W MIN. 0=0,38 NAauuu sPArt(n) WALL MOUNTINGS CEILING MOU14T T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS B.O.WALL MOUNTINGS H.O.WALL MOUNTINGS BA.WALL MOUNTINGS M. N, O & R FLOOR MOUNTINGS M, N, 0& R FLOOR MOUNTINGS M. N. 0 & R FLOOR MOUNTINGS W & X W & X W & X P & 0 S&v 5&v S&v AS4 tt4R TEGRif FFtS4ktM ASa TS7tutast 7RiSPF FAir.t�)tsn M1 Eu0.t oP1iC tA�c(piJ+.wT[E4N achoa7 J¢w.Re(PFI ua asci P.OBa o4E19.r_n2N: Iia aeT.F>EncGi R�li Fine l5na57i Sc�Ctt w1QFi rme(F!j Lso.psDl a.ane 1!!'581;rmD(d,A.wAw.rcm1Nwit RtDJE uee 1.6 un nsal Nruu R7Sas£wTc iy.� 30 40 60 75 90 05 30 40 $0 75 90 DS 30 40 60 75 90 05 30 40 60 75 9a 05 30 40 60 75 SO 05 30 40 60 75 90 OS 30 40 60 75 90 O5 30 Z 50 75 90 05 30 40 60 75 90 85 30 40 b0 75 90 d5 -0'OR LESS 12 110 110 9 8 18 6 6 6 6 6 6 12 101 1019 1 8 15 6 5 6 16 16 6 12 10 10 9 88 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• 12 10 10 9 B 8 6 6 6 6 6 6 12 1011019 8 8 6 6 6 6 6 6 12 10 to 9 8 8 6 6 6 B 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 112 12 112 112 112 12 12 10 10 9 8 6 6 6 5 6 6 5.5 12 10 1019 8 B 6 6 6 6 6 5 12 10 10 9 B 7 6 6 6 6 6 5 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 1212 12 12 12 12 12 12 0.5 8'-0' 12 tO 10 9 8 8S 6 6 6 6 5,5 4.5 12 10 1019 0 5 6 6 6 .5 S 4.5 12 10 f0 9 6 3.5 6 6 6 ff S 4.5 6 5 4 4 3.5 - 12 12 72 12 12 12 t2 t2 12 12 12 12 12 12 12 t2 10 8.5 7'-0' 12 10 10 9 6.5 4 6 6 6 .5 4.S 4 12 10 1019 5 3 6 6 6 5 S 3.5 12 10 10 7 3.5 - 6 6 6 5 4 3.5 6 5 4 4 - 12 12 12 12 12 12 12 12 12 12 12 10. 12 12 12 OS 8.5 7.5 8'-0' 12 10 10 7.5 4.5 3 6 6 6 5 4 3.5 12 10 10 6 3.5 - 6 6 5 .5 3.5 3 12 10 10 4 - 6 6 5 .5 3.5 3 6 5 4 - - 12 12 T2 12 12 12 12 T2 12 12 11 9S t2 T2 Ls 97 7,5 j. -s 12 t0 to 5 3.5 - 6 6 5.5 .5 3.5 3 12 10 9 14 6 6 4.5 4 3 3 12 10 4 3 - - 6 6 4.5 4 3 3 6 5 3.5- - t2 12 12 f2 12 10. 12 12 12 11,5Ts-8.S T 12 10 8 6.5 S.S 10'-0' 12 f0 75 4 6 6 5 4 3 - 12 10 6 J 6 6 4 .5 3 - 12 10 3 - - - 6 6 4 3.5 3 - 8 5 - - 12 12 12 12 11.50.5 12 12 T2 r0_'TS 7.5 12 72 9 7 6 5 7t'-D' t2 SD 5.5 - 6 5 4.5- - 12 10 4.5- - 6 5S 3.5- - 72 t0 - - - - 6 5,5 4 - - 6 5 - - 12 12 12 12 10 8.5 12 12 12 9.5 8 7 12 12 8 6.5 5.5 4.5 aLt 12 10 S.S - 6 6 4 - - 12 10 3.5- - 6 5 3.5- - - 12 7D - - - 6 S 3.5- - - 6 5 - - - 12 12 12 1.59.5 $ 12 12 it 8.5 7 6 /2 .5 7.5 6 5 4 72 TD - 6 6 - t2 10 - - 65 - - - 72 7.5 - - 6 4.5 - - - 6 4.5 - - - - 12 12 12 iD. 8,57.5 12 12 t0 8 6.5 5.5 12 0.5 7 55 4.5 4 6 S.S - - - 12 7 - - - - S.S 4_S - - - - 12 7 - - - - 5.5 4.S - - - 6 3 - - - - 72 12 12 9.5 B 6 12 12 9.5 7.5 4,5 12 9- - 6 - - t2 - - S - - 12 - - - 5 - - - - B - - 12 12 tI 9 7.- - - a 12 12 8 6.5 5 3 11.59.5 5.5 4.5 3.5- _ Q.HV BLADE OR 61) HV BLAU WZ tf�A HV WINDOW BLADE WORKING IN UNISON* s SEE w;ATwNs iTErcR e�E Tau sNEv+4 a + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. I.ANCHORS TO WALL.FLOOR OR SOLID WOW SOFFIT SHALL BE AS FOLLOWS: 3.SUBSTRATE SHALL,CONSIST OF THE FOLLOWING: -SOUTHERN PINE No.2 W/C-0-55(N.O.S) i/CO''IAP ANCHORS,AS MANWACTUREO BY I.T.W.BURDEX W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/G-0.50 OLDS.) EACH SECIIDI ON SHEETS 16&17. -SPRUCE PINE FIR NORTH W/0.0.43(N.D.&) DtCEPOON:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/0.0.36(N.D.S.) -MRF.1/2•COX PLIIWDOD(1986 APA) 2015 2.ANCHORS ID HOLLOW SHALL BE AS PER MOUNTING TYPE V.SHEET 17 AND SHALL CONSIST OF IDG SCREWS AS PER Nps 2015 SPECIFICATIONS. ARSR5LINSTALLED rDLLOWING ALL OF THE RECOMMEND471D45 AND SPECIFICATIONS OF THE N MANUFACTURER, FLORIDA BUILDING CODE (High Velocity Hurricane Zone) A '. t)t1/_ tU 2077 EASTERN METAL SUPPLY.INC. C �*�,• �,,, A■�■ .A■ BERTHA NVR# Accordion Shutter System is Hv.BCADE#1 w/O(t w/o Hv.tNNO�'1 -~� American Shutter Systems REY.No DESCRIPTION DATE DRAWN BY. N.L. d• TILUT TESTING & ENGINEERING COMPANY Association, Inc. i OLD is a6o e/oz/t GTE oe/oz/n 2'M1 t C-. 6355 N.N.361h. 5)M.305, .Fem1:(305)9,1-153 731E 1471-ITE � 4268 YFocl Roods Drive 2 Fhene:(305)871-1530.[4A (305)871-IS]1 DRAWING NO URrcaoaauom West PoMn Beoah,FL 73407 y 0RID( �4kA1+' EB-oo06719 Phone: (800)432-2204 . Fax: (561)209-8380 4 17-122 L jsT t�'•7,�,�... ''C,ft'.� I7 HALTER A TIWT 4G P.E. p E.LS`�1Y 1�� `^{ tE FLORIDA Ua.f 441&7 5 SHEET' ""+Y St^ 6 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 0) HV & 9 HV♦ BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE In ONLY SHALL BE LIMITED TO 105, psf. A.S.D. DESIGN PRESSURE RATING, SEE SHEET19 FOR MAX SPAN & A.S.D. r-tj<¢FAPCON WON ADVANCED DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 1 WORKING iN UNISON FI/1"T IT./1"T FORM TECHNOLOGY i,. _ _ t lV/1 1/2 Ntn,PENETRATION - --•1/410 TAPCON WITH ADVANCED OF 744READED AREA TO ^-.�^n J TNflEAOFORM TECHNOLOGY 1 ! EXISTING WOOD HEADER. - �• 17/ f 1/2'MI..PENETRATION i .'• _ (SEE SCHEDULE ON SHEET 15) OF THREADED M ,<D OR 70 Lmt� �� ' , OR Q� EXISTING WOOD HEADER. TO{2A55(SEE (SEE SCHEDULE ON SHEET 15) SASE w aN`�,w 17 OR 18 r- 1/4'0-20x5/41 S.S.MACHINE SCREWS E7DSTING �—• ITFM attlE,77A4D tt I -•71'Iflt LW 9'iEET 19 7'917 I 1 1 i EO F EO W/ 1/4"-20 NUTS 0 t2'O.C. CLASS .H1g ,' !_.l.:J OA)5 1 WALL- .; ' l ,ice I + _ FlttISH: ISI •7 wuL z i'•..,.),.�_-.• FINISH N� o+�\ ..;,—OPTIONAL fJ •-, •t 2 IXISnNG IAIN. ,a: . FINISH r W�'C,1121,.111L1 -^-� WOOD 7 OR iL1 ;'�='"� EXISTING NIH. W' ' HEADER REQUIRED I '7 '- - --21x4"WOOD . �7/4b TAPCON WITH ADVANCED EXISTING ' HEADER REQUIRED W TNRFADFORM TECHNOLOGY C1A55} MJL SFPA'tAllp! I t W/1 1/2'M.PENETRATION 507IDSAE TO O.ASS SEE t L MIN.SEPARATION 2'x3`CONT.Silt ` OF THREADED AREA O S Ei TO CLASS PLATE REWD. 4— 11 FOa�ALE(I AND I j EXISTING : SEE SCHEDULE ! MIDWIDTH OF WOOD PLATE. 1 ON SLEET 19 FqT CLASS— ON SHEET 77} i (SEE SCHEDULE ON SHEET 15) 7 Etl+OESL,8.7�A ._ _ HV WALL HEADERI INSTALLATION V WALL HEADER INSTALLATION iNSTALLATION T MIN.SEPARATION t 1 MIN.SEPARATION EXIS'TINC • TO GLASS TIT GLASS GLJ55• tARt SEPARATION i I, } i (SEE SCHEDULE r, --• -"70 GLASS EXISTING (SEE SCHEDULE �! x EXISTING ON SHEET It) 2'x4'CONT,Ii -(SEE SCHEDULC GLASS­ ON SHEET 11) GLASS-= 1 WOOD PLATE,` ON SHEET 1 t) Mi ' Z REO'D. - _ 1/ab-20v5J4"S.S. I 1/410-20x5/4"5.5. MACHINESCREWS vr/ MACHINE SCREWS 1/4'-20 NUTS O 1 USING 1j4'-20 NUTS t ���FINISH I• \ '� 12'D.C.^1 L 1 tI. .• 1? i II I 1 Oat 8 l�iT oA 18 ' �73} 1 r•"' _ `•��� 2x41 CONT.-•::: 4 I } '�-� WOOD PLATE I J ' I-EO--E0.7 REDID. f �1 Min.- r�! �,• X11 �'-1 ,-T/4'0 TAPCON WITH ADVANCED 1 4'0 TAPCON WITH ADVANCED �--lj4b TAPCON WITH ADVANCED r 7HREADFORM TECHNOLOGY i/ TECHNOLOGY J ^`. WJ 1/2'Min.PENETRATION OF t THREADFORM IYPg THREADFORIA TECHNOLOGY ' THREADED AREA INTO PLYLY000• j,', W/ 1/2"L11n.PENETRATION OF NM* SHEET 4 FOR TYpICAt J 2'x4"COPT. Yr/ 1 1/2'A9n.PENETRATION l �. ,--51tt PLATE OF THREADED AREA 6 (SEE SCHEDULE ON SHEET 15) .••• - �l ,�`� THREAD IA AREA IMO PLriV000. SHUTTER ASSEMBLY. .REO'0. �'!A!1. ACOtNOTH OF HOOD PULE. i EXISTING LAIN.2'x4"STUDS -- t (SEE SCHEDULE ON SHEET IS) 2-MDUNTINC SECTIONS CACI BE COMBINED IN ANY WAY TO _ = ` FINISH (SEE SCHEDULE ObT SHEET 15} •s C 16'O.C.NAIL.REQ'D v--"—. i -1 j2'MCI.COX PlriY000 REQ'D. PLYWOOD TO BE ATTACHED TO t/Y MIN.CDX_, '-WALL FINISH SUIT ANY INSTALLATION. EXISTCIG LAIN.2x41 STUDS 0 16"O.C.tW.REO-0. STUDS IN ACCORDANCE WRH PLYWOOD RE0'0, �t,J PLYWOOD TO SE.ATTACHED TO STUDS IN ACCORDANCE SECTION 2322 OF THE F.B.C. \.%HY WALL. SiLL INSTILLATION WITH SECTION 2522 OF THE F.B.C. •SEE Ll'6hONS OF USE OF �P HV WALL SILL 1 7�J,LATION friiA JjY �YALL SILL INSTALLATION 6 E'9.ON SHEET 19 FLORIDA BUILDING CODE (I{i fi Veiocity Hurricane Zone 0 2017 EASTERN METAL SUPPLY.INC. �> ;,ZEN, "•,��'� BERTHA HVTM T C TICCIT TESTING k�NGINEEORINC~COMPANY A,S,S,A• Accordion Shutter System `'`L'• ' #: w/OR w/0 KV.wtt•¢aow RADE Amsrioan Shutter System REV.NO DESCRIPTION DATE OPAR14 GY: P.L. "„q,�•'.. (,T�';� / , O015-080 jo2j1 DATE: Ge/W/,7 =•ZT'. a353 k.N.300.St..Ste.365.Y hnoo,FKCO%.IOWA 3319 Association, the_ r^• 4` 4268 Wast Roods Drive 2 Phone (JOS)9N-1550.Few:(505)871-7537 DRAWING No •if�1•.•• Ai ,.•',•� 711 a-m'E tmecoOooLcom West PC Th 8000h,FL 33407 3 .J�JI�••.�••�.'Gly IT27 wAL7EE-A. slitLIT sr.P.E. Phone: (800)432-2204 . Fox:(561)209-8380 4 1�—122 511;1�4j'URt fOATE FLORDA Lia d 44167 s SHED' 6 16 OF 20 INSTALLATION DETAILS-ON EXISTING WOOD BUILDINGS FOR J) HV & a HV* BLADES AS APPLICABLE MAX, SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE M.ONLY SHALL -WALL FINISH BE LIMITED TO .105.0 psf. A.5-A DESIGN PRESSliRE RATING. SE S E 19 FOR MAX SPAN & A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE Ql)& WORKING IN UNISON 1/4"0 TAPCON IN EO EO—2,uw� ADVANCED THREACIFORIA -EDGE(IF APPUCABLE) 4.6'(Min.)EXISTING- 1/2*Min. BEAM REQUIRED. TECHNOLOGY W/I 4: PENETRATION OF THREADED WOOD STRUCTURAL ADEQUACY AREA TO EXISTING WOOD OF EXISTING WOOD BEAJAEXISTING WOOD HEADER. 1/40-20.3/4*S.S. TO BE CERTIFIED SIT ED (SEE SCHEDULE ON SHEET 15) PHILLIPS TRUSS HEAD REGISTERED ENGINEER OR TRUSSES OR Min IN SCREWS RAFTER 0 24" AACI S ARCHITECT PRIOR TO 1/2' W/ I !<nlZZ&E= NUT SHUTTER INSTALL.ATION. D.C.REQUIRED 4 a 12'O.0 I PATH N 1/4-0 TAPCON WITH .Z " 13 OR ADVANCED THREADFORFA EXISTING SOFFIT 7--2 TECHNOLOGY W1 1 1/2-Mi.. Max.THK. 5 • PENETRATION OF 1HREADED Max- AREA TO Exisnmo WOOD 4. �EO ED-, -ED -E S14.3/ CONT.ALUM.TUBE (SEE SCHEDULE ON SHEET IS), 6*D.C. (6063-T6 ALLOY)Vl/ (3 LAO SCREWS TO -OPTIONAL S/ or @ or(15) A) CH L I ER OR TRUSS. or or @ LOCATE LAG SCREWS AT MIDWIDTH Of EXISTING WOOD ING MIN 2.4' ------------ MEMBER,(2 UK VOUTRAL WIDTH) EXISI'l ER REO!O MIN.SEPARATTO I OPER SOLE AT EACH- W/2"Min.PENETRATION OF GLA CLASS STUD TO ACCEPT THREADED AREA VALID FOR S/lVIO LAG SCREW INSTALLATIONS H 72 per To GLASS= AT CENTER OF MAX.A.S.D.DESIGN LOAD AND (SEE SCHEDULE ON SHEET tl) EXISTING TUBE.WL SUyAnOR 9,-Ol MAX.SPAN.THIS To mms Tom M.soawroxi INSTALLATION IS ONLY VALID QS HV WA4 "OR 8.9C rOI ie;. 'I EXISTING MMMMIR I FOR WOOD W/MIN.SPECIFIC L HEADER INSTALLATION CLASS�11 FOR MADEQ0 GRAVITY OF ILSO AS DOUGLAS 10 0 R FIR OR SOUTH FIN PINE No.2. OR EQUAL. Harm OR& 1-SEE SHEET 4 FOR TYPICAL SHUTTER ASSIEVIRLY, 2-MOUNTIC SECTIONS CAR BE COMBINED ;jjHV CEILId INSTALLATION IN LL— 'U HV CEILING INSTALLATION IN ANY WAY TO SUIT STA ANY INSTALLATION. 4- OR .041W SEPARATION MIN.SEPARATION TO CLASS EXISTING TO GLASS (SEES (SEE SCHEDULE ON SREET 11) M.I CLASS' Oil SHEET I (D ALTERNATE- ANCHORT EXISTING WALL- LOCATION CLASS—. 2*.6'IAIN.WOOD 3/l/T, N. #10.3/4'HEX -DEC RE43UIRED FIN11 / . 1/4'.; .1 a". 11 --WASHER HEAD TEX (NONFINISH ALLOWED) Max, SCREWS 8 12' f7 2*xS' AN.WOOD DECX REQUIRED(NO —EDGE OF 0 K IF APPLICABLE _Rg FINISH ALLOWED) 1 2' --ED Eo-' 1/4-0-20.3/4'S.S. EDGE OF !. ' TAPCON WITH '-1/4-0 TAPCOH I PHILLIPS TRUSS HEAD IF APPLICABLE THRMFORIA WITH L EDGE TECHNOLOGY W/1 1/2'Min. !l-4z AV04 CEO THREADFORM Min. MACK114E-SCREWS 27 MIN.- t 2 MIN. OF PENETRATION OF THREADED TECHNOLOGY%V1 1 1/2-Min. VJ/1/4'-20 NUTS OCK IF PENETRATION OF THREADED 0 12"D.C. 2-,4-CONT. 1 �� APPLICABLE A V MIDWIDTHI OF WOOD SILL PLATE AREA 0 MIDMOTH OF WOOD 1/4-0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY - PLATE. R 1 1/2'Min-PENETRATION OF THREADED AREA INTO WOOD DECK- (SEE C EOULE ON SHEET 15) PLATE. W/ S 15) ♦F*11 llZlllIl lll'l.l OF ��X.HV WALK-OVER ON (SEE SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET .E SHEETIDN I HV WALL Sitl INSTALLATION, it)HY FLOOR INSTALLATION FLORIDA BUILDING CODE (High Velocity Hurricane Zone) Q 2017 EASTERN METAL SUPPLY.INC. BERTHA HVT?A N Accordion Shutter System E IT 7r q�6 ,.-, A.S.S.A MADE#1 W/OR W/O KV.WHIM MAX TILLIT TESTIN Arnetican Shutter Systern. REV. DES REIIIN W.", DRAWN ft Uj__ G & ENGINEERING COMPANY Asso FED 1-1 ciation, Inc. OLDDATE. 03/02/17 355 11.0.at..A. 305,MRGM DIAPERS.fLOR50A 33k6C 4268 West Roads Drive Ph... (JOS)871-IMO.Fo.:(305)871-13 1 OI�AIIING No 45 .-St ILL., w'... WG.t PONT% Setch,FL 33407 ES-00 5719 Phone: (800)432-2204 . Fax: (-Q209-03 I I I .......... WALTER ATR.UT Jr.P.0 'QC FLORIDA Lie.8 44167 17 OF SHEET 20 � , ^ - solaul ON 11 FOR GLAXT.A10 • •GENERAL I,1MIrA¶ONS AND CONDITIONS OF LSF FOR FIER HA Mt Sc-@—2'a1Al UNISON WITH W WI Pm +•Li2� -- p t.MAX.A,S.D.06tGN PRESSURE RATING;+110,-170 p4.1.a c (�D /YD (UYU 2.MAX.;NUTTER SPAN:96. 3.ALLOWED MOUNTINGS:A 0.O&H ON SHEETS 8,7:AS WELL AS 1t MOUNTINGS t4 0.T,U&WON SHEETS tS&17. ONLY CENTERMAT.g 21&BOT13 W/Flli OR 2A ARE ALLOWED WITH 2�1 ' y 1�. j ARR�j�EO Rt A OR DP INC U il7T.tN CwSf OF OPFO NG J IZYOUT,(SS)MUSE BE INCLUDED ONLY AT EMERIOR ACCESS SIDE OF „ CENTERMATE. C�«/�!Jm 'Ja12Q 5.(A) WINDOW BUDS QSHLLL ONLY ALLOW A Lt4KINUM OF S OPENINGS f r! (3'0 HOLES)FOR PER BLADE AT SPACINGS SHOWN ON SHEET a. TYP.EA ENA { �• (B)MIN.CLEARANCE FROM TOP OR BOTTOM EDGE OF HV WINDOW BIADE IA Q I OF ANY 3'0 HOLE FOR(9 SHNl BE 12% MAK,5 WAT HV /L1 ALLOWED AT NV,,,, v. (C)FIRST OR LAST BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE IA WINDOW BLADE 1 ... n (B)HY WINDOW BLADE it MUST BE USED ALTERNATE TO A SOLID KV SLADE(1 v THPOWUrHOUT SHURER•S WIM. ' C17jtERMATES SIDLE ALWAYS BE INSTALLED AOIAf.EtiT 14 A SCUD HV c (RUDE l AT FTIHER SIDE OF THEM. m9x 'j (F)PoLTCApBDNATE NY WINDOW BE INSTALLED SOTABS FACE DG ROTECTED.W WI MUST BE SEE ENDCOUN /"� ONLY 2NSr ONLY AND LOCKED USING AP SETTING TOOL P. . BY ASSA, CGraDETNLS ON SHEETS);'I' IE (\�Lj} ; 10& IB ttP. G SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WINO FRAME ' FlA1 HEN:Hf. i tA1 15 6N$Z BLRLDINC5 ON SHEET 15,AS LIMITED BY SPAN AND GESIGN LOAD(SEE NOTES j A' P 4S SFyttC I &2 ABOVE), I C8 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED .. l HIRE L L c� CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12&13 AS LIMITED BY I +� SPAN AND DESIGN LOAD(SEE NOTES 7&2 ABOVE), ' D.MINIUUM SEPARATION TO GLASS SCHEDULE i ;(SEE FLAN FOR RECUIREMENTS) 1�,,,• _ O N 35—TYp TOP&BOTTOM W -1z:AASHUTTER SPAN MINIMUM SEPARATION TO GLA59� —KtNUMOED%tot EL VATION UKSI3VR/T.CN TO txASS EXISTING GLASS— '('� SCNFDLi,E ON eJCFi f N2 FW _ AVD O.V MS 9!EEi FOq fAfOPS Q.'&_t�- .� .2.0d2\ t g T R ATE OPPOSiNO CEN7ERMATES t2T:fl W,[y&ffiERIOR 0HS0 5+ 5A1 r^, \ D 2.��OR I$ 'SEE NOTE 4 ABOVE) TYP. SriN RICA EENTERMATES 1211 i41 :�' W!t2l'OR 7.AND w/a5(SE).`NDIE a A..) ~fir TYPICAL 1'1 HY BLADE WORKING IN UNISON WITH HV WIDOW BLADE t'A• SHUTTER"' N A'wiltr" FLORIDA BUILDING CODE (High Velocity HurfiCOne Zone 7711•��y�A. I��t �� m 2017 EASTERN METAL SUPPLY,INC. a73�P.: y ` f,. - BERTHA HVTL s Accordion Shutter System A s �` 1 L E C d 1 N e. ■ H V. JXADE#1 Wj CR W/O FIV.N1DDOW RAM American Shutter Systems REY.Na DESCRIPTION DALE DRAWN BY, NCL TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I pw 15-0e0 e/02/17 LATE: 08/02/17 •U $)fi}t{)E sass rLw.3e;•.sL,sta 303.-- GrRpTNs,TtamDA 331 1268 Wast Roods Drive x irj `44 , PLAn.:(3os)871-1530.Fax (3os)971-1731 DRAWING No IAlece000Lcam West P01m Beath,FL 33407 3 q�f ��':�sLIr+//•//77.�..�.A�•^'.����Cy�'`V 117 vrAffiR l-000670'9litur .P.E. Phone:(800)432-2204 Fax: (867)209-13180 A 17��16„G FLORIDA Ua.d 44157 SHEET19 F 20 1 47EOUIREO MINIMUM VARIES_ INSTALLATIONS W/ M HV BLADE & HV CENTERMATES 1 -12.000'Max. '61a i :f2^A O.D35'THICK v T- /2 ASRA A-653 GRADE 40 2'MaK. INTO METAL STUD WALLS ` Nin,C-60 GALV.STEEL W 43b 45!D p- METAL STUDS AT 16.OC, . + -_------ O 6 G.c.< 40,. 41 0 3a 1,44"q NOMINAL - 2101 1 I '------- t/2" '75" 38 * F ALUMINUM SLEEVE ' 1'I R 'I'}{ f{(,` 6063-T5 ALLOY = t!Min.: j' `43o f 12 L N SYSTEMINSTALLATION Td METAL �GTI�D WALLSFARA710N TO CLAS SCHEDULE --3°°°' LReouwRm N,NunIM , 13/4'.6 1/4•K 0.035•THICK Min.M 43C i 0 6'O.C.j_, + T�_�F CONT.GALV.StFEt TUCK CHANNEL I ASTU A-653 GRADE 40 lin.G-60 1 o s•o.C„ 1. MAX. A,S.D. DESIGN PRESSURE RATING: +75, - 75 p.s.f. MQM• GALVANZCD FAStCINO ro STUOS ; ;EXlsngc FIN 39 1 MINIMUM 1 w/{2})6.tfx'T10t sCREAs off I CO TING CABLE _ 2. MAX. SHUTTER SPAN: ea" SEPARATION + aJc LENGTH 4 1" INTERIOR h EXTERIOR FACE I w TO GLASS i MIN,SEPARATION ++ Ex15t1NG GLASS y To GLASS - 3. ALLOWED MOUNTING: M@ ON THIS SHEET. 43 /4"DJ-20X3" BOLT (SEE SCHEDULE) _ 43 ,�„ 3 1/4" 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED MUST PENETRATE 3c t" + EXISm1G FINISH m AS APPLICABLE i WITH 21 AR GEQ A S METRICAL LAYOUT. REQUIRED MINIMUM USE 0 (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE 3/4•.6 VIZ•.ams^mlcrc NIn.L o s'o.c.tl 1 1 can,cALv,STEEL TRACK cxANNEL I INCLUDED AT XTERtOR OR INTERIOR ACCESS SIDE OF 43c 43a -- N ASTM A-633 STEN 40 Min.C-60 '' '' 1 '• CENTERMATE. - WLLVANI2ED FASTENED TO STUDS I � '' + o 6^O.C. � n1�' I ,p I w (2)/S.1/2^TEK SCREWS ON t , ,1 G (.ar lot a EXTERIOR FACE 1" S 1 ' ," ' L1/4"0-20 THREADS ' -I - BLADE SLACK DETAIL HVF IS VALID ALSO FOR 43 " C 1 " 12 CENTERMATE 21 APPLICATION WITH BLADE __ _ _ /z 1Q PRODUCTS_.EAB-LOK HO UZ REQUIRED MINIMUM ,a, i 43b 11/2•A 0.035'THICK _VARIES (1 6• D.C. COMPONENTS Nm.ASTM A-653 GRADE 40 2•Etc.. Min.G-TU GALV.Sr.EL IvtS WALL HEADERISILL INSTAL ATION EXISTING FINISH AS APPLICABLE SCALE: 3/8"- 1` 5 METH.SUDS AT 16.O,C. c (TYP.TOP&807TOM) 7 3f4-.6 1/4".0.035'THICK Min. �R (' '--'—'-' '--'• —— _ —— — — ' GGNT.CATV,STEEL TRACK CHANNEL EXISTING GLASS ^" - - - - -r I (-.. - + - - !ASR,A-653 GRADE 40 Min.G-60 GALVANIZED FASTENED TO STUDS i SYMMETRYCA SYMMETRYGAL ' ' 1 I ' W/(2)y'6Xt/2'TEK SCREWS ON ' 1 430 436 43c ' + I MIN. SEPARATION VARIES I INTERIOR k EXTERIOR FACE • I I I , , , , , j , 3 CENTERMATES W/ 1 1 CENTERMATES W/1 ; To GLASS z• I t a + ( I I I , (SEE SCHEDULE) MDA. + , I I EXTERIOR ACCESS SIDE INTERIOR ACCESS SIDE; t 6•(TYP.) MtL Sl)E I=(1 QA55 LN I� MN.:TPARATION m sass I(\I x/U+9CE LOOC(`-FE 9]FD3L} 'I .Wf RR9rF_1071(gE 54t1U31 I 24 --------- ----=--__=_ --_-_=__-__= 1 2/1 91201 9 Florida Building Code Online fx BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Fads Publications Contact Us j SCIS Site Map f Links search Florida _ LF*0-%r i .µ Product Approval l• USER:Public User Product Approval Menu>Application Detail FL# FL1850-R11 t :•.«; r:;c7 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley lrodriguez@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 4 Evaluation Report-Hardcopy Received II, Florida Engineer or Architect Name who developed the Walter A.Tilsit,Jr.,P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Henry Kampmann Jr. � Validation Checklist-Hardcopy Received Certificate of Independence FL1850 850 R11 COI AMERICAN SHUTTER SYSTEMS,INC. DRAWING 17- 102 CERTIFICATE OF INDEPENDENCE PDF Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2005 ASTM E1996 2005 ASTM E330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgs9%2f%2ftCOhpJQoelShOCDrrdDsZb2inLQgznMcxp%2b7HAWw%3d%3d 1/3 12/19/2019 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 10/03/2017 Date Validated 10/13/2017 Date Pending FBC Approval 10/17/2017 Date Approved 12/12/2017 Summar y of Products I FL# Model Number or Name Description 1850.1 Bertha HV Accordion-Blade 3 Extruded aluminum blades folded together thru knuckles and (HVHZ)Drawing#17-103 retained by tracks to provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 Ri 1 11 AMERICAN SHUTTER SYSTEMS ASSOC.,INC. Approved for use outside HVHZ:Yes DRAWING 17-103 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST,.PDF Design Pressure:NIA Verified By:American Test Lab of South Florida,Inc. Other:Large Missile Level"D". Max span Is 12'-7"for 35 psf Created by Independent Third Party:Yes positive ASD load and 13'-0"for 35 psf negative ASD load for Evaluation Reports one specific condition shown in span tables.See additional FL1850 R11 AE AMERICAN SHUTTER SYSTEMS ASSOC., loads and spans on engineered drawings. INC. DRAWING 17-103 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party:Yes 1850.2 Bertha HV Accordion Shutter Extruded aluminum interlocking blades retained by tracks(top -HVHZ-Drawing#17-102 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 R1I II AMERICAN SHUTTER SYSTEMS,INC, Approved for use outside HVHZ:Yes DRAWING 17-102 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYSTEM.PDF Design Pressure:N/A Verified By:American Test Lab of South Florida,Inc. Other:Large Missile Level"D".Max.span is 13'-2"for 30 psf Created by Independent Third Party:Yes positive ASO load w/o window blade, 16'-0"for 30 psf negative Evaluation Reports ASO load for HV1 blade w/o vviraAMERICAN SHUTTER SYSTEMS,INC. indicated on schedulg.414- MZt"4Q;r_FVALQATION REPORT.PDF ,Tre'et 12.And 12'-3"for 30 psf DRAWING 17-102 positive A,9PA0r&"w­/o window blade and 15'-5 for 30 psf Created by Independent Third PaS leaVOrgIA—SD load for HV2 blade w/o window blade.See sheets mber 12,25,28 and 28A of installation drawings for other spans and pressures. 1850.3 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks(top 1 1 Only(HVHZ)-Drwg# 17-122 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 R11 11 AMERICAN SHUTTER SYSTEMS ASSOC.INC Approved for use outside HVHZ:Yes DRAWING 17-122 BERTHA HV ACCORDION SYST..PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida,Inc. Design Pressure: N/A Created by Independent Third Party:Yes Other:Large missile level"D".Max.span is 16'-0"and 14'-9" Evaluation Reports for 30 psf ASD negative load depending on centermates and FL1850 R11 AE AMERICAN SHUTTER SYSTEMS ASSOC.INC lockingrod configuration for the HV1 blade,8'-0"for+64,-72 DRAWING 17-122 PRODUCT EVALUATION REPORT.PDF psf load for HV blade for Keystone mountings 7'-0"for+75,-75 Created by Independent Third Party:Yes psf for metals stud mountings and B'-0"for 110 psf.for HVI, and HVIA working In unison.See sheets 7,11,20 and 19 respectively of installation drawings for other spans and pressures, Contact Us-.:2601 Blair Stone Road,Tallahassee,FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Co right 2007-2013 State of Florida.::Privacy,Statement::Age�Wri Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The 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: www.floridabuilding.org/pr/pr_appjfl.aspx?param=wGEVXQwtDqs9%2f�/�2ftCOhpJQoelShOCDrfdDsZb2inLQgznMcxp%2b7HAWw%3d%3d 2/3