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HomeMy WebLinkAboutConstruction PlansGENERAL NOTES: BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P,E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE VITTH THE 2017 (6th EDITION) OF THE FLORIDA BUILDING CODE. THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85, USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (AS.D.) DESIGN PRESSURE RATINGS INDICATED ONSHEETS11 THRU 15, 19 & 20. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MUL17PLYWC THEM BY 0.6 IN ORDEP,TO COMPARE THESE W/ MAX. (A.S-D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 & 20. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D., AS TESTED, WERE NOT OVER STRESSED, A 33 % INCREASE IN ALLOWABLE STRESS FOR W1ND LOADS WAS Na USED IN THEIR ANALYSIS. HOWEVER, A WIND DURATION FACTOR CD=1.¢O WAS USED FOR VERIFICATION 0.]r FASTENERS IN WOOD. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: -HV BLADE Q }T0274.01-03, 00715-01-03, #1004.01-05, If 1214.01-05.-0317.02-06. #0609.01-10 AND #0270.01-11 AS PER TAS-201, TAS-202 AND TAS-203 PROTOCOL AND ASTM E-1886 AND E-1966 STANDARDS (MISSILE LEVEL D, WIND ZONES 1, 2 & 3) .& f 1220.01-10 AS PER TAS 201, 203 & 203 PROTOCOLS LARGE MISSILE. -HV WINDOW BLADE @i #0505.01-08 AS PER ASTM E-1886 AND E-1996 (MISSILE LEVEL D, WIND ZONES 1, 2, 3) BASIC PROTECTION ONLY AND # 0725.07-68 AS PER TAS 202 PROTOCOL 2. HV SLADEQi .AND HV WINDOW BLADE @ ARE ENGINEERED TO WORK IN UNISON %W H EACH .OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 3. BERTHA H.V. ACCORDION PINS (ITV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE #14x2.75" AND (114x1.75' RESPECTIVELY, 410-HT MINIMUM SERIES STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4. ALL ALUMINUM EXTRUSIONS SHALL BE ALWAINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED O 6005-T5 ALLOY. N SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 ksi AND 35.7 ksi FOR 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER ON 50018 WITH 50 ksi MIN. YIELD STRENGTH AND 90 ksi MIN. TENSILE AND SHALL COMPLY Y1/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. STRENGTH. 6. BOLTS TO BE ASI'A A-307 GALVANIZED STEEL, OR AISI 304 OR 316 SERIES STAINLESS .STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS: HV BLADE (D : 12.13,14,15 AND 20 HV BLADE 1D & 0 WORKING IN UNISON: 12. 13 & 15 & THIS BERTHA H.\! ACCORDION SHUTTER SYSTEM BEARS A US. PATENT f6'779,582. COMPONENTS OF THIS APPROVAL ARE COVERED, IN '!THOLE OR IN PART BY U.S. PATENT s5'458,179 ISSUED TO EASTERN SUPPLY, INC. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAUEX ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU FASTENING IN CONTINUCUS CONTACT WITH THE BUILDING TO PREVENT WINO/RAIN INTRUSION. 10, EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS H0MEE OWNER. TENAUNT, OR OTHERS, MUST PROPERLY CLOSE ALL HV AND HD CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. 11. 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 SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 12. BERTHA H.V. ACCORDION SHUTTER SYSTEMts INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED PERMIT IS APPLIED TO TABLE OF CONTENTS GENERAL NOTES SHEET I SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE & WINDOW DETAIL AR1 A 2• HV 9LADE (11)ANDI (t/ WINDOW BLADE (WHERE APPLICABLU TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 5 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 "ET CENTERMATE DETAILS KV SHE8 CENTERMATE ALTERNATING DETAILS HV SHEET 9 END CONNECTION DETAILS1-6, CONCRETE/BLOCK SHEET 10 MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE & BLOCK SHE S4 ANCHOR SCHEDULE- WOOD SHEET 15 INSTALLATION DETAILS M-R, WOOD SHEET 16 INSTALLATION DETAILS S-X, WOOD SHEET 17 ET END CONNECTION DETAILS 7-12 & X. WOOD SHE16 �j �_ L ILL , ____ 1 in • . TYPICAL SHUTTER ELEVATION SHEET 19 AREA 4: HV WINDOW BLADE Cl)O I Y INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 -.1 BY THE JURISDICTION WHERE a/pal/-(®R 13. (0) THIS P.EO. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. T.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.ED. (/f�� (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFELY OF 7H1S PRODUCT, BASED ON THIS P.E.D.. PROVIDED HE/SHE DOES NOT DEVIATE FTGQD AthtA N" THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. ( �I��yg'ILI1Y��� (D) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. �Tn _ el PERPAI'r' (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (EO.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (a) ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER CF RECORD THAT PREPARED IT, v�Adsi'%ip X �C 1�'.Jl•: V � S P.E. 02017 TILTECO, INC. IL E C O �Nc. TILUT TESTING & ENGINEERING COMPANY 6355 tl.Nl. 35- SL. St- 305. WRGn14 CARDSi% FLQRiCA 33 Phone : (305)871-1530 . Fox : (305)671-1531 e-mo: b*ft ov l.ecm EB-WO6719 WALTER A TILLfr Jr. P.E. FLORMA Ue. # 44167 A.SwSwAw American Shutter Systems Association, Inc, 4268 Westroods Drive West Palm Beach, Fl_ 33407 ONLY BE USED TO iE STATE OF FLORIDA Ion High Velocity Hurricane © 2017 EASTERN METAL SUPPLY, INC. ow on" ■ "" f1 r TM Accordion Shutter System FLV. BLADE #1 W/ CR W/o RV V4NDOW BLADE COVERED UNDER US PATENT 1# 5458179 Q� HV WINDOW SLADE* LIMITATIONS OF USE OF BLADE i@ ON SHEET 19 6063-T6 ALLOY AND TEMPER �HV ADJ FLOOR TRACK QUALIFIED FOR USE W/ HV BLADE Cl, , 6063-T6 ALLOY AND TEMPER ;1I) HV CEILING HEADER Q(0ALIFIED FDR USE W/ HV SLADEC;ONLY, SEE SECTIONS FOR VALIDITY. 6063-T6 ALLOY AND TEMPER I ' tAN. X MN Y MN. t .. t' t• o:D62' J_ J SIDE ANGLES QUALIFIED FOR USE W/ HV BLADE 6063-TS ALLOY AND TEMPER eelB. o 3.464' o (t0.) ° 1 �I I 4.365' d.999" �HV UNIVERSAL FLOATER QUALIFIED FOR USE W/ HV BLADE ( 1 6005-T5 ALLOY AND TEMPER 3.226' .085, nj (TYP-) i n: ^L 4.897" i U HV ADJ. ADAPTER WAIP QUALIFIED FOR USE VI/ HV BLADE( 6063-T6 ALLOY AND TEMPER , � HV HEAD/ER/SILL QUALIFIED FORT6USE ALLOY HV BEMPER�tONLY ALUMINUM ANGLES QUALIFIED FOR USE VV/ HV BLADE OU ONLY. 6063=T6 ALLOY AND TEMPER HV DIRECT MOUNT gUALIFlED FOR USE W/ HV BLADE) 6063-T6 ALLOY ARID TEMPER" 8''HV WALK -OVER TRACK QUALIFIED FOR USE W/ HV BLADE r. 6063-T6 ALLOY XVD TEMPER COi'PONENT A "92' 2' I MAX.2s" _�.. ; . 2" 15' MAXI 0.139, 10.131 " Hl BLAL 6053-T6 9 NV TRENCH TRACK QUALIFIED FOR USE W/ HV BLADE u ONLY. 6063-T6 ALLOY AND TEMPER (141 LiD WALL HEAP€ISi QUALIFIED FOR USE W/ HV BLADE yt ONLY. 6063-T6 ALLOY AND TEMPER 1 X Y t 3' 3" j0.G90" f CORNER POSTS QUALIFIED FOR USE W/ HV BLADE S 6063-T6 ALLOY AND TEMPER, AND TEMPER ( O HV RAINGUARD � QUAUFIED FOR USE W/ hLORIDA BUILDING CODr (A1on Kigh �%elocity Hurricane Zon ai2077 TIL'rCO, INC. @ 2017 EASTERN METAL SUPPLY, INC. �� BERTHA HYTy �L TILTEC O �Nc. A.S. Accordion Shutter System * ■A■ American Shutter SySfemS H.V. BLADE #1 VI/ OR W/o KV WINDOW BLADE TILLIT TESTING & ENGINEERING. COMPANY E,,, NaMCFMlP7TJCNDAr 6355 N.W. 36tL 5t, s, 305, MR-INU GWDENS. F R= 3316 Phone: (365)8J7-1530 •Foe ; (1f15)871-1531 Association, Inc. 4268 Westroads Drive MwN BY: LC. 1 7/27/1/ DkTE: 07/27/1) 2I�_ye-meE9-0ec-a y ` 9 cetn 1"West POIm Beach, FL 33407 DRAW7ING N^o-7OIjp�ftWALTER 3�] 21-A r ;Aru r /n nTr A. TILUT Jr. P.E. FLORIDA Lie. 1 44167 1 LY 41.7 " 1 1 j .• r1 is i m 1 23,; HV CCMRNER CENTERA Q041-fF1ED FOR USE IN/ HV BLADE 6063-T6 ALLOY AND TEMPER ONLY 1/4• 20 THREPDED I nR�l iq n LeRLSS OYLLNOER * KEYS (CHROME] PLATED) ® BY —LOCK QUALIFIED FOR USE W/ HV BLADE 11 & @ ONLY. n PLAN FRONT ELEVATION "T" i90 HV MALE "T" LOCK CENTERMATE ` L— 4.566" 2T LOCKER FOR LOCK CENTERMATE QUALIFIED FOR USE W/ H`✓ BLADEONLY r9: 6063-T6 '- HV FEMALE "T" LOCK CENTERMATE HV "T" LOCK QUALIFIED FOR USE W/ HV BLADE 101JLY ALLOY AND TEMPER `-� , OUALIFiED FOR USE W/ HV BLADEt710NLY OUAUFT FOR. USE 6063-T6 ALLOT AND TEMPER 6063-TS ALLOY AND TEMPER) W/HV BLADE 1-'ONLY. :321 ILS 355� INSTALLATION WELL REQUIRE A 7/16- HOLE DRILED AT TRACKS FOR PROPER EMBEDMENT 6063-T6 ALLOY AND TEMPER P.E. 0.-16-A.CUAL SCREWS V,-ZJV HV BLADE S3 HD CENTERMATE'S INSERT QUALIFIED FOR USE W/ HV BLADE 1 & ,, A 6063-TS ALLOY ONO TEMPER CA/4-0 {37f LIV__1/4" 0-20 AISI 304 `S`ERIES S.S. THUMBSCREWS QUALIFIED FOR USE '!// HV HLADE .� G2077 TILTECO, INC. I Vt, e I, TILUT TESTING & ENGINEERING COMPANY 6355 N.W. 361n. SL, SMe. 'A5, Wft QP - NS, FLORPJA 33 ( IT .jjjj ``"`ddd `S Phone (375)871-1530 . Fox ; (305)871-1531 a-mal: 41(eecf)ad.eom WALTER A.0TILLIT7jr. RE IC15`4 nATr 1aRCA U- 1 44167 TURN MUNGER LE PLATED) USE Vl/ Hv ONLY. 250" O.D. PLASTIC HEAD • tit Sib` _518` MOLDED Pt SCREY! ^ i } 825': c L-3o0" AFTER RIVETING 1/4"OF-20 X 3/4" BEFORE RArLFING S.S. THUMBSCREW I 43'0-20 RIVNUT* s SERIES 9444 ALUMIUUU (2024-T3 FJ.OY) LARGE FLANGE THIN SHEET NUTSERT. PART d 0820, AS MAFUFACTURED 6Y AVDEL CHERRY TEXTORN, PARSIPPENY, NEW JE—�Y 07054 OR EQUAL HV ALTERNATIVE LOCK j QUALiFlED FOR USE WV HV BLADE � ONLY. .545' iy 0.875" M.lia. i .i25" Max- S4 HD LOCK BY REGENT HARD'RARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. QUALIFIED FOR USE W/ HV BLADE-;& 1Ai FLORIDA BUILDING CODE (Non High Velocity Hurricane AnSuS.A. American Shutter Sysfems Association, Inc. 4268 Westroads Drive West Polni Beach, Fl_ 33407 2017 EASTERN METAL SUPPLY, INC. 7 www.xN " TM Accordion Shutter System H.Y. BLADE #i W/ DR W/o RV. WINDOW 6_ADE a! 15-085 D7/27/ 147E o7/zijn z 3 DRAWING Poo 17-107 SHUTTER ASSEMBLY SCHEDULE FOR HV (t HV AA O HV BLADE 1 ® HV BLADE 1A 3® HV LONG RECESSED NYLON, BUSHING 39 HV SHORT RECESSED NYLON BUSHING HV NYLON HAT WASHER d1 HV WHEEL CARRIAGE AISI 302-303 SERIES 0.8707x3/16" THICK NYLON WHEEL 0088`0 AISI 302 SERIES S.S. RIVETS ® HV 1 3/4" ACCORDION PIN }V/ #8 HEAD 4�3 HV 2 3/4- ACCORDION PIN W/ #8 HEAD ® POLYCARBONATE IMPACT RESISTANT HV WINDOW rj (1) HV PIN © SHAALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 10 OR HV l3 BLADE. 1 1I Y �O U OR a a. 4 I `- 43 J. + EXTEROOF or w FE FOR BENTS) TYPICAL SHUTTER ASSEMBLY PI.T.S (2) HV PIN ® MAY BE USED IN LIEU OF © AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV tD cO.324 - BLADE WHEN CORRESPONDING TO INSTALLATION "I1 ", SHEET 7. 1 .048 . (3) HV PIN© OR ©3 W/ 1/2' O.D. 1/161' THICK S.S. WASHER TYP m SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 19 9 5 SHEET CO) WHEEL CARRIAGE DETAIL N-T.S. E n T OR HV PIN ®4 OR AT EXT IOR BLADE'S KNUCKLE. 3 (SEE NOTE * FOR REQUIREMENTS) ASSEMBLY LAYOUT N3.5. BLADE'S KNUCKLE (TYP) 2 7/8" MIN CLEAR SEPARATION BEPWEEN eLArE EXTERIOR 12" MIN- bLE TC BLADE EOGE { "0 CPEtllN i + 5 ON a .1875' — ' BLADE .0625' seGr:vN�x x .0625- .0625° n+5 F 2 1/4-1 91 ne FNLMN CLEAR � IELM;rEEN 1TYPICAL HV WINDOW BLADE AND POLYCARBONATE HV WINDOW DETAIL N.T-- rBAYER POLYCARBONATE IMPACT RESISTANT HV WINDOW MACROLON 3103 POLYCAP,BONATE12" MIN. cLEAnsNcc ESINS, UV —STABILIZED GRADE OR SABIC TO BAE BOTTM NOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE "F° ON SHEET 19). POLYCARBONATE SOURCES FOR 44 T OR HV PIN ®4 OR AT EXT IOR BLADE'S KNUCKLE. 3 (SEE NOTE * FOR REQUIREMENTS) ASSEMBLY LAYOUT N3.5. BLADE'S KNUCKLE (TYP) 2 7/8" MIN CLEAR SEPARATION BEPWEEN eLArE EXTERIOR 12" MIN- bLE TC BLADE EOGE { "0 CPEtllN i + 5 ON a .1875' — ' BLADE .0625' seGr:vN�x x .0625- .0625° n+5 F 2 1/4-1 91 ne FNLMN CLEAR � IELM;rEEN 1TYPICAL HV WINDOW BLADE AND POLYCARBONATE HV WINDOW DETAIL N.T-- rBAYER POLYCARBONATE IMPACT RESISTANT HV WINDOW MACROLON 3103 POLYCAP,BONATE12" MIN. cLEAnsNcc ESINS, UV —STABILIZED GRADE OR SABIC TO BAE BOTTM NOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE "F° ON SHEET 19). POLYCARBONATE SOURCES FOR 44 APPt1 KE RE_1.'LT TYPICAL MPFRi XS STAnID naa +Q"TX 7 �L sr� wvx:>nti: FUS4: fuit'i1QJ< uc+wvaPr am um +m Fr SPEC2 c GRAY'r u:r.auurA+- :STg D792 U43 Z/;n' o.043 ZA TLTISILE'ABLO AS 6E'_9 9ACo P.j. 9.560 FLVLPA. ST,F.LG R Al 9EL0 ASM 0790 10,5@0 p.zi. 13,4CO p.yL FLEWMIL UPItULS itl['POi: 7 v Ono 34O.CCA F L 345.M0 P.si NDTCK MOD FIFE EjRVIN- finar rn AM 0256 AS,H D2843 18 FT-ifn 472 ; 17 R-15jm E45 R R" SNC4E OENSIW PAZ OF BUNG AS'1 F C-1 cfAS C-1 Ct SELF 196 CN ASiN G1929 IM •F V.r4_ hl�S /STY G155 77]CitE SnZDZTN A`TER waN .ER3.'^ ISIO 638 9302 I,'L e84D P-.: Tlotl STRESS==ORE,1iWh-SAG ASPA E39 E461 F-L 8e80 P.,L `C" Jtf FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 1 °•, 1t S� • .•1n X[[+ � G2617 TILTECO, INC- (D2017 EILSi ERN METAL SUPPLY, INC. BERTHA H1/11.1 IL E C O fNt. AN�N�NA■ Accordion Shutter System H.V. MADE #1 W/ OR W/0 H.V. W NIX V MADE TILUT TESTING &ENGINEERING COMPANY American Shutter Systems �, N oEscRlrnwt DATE DRAWN BY: LC. T '.7• • '1 �' 6355 N-W. 36.1 SL. 9e. 30.5. NRGNIA GAgpENS, RDI,9 331E Association, Inc.1 ,•t'.. • , 1ri321`� `: .�.'� +¢. 0':D 15-085 /27/1 r DATE: 07/27/17 P.ncrie : 005)871-1530 . Fox ; (305)E71-1531 4263 Westr00ds Drive 2 DRAWING NO -MCI: Ylteeoa00%cOm - _ JJDNA7 4.•�xtt°' West Palm Beach, FL 33407 3 E3-0008719 �— �7 /ALTER A. T,LLIT Jr. P.E. 4 __ P.E. SEAL/SIGNATURE/DATE FLORtCA Lie 1 4at67 5 curry SEE END CONNECTION DETAILS ON SHEETS 10 & 16 TYP. FULL HEIGHT. 0 t � 4.��3�ory WFana�c .... W 3�^+µ,, a. IoaOm@.rJW, r� �, OR t a.N OR - L.q,r �.V7'�calvl't7i'i1�8�i c' TYPICAL 11 i HV BLADE SHUTTER ELEVATION N.T.S. *NOTES ON HV LOCKS AND CENTERMATES 1. AANDATORY CONDITION /1. ONE HV LOCK ;& or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12" ABOVE OR BaCill j,(2 OF SHUTTER SPAN FOR SPANS UP TO 105'. AND FOR MST TONS i ANY ELEVATION.. hN LOCK 2(� ar 2 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TQU) OR 6 CENTERMATES 1111 1/4'6-20 x Oil` LONG FLAT HEAD S.S M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. s 2. - IF DESIRED; FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS OR MY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES LU OR C2 SHALL BE AS INDICATED ON NOTE (1) ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. OPDONAL CONDMO14 #2 MUD 1D ONLY WHEN GA,•1nATORY COND ti 7 OR I r� A IS W/iW0 H V 1 LOCKING RODS ARE NOT REQUIRED AT HURRICANE POSITION, BUT MA BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS 0 OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION)_ 4. MANDATORY COS ONE Hv LOCJ orb SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK or 0 SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, t ATTACHED TO Q CORNER CENTERMATE VJ/(2) 1/4;0-20 x 1/2' LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS Z51 AT TOP & BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. azV Ski 5 I'll,Lr`'5S ONE ALTERNATE.HV LOCK MAY BE USED IN LIEU OF HV LOCK or FOR ANY SPAN AND IN IATIONS AT ANY ELEVATION. ALTERNATE LOCK � MAY BE USED AS AN NSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4`0-2Gx3/4" S.S. THUMBSCREW TO T OR Q SHALL BE MADE 1%4'0- " oQy ALUM. SQ All LOCK SHALL B F LOCKS T /3 ON ON SECTION HVE. SHEET 8, ONE LOCK SHALL BE USED AT 1/2 OF 5NUTTEP. $PAN OR TYJO LOCKS AT 1/3 OF SHUTTER SPAN. 6. MANDATORY cONOTRON #3 FOR KEYSTONE MO Iti `G IMMAll ONE HV LOCK 6. or f' or , 6 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12" ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96', AND FOR INSTALLA11ONS AT ANY ELEVATION_ HV LOCK @ or @5 or @6 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO @i or a SYMMETRICAL CENTERMATES W/ (2) 1/4"-20 x 1/2" LONG FLAT HEAD S.S_ .� M.S.F�LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS /'SS OR @ TOP AND BOTTOM IS COMPLETELY MANDATORY. W/ OF CORNER *NOTES ON HV "TA` LOCKS AND CENTERMATES: CENTERIdATE1. SECOND ALTERNATE TO MANDATORY f.ONIll 11 VAI ID I MR NV i LOOK �? ASD E'A L1ATl:c 6a a ONE ALTERNATE HV i' LOCK fide MAY BE IN IN LIEU OF HV LOCKS 4 OR o AN AND 1 STALIATION AT ANY ELEVATION. ALT1✓RNATE LOCK �141AY BE USED AS AN INSIDE OR OUTSIDE LOCC�K.. ATTACHMENT OF LOCK ® INCLUDES USING REINFORCING LOCKER `'J ; AS SHOWN ON SECTIOY kMG• SHEET 9, WHICH MUST BE CONNECTED TO CENTERMATES @B AND @I W/ 1/4"3-20 x 1 1/2" LONG S.S. THREADED BOLT W/ 7/8'0 x 3/32" WINGNUT OR i5% 1/4"0-20x1' S.S.M.S. INTO A 1/4°0x 5/8' RIVNUT_ LOCK MAY BE INSTALLED AT MIDSPAN OR 12' MAXIMUM ABOVE AND BELOW MIOSPAN. USE OF TWO LOCKING RODS @'TOP AND BO70M IS MANDATORY. *N ES ON HD LO KS &CENTERMATES: 7. HD HD CENTERMATEST3f All W/i • ONE ALTERNATE HD .LACK J MAYBE USED 4N LIEU OF HV LOCKS 125: OR i FO[3� INSTALLATIONS AT ANY ELEVATION. ALTERNATE HD LOCK J MAY BE USED AS AN INSIDE OR OUTSIDE LGCK. ATTACHMENT OF HD LOCK & TO 0 IS W/ 3 f8 x 3/8' F.H. S.S-M.S., ANO INCLUDES REINFORCEXIENT INSERT 'v) AS SHOWN ON SECTIONS HOB-HVB ANp HDC-HVC, SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" MAXIMUM BELOW OR ABOVE MOSPAN. USE OF LOCKING RODS 3S IS COMPLETELY OPP,ONAL �' •rJ�' .•,•••••, !� m E52077 TILT20. INC. IL ECOm . TILLTT TESTING & ENGINEERING COMPANY Q_�•. ,� SSSS N.W. S: SL, Sle. SOS. Y. Ml"Fax CpFO 5)s l-153 33 ti Thane (305)871-f930 . Fax: (305)971-153t 4 11 a -mots: t�teeo®oo'.com '-ZONAL ZA 1 r. *s9� It`' EB-o0os7r9 � 6Ls,11 WALTER A. 11LUT Jr. F.E. P.E. SE AL7511^`I�TMIRF/NATF TLaRmA u=. 44167 a.S.s.A. American Shutter Systems Association, Inc. 4268 Weslroods Drive West Palm Beach, FL 33407 C 2017 EASTERN METAL SUPPLY. INC. rei�R i ft7li R w TM Accordion Shutter System N.V. BLADE #1 W/ OR Vil FLV. WINDOW MADE • ��� ,a-uao .1//Z7/1 DATE: 07/27/17 3 TAWING No x— A _ 17­1Q7 _ CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) )KN. ON HV WALL HEADER INSTALLATION EXISTING Ri li It 11 ANCHORS POURED CONCRETE (SEE SCHEDJLE ON SHEET 13) OR CONCRETE BLOCK WALL REQUIRED BY WALL SILL INSTALLATION NOTE FOR 001ABINATION OF SECTIONS, I- SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY wAe To surr ANY INSTALLATION. POURED CONCRETE — REQUIRED Mox. —CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) Qmw--0&0"E (SEE MOUNTING ©ON SHEET 7) 1/410-20x3/4" S.S. F EQ;'; Min. MACHINE SCREIYS USING 1/4:--20 NUTS 0 12' O.C- OR 6-')i OPTIONAL OR MIN, SEPARATION TO CLASS ,—(SEE. SCHEDULE ON SHEET I EXISTING : GLASS--4 E Max, HV WALL HEADER INSTALLATION + KEYSTONE POURED CONCRETE -7 OR CONCRETE BLOCK REQUIRED / / —. 1/470-2OX3/4- S.S. --i— CONCRETE ANCHORS 1 MACHINE SCREWS (SEE SCHEDULE ON V)/ 1/4'-20 I SHEET 13) NUTS 0 12' D.C. 1/2! OR 15 1- 0- EXISTING i MIN. SEPARATION TO CLASS CLASS---F—(SEE SCHEDULE ON SHEET* 1 C) HV WALL HEADER INSTALLATION MON. )OR !.!IN. SEPARATION To GLASS (SEE SCHEDULE ON SHEET 11) rh L- MIN - SEPARATIOri TO GLASS EMSTING (SEE SCHEDULE ON SHEET 11) CLASS ISTING EXGLA5S— OPTIONAL. Le OPTIONAL I ox. r1/4' M wax. EC L 3 OR @ 4 A/2 - ----- 3 EQ ED 1/4'0-2Ox3/4- S.S. Min. Elt EQ- PHILLIPS TRUSS HEAD MACHINE SCREWS USING A CONCRETE A14CHOIRS 1/4 10-20x3/4- S.S. PH[LLjp.S 1/4"-20 NUTS 0 12" C.C. POURED L-(SE,-- SCHEDULE ON —TRUSS HEAD MACHINE SCREWS 1/4"-20 NUTS 0 12' D.C. i CONCRETEE— SHEET 13) LCOYCRE71E ANCHORS OR CONCRETE BLOCK REQUIRED POURED CONCRETE./ SCH (SSEHEEE T 14)EDULE ON OF HV WALL SILL. INSTALLATION OR CONCRETE BLOCK WALL REQUIRED (E HV WALL SILL INSTALLATION E. D. = EDGE DiSTAJ4CF ♦ SEE LRATATONS OF (SEE SPECIFICATIONS Ct,'4 SHEET 13) USE FOR SWE (&--ON SHEET 19 Tit Nr ENS,% vp- =17 TILTECO. INC. .44 TILLrr TESTING do ENGINEERING COMPANY 635E N.W. S�h- at,. Ste. :05. Vr�NIA CARDE45. MaRZA 33 ........ta. Phone Fax 1jom So, e-mog: Vitec,,Zcol.cem .. WALTER A. TILUT Jr. P.E. P.E. SEAL/SIGNATURE/DATE FLORIDA, [:"' 4 44167 INSTALLATION DETAILS WZ Tj HV BLADE AmS.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 CODE(Non High Velocity Hurriccne Zon 9) 2017 EASTERN METAL SUPPLY, INC. BERTHA -HVTjj Accordion Shutter System H.V. RAM #1 W/ OR W/O [{V. WNDOW MAX f I OLD 15--0285 J)1/27/14 DATE: 017/27/77 3 E�#TDRJAWMG - No -4 17 '� 1 80 �7 POURED CONCRETE ANCHORS CONCRETE - (SEE SCHEDULE ON SHEET 13)'TO REQUIRED \EDGE sc m OF 11 to I 0 SLAS IF APPLICABLE ON 9 EXISTING ' EUD / GLASS ALTE L0: 1 i 11 u?.13oeCi I i i 5 C n 61,- 7-7— 1 t or ES AB OF --a i Fat SFP/,RA�1 - APFUCAB..E 10 aAzs ( �> 11 FOAnvR •1 ,t POURED L ._ ON s@ ! a { 1 OR �QUIREEDD �---E. D. '. mot. s"vxutcv �� i r (its SulEcucC OH s^2-t it1 a EXISTING GLASS w f i 3 OR 15 /4" HEX HEAD"J TEK SCREWS a C. O.C. ' 1/4'o-20 S.S. M.S. ( C011CPETE 16iHORS 6 W/ NUT Gr 9" O.C._- (SEE SHED•ON SHEET CI) n I t ED. E.O.. r1v KR1IVCiUAKU INSTALLATION .t FO C'1lABINATION 'I• THIS INSTALLATION SHALL BE * E. D. = EDGE DISTANCE REIACVABLE WHEN PERFORMED SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATONS ON SHEET 13) ADJACENT TO AN OPERABLE c7(R'FiLADE E L7A17AP.GNS DF USE FOR iEMBLY OR ENTRANCE 1�A ON SHEET 19 MOUNTING SECTIONS CAN BE COMBINED AtT WAY TO SUP ANY INSTALLATION- A. GLASS ' 1/2 c.4 Q.-- �10 OR CA'* x EXISTING �q CLASS- #10 HEX WASHERH EAD TEK SCREWS §12- O.C, CONCRETE d tt I t I T 1 SEPAPA ., I m c1/ss I�1 I i + i r l I, 1 +t ii t � � E EQ• lit . i {1 l � . • APPLICABLE POURED 'p *----1 C014CRETE r (R' HV FLOOR INSTALLATION t To ¢� SL=Er 1 R E S ' SLAAHB - PPLICABLE`— CONCRETE ANCHORS POURED CONCRETE-� (SEE SCHEDULE ON OR CONCRETE BLOCK SHEET 14) REQUIRED (KJ HV WALL FLOOR INSTALLATION 1 i Y..TL SEPARATON I + ri11� TO CtASS !(y F(S E sarmme m I SHEET 11} 1 �{ � a 1 EX GLASS - l L EDGE OF SLAB IF APPLICABLE - REQUIRED L FLAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 14) 1 I; HV WALK —OVER iNSTALLATION CONCRETE ANCt (SEE SCHEDULE SHEET 15) To 1/4- + (: MAX. #1Ox3/4" HEX E_ .p.s , f WASHER HEAD , j , Xr SCREWS 7. I 6!@ O 12" O.C. I A $ 4 i n i4x3S.D5 09"a.O. C: IL T 17 OR 88 i 1 FLAT HEAD CONCRETE ANCHORS QUIREEDD (SEE SCHEDULE ON SHEET ,4) it TRENCH INSTALLATION VALID ONLY FOR UP TO +70, -75 PSF A.S.D. DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE #3, SHEET 11 114"E f1V/ ElEL21FX TZ2 Vf/ s"�T 111 ' ADVANCED 1HREADF-A T-T 79:H%l•LOGr OR 1/410 PG•NEAS " FAS5flLAT6 TVPER+ ANCHORS IN/ 1kCCNT. 1 3/4' MN. EMEE6acTR O E" O.C. FOR UP TO 6'-0' SPAN AND I, rr FOR SPANS LARGER THAN 5-0' UPTO Y. FA e4E 0.HPir14 6^A.Vi aT D.EHi FAS rR, lER 16AD/p(irP.} ( - NOTE T ON `EEf 11FOR' U!AaATIaySyIjSEL'ANT__--`ti_ OF IF 1/4•a-2ox3/ SS 'ASMax. L u �' i (1 - `•—P'SIRG 1/4'0-20 NUTS r' v 12' O.C. '--,�2.00• R11N. NG notl sraucluRAL •TALL TRUf (DECORATTv `-g14x3/4' F.H. S.O.S. SEE .NUIE 13(b) ,a \` 0 9" O.C. ON SHEET I �• SEE NOTE 13(b) POURED CONCRETE = ON SHEET I OR CONCRETE BLOCK REQUIRED �, HV WALL WALK —OVER INSTALLATION • �,t1.si y�' '. V, Z6 G2017 TTLTECO, MC. r; 0.441 IL ECO,m D • TILUT TESTING & ENGINEERING COMPANY .••. ��, ,• i'• k 6355 TLW. 361n, St., Ste. 305. NRri.NL4 GARDENS. FLCROA 331 •....... Phone (305)871-1530 . Faz : (305;871-1531 V/1t1t�yi�j 1[t a -mail: t3tecomaot.com } 'ORAL i t,'t ES-ODO6719 •'rrrr,.Crr+I' WALTER A. TILLIr Jr. P.E. .E. SEAL/SIGNATURE/D.ATF FLORIDA L:: � 44167 ' ' 1 : • E.D. 5iL) c I•• MIN. . POURED CONCRETE REED C) KEYSTONE MOUNTING INSTALLATION IAAXDJUfJ AD_ CES:Gh PRESSURE: +6+, 72 A MAXIMUM SHUTTER SPAN 6"-01 A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive `Nest Polm l3each,'FL 33407 CODE (Non Nigh Velocity Hurricane Zorn ©2017 EASTERN METAL..SUPPLY, INC. BERTHA HVTM Accordion Shutter System H.V. MADE #1 W/ OR W/0 H V. wND Af $LADE DRAWING No i 17-107 OUT 1 (60P3-TS ALLOY) ALUM. AN VJ/(2) '1/4.0 TAPCON NICHORS TO CONCRETE (TOP/6OTTCM; & .4)f10Y1/2' S.M.S. To TUBED AT EACH ANGLE. (T1r); ; 5 .j v� Z; . 1/2• O EXISTING '`f + @OR Q+ ®at®+ @ O t GLASS It f 1 8+®CR 19+Oca 19•— CL I l C0.Q+� MIN. SEPARATIOW @ /E TO GLASS 'f�`- (SEE SCHEDULEYs IN OPTIONAL SEE NOTES ON LOOKING ROTS' 3® rn LOCKS IN f -EXISTING CLASS INSTALLATIONS W/ i HV AND ALTERNATE HV LOCK 6 ON SHEET S. BLADE SLACK DETAIL HVF IS VAUD FOR ALL BLADE W HV CENTERMATES CENTLFMATES APPUCATIOHtTH SLADE(] SEE END WALL CONK CTIO ExtsreVG GLASS DETAILS ON SHEETS 10 Rr ©+®°?1©•®cx®+Q]c�-------------7n ---------(---------------- 6 i/2' i 1/2• OR ; ! OPPOSING j 7• 1Qx3/5" S.M.S. '� ,z• �i t CENTERMATES I _ SYMMETRYCAL CENTERMATES dnNroEG T;O% D.c, FULL LENGHT. j W/ HV LOCK CK �24o -- W/ * V LOCK or IL5' (SEE SCHEDULE 35 IN 3�5 3 ON SHEET 11) 6 HVA .Am —WIM''ej 11AA4 all 1 Q HVB — — — — — — , — _ _ _ SYMMETRICAL CENTERMATES , IN W/ HV LOCK n* OPTIONAL ON SHEET 11) (INTERIOR) } OUT --- � Y - 33 .rt � ` *� (EXTERIOR) uvn OUT HVE • •}yr°bi� '-.•��q Yf O E2017 TILTECO. INC. n 0 �• � IL E G O �N�. � '. .•tQ. 1+ •••.• TILLFT TESTING &ENGINEERING COMPANY ; • y Ap` 6355 9.71. $h_ St., Ste. 305, NRGIKA WOWS. FLCW. A 33 FAane : 005)871-1530 . FOX : (305)871—tw'1 a—maY wteca@*O[.=m 4 .5 s ��rya•1� a/A 1r ad r . a+of �Z 1& ATl1RE/DATE P.E. SEALIS:GN EH-0006719 WALTER A. ri[LT Jr. P.E. FLORIDA L;c. t U157 OUT J aGLASS MIN. SEPARATION— — — — + ®� DO (SEES LE a ®+®�®+�°nt9+�v ON SHEET 11) cn 6 7)+ tA) OUT A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 6 1/2" MAX. SLACK( HVF** POURED CONCRETE OR CONCRETE BLOCK WALL 74— REOU�EC C1 16, D.C. S! I ..f I IaUUL (Non Nigh Velocity Hurricane Zon, © 2017 EASTERN METAL SUPPLY. INC. BERTHA HVTM .Accordion Shutter System HV. ]LADE #1 W/ OR W/o H.V. WINDOW MADE 3 ;AWING No 17-107 OUT I rSEE NOTE 8FOR HI LOCKLOCK, ON SHEET 5. 'r SERPrS 94x4 AlUr4VUH (202<-i3 ALL6tj VkCE FWiGE iF6N SNEEF 1lGTSERY, PART j 0820. AS MPNUFA,"TURJ) 61' RYDEL CH]2RY iEMORN, PAR9?FEJY, Nlpf dEi4EY 07US4 OR EQJK. IN ll� �EXISiLNC `LASS F2.11�1:RMMN ADE tQ SLPLK OETu! t{�, LNP.^.ATED CN SHEET ft m a© OoxbmO.®m f S JN rN7iS4L FLOATHJG Bi r UNSTNL H1�'o .EU ON THIS SHEET, MAY eE USED WgH TNSALTERY4 MAIL HY'G SHOYnV Ri THiS SHEET. 0Q I STALLATION jj HV BLADE W/ HD CENTERMATES (3 l L----------------._-� �_--.,--_. .-- sMso_t2--_----- __a (c=nenril iULL LaAw. 30 HV T IN - - - - - - (4) N.V. - ( - - - - r F—IN 1 (4) _ Q / LOCK (INSIDE) RNs (YP`) 3nr .i 7 3u• PINE 30 HV "T" LOCK (OUTSIDE) -- P.E. `{3J NO OUT 1/4" 0-20 x 1 7/2" S.S.M.S. W/ 7/8"� x 3/32" WINGNUT. HVG* EDP—HVDs* ;yi1fl p"A777 FLOATING STACK ILiECO, INC. S7 � �. 4 r a F36th. NGWEERING COMPANY NR�:3W PARDeyS, YL"FfOA 33T6 PRaiw (305)871-1530 Fox : (3p5jg71-153T -Roil: -L. ..t it yy �+ rY L��j1=f tag a Vita=vaw.. fLr 1YALTER p.MG6719LLST r. P.E. tl 1CICAIATI IDC /TIATr FLORIDA Lie. f 441E7 oppo, ) DH B_HVB OUT SYMMETRICAL HD CENTERMATES W/ 3[�* LOCK (EXTERIOR A.S.S.A. American Shutter Systems Association, Inc. 4268 h/estroads Drive VJest Palm Beach, FL 33407 BE HQC—HVC SYMMETRICAL HD CENTERMATES W/ a LOCK (INTERIOR) x` stF rares ov LCc3¢vc v.,�as� c r�Q LCCtS oN sHFFi 5 ## urtgnsµ FLaannG e.�t_[-.}65ria. Hca-Rup �s Vl FCR Al CENIEW,—, AfritXJ.nM5 YitF! ESQ m High Velocity Hurricane 2017 EASTERN AfETAL SUPPLY, INC. Accordion Shutter System H.V. SUM #1 W/ OR W/0 H.V. WINIM BLADE v �o-TJoo T/271TI DATE: 07/27/17 3 DRAWING No 17-107 CONCRETE ANCHOR-; 9 76" O C. 1 OF (5-)) J04 n tOx12" S.LLS;� �J (h OR 6 POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED DOSTJNG GLASS 1!X SEPARATION ,. TO GLASS (SFF. SCHEDULE ON S--h2T I I FOR BADE ©A.NO ON SHEET 19 FOR 1/16 x3- MAX, (6a63-T6) CONT. ALUM. CLOSER PLATE. (LOCATE 1/2- ' '6 L J C END CONNECTION DETAIL O.C. 2' M.IN. 1 I OF, WALL AT EITHER SIDE w - OF& #10x1/2" S.M.S. �/ ! Fit 16" O.C. { SEE DETAIL X FOR SIDE CONNECTION TO TRACKS EXISTING GLASS hUN- SEPARAION TO GLASS (SEE i'.FD.:1E GJ Si-iEET 11 FOR BADE tf )AND ON .SHEET 19 FOR I —1 '1f2" MIN. a END CONNECTION DETAIL 0 OR V rlOx7/2" S.ff.5: CONCRETE ANCHOR 0 12" 0 v-v • e��v•v • aim p•��®•©m�1Q�l f .E. EQ 4— —POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED j—EXISING GLASS MIN. SEPAPATICN 10 GLASS (SEE SCHEDULE ON STD 11 FOR 11ADE (DAND - ON sH..EEr i9 FOR Fsn]ES 40 FOR ' E I 6 OR ACTION POURED CONCRETE POURED .CONCRETE f OR CONCRETE __- OR CONCRETE BLOCK WALL REOU:REO --- BLOCK WALL REQUIRED •--EXISTING GLASS ` 2 MIN.EXISTING GLASS Wa SEPARATION } -3 TO GIASS (SEE MIN, SEDpPATIXN SCHEDULE ON SHEET i i i � TO Q A5 (S-7 11 FOR BLABc_(DAND r 1 , SCHeEDUX.ON SHEET :ON Stun 19 FOR 1/2' 71 FOR RADEMAM BLADES Qt d QA , .O:V SHEET 19 FOR ' •l &LADG) & I .T�` f t � • 6 USE 1" OR 2" MAX. (ASS APPLICA8LE)x2 zt/8'xD'-2' ALUMINUM CUP ANGLE ----- (60E3-15 ALLOY) AT NJOHEIGHr 1 (1)iDx112" S.M.S. TO®& \ .� VALL "¢ -O.C-( ANCHORS 70 % WALL AT F" O.C_ (LO.:A7E AT J t I� EITHER SIDE OF (D) ( (b OR e 10 ©M SEE DETAIL X FD 4 1 m©O .O l ,,{{� SIDE CONNECTIGN ©�''® 7 8 10 - 3 m �•@--OW 7Q TRA^_KS I (nh iCclmFl_F�_ as ®• ®m®•O®•�7 mom® END CONNECTION DETAIL C POURED CONCRETE OR CONCRETE BLOCK WALL — EXISiMG REQUIRED' GLASS i MIN. s�AwlacN 1/2' MIN. TO GLASS (SEE SCHEDULE ON SHEET I 11 FOP, BUD!- ONO rJ ON 79 FOR ES ( EI BLADDES 1& �f .. Q L9A�1I:11_ [ION DETAIL ® m� G207 7 TILTECO, INC. IL ECC,N�. TILLIT TESTING & ENGINEERING COMPANY C355 N:F. 36th SL. Ste. 305, VRCINA CMENS, fi.O.RPiA 331E Fhcrt : (3D5)671-1530 . Fax : (305)871-1531 e-moil: Vltero6001.com Ed-C-006719 VALT'ER A_ TILLIT Jr. P.E. FLORIDA Lk. 4 44767 �ORQOR�ORrOR� VIEW Y PLAN DETAIL X AnS.s.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 ETAIL COUL (Nor) High Velocity Hurricone Zorn 92017 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System H.V. MAIM #1 W/ OR W/o KV. WMM BLADE Y. N DEStR7F'710N DATE OFAWN B"c LC. 1 OLD 15-085 7/27/1-, OAT- 07/27/17 2 3 DRAWING No 17-107 SCHEDULE #1 MAXIMUM, SHUTTER SPAN "L+" OR "L-- (it.). FOR INSTALLATIONS W/ 1 L RMAT @ & ® or or W/ ONE H.V. LOCK ® or ® or or HD LOCK B 'N/ NO LOCKING RODS or CENTERMA E@ 28® 29 W/ ONE 1©T" LOCK 30 ViITINO LO K N G RODS 35 i6�EE M�uwl'm ASA OMGtl PF: RA11'r OR (a <+ oR -3 1�Tr1O�P�C& BOOTTOM �5 COit.^REIEB y,OD INSTAi1AT ' V WALL MOUNTING FLOOR/CEILING MOUNTING . L + (R) i L - (fT) L + 30 OR LESS 16'-0- 16'-0" i6'-0" 16'-0" 35 14'-10' 14'-10" 15'-2" I 76'-C" 40 13'-10" 13'-1 "" 14'-2" , 15'-2" 45 13'-1" 13'-1" 13'-4" 1 14'-3" 50?2'-5' 12'-8" ( 13'-T 55 11'-t0" it'-10' 12'-1- 12'-11" 60 11'-4" t t'-4" 1 V-7' . 12'-4" 65 10'-10' 10'-10" IV-1" I II'-t 1" 70 70'-6" 1G'-6" i0'-9" i1'-5" 75 10'-1` 10'-1' 10'-4" it'-1" 80 9'-10" W-10" 10'-0' 1 10'-9" 85 9'-6" 9'-6" 9'-9" 90 9'-3" 1 9'-3" - 9'-5" 70'-1" 100 8-9' 8'-4" 9'-0" -5'-7" 105 B'-7" V-11" 8'-9" 9'-= 110 8'-4" ( 7'-7" 8'-7" 9'-2" 115 8'-2" ( 7'-3" 8'-4" 8'-i l" 120 8-0° 6'-i t" 125 T-10" 6'-8" 8'-0" 8'-5" 135 7'-7" V-2" 7'-9" 7'-9- 140 7'-S" 5'-11" 7-7" j 7'-6' 145 7'-3" 5'-9" 7'-5` ' 7'-3" 150 T-2" 5'-7' 7'-4- 7'-0" 555 7'-0" 5'-5" 7'-2 E'-9" I SO '00"-17 ` 5'-2" 7'-1- 1 c'-7' 165 v'-19' S'-i" 170 G'-9" 4-11" 6'-2' 175 4,-9" 6,_0. 180 W-6" 4. a' -10" 185 6" 190 195 556''---584 200 V-2` 4'-2" 3 205 SCHEDULE #2 MAXIMUM SHUTTER SPAN* "L+" OR "L-" (it) FOR INSTALLATIONS W/ �1 & LOPAOSI * CENTERMA ONE HV LOCKKKVjor ® or W/ NO LOCKING RODS (SEE NOTES t, tt) ASMIM. r1 PrtsuRE- trAm�G (+ OR -) CONCRETE & WOOD INSTAL!AT70N5 1vAu tiourm7;c )AWNING 30 16'-D" tE'-0' 35 14'-10' 14'-10' 40 tY-SG" i3'-10' 45 50 12'-5" 12'-5" 55 i 1'-10' 11'- i 0" 60 11'-4" 1?'-4. 65 iG'-1D" t0'-1D" 70 75 8090 185 9'-3' 95 8'-9" IGO 3'-4" 105 110. 8'-4" 7'-7" 120 125 T-10" V-8" 130 T-8" 6'-5' 135 7'-7" ( 6'-2" 140 7'-5" -11" 145 7'-a 5'--9" 150 7'-2" 5'-7" T55 160 6'-11' S'-2" 165 6'- 10' 5'-1" 170-9" 4'-? 1" 175 6'-7- 4'-9" ISO V-6' 4'-B' 185 W-5- 4'-6" 190 6'-4" I 4'-S' 195 6'=3" '-3- 2 6'-2' 4'-2" 2000 05 6' rF, SCHEDULE #3 IMUM SHLIIIER SPAN* "L+" "L-" (ft.) INSTALLATIONS IC C RMW/ ONE HV LOCKS ORt4/ NO LOCKING S rOD(VAUD FOR M,DUNINC(it SHEEP 7) FS.a o'��G4 (+ O -7 CONCRETE INSTALLAi roP75 FUMR/CLILWC MOURFt OR FLOOR HALL MOUNri4O L + (R) 30 35 15'-2" 40 t5'-2' 45 13'-4` 14'-3' 50 72'-3' 13'-1" 55 " 11'-i7" 60 IO'-2" iG'-17" 65 9'-5" 10'-1- 7O 8'-9" 9-4" 75 - 8'-9' � e1ENS� 0 ��fTl�llt�l. .3'ps'; FFF F.E. SEALISiGFt"i1TURE/DATE IN51 ! ATtoN END CONCRETE & MANSORY WOOD WALL A, 13, C. D, E, M, N, O, P, Q, MOUNTING F, K & L R S & V_ FLOOR/CEILING - H, 1, 11, JQ T, U, W & X MOUNTING & M 0 MAXIMUM SHUTTER SPAN -L+' OR "L FOR INSTALLATIONS INTO WOOD SHALL BE LIM1 D TC 105 psr. A.S.D. DESIGN PRESSURE RATING. HV CORNER CENTEM.!ATE y3 MAY BE USED AT ALL MOUNTNG INSTALLATIONS. LOCTONG SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION #2 NOTE p5, SHEe1 5. f f EXCEPT THAT MAXIMUM S SPAN "L+' OR "L-" AND MAYLY.UM AS.D. DESING PRESSURE RATING FOR IP1S-rAlSAPO)1S INTO CONCRETE OR Ca,CRETE BLCCK SHAD_ BE UNTIED AS FOLLOWS: 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO '64,-72 P_sf_ AND 8'-D" SPAN, SEE MOUNTING OOP: SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1" � HV BLADE s2017 TILTECO, INC. T1 0 ECO, TILLTT TESTING & ENGINEERING COMPANY 6355 MY,. Mill. SL, St,, 305, v+A 44 GARC-?fS, FLO,,, 33 Phe (_05)87T-1530 FOX : (305)271-1531 e-maS wt'C0°aae4.wm ES-COM719 PULTER A. 17LUT Jr. F.E. FLORIDA L'r_. s 44167 FLORIDA A.S.S.A. American Shutter Systems Association, Inc. 42E8 Westroods Drive Nest Palm Beach, FL 33407 (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN PosmvE A.S.D. DE$7GN PRESSURE RATING. L-: MAX ALLOWABLE SPAN FOR A GIVEN NECATNE A.S.D. DESIGN PRESSURE RATING. (2) PROCEDURE TO DETERMINE MAYMMUM SPAN FAR WALL MOUNTfNGS (TOP/807TOM) OR FLOOR/CEILING. GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN "L+" FROM SCHEDULE. GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN "L-" FROM SCHEDULE - FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM DETERMINED SPAN BETWEEN "L+" AND "L-'. (3) PROCEDURE TO DCTERMINE MAXIMUM SPAT: FOR COMBINATIONS IN BETWEEN WALL MOUNTINGS V,'/ FLOOR/CEILING MOUhT:NGS: FOR A GIVEN POSITIVE AS.D. DESIGN PRESSURE RATING: DETERMINE: L1+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2+= MAX. SPAN FOR FLOOR./CEILING MOUII\iING INSTALLATIONS. FOR A GIVEN NEGATIVE AS-D. DESIGN PRESSURE RAITNG: DETERMINE: Li— MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 12-= MAX. SPAJ FOR FLOOR/CEILING MOUNTNG INSTALLATIONS. ' FINAL L1AY,CdU0.1 ALLOIFAELE SPAN IS EQUAL TO THE MINIMUM BETWEEN '1-1+', "L2+', "Lt-' AND (4) GO TO ANCHG2 SCHEDULE WITH FINAL MAXI!JUM ALLOWABLE SPAN AND NEGATIVE A.S.D. DESK, N PRESSURE RATING 70 DErERS!INE MAXIMUM A;iCHOR Hurricane 2017 EASTERN METAL SUPPLY, INC. RD'"""Em DROra ■■wTM Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. WNDOW BLADE 1 utu 1Z,-U85 7/27fI OAIE: 07/27/17 a DRAWING No 4 t77 7 3._0, 14 12 I'10 1 9 8 8 45. - 1, t4 112 I is 9 8 E 1 b" 4 1- 112 10 S $ I e 4.5 - T, 72 FO 1 9 8 8 f 4.5 - 14 14 t2 14 I i2 t0 9 IG 4 8 Z 8 5S 1 4 3 - I- 14 44 14 14 14 112 la 9 8 3 - 14 14 12 1➢ 9 E 5 - I - 14 54 12 12 10 - 9 10 1 9 8 9 4 4 - - 14 14 f4 12 10 9 - - t4 14 72 IO 1 9 745 5 J5 - 1 - 14 TZ 14 12,10 SS 3 - I - 1 - 14 T4 74 12 10 65 14.5 14 14 14 14 F2 t0 6 4 - 14 14 42 95I 5 3S - _ 14 - - 14 1; 12 5 14.5 3 - 1 - I - 7} 14 i72 14 14 : 12 7 t _ _ - I - I - 14 14 74 14 1 12 5.51 - - - - 74 7•-0� 74 12 5.5. - - - - - 14 14 12 3 ) - - - - - 14 14. 12 5 I - - - - - IS 14 12 14 12 - 1 - - - - - 14 1 14 IJ -f- i_ _ _ _ 14 14 12 14 14 14 14 11.5 - 1 -1 - 1- - - 14 14 - - - 14 14'-- - 1 - - - - 74 74 14 jt4 14 4 _ - _ _ - , - I _ - _ _ _ ,cI IV IsI e 1 a eA I - 1 12 t 10 1 9 1 8 I IT 1 6 13.5 1 iZ 1 10 1 9 1 8 1 6 14.51 - 1 :2 14,5 1- I T2 1 0 9 E { 8 - i 12 1C 9 H 18 1 4 - 1 1Z 7G 9 6 6.5 3 1 12 70 19 9 65 ! 3 T 12 12 1 10 1 9 H 4 h t21109 17.51 - I It 12 11.3 9 17.51 - I - l� 112 TC 1 9 14.n ! - I - 14 12 1 ID 5 1 7 - H 12 110 1 4 15.51 - 11 12 Ta 551 72 lie , 6 1 3 1 - 1 - 1- 14 12 110 1 9 1 5 1_ _ 14 112 Ila I - I - I I - 1- 14 112 110 1 - - I- - - Tc 112 In I - I -I I- - 14 12 110 1 1 - 1 - 1- 14 12 IC - ! - - - - 14 :2 10 1 - 1 - 1 - - - 14 12 14 12 t4 12 I _ - _ I _ - I - 14 12 1 _ I _ , _ i _ _ _ 14 12 _ - I - _ ! - - 14 12 I - i _ I' - - 74 14 12 - , _ i _ - I - I - 14 14 K WALL H6tDM ff.GUNITNG 6 6 to iZ 110 1 5 1 8 1 6 16 1- 14 iZ 1 10 1 S 1 $ 1 7 1 4 74 12 110 1 9 1 8 1 H 1 b 1 - 14 iZ 110 1 9 1 8 1 8 1 - I - 14 T2 10 9 9 $ - - 74 t2 10 9 e 55 - 14 72 t iC 1 9 1 H 1 8 1 - I- 14 12 i➢19 E - I- - 13 12 10 9 E - 1 - - 14 T2 70 aT4 72 IG 9 H - - ti I.a 1 9 1272 70 5 12 110 1 9 1 5 1 - i - - 14 12110 5 1 8 TA 12 to o5 t2 70 - - - j - 14 12 tC - 2S T2 Ia I - - - - 135 12 I SO - i - 14 t2r1.5 12 1 tC - I '- I - - - 25 12 12 12 12 12 _ _ _ _ I _ _ is 12 - - 1 - 1 - i _ - f0 1 - I - - oS _ _ _ _ _ 9 is 8 P.E. �P WALL F 12 iG n 9 1 a 8 6 F 1 12 flu 9 1 E l b 1 112 To 9 7s - j - t2- 72'10i- �12- .12!- - 1 72 la 9 H 4 1 12 5a 9 4.51 - 1 12 12 8 110- 4.5 - ! 12 110 1 6 - - I 1 F, 6 I, I. 12 7 - - - - j - 11 !- 14 1- I- 14 IZ M17- F4 95 55 _ _ 1_ __ _ 10- 6 3 7.5 14 - - - - 1 - l0 12 10 9 8 - b 6 - 12 - 12 10 9 8 19 16--�- 72 Fz- 70 9 6 7 1 - 12 9S 175 6S 35 - - 12- t2 iQ 9 75 4 - _ 12 12- 9 6.5 55 - 12I- 12 f0 Bs 7- -- 12- - f2 8S 7 4 129.5751+.5 - -1- 9S- ,12- St.517S 16 - 112- 8.5- 12 T05 7 t 35 I -T_T_ 12 10 - - - - ! - ,4.5 E - - - - - 7 12- 8.5- 9.5 4,5 - - - - - 12 12 - -I-i--1- 7S1_ e- -i-I-1-i- x,-� �20 T7 TILT-cGO, 1NC. - E C 01N,. TILLIT TESTING & ENGINEERING COMPANY 3616 HL S,e. 3a5. 41R W CkRDMb. FLORIDA 33 Phase : (305)871-1530 . Fax I(3�'ld7t-:531 t?tece0eet.ecr-.. 1 EB-G006719 tr R'ALTER A. TiLL7 .F. P.:. /f17.TC FLORVA LTe. 37 44167 - 8 65 15-51 6 8 8 4 8 1 3 1- 7.5 6 E 8 6_ 5 3S - 8 1 E 1 7 1 5 1 4 4 - 7 551 ;,5 3.5 - - 8 8 8 7.5 7 4 3 i5 6 45 - 5 5 4 3 - 3 - i 1 fi5 55 4 - 5- 1 5 615 4 3.5 - I - I - d 81 7 35 - _ 5- 5.5 - 8 E 5 3 - 5 i 1 Z51 3 1 - -j- 8 1 E 4 4S - - 4 3 - 4 1 3 I 7 7 3.5 - - 13-31 3 1- 1 - - 4 - - 17.51 8 1 3 1 - I - _5 - I - ANCHORS SPACING LEGEND TAPCON GR TAPCON WrIH ADVANCED THREADFOR.f TECHiAGLOGY ALL PONTS SOLID -SET Hui- TA? TAPPER+ SEE VXHXOR SPEC!=iCATIONS ON SHEET 13 SEE LL`.lrrA_r10N5 01' USE FOR EL.:DE (19 ON SHEET 19 J) HV BLADE OR 11, HV BLADE W f CA) HV WINDOW BLADE WORKING IN UNISON A.S.S.A. American Shutter Sysfems Assedation, inc. 4268 Westroods Drive West PGlrr, Beach, FL 33407 CODE (Nor) High Velocity Hurricane Zen @2017 EASTERN LETAL SUPPLY, :NC. BERTHA HVTM Accordion Shutter �yySystem Y1 KV. RADE #1 W/ OR W/O KV. Il W Cd" Y. Nw DESCRIPTION Ol.7E I DRAIt14 Ey. LC. f OLD 1-9-085 ,�7J2711f ea-i<• 07/27/77 N 2 DRAWING N_ i 3 < 17-107 5 SHEET F7 12 OF 20 POI7RED 00l�IEfCO1fR;ETB BLOCK _POURED CONCRETE •• MAx BAN QE WALL SILL MOUNTING IG CEDING MOUNTING � FLOOR MOUNTING (1t) D, LkS:ldf f$05RlE F:RESSLT$ idN1Y' WJASM 8M! �Tlfc WARE AATNr (Psf) tffi101J i:811!(_ PRFS=Jw3E R4hR'0 30 40 60 75 90 17CO 205 30 40 60 75 90 120 76O 205 30 40 80 75 90 120 tap 205 3'-D" (F$S 4, 0. 14 l4 14 14 /4 7S 42 t2 12 12 12 12 lO 2a i0 i0 70 to 9 9 9 9 9 9 8 $ 8 8 8 8 8 8 8 8 7 H 6 6 6 5 55 6 5.5 6 6 7 3S 6 14 14 t4 14 /4 1< 12 42 12 12 12 12 10 10 10 10 fa 10 9 9 5 9 5 8 8 8 8 8 8 8 8 6 B 6 6 6 6 6 6 6 '6 6 6 b 14 14 74 74 14 74 t2 12 12 12 f2 72 iQ 10 10 t0 10 10 9 9IR 8 4 9 9 8 8 8 8 1 8 a6 8 8 8 I 8 6 6- 6 6 6 5 6 5 SS iq 12 TO 9 B 8 6 4 7{ 12 to 9 8 8 6, 4.5 19 112 1101 8 1 8 1 6 4 3.5 5'-0' }4 l4 74. f2 12 t2 76 10 i0 9 9 4 8 7.5 B 8 5.5 8 6 3.5 6 4.5 - 6 74 14 74 -t2 12 12 Ja 10 10 8 9 9 e 8 8 8 8 e 6 6 6 5S 5 5.5 14 i¢ 14 12 12 t2 70 10 14 4. 9 9 8 8 e 8 7 8 b j55 6 45 4 45 14 f4 1+ f2 12 f2 TO 70 9S I 19 •7S l e 8 6S 7 7.5 45 4 4.5 - - - - M 74. 14 12 12 12 la 70 SO g 9 9 6 8 8 6S 8 7S 5 b 3S 4S 14 t4 74 12 S2 IZ 10 10 70 8 9 9 6S 8 8 S 5 6' 3S 4.5 4S 3 JS 35 6'-0' 14 i2 IO 9 8 8 6 - 14 14 12 12 TO 10 9 8.5 B 7. 8 5S 1+ f4 12' 12 70 8 19 165 8 5.5 b5 4 5 3 3S 1t098 8 - - 14 t4 14 12 12 72 ID iC i0 9 9 9 8 - 8 8 6S 6S 7 $415 14 f4 IC 12 72 i2 t0 10 tO 8S 8 9 e 7 75 5 5 5.5 } 3.57.-0' ; 3 t4- 74 12 1 9 7Z 6 4-5 .15 - 14 aS 7 MSS 4.5 3.5 - - 14 11 7 5S 4S - - - 74 12 70 5 7S $- 4 14 12 9 7 6 4.5. 3 $•-0• 't4 12 1Q 9 8 65 - - 74 12 7D 5 8 fi1 4 id 72 10 8 6S 5 3.5 - 14 12 8S 7 5.5 3 - - t4 l 12 6 6S 5.5 4 3 2S 9S 6 5 4 ' 3 - 14- 7F- 1.5- 10'-0' 5 4 3 70 7.5 5 4 3 - Q.5 - .25 - 9.5- 12'-0'- 11S- 35- 13•_0' 4- 12- 10._ 7.5 5S 4 13 - t25 B.5 fi 8.5 55145 - - t0- itS 3.5 - 1Q- 7- _- 16'-0' _ _ P.E- ♦ SEE UI,RARQ:G OF USE FOP. L°LL]S tiA, ON StL-"ET 19 1 HV BLADE 0 1) HV BLADE W 1 & HY WINDOW BLADE WORKING IN UNISON 4' ,gIZE fie, 1. ANCHORS TO SUBSTRATE SHALL BE AS FOLLOYIS; (A) TO EXISTING POURED CONCRETE; (Min- 1'c = 3 ksL) 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY LT.W, BUILDER, (Min. rc = 3 ks7) 1/4"0 x 3/4" ALL POINTS SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPpN?'1/4-0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED W FLORIDA FASTENERS DIRECT; ,Pr'C, (Alin. 'f'c = 2 1¢i) 1/4'0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC., AND DISTRIBUTED 8Y ALL POINTS SCREW, BOLT &SPECIALTY COMPANY OR ANY OTHER APpROVEO LICENSED OR AUTHORIZE) VENDOR REGISTERED WITH THE waRAN SHUTTER SY5TEM5 ASSOCIATION, INC. (Min. Pc = 3 ksi} NOTES: AA) MINIMUM EMBEDMENT INTO POURED CONCRETE OF CR TAPCON W(U1 ADVANCED THREApFORM TECHNOLOGY ANCHORS AND TI,PPEP.t ANCHORS *IS 1 3/4". AND FOR BLUE TAP W/ CAP ANCHORS IS I 1/Y_ A2) MINIMUM EMBEDMENT OF i/4'0 x 3/4" ALL POINTS SOLID -SET ANCHORS SHALL BE 7/8' INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE FErMI TEO- 1/40-20 SS. MACHINE SCREW USED SHALL Be 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST, AND i' MINIMUM FOR WALLS WITH NO STUCCO. A3) IN CASE THAT PRECAST STOKE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL 8E AS INDICATED ON INSTALL NOTESNOTESA7} d A2j ABOVE. FOR INSTALLATIONS CN V1NYI- SIOiNO OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. FOR INSTALLATION INTO EIFS WITH METAL MOB SEE SHEET 20. (8) TO EXISTING CONCRETE BLOCK: (ASThI C-90) . - 1/4"0 TAPCOt1.CR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY LT.W. BUILDEX. - 1/4 0 x 3/4' ALL POINTS SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. - 1/4"0 BLUE TAP CONCRETEANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT. INC. - 1/4.0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC., AND DISTRIBUTED BY ALL POINTS SCREW, 86LT & SpECIA1.1Y COMPANY OR ANY OTHER "APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. NOTES: B_1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCCN, BLUE TAP W/ CAP ANCHORS AND TAPPER+ ANCHORS IS t 1/4" AND TAPCON WITH ADVANCED THREADFORlM TECHNOLOGY ANCHORS IS 1'. 8.2) MINIMUM EMBEDMENT OF 1/4"0 x 3/4' ALL POINTS SOLID -SST ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK NO EMBEDMENT INTO STUCCO SHALL BE PERHITTEDSTUCCO.. 1/4" 0-20 EXIST, AND 1' MINIMUM FOR WALLS WITH NO S.S. MACHINE SCREW USUSEDSHALL 8E 1 1f2' LONG MINIMUM SHOULD STUCCO 8.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL SE LONG ENOUGH TO REACH THE MATH STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTEOR IN &A82ABOVE ,DFs INSTALLATIONSUDS SEE SHEET ZOON VINYL SIDING R D� WITH OR N,iD-TOUT AfcTP1 STUDS CONSULT THIS ENGINEER (C) ANCHORS SHALT. 8E INSTALLED .FDLLOWiN' ALL OF THE RECOMMENDATFONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER,. SEE MAXIMUM E.D. 1 3/4- c2017 TILT_CO, INC. RULE BELOW FOR EDGE DISTANCE (ED,) VERSUS SPACING RELATIONSHIP FOR ANCHORS, 'ANCE VERSUS SPACING SCHEOULE FOR -ANCHORS: iCHOR SPACINGS ARE VALID FOR EDGE DISTANCES IND.'CA711 BELOW. FOR E. D. LESS THAN THE INDICATED, REDUCE ANCHOR SPACING 7NG SPACING SHOWN ON S.Ct1EDULE BY THE FOLLOWING FACTORS, 'ACING CDTANED USING FACTOR SHALL NOT EE. LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE, FACTOR TAPCON TAPCON WITH ADVANCED ,ILL PC' SOLID SET TAPPER + THREADFORM TECHNOLOGY BLUE TAP W/ CAP IN. SPACING MIN. SPACING = 3' MIN. SPACING = 3' MIN. SPACING = 3 1/2' MIN. SPACING = 3' 3 3/4" 4" IURfC CONCRETE & Pbfi�D C IE ��TE RCrM( POURED CONCRETE & POURED CONCRETE & aO HAE D BL OCIC CONCRETE BLOCK CONCRETE BLOCK TU-_4�D �tE CONcrcr BOOK 14d FFF9.=3' FQi ED.=3 i/2" L4tL E0.=2 ifY LOAM ED-3 1 TEN ER=3' MJi �=3 t/2' _ 71 E0.=2 1/2' 1 D 0.90 1.0 0.78 1.0 fl.84 1.0 0.81 1.0 - - 0.67 1.0 - -- 0.35 0.430-35 - FLORIDA BUILDING CODE (Non High VeFocity Hurricane Zc -- OO 2017 EASTERN METAL SUPPLY, .INC. TINT TESTING & ENGINEERING COMPANY 6555 NX 36M. St- St& 305. Vrd±lA C-4 O0 S. FI-�RIOA 33 Fl:cne : (305)B71-1536 fox : (305)871-1531 e-m07I: t;ff.0*C0$.C= EE--0006719 WALTER A. -FILL[ jr. P.E. FLORIDA Lic. R 4-1167 A.S.S.A. American Shuffer Systems Association, inc. 4268 Westroods Drive West Palm Beach, FL 33407 ter■ ■ A m■"YTM Accordion Shutter System RV. B3 ADE #1 W/ OR W/0 H.V. WINDOW R.ADE JLU 1D-Udb • 7/27/1 DATE: 07/27/17 2 3 DRAWING No 17-107 :Ei3 LJ B�EE;TR-n-,TE ViY1.KUM BAN (r) SOUTHERN LASE Na. 2 Mi MIN. ,5 0.55, SPRUCE PINE FIR NORTH DOUGTAS FIR Wj MfN. G=0.50 Wj MIN. G=0.43 - T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNTINGS M, N, O & R FLOOR MOUNTINGS Vd& X M, N, 0 & R FLOOR MOUNTINGS W &)C SPRUCE PINE FIR SOUTH W/ MIN. G=0.36 WALL MOUNTINGS CEILING MOUNT T M, N, 0 & R FLOOR MOUNTINGS W&X SOUTHERN PIE No- 1/2" MIN. CDX 2 vd/ W.w. G=o.5s, PLYWOOD DDU lA5 F7R W/ MIN. G=6S0 WALL MOUNTINGS B.O. SHALL MOUNTINGS P&O S&v - SPRUCE PINE FIR NORTH W/ MIN. G=0.43 B.O. YtALL MOUNTINGS S & v SPRUCE PINE FIR SOUTH Vd MIN. G=0.36 B.O. WALL MOUNTINGS S&V) L IBM wint Pa3pFt FMG(4 30 40 60 75 90105 ma RR,9!EgM FES8E FASZ+ V, 0�1IWERS-9-_,W( MW 9WiEfF.`-, WZ4(p) 11 30 qQ 60 75 90 ,OS 30 d0 6D 75 90 l05 30 4Q ED M GSe`i fZW7,£Fi0L$E 6k?£ ( 30 40 60 75 9D. 05 t2 70 iG 9 8$ 12 10 70 9 5 B t2 IO 70 9 B 7 12 10 TO 9 6 35 12 70 t0 7 3.5 12 70 1Q 4 12 SC 4 3 - 12 70 12 12 17.5 RYN kZFtERvTtFf 30 Id0 00 6 6 6 b 6 6 6 E 6 6 6 6 6 6 6 6 b 5 6 6 ?.5 75 6 6 6 6 5 .5 4 E.G,:^. 1 90 105 6 6 6 fi E $ 5 4.5 4 3,5 .5 3 3 3 30 6 6 6 6 6 6 6 LF3m 4D 5 5 5 5 S 5 5 k E tS,ts:13E"Ta (ixT1 . 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ANCHORS TO WALL, FLOOR OR SOLID WOOD SDFFTr SHALL BE AS FOLLOWS: - 1/4 U TAPCON ANCHORS, AS MANUFACTURED BY LT.4J. BUILDOC 1V/ Af1Nl.UUM EMBEDMENT AS 1ND1GliEp AT EACH SECTION ON SHEETS 76 ,4 f7. EXCEPTION: SEE NOTE 2 BELOM 2. ANCHORS TO HOLLOW CEILING SHALL BE AS PER 1.t0UNRNG T(E U, SHEET 17 AND SHALL CONSIST OF LAG SCREWS AS PER N'DS 2015 SPECIFICATIONS. 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No. 2 W/ G=0S5 (N.DS) -DOUGLAS FIR W/ G=0.50 (N-DS) -SPRUCE PINE FIR NORTH W/ G=0.43 (N.DS.) -SPRUCE PINE HP, .SOUTH W/ G=0,36 -MIN. 1/2' WX PLYNODD (1986 APA) 4- ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDAT'0.NS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. .•-Ft '• •.., �j�R a 02317 TILTECO, INC. 3 !L ECO,��, 'v"s �^ ^ T TILLIT TESTING & ENGINEERING COMPANY a• AC �' 4! 6355 N.W. 35M. St, S!e. 3D$ WINN% QdRDEKS, FLOP:OA 33 Pk-ne I •',• ,E 414 ; (305)871-1530 . Fax; (305)671-1531 -moil: lfe•'.......... ti• �'Pt5'., a WteeoacN.c M' {YT.LTER B`.TI� 01 er. iltil P.E. U7�iEJDA-iE FLORIDA Lie, 0 44167 A.S.S.A>. American Shuffer Systems Association, Inc. 4268 Westraads Drive West Palm Beach, FL 3340 Mori Nigh Velocity Hurricane @2017 EASTERN METAL SUPPLY, INC. W-- - -� ■"Tti Accordion Shutter System RV BLADE #1 W/ OR W/O H-V 4dNO W BCADE . viU 13-V03 //27/TJ DATE: 07/27/17 3 -NING 0o 4 7 rWALL FINISH F--114"0 TAPCON OR P==MADIXCID;-FF1MC0LMy / 1 112- Wr- PENETRAMt4 OWFTHREADED AREA TO EXISTING WOOD HEADER (SEE SCHEDULE ON spEpEr ts) EXISTING MIN. -27.4 ' wboo I -LEADER REQUIRED EXISTING I GLASS --I 10L TO SEPAWC-N CLAM M SCpIEDLAE CN SHEEF, I FOR BLADE 0AND ON SHEET tO FOR g HV -WALL H ADEQ iNSTALLATIl3N � MIN SEPARATION T1 i CONr-, (Si, - PLATE SCHEDULE ON SHEET 11) '/V11 TAPCON TAPCON V1AD"4CED THREADfDRM.TECHNcLjDCy W/ 1 1/1' Wn- PENETRATION OF THREADED AREA M EX[n, NC WOOD HMM fSEE SCHEDULE ON SHEET 151 — 1/4�V-20x3/41:* S.S. MACHINE f iv(DQ(R SCREWS W;/ 1/4'-2D NUTS In. 0 12- D.C. rEai �70 M q,., MIN. �24x4" WOOD 9 HEADER REQUIRED EXISTING SEPARATION TO CLASS SCHEDULE ON SHEET I G t5MIN SEPARATION TO GLASS EXISTINLE SCHEDULE ON SHEET f < 2-x4' CONT. WOOD PLATE REITD OR 1/4"0 TAPCON OR TAPCON V69TH ADVANCED THREADFORM TECHNOLOGY W1 112- ..1LLiii -Min. PENETRATION OF THREADED AREA INTO PUAWOOD C (BE SCHEDULE ON SHEET 15) DUSTINC MIN_ 2' 1/2 miN STUDS 0 16, a. Itu. PL*eWOOO REWD. rDx PLYWOOD RwOX ,o. T BE WALL LEXtSPOIG MIN. 2'x4" STUDS @ '96' D.C. MAX. REVD. AffA'9ZDLyTT%TLR)0S 114 PUANOOD TO BE ATTACHED To STUDS 114 ACCORD— ACCORD01-1 -� 1/4"0-2OX3/4" S-S. ;MACHINE SCREWS Vil 1/'4"-20 NUTS U 12' f 70 SCHM 11 rOi Dasnpic SLAD 11 1/4"0 TAPCON OR NOTE, U " FIFOR AS$ JJBL TAPCON WIIH ADVANCED: I -SEE SHEET 4 FOR TYPICAL a TE THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. SHUTTER 1/2- Mill. PENETRATION OF 2-MOUNTING SECTIONS CAN BE Wa . 4 - ED THREADED ArCA INTO PLYWOOD COMBINED IN ANY my To )` M 1: NST l (SEE SCHEDULE ON SHEET 15) rSU�11:7ANY INSTAT LAY7"TON. %M; SEC71ON 2508 OF THE F-g.rt SECTION 2308 OF THE ®HV WALL SILL iNSTALLATFDN F,SX. @) HY WALL $fLL INSTALLATION FE�IJPtAnQONS OF USE 4b �F Up A N SWE�E BLAZE §AIDN SHEET 6201-i TIL-TECO. INC., ............ IL EC0 TiLLIT TESTING ENGINEERING COMPANY TA or 6355 N.W. 36th- St, Ste. ZOS, MR0,mA QMMEtIS, FLCMA 33 F" : (s05)071-15531 EB-0006719 WATJBR A.7JLLrr Jr. P.E. FLORIDA Lj, f 44167 P.E. /DATF N 19 FOR & 0 I TAPCON OR TApCON (SEE SCHEDULE ON SHEET 15) 2'X4- CONT. SILL PLATE REQ`b. IN To CLASS ON SHEETI I 1/4"O-20.3/�4' S.S. MACHINE SCREws USING 1/4'-20 NUTS 0 12- O.C. , 11 I ADVANCED 1 1/2- AREA TO j ' ku U I f III 15 . L-EQ Ell —I- Milli, 1/4'0 TAPCON OR TAPCON WITH ADVANCED % THREADFORIA. TBCHN0I-0Gf W/ Min. PENETRATION OF THREADED AREA To EXISTING. WOOD wADER, (SEE SCHEDULE ON SHt-fT 15) YZALL FINIS-H 'o ' ,�� BY WALL SILL INSTALLATION AwS.S.A. American Shuffer Sysfems AssocIalion, Inc. 4-268 Westroods Drive West Palm Beach, FL 33407 )n High Velocity Hurricane 2017 EASTERj, METAL SUPPLY, INC. ��wau map% "w PIT Accordion Shutter System K.V. RAM #1 W/ CR W10 KV. WMW EUM I AWING No 17-107 PMLL FINISH 27-:­ ­ -_ -1131, - _ a �.l j r- 13 1 ty 114 r rk L a ID U _btt 5HUf 79 FOR MAX SPAN & DESIGN LOAD FOR 4 7- �i 1 1/4`% IAPCON OR LLAT-19N WITH BLADE nl & WORKING IN UNISON I TAPCON WITH ADVANCED 4"X8' n-, OR 2' Ulm L ER /:D 'i TE;90MLII% V=Q BE EDGE (fF APPLICABLE) i � r , N STRUCTURAL A=-UACY FCIR`� -2(14/e S.5 RFADEO o 1/4,0 OF 03STINr WOOD SEAM PHILLIPS TRUSS HEAD EXISTING WOOD HEADER. 7jfi. MACHINE SCREWS 10 BE CERTIFIED BY r (SEE SCHEDULE ON SHEET 15) OR W1 1/4--20 NUTS ARC EXISTING WOOD TRUSSES OR SHUTTER INSFALLATION 1/2- RAFTER 0 24' F D.C. REQUIRED t OR 1 1/4-0 TAPCON OR -4 TAPCON WITH ADVANCED TECHNOLOGY �EXISVNG SOfTTr �2571 THREADFORM NA � > MdX. W/ 1 1/2' Min, PENETRATION 3111l')A= THK OF THREADED AREA TO -7rEo-- fl4x3//4-" r-E EQ--, _`-4'xlj8- COM WA UM. TUBE \-OPTIONAL EXISTING WOOD HEADER 0 S.M..S- (SE�Z 45CHOULE (SD63�-TEI ALLOY) W/ 04 SHEET 15) 9! 6- Owe. I or or t D @ (3)51160 LAG SCREWS To I Or or EACH RAFTER OR TRUSS: LOCAFE LAG SCREWS AT �EXMTD%IfDTH OF EXISTING WOOD [STING MIN 2"X4" MEMB EX. G-4 IL_2!!= MN, SEPARATION TO GLASS OPEN -HOLE AT E)k,^H� ER. (2" fAn. NOMINAL STUD TO ACCEPT 12" OP'THREADED _ET - SCHEDULE ON SHEET I MENNUL/ (SEE 11 exanNG 51 GLASS ­� 5/100 LAG SCREW x AREA. VAU J_ 4 AT CENTER Of TUBE. D FOR ALA ODDS WITH IXI ANZ MAX kS.D.. DESIGN L &) BY WALL HEADER INSTALLATION 1 To ow�s (R.- _'EFARAJK?bI SCF� ON SP7 a9'�O' MAX. SPAN. THIS GLASS—, To oAm M FOR s7i=lUE CN: r INSTALATIOu is ONLY VAUD a' SHEET Ig fcR I OR I r 11 FOR BLADE w FOR WOOD V11 f.j". SPECIFIC 1-� SHEET 4 FOR TYP=L SKUFTER ASSEmmy 'c's, MTV M SKEEr 19 M GRAVITY OF 0.50 AS DOUGLAS 2-MDU=Xc SECTION-D CAN BE COMMED sum- 0 a I OR a,* FIR OR SOUTHERN PINE l4,. 2, IN AM WAY TO SUIT ANr INSTAILLATM lHV CEILING INSTALLATION OR EQUAL F, U 14V CEILING INSTALLATION V SE.;RgRM Ts c-ASS (SEE OR (r MIN. SEPARATION TO CLASS SUEDULE al SFW I MIN. (SEE SCHEDULE ON SHEET ii EXISTING 11 FOR EJOEqlno SEPARATION TO _F GLASS OUSTING GLASS\ 'a4 D'M 19 foR BADES a & �2) A J(SEE SCH EDULE LE GLASS--J (0 N Sq�:ZETT1) ALTERN 'ANCHOR WALL- LOCATION FINIS H/ 1/4-j #IOX3/4" HEX CLASS--, M�fj 0* 7 WASHER HEAD TEK 2'x6' MIN. WOOD 2�xfi' MIN. WOOD- SCREWS 4 1 v ox DECK RE:QUIRED (NO FINISH DECK FIC -QLnREb (No ALLMED) FINISH ALLOWED) ZJ EDGE LEQ­ 1 11 OF EDGE OF DECK- r, IF APPLICABLE DECK IF EDGE OF DECK e S Fff 1/4�70-20.3/4- S.S. APPLICABLE IF APPLjCASLE . . . . . . . . 114�"O TAP-1 -.PHILUPS TRUSS HEAD 2 CONS TARCON )WTH ADVANCED Lfi MACHINE SCREWS . !,I. THRFADFORM TECHNOLOGY — 1/4".0 TAPCQN. OF. TAPCON WITH ADVANCED I SILK PLATE 1/4'-20 NUTS I ECH 1/4*0 TAPCON OR TAPCON WIll ADVANCED THPEADFORM - 0, REM) I W/ 1 1/2" Min. PENETRATION a 12* O.C. -1 4 2' MIN. THWADFORM TECHNOLOGY W/ 1/2 MIN. OF THREADED AREA To TECHNOLOGY vl/ 1 1/2" Min. rENErRATIoH OF THREADED PENETRATION OF III—_ DUSTING IYOOD HEADER, AREA TO EXISTING WOOD HE8DER, (SEE SCHEB�JLE ON SHEET 15) AREA TO EXISTING- WO03 HEADER. (SEE (SEE: SCHEDULE ON SHEET 15) SEE LURIT F USE FOR SCHEDULE ON SHEET 1-5) BY. WALK —OVER INSTALLATIONt (Y' HY WALL SILL INSTALLATION V,as IWI—Ml FLOOR INSTALLATION FLORIDA BUILDING CODE (Non High Velocity Hurricane Zcnp_,' V-2017 T[LTECO, ME, 02017 EASTERN' METAL SUPPLY, INC. &S Z BERTHA HVTM c Z:7:17L:rE:c :07, A.S.&AAccordion Shutter System H.Y.VaADE #1 W/ OR WIG RV. WWW RADE American Shutter Systems TILLIT TESTING & WGINEERING WMPA14Y Dz=wwN DAZE !� LG %/2 6355 V.T. 35%, St, Sit- Z05, MrGM V�ORR FLOA 33166 Association, [tic. -ATE 7 4 I OLD 15-085 07 27/1 F�r /17 ',P,- V Phone: (305)87171530.. Fm : (_105)1271-1531 4268 Westroads Drive 2 WeSt Palm Beach, FL 33407 3 �iAEB-cnD6719 bpAMNG No L EO WALTER A. TJULT Jr. P.E& FLORIDA U� 144167 17-107 F.E. SEA0§l_G'N_A'_l*URF/DATF El C." S Tao' NAi 1>'t:raD 57iAi5- -. i}4'e TK'CON (.i5 AF+41GHE} POMTRT31Wt N m SftIDSM W mumm `}� }4yJJ 1 EMSMG CIA55— /% T6 1/2- CVl( M.'= Fi:FOLL2 1/1• ffltl �ijoR Qy �•�q'�'•�e18~i'• r.Ja END CONNECTION DETAIL :J END CONNECTION DETAIL�3 M. Ym06 P6O.2 FXStih7, GU65 � ``��irri 1/2• 1!tl� �a'eaF OY S:ES 50.Z. �Q4✓�i/ I (1011/$' SN3 J ot6 4v sip reTV" . FDR � 0tt -jrg• s� OP:TLCTLPY END CONNECTION DET&I - / CLASS nsnnc ' I Wl TA 04 K:CF,feL SJI;S, -- — 'W/ 1f/2• DIN.1 610 0.0. Ile " PFN°TNasON 6 t2' 8.G I +t i. :OR m.�t( Lew uw. axc� WrJ:-Lv-::'O°'Gatia• a sR�cs REay. flN9iy' !-...ia:•i3��5i•.a�L�T.nse END CONNECTION DETAIL ,12'• z y v firm' END CONNECTION DETAIL 9} PLAN D TA L `+vVr , .Cf e. &2017 TILTFCC. INC- {�t3 • TIWT TESTING Ec ENGINEERING COMPANY 6355 &W- 361h, SL. Ste. 3DS, YMW6 CARD- , FLORM Phan¢ : (305)871-1530 ..F= : (305)871-1531 ,t1S a -me& tateco®ooLcom P.E. SEAL /SIGNATURE/DATE FLMDA u` 9 44167 91 f/Y WN. m% RYNg0. ' S/2• t� •U£ I' Eit 2' Yd. AllINYA1 CLT HWE (EOfiS-T6 •. n:�.A HTiGSST b3 gtolth• s.us. ,Io(i x 191E Ai 1^0.G�ac� A A.S.S.A►. American Shufter Systems Assaclatlon, Inc. 4268 Westroads Uve West Palm Beach, FL 33407 t- 11% 390 STOPS. S ti'-Lico ) Y _6I6YG CLASS END CONNECTION DETAIL RrG>nEII ONLY FA9 SPN5 tRFAT[t TFAry 12'-c` ♦ SEE LI NTAMONS Of ll�,— FOR f3LADE (9 ON SHEET f9 WUL (hen High Velocity Hurricane Zon 02077 EASTERX METAL sUPPL't, INC. BERTHA HVTm Accordion Shutter. System IV. tA� #1 W/ .OR W/O KV 4 NIM NADE NC DESCRwwa .DUE DRAWN BY. Lc. 1 01-B 15-ces 7/Z7/( WET 07/27/17 1 DRAWING No r 17-107 F-f �V oa 01rL� I'll EXISTING GLASS ELEVATION MN SEPARARON TD QAss ---_ ND �lnE�sICR 1� - i FOR MADFCU` 10& A /711 ' TYP. SYMMETRICAL CENTERMATESID1 tiz W/ 24 OR AND VI/0-@ (SEE NOTE 4 A5ONQ PLAN c 1. UM, A.&O. DEMM PRESSURE %Aiwa; +1 T0, - 1SD psf. 2. MW(. SHUTTER SPAN: 96' 3. ALLOWED MOUNTINGS: A. D. O & H ON SHEETS 6, 7: A5 WELL AS UOUNTINGS M. 0. T. U & IN ON SHEETS 16 & 17. 4. ONLY CENIERMATES 1 (BOTH W/ 4 OR ARE ALLO'l&D WITH ©© �1fOtJf. MUST RE� ONLY ATP UE OR ACCESS SIDE OF OPPOSING 5.'(A) HV WINDOW BLADE @ SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS (311 HOLES) FOR ®T'ER'BiADE-AT SPACINGS SHOWN ON SHEET 4. (B) MIN. CLEARANCE FR9k TOP OR BOTTOM EDGE OF HV WINDOW BLADE 1 OF ANY 3'0 HOLE FOR SHALL BE 12% (C) FIRST OR LPT BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV WINDDIV BLADE t (D) HV WINDOW BLADEi®. MUST BE USED ALTERNATE TO A SOLID HV BLADE 1Q THROUGHOUT SHUTTERS Ww-L {E) CET�jERMATES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID HV 1 AT.EHHER SIDE OF THEM. (F) POLYCARBORATE hV WINDOW ® SHALL BE INSTALLED SO TABS FACE THE INTERIOR OF THE OPENING BEING PROTECTED_ HV WINDOW MUST BE ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVIDED BY ASSA. INC: & SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS ON SHEET 15. AS LIMITED BY SPAN AND DESIGN LOAD (SEE NOTES' 1 &'2 ABOVI)_ 7. SEE ANMOR SPACING SCHEDULE FOR INSTALLATIONS INID POURED CONCRETE OR CONCRETE BLOCK WAIL ON SHEETS 12 & 13 AS UMriFD By SPAN AND DESIGN LOAD (SEE NOTES I & 2 ABOVE). 8. MINIMUM SEPARATION TO GLASS SCHEDULE PER ASTM E-1996: WIND ZONE MINIMUM SEPARATION TO GLASS 1 THRU 3 } 4 6.25' -2t I t 1 �� i249 , / / Hurricane R2017 niTECG, wG- --- 02017 EASTERN METAL SUPFL,Y, INC. F BERTHA HVTIJ LIMME: C O -- A.S.S�.A. Accordion Shutter System •'�ADE f .'K ,' TILUT TESTING & ENGINEERING COMPANY H'V. BLltDEt W� DR W�0 H.V, �yit�C}�+ 8! American ShUtf@r Systems RI DESCTDPNON DATE DRAWN BY: La E355 14-W. Seth. SL. St- 3L5, 'RROLNR C4Wa,5. ADRMA 331Associction,_ Inc. I OLD 15-08$ 7/2711; DATE. 07/27/17 e ,Ei •< �l�t�4ti •;o,� y `w. •....... 1y^�\ ts11i Fhene : (3o,)e71-T53a ..F� : (3Ds 871-1s3; 4268 Westroods Drive 2 rmaA::ilteco.EPm DRAWING NO Ee-CDD67T9 West Palm Bench, EL 33407 a 7 WALTER A TTLLIT JE P.F. .. `' FLORFLORIDA Uc. A A4167 P.E. SEAL/SIGNNATUATU RE/DATE s " THICKtbn. VARIESGRADE 40 .L 2AIES TEEL6' O.C. f r tit x t L1 i ., .3/S'x 6 S Jt i 0.035' THICK Win, �i3C COHL ctv. STEEL }RACK CHA.ti'NEL. i ®6" O.G� ®B' AS+M.A-fi53 GRADE 40 Mn. 0-60 t GALVA.N2E0 FASIENE6 1p STUDS t i '4YJ (Zi ;+fixi/2. TEK SCREWS ON i (fXtST,NG flNisN INTERIOR. & tEX�e OR. FACE f A5 APPLICABLE I EXISTING GLASS—L M. SEPARATION TO GLASS ~(SEE SCHEDULE) r 1 , , t _1 3/4'. 6 1/4'x 0.035' Iii tAin. i ��EJ�#S STING FINsp ' CONL CAM STEEL TRACK CHANNEL.. 1 1 APPLICABLE I ASTM A-65 3 GRADE, 40 Arm. G-E0 f ' GALVANIZED FASTENED To STUDS I 1 WS ON 1/EXFFRIOR hT/i1(LORj& FACE 1 } 13 6` O:C, S 1 G 6 P.C. El i r N RAt LMTTATIONS AND CONDTTIONS OF USE FOR BERTHA 31 HV BLADE ACCORDION SHUSYSTEM INSTALLATLON TOMETAL STU WALLS. MAX. A.SD. DESIGN PRESSURE RATING +75, - 75 (pst) MAX. SHUTTER SPAN_ 840 3. ALLOWED MOUNTING: MS ON T141S SHEET. 4. ONLYA.ENTERMATE.21 W/ 24 HV LOCK ARE ALLOWED WITH 21 ARRAN.GED A SY METRICAL LAYOUT_ USE O (2) 35 (6- LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT YLERIOR OR INTERIOR ACCESS SIDE OF CENTERMATE. BLADE SLACK DETAIL HVF IS ALSO VALID FOR CENTERMATE 21 APPLICATION WITH BLADE 1Q 5"x i 1/2-x D.035' THiGK w F;4•-441E5'� 'lJ Min. ASTM A,-653 GRADE 40 + c2; CS Nfl 6" O.G- MT L STUDS S AT site t" ,� MS WALL 14EADER/SILL INSTALLATION METAL STUD$ AT }6' O.C. Airt- _ C i EXISTING GLASS- 43a 436 4 _L SYMMETRYCALCENTERMATES ; I - -�J :.• : - ' 1EXTROR ACCESS i SYMMETRYCAL .., t•';y;. CENTERMATES : INTERfOR ACCESS SIDE: ­. Min.) (5" Min.) 4 ' f 3 (COn1.) 6 1/2" (Typ.) 7"� � 7' H k HVB BLADE SLACK DETAIL HVF HVC $2017 TRTECO. INC- 7 fTl LTE C 0 =,m c- TILLIT TESTING & ENGINEERING COMPANY 6355 K.W. IM. $t_ Ste. 3a% MR.S"a. � Moms. Rope .1 33 (305)871-1530 • Fox : 1305)671-153iom a —mot: tit"000.Le '... 1�g�i •••••'•'"C I ;f� 91AL-M A rRLUT Jr. P.E P.E. S %)C ATYlRF%DAtTF- FLOKOA LIa f 44167 RInPt1-LJ �4jj -i2.00p'Mcn,} 43 Do NOI�tiNet ALUMINUM SLEEVE 606.3-T5 ALLOY SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM AMU E—l996 � GATIO 1 THRU. 3. 1. 4 4" NG FRt:SH AS APPL TOP & BOTTOM) MIN. SEPARATION MARIE TO GLASS 2- (SEE SCHEDULE) Max- i I IN I 6 1/2' MAX. SLACK A.S=SmA. American Shutter Systems Assoctation, Inc. 4268 Westroads Drive West Palm BeocN, FL 33407 TI 43 .1 O4" o-2©Xr BOLT MUST PENETRATE .3c 1" 1.373" i � 1c `1/4-o-20 THREADS 4�c i /4"0 ELCi? CONSTRUCTLt1N PRODUCTS FAB—LUK HO COMPONENTS SCALE Vs5 _ 1 3/4"x 6 1/4'x 0.035' THICK Mn. .Cow rALV_ STEEL TRACK CHANNEL, 1AST14 A-653 GRADE 40 Min. G-60 c v ; AL AN ZED FASTENED TO $T11D5 N eT/ <2) #6x1/2' TEK SCREWS Or,, INTERIOR & EXTERIOR FACE I LOCATED AT 12 H HFAOER/SILL ENDS VIEW Y SIDE CONNECTION TO TRACTS C-2017 EASTERN METAL SUPPLY, INC- BERTHA HVTM Accordion Shutter System FLY. BLADE #1 W/ OR W/0 FLU! WNXW BIACE FI2 DESCRUPTION DATE DRAWNOLD 15-065 7/27/1 GTE 07/27/17 DRAWING No 17-107