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HomeMy WebLinkAboutPLANS1. BERTHA MY, ACCORDION SHUTTER 9YS ENI SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.EO.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014 (SIT, EDITION) OF THE FLOWN BUILD= CODE THIS ACCORDION SHUTTER SYSTEM SINl NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL 13E OEIMINffD AS PER SECTION 162E OF THE ABOVE MENTIONED COOS FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL BE MSTAUFD WITH A DIRECTIONALITY FACTOR Kd--MM USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (A-&D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 TH M 15. 19 & 20. N ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETFAMIED PER ASCE 7-10 SHALL BE FIST REDUCED TO A.&M DESIGN WIND LOADS BY MULTIPLYING THEM BY OJO IN ORDERTO COMPARE THESE W/ MAX. (AS.D) RESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19 & 20. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS PLED., AS TESTED. WERE NOT OVER STRESSED. A 33 $ INCREASE N ALLOWABLE STRESS FOR WIND LOADS WAS 'bQ' L USED IN THEIR, ANALYSE HOWEVER, A WINO DURATION FACTOR CDm1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. BERTHA H.V. ACCORDION SHUTTER SYSTEMS ADEQUACY FOR WIND AND LARGE MISSILE iNPACr LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: —HV BLADE @ 10214.01-03. 10715.01--03. 01004.01-05. #1214.01-05. &317.02-06, (0309.01-10 AND 1021MOI—I I AS PER TAS-201. TAS-2D2 AND TAS-203 PROTOCOLS AND ASM E-1886 AND E-1996 STANDARDS (MISSILE LEVEL D. WIND ZONES 1, 2 & 3) & #1220.01-70 AS PER TAS 201. 203 & 203 PROTOCOLS LARGE MISSILE —FIN WIDOW BLADE ® J0505.01-08 AS PER ASM E 1886 AND E-1996 (MESSING LEVEL 0. WIND ZONES 1, 2, 3) BASIC PROTECTION ONLY AND 8 0725.01-88 AS PER TAS 202 PROTOCOL 2. HN BLADE Di AND HV WIDOW BLADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LMTATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 3. BERTHA H.V. ACCORDION PINS (HV SCREWS). USED AT BLADES MUCIOE AND FOR DIRECT MOUNT CONNECTOR TO TRACKS SHALL BE #14x275' AND $14x1.75' RESPECTIVELY. 410—HT M@NMUM SERIES STAINLESS STEEL SCREWS WITH 135.0 kd YIELD STRENGTH AND 18D kal TFNS6P STRB49M PNL4 SHALL BE COATED WITH BERTHA HV OA(ROSHIEID COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPUCATORS. REGISTERED WITH AMONCAN SHUTTER SYSEMS ASSOCIATION. PINS MUST BEAR THE HV MARMNG ON THEIR HERD. 4. ALL ALUMINUM EXIRLISIONS SFWl BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063—T6 ALLOT IS 30A W AND 35.7 kxi FOR 6005-75 ALLOY. 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 k9i MN. YIELD STRENGTH AND 90 Is1 MN. TENSILE STRENGTH. AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. S. DOLTS TO BE ASM A-307 GALVANIZED STEEL. OR AIM 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS: HV BLADE iO - 12.1414.15 AND 20 HV BLADE 0 & ® WORKING IN UNISON: 12. 13 & 15 B. THIS BERTHA H.V. ACCORDION SHUTTER SYSTEM BEARS A U.S. PATEN #6.779,582 COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATEN /S'458,179 ISSUED TO EASTERN METAL SUPPLY. INC 9. IT SHALL BE THE RESPOMSI ILff OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER 6 TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRWTUR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHEN REMAIN. THR U FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF HUWOCANE WARNINGS HOME OWNS. TENANT. OR OTHERS, MUST PROPERLY CLOSE ALL HV AND NO CENTQ81ATES AND ENGAGE OR LOCK ALL HV AND HD LOOKS. 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.83 OF FLORIDA BUILDING MOE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELINGTO COMPLY WITH SECTION 1710A2 OF THE FLORIDA BURDING CODE. 12 SUM N.V. ACCORDION SHUTTER SYSLEIYS INSTALLATION SHALL COMPLY WITH SPECS INDICATED N THIS DRAWING PLUS ANY BUDDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPUm TO. 13. (a) THIS PEA. PREPARED BY THIS ENGINEER IS GENERIC AND DOES Nor PROVIDE INFOWWOION FOR A SITE SPECIFIC PROJECT, I.& WHERE THE MILE CONDITIONS DEVIATE FROM THE P.E.D. (b) CONTRACTOR M BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCE. BASED ON THIS P.E.D. PROVI)ED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETNLED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONIRACLORS RESPONSIBILITY. (C) THE P.E.D. WILL BE CONSIDERED MAUD IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (EO.R) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE PLED. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.O. ENGINEER SHALL SUBMIT 7D THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) ORIGINAL P.EO. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL 84GR41R OF RECORD THAT PREPARED T. m' 'nUIT p •, '� OF TESTING & ENGINEERING COMPANY � Im xa asl. SL. Sta. als. Avcn4A rJa00Hs Mites ]] Ph=$ : (3054)671-1530 _ Fox - (305)071-1531 c- E%GAa00 tYALIFR A TIWf „ONAL P.E. SEAI���iTURE/DATE Jr. P.E. nD�' Ur -°TIES' TABLE OF CONTENTS :.:1 1 .1 : 1 Q L�`tA GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WIDOW BLADE & WINDOW DETAIL AREp.2, jjj/ BLADE (1) AND W WINDOW BLADE (W (WHERE APPLICABLE) TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A—F, CONCREIVBLOCK SHEET 6 INSTALLATION DETAILS G—M, CONCREIVETLOCK SHEET 7 CENTERMATE DETAILS HN SHEET 8 CENIEWNTE ALTERNATING DETAILS HV SHEET 9 END CONNECTION DETAILS 1-6. CONCRETE/BLOCK SHEET 10 MAXIMUM SPAN TABLES BEET 11 ANCHOR SCHEDULE— CONCRETE & BLOC( SHEET 12 ANCHOR SCHEDULE— CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE— CONCRETE & 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 TYPICAL SHUTTER ELEVA71ON SHEET" 19 BY st. Lucie County THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA v®s®w American Shutter Systems Association. Inc. 4268 Westroads Drive West Palm Beach, FL 33407 2015 EASTERN METAL SUPPLY. INC. Accordion Shutter System KV. BADE #1 W/ OR W/0 LTV. V11N]DW RARE MNG No 5=085 rat 1am01r IL.� ® - a � 0 31 _J0 365" 85Y 4 999' 5458179 tUA HV WINDOW ®LADES LIMITATIONS OF USE OF BLADE ® ON SHEET 19 6065-TO ALLOY AND TEMPER (�)HV ADJ. FLOOR TRACK QUALIFIED FOR USE W/ HV BLADE (1� 6063-TG ALLOY AND TEMPER 11 HV CEILING HEADER QWUFIED FOR USE W/ NV OLADE(i)ONLY SEE SECTIONS FOR VALID 6063-T6 ALLOY AND TEMPER x X YYHt 1' 1' A62•' 1® SIO , ANGLES QUALIFIED FOR USE W/ HV BLADE ( 6063-T6 ALLOY AND TEMPER ®HV UNMERSAL FLOATER QUALIFIED FOR USE W/ HV BLADEQI 6005-T5 ALLOY AND TEMPER 3.226' 1.SOd fi1: .065' 697' (j)HV ADJ, ADAPTER W/LIP QUALIFIED FOR USE- W/ HV BLADE (D 6063-T6 ALLOY AND TEMPER 1® HV HEADER/SILL QUALIFIED FOR USE IN HV EI E41 ONLY 6063-TS ALLO AND 7EMPE ALUMINUM ANGLES QUALIFIED FOB, USE W/ NV BLADE (iJ ONLY. 6063-TS ALLOY AND TEMPER P.E. QUALIFIED FOR USE W HV BLADE LI 6063-TG ALLOY AND TEMPER ®HV WALK —OVER TRACK QUALIFIED FOR USE W/ HV BLADE 1)) 6063-TS ALLOY TEMPER OOMPONENT A B T1 T2 Q 2' 5" MAX 1/8' 1/8• 1® 2' 5• WX 0.1W 0.192' 2.5' 7' MAX 0.190' 0.190' ® 2' 5' MAX 0.139" 0.131' WJ - : * STATE OF FLOROT, eCn_• •••••'ilJ .ate fl-L FE c�—o—, N —c TIUIT TESTING & ENGINEERING COMPANY SM KX 361R SL. fife. = VMMN (ifWM5. nMWA 31 Phone : (M5)871-1530 _ F" : (305)971-1531 e 1: 6ltaao®ed.00m E0-00a6719 WALTER A THJUT Jr. P.E nOR®A Oe. 1 44167 14 HD WALL HEADER/SILL QUALIFIED FOR USE W/ HV BLADE 1Q ONLY. 6063-T6 ALLOY AND TEMPER % I Y t 27 2' 0.125• 3" 3' 0.090, CORNER POSTS ALLFlED FOR USE W/ HV BLADEQ) 6063-T6 ALLOY AND TEMPER Am3wS S N American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 ® 2015 FASTER14 METAL SUPPLY, INC. 1wir. s ■ "P% 77 r TN Accordion Shutter System ITV. Fa erc #1 W/ M W/0 KV. WINIOW BLADE AWING No 15-085 iJleff' 2,14 !- PLAN cFRONT EIFFARON LOCKER FOR -T- LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADEQONLY 6063—TS ALLOY AND TEMPER ® HO CENTERMATE W/ QUALIFIED FOR USE W/ HV 6063—T6 ALLOY ANO T_Eb (SEE USE W/ HV 0 I&NSTALLATION WILL R� REO RE A 7/16' HOLE DRILLED AT TRACKS FOR PROPER EMBEDMENT I 6063—T6 ALLOY AND TEMPER MY MALE "To K ®C .4-SW 1 QUI AUFED FOR USE W/ HV BLADE 1ONLY ® HV EMAIE iM LOCK CENTTERMATE 6063—T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE`.,ONLY 6063—T6 ALLOY AND TEMPER' MI 6063—T6 ALLOY AND TEMPER wi5ro ® HY 3,18-0-16 ACETAL THUMBSCREWS QUALIFIED F 1 11 T h V BLADE LIZ, * C P.E. ® HD CEO QUALIFIED FOR 6063—T6 m n ® W LOCK QUALIFIED FOR USE W/ HV BLADE (D & ® ONLY. n N an' ® HV -To LOCK QUALIFIED FOR USE W/HV 13LADE (D ONLY. 'c a QUALIFIED OR USE BLADE D & ® ( te' ta' 60' AF(ER RIVETING BEFORE RNEEING I JA" s-20 RIVNUI* *SOaM 94µ,A MMIM (2024-73 ALL0r) URGE HANGE t SREET IWaa. PART 0 n=. AS wwUFACRIRED 6Y AVM CFMW 7WORN. PAFWPM NEW JERSEY 07054 OR EQUAL ® HV ALTERHATME LOCK QUALIFIED FOR USE W/ HV BLADE (D ONLY. Ep- I \J 1-THUMaiURN CYONDER OR KEY Cri1NDFR 0.675, 16n. 1 .725' Nex. --ZM—I/4-o ® OC " 0-20 AISI 304 BY REGENT HARDWARE MORITSE LOCKS SERIES 2333 HOOK BOLT LOCK. i.THUM13SCR QUALIFIED FOR USE W/ HV BLADED& QA asp_ 5 ' ,�! � RORIDA BUILDING CODE (Non High velocity Hurricane ® 2015 EASTERN METAL SUPPLY. INC. /T LTE C �0, m c KE tw ` TILUT TESTING & ENGINEERING COMPANY � oss N.W_ 3Rd ST. Sb. 705. vmcm G-m64 nD10N 33 ` Phone : (305)971-15250 . Fos : (3DS)a71-1531 a nsdL WtecoOwLw it111111tt\\\ WALTER A TUff Jr. P.E. �-.— FLORIDA Lic. i 44167 vS®VsAA. American Shutter Systems Association. Inc. 4268 Westroods Drive West Palm Beach, FL 33407 ®1 i.W9 w wmzp% "w TM Accordion Shutter System. FLY. BLADE #1 W/ DR W/O HV. WINDOW HADE !AWING No 15-085 SHUTTER ASSEMBLY SCHEDULE FOR HV HV HV 13LADE 1 (lb HV BLADE to ® HV LONG RECESSED NYLON GUSHING ® HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER ® HV WHEEL CARRIAGE AISI 302-303 SERIES 0.8707z3/16" THICK NYLON WHEEL 0.188'0 AISI 302 SERIES S.S. RIVETS ® HV 1 3/4' ACCORDION PIN W/ #8 HEAD ® HV 2 3/4" ACCORDION PIN W/ #8 HEAD x` ® POLYCAR13ONATE IMPACT RESISTANT HV WINDOW >a (1) HV PIN C) SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 0 OR HV ® BLADE. ! (!)OR ® I 4 or (sw Now M oUIREMENIS; i! Ij. 5pq ® Cam N LIB TYPICAL SHUTTER ASSEA/BLY N.T.S (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1D Po 3z4• BLADE WHEN CORRESPONDING TO INSTALLATION '11', SHEET 7. Oa (3) HV PIN ® OR 0 W/ 1/2' O.D. 1/16" THICK S.S. WASHER irP O SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. 8� SHEET 9 mo _ 9ml MACE•8 HOME (TP) s' 187s' .aszs• :�� * POLYCARBONATE IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCAR13ONATE RESINS, UV -STABILIZED GRADE OR SABIC INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE "F" ON SHEET 19). POLYCARBONATE SOURCES FOR Wpm PImPNMB$ AP� STANCAM MfY tm few SPECIFIC Ckw" MEISMI CAl- ASIM urns amu wu. am M lvlm YaD STF03 M 1 a= 9.400 9+ 9.5w P.L nEO-WL STRUMI AT TW AM Q199 12AM Ps+. 14400 pal r<maMi. Mouws state Asn [M 344" P+ 34%= Pal. NoTow om AMU oms is R t. 17 R- M CV Am DZ343 47.2 z 6VI z MAX WE CF wxwx Agm cm FI QA$ C-1 CLASS Sfli' lv8118M A5114 MM IM T 980 � 20MARM AS7Y CIS 1091 SWOM 1 A F AM S8 =a Pu am pal. lw>sp SMSS 86VIE bfATIQlA1G ASP1 838 E1E1 Psi 8880 paL - .. q, DER ATj ® 2016 EASTERN METAL SUPPLY, INC. ���� Accordion Shutter System a �N�• ��®KY. BADE #1 W/ OR W/0 KV. WNDMV 9_9CE �r = KW- >an. sL. s>a am. voc�M. raloffrs. � s31 Amerlcan Shutter SystemsUqM DATE MWM Uf- Ul- OF nLTESTING # ENGINEERING COMPANY Afsoclation4 Inc. , OLD 11-1s2 4/13/is DATE: 4/13/1s O•• �'^7E : • *� a� Mw. ORIDp : t�����' Ph " ` (3os)Wt-1s3Q . Fu c (3d4)071-1s31 4268 Westroads Drive 2E —DRAWING No e-mosoaW.wm West Polm Beach, FL 33407 3 WALTA. TUff79i._ P.e 4 15-085 P.E. g`i*;7a;1( 01URE/DATE rT�A ®u1e7 s SHEET ON 10 & FULL M OF CORNER CENTE.RMATE TYPICAL n HV BLADE SHUTTER ELEVATION N_T.S. * NOTES ON HV LOCKS AND CENTERMATES' 1. MANDATORY CONDIBON /1. ONE HV LOCK ® or 0 SHALL BE USED AT 1/2 OFSHUTTERSPAN FOR ANY SPAN OR 124 ABOVE OR B&OW 112 OF SHUTTER SPAN FOR SPANS UP TO 105'. AND FOR I AT ANY ELEVATION. HV LOCK" or 0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHED TO OR CENTERMATES W/(2) 1/4'0-20 x 1/2' LONG FLAT HEAD S.S M.& LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2. QE IF DESIRED. FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES. UP TO TWO HV LOCKS ORqqMAY BE USED AS AN ILiSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CE 6150 ATES OR ® SHALL. BE AS INDICATED ON NOTE (1) ABOVE LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. JZ IS USED WAWA H.b LOCKSI LOCKING RODS 0 ARE NOT REQUIRED AT_tiURRICANE POSITION. BUT MAY BE USED IF DESIRED M ENHANCE SHUTTERPERFORMANCE LOCKING RODS Qp OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. MANDAMW CONDHION dt ONE FN LOCK 0 BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT AW E]EVATK*L HV LOCK or SHALL Be USED AS AN OUTSIDE OR INSIDE LOCK. ATTACHED TO 0 CORNER CENIFRMATE W/(2) 1/4 0-20 x 1/2' LONG FLAT HEAD S.S. MS TWO LOCKING RODS AT TOP & BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL. SHUITER ELEVATION. MAXIMULI SHUTTER SPAN SHALL BE DETERMINED As PER SCHEDULES SHOWN ON SHEET 12. 3. • ONE ALTERNATE ITV LACK LIA1N BE USED IN UEU OF HV LOCK or FOR ANY SPAN. AND INSi TIONS AT ANY ELEVATION. AL NATE LACK 0 MAY BE USED AS AN DE OR OUTSIDE LOOK. ATTACHMENT OF 1/4"0-2W/4' SS. THUMBSCREW TO 0 OR 0 CIENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4' ALUM. RNNUT AS SHOWN ON SECTION HVE, SHEET & ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. 6..e4a, MW CONTTB #3 MR KEYSTONE M'M INTIMO MMMJATIM ONE HV 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 9r. AND FOR INSTALLATIONS AT ANY ELEVATION. HV LACK 0 or @ or 0 MAY BE I AS AN INSIDE OR OUTSIDE LOCK. ATTACHED TO 0 or 0 SYMNEURICAL CENIERMATES W/ (2) 1/4'-20 x 1/2' LONG FIAT HEAD SS MS. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/ OR @ TOP AND BOTTOM IS COMPLETELY MANDATORY. *NOTES ON HV mil'" LOCKS AND CENTERMATES: 1. SBCpXp A3MM To MANL1A7 M COWfl= #IVAM ONLY FOR HV AND CENTEI MATES ® AND ONE ALTERNATE HV i' LOCK 3MAY BE 1 WED IN LIEU OF HV LOCKS 0 OR 0 FOR ANY SPAN AND it�sTATATIO AT, ANY t1EvnTtaN. ALTERNATE LOCK Y BE USED AS AN INSIDE OR DERIDE LOCK. ATTACHMENT OF LOCK Qq INCLUDES LOSING REWFORCING LOCKER V . AS SHOWN ON SECTION HVG. SHEET 9. WHICH MUST BE CONNECTID TO CENTERMATES 0 AND 0 W/ 1/4 0-20 x 1 1/2' LONG SS THREADED MOLT W/ 7/0'0 x 3/32' YANGNUT OR W/ 1/4'0-20x1' S-S-MS. INTO A 1/4% s/B' "MUT MAY BE INSTALLED AT MIDSPAN OR 12- MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCIONG RODS 0 TOP AND BOTOM IS MANDATORY. *NOTES ON HD LOCKS CE TE : /� 1_ ONE ALTERNATE HD LOCK(j MAYBE USED IN LIEU OF }UV LOCKS OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE HD LOCK 0 MAY BE USED AS AN INSIDE OR OUTSIDE LOOK. ATTACHMENT OF HD LOCK 0 TO (IS W/ 3 IS x 3/B' F.H. SS.MS.. AND INCLUDES RO1ffORCEMETT INSERT ® AS SHOWN ON SECTIONS HDB-HV0 AND -MUG, SHEET 10. LOCK MAY BE 967ALIED AT MIDSPAN OR 12' MMMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS ® IS COMPLETELY OPTIONAL tLUKIUA [SUumb Lvut wan nlgn ■elocny nurncurie &one `y��• EFt A. Tk 11%. 02015 EASTERN METAL SUPPLY. INC. BERTHA HVu may, 1Q. E �. ®lac. .�.�. . ILv ��aoEO iw1 CIR W Shutteron KVWl��m systems MY. Up DESCRIpnox DATE DRAWN BY-. M.L. TILLIT TESTING B ENGINEERING COMPANY Association. Inc. 1 OD 11-192 +/13/1s DATE: 4/13/1s a = STATE OF �� R3s� xut 3HR 3c, s. vasmR aAxoats BCIW1 331 Pnor, c (sa6)671_7s..0 . Fax - U3os)g 1_7531 4268 Westraads Drive z DRAWING No .K`F: •, J�RI `.� a-mva UtecoecoLom West Palm Beach, FL 33407 3 �.......�YULTEEB �� PE 4 15-085 Off, ONAL `1AL�` FTDROA Ua. Ii 44167 B SHEET P.E. SEftJfWRE/DATE 6 5 OF 20 E UK to E DR ®� —( ) G1us l AON. SEPARATION Ta t1A55 I ' E70SONG--(--(SEE SCHEDULE ON SHEET 1 , MM. sEPARn11orl m cuss SEE SCHEDULE ON SHEET 11 rncnNr_ � 1 I @0 1 � M. SEPARATION 10 GLASS `MIN. SCHEDULE ON SHEET 1 DOMING W/ 1/V'-20 NUTS O 12. O.C. HV WALL HEADER INSTALLATION AIM. SEPARATION TO GLASS iEE SCHEDULE ON SHEET 1 OPTIONAL L n a 1 VE 3 -- R® 1/4'C-2D 0/4• S.S. PHILLIPS TRUSSHEADCONCRETE ANCHORS 1/4 MACHINE SCREWS USINGL4�)NCRETE ANCHORS 1 �. I/r-20 NUTS a 12' O.C. (SEE SCHEDULE OH W/ POURED CONCRETE (SEE SCHEDULE ON SHEET 13) fin, OR �� OAK 51+(fr 13) OR CONCRETE f IDM ANDS RLDUIREDWALL REQUIRED HY WALL SILL INSTALLATION (SEE SCHEDULE aNPOURED C(;SHEET 14) F HV VUA�� SILL INSTALLATION - OR CONCRETE RLOCK WALL REQUIRED EO HV WALL SILL INSTALLATION NOTE FOR COMBINATION OF INSTALLATION DETAILS W/ 1- SEE SHEET 4 FUR TYWCAL SHUTTER i E D. - EWE DISTANCE SEE UM ♦ RATIONS OF USE FOR �j\ �- 2A—MOU�MIY NG SECTIONS CAN BE COMBINED (� SPEGFlGTIONS ON SHEET ,� BLADE ®aN SFIEET 10 LIJ H V`' BLADE IN ANY WAY TO SUIT ANY R6TAUARM. CODE (Ron high Velocity hurricane Pone E `�0, c. OF •., ���` TILLfr TESTING B ENGINEERING COMPANY p lass N.,L A, SR. xi+, VNc cnmats FL(I M Phu : (30S)B71-1530 . Fax ; (305)871-1531 rrrr1111 NIj%% .E. SEALJS�«�JATURE/DATE FLORIDA Lk. If 44167 American Shutter Systems Assodafion. Inc. 4268 Westroads Drive West Palm Beach, FL 33407 OR NUTS O 12' O.C. ® "IS EASTON METAL SUPPLY, INC. �En I HA HVTM Accordion Shutter System KV. 11ADE #1 W/ CR W/o H.V. MWN MADE )RAWNG No 15-085 SHEET s or 20 OR ,R3 TO L ISM 33,10"1Ea n muo UN KV CEILING INSTALLATION W HEX HEAD EWS a 9' O.C- 0-20 S.S. M.S. NUT a 9' O.C- POURED g OR ®* OR — 10OR ®� easnNG CLASS- 5/4- HOI WASHER HEAD iCREWS 0 12' O.C. REIE ANCHORS SCHEDULE ON SHEET 13) EDGE OF SLAB F 1/ m ansa I n e EDGE OF SLAB IF APPLICABLE APPLICABLE POURED p-s� CONCREEDJ FIAT KEW CONCRETE ANCHORS CONCRETE (SEE SCHEDULE ON SHEET 14) REQUMEO FLAT HEAD CONCRETE ANCHORS REQUIRED . D. D- - (SEE SCHEDULE ON SHEET 14) 11 .j¢tENCH INSTALLATION VAL10 ONLY FOR UP TO +70. -75 PSF A.&D. ® HV FLOOR INSTALLATION t OI HV WALK —OVER INSTALLATION 3l STING & FOR SPANS PER CONCRETE ANCHORS �_ w MESS (SEE SCHEDULE ON SHEET 15)ADVAROED Ism Ln'LT nMl tAxw p ION sty ,,, TDama99r OR 1/4-0 CORERS FXWieM WPER+ N10p6 W/ ,W. 1f> 10 i 1 3/4' MI. SGEOMEW 0 r SEEm®M¢ an ,,, ac FUR uP 10 s'-nr s W AND I r ac FOR SPN+s LARGER 71M a 0 12' O.C. 4a3 1 1 4' SD.S 39� 1 1 •, •. ,/4'1-2m3/4" SSW 9' Q C. 1 -- - MOH- a tY O-C _�� .:-± .• 20D' MIN. WALL7RW (OeCOhptNE ,771 j EDGE OF. :'•.t:-• EB: 59L1 SLAB IF� -' E �14x3/4' F-H. S.D.S- ` : + f. A14F. 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WNDOW Ef WE 1 OLEI 11-192 4/13/15 DATE 4/13115 2 DRAWING No is-08% SEE END WALL 10 & Is sM Naps ON uXMM RM ®, W Wets® - ouT IN `r EXISM GtAW INSTALLATIONS W j 1 HV ** ^W ALTMWM W WOK ®ON SW 5- - I- WK 9" DMA FNF W VAW MR ALL BLADE W Hy CENTERMATESEo OR SEE END WALL CONNEMON 3 1/4 �..,. _ 6 1/2' 7. (sosa-Te aumt uwa. OStNG 5 MM YCA a11c1F w (2) 1i4Y TAt coR . ' ,/2 a OPP )( ETR C fo ,..I, CENTERMA ES :�yc - CENTERMATES tuN, sEVARATN,N CON(7iL,E . _ (mp/B rom) h jias3/4 S.Ms a 1Y - - (a�1ax1/z' sus To 1116E o,c tv11 ,��- HV -COCK of t251 w,! HV COGKXz.or Ar eAo1 nRcaE (lw) 5 ' . L 35 * 3 * OW s mr 11 IN 3 r AID ® 3 a 4 Y ..: ®- . . OUT. ®''w *. -.., Q•_®ex�+®°°p.®ve. -HVA - - - - 08®a «w POURED CONCRE,E OR �trm.TOS SYMMETRICAL IN . "6+�;����+® $ +®©+®Q®•�,.E>aS71N 1, CENTER f HY RMATE? s r®+j MIN. SEPNWIaN, OOUNTT — —.—J GLASS 1• CK �6�e.. o _ �c.:� (sue sH=(E ON s11EEr 11®+® cSSCHMU' I N' OPaf)RAL _ _ - ..OUT ANa+oRs — -- — - -.---- — ' C 1 , VAM Es - or OUT cRI GIVE HVF** _ HVD ' RMDA BUnbN CODE(Mon High Velocity Humwne Zane Mttili - 2t)15 FJSTiRN .METAL INC. ;.: .. Accordion Shutter stem ■■ �O�sSNA Fiv tyME p W/CR W/o IiK-%mmm 9xx TILLIT TESTING Q ENGINEERING, CONPAPIY American Shutter Systems o naR uA1c vPAWN 9 1u .o STATE OF �; ears ran. 3LA Sl. sl. - k men MOM R>Smn 331 Asada fion. Inc. , OLD.t1—taz./la/ls o,nE: a/1a/1s .-tpT pti,,,, : (sos)tnI-1530t-1531 4268 Westrood9 Drive � DRAWING_ No f�ORIDQ .: ��'` =mom® �oo�lm�,a .. West Palm" Beach: FL 334 7 a 15-085 �V, Ss/� IF �`%N WA3Mt A.k % . 167 S .. .SHEET P.E. 'it �E/DATt a a ` OF 20 INSTALLATION In HV BLADE OUT —IN-] �� °°"�"m i 6eA0e ms1.�c e>Ereu �. NDeDum � stir & � HD CENTERMATES ON Sou. 2E UM Va" THS ®,®m DSMIAT0N DEML If4 9MV M 11ffi i ©•o-®a©-o•®- >a ,�' ® 35 x 3 A4�W T)& .nvc n1P1 el _ 5 ! /1m,SIa'Swt / tL--________________________ ae M Laaw. 2� * IN (mil /�.HV. �T,"... n (a) 1v. ( O * _ ___ ---- IN (4) xv. Pus mP.) iaPROW 3 * Sff NDiE 6 fi1R IIV LOLlC® . r lost. oR sHPE1 s. .. j' S 9444 MI W/ w2a-T3 AUDY) WrE Pw+Oe na gwur mirso . PARF f emm. AS UANUFA RFD W A Ce TDMM PARWPEW MV .fix au OR ®VAL s ©0 HV i' LOCK (OUTSIDE) P.E. OUT 0-20 x 1 1/2" S.S.M.S. 7/8"0 x 3/32" WINGNUT. i HVG* a Il c HQB-HYB OUT SYMMETRICAL HD CENTERMATES W/ LOCK (EXTERIOR) u - ' HDC-HVC SYMMETRICAL HD CENTERMATES .W/ ft LOCK (INTERIOR) * sg wrF.s ae eexemn � [� a RD ®e.oas exe s�F e wen M ALL emuauWs APRr m t e 0 Hurricane C 2015 E49IMN MEAL SUPPLY, MC. TATE OF 'L �C ®��� TILLT TESTING do ENGINEERING COMPANY �6 1ax. 369 se. SW M. VMM cxmor Ftopm 331 Phwea ; (305)671-1530 . Fin ; (305)871-1331 �00MIS1•Wm WALIPR A. mur Jr. RE FtDe°" 1 9 44167 Elk nSmS.v American Shutter Systems Association. Inc. 4268 Westroads Drive West Palm Beach, FL 33407 TM Accordion Shutter System RV. WM #1 W/ GR W/O FLY. WINDIDN BALE DISCF mw DA1E D21w1 sr ALL , OLD 11-192 4/13/15 UVE' 4/13/15 \`.� 'OtNAL�:``� I�i'�'7�fNR1anIRF/I14TF 2 3 No D 15 G085 < 6I SHEET POURED CONCRETE OR CONCRETE BLOCK WALL REWIRED L CONCRETE ANCHOR' 9 16' O.C. _ ED05,F GLASS,�rz 2' MIFL MIN. SEPAWOM EO FA TO G ASS (SEE S4fDUE CH SI-M 1/16"x3' MAX. 11 FOR MAE ®APO (6O63—T6) CONr. (IDCATE AT ) ON ffEEr 19 FOR WM: d) & QSy) ALUM. CLOSER PLATE (LOCATE F O)51� AT ulk O ) 1/2' NLN. j10x1/2' SALS. (taxi/2' S.M.S. _____ a 16' O.C. 0 16. O.C. 11 W af. j• e � v XN END CONNECTION DETAIL 50 CONCRETE ANCHOR 0) 12, O.C. 2• MIN - CEN 00 STATE OF yAssfONAt�� P.E.'"it}A'I KO — POURm CONCRETE OR CONCRETE 'BLOCK WALL REQUIRED E)(ISTING GLASS wN. SaWATIO N < TO GLASS (SEE SCHEDULE ON S¢Er 11 FOR BADE ®AND ON wfE7 19 FOR MADES0 $ O SEE DETAIL X F01i SIDE CONNECTION TO TRACKS POURED CONCRETE OR CONCRETE BLOCK WALL.REOURED JEXISTING GLASS f — — -��E WL m a�� 11 FOR sLADE®AND ON SHEET 19 RR BIAOES ®& Q� i USE 1' OR 2' MAX (AS APPLICABLE3x2'x1/8•xO'-2'• —___—_ ALUMINUM CLIP ANGLE (60W—T6 ALLOY) AT MIDHEIMST� (1) Q10x1/2' S.M.S. TOQ& (2)1/4.0 TAPCONS ANCHORS TO WALL AT 1' O.C. (LOCATE AT OR EITHER SIDE OF Q) °®®©•� 8 •®" SSDETAIL X IDE CONNE CTION CTION TO TRACKS L—V`U•Q�V•V'Y�' END CONNECTION DETAIL 03 POURED CONCRETE OR GLASS5,,, CONCRETE BLOCK WALL EXIS11 i REQUIRED 1/2' MIN. m • . l 19 ♦ SEE LDd ATIONS OF USE FOR BLADE 0 ON SHEET 19 ®m®®V� 7Om 8O�•®m m /1-1-LIECOine.\ T1LUT TESTING & ENGINEERING COMPANY G= H.R 3 St Ste. -M% VMM GARMM RDFOA 33 ptme _ (309)071-1530 . Pox i (30 )571-1531 e-mal 6xeee®awi ED-0006719 WALIER A. 11Wr in PE FLORIDA Lie. / 44167 CONCRETE OR CONCRETE BLOCK WALL REQUIRED ExtsnNG GLASS L IM SEPAMON TO MASS (SEE SMrLL•EON %W 11 FOR OAM19 ;") 1D 04 SHEET FOR r o&a 0 END CONNECTION DETAIL U $ REQUIRED ONLY FOR SPANS CRENTER THAN PLAN DETAIL X A.a.w® American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, Ft. 33407 CODE Non High Velocity hurricane Zone ® 2015 EASTERN METAL SUPPLY. INC. BERTHA HVTM Accordion Shutter System I'm MAX#1 w OR W/O NV. MM BJIOE AWING No 15-085 MAXIMUM SHUTTER SPAN* "L+' OR "L-' (ft.). FOR INSTALLATIONS W/ ® & ® or or W/ ONE H.V. LOCK ®or ® or or HO LOCK ® W/NO LOCKING RODS or CENTOWATES ® & ® W/ ONE HV -T- LOCK ® W/fW0 LOCKING RODS ® TOP & BOTTOM SEE NOTES MA,mtw A-= DESEN FteMRE Po°910 (P�) CONCRETE & WOOD INSTALLATIONS 0 WALL MOUNTING FtmR/CBUNG MOUNTING L4 06 L-(III Lt OQ L-QQ OR L 16'-0' 16'7 16--0- 16'-0' 35 14'-10' IV -I(' 15'-r 16'-0' 40 13'-TW IS-10' 14'-2' IY-2' 45 13'-1- 'Is-1' IV-4' 14'-3' 50 55 60 11'--4' i P-4• 11'-7' 12'-4' 65 10'-1o' 70 W'-6' I 10'-6' 10'-9" 11'-5' 75 1' 1' 10'-4' 11'-1- 80 9'-70' 9'-10' 10'-0' 85 W-6' 9'-6' W--9' 10'-5' 90 9'-3' 9'-3' 9'-0' 10'-1' 95 9'-0" 8'-9' 9'-2' W-10' 100 6'-9' 8'-4' 9'-0' 9'-7' 105 8'-7- 7'-11' 8'-9' 9'-4' 110 8'-4' r-7' 8'-7" 9'-2' 115 W-Y r-3- 8'-4' W-11' 120 8--ow6'-11' 8'-2' 8'-9' 125 r-10' 6'-r 8'-0' 8'-S 130 7-8' 6'-5' 7'-10' 8'-Y 135 r-7' 6'-e 7'-9' 140 T-5' ' 5'-11- Y-7' Y-8' 145 7-0' 5'-9• r-5' 7'-3' ISO r-2• 5'-r r-4• r-0- 155 r-Q' 5'-5' 7'-2' 6'-9' 160 6'-11' 5'-2' r-1' 6'-7" 165 W-10' S'-1" 7'-0' 61-4' 170 8'-9" a-11' 6'-11' 6'-2' 175 6'-7' 4'-9• V--9' W-O' 180 6'-6- 4'-8' 6'-8' V-10' 185 6'-5. 4- 6- 8'-r 51-8' 195 6'-3' 4'-3' 6'-5.' S'-5' 200 6'-2' 4'-2' WE; 5'-3' 205 6'-1' 4'-1' 1 6'-3" S'-I" MAXIMUM SHUTTER SPAN* 'L.+' OR 'L-' (fL) FOR INSTALLATIONS W/ ONE HV LOCK or ® or W/ NO LOCKI RODS (SEE NOTES t. tt) A ADemm PROMM RAMsc Ct DER �) CONCRETE & WOOD WALL MOUNTING 3 FTODIVOEMING MOUIOINB L4 ( L - (I) 30 16'-0' 16,-0' 35 IV-10' W-10' 40 IS-10' 13'-10' 45 13'-1' 13'-1' 50 12'-5' 12'-5' 55 11'-10' 11'-to- 60 T V-4' 11'-4' 65 10'-10' 10'-10' 70 10'-8' 1o'-6' 75 10'-1- 10'-1- 80 9'-10' 9'-10' 85 9'-6' 9'-6' 90 9'-3' W-3' 95 91-0' 8'-9' 100 W-9' 8'-4' 105 W-7' Y-tY 110 8'-4' r-7' 115 W-2' 7-3- 120 W-o' 6'-11' 125 71-10• 6'-W 130 7'-B' 135 7-7" 140 Y-8• s'-1,• 145 r.T' 5'-9' ISO 7-2' 5'-7• 155 r-0' W-5' ISO 6'-11' S'-2' 165 6'-t0" 5'-t' 170 6'-9. 4'-11" 175 6'-7' 4'-9' 180 6'-6' 4'-W 185 w 5' 4'-6' 190 6'-4' 4'-5' 195 6'-3' 4'-3' 200 6'-2' 4'-Y 205 6'-1' 4'-1' IMUM SHUTTER SPAN* 'L+' R 'L-' (fL) INSTALLATIONS SYMMETRICAL JAMS &t W/ ONE HV LOCKS OR W/ NO LOCKING ODS (VAUD FOR MOUNTING Q SHEET 7) MAIDIVY As Dmev FFMSSM R o oR i) CONCRETE INSLYLAIMM FLOOR/GOUNG MWNRNG FLOOR OR MOUNTING L4 3o Is'-0' 35 15'-2' 40 14'-2- 15'-2" 45 IX-4' 14'-3' 50 12'-3' 13'-1" 55 11'-1. I V-11' 60 10'-2' 10'-I1' 85 9'-5' 10'-1' 70 8'-9' 9-4' 75 - 8'-9' IMUN AMN LEGEND CONCRETE & WOOD MANS09Y WALL A. B. C. D. E. M. N. 0. P. Q. MOUNTING F. K & L R. S, & V. ING ,H, 1. I1, T. U.W&X G ig & M O MAXIMUM SHUTTER SPAN 1+" OR -L-' FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 105 psf. AS.D. DESIGN PRESSURE RATING. t HV CORNER CENTEI MATE g3 MAY BE USED AT ALL MOUNTING INSTALLATIONS_ LOCKING SPECIFICATIONS SHALE BE AS INDICATED ON MANDATORY CONDITION #2 NOTE #5. SHEET 5. tf EXCEPT THAT MAXOLuM a UTTER SPAN 1+' OR •L-• AND MAXIMUM &S.D. DfDNG PRESSURE RATING INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS:' 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64.-72 p.s.f. AND 8'-0' SPAN. MOUNTING MOON SHEET 7. SEE SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1" T HV BLADE (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE AS.D. DESIGN PRESSURE RATING. L-: MAX ALLOWABLE SPAN FOR A GIVEN NEGATIVE AS.D. DESIGN PRESSURE RATING. (2) PROCEDURE TO DETRMINE MAXIMUM SPAN FOR WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: GIVEN A POSITIVE ASD. DESIGN PRESSURE RATING. DETERMINE MAXIMUM SPAN 1+' FROM SCHEDULE GWEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING. DETERMINE MAXIMUM SPAN 'LFROM SCHEDULE FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM DETERMINED SPAN BETWEEN 'L+' AND -L (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COM81NA71ONS IN BETWEEN WALL MOUNTINGS W/ FLOOR/CEILING MOUNTINGS: FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE RATING DETERMINE: L1+- MAX- SPAN FOR WALL MOUNTING INSTALLATIONS. L2+- MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS FOR A GIVEN NEGATIVE A.S-D. DESIGN PRESSURE RATING DETERMINE Lt MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 12-- MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN 'LI+ '1.2+", 'Ll-' AND 12-' GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM )WAB E SPAN AND NEGATIVE A.S.D.. DESIGN 5wRE RATING TO DETERMINE MAXIMUM ANCHOR n High Velocity Hurricane 2015 EASTERN METAL SUPPLY, INC. ., " •'L(/.; "-,* y....•..' .; 9, P� • %` = 'SIAlE ar '� •P""--' , FCORIOP.•��e��'C� �. ln.rr �� nF.uT TESTING & ENGINEERING COMPANY 6= NN. J�h St. S 3M MCNA GARMM RDRVA 771 OPhm.: (305)871-1530 . F= : (31L5)871-1531 o-ma1: 47toco8.d.rnm EB-0006719 YULTER A nun 44r. P.E. LUrJ �PM UM 9 14167 wu ����� American Shutter Systems Association. Inc. 4268 WestroodS Drive West Palm Beach, FL 33407 aw"Fwwa III f9 as " V TM Accordion Shutter System FLY. F #1 W/ OR W/O H.V. WINDOW MADE MY. tk DLSC97TION DATE I DRAM fir way. 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FLMZU 33 L�Z Phone : (305)WI-1530 Fox : (36 WI-1531 a -ma: tnecveeeLw ED-a0aMIS WAUM A TRW Jr_ PE_ ' In nor FLOMA Oc. ® 44167 ElIz 33C Elio Elm v1a Elm me usarlawrr 0©OOC o©QQo moan©el E9©©ma n©Qmo moo©a t7a7©=C _MIDOQm 1U©MMIM EIK3""m ®Q==C ©o==o 0©==o minmQO o©==o :si=nQo Elmo== ram©=m DI©==0 D=QQO Elmo== vaa©=o 33©a=o vmQ=vv =moon �ooao seese TAPCON OR TAPCON WM4 ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLIO—SET BWE TAP TAPPER+ 'I` SEE ANCHOR SPECIFICATIONS ON SHEET 13 *SEE LIMITATIONS OF USE FOR BLADE to ON SHEET 19 Q_HV BLADE OR In HV BLADE W/ 1nA HV WINDOW 'BLADE WORKING IN UNISON q AwSwSzAw American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 Hurricane 2015 EASTERN METAL oClirri a ■ aw% u-N w TM Accordion Shutter System KV, SAE #1 W/ CR W/0 ILV. 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MM ' mmmOOO[Jia 0mm0(Do0®mmOtatami0t� mmmolra©oammmoomo©6!m(OOmo©a mmmnnc�ao mmmnlamo� mmmo oQn)v mmomosvaa mmmQomm©0mmoo©© mmmone>,aammmoovv©mmmomo©© mmmo vaammomn©©a©�©ota©oa mmmo�naa mmmomar�a mmoQmwaa mmv©®aaammmcamvoammovvoQa mmmE>tO(DaamFE113 OCitmm(0am"Mm mmoo©©aa mmmo©ini©a �E<0©OQAh:i .mmv®Dave 0mooa>vaa mmnnoiaao mmv©©�aaa mmmnaova I(amnoQ�aiva mmmn�aaammmnmmaammao®oaa mimmO©aaamm�lDE70aa®OOLxiDaaa tamnm®aaa mmMo©naa falLiO©OLIGiaa mmoo�aQaa mm>vom©tea ®moo©i©aaaa „ mmmnmvaammmaao®ammoo©©aa a�iaoo©aoa ®omi©oQaa mmnnQaao mmmmaaaam man©oaaamn©ovaa mi00000roaamm0000aa®mvvol©eaa mmiaaaaamm>ovnoasam�oo©p�aa lvoaaaaamlvt)'®o©aar»vaEMoraaa mmooaaaa m�ommvaa imov®�oaa ®o©e�aaoa mimmodaaa ®var�Eaoao ,mmasaaaaammoo©Sao®moQvoaa �OmaaaaamQF�O(rfOaa000QaC�aa '�m0aaaaa ®Om©s7a0a �i00tzlaiiaO voaOaaaam�©m®aaamoo®®traaa ¢�maaa®Dam®mc�oatraa®nn©ovaa. ionaoaaaam®Q©mta�oom©©Qaaaa �oaaaatiary mvoraaaaa mol©naaaa mv®aaaaa mmot©ao�ao �tanotraaaa mmavaiaaamMooaaaamvvoaoaa mmaaaaaavEam©saaaaoAOQaaaa imaaaaaaamomvaaaaoocr�avaaa maavaoaa®ooaaasaamv®aaoaa maaaaaaa�moaaaaas�oEaaaaraa vaa�aaaaa,0000aaaamaEaQaaaao mataalvaaaa aor•3ivaaaa oovaaaaa �nmaaooa vomao�aaa mraavraaaaamoaa000mm®av;voa oaava�aa 000ia�1ao00®Qaavaa larra000aolva w aTvaa Tvasno©a aaavo©aaaaa STATE OF P.E. TAP,CON)fiYRTli ALNANCED TN - -aVy ALL POOfIS SUIJb-SET BLUE TAP'W/ CAP O{PPER+ . sE5 Awls � usN: roe al ix saET 10 AO ..k 0' ■1 1 1. ANCHORS 1D SUBSTRATE SHALL BE AS FOLLOWS (A) TO E1C5ITNG POURED CONlXEM, (NlrL I c - 3 1st) 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS. AS MAWFALTURED BY LT.W. MXJ3 7L (Alm. re - 3 kai) i/4'/ x 3/4' ALL POINTS SOLH1-SEr ANCHORS, AS DISTRIBUTED @Y ALL POINTS SCREW. BOLT & SPECIALTY COMPANY. (Uh. Po = 3 km') 1/4'0 BLUE TAP CONCRETE ANaoES W/ CAP AS MAMW*CTUIR D B'Y FLORIDA FASTENERS DIRECr. INC. (Min rc - 2 keD) 1/4'0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS. INC. AND DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORED VENDOR REGISTERED WRHH THE AABRIYIN SHUTTER SYSTEMS ASSOCIATION. INC. (MDR. rc - 3 ksi) NOTES: A1) MINIMUM EMBEDMENT MR) POURED CONCRETE OF TAPCCN OR TAPCON WITH ADVANCED THREIDFOR11 TMHNOL.06Y ANCHORS AND TAPPER+ ANCHORS IS 1 3/4'. AND FOR (HUE TAP W/ CAP ANCHORS IS 1 1/2'. INIMUM SIEEDUfNr OF A2) INTO STUCCO SHALL BE T/PERM nED. 1/AO- P S.S MACHINE SCREW USED SHALL BESOUD-SEr ANCHORS SHALL BE 71 /2' LONG MINIMUM SHOU/8* INTO THE POURED LD STUCCO EXIST, AND 1' MR41MUM FOR WALLS WITH NO SnKC0. A3) M CASE THAT PRECAST STONE PREASY CONCRETE PANES, PAVERS OR ANY VENEER BE FOUND ON THE DOSSING WALL OR FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN SIRUCNRE BEHIND SAID WALL FINISHES, ANCHORAGE SHALL BE AS INDICATED ON NINES At) & A.2a ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EFs WIN OR WTNWI METAL SIUOS CONSULT THIS ENGINEER. FOR INsrALlAl10N IMD FIFS WRH METAL STUDS SEE SHEET 20_ (B) TO DOS LNG CONCRETE BLOCK: osm C-w) - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY AN040M AS MANUFACTURED BY H.T.W. BUIDEX. - 1/4.0 x-3/4' ALL POINTS SOUR -SET ANCHORS. AS DISTRIBUTED BY ALL POINTS SCREW, BUT & SPECIALTY COMPANY. - 1/4'0 BLUE TAP CONCRETE ANCHORS W/ GIP AS MANUFACTURED BY FLORIDA FASTENERS DI ECF. INC. - 1/4'0 TAPPER+ ANCHORS AS MANUFACRIREO BY POYIERS FASTENERS, ING, AND DSIRBUfED BY ALL POINTS SCIRM. BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED UCENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERMJW SHUTTER SYSTEMS ASSOCIATION, INC. NOTES: ELI) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON, BLUE TAP W/ CAP ANCHORS AND 1APPER+ ANCHORS IS 1 I/C AND TAPCON WITH ADVANCED THREADFORM ,OCHIMLO(Y ANCHORS IS 1-. B.2) k*QUM OMMME14T OF i/4 f x 3/4' ALL POINTS SOLID -SET ANCHORS SHALL BE ENTIRELY E1BtnDED INTO THE CONCRETE BLOW(. RO Eusunfl NT INTO srucco SHALL BE PERMITTED. 1/4' 0-20.SS. W aIINE SCREW USED SHALL BE 1 1/2' LONG WNIINM SHOULD STUCCO MOST. AND 1' MINIMUM FOR WALLS WITH NO STUCCO_ B3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVES OR ANY VENEER BE FOUND ON THE EMO NO WALL OR FLOOR, ANCHORS SHAD. BE LONG ENOUGH TO REACH THE .MAIN STRUt7URE BEHIND SAID WALL FINsms. ANCHORAGE SAL BE AS INDICATED ON NO7F3 (ii) & @.2) ABOVE, FOR INSTALLATIONS ON VINYL SIDING OR FIFS WITH OR WITNHUr METAL STUDS CONSULT THIS ENGINEER. FCt MSTALLATGN LIMO ELFS WITH METAL STUDS SEE SHEET 20. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS NO SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE fE.D.I VERSUS SPACING RELATIONSHIP FOR ANCHORS. EDGE INSTANCE VIERSUS SIRACING SCHEDULE FOR ANCHORS, NADNUM ANCHOR SPACINGS ARE YALHD FOR EDGE DISTANCES INDICATED BEU7W. FOR E. 0. LESS THAN THE INDKWED. REDUCE 44WOR SPACING BY MULDPLY010 SPACING SHOWN oN SCIEDULE BY THE FOLLOWING FACTORS. REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING MOICATD FOR EACH ANCHOR TYPE FACTOR AEDGETAPCON D DICE TAPCON WITH ADVANCED TNREMPDRM TEICHFiDLOGY ALL POINT SO1.ia SET BLUE lAP W/ CAP t9N. SPACING E.D. UK SPACING - 3' MM. SPACING - 3- MIN. SPACING - 3 1/2' MIN. SPACING 3' 3 3/C I 4' PCI�WCONCREtEDTE & n PC LN:D COMMUE F@L F0.>3 ,/Y C6Yga1E aDac 14N. F�.2 , POURED CONCRETE & COONCRRETEWK 3BUICK Iff�IB�.00K POUND CONCREE & CO Patio CMEME 10L Fa=3 WINK 03C EIE BLOCK EJL.2 ,/1 3' LO 0.90 1.0 CL78 1.0 om 21/Y - Dal 1.0 - - O.D7 to Y - 0.71 - - - 0.51 - 1 3/4- - 091 - - - 0.43 - 1 , a3s - -I 7TI�F TILLIT TESTING & ENGINEERING COMPANY ESP' 3 RH. 361R S— S9 =1. VIRG16A GA♦O M, FUNUM 33 Phone : (305)871-1530 . Fax : (305)871-1531 e Ma: wb=c®twL FH—OD06719 WALTER A. TRUE Jr. P-E, FLORIDA Li- f 44167 tS®S7 0 American Shutter Systems Association. Inc. 4268 Westroads Drive West Palm Beach, FL 33407 CODE (Elton High Velocity Hurricane 2015 EASTERN META_ SUPPLY. INC. Accordion Shutter System KV. MXX #1 W/ CH W/O HV. WMQN BLADE 1 1 OLD 11-192 4113/15 WE 4/13/15 L DRAWING No 15-085 w• i�� O� ;, ��I 10 ..,•..n 1t v .:e �. 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Fm : (305)871-1531 --'''�as��NAL E�G��`` WaIM a nW Jr. P.E .E. SEACQNAiI')/DATE FU7r00A uc. } 44167 TAPCON O f�OR�t TEtiPtNOI'd - ALL POINTS SOLID—SEi BLUE TAP TAPPER+ SEE ANCHOR SPECIFICATIONS ON SHEET 13 0 VALID ONLY FOR UP TO +70. —75 PSF A.S.D DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE 03. SHEET 11 10 HV BLADE ONLY Im ok wSxSM�! American Shutter Systems Association, Im 4268 Westroads Drive West Palm Beach, FL 33407 lon High Velocity Hurricane ® 2015 EASTERN METAL SUPPLY. INC. MwGwu ■ "0% " W TM Accordion Shutter System H.V. RARE M W/ OR W/0 KV. WMW EIADE (AWING Na 15-085 MAXIMUM Ac GNFN I. MAX. DESK:N PRESSIRE RATING (p SHUTTER SPAN. NEGATIVE a IF AS l AND CO�FSPONDINC MUNUM n DESIGN PR f RE RATING AND AN A =8 SPACING(jn,) R�Rt SPONDING MOUh'^NG SCHEDUI TY"PF. F FUR A (SEE MOUNONOS ON SHEEFS 16 # 17). :!EE; U BtE�TRATE MAMN svAx SOUTHERN PINE No. 2 W/ MIN. G=0.55, DOUGLAS FIR W/ MIN. G--0.50 WALL MOUNTINGS CEILING MOUNT T M,N.O R FLOOR MOUNTINGS &W&x SPRUCE PINE FIR NORTH W/ MIN. G=0.43 WALL MOUNTINGS CEILNG MOUNTT FLOOR GS M,N, O&R MOUNTN W & x _SPRUCE PINE FIR SOUTH W/ MIN. G=0.36 CEILING MOUNT T WALL MOUNTINGS MOUNTINGS FLOOR M.N,O& R W & x 1/2' MN CDX Ply � WALL MOUNTINGS P&Q 2 W SOUTHERNPINE H pp0p� . W/ MIN. t;=0.50 WALL MOUNTIN d0. MOUNTINGS S & V SPRUCE PINE FIR NORTH W/ MIN. G-0.43 8.0_ WALL MOUNTINGS S&V SPRUCEPIN FIR SOUTH W MIN. G=0.36 ' B.O. WALL MOUNTINGS S & V -0' OR 4'-D' ' S'-0' C 0' 10 "-Cr' 11'-0' 12'-O' 15-0' 14'-O' 15'-0' 76'-0' iD'�I�EH�sO��fLSAMOMKHWKNM64 30 12 12 12 12 12 12 12 12 12 72 12 12 12 12 40 10 10 10, 10 10 70 10 10 10 10 10 10 - - 60 110 10 70 10 10 10 10 7.5 5.5 4S - - - - 75 i 9 9 9 9 9 7S 5 .4 - - - - - - 90 i 8 8 8 g 6.5 4S 3.5 - - - - - - - 05 I 6 8 8 S 4 3 - - - - - - - - JD 6 6 B 8 8 6 e e 8 6 8 6 6 6 40 e B 8 e 6 6 6 8 6 6 6 5.5 - - 60 1616 g 6 6 6 6 5.5 S 4.5 4 - - 75 6 6 8 S 5 .5 4 - - - - - - 90 6 6 8 5.5 4S 4 - 35 3 - - - - - - koS 16 6 5 45 d J - - - - - - - 30 12 12 f2 12 12 12 12 12 12 12 12 12 12 12 p®�Efffi7g 40 10 10 70 10 10 10 10 10 f0 10 70 7 - _ 60 10 10 10 10 t0 10 9 6 45 35 - - - _ 75 9 9 9 9 9 8 4 3 - - - - - - 190 8 8 8 B 5 - - - - - - _ (M) 1105 le 8 8 5 3 - - - - - - - - - _ 30 6 8 6 B 6 6 6 6 6 6 6 S 5 5 - ®NViZ 40 6 6 B 6 6 6 6 B S S 45 4.5 - _ 60 5 6 6 8 B 5 45 4 &5 3S - - - _ f1�yGC (� [8011�II�E�!(� a®111310E6®fE f®16 (pQ l[Sa 7®QKR�GF 6^i (�Q 0s71 R✓�WIY:(� [Grn l@Qii ildi�S '¢�I�) �916�I�PA9C (eJ 75 6 6 6 5 5 .5 4 - - - - - _ 90 16 6 8 5 4 3S 3 3 - - - - - _ OS 6 6 5 C5 3 3 - - - - - - - 30 112 12 t2 12 f2 12 12 12 12 12 12 12 12 1. F40 110 10 10 10 10 70 10 10 10 f0 .5 7 - - 60 110 10 10 10 10 10 4 3 - - - - - - 75 9 9 9 9 7 4 3 - - - - - - - 90 8 8 8 8 .5 - - - - - - - - - 05 is 8 7; S - - - -, -' - - - - - 30 6 6 6 6 FT e 6 6 6 8 6 .5 5 5 40 16 6 6 6 6 8 6 6 .5 5 .5 0.5 - - 6075 1 6 6 6 6 6 5 4.5 4 4 3.5 = - - - 6 6 6 6 5 5 4 5 - - - - - - 190 6 6 6 5 -4 .5 3 3 - - - - - - 65 6 6 -5 .5 5 3 J - - - - - - - 30 6 6 8 B 6. 6 g 8 6 g 8 g B 6 40 5 5 5 5 5 5 5 5 5 S .5 3 - - 60 4 4 4 4 4 3.5 - - - - - - 75 4 4 4 4 4 - - - - - - - 90 4 4 4 3.5 - - - - - - - _ 0500 3 3 3 - - - - - - - - _ - 12 12 12 12 12 12 12 12 12 12 12 12 l2 12 40 12 12 12 12 12 12 12 12 12 12 IZ 12 12 12 60 12 12 12 12 12 12 12 12 12 12 12 12 11 O 75 12 12 12 12 12 12 12 12 12 1. 0 9.5 9 85 190 12 12 12 12 12 12 12 1. 10 9S 8.5 8 S 65 1105330 12 12 12 12 12 12 O. 9.5 8.5 73 S 6 5 4 12 72 12 12 12 12 12 12 12 12 12 12 12 12 40 12 12 72 12 12 12 12 12 12 12 12 12 12 12 60 12 12 12 12 12 12 12 12 12 11 10 9S 8.5 8 75 12 12 12 12 12 12 1 0. 9418 8.5 8 .5 7 6.5 Bo 12 12 12 12 12 11 9-5 85 7 6.5 6 6 5 05 72 72 12 12 0. 95 85 7.5 7 8 5S 45 4 3 30 l2 12 12 12 12 12 12 12 12 12 72 12 12 1. 140 12 12 12 12 12 12 12 12 12 7 OS 95 9 5 16075 12 12 12 12 12 1 10 9 8 7.5 7 &S 6 6 12 12 12 12 0585 9 8 7 8.5 6 S 5 4S 190 12 12 72 10 7.5 LS 6 5.5 5 4.5 4 4 3. -05 12 12 0 8.5 7S B5 5S 5 4,5 4 4 3 - - ♦ sE AeUM OF UwR M WEE" SE ON SHEET 10 t NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES 1. ANCHORS TO WALL, RJM OR SO m WOOD SOFFFr SHALL BE AS FOLLOWS` - 1/40 TAPOON ANCHOM AS ASW EACtURFD BY LT.W. BUMM W/ DW00B1 BASEMENT AS MWATEO AT 00i SEL'M ON SHEETS 16.tr 17. E763PIX6l.SEE NOIE 2 BELOW. 2 ANCHORS To HOLLOW OEVC SHALL. 11E AS PER MOUNTING TYPE U. SHEET 17 AND SWLLL CONSST OF L40 SCREWS AS PER NOS 2012 SPFCIF1C0.T1oNS. 3. SUBSTRATE SHALL CONSBT OF 7HE FoLLOWDfi` -SOUIVENN PIKE Ho, 2 W/ G=055 (LDS) -=X AS RR W/ G-4.50 (NDS) -.SPRUCE PINE FIR NORRT W/ G-M43 (RDS.) -%RUE ME RR SCUM W/ a-OZG (ND.S.) -MIN. I/e COX PLYWOOD (1986 APA) 4. ANCHORS SHAD. BE BSMED FOLLOW= ALL OF 7HE RL'CONGBoAMONS AND SPECWWAIOIS OF 7HE ANCHORS VANUFACRIRER. �T:l� ®�IN�. `/ - TILUT TESTING & ENGINEERING COMPANY A4Ab7 = Pus 1MG 30M SW St.. 3W. Y61D6L CAROLN5. MOMM 33 Phone: (305)871-1530 Pox: (M5)871-1531 a-mal:ES-BlEeeoOvoLcom iE STATE OF IS WALUR aUMW jr P.E SL9edrAt dc»uA�Yocd?AAr FLORMA Ua. 0 44167 ffla NO- >11111ZANN American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 2015 EASTERN METAL SUPPLY. INC. malie"ra ■ "A a wo 7 TM Accordion Shutter System KV. R" #1 W/ OR W/b FLV. WNXW B!" AMNG No 15-085 1/4'0 TAPCON OR APCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 i 2' N'w. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. (SEE SOIEDULE ON SHEET 15) �-EXISTING LIBI. 2'xa• woaD 1 1 HEADER REQUIRED DUSTING 1 N K SEPORNTCJ Gam'$ TO GIASS (SEE E OR — 111 � BLADE (D 1AND- 1- ON SHEET 19 FOR u eec�mirn I� GLA READ_ NUN. SCHEDULE SEPARATION TO SHEET 1 ) �� 2'x4" ( (� ��� ON SHEET i t WOOD F4ATE e T�� 5 2"x4" CONE; WOW PLATE REOD. 1/4.0 TAPCON OR TAPCON WNH ADVANCED THREADFORM TECHNOLOGY Al 1 1/2" M % PENETRATION OF THRT7/Om ARFA To TRUSTING WOOD HEADIM (SEE SCHEDULE ON SHEET IS) /."�' ,,, 1/4.0- NE 20x3/4- S.S. MACHINE I 18 SL'1EWW/ 1/4'-20 NUTS Y2"�.MEin. S Doc I s _N4K. \I11� P-1- IL[­OPTIONAL L_LJ � L'--'J:=��ecISRHG Nna 2 1 xWOOD HEADER fiEQu17W 1 DUSTING '— , MIN. StyARADON TO GLASS GIAS�..--1 (SEE SCHEDULE ON SHEEP 1' 1 MIN SEPARATION TO GLASS EXISTING _ _ ^—(SEE SCHEDULE ON SHEET" V - 1 17`71­1 A G=r L1/4'0 TAPCON OR TAPCON WITH ADVANCED I II, THREADFORM TECHNOLOGY W/ 1/2" LJ- Minm. PENETRATION OF THREADED AREA INTO PLYWOOD (SEE SCHEDULE ON SHEET 15) EXISTING MIN. 270' 1/2- MR. COX PLYWOOD RSWD. STUDS a 16. O.C. MA READ. PLYWOOD TO a MIN. 2'x4" STUDS a 16' O.C. MAX. REO'D. ATTACHED TO STUDS IT TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH RON 2300 OF THE FAA_ SECTION 2306 OF THE 1 CII I IMCTAI I ATInu F.B.C. 1/4'0-20x3/4' S.S. MACHINE SCREWS WA 1/10-20 NUTS ® 1: O.C. Min. j 1/Co TAPCON OR \ TAPCQN Wm`T ADVANCED I -SEE SHEET 4 FOR TYPICAL t/2 NBA. CWL� THREADFORM TECHNOLOGY SHUTTER ASSE BLY iYYlOOO REQb. W/ 1/2- Mim PENErRAD N OF 2-MOUNTING SECTIONS CAN BI WALL FlN THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO (SEE SCHEDULE ON SIEEr 13) SUIT ANY OWA LAT70N_ 0 ttY WALL. SILL IPJSTALLATION ♦SEE uM DONs of OF 61ADE qqON SHEET 1" 'TS,• ' •• " � �� � � ®TOIL. TILLFT TESTING Or ENGINEERING COMPANY . �6M MV. 361A. SE, SU. 30% ViRWU GFRME. FLORA 33 Phxno : (3O5)671—ts3D .FED:: (303)871-rut e-mgl: ttteeo8od.wm WALTER A. TRW sa. P.E o L!i.CC AYiYna uAGrlloOV 1, FLDRpA L G 0s4167 0 1- 1 DUSTING I GLASS- 4 1 DfISItNGGIASS---1 1 1 1 1 v--rra e ROL to r !'lh '�,� i Pam• lorl -0 TAPCON OR TAPCON WITH ADVANCED CEADFORM TECHNOLOGY W/ 1 1/2- PENERAWN OF THREADED AREA TO -LING WOOD HEADER. SCHEDULE ON SLIM 15) 2%, ' CONE. SILL PLATE REO'D. USING 1/4"-20 NUTS ® 12' O.C. _ X' -+-1" Min. 1/4-0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2- Min PENETRATION OF THREADED AREA TO E STM WOOD HEAVER. (SEE SCHEDULE ON SHEET 15) FINISH BIJU NG CODE (Han High Velocity Hurricane a s �� y Alnefi .Can Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 ® 2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System FLV. MA1pE #1 W/ OR W/0 Kk YANDOW MADE WE V. ' DIESGRIFRa1I DATE DRAMRI Or Ml I OLD 11-192 4 13/t5 ATE 4/13/15 2 DRAWING No 1 LNG No 3 4 r�i VjjIAPOON OR N WTIFI ADV THRFPDFORM TEa W/ 1 1/2- TGn. PE OF 7HRFAGED AREA EIOSIING MIH Yx4' 95TIN6 HEADER REO'D GLASS TdfN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 1 ® HV WALL HEADER INSTALLATION 1 MIN. SEPARATION TO CLASS EXOSTw" sCNEDULE ON SHEET 1 1 1 1 1 1 WAU-� 4tADED AREA 10 ING WOOD HEADER SCHEDULE ON SHEET 15) 0 ♦ SEE U BLADE P.E. 4-xr (Lon.) ousnm WOOD BEAM REQUIRED. STRUCTURAL ADEQUACY - OF DOSING WOOD DEAN TO DE CERIUTED ETY REGISTERED ENGINEER Of ARQiU= PRIOR TO SHUTTER MTALLATION. 1/40 TAPCON OR TAPCON WHH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2- W" PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER (SET: SCHEDULE ON SHEET 15) DO 2 W WtL WOOD DECK REQUIRED (NO ET!ffiH ALLDLYED) EDGE OF DECK IF APPLICABLE 1/4.0 TAPCON OR TAPCON WRH ADVANCED THREADFORM� I. TTECI4NO-OGY W/ 1 1/2- M'm. PENETRATION OF THREADED AREA TO DasnNG waoo HEAVIER. (SEE SCHEDULE ON SHEET 15) S OF USE FOR SHEET 19 - _- HV FLOOR IIdSTALLAnoN 1 AREA TO DOSING WOW HEADER. (SEE SCHEDULE ON SHEET 15) ® HV V TUDE 1 MOMTH OF EXISTING WOOD MEMBER. (e WM NOMINAL WIDTH) PENETRA DN OF THR[FDm AREA VALID FOR INSTALLATIONS WITH 7W NAX- AS.1L DEEM LOAD AND W-W MAX. SPAN. THIS INSTALLATION IS ONLY VALID ® 2015 EASTERN METAL SUPPLY. INC. BGt1 N HA ■ VTN • • Accordion Shutter System Aq ■ © s Fi H.V. BtnDE #1 W/ OR W/O H.V. +AINDOIN HALE American Shutter Systems ay. Kj DemiunpN I DATE DRAWN BY: IwUL TILT TIEMG 8 ENGINEERING COMPANY Association. Inc. + oLD 11-192 4/13/15 DATM a/ta/ts Q ` aT&S 1L11. >: C S) Sb. 7W v. Fw (305) . FLOWA1-153 aTt Ptw,,, , (sos)e71-t5aD , Emi : (3W�BJt_791 4268 Westroads Drive 2 DRAWING No `eHlUn .-1* o e-m H: tTraoa„I� West Palm Beach, FL 33407 a ANAL ENG.�``` WAUERLTfJr P.E. 719 4 1 5-085 FwRIDA Ur ! a4167 a SHEET-- r- END INSTALLATIONS n HV BLADE OR 16 WINDOW BLADE INTO 2"x4" MIN WOOD STUDS mm",..ODD s FWD. 2-W Iom�u,c aAa a,Da= :Aim 016 OG rOf DR ®� — END CONNECTION DIUM ,/r I M r� c mms NIM—o ama anse 1/r Y an A.w DL,1pL'LL 1� i i°xna+"msa-r iiamr as �u — — — �(�B))Of/Y10 aim N INWQ !'1LL R 1. 0440G1[ Y oR A� END CONNECTION DETAIL • �vueaa mar wu seats cwwn,x nva 12'-a• 1 SEE LIMfAAnONS OF USE MR MME 1VA ON SHM 1S FLORIDA BUILD WG CODE Non Nigh Velocity Hurricane Zone _ s 111111,1 ,y ' � 04 �7ATE OF ORO- : "0 : �.� P'?'°&A59RE/DATE i L ��CO fv American Shaffer Systems Association, Inc. 4268 Westfoads drive West Palm Beach, FL 33407 ® 2015 E%sr RN METAL SUPPLY, ING BERTHA HV7M Accordion Shutter System Kv. ra ADE #1 W/ OR W/0 KV. WNWN MACE TIL.LIT TESTING & ENGINEERING COMPANY rar. aem. phy : ( WS)871-15W . F= : (30S)971-1531 st. s1.. xis, vsutu f,AiIDF1s• nnlmn ns, ° Mcff` =LO Ea aTMj YYALIER A. 7a .If P.P.F. 1'QWA ua 9 µ167 e��fet DATE DRAWN BY. ui 1 OLD 11-192 4/13/15 DATE: 4/13/15 2 DRAWING No 15-085 3 4 s SHEET 18 OF 20 a ELEVdTION `$L MPARUIO 1 TD aAs OWITUE ON MR J S BADEm ���' --- AED al ,its sLrFEr 1T]1t BiDFsmac a AeovE) ` AN TYPICAL (1) HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE " SHUTTER* N.T.S. A. IL EC70 7im. TILLIT TEST114G & ENGINEERING COMPANY '�'• STATE nF = 6� RA 760.. MS. vessaA GAfal9i9. F10tdDA m y.a �= Phwa : (305)871-1530 . Fw : (3O5)U71-1531 o OFi1D nmT: hltccoftol. m P2 3&A ,�� DATE 1. MAIL ASA DESIGN Pffi3SU(1E RKRNG: +110. - 110 pAJ. 2. MAX SMRIER SPAN: W 3. Al1ORED LgANR NM A D. G & H ON SHEEIS 6. 7; AS WELL AS MOUNRIR M AL a. T. u{2Aa�EfWWam surm 1G & 17. �1 OR A i7(y0{!L (5 WCWOEG ONLY AT ACfOR 4 LA . IN 90E CASE OF OF OPP(MMG & W W WINDOW BADE @ SHALL ONLY AUDW A W WMON OF 5 OPENS IUM (3'I MLES) FOR (BPER BIADE AT SPACHM SNO71N ON SNEU 4. (F) WN. CLEARANCE FROM TOP OR BOIIOM EDGE OF HY WINDOW BADE OF ANY 3'4 HOLE FOR 1(j)5HALL RE 12'. (C) FWr.0R BLADE MUM OOr FROM STARTERS AT ENDS EW' BE HY WINDOW BLADE (D) N61 WNDOW BLADE fO MOST BE USm ALTFTOUTE 10 A SOLID FI1' BLADE D THROI G=ff SHUTTERS 11IDIH. < jQFRWhS SW1L ALMS B: INSDUED AAIACENF TO A SOLID FN MADE t AT BLHFR SIDE OF THEM. (F) PaLYCARMWE HV WINDOW ® SHALL BE INSTALLED SO 14q TABS FACE THE INTERIOR OF. THE CPOING BEING PROTECTED. HW WINDOW fig/ LAST BE ONLY 6N57AL ED AND LOOKED USING A HY SETTDIG TOOL FRONDED Or ASSA INC. & SEE ANCHOR SPACING SGIEDULE FOR DLSTALIADONS INTO WOOD FRAME BU MIGS ON SHEET 14, AS UWIFD BY SPAN AND DESIGN LOAD (SEE NOTES I C 2 ABOVE). 7. SEE ANMOR SPACING SCFIEDIAE FOR INWAIAIONS INID POURED CONCRETE -OR CONOREIE BLOCK W&L ON SHEETS 12 @ 13 AS FAILED By SPAN AND DESIGN LOAD (SEE WFES 1 & 2 ABWp. & WNIARIM SEPARADON To GLASS SCHEDULE PER ASW E-1996: WIND ZONE WMWIM SEPAWIXIN TO MASS 1 THRU 3 1' 4 6-15' at s ■ ■ American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 ® 2015 E STEFIN A(ETAL SUPPLY. IW- BERTHA HVTM Accordion Shutter System KV a" $1 W/ OR W/O RV. WMW B AW Ift DFSIRIMUM DATE Mk" Br: LLL , OLD 11-192 4/iJ/15 WE 4/13/I5 2 DRAWING No 15-085 3 IWmes t t zx oo3s' RHICK - n A-653 t%TApE 10 Mtn. c-so cALv. 51EF1 T METAL SRIDS AT 16- O.P. a ,00 e t/t x oa3s- n= Rua xv sTm. TRArxc o Z3, t tAOE a Mfn. Ma ASTFt1t>1 m S,Rt10s t�tEORFACE � I EMSTING GLASS i I i 6 t/4S, 0.035' TRuctt �en.i N.V. StET3. 7RAa( alAtAva. I #r1/WERtOR F� ON I ^o;1 a O e• O.C. MIN. SEPARATION TO GLASS (SEE SCHEDULE) O.C. L \ O 6" O.C. INSTALLATIONS Wj n HV BLADE do HV CENTERMATES 43b 41 INTO METAL STUD WALLS O O.C. r CONDITIONS FOR B W BLADE ACCORDION Sul iTTFR SMEM INSTAL MON TO MErA< S77 D WA I S 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, — 75 (ps17 2. MAX: SHUTTER SPAN: 84' 3. ALLOWED MOUNTING MS ON THIS SHEET. 4. ONLY ENTERMATE 21 W/ 64) HV LOCK ARE ALLOWED WITH 21 ARRANGED A METRICAL LAYOUT. USE 0 (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT -EXTERIOR OR INTERIOR ACCESS SIDE OF CENTERMATE. * T BLADE SLACK DETAIL HVF IS ALSO VAUD FOR CENTERMATE 21 APPLICATION WRH BLADE 10 -� 2.DDa• M�zr o• ap. ® XO NOMINAL ALUMINUM SLEEVE 6063—T5 ALLOY WIND ZONE MINIMUM AST61 E-1996 SEPARATION TO GLASS 1 THRU 3 1• 4 4' 1S s �' �� x` 2 S' Ali+�� .. •!: 1I�. �� � , I 3 � • r S iii � 5� �i iii 3 iii iii ® ii r•i . � iii 0�� MIEC® elite. * : ! '; * = TILUT TESTING & ENGINEERING COMPANY &-W MIL aft- St. St- 305. MF M C W MNS ROi 33 Phme : (3tI,��871-•1530� �::30j871-1531 s �.c •• FCOR10� : \1 'FJS+S/�.. w`G````��� WALTER TUH Jr P.E P.E. fi2.9AI<TA `+ /DATE gym^ Lim 1 44167 ,,, W,✓ yw,; �.�.. stiaSf� v'r7 1.373' 9 b �T— m /4"0-20 THREADS 1/4'�T3 ELCO SW OON WON ® MUM FAB—LOX HO COMPONENTS SCALE 3/8-- i' 1 3/4x a 1/4'. 0.035' THM Min. CONE. GALV. STEEL TRACK CiMML+ ASTM A-653 GRADE 40 Min. G-60 GALVANEMO FASTENED TO STUDS W/ (2) J60/2- TEK SCREWS ON IWERIOR 4 EXTERIOR FACE I LO::� AT Q Hv WADWSUL ENDS VIEW Y SIDE CONNECTION TO TRACK Acc FLV. BADE American Shutter Systems NJ 1u Association, Inc. Oix 4268 Westroads Drive z West Palm Beach, FL 33407 3 ,n High Velocity Hurricane Zont 2015 EASTERN METAL SUPPLY. INC_ ordion Shutter System #1 W/ CR W/0 H.V. I&MM amr AWING No 15-085