Loading...
HomeMy WebLinkAboutProduct Approval GENERA tvoT�s: I BERTHA H.V.ACCORDION SHUTTER SYSTEM WITH H.V.BLADE 3 W/OR W/O H.V. WINDOW BLADE#3 SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH 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 1609 OF THE ABOVE MENTIONED CODE,FOR A BASIC VINO SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL BE INSTALLED WITH A DIREC11ONALITY FACTOR Kd-0,85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A.&D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 5, 6, 7, 8 & I& IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN-WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.O. DESIGN WIND LOADS TABLE OF CONTENTS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX. (A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 5, 6; 7, 8& 18. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVER STRESSED,A 33 R INCREASE IN ALLOWABLE STRESS FOR WINO LOADS WAS NOT USED IN THEIR AREA 1; HV( 8M S ANALYSIS..HOWEVER,A WIND'LOAD DURATION FACTOR CO-1',60 WAS USED FOR VERIFICATION OF FASTENERS SPACING IN WOOD. BERTHA H.V.ACCORDION SHUTTER SYSTEM WITH H.V. BLADE#3 1W/OR W/0 H.V. t"INDOW BLADE#3 ADEQUACY FOR WIND AND IMPACT LOADS HAS BEEN VERIFIED IN ACCORDANCE GENERAL NATES. SHEET 1 WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB OF SOUTH FLORIDA REPORTS: SYSTEM COMPONENTS. 1-21 SHEET 2 1 H.V.BLADE 3 0403.01-08 WITH ADDENDUMS#3&#3k DATED 4/30/14,AS PER PROTOCOLS TAS 201,202&203 AND ASTM E-330,ASTM E-1886 AND E-1996 STANDARDS(MISSILE SYSTEM COMPONENTS. 22-36 SHEET 3 LEVEL D,WIND ONES 1,2,3&4).0825.01-10(WITH ADDENDUM,#2, DATED 4/30/14), 1220.01-10, 1209.01-1D&0422:02-14,AS PER PROTOCOLS TAS-201,TAS 202 &TAS-203, LARGE MISSILE. TYPICAL SHUTTER ASSEMBLY. SHEET 3A -( H.V, BLADE#3 WORKING IN UNISON WITH IA H.V.WINDOW BLADE#3#oa29.a1-oB WITH ADDENDUM#2,DATED 4/30/14,AS PER PROTOCOLS TAS-201,TAS 202&TAS-203 AND ASTM HV BLADE 1�AND WINDOW BLADE (1A1 E-330,ASTM E-1886 AND E-1996 STANDARDS (MISSILE LEVEL D.WIND ZONES 1, 2, 3 & 4). � 2. HV � - 7DH.V.BLADE#3 AND H.V.WINDOW BLADE#3 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDMO14S OF USE (WHERE, ApPLIGABLE) INDICATED ON SHEET 8. _ TYPICAL SHUTTER ELEVATION&NOTES.ON LOCKS. SHEET 4 2.BERTHA ACCORDION PINS(@. 304. 35 OR ALTERNATE 636, SHALL BE AS INDICATED ON SHEETS 3&4,USED AT BLADE'S KNUCKLE.'ACCORDION PINS 32 ,USED AT HV DIRECT MAXIMUM SPAN TABLES. SHEET 5 MOUNT SHALL BE AS INDICATED ON SHEET 3.PINS SHALL BE 410-HT MINIMUM SERIES STAINLESS STEEL SCREWS WITH 173.6 KSI YIELD STRENGTH AND 187.4 KSI TENSILE STRENGTH, ANCHOR SCHEDULE- CONCRETE SHEET 6 PINS SHALL BE COATED WITH BERTHA HV DAOROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS;REGISTERED WITH ANCHOR SCHEDULE- CONCRETE At BLOCK. SHEET 7 AMERICAN SHUTTER SYSTEMS ASSOCIATION. ANCHOR SCHEDULE- WOOD SHEET 8INSTALLATION DETAILS 1-6-CONCRETE&BLOCK SHEET 9 3.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063-T6 ALLOY AND TEMPER, WITH Fy - 27.1 ksi MINIMUM (UNLESS OTHERWISE NOTED). INSTALLATION DETAILS 7-9 -CONCRETE&BLOCK SHEET 10 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 516 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 AND SECTION 2411.3.3.4 OF THE FLORIDA INSTALLATION DETAILS 10 -METAL STUD SHEET IDA BUILDING CODE WITH 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH. INST. DETAILS W/HV CENTERMATES®& SHEET 11 S.BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR ATSI 304 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. INST. DETAILS W/HV-T"LOCK C£NTERMATES &09 SHEET 12 6.SEE SHEETS 6-&B FOR ANCHORS SPECIFICATIONS ON DIFFERENT SUBSTRATES. !NST. DETAILS VI/HD CENTERMATE! _®& SHEET 12 ENO CONNECTION DETAILS 1-6-CONCRETE&BLOCK SHEET 13 7.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT#6779582. COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT INSTALLATIDN DETAILS 1W!-6W-WOOD SHEET 14 #5458179 ISSUED TO EASTERN METAL SUPPLY,INC. INSTALLATION DETAILS 7W-70W-WOOD SHEET 75 S. 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. END CONNECTION DETAILS 1-6-WOOD C� SHEET 16 CONTRACTOR To SEAL/CAULK ALL SHUTTER.COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WTTH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. AREA 3: HV WINDOW BLADE M_ONLY 0. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS,MUST TYPICAL WINDOW BLADE&WINDOW DETAIL SHEET 17 PROPERLY CLOSE ALL CENTERMATES AND ENGAGE OR LOCK ALL LOCKS. TYPICAL SHUTTER ELEVATION SHEET 18 10.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUMNG CODE.ONE LABEL SHALL BE PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 11. BERTHA HN.ACCORDION SHUTTER SYSTEM WITH N.V.BLADE#3 W/OR W/0 N.V.WINDOW!BLADE#3 INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS ORAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION VIHERE PERMIT IS APPLIED TO. 12. (0)THIS P.E.D.PREPARED BY THIS'ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.O. (t:)CONTRACTOR To BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E:D., PROVIDED HE/SHE THIS DRAWING SHALL ONLY BE USED TO � DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT, CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c)THIS P.E.D.MALL BE CONSIDERED INVALID IF ALTERED BFS Y MY MEANS. OBTAIN PERMITS IN THE STATE OF FLORIDA (A) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.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. eeuA��i p�ctru, (e)ORIGINAL.P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF TPEFr„LC6kca�N/dN4 ENGINEER OF RECORD THAT PREPARED IT. 1 V�'.f�glff..ffC4� k FLORIDA BUILDING CODE (Non High Velocity Hurricane tone) ENS"'•,•11 2 02017 TILTECO.INC. ©2017 EASTERN METAL SUPPLY,INC. BERTHA HV' RECEIVED o �4 %. � � � � Accordion Shutter Systein CO �K'c. ® ■ . cr Hv BLADE#3 wloRwoKy.ut American Shutter Systems aev.No OrSCRIPTION DAZE OPAWN 0Y:L.C. DEC rf ryft p ',0"•.., '� 1" TILLIT TESTING & ENGINEERING COMPANY l� a �t+ 4J �� .Association. Inc. 1 ow is-aeu it26/T DATE;07/28/17 GU�O DR D---�- -r`— 6]55 N.W.36Th, 5)ste.705"V.F.Xt:(OMj,l-fSFLOROA J316 4268 Westroods Drive 2 Phone:(3Ds)671-15aD.Fax:(3Dsje71-Tsar DRAWING Na Q L _.Ua Ult-0a 1—re West Palm Beach, FL 33447 3 17-108 T-k L211;C0114MY, ParMitting '^r- EB.TILUT19 •uq/.'"" WALTEa A.TIWT Jr.P.E. F FLORMA U..#44167 5 SHEET -- P.E. SEAL/SIGNATURE/DATE 6 1 OF 18 FILE 4.673" m O8' 0�0 o 1 1.915' .715'C 5 iap 4.371' 297' sO63' 1.882' 1.91Y 5},, ;, .125"o o J4' Y.TOR K.VOCA `Ipn .O6D' .083" o �.�-;070• n - 3 - O 8 6 VJaE 1n 0:306" 'fl •.a p,!�• �--•(- 'P ry .ta0' 083' aa3' .060' ° 1y 2.000' L-7,,qe i- b 0.158" 5T` � .060• a< 7 0.334=� C 0.584" �� .670' .36_ -� q '.060' " o`Ql 1.180' eyh� .-- 670' a1tA' .060"o $.D00'tAA7e.-----E 1 HV BLADE#t3 � 1.694 4•L 1.160' 1.718• i 2,207 F.6es MT s7n SS1p �^ 08ALUMINUM ANGLES HV WINDOW BLADE#3 t � 3.520 5520" 3.893' �.' HV HEADER 3 HV B.O.TRACK QUALIFIED FOR USE W/ HV • SEE LIMITATIONS OF USE4 HV HEADERISILL 4A HV 1"B.O.HEADERtSILL BLADE a FOR BLADE 6 ON SHEET 18 QUALIFIED FOR US Vlj HV QUALIFIED FOR USE Wj HV BLADES ,� BLADES Q® QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 1A BLADES( .@ BLADE d I- x 3.22e' .?, " 0 3477 1 �.6 2.226' 063" 2.000'UA%. � 1-459- n (TYP.) 10 Q�) i 1.491" ` X Y L y � IAN.X IAN.Y MOL 1 ' q, .62' o ry c o 3 tv€== 1Y c O,J .072 ot6 H 3.352" 1522` tt a 2.092"--1 7.072" .072 3.22fi' 4.874' � ` X 9 HV DIRECT MOUNT 10 ° SIDE ANGLES ' r HV ADJ.FLOOR TRACK 7 HV ADJ.ADAPTER Wf LIP (�HV WALK-OVER TRACK QUALIFIED FOR US W/ HV HV 901180°STARTER 12 J QUALIFIED FOR,SE w Hv 11 CORNER POSTS QUALIFlED FOR USE W/ HV QUALIFIED FOR.USE W/HV QUALIFIED FOR USE W HV BLADES t ,11 BLADES 11 1 QUALIFIED FOR USE WJ H1 BLADES(I)AR BLADES(1),� BLADECD o15 71.95'+0.125 THK. QUALIFIED FOR USE W/ HV BLADES tD, - e X45 NEOPRENE SPACER 8EUVEBI BLADES 01 ,@ .660"� 0.754145'A.500''�}� CENTEHMATES/S.%PLATE 4.576" I i/a'-10+tI2' i/4"-20 THK.Spa N51 SS. 1. i FLAT IRAQ THREADED IE CAST 745' 2.283'-•-• 2)I/4b-20 HOLES FOR 2.293' .745' p MT BAR 1 {2)(16'0-20+1/2'5.S.14S. S.sJdS ® HIE ENAMEL 1/7xitF�DEED E CAST OWED PAINTED OAREDHOUSUIS DuvEL a•o' °sq A 00.3t80 1.940' .318' !TAKE➢PAltNEp <<O,0' o o a o x4.700- .31$" oa, .675" 1.940" I GRHNaa R D62" �p H ! Tsp r'•' .318• 1:32 i p•6T5' �45q+ (1)9116 3-16 HOLE FOR(1)/I6'@-16+1 5/8' I �BRA59 C'MIOER <D,) H.V.S.S.THREADED THUMB SCREW W/ACETAL HEAD I Al KEYS(CHRORE ONSS CtiIH", a'13 14,HV CENTERMATE HV FLOATING CENTERMATE S.S.SALT WATER LOCK .49z' T.A19` PLATED) (CHROME PLATED) .9$4' QUALIFIED FOR USE HV QUALIFIED FOR USE W/ HV 16 QUALIFIED FOR USE W/ HV BLADES t� BLADES T.0 BLADE(D-- 875' "8 z87{ 1.045• Rs,> 321 16 H.V.LOCK 17 /H.V.EGRESS LOCK 1.753"- QUALIFIED FOR USE W HV ✓ 1.7ss n QUALIFIED FOR USE W/ HV o BLADES 11),(1,A} BLADES ,,1„} !n R ii aC0 1.000 a n a _ 66' o I COMPONENTS , $ 0 6063-T6 ALLOY AND TEMPER .622' SCALE 3/8"=T" HV MALE"T"LOCK HV FEMALE"T"LOCKL� _ ) L--2.750•--I 21 HV"T"LOCK 2.760` 18 CENTERMATE 10 CENTERMATE PLAN FRONT ELEVATION QUALIFIED FOR USE W/ HV QUALIFIED FOi? US£ Wf HV QUALIFIED FOR USE W/ HV tE7ezr'Zf} '-J�'CLIP FOR"T"LOCK CENTERMATE BLADE(D BLADE( BLADE1 2)a+°�1r4 n. 'Y3UALIFIED FOR USE W HV BLADE 7 FLORIDA BUILDING CODE (Hon High Velocity Hurricane Zone) '••CL 02017 TILTECO,INC. ©2017 EASTERN METAL SUPPLY,INC. BERTHA H<IITFA Osay. AS.S,Am ordi n ohuiterSystem /1-1LTEC e V.BLADE#3 W1 ORR / V.WN'WN MADE'p " TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.N° DESCRIPTION DATE DRAWN BY:LC, fi Q tie' Association, Inc. T OLD 1s-pes i/2at1 DATE:mf28f17 ,+F+ •. •: 6365 ttvt.361h.St„Ste.305.ViRptit+y OARDEHS.Ti.ORaA 3356 4268 Westroods Drive 1 Phone:(305)871-1530,Fac:(30.5)671-1531 DRAWING No A XON^p�A4 Q� �' °-mail:tlltceoE7°o4°0m West FaSm Beach, FL 33407 3 A4�`'Gar'' EB-0006719 4 17-108 ''"• VLALTER.A.7ILLR Jr.P.E. 5 SHEET P.E. SEAL/SIGNATURE/DATE FLORIDA u..d 44167 e 2 OF 18 .255 -t r 0 1.917" 1.917 'o o _ m • I THUMBNRN -12-1 " 063 ;o.. ,'�mY,m' �e1i� .ae!-o• 214•im-nma alz I' 38nv ,m� iIII ( _ ,I 2 L . . MIN. CYLINDER3" KY LINO R eN.063214 .545" ° 0.875"Min. _�.,...,._. v I n m'i e o 1 .125"Max. 375•509 m R o 00 m 2g 12"LOCKING ROD 6® 6"LOCKING ROD 22 HD CENTERMATE 23 HD CENTERMATE 24 HD CENTERMATE'S m m ° ° I QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV W/LOCKING ROD W/NO LOCKING ROD INSERT 604"L S BLADE Q1 BLADE 10 QUALIFIED FOR USE IV/ HV QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADE 01 BLADE(j) BLADE 0 cYUUM13NRRN 0 l V ,�� INSTALLATION N9LL REQUIRE A OR KEY 7/.ifi"HOLE DRILLED AT TRACKS FOR PROPER .I"'Lrn. CYLINDER EMBEDMENT 1.78"Max. BY REGENT HARDWARE MORTISE LOCKS 25 HD LOCK SERIES 2333 HOOK BOLT LOCK. 3/16'0 tl/2' 1.110•I- QUALIFIED FOR USE W/ HV s.s.RnrE�s BLADE 1 0.324 3/16'x7/8'0 .475• NYLON WHEEL LQ .475•Z;j 50wo Typ-Ir o 1 e'✓''� ELEVATION A 1/4 .375•eC71 .320.0 27 HV 114"0-20 AISI 304 SERIES7®HV 318"0-16 ACETAL P8 yV LONG RECESSED 29 HV SHORT RECESSED 30 HV NYLON HAT 31 HV WHEEL CARRIAGE S:S.THUMBSCREWS THUMBSCREWS NYLON BUSHING NYLON BUSHING WASHER AISI 302-303 SERIES QUALIFIED FOR USE W% HV QUALIFIED FOR USE W/ HV BLADEQ7 BLADE(1) .365"o .365% .400'0 .13-65-"0 DrD .500.0 1n N I O m 0.204• I a .191.0 ,IS]• • a .204.1 J59'° o COMPONENTS N= (CONTINUED) N.T.S 0 0 O o n n 32 HV DIRECT 33 HV PIN 0 BLADE 34(J / 8 HV PIN(a) 11 35 HV PIN MALE KNUCKLE 36 ALTERNATE PIN MOUNT PIN (al ,I , 1e 19 ,(z2 21 , (tD BLADE& (a)(31). #14-14X1 3/4" WHD, X10-.18'x2 3/4" W/ �B HD, #10-18"x2 3/4' W/ �B HD, W1 HV HD MARKING#8 VJ/ HV HO MARKING W/ W/ HV HD MARKING W/ #14-1'4"x2 3/4" W/ #8 HD, #10-18'x3" W/ '#8 HD, (SEE DETAIL X, SHEETS 13 & DACROSHIELD COATING DACROSHIELD COATING Y!/ HV HD MARKING 1V/ W/ "4" HD MARKING W/ DACROSHIELD COATING DACROSHIELD COATING 16) W/ DACROSHIELD COATING 1j7A7Naiuii>� Rr�A' r�( FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) \lt :••��y EN, •,•.✓ 02017 TILTECO,INC. ©2017 EASTERN METAL SUPPLY, INC; F q BERTHA HVT'A AsS,S®w L ECO Accordion Shutter System H.V. BLADE W/OR W/O H.V. wtNDOW BLADE#3 PffG�,' American Shutter Systems aw.Ke DEscwPnON OatE DRAWN BY.Lc. �A'•,.�t� 1 Ao TILUT TESTING & ENGINEERING COMPANY ( •„ RIDP: 111 0155 11.Yl.36th.SL,Ste.305,MAGIIM CNi0EUS,FLOROA 3310 Assoclation, Inc. 1 CLD 15-096 7/70/1 DATE:07/28/17 Phone:(305)071-1530.Fe.:(305)871-1531 4268 Westroads Drive 2 DRAWING No QNALEw ,d <-mal L9t«ccom.aem West Palm Beach, FL 33407 3 17_108 EB-0006719' a riI/irr"• WALTER A.TILUT Jr,P.E. P.E. SEAL/SIGNATURE/DATE FLORIDAu<.g 44167 s SHE3E7 s OF 18 31 3 1 30 I� I C00 ©8 OR 9 yII II T�© 3 OR EXTERIOR EXTERIOR EXTERIOR EXTERIOR I I 1 I I I l I O,IA 0@ 1�I I�I I I III I I ASSEMBLY AT(�I). ASSEMBLY IN BETWEEN 31 . ASSEMBLY AT 31. ASSEMBLY IN BETWEEN31 (,( GO EVERY OTHER INTERIOR KNUCKLE). (©OO EVERY OTHER INTERIOR KNUCKLE) TYPICAL SHUTTER ASSEMBLY TYPICAL SHUTTER ASSEMBLY WHEN 24" LONG NOMINAL PINS ARE USED, WHEN 3" LONG NOMINAL PINS ARE USED SCALE;1/4'e.l• SCALE:1/4'.1' *THE HV PINS & BUSHINGS ARE PRE-ASSEMBLED. TO KEEP BUSHINGS ON THE PIN A NOMINAL 0.275" O.D. x 0.130' I.D. x 0.072"THK. RUBBER RING IS PLACED OVER THE END OF THE SCREW,THE RING IS LEFT ON THE PIN WHEN INSTALLED INTO THE KNUCKLE'S SCREW BOSS. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 0,0111 I�!'•�,••�`T.GAI'(� /V a 02017 TILTECO,INC. ©2017 EASTERN METAL SUPPLY, INC. BERTHA HVw Accordion Shutter System < H.V. BL4DE 0 W OR W/0 H.V. WNDOW BLADE/L,3 IS � � a• TILLIT TESTING &'ENGINEERING COMPANY American Shutter $ySf®mS RLV.H. DEscxlpnorl DATE I DRAWN BY:LC. 6355 N.IY.360.St.Stc.705.WORM WIDENS.FLORIDA 3316C Association, Inc. 4 OLD 15=050 7/28/1 DATE:27/28/17 Phan.:(3DS)071-1530.Fax:(305)971-1531 4268 Westroads DriveWIN y 5���14L' � 11°11 c-m0EB�00067f91eOT Wast Palm Beach, FL 33407 3 DRAG No t7ALTER A.TILUT Jr.P.E. 4 17-108 ��� FLORIDA Li..#44167 5 P.E. ii AZ;/IGNATUSHEETRE/DATE 5 3A OF 18 1 3 7 9R�• 2�pw®�pap.®a0.�NOTES ON HV HV "T" AND HD LOCKS AND CENTERMATES: VALID ONLY FOR INSTALLATIONS Wj HV BLADE �aw10 rt t1 "� 163 APPLICATION W/ HV LOCKS�A^�ND CENTERMATES• TO � S0 1. MANDAj(IRY CONDITION Yt: ONE HV LOCK C5,�or L or t SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY i ox 4 oR 8±+ oR 2j+ 3+r1�4 SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 156 AND FOR INSTALLATIONS AT ANY II II II ELEVATION EXCEPT FOR INSTALLATIONS INTO METAL STUDS. HV LOCK @ or 16 or Q MAY BE USED AS AN INSIDE OR 1 o G,mLtw 2(�o5 p 1 OUTSIDE LOCK,ATTACHED TO or l�.:J CENTERMATES W/(2) 1/4"-20 x 1/2"LONG FLAT HERO S.S.M.S.LOCATION OF 1 �v��_ LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION.USE OF LOCWNG RODS I�6,Ylf 17 PND( t7 iS COSfPLET£LY OPTIONAL l.J 2.MANDATORY CONDMON 02 FOR INSTALLATIONS INrO METAL t"IM ONE HV LOCK 15"or 16;or(J SHALL BE SH TIER SPAN 1t 'axO USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP (SEE SCHEDULE18 ° TO 156". AND FOR INSTALLATIONS AT ANY ELEVATION EXCEPT FOR INSTALLATIONS INTO METAL STUD: HV LOCK 15 or 1 B ON SHEET 5) 06 or Lf'�_7}MAY 6E USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO It@ or f4 CENTERMATES W/ (2) 1/4"-20.x 14 14 1/2"LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS�&W/RJ OR TOP AND BOTTOM IS COMPLETELY MANDATORY. 16 0 1/2 OF SHUTTER SPAN a 16 FOR INSTALLATIONS W/ 3.MANOATORY CONDERON#a FOR KEYSTONE MOUNTING INSULATIONS: ONE HV LOCK 15 or 16 or 17 SHALL BE (1)HV OR HD LOCKS OR USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN.OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP MAY BE INSTALLED 12"ABOVE TO 96,AND FOR INSTALLATIONS AT ANY ELEVATION.LTV LOCK 15 or 16 or 17 MAY BE USED AS AN INSIDE OR 1 y OR BELOW MIDSPAN OF OUTSIDE LOCK,ATTACHED TO 13 or 14 SYMMETRICAL CENTERMATES W/ (2) 1/4"-20 x 1/2"LONG FLAT HEAD S.S. t\ ° SIIUTIR. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION.USE OF LOCKING RODS 26A Vt/27 OR 27A TOP AND BOTTOM IS COMPLETELY MANDATORY. r I I i 4. OPrI IF DESIRED, FOR'BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO H�V� SEE END LOCKS 16, 17 OR /6 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES L'�; CONNECTION OR 14 SHALL BE AS INDICATED ON NOTE(1)ABOVE, DETAILS ON 2 4 5 6 B 8. DTV LOCATION.OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. ETS 10, 16 HEIGHT. FULL 3& B 2 OR 3 OR B ]OR 8 ( ># ff u �. O C) C�+O APPLICATION W/ HV T LOCKS AND GENTERMATES: q@ORO OR 0+QOR I 1. SEGOND ALTERNATE TO MANDATORY GO OIRO /1 V IID ONLY MR iN'T"LOCK AND CENTET2a1ATES Q AND d9, 00z)°R&@ OF CENTERMATES ONE ALTERNATE HV'T"LOCK i2T}MAY BE INSTALLED IN LIEU OF OTHER LOCKS FOR ANY SPAN AND INSTALLATION AT ANY ELEVATION.ALTERNATE LOCK MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF LOCK IJ UNLIMITED WIDTH I INCLUDES USING"J"CLIP tb,AS SHOWN ON SECTION 15, SHEET 12,WHICH MUST BE CONNECTED TO CENTERMATES @ AND 09,E W/ 1/4"0-20x1'S.S.M.S. INTO A 1/4'0 x 5/8'RIVNUT, LOCK MAY BE INSTALLED AT MIDSPAN OR 12" MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF Two LOOKING RODS¢6 or(£ TOP AND BOTTOM IS MANDATORY.. TYPICAL. H.V. BLADE #3 SHUTTER ELEVATION * APPLICATION W/ HD LOCKS & CENTERMATES: N.T.S. 1.THIRD Al TERNM TO wuDATORY COHDmOt�i 1 VALD FOR-RD IOtlI d5 W/(2)HD CENTERMATES ft OR fj OR SEE I.R. AT16NS OF USE FOR ON NATE HD•LOCK 5 MAYBE USED IN UEU OF OTHER LOCKS FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. BLADE IA ON SHEET 18. ALTERNATE HD LAK§1 MAY BE USED AS AN tN510E OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK 0 TO 0 IS Wf(3)i6 x 3/8"F.H. S.S.M.S..AND INCLUDES REMFORCEMENT INSERT 2@ AS SHOWN ON SECTION 18,,�S,H��EET 12.LOCK MAY BE INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MKISPAN.USE OF LOCKING RODS'✓or 06 IS COMPLETELY OPTIONAL. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 1' A. 2017 EASTERN METAL SUPPLY,INC. 02012 TILTECO.WC. VON&F" ��, B@RTHA NVT'" Accordion Shutter Systema ECQimc. Ae IA H.V. BLAt)E#3 W OR W O H.V.14,1tv'DOW MADE 71LL1T TESTING & ENGINEERING COMPANY American Shutter Systems M.No OE50RIPTIOII Date DRAATE: M L.C. ��'"'•, /C '((/ 5 6155 IIA 361h.St„Ste.305,Wt00M CAR0015,rLOR10A 3316 Association, Inc. , OLA M-068 7/28/, DATE;07/26/17 ilr Inc Phonc:(305)871-7530.raa (305)877-1531 4268 Westroods Drive 2 DRAWING No ^•"r�ry .. 1 '�`Vitiy ,,� o- .%.lateeocoaLaom West Palm Beach, FL 33407 3 } i^p v/0"IYAL�",.,• EB-0006719 4 17—108 'err... WALTER A.neat Jr.P.E. s SHEET /"- FLORIDA Lie.E 44167 P.E. SEZ7S'lGNATURE/DATE 6 4 OF 18 fi )TESL MAXIMUM SHUTTER SPAN "L+" OR "L—"* (ft.) MAXIMUM SHUTTER SPAN "L+" OR "L—"* (ft.) (i)L+:MAITAUM ALLOWABLE SPAN FOR A GIVEN POSITIVE A.S.D.DESIGN PRESSURE WIND. FOR INSTALLATIONS W/ (1Q HV BLADE. A FOR INSTALLATIONS W1 (j) HV BLADE. A L,MAXIMUM AvrnvAsr£SPAN FOR A GIVEN NEGATIVE A6.o.DESIGN PRESSURE RATING. (2)PROCEDURE 70 DETERMINE IMMUM SPAN FOR WALL MOUNTINGS,(TOP/80170M)OR POURED CONCRETE,CONCRETE BLOCK t RGORA POSITIVE MAXIMUM AND WOOD INSTALLATIONS 4 MAXIMUM FOR METAL STUD IN INSTALLATIONS ■ MOM A HEDULlE Aso.DESIGN PRESSURE RAnNG,DETERMINE MAXIMUM sauJ 1+ A.S.D. FTtOu salEouiEs. A.S.D. FLOORf CEIDNG GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RAVING,DETERMINE MAXIMUM SPAT 1 PRESSURE WALLMOUNTING fLOORt CEIUNG (AIN.SEPARATION TO GLASS PRESSURE WALL MOUNTING MIN.SEPARATION TO GLASS FROM SCHEDULES. MOUNTING RATING MOUNTJNG RATING FINAL NAIOMUM ALOWABLE SPAN IS EQUAL TO THE MINIMUM GETERNINED SPAN (p r (PSD V-0Nn2DNeA BETWEEN Z+•AND Y xiND24NEf (}Or-) } L+ tMNOZOrIES (+nr-) L+,IFN E(FN L+(F17 L(FT) xwozauEs Lacw L(F17 C(F� (Fn C(FT) urea ruacr�E cErrLEwu 1.zna IwuaXLe (3)PROCEDURE TO DEIERMUE MAXIMUM SPAR FOR COMS91ATiONS IN RETIVCEN VIAL CENTEAM.aTE MOUNTINGS W/FLOOftjCENNC MOUNTINGS: 35 12'-7" 13'-0" 12'-7" 13'-0" 1" 411/16" 51/2" 64 T-01. T_w 1" 37!16" 5118" FOR A IXVet POSITIVE AS.D.DESIGN PRESSURE RATING; 40 11-1O" 12'-3" 11'-10" 12'_3" 1" 411!16" 5112" L=DETERMINE. 45 11'-9" 11'-11" 11'-9" 11'-11" 411/16" 512" a+=MAX.SPAN FOR WALL MDOUN G MOUNTING INSTALLATIONS.NS. 50 11'-5" 11'-6" 11'-5" i1'-6" " 411/16" 5172" 72 6'-7" 6`-T" - FOR GIVEN SPAN FOR A.SJ3.CESIGN PRESSURE PAVN 1" 37116" 5118" FOR A CI1rtN NEGATIVE AS.D.DESIGN PRESSURE RATING: 55 11'-4" 11'-4" 11'-4" 11'-4" 1"' 411/16" 512" DL7MRHINE 60 10'-6" IV-61 117-61 19-61 1" 411/16" 512" L=MAX SPAN FOR WALL MOUNTING INSTALLATIONS. 65 8'-8" '8'-8" 8'-6" &-B" 1" 3518" 5118" •SEE SECTION 10 ON SHEET 10A u—a W.SPAN FOR PIAOR/CEIUNG MOUNTING INSTALLATIONS. 70 8'-3" 8,-W S-3" __V_3" 1" 3 518" 51/8" FINAL MAXIMUM ALLOWABLE SPANIS EOUA.TO THE MINIMUM BEIWEEN 75 T-9" T-9" T-9" 7'.9- p' 3518" 51/8" 'L,=AND'Lz-- 80 1 T-3" ?'-3* T-3" T-3" 1" 3 Sib" 510' (4),GO TO ANCHOR SCHEDULE ON SHEETS 6&7 FOR CONCRETE AND BLOCK SHEET 8 FOR WOOD AND TO SECTIQ4 ON SHEET 10 FOR XMIONE MOUNDNGS AND SHEET 65 6'-10" 6-1O'ge-10" 6'-10" 1" 3 578" 5118" IDA FOR METAL STUDS WITH FINAL MWMUM ALLOWABLE SPAN MID NEGATIVE DESIGN 90 5'-7" 5`-T' '-7" 5'-7" 1" 35/8" 51/8" LOAD TO CETERMINE MAILUUM ANCHOR SPACING. 95 S-6" 5-6" -6 S-6" 1" 3518" 5116' (s)MM MSEPARATION TO GLASS SHALL BE THE GREATEST MEASURED FROM EITHER 100 5'-5" 5'-5" 51.5" p. 3 518" 518" RM) OF KNUMES OR REAR OF LOCKS CFNTERMATES AS APPLICABLE)76 GLASS, 105 5'-3" &-3" 5'-3" v-3" 1" 35/6° 5'11$° AXIMUM SHUTTER SPAN "L+" OR "L—"* (ft.) FO 110 S-2" 1 35/8" 1 5114" INSTALLATIONS W1(D & g *HV BLADES. Q d INSTALLATION LEGEND APPLICABLE FOR(77 HY AND Q HV BLADES & f EXCEPT THAT MAXIMUM SHUTTER SPAN L+"OR "L-"AND POURED CONCRETE,CONCRETE BLOCK UBSTRATES CONCRETE MASONRY METAL STUD WOOD MAXIMUM AND WOOD INSTALLATIONS MOUNTINGS MAXIMUM A.S.D. DESIGN PRESSURE RATING FOR INSTALLATIONS INTO AS.a. CONCRETE OR CONCRETE BLOCK SHkL BE LIMITED AS FOLLOWS: RESSUR FLOOR/CEILING 1 2 3, 1W, 3W, 4W RATING WALL MOUNTING MOUNTING MIN,SEPARATION TO GLASS WALL 1D 7W, 9W& 14W I- CONNECTIONS T4 KEYSTONE MOUNTING LIMITED TO 4, S & 9 +64,-72 p.s,f. AND 7'-6" SPAN, SEE SECTION 9 ON ((VA 1) L+(FT) (FT) Lt(FT) t (F7} YIJDLDrIE9 eaA>ZM4 --- , N L SHEET 10. +.zaa Lxw 2W3W, 6W w au7s FLOOR/CEILING 6, 7 & 8 6W 6" 9- 9'-U. 1" 4378" 4114" 8-1t" I 8-11" 8-11" 1" 4318"1 4114" EXCEPT THAT MAXIMUM SHUTTER SPAN "L+" OR "L-" 62 ATIONS OF USE FOR AND MAXIMUM A.S.O. DESIGN PRESSURE RATING FOR +SEE UM BLADE IA ON SHEET SE INSTALLATIONS INTO WOOD SHALL BE LIMITED AS FOLLOWS: 18. 1- CONNECTIONS TO PLYWOOD LIMITED TO *62 p.s.f. AND 8'-11" SPAN, SEE SECTION 5Vl ON SHEET 14. 2- 'CONNECTIONS TO HOLLOW CEILING LIMITED TO *62 p.s.f. AND W-0" SPAN, SEE SECTION 2W ON SHEET 14. pp FLORIDA BUILDING CODE (Nan High Velocity .Hurricane Zone) tIIR//A. F`L• it ' 02017 TILTECO,INC. CW 2017 EASTERN METAL SUPPLY,INC. ���` �Mlz BERTHA HVTM!L E C A �n,. AwS,S,Jl, Accordion Shutter System 4t! H.V.BLADE KV.jp W/OR W/O WINDOW BLADE- y American Shutter Systems REV.Na DTSCRIPHDH DATE DRAWS BY:L.C. TILLIT TESTING & ENGINEERING COMPANY • G;ss N.W.36E s4,Ea.Eos,vRLlrn wRDIs.nnwDA n,e Association„ Inc. I OLD 15-086 7j2ajl DATE:07/28/17 Jl Phone:(305)871-1530.Fa.:(305)871-1531 4268 Westroo& Drive 2 ZtJ a-m t Uttcco@aa Sam West Palm Beach, FL 33407 3 DRAWING 8 ©,fi•"• :°��+1I1 EB-0006719 j 1 7-108 4�S+ �\ tr, WA TER A.TILUT Jr.P.E. P.E' L� IIIlIAT�fitEf DATE FLORIDA Ua.y 44167 s S S OF 18 ANCHORS SPACING Ll'GENO -SPECIFICATIONS ON ANCHOR REQUIREMENTS; POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES TIAWA OR MAXIMUM ANCHOR * SPACING (in.) SCHEDULE FORA GIVEN MAX, SHI ITT R 1.ANCHORS TO WALL SHALL BE AS FIX 4S: TMmN W/vim=11HCADN.'Y TEONgOG -SPAN. A.S.D. DESIGN NEGATIV PR RE RATING AND A CORRESPONDING (A) TO EOUSTING POURED CONCRETE ALL Paints SOUD-sEr 1/4.0 TAPCDN OR TAPCON%Y/ADVANCED TKRMFORU TECHNOLCGY,AS MANUFACTURED BY I.T.W.BUILDEC.(Min.Fc-3 Mai), BLUE TAP WfIH CAP MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSTA ATION -1/4"0 x 3/4'All.POINTS SOLO-SE ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECAL7Y CONPAW.(M,Ln 1'e=J le). TAPPER 4 (SEE MOUNTINGS 1, 2, 3, 4& 5 ON SHEET 9) -1/410 BLUE TAP CONCRETE ANCHORS WITH CAP.AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(MITI.Cc-2 ksl). POURED CONCRETE - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY PaMM FASTENERS,INC.(dln.1'c®3 krl).AND DISTRIBUTED BY ALL PDMS SCREW.BOLT&SPECIALTY COMPANY OR ,mum ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED W/THE AMERICAN SHUTFER SYSTEMS ASSOCIATION.INC. 1 &2 WALL MOUNTINGS 3 & 4 WALL MOUNTING 5 WALL SILL MOUNTING NOTES: SPAN IN) W/O•®OI® W/©+@ W/QB +O 5 A1)MINIMUM AP ANC. INTO TOURED C017..REIE OF TAPCON OR TAPCON VN/ADVANCED THREADFORM TECHNOLOGY AND TAPPER+ANCHORS IS 1 J/4',AIJD 1 1/2'FOR A.S.D.OESC11 INCWINE MANY(F(;d) LSD.DES=tRTAIME MOM(pill ASD rA DFSCI IERIE MOM(p.0 SLUE TAP 1',1M'CAP ANCHORS. 30 40 50 60 70 ED 1 90 1 I00f i0 JO 4050 60 70 BD 90 100 110 JD 40 SD 60 70 80 90 I00 1 f0 A2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOUD-SET ANCHORS SHALL EE 7/e'INTO THE POURED CONCRETE NO FMBEOMENT INTO STUCCO SHALL BE _ 9 9 g 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 pERMTTED.1/4'0-20 B.S.MAClINE SCREW USED SHALL BEI 1/2'LONG MIMIdLM SHOULD STUCCO IX15T,AND 1'IANptN1A FOR 1'fN15 WITH NO STUCCO. 3'-0 _ _ _ _ _ _ _ _ - OR LE55 9 9 9 9 9 9 s 9 9 9 9 9 9 9 9 9 .9 9 9 9 9 9 9 9 9 9 9 A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR,ANCHORS SHALL EE LONG 9 9 9 9 9 9 9 9 9 9 9 9 9 I 9 9 9 9 9 9 9 9 9 9' g g ENGUGH TO REACH THE AWN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON NOTES Al)&A2)ABOVE FOR INSTALATIONS ON VINYL SIDING%%TTM OR ,THOUT METAL STUDS OR EPS WTH WOOD STUDS CONSULT THIS ENGINEER.FOR INSTALLATIONS INTO EIS WITH METAL STUDS SEE SHEET 10. 9 9 9 9 9 9 9' B 9 9 9 9 9 9 9- 9 9 9 9 9 9 9 9 9 9 4'-0 - - - (8) TO OUSTING ASTM C-90 CONCRETE BIACIO WALL 9 9 9 9 9 9 9 8 6 9 9 9 -9 9 9 9 9 9 9 9 9 9 9 9 9 -1/4'0 TAPCON OR TAPCON W/ADVANCED TFKDL9FO.RM TE ULMLOGY ANCHORS.AS MANUFACTURED BY I.T.W.6tILDEK 9 9 -9-T-9-T-9- 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 -1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW BUT&SPECIALTY COMPANY. 9 9 9 9 9 9 9 7.5 6 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 g -1/4'0 BLUE TAP CONCRETE ANCHORS WTM CAP,AS MANUFACTURED BY FLORIDA FASTENERS DINECT,INC. 1/4.0 TAPPER+ANCHORS AS MANUFACTURED BY PO-11101S FASTENERS,INC..AND DISTRBUTED BY ALL POURS SCREW,BOLT&SPZMTY COI?ANY OR ANY OTHER APPROVED 5'-0' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - LICENSED OR AUIHOWZED VENDOR REGISTERED W/THE AMERICAN SHUTTER SYSTEMS ASSOCIATION•INC. 9 9 9 8 5.5 4.5 J.5 9 9 9 9 9 9 9 9 9 9 s 9 9 9 9 9 9 9 9 9 9 9 8.5 7 5.5 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 INS' 9 9 9 9 9 8.5 6:5 5 - 9 s g 9 g s s g - g g g g g g g 9 0.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON ANCHOR IS 1 1/4'AND 1'FOR TAPCON Y!/ADVANCED THREADFORM iEO4fOLOGY ANCHOR.AND 1 1/4'FOR _ _ TAPPER+AND BLUE TAP WTRH CAP ANCHORS. 6'-0" 9 9 8 8 6.5 4:5 4 3 - 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 g B.2)MINIMUM EMBAEDMENT OF 1/4'0 x 3/4'ALL PENIS SCUD-SET ANCHORS SHALL BE ENTIRELY D.IBEDDED INTO THE CONCRETE BLOCK.NO EMBEDMENT INTO STUCCO 9 9 9 9 9 7.5 5.5 4.5 - 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 MIAN-BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SIL41 BE 1 1/2'LONG MINIMUM SHOULD STUCCO E)UST•A410 1"MINIMUM FOR WALLS WITH ND STUCCO. 9 9 9 9 6 6 4.5 - - 9 9 9 9 9 9 9 - - 9 9 9 9 9 9 9 - - B;3)IN CASE TENT FRECIS7 STONE,PRECAST CONCRETE PANELS;PAVES OR ANY VENEER BE FOUND ON THE EISTNG WALL OR FLOOR.ANCHORS SHALL BE LONG 7'-0 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ENOUGH TO REACH THE MAIN STRUCTURE SEND SAID WALL FINISHES.ANCHORAGE-CALL BE AS INDICATED ON NOTES B.1)&B.2)ANDY FOR INSTALLATIONS ON VJA7. 9 8 9 6.5 4.5 3.5 3.5 - 9 9 9 9 9 9 9 9 9 9. 9 9 9 9 SIOING WITH OR WITHOUT M&7AL SMAS OR EFS WITH 1IUOD STUDS CONSULT THIS ENGINETA FOR INSTALLATIONS INTO EFS WITH METAL STUDS SEE SHEET 10. 9 9 9 8 7 5.5 4 - - 9 9 9 9 9 9 9I 9 9 9 9 9 9 - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECFICATIOMS OF THE ANCHOR'S MANUFACTURER. 9 9 9 8.5 6 4.5 - 9 9 9 9 9 9 9 9 9 s 9 - - - - - - - - - - - - (0) SEE SCHEDULE EG10W FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9 9 8 4,5 J.5 - - - - 9 9 g 9 9 9 - 9 9 9 9 9 - - - EDGE DISiAN- V R e SPACING SHO FOR AN uDR .9 9 9. 7.5 5.5 4 - - - 9 '9 9 9 g 19 - 9 9 9 9 .9 - - - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E.D.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING BY MULTIPLYING 9 9 9 6.5 4.5 - - - - 9 9 g 9 9 - - 9 9 g g - - SPACING SHOI'M CN SCHEDULE BY THE FOLLOWING FACTORS.REDUCED.SPACING OBTAINED USING FACTOR SUNY.NOT BE LESS THAN UINMUM SPACING NUICATED IT FOR EACH ANCHOR TYPE 9 9 5.5 3,5 - - - - - s 9 9 9 9 - - s 9 9 s - - - FACTOR 9 9 6.5 5.5 4 - - - - 9 9 9 s 9 - - 9 9 s 9 - - - - ACTUAL TAPCON TAPCON WITH ADVANCED AL1 POINTS SOLID SET BLUE TAP WITH CAP TAPPER + 9 9 ZS 5 4 - - - - 9 9 g g 9 - - 9 9 9. 9 - - - - EDGE THREADFORM TECHNOLOGY MIN. SPACING /0'-0' - - - - - - - - - - - - - - - - - - - - - - - - DICTANCE MIN.SPACING= 3" MIN.SPACING- 3" MIN. SPACING-3 1/2" FAIN.SPACING-3" 3 3/4" 4' 9 g s 9 9 - - 9 9 9 9 - - - - E.D. POURED CONCRETE& POURED GGNOREIE CCNC ITE BLOCK POURED CONCRETE& POURED CONCRETE& pgUgp CONCRETE CONCRETE BLOCK .9 9 7 4.5 - - - - - g 9 9 9 g ,- - - - g 9 g 9 9 _ _ _ _ CONCRETE BLOCK CONCRETE BLOCK CONCRETE BLOCK 9 9' 6 4.5 3.5 - 9 9 9 9 9 - 9 9 9 9 9 MM ED._ }• ATN.E0.•3 1/2'MNL E0.•2 1/2' -MIN.ED.•J 1/2' MSN.ED.=J' Moi•ED, 31/1' NEN.ED.=2 1/2' - - - - - - - - - - - - - - - - - 3' 1.0 0.90 1.0 0.78 1.0 0.84 1.0 9 6 3.5 - - - - - - 9. 9 9 9 9 - - - - 9 9 9 9 9 - - - - 21/2 - 0.81 1.0 0:67 1.0 9 9 5.5 4 - - - - - 9 9 9 9 9 - - - - 9 9 9 9 9 - - - - 2' - 0.71 - - 0.51 - 9 &5 1 5 13.5 - - - - - 9 9 9 9 - - - - - 9 1 9 9 9 - - - - 1 3/4" - 0.91 - - - 0.43 - 12'-0" 9 9 9 - - - - - 9 9 9 9 - _ - - - 0.35 - - - - 0.35 9 77 4.5 - - - - - - 9 9 9 9 - - - - - 9 9 9 9 = HV BLADE #3 OR n HV BLADE S Wd� IT 9 7 - - - - - - - g 9 - - - - - - - 8 9 - - - - - - - ♦ SEE Ul.117AHON5 OF 13'_O• _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ USE FOR BLADE 1A 9 9 - - - - - - - 1A HV WINDOW BLADE WORKING IN UNISON% ON SHEET IB. _ g 6 _ _ _ _ _ _ _ g g _ _ _ _ _ _ _ 9 g _ _ _ _ c FLORIDA BUILDING CODE (Hon High Velocity Hurricane Zone) P1SFF�,` • ' �4 �• 02017 TILTECO,INC. ©2017 EASTERN METAL SUPPLY. INC. cENS;..,�. BERTHA HVTM AeI&SAN Accordion Shutter System H.V. &ADE#3 W/OR W/O H.V. WINDOW BADE#3 American Shutter Systems REV.it. DESCRIPTION DATE I CRA%WN BY.L.C. • '; TILUT TESTING & ENGINEERING COMPANY : STAT OF 01 6355 FI9f.Jfilh.SL.St..305.VJRCRUA GARDENS.RGRDA 3316Association, Inc. 1 OLD I5-036 7/28/1 GATE:07/28/17 %1 Phonc:(305)871-1530.Fax;(305)B71-1531 4268 Westroads Drive 2 DRAWING No Y�^ OR ID P.- a-.0:Nlt.c G.W.... West Palm Beach, FL 33407 .1 9 7-108 t-N3."••••••• ��IC EB-OD05719 4 '^ /OMIT��'�f I WALTER A TIILT Jr.P.E. P.E. SRL•/SIGNATUR9/DATE FLORIDA ua.p 44767 5 SHEET 6 6 OF 18 l" ;qa • : . CEILING MOUNTING r O O QDDDAm • QOpQEa000 E�DDOQE� ' Q""MM000 QDQp00pQF�000QQ QE�OQpppp ' eavvooiaio�A�avov voo�ovvv :a� vvvvvvo��ivvooEaQQv�■vo�vvvee Qv ivQQQ o�000mum 0000HMMMovo°�a�oQ a H00000Eav�aooQOEavvoo�av000�i�oQPQvoQQ Ea • 0000voovovoovvEa • QovoQ • QQoov000 • oovovQoovoQomov000ca000 vvvvvvvvvvvvvvvvvvvvvvovvvvvv�0000000v00 00000000©voo �vvvaiEaQQQ©000 000v000©0000Qom© QQo QQQooQovooPQ©ovQvoQQQQ�ooQovovvovormo 00000000000000vv�ioQQ�ivQQQQQQvoQvoQOQovQQvvoQEaQEaQOQQQ©QQm �vQovom®©vovQQmvoQ QQ m® QQQvom®o QMovoQQ QVEavooEa QooeavQ® vovo��avvvvoiv vvo�a'vMHOvvovvvov�v000vv000 vvv ovvvv • QQQQQQme�QQQEav�©voaoQoo M • Qovvvo® QvoovQOQovv�omta�vvomi �® ovvoQOQvoQv"Mmvoi000QEaoMv�voovovn�ovooFaovoovooQomovEavEa� o voovvvo®ivmvv"vevoov0vvvvv000v 0000vvvvvv QQv000Q:avovQEam®� �ivvvvovotavovQEaQmv • m v000voivmm". mev:aQiQOQom®oQOQQQm®e�oQOQVEaQOQQQQQQoo�EaQQmoo®oi EaovQEaQvQQQ�imvveEaQQQOQiQOQQQOQQQvovoQovQvoQ�■QQomoQQQVEavvv 000n®©ra:aQQv©va�vEaQQQt�QmviQQQQom®voQQQOEaQOQQ QQQQOQQQQrmmmm vvvoieavvv0vvvvv v�a:avoeammmmmor�vv0111 ovQ oiv�vvommovoovc�®v omQQmmvoQQomvve�oEa Qm ® v ®m voQQmvomvovoQ�ivovoovo Qomvoi m v�ovovvvvv®vov000��ov�vvovv000000MMQovvvoQvooQ®®vovv®SMC QomQ© :amMME"==mmmMMmov®:avQQmoQmvvoQEaooQvoQQQQQQooQQQm®mv • vovo:a�ivvove■oovvoeavove�oiv vvv�avvovoovoQQvoovovvvooEaoQor�®off v000®vvvvulvmmmmm"QQm®M�Eovv�®�vvvovvvavvvvvvovvv Q®v Qvoovvv000mvoovvooQoov QQoodoovoovQonvvov000000�ooQ�ovv vvvQ©vv�ovv •'®�®vvvQv®�®ovovQvvv vvvQVQvvvoQ v • :aovovv:aeav:aa�dvAvvo�vvvvvvvvv��avoea000Q�■Emu==vmmmmeo�ivm®uvea EaEa©®vvvvov®vovv:a000®mvvvoQo ®vvvoQvovv:a QoovQvv:ao ®mca�ovv 000vvovvovvvveaooEaQonEavveoQovooivvovovovvvvvom®voeaQomovovo QmmO0vA00m00000 D®®Dm©OO�i0m0®©00 OQOQpC�vi70E�Om0vOC�Ea0�04v00 • 0000�700fiQ0v0000�<iC■OOOVAO Ov000�OQ00E7iiv0 i��70�ivOC�E�QOQ�00 ooim©ca vvv®vvvvvodv orivvea nEaovvv Q©vvv ®m®vop Q®v©o v oovov�vvomvvovvoioo�i®mvovmEa®r�vvv �vov000m mmmvooPioo®m®0010= v0vDO0000�0v00v�v000vO00MHQ000mm=mmM�000mmm=mmm=mm" ®0000 0©©olio OQQ00v0v0 Q®DQO®OmO�i DDOla00�000v0o1iv0�QE��©O�OQQQ�m00��00Q0v00QQ�OQ000F>mOmE�000 Qraoivvva v vvvv • Qv: v®m�Poi�vv®Q��v®vm�Soaols01v01vv� • v��o�vvvvo�• ®vvvvoommv®v®Pvov saao o0000v00avvv�vv000ao0vUmmmaovommmm" o mean NEvvMMOR©Hov® v®v®vvvvmmmmmmvvvvvv�avovv�vavvvo��vvv ==MEivvvvooQvvovvvo vvvvvvov©ovvvovoo ovovvovmoEoQvoavmovmmmmmmae000vovvovao •- :10114111g, M 02017 TILTECO.INC. 2017 EASTERN?AETAL suppLy. nc. - . Accordion Shutter System Ph—:(305)VI-1530.F.. (3057)71�15313 4268 Westroods Drive —1,:(MCCO0001—fti West Palm Beach. FL 33407 .• American Shutter Systems 0 ` o� . MAXIMUM ANCHOR+ SPACING (in.) SCHEDULE FOR A GIVEN MAX SHUTTER SPAN A.S.D. DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE. (SEE MOUNTINGS ON SHEETS 14 &15). !S3 U B _`E3TFZATE SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIRSOUTH 1/2" MIN. COX DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD Np1IIMUN SpM(f1) WALL MOUNTINGS CEILING MOUNT 3W WALL MOUNTINGS CEILING MOUNT 3W WALL MOUNTINGS CEILING MOUNT 3W WALL 1W, 4W, 7W, 9W & 1OW FLOOR MOUNTINGS 1W, 4W, 7W, 9W & 10VI FLOOR MOUNTINGS 1W, 4W, 7W, 9W & 1OW FLOOR MOUNTINGS MOUNTING, 6W & 8W 6W & 8W 6W & 8W 5W A5.0.DESIGN NEGATIVE LOAD(p%o AS.D.DESIGI NEGATIVE LOAD(p.0 ASA.DESIGN NEGATNE LOAD(ppN A.S.D.DESGI NEGATNE LOAD(p f) A.S.D.DESIGN NEGATAT LOAD(Pol) A.S.D.DESIGN NEGkTIVE LOAD(P:Q un Ef9GI RD1 RUA(A 30 40 50 60 70180 90 100 110 30 40 1 50 60 70 1 80 9011001110 JO 40 1 50160 70 80 90 100 110 30 40 50 60 170180 90 IOD 110 30 40 150160 70 80 90 100 110 30 40 50 60 70 80 90 100 110130 40 50 62 -0'OR LESS 9 9 9 19 9 99 9 9, 9 9 1 9 9 9 8 7 16.516 9 9 9 9 19 19 9 9 9 9 9 9 9 1 8 7 6 15.5 5 9 19 9 1 9 9 9 9 9 9 9 9 9 7.5 6.5 5.5 5 4.5 4 9 9 9 9 4'-0' 9 9 9 9 9 9 9 9 8 9 9 9 8 7 6 5.5 5 4.5 9 9 9 9 9 9 9 9 9 9 9 8.5 7 6 5 4.5 4 3.5 9 9 9' 9 9 9 8 5:5 4 9 8.5 7 15.5 5 14 13.5 3.5 3 19 19 1 9 9 9 9 9 9 9' 9 7.5 6 4.5 9 9 1 8 6.5 5.5 5 4 4 13.5 9 9 9 9 9 8 9 8 8 _L 8.5 6.5 5.5 4.5 4 3.5 3 3 9 99 9 9 5.5 4 3 2.5 9 7 5.5 4.5 4 3.5 3 2.5 2.519 9 9 9 9 9 9 9 9 8 5 4.3.5 9 8 6.5 5.5 4.5 4 3.5 3 3 9 9 9 9 6.5 4.5 9 8 - 9 7 5.5 4.5 4 3.5 3 2.5 - 9 9 9 8. 4.5 3 2.5 - - 7.5 5.5 4.5 3.5 3 8 2.5 2 - 9 9' 9 4.5 7'-0" 9 9 9, 9 6 4.5 - - - 9 7 5.5 4.5 4 3.5 - - 9 9 9 9 4.5 3.5 - - 8 6 4.5 4 3.5 3 - - - 9 9 _L 4.5 3 2.5 - - 6:5 5 4 3 2.5 2.5 - - 9 9 6.5 2:5 9 9 9 6.5 4.5 4.5 - - -8 6 5' 4 2.5. 3 - - - 9 9 8 8 3.5 2.5. - - - 7 5 4 3.5 3 2 - - - 9 8 5.5 3 2.5 - - 5.5 4 3.5 2.5 2 2 - - - 9 9 3.5 2 9 9 6 4 3.5 - - 6.5 5 4 3 2.5 - 2.5 - - 5.5 4 3 2.5 2.5 - - 9 5.5 3 2.5 - - 4.5 3.5 2.5 2 2 - 9 4.5 2 - 9 9 6 4 - - - 6.5: 5 4 3 - - - A-514 9 8 4 2.5 - - - - - 5.5 4 3 2.5 - - - 9 5.5 3 - - - 4.5 3.5 2.5 2 - - - - 11'-0" 9 9 4.5 3 - - - 6 4.5 3.5.2.5,- - - 9 6 3.5 - - - - - 5 3.5 3 2 - - - - - 9 4 2.5 - - - - - 4 3 2 - -12-D9 3.5 - - 5.5 4 3 - - - 9 4 2.5 - - - - 4.53.5 2.5 . - - - - 8 3 - - - 4 2.5 - - - - - - 3'-0" 9 5.5 3.5 - - - - - - 5 3:5 3 - - - - - 2.5 - - - - - - 4 3 - - - - 6 2.5 - - 3.5 2.5 - - - - NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES 1.ANCHORS TO WALL,FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 1/4"0 TAPCON OR TAPCON W/ADVANCED THREADFORAI TECHNOLOGY ANCHORS,AS MANUFACTURED E BY I.T.W.SEC6UI ON E MINIMUM PENETRATION OF THREADED AREA AS ® H V BLADE #3 0 R H V BLADE #3 W EXCEPTION: AT EACH N SECTION ON SHEETS 14&15.. E%CEPTION:SEE NOTE 2'B'-1014. 2.ANCHORS TO HOLLOW L CEILING SHALL BE AS PER t5 SPECIFICATIONS. TYPE S. SHEEP 14 AND ® H V WINDOW BLADE #3 WORKING I N U N I S O N SHALL CONSIST OF LAG SCREWS AS PER NOS 2015 SPECIflCAT10N5. 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No.2 W/G=0.55(N.D.S) -DOUGLAS FIRM!/0-0.50(N.D.S.) *SEE LIMI ATIONS OF USE FOR -SPRUCE PINE FIR NORTH WV/0-0.43(N.D.S.) BLADE- ON SHEET 18. -SPRUCE PINE FIR SOUTH W/G-0:36(N.D.S.) -MIN. 1/2'COX PLN'J00D(1986 APA) 4.ANCHORS SHALL BE,INSTAUPD FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS'PER NDS 2015 - FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 1((711 \y�G�1�� J Q2017 71LTEC0,INC. 20BERTHX-HI17 EASTERN MET& to r Accordion Shutter System /70EC0 ,mc.\ H.v. BLADE y3 w/OR w/o Itv. vHNDow KAOE g3 American Shutter Systems REV.No DESCRIPTION DATE I DRANK BY:L.C. r TILLIT TESTING & ENGINEERING COMPANY 7 y 6)55 ILYJ.]60.St.,Sle.JOS.VIRGNIA GNi0Q15.ROILDA 3JI6 Association, Inc. 1 OLD 15-086 7/2!/1 DATE:07/28/17 ,tea SATE OEp `� Ph anc:(305)871-1530,Foa:(305)871-I531 4268 Westroads Drive 2 DRAWING No' :�Q•'•.,F(QR1�c.�•EJ ­moil; EB t,0006719Lcom West Palm Beach, FL 33407 3 ,17_,108 '•, /L"L. '••.... p,1T I/1 WALTER A TILLN Jt.P.E. 4 P.E.'-4SERi�P�I kTRE-%DATE FLORIDA,Lic.f 44167 6 SHEET 6 8 OF 18 POURED CONCRETE CONCRETE ANCHORS POURED CONCRETE OR CONCRETE BLOCK (SEE SCHEDULE ON SHEETS 6&7) WALL REQUIRED t- OR CONCRETE BLOCKE%ISTINC , WALL REQUIRED v s 1/4-0 0 20x3/4"S.S.BOLTS W/ GLASS I CONCRETE ANCHORS UT WASHER 0 9^O.C. LAIN,SEPARATION TO I i " (SEE SCHEDULE ON SHEETS 6&7) •' LASS(SEE SCHEEL O � � • ij2• t•MN. ON SHEET 51 i I E.0,+ 2 i s .. $ i E.D. • 5 E.D.' .. t. I W Luc • •• ,. i I r,... l o we • • • 'i1 is _ „2• _ .•'• I eJw.SEpARAnDN TO i, i 1 NYLON COVER 161.SEPAGROH TD CLA55 GLASS(SEE SCNEO I 6 2 i/2• t`3E StltmVLE.,art 5!@E7 Oti SHEET s7 1/4%0/4•F.H.S.O.S.Rt'! I: BUILDEX TEK SCREW®9.O.C. EXISTING I i EXISTING I '' ••'j••• GLASS— G ;I' POURED CONCRETE CONCRETE ANCHORS _( OR CONCRETE BLOCK (SEE SCHEDULE ON SHEETS 6&7) 1 VIALL REQUIRED WALL MOUNTING INSTALLATION 03 WALL MOUNTING INSTALLATION Q WALL MOUNTI G INSTALLATION 7- EXISTING EXISTING— GLASS XISTING GLA j. ;i GLASS Y]L SWAWRON TO OfASS I NW.SEPARATION TG AS SE'AnAA71GN TO ($EE SCNEN6F.^u.OLt SH2T 5T— I ( 01A55 SEE SCHEDULE GI/SS(5Sk er 5) L 'OK SHEET 5T :I I' O ON StlEEf 5} (_ i' O I'---Ol OR Q94 E%CLASS { CLAS$ISIRNG �. . .. ♦e. Li t.•NAY. ; 6 �.:J "� I E.D.f • = E.t).� i. '. I 1 2 EDGE OF •. I ' EDGE OF •. I :. SLA9IF •f• �• _ SLAB IF •• _ 1/2• 3 Of®of® it J_ _ 1/2• 1"ION. APPLICABLE �/ EO E,Q APPLICABLE w j4"0»20x3/4"S.S.BOLTS V// POURED NUT&WASHER 0 9.O.C. CONCRETE) •• " CONCRETE ANCHQtiS •A• -• \ REQUIRED E.D.• I E.D.� (SEE.SCHEDULE ON SHEETS 6&7) POURED CONC"CRETERETE \1L- CONCRETE ANCHORS ME ORUCONCRETE BLOCK tVALL OREOUIREO LOCK"r + (SEE SCHE U.ON SHEET 7) ED CONCRETE.�� (SEE SCHEDULE ON SHEETS 6&7) WALL,REQUIRED (J2., WALL MOUNTING INSTALLATION ® WALL, MOUNTING INSTALLATION QFLOOR MOUNTING INSTALLATION NOTE FOR COMBINATION OF SECTIONS: F ED.-EDGE DISTANCE (SEE NOTES&SCHEDULE OH SHEET 7j 1-SEE SHEET 7 FOR TYPICAL.:SHLITTER ASSEMBLY INSTALLATION DETAILS 2-MOUNTING SECTIONS CAN BE COMBINED SEE LIRA ATTONS OF USE FOR IN ANY WAY TO SUIT ANY INSTALLATION. BLADE�ON SHEET IB. SCALE 384=1 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) Q 2017 EASTERN METAL SUPPLY,INC. i ' �� !�i 920i?TILTECO,INC. BERTHA H\iT'" �L E � � �is 0 A Accordion Shutter System aKv IKAM#093 Wl OR wjo KV.wtNDaw MAM#3 TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.Nn DESCRIPTION DATE GROAT BY:L.C. +• �, 6t1,r36t l. h St"Ste.JOS,1M1RGII.TA OARDa15, Association, Inc. T OLD t5-O86 Tjz6jt DALE:07j28ji7 �: •. C OF 355 t FLORIDA JJ76 4268 Westroads, Drive 2 Phone:(305)871-1536.Fax:(305)871-1531 DRAWING No 's� R ,: o- ed:tRtowOcol.cOm West Palm Beach, FL 33407 3 �(.q...d. (�\�',1% ES-0006719 4 17-108 ,,•� V(�A+ el-",F,'tyl WALTER A TILLB Jr.P.E. 5 SHEET i. in N FLORIDA LIc.j 44167 P.E. 5E?FcdAE/DATE 1 6 9 OF 18 CONCRETE ANCHORS POURED CONCR£IE y. \(SEE SCHEDULE ON SHEET 7) REOUIRED EDGE# CONCRETE ANC1iCRS(EXCEPT ih'—"`—`--" SLOB IF _ ALL POINTS SOLID SET)®6" .. E.D,*--• APPLICABLE O.C:(SEE NOTE tON SHEET 5 POURED CONCRETE OR FOR LIMITATIONS) E CONCRETE BLOCK " a 1(4'0-2043/4'S.S. REQUIRED Q ED HINE SCREWS USING •'� _ .,a 1/2" 5 1/4•-20 NUTS a 12'O.C. i1` I 2 1/4•MIA,(. ' 3.00" 2. EXISTING i f LAIN. E.D. • 1/4°MAX. GLASS AON.SEPIAATtO'r { TO MASS I I >TSEE Solmu 1 {� on S"W 5) V OR 4 I t l. ' 'EXISTING I I (•1 OLAS L• I V ' bIi SEPNrATt6R TG GL155 I (SEE'SCND)I11E5 tNi SNRT 5) I ! d CEILING MOUNTING INSTALLATION EXISTING I I � t ' I I I X1/4' 1/4"0 ITV!BUILDEX TAPCON W/ADVANCED THREADFORM MAX. Wt.SErA.aAnnr I� �� �CFtND1kGY OR 1/4'0 POTTERS FASTENERS�TAPPERt I tp.0twss ANCHORS W/1 3/4"MIN.EIABEDMENT @'6"D.C.FOR I -- So rr EE�r s? ! Q OR O UP TO V-0'SPAN AND 4"O.C.FOR SPANS LARGER 4A THAN 6'-O"UP TO 7'-6"MAX.APPLY SEALANT AT ' EVERY FASTENER HEAD(TYP.)(SEE NOTE TON SHEET 5 EXISTING --- EXis01A55 i 1/4'MAX. FOR IMITATIONS,) 1 . CONI.SEALANT '. tOx3/4"HEXWASHER HEAD 5/5" MAX. TEK SCREWS O D"O.C. J- ALTERNATE INTERIOR N ANCHOR LOCATION "'� a/e. `� EXTERIOR CONUSING 1CRETE ANCHORS • / ,'�', �1 ING 1/43/4'SS S SEE SCHEDUL �'' /4"0-20 NUTS ®,+ ( E ON SHEET 7) y , %�{:= t9 12"O.C. I ]ADO" EXISTING NON STRUCTURAL SWj,p£g F •• ; . ,, °.:; " ,,• EDGE OF tAIN.� .500"^ tYALL TRIM(DECORATIVE APPLICABLE • i 1` SLAB IF 1.000r E.�„ SILL) f APPLICABLE }AIN. POURED + a , • POURED CONCRETE CONCRET ° _ REQUIRED REQUIRED E D.- p t , d FLOOR MOUNTING INSTALLATION 0 a NDTE THIS INSTAUATtON SHALL BE REMOVABLE, '"_' KEYSTONE MOUNTING INSTALLATION OPERABLE CUTAEOR ADJACENT TO � * (SEE NOTES&EDGE ISCHEDULE ON SHEET 7) .MAXIMUM SHUTTER ANCE MAXIMUM ESIPAIN PRESSURE-' +64,-72 PST NOTE OR COQ{BINATICN OF SECTIONS: SEE LIMITATIONS OF USE FOR BLADE(irA ON SHEET is, 1-SEE SHEETSE FOR TYPICAL SHUTTER ..•JJJ INSTALLATION DETAILS (CONTINUED) 2-MOUNTINGS FORT CAN BE COMBINED I I Y Fl L- fl 1 /v 6I �i �t IN ANY WAY TO SUIT ANY INSTALLATION. SCALE 3/8"=T" FLORIDA BUILDING QODE (Non�(1 High Velocity Hurricane Zone) L`)I hREIR...�Cpt`.. -_ 02017 T,LTEGa.IND. a 2017 EASTERN METAL 06RTII�A50Inc, m>" 1� g C q , c.. M 8 Accordion Shutter System ° a s H.V. BLADEW/CR W O RV.Wl)�OW 6CAOE TILUT TESTING & ENGINEERING COMPANY American Shutter Systems REV.NA OESCRIPTION. DATE DRAWN BY.L.C. a Association, Inc. 1 OLD 1s-056 7/28/1 DATE:07/28/17 srA �n fr. .` 6355 ON.3Wh,St.,St..305,VIRGINIA OAROLTIS,RDWDA 3316 $r' Phone:{305)871-1530.Fax:(;705)871-1531 4268 Westroods Drive 2 DRAWING No a QI'•.h"' p •' _V a-moil 0ceo0-f—m West Palm Beach, FL 33407 3 wJS''yp,," o1l�r}� 'iL,(4`'1A, EB-000671/ 17-108 ,,.Cyi_f1jf •.......• ]'WALTER A.PUTT Jr.P.E. 4 1,1T P E: O LJ/ lG l FLORIDA u..g 44167 6 SHEET Re DATE OF 18 7 I"Min. REO'D:MIN 6'x 1 1/2'x VARIES 1 0.035'THICK Min.ASTM 2"MOx.� J2EOUIREO DOUBLE AT I GRADE 40 Min.G-60 OOR OQ OR 4A /IAETAL STUD 9RE01-D. 137b 3AT I6'O,C. ---- - ___ O 6'• O.C. E%ISTING G1A55 AIN. 1 3/4"x 6 1/4'x 3TC 37 i 0.035'THICK Aan,CONT.GALV. j®6"ox. O 6 O.C. j j T/4* STEEL TRACK CHANNEL,ASTM A-653 i RIES :•.5.••, GRADE 40 Min.C-60 GALVANIZED VA '.:-`:�•-'( 'N ^__�I FASTENED TO'STUDS W/(Z) I EXISTING flNISH ... /J6i)/2'TEK SCREWS ON INTERIOR AS APPLICABLE I k E%TERIOR"FACE i i I O EXISTNG FINISH) Mw.SEPARATION TO GLASS AS APPLICABLE EXISTING GLASS (SEESCHEOUIE ON SHEET 5) est &OR/(REO'0,MIN.1 3/4k 6.1/4k SEE DETAIL /0.035'THICK Min,CONT.GALV, i EXISTING FINISH I SIDE CONV ) TO TRACKS ON STEEL 1RACK CHAt0ffL,ASTM A-653.1 AS APPLICABLE i I SHEET 13(TYP.) CRAOE 40 Min.G-60 GALVANIZED FlS7ET'ED To,STUDS w/(2) 37c 37 will 1 O h6xE%ERIOTR FACE ON INTERIOR j i t • 3 OR OR 1S 6' C. 6'O.C. s C p /REOUIREO DOUBLE FAL----- ---------__ 1/2" 1/4 o TEKSTUDSCREW ,REOUIRED DOUBLE _ _ 3 GRO4 OR 4A / O N ARI 5 DOUBLE STUD METAL STUD RECUIREO CK 6"x 1 1/2'x w z•MOK: 37b A-653 THICK Min. in. 1" EXISTING GLASS A-653 GRADE 40 Min.G-60 j 6" O.C. MIN. -'EXISTING CLASS GALV.,STEEL METAL STUDS AT 161 ox --i 1"Min. 1100 B.O.WALL MOUNTING INSTALLATION ;i t VAR J<IEs ES vrr �!yy 0 O'SyG� 2.000' 3.210' 1/16"x3"MAX, ALUM. ALUM. PLATE. (LOCATE AT ' '\ EITHER SIDE OF@ ! 37a 1/4"0 NOMINAL37b ............_ _ _114'10-20X311 BOLT ___-__ ! ALUMINUM SLEEVE #104/2"S.M.S.— #10x1/2"S.M.S. !' 0 16"O.C. 0 16'O 1 .250' 0 1.373"�-.050- O.C. 10 in y n 1/4.0-20 THREADS 37c 1/4"0 ELCO CONSTRUCTION —O OR®OR PRODUCTS FAB-LOK HD END INSTALLATION INTO METAL STUD WALL INSTALLATION DETAILS (CONTINUED SCALE 3/8"=1" SCALE 3/8"=1" FLORIDA BUILDING CODE (Hon High Velocity Hurricane Zone A' 02017 TILTECO,INC, 2017 EASTERN METAL SUPPLY, INC. BERTHA HVT!A e ® s ® Accordion Shutter System ®� ®� - H.V. W/a2 W 0 Kv. vANDOJN IKADE 43 ` �p�p� TILLIT TESTING ENGINEERING COMPANY American Shufter SySfem3 REV.No DESCRIPTION DALE DRAWN-BY:L.C. ��•� STATE�F : °\ 6355 ILW.361A,.SL,Sle:305,MRGINlA GARDENS;FLORIDA 3316 AS$Ociafian, Inc. 1 OLD 15-0B8 7/26/7 DATE 07/26/17 0 Pp� -a �o Phano:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No ,r(\•�'•,��O 1'�,•'' �y 1\ a-moil:Gllecodcol.Eom �� (+ OR , EL West Palm Beach, FL 33407 3 y�q S1` !1°° WALTER A.OTILUT1Jr.P.E. 4 17-108 P,E�Sf/A,0/Sly RE/DATE FLORIDA lie.)f 44167 5 SHEET 6 1 O OF 18. r SEE END WALL CONNECTION f � r`--�; INSTALLATION WITH NAILS ON SHEETS 10A. 13'do 16 90' 1 l *SEE NOTES ON HV LOCK AND 1T'OR ®* HV BLADE W Al ON TE ERNATE SHEEP LOCKS @ OR 1 ' HV CENTERMATES & 9 O T _ I t,{ EXISTING GLASS SCALE 3 $--1�� IV j + SEE LifdJ,1,A710N5 OF USE FOR SEE END WALL ( BLADE.(1Aj ON SHEET 18. CONNECTION t` DETAILS ON SHEETS 1 OR f T OA. 13 & 116 ' __ _—_------- -- ---------------^----- --------- -- _ } 2 ORQOR& 7)OR'$ -^ O @ O 7" 6 1/2 IAC+ OR TOLASS SEPARATION I MIN.SEPARATION MIN.SEPARATION (SEE SCHEDULES MIN.SEPARATiOLd VI/INSIDE LOCK To W OUTSIDE LOCK TO ON SHEET 5) OR Tp GUSS 9 OR®OR 14A)b CLASS(SEE SCHEDULE GLASS(SEE SCHEDULE ! �T (SEE SCHEpULL� ON SHEET 5} ON SHEET 5) ( (INTERIOR) ON SHEET 5)' } f I -------------------- _.._.—_ --------- ------ ---------- —–i SEEE— ND WALL CONNECTION /� i 3 DETAILS 0 S 0 3 & 6 9 —0) OR (t.SIOR�I OR Q 14 G v OR�I * OR it ! ('U T (EXTERIOR) (EXTERIOR) 10 SECTION AT END ( SECTION AT OPPOSING 11 SECTION AT SYMMETRICAL (DIRECT MOUNTl CENTERMATES W/ LOCK i 6 0� SEE END WALL o ! T CENTERMATES W/ LOCK n OR 17 CONNEO(10N 2'x2'xi/6•'x0•- 4 {6063—T6 atLoh Aim.8 AtaG t DETAILS ON SHEETS (fi— Ts A Tw ALI uycHpR -------- �rnn-)OROOR�+(DO,�R $ ----- ---- -- ------------------- —^y �10A. 13 Ec 16 TO CQVCRI/ {TOP1sDiTOM,} �.J ® �.:/ \J O" �--- }- (4)t10x1/2'S.M.S.70 11 i p10x3/A'S.M.S.®! 12' OR OR t OR + T MIN.SEPARATION MIN.SEPARATION AT EACH ANGLE. "p,C.FULL LENGLTT. tAtN.SEPARATION tMN.SEPA,.QCN TO GLASS 70 GLASS iv TO GLASS V!/INSIDE TO CLASS V!/WMDE (`� (SEE SCHEDULES (SEE SCHEDULES IN OR 4A OR �7 I LOCK(SEE SCHEDULES LOCK(SEE SCF6UL�S�-p{jp}VtJ ONLY FOR SECTION 10 ON SHEET 5) ON SHEET 5) 1 Ott SHEET 5 ON SHEET 6 /l V (BOTTOM) 1 t AM 7 i � —\ �� �_ OR 1� z 1/2. 5 , 10 D 13 8 14 �OR� �lJ v L —.i7 15 1 1 5 ,/z 1 g* SECTION AT SYMMETRICAL (TYP.) SECTION AT .0PP0SING CENTERMATES W LOCK SECTION AT CORNER POST- OUT * � 0 CENTERMATES W/ LOCK (1� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) }}ATtll ®2017 71LTEC0.INC. Q 2017 EASTERN METAL SUPPLY,INC. ``V }tG/ M V .. BERTHA 1V Accordion Shutter System, H.V.BELANIXX#3 w/CR w 0 KV. NDOW BLADE#P TlLUT TESTING & ENGINEERING COMPANY American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY:L.C. Association, Inc. 1 CLO 157056 7/2e/i DATE:07/28/17 6355 N.W.35th,Si.Ste.305.VIRDIIIA OM MS,FLORIDA 3316 'RTA ��—: 'y a' Ph—:(305)871-1570.Fax:(505)871-1571 4268 Westroods Drive z DRAVANG No a-root: 0000OaaLeom West Palm Beach, FL 33407 s 17-108 7-1 Q8 Lt E8-0008719 [1 11 YlALGRR A.TILLR Jr.P,E. 4' �{3 •���-••. �\ t FLOR7CA Ue.#44167 5 SHEET P.E''��}�N�c�ftEJDATE 6 11 OF 18 END INSTALLATION INTO CONCRETE OR CONCRETE BLOCK WALL* OURED CONCRETE POURED CONCRETE SCALE 3/8"=I" A qEI R CONCRETE + •" LOCK WALL REQUIRED OR CONCRETE ;'\ POURED CONCRETE BLOCK HALL.REQUIRED - �--^ - OR CONCRETE }POVREO CONCRETE OR CONCRETE BLOCK VtAlt BLOCK WAtI REQUIREDEXI5TING GLASS ,:` ,vNCRETE � ' 2" EXISTING GLASS • '• j(�- ANCHOR Ul 16 O.C. ' REQUIRED •y MtN.. R EXISTING GLASS K, /"'. ••1`•• •1 ____ . .. .' --EX STING GLASS ED Eo :lam\• �' •. i 1/16'x3`MAX. (, (LOCATE AT t (6063-T6) CONT. i ALUM.CLOSER 4-USE i'OR 2'MAX. 1-T OH10R SIDE PLATE. (LOCATE AT 'q (AS APPUCA8LE)x2°x1/8'x0'-•2' - -__.�--._- EITHER SIDE OF 4M) -'!-f' ALUMINUM CLIP ANGLE .- -_-.-, ti sw 1/ ( (6063-T6.ALLOY)AT L1IDHEIGHi 10xrf2"S.M. . _ {)t Ox1f2"S.M.S.Jj Wf(7) 10ilf2°S.M.S.TO091 t t ------- -'-'-'-• --- &(2)1/4'o ANCHORS 70 47AR \ / 0 16"O.C. 0 16"O.C. ) }' 1 OR .I { 1 G AT 1°O.C. (LOCATE AT EITHER SEE DETAIL X FOi;„1 r `CJ! 1 T y 1-r• > LL SIDE OF�9 �'•.�' SIDE CONNECTION / / p���} SEE DETAIL X FOR 70 TRACKS }O 4 d' 1 OR Com' SIDE CONNECTI° 9 OR SEE DETAIL X FO TO TRACKS 1 SIDE CONNECTION 'OR OR 4 � TO TRACKS TOR�oRO+ OR� O � (@ ( OOROOROtOORO O OR iI OR $ + OR + cj OR d 4R + �_^ OR d OR $ + rj. OR rj OR t� OR¢ + OR(.)OR@$ +@0R0+�OR(@OR@+@ `� @ END CONNECTION DETAIL END CONNECTION DETAIL END CONNECTION DETAIL END CONNECTION DETAIL REQUIRED ONLY FOR SPANS GREATER THAN 12'-0° `f"��• '. r /-POURED CONCRETE OR-_-_N-y^- �-• EXISTING CLASS •� '✓• '. CONCRETE BLOCK WALL f/-GLASS -.REQUIRED_______ / fn1 •. • . � '�tOxi/2",S.MS � 7 _ .__._....::._..... L_xr-..'-7_-I T9 16' B. 2 OR(a)OR R I °G ` !�. L V" Q • HOR1/4;oC 16*lETEO..c' 7 1/4C`EQVCREfE 1/2'MIN. • fuNCHOR®:i 6°,O.C, ORO QR@ . �-- ANCHOR t4 T6'O.C. OL 2" N. t 7 OORaOR( :)OR_J 1 1a z•MIN.. . /� PLAN VIEW Y j f OR ( ,+ I QORZOR(@ DETAIL X L POURED CONCRETE OR I CONCRETE BLOCK WALL I I/IORQ ORT F1 1+O OR 'SEE UM 4IONS OF USE FOR REQUIRED �.•/ �:/ BLADE i�ON SHEET 18. OR(�)OR OtQ ORO+OOR@ OR +�ry END CONNECTION DETAIL ��60.tEJdD CONNECTION DETAIL FLORIDA BUILDING CODE (Non Nigh Velocity Hurricane Zone) 02017 TILTECO,INC, ®2017 EASTERN METAL SUPPLY,INC. x-�jc BERTHA HW /+/� A � � Accordion Shutter System i 6 V N c. IG !8 ® H.V.m ADE#3 W/GR W 0 H.V.WNDOW BLADE#3 ' TICCIT TESTING k ENGINEERING COMPANY American Shutter Systems RLv.N.1 DESCRIPTION DATE I ORAVIN BY:L.C. A Association, Inc. 1 DID 15-6e6 rt2e/+ OATe:07/x8/17 ---,t,Q: 63ss N.W1 s6m.St,Sta us.vaolm GARDENS,naRok 331e 4268 6Vestroods Drive x ' `G Phone:(305)871-1530.Fa::(305)871-1531 DRAWING No „ a-molk III...0oo1-.om West Palm Bench, FL 33407 s � �jf1�14 L° plT�,`` .', EB-0006T79 VV `', 4 17-108 WALTER A WEER Jr.P.E. P.E.'S`E'AtfilGWURE/DATE FLOMDA U..j 44167 5 SHEET 6 13 OF 18 WALL FINISH [-EO I Eo 2'MIDI. I 1/4'0 TAPCON OR TAPCON w/ ,_ - -EDGE 4'x6`{MiD.j EXfSING 1 I ADVANCED THREADFORM TECHNOLOGY (Ir.APPLICABLE) WOOD BEAM REQUIRED. r' r 4c w/ 1 1/2'Min,PENETRATION OF ^..__...» � STRUCTURAL ADEQUACY I OF EXISTING WOOD E4 -EQ WHREADED AREA TO EXISTING IO 1Y000 EXISTING MOOD yy.. t HEADER.(SEE SCHEDULE ON SHEET 8) _... _ TRUSSES OR BEAM TO BE CERTIFIED j I" RAFTER®24" BY REGISTERED r t 1 2` ENGINEER OR ,. t 1 i ! 1/z' i O.C.REQUIRED y W. - .-.— ARCHITECT PRIOR r r 1 4" 1/2" �._ NUTTER INSTALLATION. ✓• / 0 TAPCON OR TAPCON W/ ,.j t1. �l .%!i .-- ... _-.— I, ADVANCED THREADFORM I 3 OR 4 OR ��p} - -- - - - TECHNOLOGY W 1 1 2'Ali I'\1 ! % i� t,:,Y I I - _3XISTING SOFFIT E0 EO PENETNAT{ON OF 1 1/2 AREA 1 �'t;' f j4'Max.THK. %,'�f'. TO EXISTING WOOD SEAA1. (SEE t 2" 1/4`0 x 3/4' !r 11 MINI '-i, 1/4" E EO 1"x4"x1/6"CONT.ALUM.TUBE SCHEDULE ON SHEEP 8) MAX TTEEK BSCR ( {r�63-76 ALLOY}w/(3)5/15'0 LAG. n 1 SCREYIS TO EACH RAFTER OR TRUSS. 2 (; ®6 O.C. LOCATE LAG SCREWS AT MIDWID7H OF .�7 •a,v. i S -1'1 7 EXISTING WOOD MEMBER.(2'Mm, p ?t 1/4" OPEN HOLE AT EACH ! --\JNOMINAL MOTH Y! ,2"Klin. jI I ♦ STUD TO ACCEPT i: ) / EXISTING I EXISTING MIN.2'x4'.I t OR 5/16'¢LAG SCREW i; ,, ! PENETRA7tON ALLATOIONS Y THREADED 2psARFA VAt30 CLASS WOOD HEADER 1 (; AT CENTER OF TUBE. :I A.S.O. DESIGN LOAD AND W-0'MAX. f MAX. EXISTING REQUIRED !j� I ; SPAN.THIS INSTMUTtON t5 ONLY VALID F DOL SEPAPAT10x to CLASS i EXISTING I FOR WOOD W/LAIN.SPECIFIC GRAVITY I I I 4 (SM Sa1E0uus oa sxm S I I; GLASS ':( OF 0.50 AS DOUGLAS FIR OR *� t OR t ( SOUTHERN PINE No.2,OR EQUAL. 3 -,�mIa svA"Anar To : tltltl Nw.scPirvanon 10 ' cw,fsx scxaralcs'r (' OR ♦ .i—{SE6'AH" s � DN SNm 5) tI4LiJ7 ON SMm 5) 9W WALL CONNECTION AT TOP Uld HOLLOW CEILING MOUNTING INSTALLATION (� SOFFIT MOUNTING INSTALLATION �" � OR ♦ MAXIMUM DESIGN PRESSURE:#62.PSN A-fAX—IMUTAI/SHUTTER SPAN 6'-0" 0411 SFPM710H To GLASS EXISTING "� Z (sct Sc1w4w s aN s w S) :I GLASS vuz stauxanar To cuss I• I #wN.smAwmn r0 I q EXISi1NG���,,,,,,ggqt :I i 2'x4"CONT.�-{ saEouus orsNSn S) truss(scc smmu+a'A I 1 OR GLASS g Y7000 LATE :I (: 9`hT i {�p�7 a+sxm s) l I REQ'O.^� WALL 1 oR• SSP Exlsimc ( I FI FOR ;I' I i (SEE.NOTE 1 t ON SHEET 5 O;Ags"T WALL : FOR LIMITATIONS) _ t FINISH- i,l•. h1AK / I: ALTERtNA 1/d"MAX. LSA / ANCHOR 1/4' �� LOCATION aN 11 10x3/4'HEX OR Q OR l ., I •,i ,'J Q I ata• tASNER HEAD TEK EO r ��. /' 1/2` � i, � ,, 3 OR 4 OR � 2`z6'h11N.{'7000 D'il �� SCREWS®9'P.t E4 •'f ''( �.. 1/4'0 TAPCON OR TAPCON W/ t i 'DECK REQUIRED ;„/ `•"� I LAOVANCED THREADFORM TECHNOLOGY } 1/2" 1/4"O TAPCON OR TAPCON W/ADVANCED (NO FINISH ALLOWED) W/1. 1/2'Min.PENETRATION OF Y �_.—THREADFORM TECHNOLOGY W/1/2'Iain.PENEIRAAON THREADED AREA TQ EXISTING WOOD � � k F Y �i OF THREADED AREA INTO PLA'*OD.(SEE NOTE 1 e ,' _04 PLATE(SEE SCHEDULE ON SHEET 6) i 1 I ON SHEET 5 FOR LIMITATIONS) EDGE OF DECK '_.-• EDGE OF w `i 1 t•i't ! 2'x4"CONT.SILL —1/2-IAN.COX PLYWOOD REO'D. IF APPLICABLE 2 Jdlt / - -�---y�rt APPPUUCJBLE PLATE RENOD.. t 1 1 EXISTING MIN.2"x4"STUDS 15'O.C. 4W WALL CONNECTION AT $OTTOM MAX.REO'D.PLYWOOD TO BE ATTACHED tj4'o TAPCON OR TAPCON W/ADVANCED 2'LAIN, TO STUDS IN ACCORDANCE WITH THREADFORM TECHNOLOGY W/1 1/2'Min, �Q1E: SECTION 2306 OF THE F.B.C. PENETRATION OF THREADED AREA INTO WOOD T-SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY �.WALL CONNECTION AT. BOTTOM OEGK. (SEE SCHEDULE ON SHEEP 8) 2-MOUNTING SECTIONS CAN BE COMBINED IN ANYWAY MAXIMUM DESIGN PRESSURE:*62 PFLOOR 6W LOOR CONNECTIO TO-SUIT ANY INSTALLATION. MAXIMUM SHUTTER SPAN *SEE UMIIATTONS OF USE OR INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS BLADE 1�ON SHEET 18. 11 SCALE 3/8"=1" FLORIDA BUILDING CODE (Non High elocity HUrriCOne Zone) �a AaL2017 EASTERN METAL SUPPLY,INC. °}L ER a'S. jf i_ a2a/7 TkTEGO.INC.aCBERTHA �/TM �� ��® ��� �� � ��� Accordion Shutter System /� —— H.V. 6I.ADE#3 W OR W/0 H.V.1MNOW 13ADE#3 �p�7�/'AP.� TAUT TESTING k ENGINEERING COMPANY American Shutter Systems RLY.No DESCRIPTION DATE DRAWN 6Y:I.C. �'. 5'/�'�Q ".' 6555 r41V.06th.Sl,51v.2p5,VIR000A fiWOFNS,FIARipA 3316 Association, Inc. 1 OLD 15-088 7/28/1 DATE;07/20/17 IJN Phone:(305)871-1530.Fox:(305)671-1531 4268 VYestroods Drive 2 DRAWING No 4� •;taAlo� ,•'(� , a 61:UTtecoOaot,wm West Palm Beach, FL 33407 3 + V� V EB-0006719 4 17..—'I 613 "•{•••g•••N.,�`, WALTER A TILUT Jr,P.E. P.E. 141 GMli l�?RE%DATE nawDA ca 44167 a 14 OF 18 _ WALL FINISH I ��1/4'P TAPCON OR TAPCON W/ VANCED THREADFORM TECHNOLOGY I; I `�.� r;• W/ 1 1/2"Min.PENETRATION OF THREADED AREA TO EXISTING MOOD NOi.SEPAMPON 10 I it` J•` �% HEADER. (SEE SCHEDULE ON SHEET 8) LASS(SEE SCBE 11 ` 1f4"0-20x3/a's.s.BOLTS Wf ON si,ELY s) T j I ( NUT&WASHER®D'D.C, It 1'MIN. EXISTING 1 1n.( GLASS I 1/4'MAX. i; ;i J I /�Il 2 2' " 2"x6'MIN.WO D $ MIN. 6 1 i 1 DECK REQ1-E _+ I (NO FINISH ALLOWED)L '.• (' EDGE OF DECK _..�_•�.,•�\EEDGE OF ; O IF APPLICABLE ,_,...— DECK IF EXISTING- 2"x4' APPLICABLE LE ODD HEADER RED EXISTING RwOU sEPARAnON ro I I I tJ r i —2"MIN: _.1/4"0 TAPCON OR TAPCON W/ GLASS LASS(SEE SCHEDULES ! ADVANCED THREADFORM P9RM TECHNOLOGY off SHFET 5) VI/1 f/2`Min.EA NTOE EXISTING N OF DECKS{E SCHEDULE EON SHEET 8) 2'"MIN. WALL MOUNTING INSTALLATION 8W FLOOR CONNECTION EXISTING t EXISTING ; GLASS GLASS--i O MIN.SEPARATION TO •L MIH.SEPARATION10 CV.tS NSFTCHE't1LC5-- i '.I' O E ONSSHEU 5) 5 ii WALL WALL . I FINISH FINISH 4 2 Eq �,,. ,/f 8. :..1Z l+•uAc EO j ,�. - 1' I L C t'LUN. Eq ` EO f •`'•., 1/4"0-20x3/4"S.S.BOLTS W/ NUT&WASHER 0 D'O.C. 2 l/2• 1/4-0 TAPCON OR TAPCON W/ 9 �` �l y� ADVANCED THREADFORM TECHNOLOGY [ 1 yy v 014x3/4"F:H.S.D.S.€A 5`O.C. r'.} i� W/t 1/2'Min.PENETRATION dF THREADED AREA TO EXISTING WOOD 1/4",0 TAPCON OR TAPCON W/ t PLATE.(SEE SCHEDULE ON SHEET 5) ADVANCED THREADFORM TECHNOLOGY Wf l,,,,2'z4"CONT. SILL WAW,FINISH2'x4'CONT.SILL ) 1/2"Min.PENETRATION OF THREADED PLATE REO'D, AREA TO EXISTING WOOD PLATE.(SEE PLATE REq'D. SCHEDULE.ON SHEET 0) (@W)� WALL MOUNTING,INSTALLATIONWALL MOUNTING INSTALLATION 1s'EE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS TO BD1T ANY INSTALLATION. SCALE 3/8"=1" FLORIDA BUILDING CODE (Non High Velocity HurrlCOne Zone) rrsiaAriri i)t11,�'•V_ rppj 02017 TILTECO,INC. 0 2017 EASTERN METAL SUPPLY,,INC. WO BERTH k H o _LE_CO.,.. A� � eA>B Accordion Shutter System — H.V. BLADEW OR W/D FIV. 1MNDOW BLADE S � Y/ TiLL1T TESTING & ENGINEERING COMPANY American Shutter Systems uv L{o DESCRIPTION DATE DRAwr1 a:L C �S OF 0755 LI.W.J6Lx.5l"SIC 305,hRC11110.CN1pQi5,CLDRIOA JJIO Association, Inc. 1 OLD to-006 7/26/L DATE:07/25/17 Q r` ,i� --= L2 Phana:{305)671-1530,Fax:(305)671-1511 4268 Westroods Drive 2 j1 a c-met;4Ttecaaaot.eom DRAWING No West Palm Beach, FL 33407 % y1 EB-0006715 4 A 7T r18 ��/. ,1L WALTER A TLLLLT 3r.P.E. t 17U Pl. +$E1�{ S ,}y ATURE�DATE FLORIDA Ua.#44167 5 SHEET 6 15 OF 18 1 END INSTALLATION INTO 2"x4" MIN. WOOD STUDS e SCALE 3/8"=1" 2"x4"MIN.WOOD ry, rY 2"x4"MIN.WOOD " 4Y 2"x4" MIN.WOOD \ UDS REO'D. f STUDS REO'D. / I 1/4'0 TPFCON OR iAeCON W/ 2`x4'MIN.WOOD STUDS REO'D. y 1/4-0 TAPCON OR TAPCON Y7 \ u i r' STUDS REO'D. �' / (/ ADVANCED THREADFORM I yt� AD'IMCID iK9F1DfORt1 iEOC:OL041f ` I �' TECHNOLOGY ANCHOR 0 6"O.C. `�' I AN'13OIOR 0 all6'O.0 5'1/1 1/2`MIL \ 1'!/ is I/2"MIN.PENETRATIONS{ %1'FErnr:TRa av INTO N I%2•RmX u_ r- IMO STUDS OR W/MIN. 1/2' _ / EXISTING \ I I�\ PLWSODD G NO Sil10S EXIST. / •� GLASS I/1'RIIJ•�% / \ PENETRATION TO 1/2'CO% �i XISTING PLYWOOD IF NO STUDS EXIST. ` K CLASS ---- PLYWOOD. / / I 1 y I * EXISTING of - / \ / Y EXISTING ` I` LASS - COX/ ` E\ } -L-- PLYWOOD. / `s PLW/OOD.'� 7 _-- J 1 1/16"x3'M X. VIALL­ I 4-USE OR 2` I/2°PLW!D% WALL.J / 1 EITHEARESDE`L�\ ' (6063-T6)CONT. FIN6H (AS APPLICA9LE)x2"xt/6"x0'-2" FINISH 1 '1 z ALUM,CLOSER ALUM CUP ANGLE i 1 OF 10) PLATE. (LOCATE v z EITFIER SIDE �' (6063-T6 ALLOY)AT MIOHEIGHT — —_ — — — — w I_ OF®) 1 I (1) 10x1/2"S.'S TO I�& 9 1 #10x1/2"S:M.S_, _ -----. 1 (2)1/4'0 TAPCONS ANCHORS TO 0 16"O.C. —_y�' 1 I WALL AT 1'O.C. (LOCATE AT 1 / / OR ! ) ®16 OC.�S.M.S.—� I ---.—._-.--..—.-j EITHER SIDE OF,U \ ) / SEE DETAIL X FORD t O.-J ' SIDE CONNECTION 1 SEE DETAIL X FOP-/ ',� TO TRACKS \ LVA SIDE CONNECTION V OR �OOROOR©+O ORO 1 OR 1 SEE DETAIL X FORD Tp TRACKSI SIDE CONNECTION OR®OR®ORO+OORO+ rj ro TRACKSOROOR©+OOROOR®J IV/ END CONNECTION DETAIL, (2) END CONNECTION DETAIL OR@OR®+O ORO+O 1/4"0 TAPCON OR TAPCON EXISTING GLASS 2"x4"MIN.WOOD Q3 END CONNECTION DETAIL END CONNECTION DETAIL W/ADVANCED THREADFORM STUDS REQ'D.-' /—EXISTING TECHNOLOGY ANCHORS 11 1/4"0 TAPCON OR TAPCON 14/ ----------- GLASS 1 1/2"MIN.PENETRATION\ ADVANCED THREADFORM . SEE LIMITATIONS OF USE FOR REQUIRED ONLY FOR SPANS GREATER THAN 12'-0' I #10.1/2"S.M.S., / / 016 O.C. BLADE©A ON SHEET 16. ® 12"O.C. TECHNOLOGY ANCHORS YJ 1 1 MIN. PENETRATION 0 12°O.0 1/2' _ 1PI N. :J >Y > :—,Iq (�) MIN , r \. �,i (2) 3 i' �(20 1 OR (13 i WALL 's '��" I FINISH �h',, ..� - y1.'�".o$i. '•y.^.�:M _3i.�iy,;titO:� I OOROOR®OR FLAN VIEW Y 2'x4"MIN.WOOD WALL, STUDS,RE6'0. FINISH OOROOR 6.+OORO © DOR® DETAIL X 5 END CONNECTION DETAIL oR®OR®DR®+O OR 0+O © END CONNECTION DETAIL FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 0071///Oise 02017 TLTECO,INC. ©2017 EASTERN METAL BERTH ASGFIL�/`M A.&S AIR Accordion Shutter System KV. RK E#3 W/OR w/o KV.WINDOW EILAOE#3 i TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.No DESCRIPTION DATE DRAWN13Y.-LC. '$ STATE OF Association Inc. T OLD I5-066 7/:9/1 DATE:07/28/17 e 6355 R.17.36th.'5l.,St..705,VIRCRIl4 OW2ODl5.1-15A 3316 ., RIw• Phene:(305)671-1530.Fax:(305)871-1571 4268 Westroads Drive z DRAWING No n Cii�Q 11 e-mol1:tllleeoDool.oem West Palm Beach, FL 33407 3 l7 11 EB-0005719 17-108 � Sfp••lN/ sp1 (� It11 WALTER A.TRLIT J,P,E. 6 4 P.E. SbltM ARA/DATE FLORIDA U.p 44167 SHEET 16 OF 18 - 0.1875" 12"MIN. CLEARANCE ;-0.0625" 0.0625" TO*BLADE.TO 1A �� EDGE, T � �•.--I--�---- HV PANDO7'!BLADE$3 SECTION X—X 0.0625" I � BLADE'S K3'o OPENING I NUCKLE MP) ! 1 •�'~`:� / 0.0625" POLYCARBONATE SOURCES FOR 38 —E.D.= E.O.-- // R1.1.7$00° �`� TYPICAL PROPERTIES MPLLCABLE STAti0AR0 RESULT I FIAT PORTIOREFERENCE smx ecvww.c N /f / `�, wmFus/fie uE w sc wue OF BLADE t � u+>a'uk:Nc3 ,a es X u.-a X t t PHYSICAL, 38 HV VANDOW /// —( SPECIFIC GRAVITY ASTM 0792 0.043!b/ins 0.043 Ib/ins ./ ! i'I•��I'`j ti HANISAI j j':�ti 1.37501" TENSILE YIELD STRENGTH ASTb{0638 9,40Q ps.i. 9.500 Ps.i. 02.8750" FLEXURAL STRENGTH AT YIELD ASTM 0790 12,500 p.s.i. 13,400 p.s.i. FLEXURAL MODULUS ASTM D790 340,000 p,s,L 345,000 p.s.i. NOTCHED IZOD ASTIR D256 18 FTyb/zn 17 FT—Tnfin It I I \ �� .FIRE RIIRNINC.QHARAGTERISnCB: j 1 ;`�`• ��!� SMOKE DENSITY ASTM D2843 47.2% 64.5 2 MAX, RATE OF BURNING ASFLd 0635 C-1 CLASS C-1 CLASS 03.0000" I _.'s_+' ..� p3.7500" �IGNITION ASTM D1929 1040 F 980 F 2 7/8'LAIN.CLEAR WEATHERING: ASTM GI55 SEPARATION BETWEEN t 2 1/4'CLEAR ,t 5 3/4' TENSILE STRENGTH AFTER WEATHERING ASTM 638 9302 s.i. 8840 si BL40E OPENINGS BETWEEN TABS ON CENTERS P• P••• 0,7500" TENSILE STRESS BEFORE WEATHERING ASTM 638 8461 p.J. 8980 Psl POLYCARBONATE IMPACT RESISTANT HV WINDOW 1 BAYER MAKROLON 3103 POLYCARBONATE 1 1 RESINS, UV-STABILIZED GRADE EXTERIOR ELEVATION `--�� SCALE: 1" = i" 12'LAIN.CLEARANCE F0 BLADE EOTTOM TYPICAL •1 A HV WINDOW BLADE #3 AND SCALE: 3i8"=1" POLYCARBONATE HV WINDOW DETAIL FLORIDA BUILDING CODE (Bon High Velocity Hurricane Zone) rrlA�ra><i��ir. T1e1� �y� 7f4A` w'= 02017 TILTECO,INC. 8 2017 EASTERN METAL SUPPLY,INC. {'LlI ; �rus'V w BERTHA HV - 11LC O INC. �s ■ � Accordion Shutter System Z! ■ ■ ».v RAM#3 w oR w/.o KV. www RKE#3 American Shatter Systems RVI.w DESCRIPaoN DATE DRAWN BY:L( 7SLLST TESTING & ENGINEERING COMPANY • �'t, Y�c .Association, Inc. 1 oLb Is-066 �j2D/I DATE:07/26/17 T {A � SE 6355 NS4.35U.SI.,Ste.305,MROI IA GARDENS,FLOROA 3318 *` 1Q Phons:(3115)871-153D,Fci:(305}871-1531 4268 Westraods OTive 2 DRAWING No ,. �'�\k,1`� Q m EB�D0067191c West Palm Beach, FL 33407 3 4 17-108 _ 08 WALTER A.TILUT Jr.P.E. P.E. SEAQ% IIILN �Uf�E/DATE FLORIDA Uc.8.44167 a S17F 18 (Ms GTHA GENERAL LIMITATIONS AND CONDITIONS OF USE FOR BER V BLADE #3 ACCORDION SHUTTER SYSTEM WORKING IN UNISON WITH M HV WINDOW BLADE--a. 1.MAX.A.S.D.DESIGN PRESSURE RATING:+62,–62 p.s.L 1 2. MAX.SHUTTER SPAN: 107" 8'-11"®+62,–62 ps1 MAX.SHUTTER SPAN: 114'=9'-6'O+55,–55 psf ALLOWED MOUNTINGS: 1.2,7&8 ON SHEETS 9 & 10;AS WELL AS 16 OR 17 MINA UTA MOUNTINGS IW,2W,3W W&6W ON SHEET 14. !— 4.ONLY CENTERMATES 13 14 (BOTH W/ 16 OR 17 ARE ALLOWED WITH 13 Qor o 14 ARRANGED IN A SYMIRET AL LAYOUT. ! 5.(A)IGS WINDOW BLADE J3 SHALL ONLY ALLOW A AWOF 5 TYP.EA. ND ' OPENINGS(3(3'p HOLES)FOR PER BLADE AT SPACINGS SHOWON SHEET (@— 17. MAX.5 WINDOI' r s1 ''' (B)MIN.CLEARANCE FROM TOP OR BOTTOM EDGE OF 1A HV WINDOW BLADE J3 ALLOVAED AT HV OF ANY 3"0 HOLE FOR 8 SHALL BE 12'. WINDOW BLADE g3 r}a MAXIMUM (C) FIRST OR LAST BLADE COMING Our FROM.STARTERS AT ENDS MAY BE-® SHUTTER SPAN HV WINDOW BLADE 03. ���111LLL 111LLL ���lll..•lll" SEE LIMITATION a NOTE.2 (D) I HV WINDOW BLADE#3 MUST BE USED ALTERNATE TO A SOUDOI HV r BLADE 3 THROUGHOUT SHUTTER'S WIDTH. r a' as a Iii; � SSSIII 3=g (E)CENTERMATES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID(DKV BLADE.83 AT EITHER SIDE OF THEM. (F)POLYCARBONATE HV WINDOW 3 SHALL BE INSTALLED SO THAT TABS FACE SEE END –ym a THE INTERIOR OF THE OPENING BWG PROTECTED.HV WINDOW 3B MUST BE CONNEC71ON 0 z I ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROWD D BY ASSA, DETAILS:ON SHEETS O12INC. 13&'16 TYP.FULL HEIGHT. B b, MINIMUM 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME CV I BUILDINGS ON SHEET 8,AS UM17ED BY SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 6&7 AS LIMITED BY SPAN 2 0> (SEE & SE FOR RE UIREMENTS) 4W w w AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). UNLIMITED WIDTH--- 8.SEE MINIMUM SEPARATION TO GLASS ON SHEET 5. �-o 0 0 ELEVATION 3 GR 4 GR 6 7 ` SYMM RK! CEHTERMATES 13& 14 n i vf/ 16 OR 17 rJ _ 13 14 l'J TYP. % 16 17 / 1' \ 13 14 TYP. �� _LAN 10 TYPICAL HV BLADE #3 WORKING IN UNISON WITH 1A HV WINDOW BLADE #3 SHUTTER* N.T.S. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone 02017 TR.IECO.INC. ©2017 EASTERN METAL SUPPLY. INC. BERTHA FIVE`!" �L E C O INC. A©ISaS.A. Accordion Shutter System H.V. BLADE 43 W/OR w/o H.V.WINDOM BADE y3 �fft }} TICCIT TESTING & ENGINEERING COMPANY American Shutter $YSteFFIS REV.No DESCRIPNON DATE DRAWNt11•:L.C. •% S A OF' ; 6755 tLY6 36th.Sl.,St..309,NRGIIM GARDENS,RORIpA 3316 Association, Inc. 1 Di0 1s-afifi 7/26/1 OAIE;07/20/17 Pone:(305)671-1530,Fa::(305)071-1531 4268 Westroods Drive 2 DRAWING No •`' �A61� a-mal:1111'. ccl.eem West Palm Beach, FL 33407 3EB– 17-108 ••••••••' 11161 VfALTER A.OTILLR1Jr.P.E. 4 P.E."S ,�Sjjh WA9/DATE FLaRa'u`'y 44'67 6 SHE OF 18