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HomeMy WebLinkAboutproduct approval GENERAL NC�'E�:. 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON TNS 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 STALL NOT BE INSTALEO AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS VAll.BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE.FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE QF TS CONTEN Be INSTALLED WITH A DIPECTIONALM FACTOR Kd-0.85.USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM'(AS.D.)DESIGN PRESSURE RATNOS INDICATED ON SHEETS 11 THRU 15, 19&20. AREA 1• HV BL9 CFI& IN ORDER TO VERIFY THE ABOVE CONDRTON,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DES"WIND LOADS BY MULTIPLYING THEM 13Y 0.E IN ORDER TO COMPARE THESE W/MAX.(AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVER STRESSED.A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS UM USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER.A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS N WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA N.V.ACCORDION SHUTTER SYSTLIA'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD IAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPE SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICAL.WINDOW BLADE&WINDOW DETAIL -HV BLADE 0 10214.01-03.}0715.01-03,11004.01-05, 1121441-05,10317.02-06,If 0609.01-10 AND 10210.01-11 AS PER TAS-201,TAS-202 AND TILS-203 PROTOCOLS AND ASTM E-1886 AREA 2: HV BLADE(D AND I'(1/ W(NDOW BLADE AND E-t99B STANDARDS(MISSLLE LEVEL 0,WIND ZONES 1.2&3)& 17220.01-10 AS PER TAS 2D1,203&203 PROTOCOLS LARGE MISSILE. (WHERE APPLICABLE) -HV WINDOW BLADE 0/050541-08 A4 PER ASTM E-1886 AND E-1996(MISSILE LEVEL D,WINO ZONES 1,2.3)BASIC PROTECTION ONLY AND 1 0725,01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION&NOTES ON LGCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2.HV MADE(D AND HV WINDOW BLADE Q ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER RIE GENERAL UMRATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M,CONCRETE/BLOCK SHEET 7 CENTERLIATE DETAILS HV SHEET 8 3.BERTHA H.V.ACCORDION PINS(HH SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE/14x275'AND/14x1.75'RESPECTIVELY.410-Hr MINIMUM SERIES STAINLESS STEEL SCREWS WITH 135.0 tut YIELD STRENGTH AND 180 kal TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV OACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERTJATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEM HEM. ENO CONNECTION DETAILS 1-8,CONCRETE/BLOCK SHEET 10 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND J. MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 k9l AND 35.7 kei FOR MAXIMUM SPAN TABLES SHEEP It 6005-T5 ALLOY. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 5.ALL SCREWS TO Be STANLESS STEEL 304 OR 316 AM SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 W MIN,YIELD STRENGTH AND 90 kei MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 6. 13OLTS To BE ASTM A-307 GALVANIZED STEEL.OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 kei MINIMUM YIELD STREHOM ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE : 12,13,14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 INSTALLATION DETAILS S-X,WOAD SHEET 17 HV BLADE p&Qa WORKING IN UNISON: 12. 13& 15 ENO CONNECTION DETAILS 7-12&X, WOOD SHEET 18 8.THIS BERTHA HV.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 16'779.582. COMPONENTS OF THIS APPROVAL ARE COVERED.IN WHOLE OR IN PMT BY U.S.PATENT 13'458.179 ISSUED TO EASTERN METAL SUPPLY.M. AREA ');.,,W WIN�DGW BLADE Al ONLY 9. R S14ALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER 5 TO BE ATTACHED TO INSURE PROPER MCHOAAGE.CONTRACTOR TO SEM/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WNO;PAN^ITAUSLCN. TYPICAL SHUTTER ELEVATION SHEET.19 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING HATE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL FIV AND HD AREA 4: W WINDOW BLADE(D QN CENTERMATES AND ENGAGE OR LOCK ALL LN AND HO LOCKS.. 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED Ali A RFMILY NSI'BLE LAN-SHUTTER-JN-ACCOROANCESNRi-SE"0H-170"l- n: Or" 0RtDA-BUIONG-COCE:'OP HEEII-20-SECTION 1709.9.2 OF RIE FLORIDA BUILDING CODE. 12.BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZodMG REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13. (0) THIS P.E.D.PREPARED BY TNS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR•A SITE SPECIFIC PROJECT:I.e.WHERE THE SITE CONDITIONS OE 7E FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE•FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT.BASED ON THIS P.E.O.,PROVIDED HE/SHE DOES NOI DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTORS RESPORMILm. OBTAIN PERMITS IN THE STATE OF FLORIDA . (c) THIS P.E.O.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS (d}SITE SPECIFIC PROJECTS SWILL BE PREPARED BY A FLORNM REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL DE ESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING ASA DELEGATED ENGINEER TO ME P.E.D.ENGINEER STALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)OFftNA.P.E.D.SHALL BEM THE DATE AND OR61MAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. AAN+N/ifj,,�� FLORIDA BUILDING CODE Hon High Velocity Hurricane Zone f�'•= 02017 TILTECO,INC. X2017 EASTERN METAL SUPPLY, INC. 1 v � ._ LIQ' •t,'fp ✓ B R TT�HA 1°I TLA ECO Q� SKV. BtAxAccordion iw anobvrsm Ir % Rw ww RAE /*f 1LLhLT TESTING & ENGINEERING COMPANY AmeriGon ShUFter Systems ,N OCSCAptLON DATE 6RRW»BY: LQ T CC V Y� Gus ILx.San Sc,sea 305.vw&4"CAROM,FXORVA 3118 ABaooloitOn, IDD. 1 OLD Ts-e85 7/27 T MTE 07/27/17 Phare:(305)871-1530.Fox:(105)671-4531 4268 IHes`trgads Drive 2 DRAWING No ,(� •. �.�14ti 4 0:11111-000- West Palm Beach, FL 33407 3 17-1107 .] _ 4 �sS�©NA4� TRH1L ''WALTCR A.n -',.P.E. 5 SHEET ROROA Lk.T 44167 F.E.SrAtfSIWAYURE/DATE 4 1 OF 20 y -3'.'OR WOax IhAK�A N VARIES —19 �' ' •ei+ '� o.Mo.. 1. • 1 a 3 1 1.969'4.385 ♦ " 371' 43� T ' . 3 tjY UNIVENSAL FLWER az • �4Ut80- STARTER W/ ALI IED OR USE OVERED UNDER US PATENT 5458179 HV BUD£ QUALIFIED FO E W/ t(Y BLAOEt {�HY DIRECT t -TS AL l NO TEMPER QUAUFIEO FOR U��i—�,,E WrkV 6063-T6 AHOY AND TEMPER BLADE(J .SEE UMI LADE @ ON SHEET 19 6063-T6 ALLOY At�7ub TEMPER 6063-T LOY AND TEMPER 2 r 095' W 57 (TYP.) S .ssa' 670•$56• 6• o2 a n 8997` I _ "� •i. ''• i 4.43s .12^ 1 S n ......................... 7)HY ADJ. ADAPT _ 0.072' QUALIFIED FOR W/ tiv {81 HV WALK—OVER TRACK 920— QUALIFIED FOR U5E W/H1! C9 HV TRENCH TRACK —T�55` 3.730 HV AN. FLdoR TRACK 6 - Y AND TEMP Bt.ADE ft QUALIFIED FOR USE W/ NV � QUALIFIED FOR USE W/ 6063-T6 ALLOY A TEMPER BLADE Q ONLY. t'4 BY RAINGUARD 6063-T6 ALLOY AND TEMPER QUALIFIED FOR U W/ HV 63-T6 i3LADEALLOY A1 MPfR ''m vARiES f. BLADE I I' 5_-, �� VARIES 1.936' „t b063-T6 ALLOY A TEMPER MOY. 1-- r l ... 8.917' 1 vrI oa3' oar ow �z, os3' � .12 1 �' I T!- _.100 Q� ai .060 '^ O• .31 '„�,7, 670 •V • i ''moi ' !!! 6O• ___'_ _ :QUO . _ � °If � �1� ♦ 670'1 7.6.__._86'_j 0- 670 3.529 _� } 70 . HV HEADER/SILL �3; ND CED ING HEADER SILL x=-%,1 29, ,11 i HY COLING HEADER Q D FUR USE W i ONLY 6eLIFIED FOR USE W/ HV BUDEC_.ONLY, TEMPER QUALIFIED FOR USE W/ FIV HIADE(t� (C4)NO WALL HEADER/SiLt. SEE SECTIONS FOR VAUDITT((`"''' SEE SECTIONS FOR VALIDITY. QUALIFIED FO USE W/ FIV 8063-T6 ALLOY AND TEMPER 6063 T6 ALLOY AND TEM ER AUC) NL-Y. 6 b COMPONENT A e T1 T2, X Y t MN X MN MN t Y { - yi 2' 2• 0.125• 2' S'MAX.: 1/a` i 1/a' I 3• 3• i Rte+ • ,19 i 2' S•MAX. 0.192'10.192" 'L x ; :16 SIDE ANGLES �0 COR ER POSTS `� ALUMINUM ANGLES !9 2.5" T MAX0.190`.0.190" Q AUFIED FOR USE W/ HV 1 ; ALIFI£D FOR USE W/ HV BLADE,�) QUALIFIED F0,k USE W/ HV —i — 1 • BLADE CI 6063-T6 ALLOY AND TEMPER • BLADE T ONLY. i 2 5'MAX.io.139-10.131' 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPERFLORIDA BUILDING CODE{Non Nigh VelocityHurricane Z ne' !!!!lies tT 02017 EWERN METAL SUPPLY, INC. aeon TnTEco.INC.INc. e, FIT�A`�_��-_C_E__NS`���T_��~+•�z� BERTHA Accordion Shutter System rTl LEC ?7,m� A S A■ Hv MAXeIAD�gT w/OR w/o H.v x+wav BLADE 1 American Shutter Systems IEV.Na11ESCRIPt W GATE owYu4 art L.c. z' aF7 * • TILLIT TESTING & ENGINEERING COMPANY AssocloHon, Inc. 1_ OLD 15-os5 - 712117 a1c o7/2Jj17_ asss N.M.Tam.sa,sr+.sas,v.XC,aw sNmvas,naw.T 5374 4268•westroads Drive 2 Ph—(305)877-1330.F..I.(305)871-1531 DRAWING No C>� •+ '4 T1 a 0..tu.caaaot— West Polm Beach. Fl. 33407 3 t` to-000719 4 17-107 •`•+ ..... 1I YW.TER A TRUT 41.P.L. -_ / It rLOROA L" / ++787 5 SHEET 1 P.£:^3F8ttPr+ EATE a 2 OF 20 4.680'2,293' F1Ai M1 ' t/'-100 t SQNVEI 1• 76.745' S.S.v.b.- =,— CPANRO "R+FfME4� !^dE CASE �, + I �„y ,y is TVP.) a '—•7j �m,;� fi"�"tuao PI2 m E "R7 g 9r ! j ! al . �{ CRESSRHM TVRN s .OSY $p o ! -w n r-3325" ��=6 .318 T4• L _ •.• ' ..txuss cYtAwul ..flaL45 CYLINDER AA7 P KEYS (OR04a (CHRCVE-LATCO) 21 HV CENTERMATE ,� @s. 3 s i- Y=1 W( LOCK iHV EGRESS LO QUALIFIED FOR USE W/ W BLADE& 1LB LY F�1FLOATING b • 9.023` :•e-?S•: QUAUFIED FOR SE W/ HV QUAUFIED OR USE IN HV 6063-T6 ALLOY AND TEMPER QUAA-LCTTFFIED FOR USE W/ HV BLADE ) & A ONLY 6063-T6 ALLOY AND 7EMPf BLADE% & +�ONLY. BLADE t & @ ON T QUALIFIED FOR USE W/ HV BLADECI I ONLY 250'D.C. 510;_ + 2 PLASTIC NERD 7` 6063-T6 ALLOY AND TEMPER -W/- ie' 1.7 &22' +„",_WLOED TO ^ N 1 � t' 1.045' -�2' gg",�11 •o-TJ i t 1;360'AFTER RIVETING } 1 'n,a " 'i lv om, O6• �i t 1/4"0_-20 X 3/4" BEFORE RIMING S.S. 1HUMBSCREW J/4"0=20.RlVNUT= am { 1 1 »T��), w; 4SER.ES 4144 N.WANUM(2024-T3 ALLOY)LARGE FLARCE THC! CHERRYI ].]SO i ! tJsO• '�� CHERRY DTDTORN.P*SMPENY,NEW JERSEY 0703PAW 1 0620.AS 0 ORAEOWL. SHEETPUN FRONT°�'"T0!' ^ 1iY MALE »T LQ, ABATE :2 LOCKS$ FOR "T" LOGK CENTERMAT� 4UAUFIED FOR USE W/ HV BLADE 1 ONLY 2� HY i�MALE "T" LOCK GENTE$MATE NY �" LOC NY ALFOR SEF LOCK 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ F(V BtADE()�ONLY QUA1.IklED FOR USE QUALIFIEDEOR 10 QNLYIv/ Hv QUALIFIED FOR USE W/ HV BLAOE�;IONLY 6063-T6 ALLOY AND TEMPER W/HV BLADE.1 ONLY. 6063-•T6 ALLOY AND TEMPER TAR 1--"- c o t{!— 0 TWASTURN .063' v� " ^UNDEROR Ab3 .214' -y �t .Ob2` LR �`'-,._ ^��'.S• ��_._ ^7� "�"t L.� �/S' Nat. n • - .tO b.� �o01-ri • T 525'Nor. 731 d'to w o 6 *v, UAtl063 FOR SE W/ HV-T6ALLOY ANO VPLADEt & A. QUAUFIED FOR USE W/ HV BLADE y& HD CENTERMATE'S INSERT VAAtES,i2'vIN. 6063-T6 ALLOY AND TEMPER +QUALIFIED FOR 8lADF t,&IIS1/4'/-20 S.S.CR 3/6'+-i6 1. 6063D i ERT1tUv8TUAN -Kft/2' CYVUDER (SEE OETAES DO OR KEY tIS' • CYltNOER LOCKING ROD L� K 't ..7 375`0 ij1-o C% QUALIFIED FOR USE W/ HV BLADE•,i 1,,4 •3 ^,. at RECENT HARDWARE MORTISE LOCKS SEALS 2333 NOOK ECLT LOCK. 6063-T6 ALLOY AND TEMPER • LV 3,�8"171^'18 ACETAL ' QUALIFIED FOR USE W/ HV WOE•,3& SR © 1,5,04STALLATiON WILL REQUIRE 16" tICLE TRUM85CREWS QUAUFIED FOR USE W/ BLADE•` DRILLED AT TRACKS FOR PR EMBEDMENT QUAUFIED FOR A Hv BLADE FLORIDA BUILDING CODE(Non High Yelocit Hurricane Zone' Lllsdy.... ry• T/)i o TR.rEfA,WC. �„/ tD2017 EASTERN METAL SUPPLY.INC. P �`t A HYTu LL A S S A Accordion Shutter System y TL E C O N 4.� . ■ . . H.Y. BLADE ) Wj OR W/O HV.YAt110A►RAM }r 4� /• T American St u"er Systems p.H • OESCRIPTON DATE OAAY04 By. L.O. _ r* T)LL1T TESTING & ENGINEERING COMPANY Association. Inc. i OLD 15.085 7/27 DATE: 07/27/17_ • , •'O•: STA : bass tLiY.a6tt4 St.at..30%xRONA CAROM%ROFOA 3316 426$ 1t118StrOadS Drive 2 /7 \ Pha :(305)871-1530.To.:(305)871-153L DRAWING No .:.�� (y f- 11 1 .;P.RN4wow, West POIm Reach, FL 33407 3 17-107 7,r t fl� ;•.;CQflli)4+•':,�`A 11L ED-00067%9 1 e{ _,�� Lt YluTER A Ttlt3i Jr,Y.E. --- -- �. P.E.��StA,[� RSMA R"JDA7E VLOR4%LK.1 44167 6 __.- _ _ _ SHEET OF 20 r, SHUTTER ASSEMBLY SCHEDULE FOR �� NV HV t�A 3r8° f2�=Fx' IKE 41 4 /�'� i t P 25• (�1 HV BLADE 1 4�l � IA' fe75'�c�,- :6 _ CJ ' NY wN W GLADE .0625' x-x •0625 .0625' Q HV BLADE 1A .I \ �. etfnE'S— •ry OFEN tsJs" Y HV LONG RECESSED NYLON BUSHING 39 z i ' » Much 0625 �� N � tn7,, i aos ® HV SHORT RECESSED NYLON BUSHING \ , � I I I FIAT PORTION 0 HV NYLON HAT WASHER O OR IRE T ! s s0^ rtf i e HV WHEEL CARRIAGE AISI 302-303 SERIES I ,4 4 f i 44 f%o2.a7 % 0.870"x3/16"THICK NYLON WHEEL. �%' 1 ` ��{ Nj 2 718'MN.� 1N WINDOW 0.188"0 AISI 302 SERIES S.S. RIVETS ' 3t5'0 SSET E04 .0626• 03. ' 3.7500• _ o62s HV 1 3/4' ACCOR61ON PIN W/ #8 HEAD * EXTERIOR L 3 'o OPENINGS ON C 3/RS S,F6D9"x I 1 L 41 � w.75W'YdL03 HV 2 3/4" ACCORDION PIN W/ #8 HEAD * 41 _47 � '1 CLW `NJ POLYCARBONATE IMPACT RESISTANT HV WINDOW I � I t—T + _ 6ETriEEN,TYPIAL HV WINDOW BLAO>i{� AND 3s i j 3 I I POLYCARBONATE HV WINDOW DETAIL (� (j)OR 0 T® or ((SEC NOTE FOR I I 1 *pegNATE IMPACT RESISTANT HV WINDOW iiEOU1REMENiS} (DOR i ' i' BAYER MAKROLON 3103 POLYCARBONATE i ( r f2•Lief.ci CE RESINS, UV-STABILIZED GRADE OR SABIC * L,. ___ io oLAOE RQ u INNOVATIVE PLASTIC LEXAN 103 RESIN IT i ©OR P P ( F (SEE NOTE "F'ON SHEET 19). �. ciao I i (1) HV PIN SHALL ALWAYS BE USED AT ALL EXTERIOR ` J °Im0 l ifr-11 i 1 POLYCARBONATE SOURCES FAppwal OR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D OR ° s EXTERIOR HV 0 BLADE. TYPICAL SHUTTER SE ASMBLY „Kari RO9Ut1[s ••S• , NY PIN 4(�z OR L+�ATO+tt (2) HV.PIN'� MAY BE USED IN LIEU OF (9 AND ONLY AT ExT oR -SY .snfof P: a.sror' ao.s E90.324M.'t� 8 (SEE NOTE road BLADE WHEN CORRESPONDING TO INSTALLATION "ll". SHEET 7. .048 a 0 REQUIREMENTS) t , sro Asro awe R.w p.: ewo.o-.L TYP. �\ = nFAR%STROW%C Y W r6N 0796 12.500 Pi 11.00 P.+ (3) HV PIN @ OR (a W/ 1/2" O.D. 1/16" THICK S.S. WASHERO REKUMu9aaUs ASa+of99 z 3400aP.. s+s000p..+. wa SHALL BE USED FOR DIRECT MOUNT INSTAI I ATION PER DETAIL X, e> 'I• iI nOfcxA SHEET � _ + o am ASlf1 wsa 1e"'Of. n rf-w/Pl snarE DIOatm mm rsY1f area .fax e4.s x rux *EL CARRIAGE DETAIL, 011L PAX or VIRA+c 'Sw DIMS al CLASS C-1 CUSS WIMILYw l0f91b11 ASSY Own 104C'T sea'r ASM 0155 TUC"SffiT WH MFA 6TAII.FR-NC ASN e33 9302 R4.: ee.0 P.fAA - AA i) HY BLADE SOLID & 'fAi BY WINDOW BLADE DETAILS '°I"SVM WOK WATHEM"`I ASM 3a 8451 p..L 6D60 N.T.S. rriNl/iiii�•y. f,1f1 p T FLORIDA MUM CODE Norl Nigh Velocity Hurricane Zone 1 1,JQ• ........... f/ WWI?TS.TECO.INC. X2017 EI6TERN METAL SUPPLY, INC. NA', + % I��I�� T — A Accordion Shutter System IL E C Q �Nc. ■ w ■ ,,��,.�1l H.Y. BLADE 01 W/DR w/0 H.Y.lMND04N BLADE' asr' l) TILLIT TESTING & ENGINEERING COMPANY AmerAss Shutter systems L,r.R aESC5t 011 oAu SAW. of: f c• ()'•. \� 5355 H.W.3F0,SL.sit.3o5.V%M1%CARMIS.rtrnaA 33.6fABSOClQt10R, Inc. t OLD 15-065 _ 7/27 1 6tTE: 07/27/I7 '�Apnon..(30s}e?t-1s3o.ror:(3os)s7f-lssf 4268 Westroods Drive i DRAWING No ltt 5-wt LON6719.cc r West Palm Beach, FL 33407 3 Te-00067fo 4 17-107 .r��• %VAL1Efl A,FONT SHEET P.E. SEAL/SIGNATURE/DATF noflmA lie./u167 a OF 20 L' - -- 2�. 7 i *NOTES ON HV LOCKS AND CENTCRMAIESs A If tc 0 rE''g Y N ! T U O1 • / Xat3 1. ONE HV LOCK 0 or 0 SWILL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR tr ADZ OR BF,I�OW ],[2 OF SHUTTER SPM! OR SPANS UP 70 105',ANO FOR INSTALL&TIONS-IT ANY ELEVATION.NV LOCK Z1�or¢"�1' MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTALHED•TO OR 0 - I n I I I n. I IL ft - CENtERMMES W/(2) 1/4 0-20 x 1/2'LONG FLAT HEAD S.S.M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON 1 OaOp 1 TYPICAL SHUTTE ELEVATION. 2. IF DESIRED,FOR BE17ER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV T LOCKS OR Y BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS 10 CENTERMATES �"�� OR SHALL BE AS INDICATED ON NOTE(1)ABOVE. '"' V LOCATION OF LOCKS SWILL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. gc-1rv_ i Y .3. 4 5 S OR D �+ °• 5 BUT MAY USED IF D IRED TO,ENHANCE SHUTE RN.V.tg=-LOWINGRO S' MANCE LOCKINGi RODS T0UORRtAN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION(NON HURRICANE POSITION). • 4. ONE HY LOCK B£USED AT CORNER CENTERMATES FOR ANY SPAN I AND INSTALLATIONS AT ANY ELEVATION.HVL or HALL DE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO 0 CORNER CENTFRMATE W/(2) 1/4 0-20 x 1/2'LONG FLAT HEAD S.S.M.S,TWO LOCKING RODS 1 xat-xvc AT TOP&BOTTOM SHALL 8E USED.LOCATION OF LOCK 5HALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN 4N SHEET 12. /Il7ERNATE Hv LOCK MI1Y eE USE u4 LIEv OF Hv LocK a FOR ANY SPAN ANO V g38x- a@ I S INST UL1K)NS ATT! T ANY ECLYATtON.At. NATE t4CK MAY BE USED AS AN NStOE OR OUTSIDE LOCK.ATTACHMENT x ?9a � 3i/+ OF 1/4'0-20x3/4'S,S.THUMDSCREW TO®ORCENTERMA7ES SHALL BE MADE Wj 1/4'P-20x3j4'ILEUM, �Isa RNNUT AS SHOWN ON SECBON MtE,SHEET 8.ON£LOCK SHALL B£USED AT tj2 OF SHUTTER SPAN OR TWO 1 ` J C1$ylai i c LOCKS AT,1/3 OF SHUTTER SPAN. B•MAIIDATORY CON�j(' I33 FOR KEYSTONE YOl~N LNG INSTA IADONs, ONE HV LOCK�or�'or� SHALL BE 1 I USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ADM OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP 1 + I TO BV.AND FOR INSTALLATIONS ATANY ELEVATION.HV LOCK 0 or or @ MAY BE USED AS AN INSIDE OR • i _ OUTSIDE LOCK.ATTACHED TO Q,or 0 SYMMETRICAL CENTERMATES W1(2) 1/4'-2D x 1/2'LONG FLAT HEAD S.S. SEE END _ M.S.LOCATION OF LOCK SHALL BE AS INDICATED 4N TYPICAL SHUTTER ELEVATION. USE OF LocKING RODS @ W/ CONNECTION DETAILS ON o r E x 1 3 x L Y ' p 0 A v k x t •- OR 0 TOP AND BOTTOM IS COMPLAII ETELY MDAT4RY. SHEETS TO& HEIGHT. FULL I' L OF CORNER *NQ= ON W "T" LOCKS AND CENTERMATES: ' L I --- txa,rvxTo xiorx ! SE {- ONE ALTERNATE HV'T'LOCK MAY BE NW, ED 1N LIEU OF HV LOCKS OR FOR ANY SPAN AND 'LH 0° °9f •: �rw( w p'.1�1°+ f 1ALLA71 AT ANY ELEVATION.ALT NATE LOCK((1jj1��11tt Y BE USED AS AN INSIDE OU ICE LOCK. ATTACHMENT s•� OF LOCK INCLUDES USING REINFORCUiG LOCIEK AS SHOWN ON SECTION M,SHEET 9,WHICH LUST BE 10•' 'o•�• '� +•�10A —•--S CONNECTED TD CENTERMATES 0 AND @ W/ 1/4'0-20 x 1 1/2' LONG S.S.THREADEO BOLT W/7/8'0 x 3/32' i MNGNUT OR W/ 1/4'0-20x1'S.S.M.S.INFO A 1/4'0x'5/B'RNNUT.LOCK MAY 8E tNSTPtLE0 AT,MIDSPAN OR 12' 7 '•1/'aC�•+7•*'�8 a+ - MAXIMUM ABOVE AND BELOW MiOSPAN. USE OF TWO LOCKING RODS TOP AND BOTOM IS MANDATORY. �5:•@8)-I •�8m(v•Ij7joa yi•lala —CS-0—'Lisa •�j91 "NOTES QN HO #N�'N eT3 i.j(IL.jQ(' iiD C ONE ALTERNATE HD LOCK(� MAYBE USED IN LIEU OF TYPICAL t1 L Hy BLADE SHUTTER ELEVATION 11v LOCUS OR FOR ANY SPAN AND INSTALLATIONS A7 ANY ELEVATION.ALTERNATE HD LOCK 18 MAY BE USED AS AN INSIDE OR OUTSID LOCK.ATTACHMENT OF No LOCK TO TO IS W 3 S x 3/8'F.M,S.S.M.S.,AND INCLUDES N.T.S. REINFORCEMENT INSERT U AS SHOWN ON SECTIONS HOD-HIVAND SHEET 10,LOCK MAY BE INSTALLED AT • • MIDSPAR OR 12'MAXIMUM BELOW 4R ABOVE MIDSPAN-USE OF LOCKIIO RODS j@ IS COIPLETELY OPTWNAL. on 'helocit urricone one ....... �i)'I'• 020,7 TILIECO,INC. 02017(ASTERN METAL SUPPLY,INC. A■�■ ■AT. Accordion Shutter System y H,V. BLADE O1 W/OR W/O H,Y.MIND(NT MADE • �/? *' TILLIT•TESTING & ENGINEERING COMPANY AmeHeoT1 ShuHar Systems a,N D Rdgw DATE DRAW Bre L.C. gip' �c aF r aC"is 8115 Im J6 h S4�R+.305.VAGM OVi K FLWA 331E ABaoOFgtto(Lr Inc. / OLD /5-oA5 a7/27/11 oA1t• 07/27/17 5 Phone:(305)a71-1s3o.Fo♦:(305)471-,S3I 4268 WeWbOds Drive 2 S ...........•••'�'�LL11 0-mo3:WterOeed4. West palm Beach, FL 33407 3 DRAWING Na =`s/ANAL EN�'r111 WALTCR A ILUTIJ,.P.E. 4 17-107 ♦' rLc ou Lie. .4167 5 SHEE-. P.E. Sfht J51G9�`A`URE/DATE 6 5 OF 10 ---, r--CONCRETE ANCHORS POURED CONCRETE POURED POURED (SEE SCHEDULE ON OR CONCRETE BLOCK CONCRETE CONCRETE' SHEET 13) REQUIRED 0-1/4'0-20x3/4•S.S. REQUIRED -_._ _ _ REWIRED ` - —. CONCRETE ANCHORS I CHINE SCREWS `"- C0.4CREJE ANCHORS ^" •— )7 t8 A rMTOxE(stE MWNN»SON SUEET 7) (SEE SCHEDULE ON (W/'1/A•12o •�' (SEE SCHEDULE ON SHEET 1 1 /�SHEET 13) 'NUTS a t2'O.C. 1` l --- i2 R A) A• 1/4'0-20x3 4'S. 11. EQ EQ MACHINE EWS 0--E EO U51NG t/4'-20 NUTS 1f2. a 12'O.C. E. • .250• _ --- 13 OR 15 OR n I £.O• _-`_ ix E.D.• �_'_ tv ! .250' _ 1 1 ,I-?f t �L OR .254•Nox. -t4ox. OPTIONAL L It OPTIONAL 1 1 i W A M3KN i (."�� 11 0"0 1 OR HN.1'• ' MIN.SEPARATION TO GLASS 1 ON srw Is 1 EXISTING . FXH5TWG ' 1 { --{`(SEE SCtEDULE ON SHEET t1j GfASS,,,,-i D@� _ NIH.SEPARATION TO GLASS I i GLASS -•• .-AJI EXISANO ; (SEE SCHEDULE ON SHEET I1) G"` Q_C)NV WALL HEADER INST-ALLATION HY WALL HEADER INSTALLATION 4KESTONE EXISTING H— .'—'--�_-.—^— I---- ' MW.SEPARATION TO GLASS -� . -' Loa swM w {:* (SEE SCHEDULE ON SHEET 1 t)'�- T 54lroDU .1 906 OR �i7 : MOL SEPARATION TO GLASS t ' 1 CRNA 5 �^11,CR x�0 If• d, �. � (SEE SCHEDULE ON SHEET ll)- ON t)CN Saw II raR LLLyyy �S4L&Q7yi EXISTING f OPTIONAL {rte CLASS'•-. E Q ill E.D ___ t Max. i �OPTIONAL : 1 f4'Max. I --, 13 OR 5 OR E. D.•• ;; �1 E.O.• H ,� -a o OR , Min. H - x 5.5. �, E ED-' P ILUPS TRUSS HEAD 1/4'0.20x3/4'S.S.PHILLIPS I-a""a N MACHINE SCREWS USING CONCRETE ANCHORS Y CONCRETE ANCH i )7 16 t. i f4'-20 NUTS a+2'O.0 __.. ?. 4(SEE SCHEME ON �._W/R J4'�p HUHT51 8 t B.C. (SEE SCHEDU ON SHEET 13) Lrt11.- POURED CONCRETL--' SHEET 13) POUR E CONCRETE_,. �y OR CONCRETE BLOCK OR CON BLOCK --.-_..- - --.. - CRET£ANCHORS REWIRED TIA1L RE DS I (SEE SCHEDULE ONA POURED CONCRETE-_/ SHEET 14) F HV WALL SILL INS LT•3L�ATION OR CONCRETE BLOCK WALL REWIRED U BY WALL SILL INSTALLATION "D7f-IDR COMiNATIO"aF SEE SNF,ET 4 FOR TYPICAL SHUTTER HUTTER E.O. ::OCC DISTANCE � - INSTALLATION DETAILS IN ASSEMBLY T SEE UM AT ON5 OF USE FOR 2-MOUNTING SECTIONS CAN BE COMBINED (SEE SPECHr1C47IONS ON SHEET 13) SLAGE IA ON SHEET 19 �.I1 H Y�/ BLADE IN ANY WAY 70 SUET ANY WSTALJAKNt. FLORIDA BUILDING CODE Nan 1t h Velocity Hurricane Zone ••�jCENA1. ` 02017 TILIECO.INC. 02017 EASTERN METAL ETALSUPPLLY..INC. 1,:CZ ' A.fes"�S■A. Accordion Shutter System Ku stAE X11 w/OR W/O KV.WMM A E '�. TILLIT TESTING tic ENGINEERING COMPANY American Shutter Systems ltv.No 9ESCRIPMN QAE DRAWN IY: LG ' ,c''..Cja pA•:`.� 6355"It.16m.St.Sb.395.11,9814 WOCI .1LeRNM 3316Association. Inc. i OLD 15-M f27f1 WE. 07 27/17 PM-:(3o5)en-1530-Fa.:(30)871-1531 4268 Westraods Drive 2 »•,�'L,S'/Q �N�?A�A1 _*4a wGcaooa.- West POtm Beach. FL 33407 3 DRAWING No NAL V11-000871917_107 •'+'rr.I�Iirlxl••1 WALTER A.DM.T Jr.P.E. 4 P.E. SEAL/SIGNATURE/DATE rtoRDA N.a!aaler a SHEET 6 OF 20 POURED CONCRETE ANCHORS ,MSHVIO CONCRETE ��(SEE SCHEDULE ON SHEET 13) 1 OR 4 EiOSTING r 1 UA�REQUtREO EDCE OF ; CLASS---{ - _ iSIAs IF o I 51[CT O . E O.s—• APPL)CA0,E E TINO gAbCl(Da d - + ` ("nl ' GIASSf \ �1p•J snri711) \ j49 t i 1. Ji E kANCHOR , 'r E%ISTCNG� (t LOCATCII 1 I r cuss 1 ' a10x3/4`HEX HER HEAD 1 , t T mJ 3 15 . 3%B NW TEN SCREWS o 12`D.C. 1 ' EDGE of � _ CONCRETE ARCH 8 IF 60- 7� J (SEE SCHEDULE SHEET 13) '014EO = APPLICABLE EXISTING 11 1 e ) J' ECCE OF ' , NO EDGE Or— M11' IF GLASS—: SLAB IF i i 1/2• " 1- EDGE OF APPLICABLE � � �- SWOWICH APPLICABLE e ...JJJTTT -- ' im CIASSw E.O. .Q• PUCAM POURED • POURED FLAT NERD CONCRETE ANCHORS -1 It f�BN m ON POURED C E D CRETE (SEE SCHEDULE ON SHEET 14) REWIRED REWIRED • dt s¢i tp Tu4 {i•OR OCCNCRE7E -_-' - FLAT HEAD CONCRETE ANCHORS ONES(D J.Q!7 `� REQUIRED E.D.•— .---•E.0.4 (SEE SCHEDULE ON SHEET 14) tTRENCH i�iSTA TION - 1- 0 ONLY FOR UP TO+70, -76 PSF A,S.D. !� HV FLOOR INSTALLATION t 0 HY WALK—OVER INSTALLATION DESIGN PRESSURE RATING&FOR SPANS PER C)HV CEILING INSTALLATION SCHEDULE J3,SHEET 11 _ ExrSiWG �--^--4x—a 5'0'JRtioN ' CONCRETE ANCHORS _ b OLtics :F_ -• O1 _.p {(SSCHEDULE ON7 4/4 E Rw eutOLX MCON w! -T T�tt}-` 1 EXISTING _ET j _ J AOt"M TRREA01Lrb1 EXISTING_. E%CLAWS-i un s0>�Auw sO anss GIASS—T.— _. -'•1r 174005 TMCw"�iPKR+01 VOWERSANCHORS W 1 Lf4- t CUSS J saT 14 1 150"RAW1 to 1 3/P IAN.Ommuna O! ' (�t4�u! Cr) C •'-t LP0F1'OR TTO V L7ACFR 7me 't Al MAX. 1 STAAAKI A`, 'E1°"i�sm`"�`era L"PRCAaY C, i Lux. t: 6 3 op 15 0.4 t , t. 110x3/4'HEX E.0.4 ; (M.)(SNE U.,,,HS, 3.8 �uAX. WASHER F6A0 I CONT.SFA•ART T. TAN. TEK SCREWS � r )14x3 4' HEX HEAD._ J_ TEK SCREWS 0 B'O.C. I i OR 1/4`0-20 S.S.M.S. CONCRETE ANCHORS to {p),O �3 }14x3/4'SDS 1 i `-'tySHG%il�4To IMS W/NUT 0 B`O.C. (SEE SCHEDULE ON ,t �l 0 9`O.C. i jx ___ _ Max. 1,• 111: r Ott'HEAD- O_ n SHEET 14) - •• N9N_---- ---- 1 OR 18 - 2.00'MIN. ._``4- z \ 17 18WAIT.TRIM("CMTNE EDGE OF• -_� •i.' E.O. SLty • i I i SLAB IF /-. , �. �` S 14x3/4-F.H. S.O.S. MIN. . _ y 1 -_1 7/B` APPUCAOLf---. '1 `\ _,' o$•O.C. ., + _ ROBRTO CO'CRETE / —C 1 CONCRETE ANCHORS -'SEE NOTE 13(b) - -1. '` , -REOU;KO + E.O.------ POURE0 CONCRETE-) (SEE SCHEDULE ON ON SHEET I \ SEE NOTE 13(b) ` -- -E.O.--- OR CONCRETE BLOCK SHEET IT) POURED CONCRETE-- ON SHEET 1 --"---F---••—t^ •— r---- REQUIRED OR CONCRETE BLOCK •r 9 aanOeJAL t POURED-/ �� REQUIRED M �xSTONE MOUNi1NG INSTALLATION CONCRETE �'J NV WALL FLOOR tHST LLATION ttV WALL W�K-OVER INSTALLATION SHUT°ESPN PIr-O' .454.-n Pxr REQUIRED _ UA1"01x4 SHUTTER LPN!B`-lr HV RAIN�UARD INSTALLATION f NSESE HDTE f9R COMBINAT ON OF CFCT DHL: T THIS INLTkIATIOM$HALL BE •E.0.- EDGE DISTANCE REMOVABLE WNEN PERFORMED 1- SEE SHEET 9 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS OIJ SHEET 13j ADJACENT TO AN OPERABLE ExRFEE i)id ADONS OF USE FORON SHEET ASSEMBLY OR ENTRANCE DE 1$ INSTALLATION DETAILS W,f `1 HV BLADE 2-MOUNTING SECTIONS CAN C BE ONBiNEO —•--• W ANY WAY TO SUIT ANY IN BE CO N. }EIET A A, t '"�� FLORIDA 18WILD1 CODE Non High Velocity Hurricone Zone• 44 ••11f 6 '� 02017 TRTECO,INC. - 402017 EASTERN UETAL SUPPLY,INC. T�T13ERTKA HVTM *: a.,4 11LiEC a N'� A�s��+RA� Accordion Shutter System KV. RADE#1 W/OR Wjo Ku WNDOW R" ` American Shutter Syatema .,• 4: TIL IT'TESTING & ENGINEERING COMPANY REV.H oESC5-08I OATS DRAWN t0 LC �x.1.......P.,'` 4it 441 Ons 1tW.46%.St.•St.INS.VAOWA CAROM.TLORNA 3314 A880Ci0yitOT14 Inc. T OLD i5-O&5 7 2t i DATE: o7j27jt7 ��- PAo":(305)871-1530.F.,: (305)871-1531 4268 Westmalls Drive 2 �l' \'Ti4T4 a- .4.laecoa w.com West Folr*1 Beach. FL 334D't 3 DRAWING No _ �DNAL�N6 J to-G00e71$ 4 17-107 4 +AAIIAI'��j1 WAVER A TILLR Jr,P.E. P.E. SEAL/StGNATIlREjOATE rLOf"DP'Uc.1 44167 s SHEET OF 2 POURED CONCRETE _.POURED CONCRETE POURED CONCRETE POURED CONCRETE OR OR CONCRETE _.�( OR CONCRETE _e. -..... .�---•---- CONCRETE BLOCK WALL OR CONCRETE --- - BLOCK.WALL REQUIRED BLOCK WALL REQUIRED REWIRED � ��' BLOCK WAIL REQUIRED �EXISTING CLASS t 2"+INF. EXISTING GLASS NO GLASS , CONCRETE ANCHOR ,-EXISTING GLASS 7 7(- A 18"O.C. ...G-.- S - MIN.TO J.M�_ MIN,SFPIRATION 'I• 1•_' y `+-•' MN 2'MIN. MIN.SE&RATION EQ f0 W GLASS(SFE Its fOR£BIIDEN— - i0 0-4m(SEE - PAN.SEPMAM7N ON SHEET 10 CLASS(SEE SLIEDLAE aN S1EET tjl6'x3`MAX. ON SHEET 19 rOR 1SCHEDUL£B1AOE rbNJD it FOR BIADE mAND (80b3-i6)CONT. m� ON SIEEf 19 FOR 1/2' TCN SHEET 9 F /�' _ ON SHEET 19 FOR ALUM.CLOSER BLADES(&Q� 1—j (LAEffKR SDE I.Y - wmo&o PLATE. (LOCATE 1/2'• , r BtAD£56)8 OPS) ATE R SIDE MIN --- I/2"MIN. „�—�-- OF O) � 1 .1•USE i•OR 2'MAX. ktOxlf2'SM.S ( _I --- f i um u cuP)Ar2-xI 8'.a-2• /+0x1/2'S.M.S_� _ _ m 16"O.C. _�_ MIDHMW ® 16`O.C. -' - d y_ (1)flo6 ALLOY)AT TOO& J (2 Q4 TAP S.M.S.TOO& & \ 4 (2)I/4" TAPCONS ANCHORS TO f� SEE DETAIL X FOR ryS OR WALLA 1.Of(a)(LOCATE AT d OR V VV ERHER E OF ) �y4� SIDE CONNECTION OR (�� I SEE DETAIL X FOR VOR Q' TO TRACKS SEE DETAIL SIDE CONNECTION O•'®•Q«,{®� 0-0.0-0-0.0 �« « 0 It ®«�'�l J•(9« SIDE CONN 8-0.0-0-6.0- 0 �«00-0-6 « «6• T«8 I a• TO TRACKS a Abd,• 7.+8 /0• TO TRACKS ® « „ •o« O'®«v.✓•�©•®« O.©«©.07 .®« -_o 07 .0,®.0.Q« o•o•®«®•c •0« 0.0•0«0•0.0« �+•®«®•®«o•®« �•�«©+•8�«® 0« «®• END CONNE END CONNECTION DETAIL Q END CONNECTION DETAIL O CONNECTION DETAIL d 4 REOIIIR f'it.'L1L,OR SPANS GREATER IIrAN 12'-0" r--POURED CONCRETE AL r-, GL _(\.._ EXISRNC GLASS CONCRETE BLOCK WAIL t GLASS \- REQUIRED __T-- ,+ I_____________ 10x1/2'S.M.S /\ _ uTO O.ASS� 0 16"D.C. MR.S6ARAMI 1 it --------- I _ ._�_ __ _ '(�O1L OROOR ISI FOR HIDE OMU CONCRETE 1/Y MIN. SCHON SFEET To GLASS EDULE ON�7 IV/ T _ _ v BLADES N& CONCRETE-- 00 SHEET 19 AN HOR 0�I ) 5 11 FOR BADE( ¢ ��_ ___ i�OR�OR OR@ ` ON aim 19 FOR OR ANCHOR O.C. (_•___ 1 2 MIN.. }__ ..--� _____. t _� d j- ____ _' EOL _SL$._IM N. .. _—_ (� �OR®OSt�OR 2"MIN 2"MIN FS LIN ATlONS USE FORDE rB ON SHEET 9 @ OR(3 DR T�• OR @OR� VIEW 5 DETAIL dOR (W • «®«©• Toa© to•®« +-POURED CONCRETE OR O«©'Q"BO°'t0• _. lO1Q0«©'�©•(S}« D I� CONCRETE BLOCK W.U. 100®«©•�©•�« 6 7 «6 7 REQUIRED . y©•O, «�y•O•�a • _o•o•Q� o•o'�« ` e tJow BLADE o CONCRETE OR CON RETE BLOCK WALL END CONNECTION DETAIL 5Q ®•®«k •®«® �«Fi ' ® «Q•® FLORIDA BUILDING CODE Non High Veloci!Z Hurricane Zone` 02017 iRTECQ INC- 02017$STERN METAL SUPPLY,INC. • \111+ �ril:rllN'<P''•.�'l�� BERTHA TM ~' i Lt E C O �. ,Q,■ ■ ,.A■ Accordion Shutter System KV.8(ADE#1 W/OR W/O RV.WNW 11" ;+* Amartoon StlMiter Systema EV.No oESCRIPIWY oAtc DRAWN ar t c. !" TILLIT TESTING BL ENGINEERING COMPANY % - ,J•Q 151 +]SS Kit.76M.St,A•.103.VWCNA QWVNS.nGIW.U. AssaGistiood Inc.DriI OLD 15-OBS 7 47 OATS: 07/27/t7 iL 1 1 Ph*M:(30.5)871-1530.Fos'7(305)871--1531 4268 Wesiroodfi Drive x DRAWING Na V/��A1 �1v�,++++1 6 m ca 4o00�ti9 West Palm Beach, FL 33407 4 '7—107 L �0+•I VALTER A Tltut:r.P.E �•a sr•" FtORCA Uc.3 44167 5 SHEET P.E. SEAL/SIGNATt1RE/DATE 6 10 OF 20 SCHEDULE N1 SCHEQ LE 42 SCHEDULE Y3 MAXIMUM SHUTTER SPANK` "L+" OR "L MAXIMUM SHUTTER SPAN* 'L+•' _ ytIMUM SHUTTER SPAN*"L+" — — -- — • -'� (ft.- FOR INSTALLAIONS-W/-�;BL OR 'L-" (fL}'FOR R -L-" (ft.) INSTALLATIONS �O _N LEGFUD `14QIF.S j (Lj & or ar INSTALLRIONS W/' W CpNCRETE & W/ ONE H.V. LOCK ® Or or or OEyjEgmg d� t> i tAhNSQRY W(K)Q (1) L+: MAXn4UM uLowAeLE$PAN f02 A GIVEN HD LOCK 0 W/NO LOCKING RODS or ONE HV LOCK or 1 or® WI pNE TTY LOCKS PosRIVE RS.O.DESIGN PRESSURE RAANC- 15 L-: MAIL.ALLOWABLE SPAN FOR A GMQt NEGATIVE CENTERMAi®.28®29 W/ ONE W/ NO LOCKING R0 S� OR W/ NO LOCKING WALL A. B.-C. D• E. M. N,O, P. 0. AS.O' DESIGN PRESSURE RATNNO. FQI"T"LOCK 30 W/TWO LONG (SEE NOTES t.ti) MOUNTING F. K & L R. S. &V. RODS 35 TOP & BOTTOM EE (wM3o FOR MOUNTING© (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR r�y77F� SHEET 7) FLt Oft/CEILING G, H. (, it, J T. U.W & X WALL MOUNTINGS(TOP/80110M)OR FLOOR/CEtLTNG: EIf INSTALLATIONS 0 CONCRETE&W000 E -MOUNTING k4xwm CON MMUM INSTALLATIONS UAN" CONCRETE & M CNEN A POSITIVE ASO.DESIGN PRESSURE RATING, ASD.OUX9 ASA DrumASO.on= 1HSTALtAT14N5 PPoElS WALL NDUNRNC. Fi.00R/,pNO �VK WAIL LIOWMNO BOOR/CEUNO NWH17N0 DETERMINE MAXIMUM SPAN •L+• FROM SCHEDULE. PATM 140UNi1NO IMTMM ROM _ CIMEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING. rv.•A.) O"r1 POORICELM wouNnNe teal) Ort-i n00R uOtA+ui+O DETERMINE MAXIMUM SPAN 'L-"FROM SCHEDULE. t 4 ( t- A L+ ('g l-(I) Lf (A) l-n L 1 (A) {- O MAXIMUM SHUTTER SPAN�'L+"OR 'L^•FOR 3p OR L 18'-0• i6-0' 16^0' 18'-O' 30 t6`-0' i6`-0' 30 i8'-o' 16'-q« INSTALLATIONS INTO WOW SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAR IS EOUAL TO THE 3 - 14'-i ' 35 14'-10' 14'-10" 35 t5'-2' 16`-.10' 105 pd.0.3.0.DESIGN PRESSURE RATING. HldLA11JM DEfERlANEO SPAN BETWEEN 'L.+•AND 'L 40 13'-10' t3'-10' 14'-Y 15'-2' 40 13'-10" -13'-10' 40 14'-2• 15'-2' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13-1" 13'-1' tY^4 W-3" 45 IN-I" 13•-1* 45 13'-4' 14'-3" t IN CORNER CEMERMATE#3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5" 12'-5" 12•-8' i 13'-7" 50 12'-5' IY-S" 50 12'-J'. 13,-1" MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: 55 11'-t0" tt`-t0' 12'-!' 12'-N" 55 it'-10" It'-IQ" 55 111-1" 1777 SHALL BE AS INDICATED OH..MANDATORY CONDITION 12 FOR A GIVEN POSITIVE A.S.O.DESIGN PRESSURE 60 11•-4it'-4• IV-7- 1 12'-4' 60 11'-4" 11'-4"_• 60� 1('-2' 10-11' NOTE j5.SHEET 5, RATING: 65 IW-10` 10"-t0' IV-!' 11'-ti' --•65 -- 10'-IO` t0'-f0' 65 W-V' t0•-1" DETERMINE: 70 10'-6' ,0'-6' 10'-9' 11'-5' 70 _ID•-6' f0'-8' 70 8'-9- 9-4' LI+- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2+- MAX. SPAN FOR FLOOR/CEILING MOUNTING 75 10'-I' }0'-1' 10'-4" ii'-1' 75 I0'-1` 10'-/` 75 8'-9' ttEXCEPT THAT MAXIMUM SHUTTER INSTALLATIONS. 80 9'-10' 9'-10' 10'-0• 10'-9' B0 9'-10" W-10" SPAN'L+'OR'Ir'AND MAXIMUM AS.O.DESWG FOR A GIVEN N£GATi41 ASD. DESIGN PRESSURE $5 8'-6' 9'-6' 9'-9' ,O'-5' 85 W-6' 9'-8` PRESSURE RATM FOR INS MUT1014S INTO CONCRETE RATING: OR CONCRETE BLOCK SHALT.BE UMITEO AS FOLLOWS: 90 9'-3' 9'-3' 9'-5' 10'^7' 90 9'-3' !1'-3" I- CONNECTIONS TO KEYSTONE MOUNII14G DETERMINE: L1- MAX.SPAN FOR SYAI MOUNTING MOUNTING 1pNS, 0' 95 8'-0' 8`-9'8'-9" 9'-2' 4'-10" 95 9'-0" 6'-4� LIMITED i0 +84•-72 ps.f. AND 8'-0' SPAN, SEE L2- MAX. SPAN FOR FLOOR/CEILING MOUNTING 100 8'-9• 8'-4' W-0• 9'-7• too 8'-9' 8'-4" MOUNTtHG )ON SHEET 7. INSTALLATIONS. 105 8'-7' 7'-Il- W-9' 9'-4' _105 8'-7' Y-11,. 110 8'-4' 7•-7' 8'-7' 9'-2' 110 W-4 7--7" _ FINAL MAXIMUM ALLOIABL£SPAN IS EQUAL TO THE 115 W-2' 7-3' W-4' -11" 115 8'-2' 7'-3' SEPARATION TOGLASS SCHEDULE MINIMUM BETWEEN lo', "Lt+'. 1.1-•AND "L2-' 120 8'-0• 6'-11' 8'-2' 8'-9' 120 8'-0' •6'-tl" (4)GO TO ANCHOR SC+EOULE WITH F14AL MAXIMUM 125 T-10' 6'-S• I?`-0' W-5' 125 7'-1Or W-8"_ ALLOWABLE SPAN AND NEGATIVE AS.D- DESIGN , 130 7'-8' fi-5" 7'-10' W-1' 130 7'-8' 6'-!r 'MINIMUM PRESSURE RATING TO OETERMR4E MAXIMUM ANCHOR 135 r-7• 6'-z' 7^9' 7'-9• 135' Y-7• 6•-2" WIND'ZONE' $EPIAI�ATLO PAC -s s-,1- ASTM E-1996 145 7'-3" W-9' 7'-5' 7'-3' 145 7`-3' S'-9' TO GLASS ' 150 Y-z' S'-i` Y-4' Y-o' T50 T-2' S'-Y _ 1S5 r-0" 5'-5' T-2' 6•-9' 155 T-0' S'-5" 1 THRU 3 160 6'-I1' S'-2' T-,' 8'-Y ifi0 6'-�I" 5'-2" 165 8'-10' S'-I' T-0' 6'-4' 165 6'-10• 5'-1' 170 W-9' 4`-il' 6'-1,• 8'-Y .170 6'-9'- 175 6'-7' 4`-9" 6'^9' 6'-0' 175 6'-7' V-9° �"'�V B LA D E ' TSp .6'-6-6'� 4'-8' 6'-8' S'-SO• 180 6'-6' 4'-8' 185 6"-5' 4'-6' 6'-7• `5'-8' - 185 V-5" 4'-6' _190_ 6'-4' 4'-5'- 6`-6' 5'-6' 190 6'-4' V-5" - 195 _ 6'-3" 4`-3" 6'-5' 5'-5" 195 _ W-3" 4'-3" 200 W-2 4'-2' 6'-4' S'-3• 200 6`-2' 4'-2- 205 6'-I' 4`-t" 6'-3" 5'-,• 205 FLORIDA BUILDING CODE Hon Nigh Velocity Hurricane Zone r " 02017 TILTECO,INC. X91L017 USTERN METAL SUPPLY. INC. THA H T{ M ' I L ECO.__ ,�„S, ',A, Accordion Shutter System KV. BLADE#1 Wf OR W/O H.Y.wNow BLADE ,�.� *• American Shutter Systems 1 •�;."`�,lS�j ( TILLIT TESTING'& ENGINEERING COMPANY y N.N SCAWNWOATE OMWN 9Y:MNCY.L.G. Association, Inc. t OLD 15-DAs 7/27/1 OA,E: 07/27/» 44r+t fim N.W.36th.St.,S,+.305,1WOM OA OM.FLOW 3316 Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroods Drive 2 DRAWING No ..........•''�� ;+ e-mor eats400saeam West aotm Beach. FL 33407 3 "NA F� '1t E9-000uf 4 4 17-107 -- • /1• WILIER A-RMI 44 P.E.' SHEET P.E. 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' Y 1 • ��� ji ANCHOR" SPECIFICATIONS ON ANCHOR QUIREMENTS:POURED CC+H RETE OR CONCRETE BLOCK SUBSTRATESSEWJU� ',I _ (SEE iNOUNNI9A6S£0,k N ON SHIEEI9 a&7j 1.ANCFtOtiS TO SUBSTRATE SMALL BE AS,FOLLOWS:------ POURED BLOCK _ FTKNBD OOIi(287L__ __ - (A) TO EXISTING POURED CONCRETE 06n.1•e•3 41) SPAR (g)WALL SILL MOUNTING OCEILING MOUNTING FLOOR MOUNTING - 1/4.0 TAPCON OR TAPCON WITH ADVANCED TNREADFORMI TECHNOLOGY ANCHOIM AS MANUFAOTURO BY LT-W-SULDEX.(Nin.Cc-3 raj Q - 114'0 x 3/4•ALL POINTS.SOLIO-SEF ANCHORS.AS D15IRWUTEO BY All POBITS SCRO1.BORT&SPECIALTY COMPANY.(Min.t:s 3 W) (R) S0.OE941I _ ,_AA TAPCON 1/4.0 BLUE TAP CGHCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS OBTECT.INC.(Mtn.rc+2 WN) 30140160175 9D 124 S60 2 80 40 60 76 ID 120 t60 205 3D 10. 75 90 120 t64 2A4 TAPCON W11H ARRANGED - i/4Y TAPFfR+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW.BOLT•&SPECIALTY 6 a 25 14 6 6 t4 to a a THRIADF WITH OVMCEGY CONPA2NY•�ANY TITHER APPROVED LICENSED OR AUTHORIZED VENDOR REOMERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 3'-O' 14 12 10 a e 0 8 6 to 11 /0 4 0 A 6 4 14 12 10 9 0 6 6 4 ALL POINTS SOUD-SET tWn.1'e J 96i) IE 14 12 10 9 a 0 6 e 14 12 H, 9 a 6 0 b 14 12 10 0 a a 6 5 BLUE IAP W1�A NOTES: . N 12 10 9 0 b 6 7 14 12 10 9 B B B 6 14 12 10 9 8 0 8 0 TAPPER+ Aaj MINIMUM EMBEDMENT INTO POURED CONCRETE OF-TAPCOK OR TAPCON WITH ADVANCED TMREADFORM TECHNOLOGY ANCHORS AND UPPER+ 14 12 .10 9 8 T 55 3.5 14112 10 9 a 8 8 0 It 12 t0 0 a 8 6 5 ANCHORS IS 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 11r. 4'-0-' ,_D. 14 12 ID 4 a s 8 8 14112 t0 9 a 6 8 6 14 12 10 9 8 6 5 55 - t4 12 10 0 6 a 6 4 14 12 10 F 8 8 B 4,5 14 12 10 0 A 6 4 34 A2)MINIMUM ENBEDMIENT OF 114'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8"INTO THE POURED CONCRETE.ND EMBEDMENT 14 12 to 9 B 6 6 !3 14 12 iD 9 a b 6 54 74 11 t0 9 a 8 8 44 INTO STUCCO SHALL BE PERMITTED. 1/4.0-20 S.S.MACHINE SCREW USED SMALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 12 10 9 7.5 SS 3.5 - 14 12 10 9 6 8 6 S 14 12 10 9 8 1 55 4. •sU us[FOR EXIST,AND Y MINIMUM FOR WALLS WON NO STUCCO. - li 12 f0 9 6 8 6 6 tf @ 10 9 6 a a S. 11 t2 }0 9' a -B 8 1.5 (AADE410N srAEiID _ y,�� ti 12 10 .9 e 7 t - 14 t2 t0 0 8 6.5 S 1b li 11 10 8 8b !i J.S 3 A3)W CASE R44T PRECAST STONE.PRECAST GONCAETE PANELS.PAYERS OR ANY VENEER BE FOINiO ON THE EXiSTWO WAIL OR ftOOR, 14 N2 SO 9 B 7.5 4.S - ]4 t2 14 9 6 0 6 15 ti 11 SO 9 8 0 4.5 ,75 ANCHORS SIIALI BE LONG ET1011GM To REACH THE MAIN STRUCTURE BEYOND SRO WALL FINISHES.ANCHORAGE SHALL BE AS INOWAED ON tt 12 9b 7.5 63!S - - t+ 12 10 9 a 74 54 4 14 12 10 4 8 6 4.5 34 NOTES AT)&A2)ABWE FOR INSTALLATIONS ON NTM SIDING OR EIFS WITH OR WITHOUT NETT STUDS CONSULT THIS ENGINEER.FOR 6•-0" .14 12 f0 9 .0 e e - it 12 1D 4 a 0 6 5 14, 12110 0 a 0.S 5 3.5 MOLD INTO En WITH METAL STUDS SEE SHEET 20. H 12 10 9 7.6 55 3 - N 12 10 IIA 7 33 4 7 I4 12 8 84 54 4 3 - (e) TO EIISTING CONCRETE BLOCK:(ASTM C-90) 14 12 SO g 6 6 - - 14 12 10 9 a &b S 75 14 12 10 64 B 5 4 - - 1/4.0 TAPCON 00 TAPCON WITH ADVANCED BIREADFORN TECHNOLOGY ANCHORS,AS MANUFACTURED BY LT.W.OUADEX. 14 12 a 63 55 3 - - 14 12 t0 9 a a,S 4.5 3.5 14 12 10 6 7 5 SS J - 1/4`0 x 3/4•ALL POINTS SOLID-SET ANCHORS.AS DISTRISUlE0 BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. 7•-D• 14 12 10 9 a S - 14 12 S8 9 8 T S 4 N /2 t0 4 7A b.3 4 "3 .- 1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS O:RFCT.RIC. 14 f2 t0 B 5S 4 - - 14 12 9 7.3 6 4.5 3S - 11 HITS 7 55 4.5115- - - 1/4-0 TAPPER+ANCHORS AS MANUFACTURED TTY POWERS FASEE ERS.INC--AND OM D6UIED BY ALL POINTS SCREW.SOLT&SPECIALTY 14 12 t0 aS 7 4� - 14 12 t0 a 74 SS 4 - 14 12 9 7 7.314Z = COMPANY OR ANY OTHER APPROVED LICENSED OR AInNOR11E8 VENDOR REGISTERED WITH THE AMERICVT$HUM SYSTEMS ASSOCIATION,INC. 14 It 7 55 4.3 - - 14 12 10 9 74 34 4 - 14 /2 4 7 6 43 3 - 8•-O• 14 12 10 9 8 85 - - 14 12 10 9 6 4- 4 - 14 12 10 6 6.3 5 3.5 NOTES; . 14 i2 8.5 7 5.5 3 - - 14 12 8 63 55 4 3 - 2.5 9. 6 'S 4 3 - - 8.1)M64MA EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPFER+ANCHORS IS 1 1/4'AND TAPCON 14 12 93 Z6 6 - - 14 12 9.3 6 6.5 5 - - ti 8 6 0.5 4 WITH ADVANCED THREAAFORM TECHNOLOGY ANCHORS IS 1. 3 9.5.b4 3 3.5 - - 14 12 SO 8 11.5 S - - 1 12 B 65 S 4 - 9•-O' 4 12. 10 9 a - 14 12 10 9 7.S 4.e - - 12 7 3A 4 - 9.2j MINIMUMS EMBEDMENT OF 1/4.0 x 3/4'ALL POINTS SOLD-SET ANCHORS SHAEL BE ENTIRELY ENSEDOE0 INTO THE CONCRETE BLACK.NO 4 11-517.5 8 4 - - 14 11 7 5.5 S JS - - t 6 4,513-5 - - - EMBEDMENT.INTO STUCCO SHALL BE PERMITTED.1/4'0-20 S.S.MACHINE SCREW USED SHALL 6E 1 1/r LONG MINIMUM SHOUIO STUCCO 14 12 8 8.5 4.5 - - 14 12 8.5..1 5.5 4 - - 14110.. 7 5.51 6 43 - EXIST,AND S'MINIMUM FOR WALLS WITH NO STUCCO. . 1.5 &5 1&3 4 - - - - 14 17 9 7 6 4.3 - ti 7 3414.5 3.5 i4 12 10 9 73 - - 14 !2 10 6 a.5 S - - it 12 8 6 5 4 - - B.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VO4M BE FOUND ON THE EXISTING WALL OR FLOOR. 10'-0' _ ANCHORS SHALL BE LANG ENOUGH TO REACH THE MAIN STRUCTURE BEANO SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON /4 f0.5 7 S 3.S - - 13 93 0.b .5 4 3 - - 10 T3 5 i 3 -- 14 tt 7.5 53 - - U 114 9 8 5 4 - - 25 9.$ 6 5 4 4 - NOTES 0.1)&B.2)ADM.FOR ONSTALiATIONS ON VINYL MOM OR E05 WITH OR WITHOUT METAL STUDS CONSULT THIS ENHINEER 0.5 l 5 - 14 12 6 6.5 33 4 - 13 10 83 S + J - - FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. T T'-0" 14 12 10 - - - - 14 12 9 7 6 4.5 - - 1-4 10.5 7 5.S 4.5 JL5 - jC) ANCNOIiS SNAL BE UNSfA1LFD FOLLONINC ALL OF AME gECOMMIENDATI0N5 AND SPECIFICATIONS OF INE ANCHOR'S MANUFACTURER. . ZS 9.5 S _ - 12 9 6 4.5 4 3 - - 9 7 43 3.5 3 - - - 1t 10 7 - - - S4 OMS 7 5.5 44 - - - t.5 AS SS 4.S 75 - - - {O) SEE SCHEDULE BELOW FOR EDGE 4 MICE(EMD.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. _ 9.5 7 14.51- _ - 14 114 ZS 8 5 - - - 12 9 0 4.3 1 4 - 14 12 t0 - - - - - t4 12 B 5.5 &5 - - - 1 10 6.5 5 4 - - X1.5 *4 !S - - - I _ - - MaIMUM ANCHOR SPACINGS ARE VALID FOR EDGE 0,41ANCES INDICATED BELOW.FOR E.0.LESS THAN TM NCM.ATED.REDUCE ANCHOR SPACING IS 9.5 63 5 4 - - - 0.S 6 S 1 - - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS 9 63 - - t4 43 7 SS 4.S - - - it 8.5 $3 4.513.5 - - REDUCED SPACWG OBTAINED USING FACTOR SHALL NOT BE LESS..771AN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE 13'-0' N 12 - - _ - - 14 t13 T. 'I S _ - 12 9 6 4.3 4 _ FACTOR - 105 e - - Z.'!O 73 5 4 3 - - 74 53 4 3" ACTUAL TAPCON WITHtOANCEDY TAPPER + - 25&S - - - - - - 12 9 8 15 4 - - - 9.5 7 5, 4 - - p EDGE TAPCON THRF.ADFORM ALL PCNttT SOLID SET BLUE TAP Wf CAP MIN.SPACINO a - 13 9.S 6.5 5 - _ _ _ 03 7.3 S 4 _ _ _ _ QJ.3. DICFANCE MIN.SPACING a 3• MIN.$PIIN.SPACING J 1/2' MKS.SPAGNC.3' J 3/4• 4• 14 12 - - - - 14 103 7 SS - - - - it 83 53 4.5. - _ _ E.D. 14'-0" 10 OCK TS _ _ _ _ - 9 T 4.S 3.S __ - - T S 33 „3 _ _ _ D & POURED CONORDE CONCRETE& POURED CONCRIE&FOtfSD OD(TE$WND6:S(7AOL 8 - - i} a SMS 43 - - - 9 d.5 4S - - - TICK itR E0..3 ifY '(fk HV WINDOW UK Eft-SyOONCRM E' POTyLplyOCK 1aN E0..J 1/2' E4.2 1fY - 9.5 7 44 - - - - 8�ARKI y 1.0 0.90 0.70 7.O .84 I:O..5 a s _ - - BLADE �F (j NG 2 1 2• - o.et - - as7 Io43 '3 J IN UNISON ♦t0 _ _ _ _ - 03 8 9 _ _ _ _ - &5 6 .42 _ 0.710.519 .S 4.51 y/4• - Out - - OA314 - - - - 24 9. 6 - _ - 10 7.5. 5 1 t 2• 0.35 - - - 0.35 1 - g g 1 4 14 _ _ _ FLORIDA BUIi.DiNG CODE on High Velocity urricone Zone SFAS �� A. 0201)T4TECO.HNC. ®2017 CISTERN METAL SUPPLY;INC. .. A •• ,. RHA , L�CEIti A Accordion Shutter System ` •�No /71 �_Ot �. s ■ s Ftv eu1nET w/oR w/a ttv utNr eu of - $ S 4 l„� TlLlli TESTING &'ENGINEERING COMPANY� AFnBF(CtlR ShtEtteF Sy814NM9 ly,N 01SCRIPTION DATE DRAWN W.. I.C. % � •a . 6335 NW.SOLI.Sl,41•.305,NRGNG O(305)S.1-153 3316 Assactatton, Inc. t OLD 15-005 7 27 1 DATE: 07/27/17 �_ . 4268 WNlstroods Drive' : .1.530.sox:{365)671-i53t _ DRAWING NO ?C VT+ + a-mo-C 0006000xom West Poim BNoch. FL 33407 5 'zS4t' •.........• t( V E8-DOOBTe 4 _ 17-107 WALTER A N/ 7tt44 P.E.FLFLORIDA13a,j 4:1sT 5 _ SHEET 6 P.Ep SEA6 (712 DATE �-�'- 13 OF 2 MAXIMUM /ANCHOR* Sr7ACiNQ (iD,� SCHEDULE FOR A GSVEN MAX, SHUTTER SPAN, g,S0 DESIGN N ATNF PR . tJftE RATING M A CQRh"13ING MOUNONQ TYPE FOR CONCRETE OR CONCRETE_BiOCK_1(X}5±71!AMONS (SEE MOUNTINGS I.J.K&l ON SHEEP 7) POURD POLM CQ BLOCK ANCHORS.SPACING LEGEND MAXWU i w"OYER 8 'Mo ENCH Uj RAINGUARO MOUNTING QWALL/ftwii MOUNTWC ©WALL/WAI.N OVER MOUNTING SPAH PM NEWW AaS9tA1E WN a OEM IIEGAI£I'MMRE RAtf6(Dr at o WA16E BEwa mm(q1 &amre NEOM PEI"fbwwm-• TAVCON OR . (ay TAPCON WITH ADVANCED 30 4016017519013201160 205 30 40 60 75 90 120 160 2:W 30 40 60 73 90 f20 100 1W 70 40 60 75 BO r2o 160 los THREAOFORM TECt1NOLOGY 14 12 9 a a 1 1 1T T S 5 ALL POINTS SOt1D-SET 3•-0' 14 12 IO 9 a a a a E2 M i2 i2 t2 M 9.5 7 7 7 7 7 7 7 7 7 3 5 5 S 5 5 5 5 OR EESS 14 12 10 9 8 5 6 6 12 12 12 12 03 a 6 4,5 7 7 7 7 7 T 7 &5 s 5 5 s 'y 5 5 5 BLUE TAP I4 12 10 9 8 8 6 6 12 12 12 12 12 10 l3 e 7 7 7 7 7 7 7 7 5 3 3 5 5 5 8 5 TAPPER+ 14 12 10 9 8 6 a a 12 12 12 12 1.3 a3 &6 S 7 7 l 7 7 7 3.5 4 S S 3 5 5 S 5 4 4'-0' 14 12 10 9 a 6 8 6 12 12 12 12 12 93 7 L5 7 7 7 7 7 7 7- 7 S 5 3 5 3 5 3 3 14 12 10 9 A e 6 6 12 12 12 9.5 8 6 4.6 33 7 7 7 7 7 7 BGS 3 3 -r'W- S s 5 S 3 14 12 EO 9 8 8 6 e 12 12 12 12 t0 TS SGS 4 7 7 7 7 7 7 7 53 S S 3 5 5 3 5 S 14 12 10 9 a a 6 a 12 12 72 T 9 1 6 4 7 7 7 7 7 5.3 4 3 5 S S 3 5 5 4 3 w-0' 14 12 10 9 6 s 6 a 12 12 12 12 10 7S &S 4 7 7 T 7 7 7 7 1 5 3 ? 5 5 6 5 5 ii 12 10 9 e e 6 6 12 1219.317.5 A 4.5 3.5 - 7 7 7 7 7 7 3 15 3 5 6 S 5 5 ? 4 14 12 10 9 8 B 6 6 12 12 12 9.3 a 6 4.5 - 7 7 1 7 7 7 3.5 �4 3 S 5 S S s S 4 SEE ANCHOR 14 12 10 s 8 8 a 6 12 12 11.512 73 5.5 4 3 7 7 7 7 7 4.5 3.5 - 5 5 5 5 s• 4.5 as - SPECIFICATIONS 6'-0- t4 12 to' 9 a a 6 6 12 /2 12 10 6 6 a.5 33 7 7 7 7 7 7 7 7 5 3 3- 3 S 3 s 3 ON SHEET 13 14 12 10 9 8 8 6 6 12 12 6 n 4 3 - 7 7 7 7 7 S.S 4 5 3 S 5 5 S 4 3- 14 12 10 9 8 0 6 6 12 12 10 8 83 5 75 - 7 7. 7 7 7 6 43 - 5 S 5 S S 3 43 - 14 12 10 9 8 8 6 6 12 12 10 8 &5 5 3.5 - 7 7 1 6S 53 t 5 5 S 5 3 4 1 7•-0 14 i2 tO 9 8 0 6 8 12 12 /2 83 7 3 4 3 7 7 7 7 7 7 7 6 s 5 5 5 5 5 5 5 14 12 10 9 6 6 8 6 t2 f0 63 5 <S 3 7 T 7 7 6.S 3 3 S 3 S S S S 33 3 14 12 to 9 a. a e 4 12 12 &3 7 &3 4 - - T 7 7 7 7 5 - - 3 5 5 s s 6 4 - 0 VALID ONLY FOR U° TO +70, -75 14 12 10 g a s s - u t2 &3 7 &5 4 3 - 7 7 7 53 4.5 3 - - s a s s s.a 5 - PSF A.S.D DESIGN PRESSURE N 12 10 9 a b 6 - 12. 12 03 7.5 a 4.3 J.S - 7 7 7 7 7 7 7 4- S S S 3 5 5 5 5 RATING & FOR SPANS PER 14 12 10 9 8 B 6 - 12 9 6 43 4 3 - 7 7 7 7 63 4 - - 3 5 5 S 5 4 S - SCHEDULE #3, SHEET 11 14 12 70 9 8 6 6 - 1x 11 7.5 6 5 75 - 7 7 7 1.5 6 4.5 - 5 6 5 5 5 4.5 14 12 10 8 8 a - 12 t.5 7.6 6 5 3.5 - 7 7 63 5 4 5 5 5 3 4 3 14 12 10 9_ 6 0 - - 12 12 9.5 &S SGS 4 3 - 7 7 7 7 7 T 6 3 5 5 5 5 5 5 5 5 14 12 10 9 8 8 - 03 8 5 4 3.6 - 7 7 7 6 5 13 - 5 5 5_ S 5 4 S 11 12 10 9 a a - 12 10 &S 5 4.5 - 7 7 7 6.5 33 - S S S S S 4 14 tt t8 9 8 8 - 12 O.5 7 53 43 33 - 7 7 5.5 4.5 as - 5 5 S 4.5 3.51- 30,-0'14 12 10 8 6 b' - - 12 it as 6 S 15 - 7 T 7 7 7 7'43 - S 5 5 S S 5 5 1.5 11 /2 10 -97 8 8 - 93 l 4S 3.5 1 7 1 7 SS 1.6 - 5 5 S •5 4.S I3 14 12 to 8 a 8 - 12 0 5 S f 7 7 7 6 3 S b 5 4.5 S It 12 10 9 8 0 12 s3 6 5 4 3 7 7 5 4 3 5 S S 4 a5 - - - IV-0'14 R 10 9 6 8 - - 12 10 7 5.5 45 15 - 7 7 7 7 7 7 aS - 5- 5 5 5 5 5 5 4 �\ ' `\ / 14 12 to 9 8 A - - aS 6.5 4 4 3 - - - 7 1 7 5 4 - - - S s S 6_' 4 3 ( 'i 1 H V BLADE -O-NL, /4 12 10 9 6 a - It 8 3.5 4 - 7 7 7 &S 4.6 - 3 5 S s 4.5 - i1:fLJ 1 1 14 12' 10 9 0 _ _ - 1.6&5 53 4.5 a5 - T T 4.5 15 - 5 5 4. 3.5 3 12'-0' 11 12't0 9 a •' - - 12 9.5 65 5 4 3 - 7 7 7 7 7 6 3 - S a{' - - 14 12 10_ 9 - - " 44 3.5 - S 5 5 43 4 3 14 1I 10 9 8 - 10 7.5 a { 7 7 6 S S 5 5 5 4 14 1I t0 8 8 - 0.5 a 3 4 as - 7 5.5 4.5 3.5 - S S 43 33 ] i3�-0'14 12 10 4 8 - - 73 a3 b 43 SS J - - 7 l 7 T T 4.5 - 5 S S 5 5 S 43 J.5 14 12 10 4 6 T 65 3.5 3 7 T S 4 3 - 5 9 5 4 1 - - 14 12 10 9 8 9 7 4.5 75 - 7 7 S3 43 - 5 S 3 4.5 4 14 fi to 9 - - - 10 7.5 8 4 3 - - 7 6 4 3 - - _ 5 5 4 J - - - 14•-0'14 12 t0 9 - - - 0.5 a 5.5 4 3.5 - - 7 7 7 7 7 4 - S 3 3 S 5 5 4 1 I4 12 10 3 3 4 t4 iito -9 - &s &s 4 - - - 7 7 3' 4 - - - 5 5 S 4 14 12 10 - - 9 7 43 33 3 7 33 33 - S S 33 3 14 12 10 - - - f0 L5 5 4 3 - 7 7 7 7 7 4.5 - - 5 S S 6 S S 4 3 -ii-i.5 37 7 43 3 3 S 4.3 14 12 t0 - - - - - 8 6 4 - - - 7 7 S 5 S- S 4 - - - 14 /2 10 - - 6.S S. 4 a6 - 7 53 15 - _ 5 5 15 - 0'i4 12 10 - - - - - s3 7 43 a5 3 - „ - 7 T T 7 6 3 - - S S S S S 4.5 15k- 14 i{ 12 10 - 8 4.5 3 7 e3 4 S S 4 a i210 - - - - - 7.5 5.5 7s - - - - - 7 7 = - - - S s 4.5 - FLORIDA BUILDING CODE(Hon High Velocity Nurricone Zone fit 1,............ 02017 TASTERN METAL SUPPLY,INC. '� 02017 Mum,OIC. BE�E� ` ��'11GENS R,HA Hv I�I LTE C O jN�. SIA Accordion Shutter System A H,v 6tApE yt w/DR w/o tLv NUODw BLADE 1 % Americon Shutter Systems KV.N OtSCR1P11011 DATE D.VAWN 6r. LC. -- -��// TILLIT TESTING & ENGINEERING COMPANY an4 u9oo+S Hasa 33101Association, Inc i OLD Is-Gas 7/27 1 oAIE:-07/27/17 63S5 NA Ian,.s.,sw.ws.lul --�3�,5 Phone:(36s)871•-i$3o.ro4:(305)1171-Is3t 4268 Westroods Drive 2 DRAWING No � �14 11 4-m09:t;a44a09N.com West Paim Eieoct,, FL 33407 3 *-7 1 t1-t �n^`�QNAt EN�'� Eli EG-0006719 4 4 1/ /V G 111 wrt0*1 A Lia.1 Jr.67P. SHEET 11S.E.`S b£f31CNAYURE/DATE FtOA 01 tc.j 4x167 6 6 14 OF 20 •GErEEERAE t)EtlFATN)NSAHD cDNDmaNs SAF USE EM BERTHA AQ0ORDlOH$ MRKING IN 1.1LE%.A.S.D.DESIGN PRESSURE RAN 4`:+110.- 110 P.a.N. 2.SEAM.SHUTTER SPAN:95• s.ALLOWED MOUNTINGS:A.o.G&R ON SHMTS B. 7.AS WELL AS MOUNTINGS a.o,T,U&W ON SHEETS 16&n. OANNL�Y CENT EEN E MIGOO I W/ 4 IA��N GSE OF OPAMIC BUST BE INCLUDED ONLY AT aIMMOR ACCESS SIDE OF 16 r. END • ♦ • • ' • r♦ S.(A)W WINDOW BLADE I9J SMALL ONLY ALLOY A MAMM M OF 5 OPEM5NGS TVP.fA (St HOLES)FOR©PER BIJDE AT SPACINGS SHOWN ON SHEET t. CD ) MA7t.5 YANOGI' a • ♦ • OF ANY 3CCR�1 tai BBDnOM EDGE Of TN WINDOW MADE{j!� ALLOWEDAT vi r♦ VANDOW BLADUTVE 0 ♦ (C)nRST OR BLADE COMING OUT TROM STARTERS AT ENDS MAY BE HV WINOO'N 87ADE� r r a ,s„ • • ♦ ♦ (0)NV WINDOW BLADE(9 MUST BE USED ALTERNATE TO A SOLID UN SMEQ THROUGHOUT SHUTTER'S WIDTH. • • • ♦ _ ♦ r (tIl CE 1 R AT EITHER SN1E OF MALLEO t1UACEtiT:O A SOLID Hv � ggx t• - ) f� (F)POLICARBONATE hY WINDOW®SMALL BE INALED SD T!y�TABS FAZE SEE END THE INT MOR OF THE OPERNG G PRO ECTEO.NY WINDOW L+i7 MtUST BE CONNECTION __ / ♦ • • • tiff 4 ONLY INSTALLED AND LOCKED USING A NY SLTRNG TOOL PROVO BY ASSA OErAAS ON SHEETS INC. 10&1804p.--/ FULL HEI GHT. ` #bNt 6.SFE ANCHOR SPACNG SCHEDULE FOR 1NSTALLATONS INTO WOOD FRAME l aQ BUILDINGS ON SHEET 15.AS LIMITED Of SPAN ANO DESIGN LOAD(SEE NOTES T P IP d4 r I &2 ABOVE)• C,j�n 7.SFE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12&13 AS UNITED BY SPAN AND DESIGN LOAD(SEE NOTES 1&2 ALNOVE). 8.HCAMUM SEPARATION TO GLASS SCNEOME,PER ASTM F-1996: (rte. (SEE PLAN FOR REOUiREMENTS) (TypSE IOP&BOTTOM WIND ZONE LAM SEPMATAYN i0 G1A55 ••NUUATED WIBT+------ MN.SkDARI3tON TO WU$ �"-•�- .- ---�- E%•SUNG CUSS SEE SChTDUIC ON SHEET it FOR BIAGI 111:1s _6.25' . AND ON MS SHEET FCR HADESQ& 1------- '- == ------'-- ---------• --- RfEVERI IL4u,U TYp, SYNM ENIERMATES 21 ';3' .> PL y``L W/o (SE NOTE 1 ABOVE) AN TYEICALin HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE t'A SHUTTER* FIFFFT+rA ♦r'^ FLORIDA BUILDING CODE{Non High Velocity Hurricane Zone' .............. v� .02017 Tatcco.INC. 02017 EASTERN METAL SUPPLY, INC. ., HA HVTM F17L7E7C70 A. �J.�►. Accordion Shutter System KV. a"#1 W/DR WO KV.VAN=MADE • " /Q TILUT TESTING & ENGINEERING COMPANY American Shutter Systems EV.N DESCRIfME DATE DROWN W. L.C. �•'• !C {4�• asss It..361h.sL,St.,204%VW camas,auleA ssla ADsoetoHon, Inc. - 1 OLD TS-085 7(27 1 a"" 07/27/t7 nA• � P*.one:(305)871.1530.To.:(305)871-1531 4268 WestrDeds Drive• 2 DRAWING No ta�\" a-man 01000Ooouom West Point Beach, FL 33407 s ,• EB-000671917-107 �1 �' WAUER A SILUT:,.P.E Twit"Lc --•- P.E. SEAL/SIGNATURE/DATE *'1a7 s SHEET RF' 20