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HomeMy WebLinkAboutProduct Approval GENERAL NOT S: 1.BERTHA It,Y.ACCORDEON SNt7TTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HOS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6th EDITION)OF THE FLORIDA BUILDING CODE.TNS ACCORDION SHUTTER SYSTEM SHALL NOT BE tN57ALLE0 AT NKNHi VELOCITY HURRICANE ZONES. C CONTENTS DESIGN WIND LOWS SH ALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CON 1 EN 1T S BE INSTALLED WITH A DIRECIIONALITY FACTOR Kd-0.85.USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM'(AS.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS I1 THRU 15. 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION.ULTIMATE DESIGN KIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED 70 k$.D.DESIGN WIND LOADS AREA 1: HV BIAD S(1)& Q BY MULTIPLYING THEM BY 0.0 IN ORDER TO COMPARE THESE W/MAX.(A.5.0)DESIGN PRESSURE RATINGS INDICATED ON SHEETS I1 THRU 1S. 19&20. GENERAL NOTES SHEET i W 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 SM USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWMR.A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS W WOOD, SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA N.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY W-44 SHEET 4 ATL REPORTS: TYPICAL.WINDOW BLADE&WINDOW DETAIL -HN BLADED 10214.01-03,10715.01-03, 11004.01-05,!1214.01-05,10317.02-06.10609.01-10 AND 1021001-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2: HV BLADE(D AND HV WINDOW MADE_A AND E-1996 STANDARDS(MISSILE LEVEL.0,WIND ZONES 1,2&3)& 11220-01-10 AS PER TAS 201.203&203 PROTOCOLS LARGE MISSILE. (WHERE APPLICAOW -HV WINDOW BLADE @ 10505.01-08 AS PER ASTM E7-1086 AND E-1996(MISSILE LEVEL D,WIND 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/BL.QCK SHEET 6 2. HV EAADE(D AND LAY WINDOW BLADE ai ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONOTIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M,CONCRETE/BLOCK SHEET 7 3.BERTHA H.Y.ACCORDION ANS(HN SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE/14x275•AND 114it.75'RESPECTIVELY.410-HIT MINIMUM SERIES CENTER14ATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 ksl YIELD STRENGTH AND 180 ksi TENSILE STRENGTH.PINS SHALL L BE COATED WITH BERTHA HP+DACROSHIELO COATING SYSTEM AS MANUFACTUREO BY APPROVED CENTERMATE ALTERNATING DETAIS HV SHEET 9 COATING APPLIGITORS.REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE NY MARKING ON THEORR HEAD. 4_ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 W AND 35.7 km FOR END CONNECTION DEVILS f-8.COMCRETEfBLOCK SHEET 10 MAXIMUM SPAN TABLES SHEET 11 6005-1`5 ALLOY. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 12 S.ALL SCREWS Ta BE STAINLESS STEEL 364 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 k1i MIN.YIELD STRENGTH AND 90 ksi MEN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE At BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 24111.3.3.4. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 14 S. BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 k6 MINIMUM YIELD STRENGTH. ANCHOR SCHEOULE- WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:IN BLADE a: 12.13.14,15 AND 20 INSTALLATION DETAJLS M-R,WOW SHEET 16 HV BLADE Gt &@ WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X.WOOD SHEET 17 ENO CONNECTION DETAILS 7-12& X. W000 SHEET IB 8.THIS BERTHA H.Y.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 16'779.582.COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S.PATENT 15.458,179 ISSUED TO EASTERN METAL SUPPLY,INC. lNDow BLADE A ONLY S.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO ENSURE PROPER ANCHORAGE.CONTRACTOR 70 SEAL/CAULK AREA 3: HV w ALL SHUTTER COMPONENT EDGES WHICH REMAIN.THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WINO/RAIN'NTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL HV AND HD A 4 HV WiNDd}(�eLADE ONLY , CENTERMATES AND ENGAGE OR LOCK ALL HV AND NO LOCKS.. 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY MS18LE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALC BE INSTALLATION DETAILS. METAL STLA WALLS SHEET 20 PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 12.BERTHA N.V.ACCORDION SPLUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE.. PERMIT IS APPLIED TO. 13. (a) THIS P.E.O.PREPARED BY TNS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FORA SITE SPECIFIC PROJECT;L..WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.O. (b)CONTRACTOR TQ BE RESPONSIBLE•FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.E.D.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO - THE CONDITIONS DETAILED OH THIS DOCUMENT.CONSTRUCTION SAFEfY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c)THIS P.E.D.YALL BE CONSIDERED 1NVM10 IF ALTERED BY ANY MEAN$" OBTAIN PERMITS IN THE STATE OF FLORIDA !d}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 - r ARESPONSISLE FOR THE PROPER USE OF THE P.E.O.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS UTTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)OFMINAL P.E.O.SNA I BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. N+FArFni��� FLORIDA BUILDING CODE(Gorr High Velocity Hurricane Zone I/HH -ire C,�,l E� ��`«,"y\'Z'1, _ @20L7 TIL7EC0,INC. 0201177 EASTERN METAL SUPPLY, INC. \\A • VJ,vENS,t"1'"� { ��li I� /■e/"w 1!i w itA iY A S 5► A Accordion Shutter System >{V. GLADE#1 w/OR W/O KV.N1NDCk!WDE American Shutter Syaiems .N OMRIP GATT oRAna ST.. La L � "U \ TILUT TESTING & ENGINEERING COMPANY j ; \ Association, Inc. 1 OLD 15-085 7/27/1 LATE., 07/27/17 \\ 6755 1r.N.361h.54.SI,.305.MftlfM OWOa4S,FLOP"3314 Phare:(305)871-1530.Fo,:(305)871-1531 4266 Westroads Drive 2 pRAWiNG No �Vttly \+ ,-�1:mlecaeoa.�ah West Palm Beach, FL 33407 3 LD-a�ae719 4 17-107 ss/aNA4ti rr•1 ,YALIER A.TILLI.r.P.E. . P.E. �F6t/S(1'&KYURE/DANE TLOROA Lk.1 44167 c SHEET OF 20 -3•,FOR-M.SIAMpN. YARf S 1.9 b 4 oy `� B,6• O O,MOM. YI I• i 4.857• I 4.999' _._! —' 5�HY 80'�j 8{Z STARTER HV SOLID BV,UNIVERSAL FLOATER + QUALIFIED FOR USE W/ _ COVERED UNDER US PATENT It 8179 QUAttF7E0 FOR USE Wj HV BLADE 10, 0HY DlREGT M0�lNT HV BLADEv1 ft Al • TS ALLOY AND.TEMPER QUALIFIED FOR g Wl_ 6063^Tb ALLOY AND TEMPER -SEE U TIONS OF U LADE®ON SHEET 19BLADE I a7 6063-76 ALLOPER Y A ,174' I— LLOY AND TEMPER 26" `' o > Des i r :. 67 I (TYP- .94P • 670' .226` - _ 72 842- 7 12• g x.¢47• _ i . `=i7 t • g �7• 1 8 • 02• i . r I j i Y F 4.436• .. .12• .......................... ...4.920 •- o.on 6 0. QUALIFIED FOR USE V (81HY WALK—OVER TRACK t1 T B QUALIFIED FOR U_$E W/HV C4HY. TRENCH TRACK -7.-ass' ,,7�• 6 Y�{�J. F.L L1. - ALLOY AND TEMPER BLADE 0'J QUALIFIED FOR USE Yt/ HV � UALIFIED FOR USE HV 6063-T6 ALLOY A TEMPER BLADE 0 ONLY. 6 -V RAINGUARD 6063-T6 ALLOY A D TEMPER ^i VARIES 6063-176 ALLOY AND TEMPER —QUALIFIED BLADE UIE W/ HV VARIES 1.936" 6063-T6 ALLOY AND TEMPER Mo.. �. i I ....1 1.917" L-- °�' 093• J 083" oa3• _ .100'` ;_ .060' +' rf'is ' 670 ,`}o,.a v Z937 . a "�pl• �t Sgt' 1A i• •- 1A "\ +o. 6701 1—.6866* �. 670 • + ! 3.529•__ V; HY HEADERISILL ; HD CE1L1j�G HEADER SILL — X529 111 i HV CEILING HEADIER / r OiZAUfiEO FOR USE W/HV BLADE ONLY. QUA:1Fi£6063RT6SALLOY AH4�EF' IONLY gUAUFIED FOR USE W/ HV BLADE( ��` ISD WALL NEADERISILL. SEE SECTIONS FOR VAMP— SEE SECTIONS FOR VALIDITY. QUALIFIED FO_k USE W/ HV 0063-T6 ALLOY AND TEMPER 6063 T6 ALLOY AND TEMPER BLADE 1 ONLY. 6063-T6 ALLOY AND TEMPER r - ' COMPONEtiT A 0 TI T2. X Y t HXMNYMNt 2' 2• 0.525' 17 2' 5'MAX.t.1/8" Ilei ai 3' 3` 10.090• ,`i�8 ' 2' 5•MAX. 0.192-10.192" i x i .D6 SIDE ANGLES �2Q CORNER PUSTS QUALIFIED FOR USE W/ HV At UMINUM ANGLES �I9 i 2.5" T MAX.;0,=—•190' i 0.190" �iALiFiED FOR USE W/Hv BLADE Cl) QUALIFIED f0�USE WJ HV •—'E--•I — — i • BLADE C 6063-T6 ALLOY AND TEMPER o 6063T6ALLOY ONLY TEMPER ^� I 2" 5•MAX.j0.139"10.131' 6063-T6 ALLOY AND TEMPER nrsrii� FLORIDA BUILDING CODE(Ron Nigh VelocityHurricane Z ne' -01 %, (92017 EASTERN METAL SUPPLY, INC. 11L � +,TV2,M 020t7 In.TECO.INC. BERTHA { \\\ l v..Ci '�Js.•C'. V� �� TM i L E C O L N� ,A■S■&A Accordion Shutter System KK HAM{fit W/OR W/O H.V.WINDOW GLAM y American Shutter Systems !'Af�,� t••I} TILUT TESTING & ENGINEERING COMPANY Inc. Ev 6E615-OB1 DATE DATE: 0 L.O. _ i Asacdation, c 1 OLD 1s-Das T s7/1 DATE: 07/27/17 y 6355 N,W.]6th.bt.,51..306.YJICNA OMOENS.ROP-0A 331E O �OP \' PTw :(_057871-156o.rb.:(3057871-1531 4266 tYestropds Drive 2 DRAWING No b n t:tln.00eoasbn West Poim Beoch, FI. 33407 3 t. V ••//'ry\'••..•••-•'•E��� 115 Y//S.IER.1.o7M1UT1Jr.PA. 1 17-107 TLOROA(i0./44167 5 SHEET P.e:'�n�j�4aT�e/oArE • h - 2.2 ' 7 7 HUD IHK,"D ' c MVEL t�� .745' u -•• F o TNPfwCD pECJT1 (2 TYP- 841I[Q PANRO t- -oT-- �t � -—� rrousE:c awEL n a S --r � • �� 1 m � to; Reno PARTED '"� eaEss iL1RN p _ MNOB. .062• rN y 7.32' Ali '{4•R4 « t1RA5 )L1((CHAOUUNM `(¢RaEniA�TED) PLATED 21 HY CENTERMATE ms• � 7.2s I- .E �jjy LACK � HY EGRM5 L:�f QUALIFIED FOR USE Wj HV BLAOEC�& ONLY HV FLOATING a 6063-T6 ALLOY AND TEMPER "92, U IED FOR USE W/ HV BLADE 1 & A ONLY a J.�23• — ?�',; QUALIFIED FOR S£W/ 14V QUALIFIED OR USE6061-T6 ALLOY AND TEMPER 2 HV CORNFR CE� BIAQE tit/& ONLY. BLADE ) & ' Q4ALIF)ED FOR USE W/ HV BLADE i I ONLY 250'o.D. 2.074 6063-76 ALLOY AND TEMPER PtASIK. 1.7 22" 4. - J21' MOLDED TO l I 045"t r2.07qI 3' -• `, t 360'CA AFTER RIVETING ID K ems•.06• 1 tl4"�-2p x 3/4" BEFORE RNETING ��� pI i S.S. THUMBSCREW 1/4"0-20 RIVNUT* *SERIES 9444 ALUMNUM(2024-73 ALLOY)URGE FLANGE TNM m ; SNEEI NUISERT.PART P C820.AS MNAIFACIUREO BY AVDEL I 3,750 I 1 2.750 _ CHERRY TWORN,PARMPPERY,NEW JERSEY 07034 OR EQUAL. --PLAN'— FRONT EIEVAIION L{V MALE "T" LOCK CENT ..566 27 COCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE t ONLY 2� H FEMALE "T"S,� CENTERMATE HV "T" LOCK HV ALTERNATIVE LACK QUALIFIED FOR USE W/HV BLADE CICNLY 6063-76 ALLOY AND TEMPERQUALIFIED FOR USE QUALIFIED FOR USE %. HV QUALIFIED FOR USE W/ RV BLADE(I)ONLY Yr HV BLADE CI ONLY. BLADE 1))ONLY. 6063-TS ALLOY AND TEMPER 6063-T6 ALLOY AND 7EMPEIR / f 3.161 - i`- - g 1,917 .083' ..? P.�. H)ER OR .214' ,Q .063 ,G62' 82 ALY CYLNO£R n .:•�f � .214' ( --Jit . • •7 �• � ToI 0.875-M31. •40 ,p.h • 0 M • M1 .126'No.. -31% '3331 HD CENTERMATE �Lf� U o . r U QUALIFIED FOR USE A. - QUALIFIED FOR USE W/ HV BLADE 1 & 1A a 1 HD CENTERMA 6063- OY ANO TEMPER 6063-T6 ALLOY AND TEMPER �•✓ n I VARIES.12'MIN QUALIFIED W/ HV BLADE &II-A. 1/�-20 SSS OOR3/0'4-16 1.130' T6 ALLOY / 2N0 TEMPER 71tUueTURN ( E 9ETAL5 CYLINDER +{ 111 OQ OR KEY f5' ut CYLINDER N 1.78'Lfo:, LOCKING RODS ei '-J75'm 1/4-0'm (R.HD LOCK 4 -.N - QUALIFIED FOR USE W/ HV BLADE—Z6— t{1/ 3/$"�_a6 ACETAL L!j HV 1/4" 0-20 FIS) 304 Bf RECENT HARDWARE MORTISE LOCKS SEFE5 2333 HOOK LICLT LOCK- ' 6065-T6 ALLOY AND TEMPER `-� THUMBSCREWS RIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE-Cl,& CA Q $5)IidSTAttATtON WILL REQUIRE A 7ji6'• FICLE QUALIFIED FOR USE W/HV GLAD RILLED A7 TRACKS FOR PROPER EMBEOMEN QUAtiFiED FOR AA & HV BLADE Q ✓ FLORIDA BUILDING CODE(Non High Velocity Hurricane zone 14{Ij1.�„P T14;;1 ; ,� 2017 TIITEtO.INC. 02017 EASTERN METAL SUPPLY.INC, ITL P�' •^C�✓t _� --BERTHA --.._� ' OA p Accordion Shutter System I L ECO .t,N TLV. DAZE SIL W/DR W/o KV x NDW BLADE tk d' I% . American Shutter Systema EY.R OESCRIPTgY GATE DRAWN IVY. L.C.• 71r .•* TILL'IT TESTING & ENGINEERING COMPANY — • -O •, �TA . atss N.a.3aIN.St.Sfe1 ams.vu—wuhs,FLOFIDF ss•a Association, Inc. t 0L0 15-08$ _ 7/27L DATE:07/27/17 ph—:(305)971-1530.r0+:(305)971-t$31 4268 Westroods Drive 2 •. P �'ii`+� .-mal:Vits-40e.— West Palm Reach, FL 33407 s DR'II G as _ __. t8-00m67t9 HALTER A'TILUT Jt,P.E. 4 _.._._ � -. __...._- P.E �E/Q l6NA RC'�DAT` FLORIDA LIc.1 44167 5 SH 3 T OF 20 � ~ ' ' . , , ' ' SHUTTER ASSEMBLY SCHEDULE 769 HV M HV vs t1875. HV LONG RECESSED NYLON BUSHING OLAD KNUCKLE .0625 tiv SHORT RECESSED NYLON BUSHING 3 0.06 Hv NYLON HAT WASHER 0 OR (D R1.7 HV WHEEL CARRIAGE AISI 302-303 SERIES 02.0750* 0.870"x3/16'THICK NYLON WHEEL. t - ; 2 7/8-WIN HV WINDOW 0.188"0 AISI 302 SERIES S.S. RIVETS r3l I'd CLEWAMR SEPARATION 113. SETWEENI .0625' 3.7500' HV 1 3/4- ACCOR61ON PIN W/ #8 HEAD BLADE I tO625 EXTERIO IJ OPENINGS 5 3/4' - ACCORDION PIN W/ #8 HEAD 4 On CDOERS 600 W 2 3/4 RA 3 -11 1" 2 1/4 POLYCAR80NATE IMPACT RESISTANT HV WINDOW CLEAN 3.75(11 'EQUTARBONAIE HV WINDOW 'AIL L DET @_j (DOR (13 �,j �SEE NOTE FOR QUIREMENIS AT EXTERIOR BLADE KHUCKLE FOR 1 12-MIN.&EAR11 ME RESINS, UV-STABILIZED GRADE OR SA81C TO BLADE BOTT)IF INNOVATIVE PLASTIC LEXAN 103 RESIN OR (1) HV PIN 6 SHALL ALWAYS BE USED AT AL! EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HVO OR HV 0 BLAOEPOLYCARBONATE SOURCES FOR EXTERIOR (2) HV PIN MAY 13E USED IN LIEU OF (D AND ONLY AT 14v PIN(9 OR AT EXT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W1 HV(D 110324� BLADE's KAU:.. BLADE WHEN CORRESPONDING TO INSTALLATION "il". SHEET 7. .04 RCOUIRCMENTS) h&CJQ12rAL SHALL BE USED FOR DIRECT MOUNT INSTAI I ATION PER .!5A M VIVO 310.000 WASHER OZ DETAIL X, 226". scur 00" ASW Dign sea HV WINDOW BLADE DETA :.; J) HV BLADE SOLID -ILS "V`w S=n WOK M"FO4 A3TV 630 FLORIDA BUILD] CODE(Ron High Velocity Hurricane Zone: 02017 TKAECO.INC. (02017 EWERN METAL SUPPLY, INC, c. Accordion Shutter System American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY qtv.Me i DAIII DRAWN Ry. Lc. V 6355 KW.36M U.Sit.145,VIROVA CARMS.FLORVA 4316 Association, Inc. I OLD 5-045 2L/27L12 DATE- 07/27/1 07 West Palm Beach, FL 33407 3 DRAWING No WALIC1118 71 P.F. FLORIDA Lie. 4 � __'-' � ' . . . - � ' *NOTES ON BY,LOCKS AND CENTERMAlM • e c e r 'E.4"'�p7 N N a i u 4 •�� `�ia� 1 MANDATM IDWOMON ONE HV LOCK(&or SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN " OR 12`ABOVE 4R B OW 2 OF SHUTTER SPAN OR SPANS UP TO 105',AND FOR INSTAL TIONS T ANY EtkYATKIN.}SV LOCK or V MAY 8E USED AS AN INSIDE OR OUTSIDE LOCK,ATTA.CHEO'TO 1,��}OR " CENT£RMATES W/{2) 1/4"0-20 x 1/2"LONG FLAT HEAD S.S.M.S. LOCATION OF LOCK STALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2.4E OR MA;IF DESIRED.FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV 16 rA i1 LOCKS) OR�MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, CONNECTION OF LOCKS TO CENTERMATES } OR SBE AS INDICATED ON NOTE(1)ABOVE. i ! IQCA KIN HAOF LL BE SHALL BE AS IND(CAT O ON TYPICAL SHUTTER ELEVATION. ge-,ate 1 3. 1tv1f= LOCKING RODS ARE N07 REQUIRED ATAIURRICANE PDSTTlON, BUT MAY ° d BE USED IF DESIRED TO ENHANCE SHUTTER PERFO MANCE. LOCKING RODS 0 OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 1 4.)rAAn►TORY(.)DHORTON ti4:ONE NV LOCK BE USED AT CORNER CENTERMATES FOR ANY SPAN � ? f AND INSTALLATIONS AT ANY ELEVATION.1iV TUC {�2 or SI BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2"LONG FLAT HEAD S.S.M.S.TWO LOCKING RODS i I `� AT TOP&BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. Hoc-NYC i MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 3 :$r I t osggk�pp 5. DINE ALTERNATE kCr LOCK MAY 8E USE IN UEU 0f HV COCK a FOR ANY SPAN AND .� 8>f- 8g 1 INST CATIONS AT ANY ELEVATION.AL RNATE LOCK MAY BE USED AS AN DE OR OUTSIpE LOCK.ATTACHMENT `.! � � • c OF 1/4'0-20x3/4'S.S.THUMBSCREW TO Q OtiCENTERMATES SHALL BE MAGE W/ 114`0-20x3j4"ALUM. j / moo b RNNUT AS SHOWN ON SECTION HUE, SHEET B.ONE LOCK SHALL BE USEp AT 1f2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. B. MM^•TORY COYOBIOB Ll FOR KEYSTONE Gln HMa INST I ATIONS: ONE HV LOCK IS or 18*or SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 Or SHUTTER SPAN FOR SPANS UP I TO 98`.AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK @ or @ or @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHED TO 6 or 0 SYMMETRICAL CENTERMATES W/(2) 1/4"-20 x 1/2'LONG FLAT HEAD S.S. SEE END, - 1 M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION.USE OF COCKING RODS W/ OR @ TOP AND BOTTOM IS COMPLETELY MANDATORY. CONNECTION DETAILS ON D r L H I(> U P a • v SH ETS C A, a ,!!!'c ^_ *NOTES ON -HV "T" LOCKS AND CENTERMATES• 18 TTP '-- OF CORNER 1 --•— IxalvSEo xwrx-----' CENTERMATE ONE ALTERNATE HV'r"LOCK MAY BE MST LEO IN LIEU Of KV LOCKS OR FOR ANY SPAN AND ,. as u 6 •7 fa S ao.0•4131 f^ OF LOCK IN ANY ELUSING ALT NATE LOCK Y S USED AS S INSIDE OR OU SIDE LOCK.ATTACHMENT Q` �. ..J OF LOCK INCWOES USING RESNFORGIN(i LOCKE AS SHOWN ON SECTION HYO, SHEET 9,WHICH MUST 8E ip. 'aaQ.0•<a .• j o• --} CONNECTED TO CENT£RMATES AND Wf 1/4`0-20 x 1 1/2"LONG S.S.THREADED BOLT W/7/8'0 x 3/32' WNNGClUT OR W/ 1/4"0-20x1`S.S.M.S. INTO A 1/4 0."5f8"RIVNUT.LOCK MAY BE INSTALLED AT,MIDSPAN OR 12' R1,'�,,�aK�•1 ,•�$w MA%IMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS TOP AND BOtOM IS MANDATORY. • {i,-/S:•�glcntl�•t�8u�i8:•07:o,r • Igoa�9•-9:alog-Cs d+0,-@) 4` T• : ONE ALTERNATE}iD LOCK{}j MAYBE VSEO IN UEU Or TYPICAL 1? NV BLADE SHUTTER ELEVATION NY LDCYE FOR ANY SPAN AND NSTALLATION5 AT ANY ELEVATI(IN.ALTERNATE HO LOCK MAY BE USED AS AN OUT51N.T.S. INFORNSERT'LS'31, AS SHOWN ON SECTIONS HOD-HVO ANO HOGNYC,SHEET 1O LCCK MAY BE INSTALCEO AT • MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKMO RODS IS COMPLETELY OPTIONAL. r 1rEruduuu�A�' FLORIDA I - on h Wocity Hurricane onD 11 t1i�. .............•jT•+ 92017 TILTECO.INC. ®2017 EASTERN METAL SUPPLY.M. wt ', Eft" �'Q X BERTHA��•� YTtd A S A Accordion Shutter System tTE �np '! [L E C 4 !INC. ■ ■ M Liv. 6LADE�1) W/aR W/0 HV.N1NDpVY BLADE AmeNcon ShuHeT SysiemB EV.N arscawrwx DATL awAm+sY: L.c. TILLIT•TESTIHG & ENGINEERING COMPANY Association Ino. I OLD 15-aa5 )7/27/17 oATr• 07/27/17 1� 6315 u,R.361A SL.$t,.306,%W VM G•RGEHA FIMOA 331tt 4268 We*b'oods Drive 2 Phone:(305)871-1530.Fa.:(305)871-1531 DRAWING No i� y e-oral wT1•fooao:.oam West ao(m Beoch, FL 33407 3 t 07 ,•-`sSf1Y..L FIV` 1`11 WALTER A�UT1Jr.P.L. 17 �1 V/ - • f r' ALTERS Lc. T++167 5 SHEE- P.E. SEAL"jSIGWIJRE/DATE 6 5 OF 20 r--CONCRETE ANCHORS POURED CONCRETE EO POURED (SEE SCHEDULE ON OR CONCRETE BLOCK CRETE CONCRETE- SHEET 13) REQUIRED r-I/4 0-20+3 4'S.S. \ REWIRED _... CONCRETE ANCHORS 1 MACHINE SCREWS OUIiEO -_• CONCRETE ANCHORS ^-�•— v"(@ Ar,&IONE o ,,,,_(SEE SCHEDULE'ON R Wj'I/41-20 • (SEE SCHEDULE ON SHEET 13) (SEE w„IAtnrw oN SHEET>') s SHEET 13) TARS q 12'O.C. }--'�— --- T2�R( } ED EO MACHINE 1/4'0-2OSCREWS B.S. r-E EO 1 `� 1/2"— --F=-_ USING 114*-20 NUTS -' t/2' ____ )9 1 g,O_• .25 Mol. 1 1«1S OR (5 1 __ ..�1 3 Q j r r s i .E. �O• .250'Moa. E.0. F�_ ` r r Mac PT L OIONAL r i� 1`'•..OPTIONAL 1 r ,1.._� ITC SEPARKI0r L IT t5AON 4) 10 OR ` MN.SEPARATION TO GLASS ) EXISTING 1 will 141� I 1 � T E%GAS---(-'"—(SE£SCHEDULE ON SHEET it) . GtA45--i t3fp.5l0a QH MIN.SEPARATION TO GLSS -_-•, _ ,""(SEE SCHEDULE ON SHEET 11) EXISTING 1 cuss— ��EIV WALL HEADER INSTALLATION TAlION HV WALL HFAaER I iALL MON + KEYSTONE EXISTING �— ._-'.'—'— 1----.'— MIN.SEPARATION TO CLASS GRA55--� ICC styrwATXx1 i-0R r�� I t 1 EXISTING (SEE SCHEDULE ON SHEET 11)'—""-- -\J TO OASS(TLE I MIN.SEPARATION TO GLASS '•- IT f�BM muo ri(. +"-(SEE SCHEDULE ON SHEET 11) CRASS *I Srw IG f[N Ly 9AOES�h QA Qi '� EXISTING �F-OPTIONAL !{®R� CLASS 1 E( f a $ 11� OPTIONAL - '-i E.0' i 1jl/10-2.!30/� I- ILJAMAJ '{$ ORT S1 ttE --- 4 S.S. Lra 1.3 OR C5 F JLUPS TRUSS MEAD E Eo^ 1/40--2m1/4'S.S.PHILLIPS `—CONCRETE ANCHORS 17 T$ I MACHINE SCREWS USING __..__'.—....�:, `CONCRETE ANCHORS ._TRUSS HFi1b MACHINE SCREWS (SEE SCHEDULE ON SHEET L1 1'_ Ij4'-20 NUTS O r2'0.0 (SEE SCHEDULE ON W/ 1/4'-20 HUTS 0 12'O.C. Mln. - POURED CONCRETL--* SHEET t3) POURED CONCRETE—. OR CONCRETE BLOCK OR C RETE BLOCK __.--•-.•_' --- 1 -EARNED �"', - ,COttCRCTE ANCHORS REQUIRED WALL R Q (D, I ! (SEE SCHEOLRE ON FO BY WALL SHL INSTALLATION LLATION POURED CONCRETE—/ SHEET 14) OR CONCRETE CLOCK WALL REOUIRED U HV WALL SILL INSTALLATION OF I INSTALLATION DETAILS W/ 1-SEC SHEET 4 TO SNUTI 'E.D.- EDGE DISTANCE ASSEMBLY =MIl@,I1AT.11S OF USE FOAEms`'2-MOUNTING SECTIONS CAN BE COMBINED (SEE SPECInC4TIONS ON SHEET 13) HEET 19 \iJ H Y BLADE IN ANY WAY TO SUIT ANY INSTALATKIU. FLORIDA BUSING CODE Hon Rgh Velocity Hurricane Zone ',,L4•.� ;••�`V Eius• 4/�` 02017 TUECO,INC. 02017 EASTERN METAL SUPPLY,INC. ERT^�- H4 HVII A.s.&A. 11 Accordion Shutter System L ECO 1 N c. H.Y.l..,PDE#t W/OR W/O KY.W(rDarr BLADE '•r TILLIT TESTING dr ENGINEERING COMPANY American Shatter Systems CY,NJ DLSCAIPRGR DATE DRAWN Sr. L.C. �•,''•.((/ �()�Q_•�:•_.•(�4y,I�LL, 6335 x.x 3610.St.W.30%kv-WA wom noROA 3316 AD6041GtI0lTf Inc. f OLD 15-C85 /Z7/L DOTE: 0?j27/L7 .:; ••'—\`T�f'- Pk :(305)871-1530.-f..:(305)671-1531 4268 Westroods Drive 2 _A::WfllC08714.c6m Wes( Polm Beoch, FL 33407 3 O RAWi I G j o WAUC07 R A.TILLS Jr.P.E. 4 ''`• •rf,.. ROA 1.ic.144167 3 SHEET F.E. SENZ•JSlGNATUREJOATE «O 6 6 OF 20 CON'CRE'TE ANCHORS 'POURED Toa i OR • r..-._. _ -•t}-. juaxff- CONCRETE �-(SEE SCHEDULE ON SHEET 13} t s>3EU�LA�>a#ET 1 . EXISTING 1 ( 10 ECUVLED� ^�_-. EDGE QF FOR rt GLASS---( OF E 0.4- APPUCtiSLAB etE EXtS - �'ALTERNATE GT'EO''EQ-1 ANCHOR I i 1 I LOCJMeC7T /1Dx3/4'HE%WAS R HEAD1i 13 OR 1!J 3%a'(tmt TE%SCREWS O 12 .C. i i EDGn 3/ay¢ CONCREEE ANCHORS(SEE SCHEDULE ON EET 13) i. EQ APPLICABLE 6 r:.rECGE OF IF EXISTING ' i{ LDUAEB OF-'--I i e 1/2' 'I' L' E OF j IF {i+ APPLICABLEGLASS �• LE E.O. E.Q. T4.CABE POURED (- POURED FLAT SCN OUOE ON SNEEf i45 - CONCRETEJJJJJJ -_- .O� CONCRETE ( ) _ FLAT HEAD CONCRETE ANCHORS REQUIRED a19tLam ° Cl,OR ig�CON RETE -� _ E.O.• REQUIRED (SEE SCHEDULE ON SHEET 14) RE REO f.D.•--- I1 TRENCH INSTALLATION r D ONLY FOR UP TO +70, -75 PSF A.S.D. 011 HV WALK-OVER INSTALLATION TION DESIGN PRESSURE RATING &FOR SPANS PER S HY FLOOR INSTALLATION t SCHEDULE d3, SHEET T1 G HV CEI LING INSTALLATION EY17191G �5(P+AAaOfT CONCRETE ANCHORS ttJ:.S- A pwxS ['---__ --(ER SetaW1tL' tura srs aam+ _ O .. (SEE SCtIEOUA£ON� 1/4'e Inv BULM tWCOi W/. W SrE[T I Q f T m aAss. T _•-r---•. .— SHEET 15) ANNXEO THREADI'M ' `^-roa tu�6uY o t ' ExISTwG T._.-_.. -.-`r..-�-. TEtwtltOGY CR 1/re POMt6 EXISTING «'Sr¢Lf nl a E%ISTTNG-�` GLASS- 1 l75TDEA5 TAPPFR4 AK+KrS W/ un SLPMAtON m tM53 TJA)L. GLASS ` GLASS �(sQ SOxTU1L TxT 9RT 1) - 1� IDA Soywran TO I L 3/i'M"EWDTtO+T O 6' t t (sa sT>u,ar cx tt) OC.T'OR LP 70 a-0'SPtN NO e OC.tog SPANS LARGER TI+LV t t 0 1 X1/4" ! 1 iF-0'pP TO @'-D'iT,t%.AHiY t UA%. WAIAXT AT CARL FASTENER ICAO ` ,• SHEET(rep.) (FOR UMTg10N5�'R _i fY 3 t D4 )10x3/4'HE% E.b.• i ..�DAX. £( 3 OR Q • ' { WASHER HEAD CONI.SEALANT _^ . .� 1 T MRL i i TEX SCREWS t 1 3f a. 1• �6 L2'a.a /14x3 4" l4E%NERD-_ • Fa- 1 fs/e" 1 i' % 1/4'x-20.3/4'S5 u5 TEN SCREWS O 9'O.C. / 6 7 [-3! 0 x314-5.0S Mo.. f ` O ii'O.C. tans, CONCRETE ANCHORS �'Q e 9"b.C. ----- �• OR 1/4-0-20 S.S.N.S. n 1 . ' tYJ AGR 6 9'O.C. (SEE SCHEDULE ON 1/2 ♦ WALL TO (V 7SRATAT ( 514EEt 14) i - 17-18 1/2' rt 1• i 7 i 8 �? {2.00''aIH. .Alt TRat(trcORA7AE ' i t EDGE OF I.• E.D. SEL) i'1 1 SLAB IF /_. _ �_ T,�../14x3/A-F.N. S.D.S. MIN. _ POORIo to'•:QME Y ! 1 7/8"•-T--S 7fa' APPLICABLE- CONCRETE ANCHORS `�-SEE NOTE I3(b) - t''' �'.`E 9'O.C.3( '. .s -REOUJIEO - f-----E.O. - PCURED CONCRETE (SEE SCHEDULE ON ON SHEET i •\ 'SEE NOTE i b) T OR CONCRETE BLOCK SHEET T6) POURED CONCRETECK ON SHEET 1 +A'�._�. - j ••- -E.O. OR CONCRETE BLOCK REQUIRED REOU IREO (g)KEYSTONE MOUNTING INSTALLATION OPTIONAL POURED••f ��--•'_- HV WALL FLOOR INSTALLATION MY WALL WALK-OVER INSTALLATION NN s;mE°REsP a"aa Et'@`r72°'' CONCRETE REQWRED HV RAIN IAD INSTALLATION t e1� REMOVABLE WHtEN PERFORNN SMUL MEED [iDTE FOR COMBINATION OF scllaNs: • E-b.= EDGE OISTANCE ADJACENT TO AN OPERABLE ExrtF-S'L E ERt�jATIONS OF USE FOR 1- SEE SHEET 4 FOA TYPICAJ.SHUTTER (SEE SPECIFICATIONS ON SHEET 13) OR ENTRANCE ADE Q5,ON SHEET 19 INSTALLATION DETAILS W/ 1) HY BLADE - ASSEMBLY �'+"i 2 AH1°"Y MOUNTWAY ING SECTIONS ELTIONS siAE,,, .TED 11rFr Sl A. T - FLORIDA BUILDING CODE Non High Ve(oclty Hurricane Zone 4+ ............c .•'tp.� 02017 TtUECO,INC. 02017 ASTERN UETAL SUPPLY.INC. BERTHA HVTM a. """"'"" Accordion Shutter System r , Tt E 70 ,m, A�S,S.A6r ftv.MADE(ji w/DR w/o H.V.vdwoN BtdDE 'a'•���•"""� ''' American Shutter Systems RCV.x DESCRIP" OAT[ DRAWN In: L.C. • �Q:,d�j 12 TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OlD 15-065 !t t DATE: 07/27/17 _ i�t/L++ 6355 u.n.3mn.st.71.1@3,.rows:(303), 1-153IARZA 33w 4268 Westrodds Drive 2 O++A�%-Tt•'-•�.' (303)871-1330.res:(305)871-T 331 DRAWING NO tat...QW..a+r West Polm Beach, FL 33407 3i 7-107 111 Ee-0006719 , "...• �//TTI•T• WALTER A.T1UUf Jr.P.E. 5 SHEET ttOROA Lk./44167 -. P.E. SEAL/SIGNATURE/DATE 6 7 OF 20 ^ ' . ' . . � ° ' SEE FND WALL TAILS ON SHEETS 10 & 1.4 TZ—EXiS]ING GLASS INSTALLATIONS W/ HY MD ALTEWAIE W LOCK 0 ON SKEET 5. OR LL CONNECTIOH —EXISTING GLASS DETAILS ON SHEEMAQ-A-A I 00 I 0'�I6 -0 SYMMETRYCA ALLOY) U. 110636 1 1 '0 TAPCON 1/2' 1 0. :0 t OCONCREIE C! CENTER (4)110.1/2- U.S.TO TWO. LL LEOUGHT. (SEE SCHEOULE AT EACSH ANGLE.(TYP) ON SHEET 11) va OVNJ � HVA —POURED CONCRETE OR EXISTING CONCRETE BLOCK'NALL SYMMETRICAL @1\1 EXISTING CENTE�MATES IN GLASS I ­GlASl LOC ('E'E0SChEbULE IN -16 ANCHORS 0 ARIES (EXTERIOR) BVF** HVQ F6 uT 36 FLORIDA BUILDING CODE(Mon llilh Velocity Hurricane Zone',, 02017 EFSTERN METAL SUPPLY,INC. � 1ILLIT TESTING & ENGINEERING COMPANY American Shu"er Systerns V*Me "stsurTm VAIC MYR ft I.C. 535S K..361h.It,St.305.MAGMA WDOIS.nOROA 3314t Chose:(305)87---1530.fael'.(W3)871-1631 4268 Westroods Drive 2 DRAWING No '6-0: West Polm Beoch, FL 33407 3 [D-0006719 4 17-107 rLO11DI,VC.0 441167 SHEET � TME C 0m., Accordion Shutter System _ ___ _----_'_-_---'------- --r–�'---------_–''�' �------� ---- -- - — ' , ~ . • _ POURED CONCRETE _POURED CONCRETE OR CONCRETE . POURED CONCRETE OR ---•-•- ____T POURED CONCRETE _ —.� OR CONCRETE BLOCK WALL REOWED �_.._„_,,,,( OR CONCRETE i BLOCK WALL REQUIRED CONCRETE BLOCK WALL f!� BLOCK WALL REQUIRED f^ / :--- REWIRED EXISTING CLASS �<7-EXISTING GLASS , _r Y VIN. EXISTING GLASS Z CONCRETE ANCHOR-•! !-EXISTING GLASS t -/-- ^-(j • 1••-. /__ A 16-O.C. .1 .7 /� MLN.SEPAFADON 1 '„•..,..2•MIN. i TO CLASS(SEE tRt ST9ARA MIN.SEYMAMON T.W. LASSSEPARATION(EE II FOUR EVON SHEET ADE TO LLE O( i ' TO CLASS(SEE Ea EO To CLASS(SEE ON SHEET SCHMLIE ON 1/16'.3'MAX. ON SHEET I9 FCR IST F�BLADEm 11 FOR BLADE mANa {BOBS-T6)C. BLAOESQ& s@&FO 1/2 ` I�F�ETI19 F / ON SHEET 19 FOR tt7 SHEET 19 1TYi ALUM^ CLOSER BLADES lD&Q� (LOCATE AT li i3_ B m(D&IQ) PLATE, (LOCATE 1/2•• , L—__ ! Erl R SIOE`J � • Al EITHER SIDE MIN �—.1( OF O) _ I OF 4O) d•USE 5.OR 'MAX. 1/2'MIN. t y -___-- (AS APPITCAU .2-.1/8'.0'-2" 1 --- ®10.1/2-S.M.S. _I 1 ALUUV M CUP -- Y jtOx1/2'S.M.S,,_� ® 16'O.C. __�._ ! ^_�. (606}-TB Att AT MIDHE?GH( 0 16"o.C. '� 4 !, (I)jIaX1/x•s S.Top& 1 . 4 (2)1/4.0 TAPCO ANCHORS TO i WALL AT 1'O. (LOCATE AT • SEE DETAIL X FOR I OR �� EITHER SIDE 0 Q) OR �{^'� SIDE CONNECTION d OR �• _ SEE DETAIL X FOR OR lL3'� TO TRACKS «©•O«©«�'®w 5 DETAIL X F 4 1 SIDE CONNECTION DE CONNECTK3C7 C7«�•AU7�,,,8 ,�1�0ee'Q�3« w b• )w e 10 �w TO TRACKS w n 6. ) 8 10•®^' t ®«Q�f•�©•0 TO TRACKS f�P®«®• "'©•\7" LopQ «® a.0.0. o.@n®.d SLij.®w �'©w©.p.0w ©•/7. •©w©•�•®« (©�•0.©w©'(D-(®w �,�wA�I^��. 8 8.4[��«,(�, l�•(®I'��,«�'•®'^l(;'�J•�w ,('y ®,y,y'"L,7•®_/el,®« YJ'®«®•®..'V.W`1w O8•®wtt9•�«�•Y3«©• Q•'L9'«�•�a®•�w®•C7 -&e END CONNE NE END CONNECTION J9JA L[)i END.CONNECTION DETAIL Q ♦REOUIIEO ONLY FOR SP TER 1FW7 12'-0' /-POURED CONCRETE COBLOCKNCRETEWALLOR EXISTING ®- --(-EXlStING GLASS REQUIRED rr GLASS �sEPAvn>XTN j10.1/2'S.M.S _ y 7 'L._-_—_—_4ARATION �.% TO CLASS(SEE 8 I6"O.C. TO CLASS(SEE •a OR$�OR�OR SCHEDULE ON SI-ELT Q II ESR GLADE©AND CCUCRETE 1/2'MIN. 1SQ ( --- '--- ) OR Oft) OR I ON SIM 19 FOR ANCHOR O--•; ON SHEET 19 FOR 4 GLADES O&6) 12'O.C. t 5 aa£slq&FO __-- - oR� CONCRETE `. EO ANCHOR - W 16- /�--- 1/2 MIN.. -- •--� --. I 4 D.C. _AL3_-,.__ - ------ MIN. _ _ `th yOR@OR( TIOR ' --- EO SEE Lilt AFX)NS OF U5 FOR �•t v �IEW y 2'VRI. 2-MIN _�. BLADE�ON SHEET f9 (�OR 13 OR T OR t3OR g 1J�r-u--L f 5 �) OR,®� ELAN DEMIL X dOR $�' 4«®•O«©-@-0- D INSTALLATION +-POURED CONCRETE OR t�«c}•tOw e0«�•®« to•�®«©•Q •Q•®« CONCRETE BLOCK WAIL 1D«®«� �°©�« • _©O'�«©•)U �« 1 N B DE 0 V INDOW BTO REQUIRED ®.O.t�.w®•Q.�w 11.,Faw.CM'.�./a1•®w _®•�«•L�.J�P®•�« •o7 'E�J«ll®�N•®M\�J•� co c E E OR co c E at_ac L END CONNECTION DETA L Q BO•�«� ®«®'�« ' ECTION DETAIL Q «0•119 FLORIDA BUILDING CODE Kon VeIDG,t Hurricane Zane' 11 PPLY,LNC. 02017 TIL7EC0.IRC. 2017 EASTERN M7ETAL SU BERTHA HV TM *; 3 1 E c o N 1:. „$■S■A■ Accordion Shutter System * �v IAADE,pt w/DR w/o KV.wtwoYv RAW •1y d American Shutter Systems N•H D(6CRIPTIN OAIE ORAWH Ot L.C^ /Q' ,i TlLl1T TESTING & ENGINEERING COMPANY As900tatton, Inc. 1 OLD 15-M 7/27/ wIC: 07/27/17 `�?C'•,fi� .: v`l� 6Tss ktr.Thu.St.M..Das,NRaKA aRoaa.6amA*116 4268 Westroads Drive 2 _.Phone.:(TCs)871-Lsso.F11:(305)871-Isn DRAWING Na _ i LtT. a-mrii:GRcwOoo com West Palm Beach, FL 33407 s 17 7— 67 •-"rs/ANAL�^N�;;•7E1 Y/ALTER A-0006712 IUTtQr.P.E S KjNECT •'•'/fffal/•• FIORCA V..a 11167 P.E. SEAL/SIGNATURE/DATE 6 to OF 20 $CHEDULE p1 59HEDUL #2 SSSHEM&E-A MAXIMUM SHUTTER SPAN "L+- OR"L-' MAXIMUM SHUTTER SPAN* "L+' AXIMUM SHUTTER SPAN*'L+" - MrAUA 10N_J FGEND ` (ft.). FOR INSTALLATIONS W/ OR -L-- ((L) FOR OR "L-" (ft.) INSTALLATIONS CONCRETE & (1)L+:MAXIMUM ALLOWABLE SPAN FOR A GIVEN or t')jt or(� INSTALLATIONS W/ W MANSORY Y� POSITIVE A.S.D. DESIGN PRESSURE RATING. W/ ONE H.V. LOCK ® or 0 Or or & & W/ ONE HV LOCKS •-•— L_: mAX•ALLOWABLE SPAN FOR A Gn�4 NEGATIVE HD LOCK (9 W/NO LOCKING RODS or ONE HV LOCK or or® OR W/ NO LOCKING WALL A, B. C. O, E. M. N, 0, P. 0. AS.O.DESIGN PRESSURE RATING. CENTERN- 28®29 Wj ONE W/ NO LOCKI RODS ® ODS MOUNTING F, K & L R. S. &V. t©`T" LOCK 30 W/TWD LO 1gNG (SEE NOTES t.tt) (VAUO FOR MOUNTING© (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR RODS 35 t,T��OTTPFF& BOTTOM EE nn SHEET 7) FLOOR/CE0.WG G. H. 1, It. J T. U.W & X WALL MOUNTINGS(TOP/BOTTOM)OR FLOOR/CEILING: CONCRETE' RISTALLAFF LJ CONCRETE&WOOD MOUNTING CONCRETE & M CNEN A POSITIVE ASO. DESSGN PRESSURE RATING. A.% A5 pp. I AS.a tcsrx INSTALLATIONS DETERMINE MAXIMUM SPAN'L+'FROM SCHEDULE. I'I4iSDES WALL 1AD11NnNc FLOOR IIE41xG P�5 V YUiI NO RA FLOOR/otvNo I OURTINO GIVEN A NEGATIVE A5.D. DESIGN PRESSURE RATING, RA1x,a ttOtRlnNO i f>~+ylrJ) FLOOR/tttalG MOLR4ne1G (`Ce')) � DETERMINE MAXIMUM SPAN I-'fROM SCHEDULE. (P,..13 FLOOR MOUNTJ,O I.OR') -"" t, (s) t-0 t, {N L- ) MAXIMUM SHUTTER SPAS! "t+'OR "L-'FOR L INSTALLATIONS INFO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLowABLE SPAN IS EQUAL TO THE 30 OR CE LI '^0` 16'-0' 1B-O' 30 16'-0` I6•-O` 30 16'-a` - 16'-0` 105 Psi.A5.D.DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN"L+"AND"L-•. _35 '-10` 15'-2• 16'-0` 35 14'-f0_ 14'-10' 35 15'-2` 16'-10" (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 40 '^10' 14•-2' 15•^2` 40 13'-10` 13•-1040 14'-2` 15'-2' COMBINATIONS 1N BETWEEN WALL MOUNINGS 453'-1` 13'-4' 14•-3' 45 1J•-1' 13'-145 13'-4' 14'-3' 1' HV CORNER CEMERMATE Q3 MAY 8E U5E0 AT ALLW/FLOOR/CEILING MOUNTINGS: 12-3' 1J'-1MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS 50 2'-5' 12'-8" 13'-7" 50 12'-5' 12'-5" SHALL BE AS INDICATED ON MANDATORY CONDITION �2 FOR A.GNEN POSITIVE A.S.D.DESIGN PRESSURE '-111• 1 - 1 --I1• 55 11'-10' 1t'-to" 55 11'-i' 11'-11" NOTE JS.SHEET 5. RATING: 60 t'-4" 1P-7• t2'^4" 60 1V-4" ll'-4` 60 10'-2". 10'-11` DETERMINE: 6 - 1-!' - --•65 -- 10"-f0' 10'-10` 65 9'-5' 10'-1" L++= MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 70 ID'-6' 10'-6' f0'-9" 1}'-5" 70 !0•-6' to'-6` 70 8'-9' 9-4• IN+= MAX.SPAN FOR FLOOR/CEILING MOUNTING 75 - 8'-9' EXCEPT THAT IA4)QMUM SHUTTER INSTALLATIONS. 75 10'-1' }0'-1' 10'^4' 11_1• 75 -'10'-1' 10'-1` 1 fi 80 9'-t0' 4'-10` 10'-0' t0'-9" $0 9'-t0" V-10" SPAN 1+'OR 1-'AND MAXIMUM A.S.O.DESINC FOR A GNEN NEGATIVE ASD.DESIGN PRESSURE 9'-9' t0'-5• $5 9"-S" 9'-6` PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE RATING: OR CONCRETE BLOCK SHALL BE UMITED AS FOLLOWS: DETERMINE: gD 9ty 9'-3' 9'^5' /0'-1' 90 1- CONNECTIONS TO KEYSTONE MOUNTING L,-- MAX, SPAN FOR WALL MOUNTING INSTALLATIONS. 95 9'-O" -$-9' 9''•2" 9'-id' 95 9'-O' 8'-9" LIMITED TO +64,-72 P.s.f.AND 8'-0" SPAN, SEE Ls AtAX. SPAN FOR FLOORfCEIUNC MOUNTING 100 8'-9' 8'-4' 9'-0" 9'-1' too 8-9 B'-4` MOUNTING M©ON SHEET 7. INSTALLATIONS. 105 8'-7` 7'-11` 8'-9- 9•-4' 105 B'-7' 7'-11` FINAL MAXIMUM AtLORABLE SPAM IS EQUAL TO ME 110 8'-4` 7'-7" 8•-7- 9'-2' •Flo e•-4- r-7- sEPARAI-IDN TO GLASS SCHEDULE MINIMUM BETWEEN -L„'. `L2+-.'1,=AND 'lz_` 115 B'-2” T-3' B•-4' 8•-tY ITS 8'-2" T-3' 120 8'-0' 6'-1 i` B'-2' f 8'-9• 120 B'-0' 6'-11" ALLOWABL(4) GO TO ANCHOR SC-iEOULE WITH FINAL MAXIMUM 125 7'^10" 6'-9• B'-0' T-8'-S' 125 Y-10` 6'-8' - PRESSURE SPAN AND DETERMINE A5.XIO.DESIGN PRESSURE RATING TO DETERMINE MAXILIUM ANCHOR 130 T-8' 6'-5' T-ID` 8'-1` 130 7'-8' 6'-5' WiND z�NE MiNIMUM SPACING. 135 T-7" 6•-2' T^s' 7'-9` 135•.. r-7• V-2' ASTM E-1996 SEPARATION 140 7'-5- s•-1T- �•-7• 7'-6- 140 1.-5•_ s•-lr TO GLASS 145 7'-3" 5'-9• 7'-S• 7'-3• 145 7•-3" 150 7-z" 8'-7- 7'-4- T-0 ' 150 7,-2• s'-T 1 THRU 3 1„ 155 7=0" W_5" 7'-2' S'-9' 155 7'-0' V-5" - 160 6'-ti'. V-2' 7'-1• V-7• f60 6'-ti' 5'-2" ' 165 6'-10' 7-0' b'-�- 165 b'-t0' S•-Y" 17D b'-9• 4'-ti' 6•-11" V-2' 170 6'-9• 4'-li" ' 1b'-6* 4"-9' 6'-9' 6'- 175 6'-7 L T / H V BLADE T80$O . 6'-6' 4'-8' b'-8' S'-1010 b' ' 180 -6• 4•-8" 185 6'-5' 4'-6" 6`-T 5'-8' i85 6'-5` V-6- . )90 6'-4` 4'-5-. 6'-6' S'-6• 190 6'-!_ 4'-5• + •195__ 6'-3' 4'-3' V-5' S'-5195 _ 6'-3' V-3 200 6_-2 4"-2' 6'-4• 5'-J' 200 6'-2- 4'-2` los 6'-1' 4'-1' 6-3 5'-t los b'-1' 4A FLORIDA BUILDING COOS Non Nigh Velocity Hurricane Zone' �• 02017 MTECO,INC. 012017 EASTERN METAL.SUPPLY, INC. BERTHA HVTM £--•�,,_ ' T� ' 5 A Accordion Shutter System 1{L■G C Q i ti C. A S■ ■■ ■ KV. ELADE#T Wf OR w/0 H.V.WNDON BRIDE American Shutter Systems ILM x DESCRIPTAK DAII I DAA*w,rr.W .L-G. TILLR TESTING'& ENGINEERING COMPANY ��� Association, inc. 1 OLD 1s-Dns 7/x7f1 ogre: 07/27/17 6111 f:.N.MR 5L,stt.305,11R°Nt\CAF°ENS.hoaoA 33t! 4 4268 Westroods D(Tve 2 rho..:(305)571-1530.Fn.:(305)571-1531 DRAWING No 1a c� 141 . 0:GII4<00001...m West Dolm Beoch. FL 33407 3 17-107 sS1pti a 1"�C"1 i•t Ee-Gp067,ii 4 _ ,,• WALTCR.�'NUT J+.P.C. 5 SHEET FLORIDA u:•f 44167 c T OF 20 P.E. 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Mtn, fc m 3 k9y SPAN KWAE PAi1N0 SD.L49Pi KECOIYE RAIHO .0. PATINA. ANCHORS SPACING LEGEND - 1/4Y x 3/4'ALL POINTS SOLID-SEF ANCHORS,AS DISTRIBUTED BY A.L POINTS SCREW,BOLT&SPECIALTY COMPANY. {(u€n.i'e s 3 Harty) (R) TAPL#t - if4'6 BLU£TAP CONCRETE ANCHORS Wj CAP AS MANUFACIURED BY FLORIDA FASTENERS DIRECT.OIC.(Mtn,!c-2 koi) 30 40 60 75190 120 160 205 30140 W 75 00 120 160 205 30140[60, 75 90 120 160 205 TAPCON WITH-AOVANCED - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC.,AND DISTRtBUTEO BY ALL POINTS SCREW.DOLT•&SPECIALTY _ M 2 to 9 d e 6 5.5 14 1 10 e 8 14 12 9- a a THREADFORM TECW40LOGr +PAtfI OR Axr OTHER APPROVED LICENSED pi WDi0f01EQ VENDOR RfGfSFER£O tbiti THE AMERICAN SHUTTER SYSTEMS ASSOCUTIOX,INC, 14 U2 10 9 8 8 6 a 14 12 10 9 0 8 6 8 14 t2 10 9 a a 6 a (Min.f'I-3 ks)) LESSOR 14 12 10 9 6 8 6 a 14 12 10 9 a 8` '8 6 14 12 10 9 6 a 6 5 ALL POINTS SOLID-SET BLUE TAP W CAP NOTES: 14 12 LO 9 8 8 6 7 14 12 10 9 8 a 8 6 14 12 t0 9 D d 8 6 j AI)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED RIREAaORM TECHNOLOGY ANCHORS AND TAPPER+ 14 72 70 9 8 7 3S Si 24 12 70 9 8 e 6 6 f1 12 10 9 8 e 6 i TAPPER+ ANCHORS IS 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 I/2•. 4'-O' 14 12 10 9 6 B 6 a 14 12 10 9 e d d 6 i; 12 tp 9 B a 0 SS 14 /2 10 9 6 8 6 4 14 12 10 9 8 8 0 4.5 14 12 10 9 8 6 4 35 A2)MINIMUM EMBEDMENT OF 1/4'R x 1/4'ALL POINTS SOW-SET ANCHORS SHALL BE 7/6-INFO THE POUAEO CONCRETE.NO EMBEOMENf 14 12 f0 0 0 8 6 4.3 14 12 10 0 6 d 6 S.S 14 12 f0 9 8 0 a 4A INTO STUCCO SHALL BE PERMITTED. 1/4'9-20 S.S.MACHINE SCREW USED SHAD,BE 12'LONA MINIMUM SHOULD STUCCO 14 12 10 9 ].S 3.3 3.5 - ti 12 10 9 b 8 8 f4l 12 10 9 a 7 SS 4 •SEE LOIAtgHS OF USC FOR / 5•-0' 14 $2 10 9 6 0 6 6 14 12 10 9 8 0 0 12 10 9 8 8 8. 4.5 9NAOC•FA19x S1IE[7 19 EXIST,AND I'MIBLATMI FOR WALLS WITH NO STUCCO. 14 12 10 9 4 7 4 - 14 12 10 9 8 6.5 S 12 10 8 64 5 3.5 3 A3)R!CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS.PAVERS OR ANr VENEER BE fOUNB ON THE EXISTING WALL OR FLOOR, 14 12 10 9 8 7.5 4.5 - 14 12 t0 9 8 8 6 12 10 9 8 6 435 .73 ANCHORS SHALL BE LONG DOM TO REACH THE MAN SITIMURf BMW SAI WAIL,FINISHES ANCHORAGE SW11.4 BE AS INDlCA7Ep QH 14 12 9.517.516.0 1.5 - - 14 12 10 9 a 7.8 S3 12 10 9 0 6 4.5 35 NOTES At)&A2)A30VE.FOR INSUU.tATONiS ON VIML SIDING OR EIS WITH OR WRtOUT META STUDS CONSULT THIS ENGINEER.FOR 6'-0' 14 12 10 9 8 8 8 - 14 12 10 9 8 8 8 12 10 9 8 83 5 35 INSTAitADON INTO ETFS WIDI METAL STUDS SEE SHEET 20.1412IO 9XISSS3N 12 t0 8.5 7 33 4 12 8 6.3 5.5 4 3t4 /2 to B a s - - 14 12 10 9 6 6.6 s 12 10 a5 e S 4 - (8) TO EXISTING CONCRETE BLOCK:(ASTM C-90) t4 12 8 6.5 a5 3 - - 14 12 t0 9 0 6.3 4.5 12 10 8 7 5 35 J - 1/46 TAPCON OR TAPCON WITH ADVANCED THRFADFORM TECHNOLOGY ANCHORS,AS MLWUFA.CTUhD BY LT.W.BUILOEX. 1412 10 9 8 B - - if 12 Ip 9 a 7 S 12 10 9 7.5 Ss 4 3 - 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS.AS OESTR18UTE0,BY ALL POINTS SCREW,DOLT&SPECIALTY COMPANY. 7•-D. 14 12 t0 6 6.5 4 - - 14 12 9 7.5 6 43 3.5 - 144 10.5 7 5.5 4.5 3.5 - - - 1/4'•BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS O:RECT,INC. 14, 12 10 8.5 7 4 - - 1{ 12 10 0 7.6 $.6 4 - 14 12 7 7.5 4.5 - - - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS.INC.,AND DISTRIBUTED BY AL POINTS SCREW.BOLT&SPECIALTY 14 It 7 15,614.5 - - - 14 12 10 9 73 SS 4 - 14 t2 9 7 a 4,5 3 - COMPANY OR ANY OTHER APPROVED UCENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATOB,INC. W-0' 14 12 10 9 a 6.5 - - 14 12 10 9 B 0 4 - 14 12 10 8 6.5 5 3.5 - -NOTES: 4 12 6.51 75.5 3 - - 14 12 8 B.5 5.5 4 J - x.5 e 5 4 6 14 /2 9Z 17Z 6 - - - 14 2 a 6.5 S 14 12 12 6 t8.3 4 3 - - 8.I)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP MCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAFCON 13 9.5 8.55 J.5 - 11 112 110 0.5 5 If 12 63 4- - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. ' 0 B S 14 12 1019 8 - - - 14 12 10 9 7.5 4.5 - - 14 12 63 7 5.5 4 - - - 0.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY FINBEDDEO INTO THE CONCRETE BLOCK.NO N 11.5 7.516 4 - - 14 It 7 3.5 5 3.5 - - If 8 53 4.5 3.5 - - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED.1/4"0-20 S.S.MACKINE SCREW USED SHALL BE I If2'LONG MINIMUM SHOtNIT STUCCO T 12 8 10.5 4.5 - - - 14 12 8.5 7 5.6 4 - 14 10.5 7 S5-6 4.5 - - EXIST.AND I'MINIMUM FOR WALLS W17H NO STUCCO. is 65 3.3 4 - - 14 12 9 7 6 4.3 - - -1_4 11 7 SS 1.S 35 - 10'-0" 14 12 10p 7.3 - - - 14'Ti- lO 8 8.5 5 - _ 14 12 6 6 5 4 - - 6.3)IN EASE THAT PRECAST STONE.PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. 14 10.5 7 5 3.5 - - - 13 93 8.5 5 4 3 - - 10 7.5 S 4 3 - - - ANGORS SHALL BE LONG ENOUGH To REACH THE AWN STRUCTURE BENNO SAID WALT.FINISHES,ANCHORAGE SMALL BE AS INDICATED ON 14 11 7.5 as - - - - 14 111.5 9 6 5 4 12.5 9.5 8 S 4 4 - - NOTES B.1)&0.2)ABOVE.FOR INSTALLATIONS ON WM SIDING OR OFS WITH OR WITHOUT MEM[STU0.0 COINSULT THIS ENGINEER O.S a 5 - - - - - 14 12 8 6.3 SS 4 - - 12 10 6.5 5 4 3 - FOR 14STALL.ATION INTO EUFS WITH METAL STUDS SEE SHEEP 20. 11•-O' if 12 10 - - - - 14 129 7 6 {.5 - - 14 10.5 7 5.S 4.3 3�5 - 123 9.5 S - - - - 1x 9 6 45 4 3 - - 9 ) 14.513s,3 1- - - (c, ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF:NE ANCIOWS MANUFACTURER. 14 10'7 - - - - 14 10.5 7 5.5 4.5 - I- I- I is S5 15.5 14.5 13.751- 9.S 7 -5 - - 1{ 11.3 7.5 8 5 - 12 4 e 4.a 4 SEE SCHEDULE BELOW FOR EDGE OrSUNCE(E.O.)VE1151N5 SPACING RELATIONSHIP FOR ANCHORS. 12•-0• t4 i2 10 - - - - - t{ 12 a 6.5 3.5 - - - t 10 65 5 4 .- - - EDGE DISTANCE VERSUS SPACING,SCHEDULE FOR ANCHORS• 113 6.5 4.3 - - - - - 11 0 SS 4 33 - - - 8 6 4 3 - - MAXIMUM ANCHOR SPACINGS ARE YALtO FOR EDGE DISTANCES INDICATED 6ELOW.FOR E.0.LESS TAN T4 NOICATIED.REDUCE ANCHOR SPACItG 135 9.3 6 - - - - - IS 9.5 6.5 S 4 - - - 03 6' S 4 - - - - BY MIATIFLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 a3 - - - - - 14 1O.a 7 5.5 4,3 - - - tt e.a 55 4.5 35 - - - REOVCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINMUM SPACING INDICATED FOR EACH ANCHOR TYPE [4-. 14 12 - - - - - 14 IIs 7.5 6 3 - - - 12 9a43 1 - - AOTUAMOTOR103 e - - - - - - 10 7.5 5 + - - - 75 ss 1 '3 - - TAP'CON WITH ADVANCm25 as - - - - - - 12 9 8 4.5 4 - - 93 7 5 4 - - - - EDGE TAPCON AL1 POIlNT SOUQ SET BLUE TAP W CAP TAPPER + TINREAEtFORM TECHNOLOGY /i3 9.5 8.5 5 - - - - OS 7.3 S 4 - - - - DNCfANCE MIN.SPApNC i4 I0.5 7 S.5 - - - - 11 B3 53 to - - - E.D. LOIN.SPApNC•»3" MIN.SPACING 3• MUl.SpAClFNO 3 1/?'f0 7.5 - 9 7 s.S J-5 _ - - 7 5 J3 3 - - - ffiQE w/ P tAREQ CONCAEIE& IOD am CONCRETE& POURED CONCR1E& CoNEsm OCOFtCREfE 8LOp1CONCREIE BLOCK CONCRETE BLOCK �mtX.NQ3lEiL5 8 - - - - - i1 a 33 43 - 9 7 4.5 - _ _ _ _ L.LV kAANAtF1f'1W LaL ED.3• IAHL E0..3 1/7 MR ED.2 1/2' WLED..3 1 MN C0..7' NN E0..3 INR' ED. 2 t(T 73 - - - - 12 9 6 - - 0.5 7 LS - - - ��♦ •r�4wvr■3310 a3 _ - ps a s - - - @L/�t)E {tlj(jRKIH{, J• _. _t.D Deo 1.0 o.7s t.0 0.84 t.o 9 - - - - - - 8.5 6.5 4 - - - - SS S 3 - - - - - 11,1 /�M,� 2 1/2' O.B1 1.tl 10 - ROA 8 S - @.5 5 4 - �� V'•4' ICL! 2- 0.71 0.87.5 - - - - - 9 8.S 4.5 _ _ _ _9. 6 - - - 10 7.5 5 - - _ _ • 13/1' -` 0.91 - - - - 0.43 6 4 - - - - - 6 l4s 1 3 - _ _ 1 1/2- 0.35 - - at 0.35 _ -Is. 7 5 - - - a 5 . - - - FLORIDA BUILDING CODE(Non High `BIOCi(y urricone Zone 11FIF`�``•• Tl�� - 02017 OLTECO,INC. ®2017 DSIERN METAL SUPPLY,INC. ,4 .' F,ys ; _-- ` To �iEC Q I N BERTHA TM Accordion Shutter SystemA S S Aa Nv aanE#1 Al OR w/o xv NtNDOW))FILE American Shutter'S stems -- l� TILUi TESTING ISE'ENGINEERING COMPANY y EY.6 DESCRIPTION DATE DRAWN-er: Lc. • 1 �] N ;XMOAASSOCIation, Inc. t OLD 15-OBS 7 2? 1 DATE: 07 27/17 Q 6355 xW.30 N.5L,Lb.305,VlRt:4YA DAROOl3 1-15,3 3$16 - _ J 4 ti xEt-�; y�C1i PMna:(30S)87i-5530 W Ea,:(}05)671-1531 4268 Oeoc ds Drive x - - - - ;t^�i•••._Of�T�p{�.,. l`44L11 - •-•,iaf�UQ•�ToQ,aom West PDIm Beach• PL 33407 3 DRAWING No _S � `\�,i11 WALTER A TKLR dr.P.E. 4 1'7-107 P.E. $Ei11 4:19 OATf. FLOaDA Le.!4a1s7 5 _ SHEET 6• 13 OF 20 EraYIMUM A.s;CHOR4 SPACING (rn,} SCHEQU F FOR A GIVEN MAXsgunER MS A_c,p DESIGN NEGnTN PR ;ARE„ - `SG :S,D A CORRESPONDING h 'U}((1NG TYPE Ft}R GONGREfE OR CONGRE7E BtOCK INSTAWITIONS (SDE UOt770N05 C J,K k L ON SH Er 7) POURU CCHCREM POURED DLOOC ANCHORS SPACING LEGENUAXOM D 1 wAt1C ODER b i'1REtKR Qj RAINGUARD MOUNTING QN WALL/n.00R MOUNTING ©WALL/WAUf OVER MOUNTING TAPCON OR SFAX -' NEWK PQSM M(1d D.OE'Mxl WWK PRMK RA1N0{pi "M FNM PPL4 K PAUL LW' S Down KWK MSM 2AtNC(Pa TAPCON WITH ADVANCED (n) 30 40 60 75 90 12a 160 205 30 4o sa 7s 90 120 1e0 203 30 40 60 7s 90 120 160 los 3o w o 75 90112011601205 iHRFJIDFORM TECHNOLOGY 14 12 9 a e e 1 { 12 f .3 a 7 r 7 7 5 a 5 ALL POINTS SOLID-SEr 3'-0 1t 12 fo n 0 a, 8 e1122 12 t2 12 12 0.5 7 T 7 7 7 7 7 77 a s s a s 5 a 5LESS to Ix 1D 9 a a s 62 t2 12 as e e CS 1 7 7 7 7 7 7 asSLUE TM14 12 to 9 a a 6 62 12 12 12 to as e i 7 7 7 7 7 7 T S s s s s s 5 s TAPPER+ 14az 10 9 e a a a2 12 12 1A eA a5 5 7 1 7 7 7 7 5.5 4 5 5 3 5 5 5 5 44'-0" 1t2 to a s a a 62 12 12 12 9.3 7 sA 7 7 7 7 7 7 7 7 s 5s sssaa 4 12 /0 9 0 e 6 52 12 9.6 6 0 4.S 3A 7 7 7 7 7 7 8.5 S 5 S b S 3 5 5 314 12 10 9 8 e 5 012 12 12 t0 7.5 SS 4 7 7 7 7 t 7 7 Sb S S 5 S S 5 S a6 512 12 11 07 S 4 7 ) ) 7 7 S3 4 3 b S 3 S S 3 f5�^0" t4 12 a12 12 12 10 7.5 SS 4 7 7 7 7 7 7 7 7 5 5 5 5 55b112 10 9 0 8 6 a12 9.5 7.5 a 4.5 3A - 7 7 7 7 7 7 6 3.S S S 5 5 5 S 5 4 14 12. 10 9 6 8 6 612 12 n.5 a 6 4.S - T 7 7 7 T 7 SS ; 5 S 5 S S S S 4 SEE A)1CHOR I4 12 10 9 e 0 0 611 1.5 9 7A 5.9 4 3 7 7 7 7 7 4.5 3.5 - 5 5 5- S 3'4A S.S - SPECInCATIONS 6'-0" 14 12 f0' .9 8 8 5 012 12 ID 0 6 4.S J.5 T 7 7 7 7 J T 7 S S S S 5 5 5 5 ON SHEET 136 612 8 6 5 4 3 - 7 7 7 7 7 5.5 4 - 5 S 5 5 5 S 4 J{; t2 70 4 e a 66 2i2 10 a 55 5 .73 - 7 7 7 7 ? 5 4A - S S 5 S S 5 4.3 TT t2 TO 9 b s 6 6 12 12 10 a 6.515 3.5 - 7 7 7 OA SA i - - S S S S S 4 3 - 7,-0- 14 12 70 9 0 a 6 6 42 12 12 8.3 7 5 4 3 7- 7 7 7 T 7 ? 6 S 5 5 S $ S 5 5 i 12 10 9 e a 0 6 12 10 6.5 5 4A J T 7 T 7 6.3 5 3 - 5 S S S 5 5 3A 3 T4 72 10 9 e. e e a 12 12 es 7 sa 4 - - 7 7 t 7 7 s - - s s 5 s s s 4 - 4 VALID ONLY FOR U5 TO +70, -75 14 12 to s e a 6 - 12 Tz es 7 Ss 4 3 7 7 7 3.5 4.S 3 - - 5 s s s 4.5 3.3 ^ - PSF A.S.D DESIGN PRESSURE e'-o" T4 tz to S a e 0 - 12 12 0A 7.5 a 4.5 33 - 7 7 7 7 7 7 7 4`.5 5 5 s 5 s b s RATING k FOR SPANS PER T.-Ti-to a a e a - 12 9 0 4.5 4 3 - - 7 1 7 7 5.5 4 - - 5 5 5 s s 4 3 - SCHEDULE 13, SHEET 11 i4 12 f0 9 a e 6 - 12 11 7.6 6 $ 75 - 7 7 T ?A 0 4A - - 3 5 5 5 S 4.5 - - 14 12 10 9 D a - - 12 1.5 7.5 5 3 SS - - 7 7 6.5 3 4 - - - S S S S a 3 - 9._O. i{ 12 10 9- e 0 - 12 /2 9.3 0.5 SS 4 3 - 7 7 7 7 7 7 6 3 5 5 S 5 b 5 5 5 ti i2 10 9 e 8 - 0.5 5 3 4 3.5 - - - 7 7 7 6 S &S - - S S 5 5 6 4 S 14 12 SO 9 e 8 - t2 10 AS 3 45 - - - 7 T T 6.$ 5.5 - - 5 S S 5 a 4 14 12 10 9 0 5 - 12 0.9 7 SS 4.5 SA - - 7 7 5.5 4.5 3.3 - - - 5 5 5 4.S 3A - - l0,-0"14 12 10 9 8 ! - 12 it 0.5 e $ J3 - - 7 ) 7 7 7 7 13 - S S 5 S S 3 3 l5 14 12 10 9 7 f.3 3.a S - - - 7 7 7 SS 4.5 - - 3 S '$ S 4.5 3A - 14 12 1O 9 8 6 - 12 9 6 5 4 - - - 7 7 7 0 S - - - 5 S S 4.5 5 - - T4 12 SO 9 8 8 - - 12 9A 6 S 4 a - 7 7 5 4 3 - - - S s 5 4 S.a - - - il�-0"N 12 10 9 8 8 - - T2 10 7 SA 43 3.S = - T 7 t 7 7 7 35 - b 5 S 5 S 5 5 4 14 12 16 n a a _ _ a 1 68 4 3.5 } _ - 7 7 6 8 4 - _ 5 5 5 3. 4 3 - 0 H Y BLADE ONLY• 14 12 fo 2 a e - - 11 a ss 4 - - - 7 7 7 Ss 4.6 - - s s s s C51- - - 14 n 1.5 8.3 5,5 4A 3.5 - - - 7 74.5 3.S - - - - 5 s 4. 3.6 - 12�-0�ti t2'TO 9 8 - - 12 9.5 5.5 5 4 3 - 7 7 7 7 7 8 3 - 5 S 5 5 5 5 4.5 3.5 it 12 to 9 a 0 6 ; S - - 7 7 5.0 4.5 S5 - - S S S 4.5 S 1 - 14 It /0 9 8 10 7414 4 - - - 7 7 6 S - - - - S 5 5 5 4 - - 14 11 10 9 8 - - - 0.s a 5 4 3.5 - - 7 6.5 +5 J.5 - - - 3 3 4-5 3.5 3 - - 1J,-O"14 11 10 9 8 - - 1.6 e.5 6 4.5 3.5 3 - 7 7 7 ) 7 l3 - - 6 5 3 5 5 5 1.5 3.!1 14 tt. 10 9 8 - 7 5.5 },S J - - - - 7 7 5 4 3 - - 5 5_ S 4 J - - - 14 tt 10 4 6 8 7 S 75 - - - 7 7 55 4.5 - - - - 5 5 3 4A 4 - - - t{ 12 t0 9 - - - - 10 7.1 5 4 3 - - 7 6 4 3 - - - 3 5 4 3 - - •- 14'-0'I4 11 10 9 - - 0.3 0 5.5 4 3.5 - - - 7 7 T 7 7 4 - - 3 S S 5 $ I4 12 10 a - 6.5 S 3 - - - - 7 7 S 3.5 - - S b 4 14 T2 10 •9 - 0.5 5.5 4 - - - 7 7 5 4 - - 5 5 5 4 - - - 14 12 10 - s - - - 4 7 4,5 3.S 3 - _ 7 SS 3,5 - - - - - S 5 3A 3 - - - TF T2_To- 10 7. 5 4 J - - T J 7 7 T 35 -• - 5 S S 5 5 5 4 3 15-0� 14 t2 10 - - - 6 4.5 S - - 7 7 4.5 3 - - - S 3 4.3 3.5 - - - - - - 14 17 10 - - - 0 6 4 7 5 - - - - S S 5 4 - - - - it 12 10 - - - - 0.5 6.3 4 3.5 - - - 7 a.5 J.3 - - - - S 5 7A - - - 9.5 7 4,5 3.5 3 - - 7 7 7 7 6 3 - S S S 3Ya - - 16'-0"14 t1 t0 - - - 8 4.5 3 - - - 7 5.5 f - - - - 5 5 4 - u T1 10 - - - - 7S S .7s - - - - - + ti - - - - s 5 4.5 - - - FLORIDA BUILDING CODE(Ron High Velocity Hurricone Zone 11;4,_`P�r raj;:.+ 02017 TO.TECO,INC. S120fl EASTERN NL7AL SUPPLY, INC. ,...............�c �;..,.t'9� THA H i1A iL, ECO „+�. A■S.S.A. Accordion Shutter System lLv. elanE#) w/OR w/o Hx Woow BIDE ? TILUT TESTING k ENGINEERING COMPANY American Shutter Systems a•N OEScmHto" SAIF ORAWrH Sr. LO. Association, Inc. , a0 15-085 7/27/7 mu, -07/27/17- :. (� 4 6553 IIN.J61A.St..Ue.305.WWRIA CAROM FLORIDA 33t' DRAWING No ,��fi� :: s Ph-:(30S)871--WO.ft-:(3as)e?r-1331 4268 Weslroods Drive 2 Nf�T''•:UKIU %- .-�2:tm4c4o4e!.4�, West Palm BeocF• FL 33407 3 =d',Y, .....�... a\#,11 E6-6965779 17-107 I"" WAITER A.TLUT Jr.P.E. 4 FLORIDA Lie,r 44167 5 SHEET P.E. Sb$Cf310NA6E/DATE s 14 OF 20 p [7�p l.S"\.J"' �.5'� •/EENERAI UIUETAT10M.s.AND S�!{)lI)QKS.11 USE FOR BEITIM Hy 81 WEA SMA WORKING tN A G I. •� Y 00> UNWN 9"7 'Y 1.MAX.A.S.D.DESIGN PRESSURE RATNG+110•- 110 P.E.I. 2.MA)L SHUrNUl SPAN:90' 3.ALLOWED NOUNTNGS.A.0.O&It ON SHEETS 6,7;AS WELL AS MOUNTINGS M.0.T,U�Y•�2�&W ON SHEETS 16&17. 4 , ONLY CEMIN AFJNN7ESYLWETI (OR W/ 4 UYOtli W CASE OF KG PAST BE INCLUDED ONLY AT EITTEPoOR ACCESS SIDE OF @6 f. 1`11P EA END • ♦ • ♦ +• ( (A)FLY!MINOR(BLADE iC�i7 SHALLDEA BAY SPACALLOW O MAXIMUM S EE 5 OPENWGS {y;HOLES)FOR©PER AT SPACLNtSS SHOWN DN SHEET 4. MILW7}i00Y.5 a • • ♦ +• (B)LLN.QJEA WICE FR��y;-•y TOP OR BOTIOM EDGE OF HV WINDOW BLADE 0 ALLOWED IN EW,T•� rn OF ANY 3'0 NWLE FOR USHALL BE tY. WINDOW BLADE @ � WdNDON(C)DRS[—OR BIAOE IT WAX COMING OUT FROM STARTERS AT ENDS MAY BE W � _ ♦ • s +• vl (0)tN WWOOX BLADE Q MUST BE USED ALIEANAIE TO A SOLID rN BLADE 1Q TNROUGNOUT SHUTTER'S W DIK i RMAIES SHAH ALWAYS BE NGINLEO AWACEHI TO A SOLID W 1 ♦ ! ♦ • Ck�E byy (BS�,+LE(J1 AT fRi#R .& of THEM. c §{A (F)POLYCARBGNATE hV WINDOW 0 SNU1L Be tNSTM1Eq 50 C1y6j" FACE SEE END ) 9$ THE INTERIOR of THE OPENWG.O LNG PROTECTED.HV WINDOW C, LLUST BE CONNECTION ♦ • s • s 4 ♦ ,+ ONLY RNSTALIM AND LOCKED USM A IW SETTING TOOL PROIAO BY ASSA DETAILS ON SHEETS • M IMO. 10 EIGHT.TTP. FULLL HEIr' ysg &SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOW FRAME '# P¢,add BUILDINGS ON SHEET t,,AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 1 P1P 1.. A4 F 4f I&2 ABOVE). `. �.. 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED a�y CONCRETE OR C014CROE BLOCK WALL ON SHEETS 12& 13 AS LIMITED BY SPAN AND DESIGN LCAO.(SEE NOTES T k 2 ABOVE). _ L 4 B.MLNMUM SEPARATION TO GLASS SCHEO0.E.PER ASTM E-1996: _.)(5E£PLAN FOR REOUIRENEMS) � ���`i 0 H F'.�ir TYP TOP&BOTTOM [tyyy L-it" -!a,-Co S 7) WRJp ZONE MtMMt1M SEPAL1tfW TO GLASS —_ - -- _ --UNUNITED WIDTH,__ T 7HRU 3 '1' • t:LEVA7i0N • -----"__. .------�-----^---'-- e_i_.—�-„-_�- ASEDE au MMN.SSEPARAnoH To CLASS EX STING CLASS SOdDULEOIEET5ORd V 4 6.5 SHEET FOR _ - -------- -- ----- — II0R ONLY) 4 1 Typ, SYMM fHCRL GENTERMATES' 11 -12- . Vim` W/Z OR 5 AND W/0 ISE�NOTE 4 ABOVE) TY}:ICAL (1- HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE A SHUTTER* ���----- '� _ Ei►FAAAAA .!4,r♦,`` FLORIDA BUILD11 CODE(Non High Velocity Hurricone Zone 44\F�A .......... A2017 TECO.INC. CD2017 ELSTERN METAL SUPPLY,INC. ILT BERTHA HA HVTM /TIL E C O ENc. Accordion Shutter System Kv MADE#1 w/CR W/4 itv 1MND(7W MADE • �'•, .'Q TILLIT TESTING & ENGINEERING COMPANY American ShuHer Systems Irv.x DESCRvnu DATE DR4WN BY; L.C. 6555 x.W.35N.,t..St..!05.VAGINA C44DFN3,FspWA SSTs Association, Inc. I OLD IS-085 7/27 1 DAM 07/27/17 :(30,1871-1530.fa=:(305)871-c31 4268 Westroods Drive• 2 a 111nc0000unm West Palm Beoch, FI. 33407 3 ORAWINC No e- SS/41VA1 Ea ` WA IFR A. 414.PE 17-107 ILCROA Lk,1 44157 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 19 Of 20 WZ: Y Florida Building Code Online Page 1 of 3 a Ilk" n ' SCIS Home ! log In ' User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff SCIS Site Map links Search i Product Approval Approval rp USER:Public User A,Lgduct A_oorovai Menu> tion Search>Aoolication list>Application Detail FL# FL389-R9 Application Type Revision Code Version 2017 Application Status Approved Comments r Archived I Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative i Address/Phone/Email Quality Assurance Representative I Address/Phone/Email t Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received i Florida Engineer or Architect Name who developed Walter A..Tillit,Jr.P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann Jr, 4 Validation Checklist-Hardcopy Received i Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC INC DRAWING 17-107 CERTIFICATE OF INDEPENDENCE PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC..INC. j DRAWING 17 106 CERTIFICATION OF INDEPENDENCE(1)PDF I FL389 R9 COI AMERICAN SHUTTER SYS'T'EMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE PDF Referenced Standard and Year(of Standard) Standard Year j ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201, 202,203 1994 Equivalence of Product Standards Certified By https://www.floridabuildiniz.oriz/tar/tar aDD dtl.ast)x?Dram-wCTFVXnwt])nvYY1414'?vTtX5 119/1W Q Florida Buildini&Gode_.Online Page_2 of 3 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 I Summary of Products FL# Model,Number or Name Description 389.1 : Bertha HV Accordion Shutter- Extruded'aluminum interlocking bledes retained by tracks Blade 3-(Non-HVHZ)-Drwg 17- (top and bottom)for storm protection 108 ! Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEMS DRAWING Approved for use outside HVHZ:Yes 17-108 BERTHA HV ACCORDION SHUTTER SYSTEM.PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure: N/A Created by Independent Third Party:Yes Other:Large Missile Level"D".Max span is 12'-3"for 40 psf Evaluation Reports positive ASD load and 13'-0"for 35 psf negative ASD load FL389 R9 AE AMERICAN SHUTTERYS STEMS DRAWING the HV3 blade w/o window blade,5'-2"for 110 psf ASD load 17-108 PRODUCT EVALUATION REPORT.PDF for HV3 blade w/o window blade and 8'-11"for 62 psf,9'- Created by Independent Third Party:Yes 11"for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks f 1 Only-(Non-HVHZ)-Drwg 17-107 (top and bottom)for storm protection Limits of Use Installation Instructions j Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEM ASSOC., Approved for use outside HVHZ:Yes INC. DRAWING 17-107 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYSTEM.PDF Design Pressure:N/A Verified By: American Test Lab of South Florida Inc. Other:Large missile level"D".Max.Span is 16'-0"for 30 Created by Independent Third Party:Yes p.s.f negative ASD load depending on centermates and Evaluation Reports locking rod configuration for the HV1 blade,8'-0"for+64, FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC.. -72 p.s.f.A.S.D.load for HV blade for Keystone mountings INC. DRAWING 17-107 PRODUCT OF EVALUATION 7'-0"p.s.f.for metals stud mountings and 8'-0"for 110 REPORT.PDF p.s.f.for HV1A working in unison.See sheets 7, 11 and 20 Created by Independent Third Party:Yes respectively of installation drawings for other spans and pressures. i 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 17- (top and bottom)for storm protection . 106 ( Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEMS ASSOC.. Approved for use outside HVHZ:Yes INC, DRAWING 17-106 BERTHA HV ACCORDION SHUTTER !, Impact Resistant:Yes ,SY T.PD Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large missile.Max. 16'-0"span at 30 p.s.f ASD load Created by Independent Third Party:Yes for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Evaluation Reports 12,25 and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC_ INC. DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party:Yes I Back NeMct 1 i i Contact Us::2601 Blair Stone Road.Tallahas,�ee FL 32349 Phone:850-487-1824 The State of Florida is an AAJEEO employer.Coovriaht 2007-213 State of Florida.::Privacy otaternent::Accessibility Statement::Refund Statemenr Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click tilM, Product Approval Accepts: https://www.flon'dabuilding.org/-or/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2v3vx5... 1(OW& c Coastal Shutters And Stuff (772) 335-9198 Port St. Lucie License # SCC131151508 (772)'461-2116 Fort Pierce CUSTOMER'S NAME PRODUCT j ! LAYOUT SHEET ty o G. lie L 17 a lb as 00ve AV" d1w.00e, Soo a During installation we must have access in and I ACKNOWLEDGE AND UNDERSTAND THE ABOVE out of property for good installation. i Owner, or someone with authority, must be f present during installation to inspect and pay balance due. CUSTOMER'S SIGNATURE