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HomeMy WebLinkAboutPRODUCT APPROVALV4/2018 Business &,,Professional Regulation BCIS Home I Log In I User Registration I Hot Topics 0=z' a a Product Approval r USER:Public User be i Florida Building Code Online SCANNED BY St Lucie County Submit Surcharge I Stats & Facts I Product Approval Menu > Product or Application Search > Application List Search Criteria (��jyyI � rae�y-��� •(11•lrs� DBPR HDME A80UT'DSPR, 09PR 0IV1810rl8 C0RTACT08P1C Code Version (:::2017: F Application Type Product Manufacturer Category ALL Subcategory Application Status ALL Compliance Method Quality Assurance Entity ALL Quality Assurance Entity Contract Expired Product Model, Number or Name ALL Product Description Approved for use in HVHZ ALL Approved for use outside HVHZ Impact Resistant ALL Design Pressure Other ALL Search Results - Applications Refine Search 389 ALL ALL ALL ALL ALL ALL FL# Type Manufacturer Validated By Status FL389-R9 Revision American Shutter Systems Association, Inc. John Henry Kampmann Jr. Approved History Category: Shutters (941) 922-3854 Subcategory: Accordion *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an WEED employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement 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 mall to this entity. Instead, contact the office by phone or by traditional mall. 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 vi ed may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal n CCLMfie'6yEVe provide t e 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., rCC1.C1 V !J please click here . Product Approval Accepts: APR 26'�Ji8 ®�� ST. Lucie County, Permitting Credit Card - Safe THESE PLANS AND ALL PROPOSED WO" LE COPY ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. ST. LUCIE COUNTY BUILDING DIV ION REVIEWED FOR COMPLIANCE ^ �/�� RFVTFWFrIRY--, 1 Q �i411A PLANS AND PERMIT MUST BE KEPY 9,N JOB SITE OR NO INSPECTIONS) WIL E MADE CONCEALED Fr.,ss�ti�, oS ATiAciia'!,_ i 8 ARE THE RESPONSIBILITY OF THE CONTRACTOR OR RECORD https://floridabuilding.org/pr/pr app_lst.aspx 1/1 M-MAXIM, XIM,LoYli?� 1. BERTHA -N.V. ACCORDION SHURER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (PLED.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (61A EDITION) OF THE FLORIDA BUILDING CODE. THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANEZONES. DESIGN WAND LOADS SIWl BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-0.e5, USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (AS.O.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19..& 20. _ IN ORDER TO VERIFY THE ABOVE CONOMON. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL Be FIRST REDUCED TO A.&O. DESIGN WAND LOADS BY MULTIPLYING THEM BY0.8 IN ORDER TD COMPARE THESE W/ MAX. (AS.0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19 & 20. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D., AS TESTED. WERE NOT OVER STRESSED. A 33 R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS. WAS = USED IN THEIR ANALYSIS: HOWEVER. A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. BERTHA H.Y. ACCORDION SHUTTER SYSTEWS ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD WAS BEEN VERIFIED IN ACCORDANCE WITH SEcnDN IWO 1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: -HV BLADE 0 #0214.01-03. f0715,01-03, 11OG4.01-05, 01214.01-05. 00317.02-06. 10609.01-10 AND 1021o.01-11 AS PER TAS-20. TAS-202 AND TAS-203 PROTOCOLS AND ASIM E-1866 AND E-1996 STANDARDS (MISSILE LEVEL 0,WIND ZONES 1. 2 & I 3) & #1220.0)-10 AS PER HAS 201, 203.& 203 PROTOCOLS LAROE NIS -HV WINDOW BLADE m 1110505.01-08 AS PER ASTM E-1886 AND E-1996 (MISSILE LEVEL D, WIND ZONES 1. 2, 3) BASIC PROTECTION ONLY AND B 0725.01-88 AS PER TAS 202 PROTOCOL 2. HV OWE 0 AND HV WINDOW BLADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERA. LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 3. BERTHA H.V. ACCORDION PINS (HV SCREENS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS MALL BE 114r<2.75' AND 014x1.75' RESPECTIVELY. 410-HT MINIMUM SERIES STAINLESS STEEL SCREWS WITH 135.0 k1i YIELD STRENGTH AND 180 ks! TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACRosHIELD COATING SYSTEM AS.MANUFACTURED BY APPROVED COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE W MARKING ON THEIR HEAD. 4. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STFpMH FOR is063-76 ALLOY IS 30.0 ksi AND 35.7 kW FOR 6005-TS ALLOY. 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED ,CARBON STEEL AS PER DUN 50018 WITH SO kaR MIN. YIELD STRENGTH AND 90 ksi MIN. TENSILE' STRENGTH, AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. 6. BOLTS TO BE ASTM A-307 GALVANIZED STUL, OR ASI 304 OR 316 SERIES STAINLESS STEEL WITH 35 W MINIMUM YIELD STRENGTH. 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS: HV BLADE (D 12.13,14,15 AND 20 NV BLADE (D & ® WORKING IN UNISON: 12. 13 & 15 8_ THIS BERTHA N.Y. ACCORDION STUTTER SYSTEM BEARS A U.S. PATENT 06'779.582. COMPONENTS OF THIS APPROVAL ARE COm", META. SUPPLY, INC. IN WHOLE OR IN PARE BY US. PATENT /5'458,179 1ssuE0 TO EASTERN 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE TO IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE, CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN. THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAN INTRUSION. 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 110 CEHTERMATES AND ENGAGE OR LOCK ALL W AND HO LOCKS, 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION.. SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE 12. BERTHA H.V. ACCORDION SHUTTER SYSTEIAS INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED 70. ik1!1-M9K0]1Ewjw12_v GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET.3 TYPICAL' SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE & WINDOW DETAIL AREA 2: HV BLADE M AND HV WINDOW -BLADE ADE A (WHERE APPLICABLE) TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCREFE/BiOCK SHEET 6 INSTALLATION DETAILS G-M, CONCRETE/SLOCK .SHEET 7 CENTERMATE DETAILS NY SHEET B CENTERMATE ALTERNATING. DErAiLs HV SHEET 9 END CONNECTION DETAILS 1-6. CONCRETE/BLOCK SHEET 10 MAXIMUM SPAN TABLES . SHEET 11 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 ANCHOR SCHEDULE- WOOD SHEET 15 INSTALLATION DETAILS M-R. WOOD SHEET 16 INSTALLATION DETAILS S-X. WOOD SHEET 17 END CONNECTION DETAILS 7-12 & X. WOOD SHEET 18 AREA 3: HV WINDOW B 40 lid ONLY TYPICAL SHUTTER ELEVATION SHEET 19 AREA 4: Hv WINDOW-B=DE ni ON Y INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 13. (a) THIS P.E.D. PREPARED BY THIS ENgNEER IS GENERIC AND. DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. WHERE THE SITE CONDITIONS DEVATE FROM THE P.E,O. (G) .CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INOWDING LIFE SAFETY OF THIS PRODUCT. BASED ON THIS TRUP.E.D.. PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE RESPONSIBILITY. (a) THIS P.E.D. WILL BE CONSIDERED INVALID 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 SE RESPONSIBLE 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 LATTER THE SITE SPECIFIC DRAWINGS FOR REMEW. (a) ORIGINAL PZO. SHALL BEAR THE DATE.AND ORIGINAL SEAL MIND SIGNATURE OF THE P.E. ENGINEER OF RECORD THAT PREPARED R. -Al TIr 02017 RLTECO, INC. btU� o ✓ ' �� 1 L E C TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 3601 51• A.. 305, MOM MAR00M. FLOROA 33 �11 f7,mm : (305)871-1530 . Fa„ : (305)871-1531 WALTERBA: nW 'Jr. P.E. L'♦1L�LCICM ANTI �[]r {n.Tr FLORIDAUc I 44107 Am&SwAm American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beoch, FL 33407 w Avlr W.ceHH METAL SUPPLY, INNG, ER A VTM Accordion Shutter System H.V. BLADE #1 W/ CR W/O H.V. WNWW-HARE 'AWING No 17-107 tOHV SOLID BLADE" COVERED UNDER US PATENT # 5458179 OF USE OF BLADE -WON SHEET 19 QUAuFlED FOR USE W/ HV 81ADE� .5063-76 ALLOY A(&D-UUPrR' m 1.917' a 1...083' OBS' o _ 0 $�4 y. 670 I.M. t 1 HV CEILING HEADER Q0XUFIED FOR USE W/ HV BLADE 1 ONLY, SEE SECTIONS FOR VALID 6063-T6 ALLOY AND TEMPER 16 SIDE ANGLES Q ALIFIED_FOR USE W/ HV 4�t7i� 33HV' UNIVERSAL FLOATER QUALIFIED FOR USE W/ HV BLADE 1Q 5005-TS ALLOY AND TEMPER 1p HV HEAD/ERaIll (1� QUALIFIED FOR AEI ALLOY AND TEMPER BE PER` ONV ALUMINUM ANGLES QUALIFIED FO,A USE W/ HV BLADE V ONLY. 6063-T6 ALLOY AND TEMPER OHV DIRECT MOUNT QUALIFIED FOR USE W HV BLAOE (1) 6063-76 ALLOY AND TEMPER- Q HV WALK=OVER TRACK QUALIFIED FOR USE W/ HV BLADE 1 6063-T6'ALLOY 0 TEMPER COMPONENT A B TI T2 Q 2' 5' UAX. 1/8' 1X t� 2' S' MAX. 0.192' 0.192' 19 2.5' 7' MAX. 0.190' � 0.190, 2' 5' MAX. 0.139' OA31' O �f� HV 90e f i ew STARTER QUALIFIED FOR USE W/ HV BLADEQ 6063-TG ALLOY AND TEMPER 2.07 .994' 642 in r 12 ' .920 �9 HV TRENCH TRACK QUALIFIED FOR USE W/ HV BLADE Q ONLY, (VIA UCORNER UPEO liV LADE 606 - OY AND TEMPER HV RAWGueRn QUALIFIED FOR Uff(��} W/ HV 6063-T6 B OYEAITD TEMPER LI 1t, • , '�c..is:-,.�� 02017 TILTECO, WG 2017 EASTERN METAL SUPPLY, R1C. B R A VTM 1 L E C O i Nc. A S S A ■ ■ ■ ■ Accordion Shutter System American Shutter Systems H.V. BLADE #i W/ OR W/0 KV. WNDOW BLADE N OESCWPTION oatt pruwN B4 L.C. � I�TE OF' p • TIL.UT TESTING do ENGINEERING COMPANY b�� N.K. 36h 9+ 54- 303, Vr4M CAfl6EN5, nOWA 3716 Association, Inc. I OLD I5-065 7/27 1 OATE 07/27/17 ` . _ s'••. ��It1p ,•'a�{.1`{�� S/ • Phone : (305)571-1530 . F4t . (3D.S)871-1531 •-m 'a. a 9 —M 4268 Westroods Drive West Palm Beach, FL 33407 2 3 DRAWING No ��� ee•11•• CC'�` pv\ I{{i 11.TER A Tug 1, P.E. 17-1 07 4 D c �M1r1;5i,�,1ASr /nATc FLORDA Uc. / 44167 1.. HV CENTERMATE FOR USE W/ HV BLADE tf� 6063-T6 ALLOY AND TEMPER ' OUtAQU1l1 PLAN tTtoxr ELEVAMN Q LOCKER FOR -r LOCK CENTIERMATE QUALIFIED FOR USE W/ HV BLADE IOONLY 6063-76 ALLOY AND TEMPER 063' 214' ^�n O HD CENTE QUALIFIED FOR USE W/ HV BLADE 1 do IA 6063-T6 ALLOY AND TEMPER . LOCKING RODQ QUALIFIED FOR USE W/ HV BLADEQ \ 6063-T6 ALLOY AND TEMPER I ] �5 1NSTALLAnON WILL AND A 7/ \DRILEI LED AT TRACKS FOR PROPER 7 ' 1.7 JHV MALE N b �n1e n » OUALIFIED FOR USE W/ HV BLADE 1 ONLY HV FEMALE "T" LOCK r`FNTt'RNeTC 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE (L1ONLY 6063-T6 ALLOY AND TEMP 6063-T6 1.130' � 4.75'0 �fi HV 3/8"0—i6 Ac P.E. 3.161 .432 6 N n _n .4 HD CENTERM i QUALIFIED FOR USE % HV BLADE 1 & 6063-TS ALLOY D TEMPER 1/4'0 dii HV 1 /4" 0-9n AISI AnA SERIES S.S. THUMBSCREWS QUALIFIED FOR USE V1/ HV BLADE 1Q 02017 TILTECO, 0& Z )i Z�T:l �LIE �COI NC. TILLIT TESTING & ENGINEERING COMPANY a363 N.W. 36vi St. m. 30% NRC= GARDUM FLaROA 33 r Ph—: (W5)871-1530 . F..: (305)871-1531 ltltec60od.wm \\ a-� 11\ WALM ATILUT141. P.E. A= FLORID& U. 144167 i0 HV " T" LOCK QUALIFIED FOR USE W/HV BLADE (D ONLY. HV EGRESS LOCK QUALIFIED FOR USE W/ HV BLADE 0 & @ ONLY. m .36D" AFTER RNEIIN6 BEFORE RIVETING 1 /4"0-20 RIVNIIT; (2024-13 ALLAY) UUME FLANGE TNNi 820. AS MAKUFALTUREO 6Y AMXX FRY. NEW JVMCr 07054 OR EOUM.. NY T 0 QUALIFIED FO$ USE 1V/ HV BLADE 1 ONLY. VDER OR CYLINDER 0.075, AGn. 1 A25' M= ^ o 21TURN CYLINDER OR KEY .57 M CYLINDER 1 ® HD LOCK BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK: ry _-QUALIFIED FOR USE IV/ HV BLADE TO& CA AnSmS.A. American Shutter Systems Association. Inc. 4268 Westroods Drive West Palm Beach. FL 33407 CU IL (Non Nigh Velocity Hurricane Zon 02017 EASTERN METAL SUPPLY. INC. B R H V Accordion Shutter System H.V. BLADE #1 W/ CR W/o KV. W=W BLADE DRAWING No I 17-107 SHUTTER ASSEMBLY SCHEDULE FOR HV 1 HV p HV BLADE 1 HV BLADE 1A HV LONG RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLOW BUSHING 4< HV NYLON HAT WASHER 4� HV WHEEL CARRIAGE AISI 302-303 SERIES 0-870'x3/16" THICK NYLON .WHEEL. 0.188'0 AISi 302 SERIES S.S. RIVETS ® HV 1 3/4- ACCORDION PIN W/ #8 HEAD HV 2 3/4" ACCORDION PIN W/ #8 HEAD ® POLYCARBONATE IMPACT RESISTANT HV WINDOW (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES. OF HV ACCORDION SYSTEM W/ HV 1D OR HV- @ BLADE. - TYPICAL SHUTTER ASSgttBLY (2) HV PIN 0 MAY BE USED IN LIEU OF E AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1D aaa2a- BLADE WHEN CORRESPONDING TO INSTALLATION "It", SHEET 7, (3) HV PIN @ OR @ W/ 1/2" O.D, 1/16" THICK S.S. WASHER Trn Q' SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. g SHEET sL CARRIAGE DETAIL Y.' •�,1L�l�O�i'``:�� o2ot7 TILTwwECO.W�WC: ,, TILUT TESTING do ENGINEERING COMPANY t7 MS M.m, UK St.S:-. 305. ViR " Q4tBa1S.:LORLU 33 1 Pnnne : (305)S71-1530 ; fat : (305}VI-1531 S16A t" NMLt G- a: taft oaaR M-0008714 ., •• ♦W" ,P.F. P.E. SEAL/SIGNATURE/DATE :LWA LT 144167 -EXTERIOR j625- 1 s- u51L1ceO GRADE OR SABIC ST1C LEXAN 103 RESIN ON SHEET 19). POLYW ONATE SOURCES FOR TYRGL Ai'Pl1CASl[ siAko RUMMM FELT «mar% mtaa t ` ta:r.ataasAMt .mwfw ea. B45Ct1: :pMM GROM 1Ldi. Ass ow;. no�3 elm' f}A41 tb/m' MME rlaa smu i m ASM 0a35 2,400 au 9."o PAL FLr RA& SteMtM Al T&w AM DM ttsm'Rtt 13A09 p.CL AMURL 4a0ULIt, WM U_ A= DM 349Lo00 .I 30,Wo PEA. NOTCNM aw ASTV 0255 to rT-z,,. n rr-rui B .Sus1T Am W843 oz a 9" m �Az we C aLotmo AMU OM C .A CASS F, t3Ass s' 4NMDN ASTU 01229 1040 T No r Am+ C155 MME S?WO M /nm ASHY wa 03M A.tt 23t0 R>t.1. STRESS BE WWI M etAn2xa. AM Ma — wi em 04J. A.S.S.A. Amerlcon Shutter Systems Assoclotlon, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 rrtrr Accordion Shutter System H,V. RAM _#1 W/ OR W/o H.V. 111NDOw a" AWING No 17-107 I SEE 1�.�y�1 @ 7 Y M ('S}� T U q l � f � � I � � �O1jL�•�°'� I� ;�t�� e,�trri r,rtr�t�t�w�t�ta•; � . Y 'I •LL yr ' I�Li�Y����L'L'�L'LI■�a'-1�Sts� weamim �nmis 10•�j5��.�«1�7sf�y« TYPICAL C1� HV BLADE SHUTTER ELEVATION N.T.S. WE OF CORNER CENTERMATE * N HV LOCKS AND CENTERMATL:S. 1. 1dANtDA7tOFre CONDITION /te ONE HV LOCK or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12' ABOVE OR BVIN OF SHUTTER SPAY FOR SPANS UP TO 105'. AND FOR INST TIONS T ANY ELEVATION. HV LOCK l2j ar MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO2 OR CENTERMATES W/(2) 1/4"0-20 x 1/2' LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICA SHURER ELEVATION. 2. L�IlQN6LCA!(Q(QQ IF DES[ OR FOR SECURITY PURPOSES, UP TO TWO tiV LOCKS.S OR DAY BE USED INS AN INSIDE OR OUTSIDE LOCK, CONNECTION OF LOCKS TO CENTERMATES OR® SHALL BE AS MD LOCATION L BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. ■ IS W/iW0 H 10CKST,• LOCKING RODS ARE NOT REQUIRED AT -HURRICANE POSITION, BUT MAY BE USED IF DESIRED TO ENHANCE SHUTTER PER FO MANCE. LOCKING RODS I1 OR AN ALTERNATIVE DEVICE MAY ALSO B_E� USED AT STACKING POSITION (NON HURRICANE POSITION). +• llfYl'UaL9t�iS •ONE HV LOCK. ® BE USED AT CORNER R AND INSTAUATWILS AT . OUTSIDE OR fNSIDE LOCK, ATTACHED TO coRNT R cENTEttMATe w/(2) 1/a m-zD x 1/2• LONG FLAT HEAD SS. M.S. TWO LOCKING RODS g AT TOP & 0070. O OM SHALL DE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHmULES SHOWN ON SNEET12. INSTALLATIONS AT ANY ELEVATION. ALTERNATE Lock-0 MAY 8E USHD AS I+N NSIDE�OR OUTSIDEPLOCK ATTACHMENT OF 1/4'0-20x3/4' S.S. THUMBSCREW TO ® OR CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4' ALUM. RIVNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. 6, MANDATORY COMMON i3 FOR KEYMNI! MOUNTING INSTALLATIONS- ONE MY LOCK 0 or 0 Or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12- ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR' SPANS UP TO BB'. AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK or or ®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO or SYMNEIRIGAI. CENTERNATES W/ (2) 1/4'-20.x 1/2' LONG FLAT HEAD S.S. M.S. LOCATKDN OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS ® W/ 0 OR ®'TOP AND BOTTOM IS COMPLETELY MANDATORY. *NOTES ON HV "T" LOCKS AND CIGTUTI: RueTES: i. ONE CK MAY BE N LIEU OF W ANY SPAN I STMLATION ALTERNATE TNANY ELEVATION. AL HATE OCK BEY 1 E USED AS ANLNSIDEKS iO S10ELQCK. ATTACHMENT OF LOCK 0 INCLUDES USING REINFORCING IAC> AS SHOWN ON SECTION HVG, SHEET 9; WHICH MUST BE CONNECTED TO CENTERMATES ® AND W/ 1/4'0-20 x 1 1/2' LONG S.S. THREADED BOLT W/ 71WO x 3/32' WINGNUT OR W/ 1/4'0-20z1' S.S.MS,11TT0 A 1/4'Ox 5/8' RNNUli-LOCK MAY BE INSTALLED AT MIDSPAN OR 12- MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS �ISj TOP AND BOTOM IS MANDATORY. *.NOTES ON HD LOCKS 6E CENTER 1. NO LOCK 3� �/ HO CIENTF'RMATE3 N ORS W/ (33 ONE ALTERNATE HD LACK (D MAYBE USED IN UEU OF HV LOCKS 2 OR FOR ANY SPAN AND INS TALL719 AT ANY ELEVATION. ALTERNATE ND LOCK. (8 MAY BE USED AS AN INSIDE OR, OUTS1D LOCK. ATTACHMERT OF HO LOCK 4B TO ® Is W/ 3 g8 x 3/8' F.H. S,S.M.S., AND INCLUDES REINFORCEMENT INSERT �.AS SHOWN ON SECTIONS Hl1B-HVB. AND HOC-LNC, SHEET 10, LOCK fMY BE INSTALLED AT MtOSPAN OR 12' k"IMUM BELOW OR ABOVE M OSPAN. USE OF LOCKING RODS C IS COMPLETELY OPTIONAL 111• \1j•. ".- 'cEtis..�� 02017 TRTECO, WC. ®2013 EASTERN METAL .SUPPLY. INC. BERTHA H Tb, Accordion Shutter System IL E C O IM1:. AI.S■S.A■ • / t * . TILLIT TESTING American Shutter Systems KV. BADE #1 W/ OR W/O RV. WINDOW RAGE Irv. oFSpupnoR OaTE olous7l sr LC & ENGINEERING COMPANY SM Mw 3sv. St, Vc 305. GARc m, Fwmk 331 Association, Inc. 1 OLD is—DBS /s7 11 tuTE o7/LC 17 (303)871-1530 . ra.: (305)871-1531 °- a tat" cm 4268 Westroads Drive West Palm Beach, FL 33407 S / "' ••" \�T d1 1 S ANAL O' 2 s DRAWING No 4 ,11I WALUM A nu ir. P,E. 17-107 P.E. SEALiS1Gi( U`R'E/DATE R°1i�` �4167 s SHFF7 POURED POURED CONCRETE ANCHORS (SEE SCHEDULE ON POURED CONCRETE OR CONCRETE BLOCK CONCRETE REQUIRED SHEET 1S) REOUTAED 1 CONCRETE' 1 4'P-20x3/4' S.S. ` I ✓ / f ✓ r CONCRETE ANCHORS ✓✓ r + (SEE SCHEDULE ON SHEET 13) ' y' 17 18 caa ONE (SEE IkKINTNO®aN sNTTer '>) _ ANCHORS y' j� i3 %� (sEE SCHEDULE ON I ✓ / SHEET 13) MACHINE SCREWS W/ 1/4'-2D NUTS o 12" O.C. , / /� %✓ '✓ f'f / 1 12 4 r ./r/ f p• -ice Nin• ED E 1 4'0-20xS/4' SS. E SCREWS f ✓' t .f / / 1• /'-_� USING 1/4'-20 NUTS "_ 19 EO O E. O. F .250' Max. _ f 3 OR ;250' Mac OR ,✓ OPTIONAL 11 I l l ✓ 1 f ,• � �11 1 1 1 111E SWRLTIRf A,f ✓ / PTIONAL II �i�AR� 1 OR 1 EKISRNc sm 1iE BAO�mkQ,y 1 1 i 1 COSTING MIN. SEPARATION TO GLASS GLASS (SEE SCHEDULE ON SHEET 11) GL/�S� MIN. SWARATION TO:ClA55 I SCHEDULE ON SHEET 11) STING �r(SEE 1 1 - GLASS--i ©HV WALL HEADER ANSTALLATION 80 HV WALL HEADER INSTALLATION ATION + KEYSTONE EXISTING 1 uW SEPARATION T SIPAR4M0 I LASS i" £a,nEmANo 1 1 I OR 1& I MIN. SEPARATION TO GLASS ' 1 1 GLASS E7 G DING ' (SEE. SCHEDULE ON SHEET 11) 1 1 1 aN St4T7 to 9 1 eA>as®a , '"�{SEE SCHEDULE ON SHEET II) E 1' EXISTING OLy ! I ✓ ;' T v� OPTIONAL .: '•'� F✓ '' ` ✓-� 1 X: 1 OPTIONAL i iA 1/4' Max. yr=��' Max, E i f 13ORQ - 1__ f 1 T/z•r - __ 19"In / �� rr j /t-/ 12 oR 14 i .E 1/4 o-2oxa/a' S.S. j r ' f i Ti ANCHORS t`` / + , Q�i1 0 T' PNRLJPS TRU55 HEAD MACHINE SCREWS USING T/4"-20 NU15 O tY O.C. I ✓✓ >� /' 4'0-20x3 4 SS. PMWPS / 'CONCRETE CONCRETE ANCHORSUSS HEAD MACHINE fiCREWS (SEEON POURED CONCRETE (SEE SCHEDULE ON SHEET 13) ✓,✓ f' Min. PQURED CONCRETE tHEDULE W/ 1/4"-20 NUTS 0 Jr O.C. CONCRETE BLOCK W REQUIRED / - J 6 sCHEDANCHOR OR CONCRETE BLOCK R � HV WALL SILL INSTALLATION (SEE N RED CONCRETE " SHEET 14) OR CONCRETE BLOCK @HV WALL -SILL INUAM110N WALL REQUIRED EO HV WALL SILL INSTALLATION ATIAN NDTE r0R CDMRiNA,K1N ar seCiiDYS• 1- SEE SHEET 4 IT}R TYPICAL SHUTTER ♦ E, 0. - EDGE DISTANCE INSTALLATION DETAILS W/ �..2-X ASSEMBLY 2- MOUNTING SECTIONS CAN 8E COMBINED w AM WAY TO SUM ANY INSTALLATION. (SEE SPECIFICATIONS ONSHEt7 13) 4 , USE FOR • SEE E ATX7I�IS SHEET BLADE iaTIO SHEET 19 1C� H V B LADE 7 tag' R . T! . FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone ...... j 02017 TUTECO, INC. @2017 EASTERN IAETAL SUPPLY, INC. A, S. S ER A HTVT. Accordion Shutter ■A■ System %/ TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems N.V. 6(AOE #1 W/ CR W/O H.V. WINDOW DAM CV. N ntsek PnON �� °= Nw. 36m s., SW. =, NSA nORa Association, Inc. DATE TxUM2T By. t L ���•'•.�ORIDp:' \��a1, 4f�"'•r-.+��5 �Q,61111 331 PMne : (JOs)074-1sw . F.. ; (305)871-1531 r �n 4268 Westroads Drive West Palm Beach, FL I 2 OLD 15-085 7/27 1 O+fE: 07/27/17 DRAWING No AL `����iiiiiN✓' 000 q 1 33407 3 WALTER A. TLLAT Jr. P.E. 4 Ed 1,7-107 Or CCAI FLORIDA Lie. # 44167 -„-� CONCRETE ANCHORS AM SOWAM CONCRETE (SEE SCHEDULE ON SHEET 13) i Wo 1 OR �� REQUIRED SafAAE trt EXISTING 1 r Tom. , ECGE OF , tt. cLM VA'C Ge swig LASS i'(5FE70�Ig0iAE ww 1 t 1 AP YM IF EX75T1. ; SAOMMAQ) 1 + ' FM M q�j= in sn 1 1 9 \ ANCHOR 1 1 J+ II i / .• i 'f,/ ✓ '` '%� ✓ f.rr ! F- i LOCATION I ' EXISTING 1 1 + #10x3/4' HEX WASHER HEAD i i I GSALSS r r i '' 1 ` 3/8 ILLY TEK SCREWS O 12' O.C. 3 CONCRETE ANCHORS 8 y r ter.' E OF 7 1 - (SEE SCHEDULE ON SHEET f3) ` �J� -,.f r',+' �, '' ,✓ f' ,' . °r 13 APPUCABLE EXI511NG 1 1 ;- 11 / �,/ 1 Fes/ i .% % f f/ "✓,,'�,s . r r, lR,A65 EDGE, of-�+ / / ! .r l% .� f r IIIJ' /i r- f r / / '! ,, EDGE OF 1 SLAB IF ;f r f i ! T r 1 J t /' p fi / SLAB IF Lat'9FPALccIW APPUI:AELE •. ✓'+�' yf,r' �+' /2 , r1 f ,>',r �!' 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OR CONCRETE CK SHEET 14) POURED CONCRETE ON SHEET I . REQUIRED OR CONCRETE BLOCK ' PTIONAL CONPOCURE•ED K 00-INSTALLATIONREQUIRED � KEYSTONE IAOUNTLNG INCTeI L ennu INS CONCRETE (L HV WALL WALKOVER INSTALLATION ATI(Nu IIAXNUM A,s.o. OESC!! PREswRE: +es,_Ty ,,, t tom: wVwVU SHUTTER SPAN W' 0' )NOTEFOR L 0 - COMIRINATION t• THIS INSTALLATION SHALL. BE E. 0.. EDGE DISTANCE REMOVABLE WHEN PERFORMED I- SEE ASSEMBLYHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) ENTRANCE ADACENT TO AN OPERABLE DDT B)AOE �OH SMELT' FOR 2- MOUNTING SECTIONS CAN BE COMBINED INSTALLATION DETAILS W f (1) HV BLADE IN ANY WAY To surt MY INSTALLATION. 4 4 41)L RAT _ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 02017 TILTECO. INC. ®2017 •1°�•� NSA. ., �) � EASTERN METAL,suPPLY, INC. *, o. 3 B T A 1 T)A IL E C O tNc. AL.sl.sl.�,�,■ Kv Accordion Shutter System DADE #1 W/ OR W/O Kv WINDOW ILLADE a� Q tA� TILUT TESTING do ENGINEERING COMPANY American Shutter Systems . R Dt$a1WTWN L7Att DRAW I1Y L C ,..:. tV ,� fi355 N.W. 350. SL. VC 305. NRGflaA +s. FLaU6A 3310 Association, .Inc. , OLD T5-085 7/27/1 DATE: 07 %" A Pnon.: (3os)s71-1530 . I" : (305)87t-1s31 4268 Westroads Drive 2 - /F?NJ�I kNG`11I11 .—.a: 71 tcom West Palm Beach, FL 33407 s DRAWING No WKTER A. TILUT dt P.Et b 1 7-1 07 P.E. SEAL/SIGNATURE/DATF FLORIDA Vk IF 44167 5 ��, ANGLE. rAILS ON SHEETS 10 A 18 r� SEE NOTES ON 1..00KW6 BOOS©. NV LOCKS l•7 °f© IN T EXISTING GLASS INSTALLATIONS W% 1 HV ANa AL70MTE W LOOK ® ON SHEET 5, BLADE W HV CENTERMATES ** Era APPPPUCCAIION M ME© OR SEE EN12 WALL TION EXISTING GLASS DETAILS ON SHEETSNIOC& 8— ®•®®� O @ - ----------------------It ------------- O++.® 3 1/4• 7• S 1/2• 7' i 1/2• OR®-® I METRY 810-3/4• &MS. 0 12•F �HV NLTDE�RMATES CEN ERMATES } b MI . PARAIION �l ,/ . �• 1/2, �w�wOa • 7�w®aN 10 +®a+ 10 • 0m0.0Ff w SnNG •®�p•®�®•pay w MIN. SEPARATION ®•® ®a TO GLASS (SEE SHEET /1U, (N. OPTIONAL (INTERIOR) L _ _ IN � © Imo!►•, � �� �► �� _' f o Ed I P.E. OUT @.w ©• �w w (—EXISTING GLASS NCRETE OR 1 O • j C EBLOCK WAIL _ — — — -- — — — — —. — CENTE IN _ _ _ _ _ v+7 • �°�6+7. ®°' _ _ MIN-SEPARARON EOU EO ATES TO GLASS 5. ` W f HN_LOCK* OPTIONAL kNTE DOR ®+ ®w O ♦ ®aa�. ® (SEE SCHEDULE ON SHEET 11) YI —_—_—i---_ t(rf' f CONCRETE,F ' ANCHORS C. _ yr_ 18. O.C. e ' 3 VARIES ` 0 OUT 6 1/2• MAX. SLACK HVE HVF** 4 R.QRIDA BUILDING CODE Non High Velocity Hurricane Ion vs� 02017 71LTECO, LNC, 02017 EASTERN METAL SUPPLY, INC. 1 L E C A. S■ S.A, BERT IA NVT, Accordion Shutter System 74 ; � TILUT American Shutter Systems KV. BIADE #1 W/ OR W/O KV. WNDOW BADE ,�QAAA TESTING &ENGINEERING COMPANY sus N.w. 36-4 51, Sw .`As. wtrwA ""as, ctaapA 331 A9aOCialtOT1. Inc. MY. fic aESCMPnON I 0Aa I o .— — I C. 1 OLD 15-085 7/27/1 DAtE_ O7/27/17 Phone 1 (305)871-1530 , FmI ; (30SJ871-1531 4268 1Yestroads Orive z 1j111 °" E8u00006719 West Palm Beach, FL 33407 3 DRAWING No Y000 A TAUT Jr. P.E. 4 17-1 07 or �na�r FLORVA-U..144157 . _..___ ALTERNATE V N LOCK SO& MALE.IFEMALE"" LOC S CENTESS 8 9 LOCKERS t4YZ IT HV BLADE SEE END CONNECTION D6TLt c ON SHEM 4n & In OUT I 6tA0E®SLACx DLTFII NYF, ixDxrtrED at S4iE[I q ASTZ E{/DE®ocTls 1� Nw . a a 6 7 a 8 0 a I�GiFn ON 7NA SMLT, Nir DE USED WRH Ttog µrpt to.633a6%•lf(t�1.1f31a urSi itD oEnn� axN1N sNEn. 0 * SEE NOTE 5 FOR W LOCx® , -r EDGY, ON SNEEr 5. t sE s 9"4-n1UWAM- - - (zo21-Tz guar) LNTDE 1LtivaE Hilt SNIT NNiSaTI. PIRI � a820, K YM71FAO11&tFD Hf AVDEL CNERRY 1TxroriN, vuls�vPorc, wcx JFRS[l Dlvs4 oR EQUAL 1.I "I FA IfINMOJUJURA E I�. •®OI®r�p•. LUiL------------- -.---------- ----- --------_ -I5� s(LI30 / DArIN _�1_k, nwunr1 P_ # ©0 HV "T" LOCK (OUTSIDE) A, 3' OUT 1/4" 0-20 x 1 1/2" S.S.M.S. W/ 7/8"0 x 3/32" WINGNUT. EVG* NDD—HVD#* FLOATING. STACK ( ND9iHVB oOT IoPDDNLLI HDC=HVC SYMMETRICAL HD CENT RMATES SYMMETRICAL HD CENTERMATES W- - . LOCK ( YTCRIr1R1 W1 Qj! LOCK (INTERIOR) 13a * to .mra a+ tDaoxD RDoa ® A 0 ® w0a Da %"T 5 s wwo MR ALL CVOU-0 -ftcaaas M U" ``i L, NS�••, ✓� 0.4 t ' 02017 TLLTECO, Dac LL EC O INC.A■S■S■ A■ 02017 EASTERN NEfAL SUPPLY. iNC, Accordion Shutter System • .. OPIA ; •� ,� _��NAL E��'�,t+''� �IIIe�j1 P.E. SEAL/SIGNATURE/DATE TILLIT TESTING & ENGINEERING CQMPANY e�ss ax. 30. SL, Sa. 3M W=rA GARDM nVMA 331 PI�oDe.:.M15)671-1530 . F" : (305)871-1531 — ® Ute 18 w. WALTER A TiwT Jr. P.E. FLORDA LW- 0 44167 AmeNcan Shutter stemstEV. Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 KV. MADE g1 W/ OR W/O RV WINDOW RADE DESCRIPTION r DATE DMW En: LC. 1 -OLD 15-085 7/27/t OA1C 07/27 17 2 3 DRAWING No 17-1 07 curry i s i CONCRETE ANI a 16' (LOCATE AT ETIH R SIDE OF 9F) t/2- 1 �to:I/2' s,M.st a 16' D.C. EQ OR - POURED CONCRETE OR �!` l CONCRETE BLACK WALL !' r POURED CONCRETE OR CONCRETE REQUIRED r / WALL , f f BLOCK REQUIRED l f f r EXISTING GLASS EXISTING GLASS .� ,/f r''! ,,�` F •L — j- — -Ej k r• SEPAPWXM jr ,DISASS 'r ,� r TO. GLASS (SEE TOUK T0. MASS (SEE (SEE *', r' -SCHEDULE 1 I FOR RADE (D 50*1XI E ON SHEET 11 FOR BLADE OAAN 1/t8 x3' MAX. (6063- - i. - ON SHEET 19 FOR ®g . ON SNEt7 19 FOR EiAOIS a)& ® M. CLOSER PLATE, (LOCATE 1/2' 1 _ POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED �EXISTING G1J55 r AT EITHER 510E MIN 1 I i OF®) � I Rtox)/2• S.M.S. I I 4 USE I' OR 2' itu. -� m 16. O.C. 1 s I ----! ((AS AAP L1CABLE)x2'rl/8•x0 1 SEE DETAIL X FOR SIDE CONNECTION TO TRACKS END CONNECTION DETAIL 01 END CC /f — EXISTING GLASS / ! r , MX SEp wa,N ' lipx TO MASS (SEE f'- it F (Dop CONCRETE ✓' f' CONCRETE .�' A0 716* ON SHEET I ANCHOR O I ®B ® 12' / O 18' ` O.C. ;%^_ i/2' MIN. ` 2- � 5 e 170 R POURED CONCRETE ORCONCRETE BLOCK WALL REQUIRED ®•®a©•�a0 END CONNECTION DETAIL g P.E --�._ CUP ANGLE (6063-T6 ALLOY) AT MIDHEIGHT I (1) 010-1/2' S.M.S. TO®& WALL T TAP.C.( ANCHORS TO i SEE DETAIL X F WALL AT f' O.C. (LOCATE AT OR SIDE C ONNTECTI N iOR ® EITHER SIDE OF.©) ) OR - � �®• SEE DET EXISTNG GLASS jj UK WAW1110 70 CLASS (SEE 1EihD[ �ON SFfET t9 R �aw. 10.®4 NL.X F t 1 7 a 8 f a a SIDE CONNECTION �a[•]°'©'t�7 ® 1 .®w@'J•�®'©°' TO TRACKS l'J•®t'©,�„©,®a ql• 0q.®.f1 a.f9.CC77 Q•®a®.®p®•®phi''.® > DETAIL'tJ^�G�GS�S� END CONNEM N D�AIL 1J3 END CONNECTION D AI ONCRETE OR d REQUIRED ONLY FOR —SPANS THAN T2'-0• CONCRETE BLOCK WALL EXLSRNC REQUIRED - GLASS 4 ARAROLI 1D _. --_- --- r t/2• Mu - SREDtAE OROOR0OR /EQ 11 FON OR 8(AOE ®MID -5 ®& RR ® 4 -_ - w -- - - -- OR®OROOR� OR@ ED _ f 2:' IA1N,_- 6 OR®OR(OR ♦SEE U19 ONNS OF USE FOR BLADE SHEET SHEET 19 1 QR 1 OR i OR i OR j VIEW Y 1 OR ®' PLAN DETAIL X CONCRETE OR CONCRETE BLOCK WALL ;TION DETAIL ©O ®�®•®a�•® FLORIDA BUILDING CODE Non High Velocity HUrricone Zorn 620t7 Tt17EC 02017 EASTERN METAL SUPPLY, INC, B RT a TM Accordion Shutter System11L1ECO A S S A KV. BADE #1 W/ OR W/O KV. WNDON BADE TILUT TESTING k ENGINEERING COMPANY American Shutter systems EV. arSCAwnOK DATE 6RARN Br- LC LM Kb. J6Ua SL. Um US. VIRmw CLg0.tM ROR6t -Mir Association, Inc. I OLD is -Otis /27/0 D TC 07/27717 Fh: (305)a7I-1630 . Fax : (305)871-t531 4268 Westroods .Drive a DRAWING No a- a- taco-004O m West Palm Beach, FL 33407 3. rB_am01nt8 17-107 wuA. TER 10.Uj J.. P.E. FLARVA Uc f 44167 a -- -- MAXIMUM SHUTTER SPAN* 'L+' OR "L—" MAXIMUM SHUTTER SPAN* 'L+" (k). FOR INSTALLATIONS W/ !'rF.NIE61dA11 & or or OR "L_"'(fL) FOR W/ ONE H.Y. LOCK ® or ® or or INSTALLATIONS W/EOSIN HD LOCK (9 W/ NO LOCKING RODS or {�,tl & ¢� ONE HV LOCK lb or CENTERMATl@ 28(, 28 W/ ONE ,® W/ NO LOCKING RODS F@-T7 LOCK 30 VT/TWO LO�K NG (SEE NOTES t, tt) RODS 35 TOP &iiBOTTOM IARFF co AV00 INSTALLATIONS 0 ASMW TRIM JIF.WFVCEIUNG OOD A.S D.0. M P E PATWO WALL MOUNTING F100R/CDUNOAT ,'G 50 1 95 SCHEDULE .03 AXIMUM SHUTTER SPAN* "L+' R "L—o (ft.) INSTALLATIONS WMMEIRMLS&MERMIM & W/ ONE HV LOCKS OR W/ NO LOCKING ODS (VALID FOR MOUNTING SHEET 7) y CONCRIETE AS& DFSIM INSTALLATIONS WMLM TM FLOON/CDLINO. MOLUMUG OR (* ORA)) FLOC Ail MOUNTING 14 uro L - (If) 30 16'=0' 35 15'-2' 16'-IW 40 14'-2' tW-2" 45 /3'-4' 14'-3' 50 12'-3•. 13'-1' 55 11'-1' 11'-il' 60 10'-2' 10'-11" 65 9'-5' 10'-1' 70 -8'-9' 9-4' 75 - 8.-9. XgulAugn-LEMM CONCRETE do WOOD MANSORY WALL A. B, C. D. E. M, N, 0, P. 0. MOUNTING F. fi & L R. S, & V. FLOOR/CEILING MOUNTING G, H, I, I(, T. U. W dL X t3 0 MAXIMUM SHUTTER SPAN -L+" OR -L- FOR INSTALLATIONS INTO WOOD SHALL, BE LIMITED TO 105 pal. A.S.D. DESIGN PRESSURE RATING. t HV CORNER CENTERMATE 83 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION 12 NOTE 05, $MEET S. tt EXCEPT THAT MAXIMUM SHURER SPAN'L+' OR _'L ' AND. MAXIMUM AS.D. OESNG PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS: 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64; 72 p.s.f. AND 8'-0" SPAN. SEE MOUNTING ©ON SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 HV BLADE CNn. = 02017 TILIECO. INC. •J� I�LrE C O ,Nc, TIWT TESTING $ENGINEERING COMPANY MRW44 "FINX& FLOFMA 33 Phwn : (303)871-1530 . Fax : (M5)871-1531 o-mat Wteeooae."m • �51[•t�'••••..•••4'•�'.� L11 - v/ANAL "� '11 ` 1'j11 P.E. SEAL"lS1Gfd1�4uRF/naTF E8-0006719 nORIDA Lkw� 44167 (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE RATING. L-: MAX.. ALLOWABLE SPAN FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN. FOR WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN 'L+' FROM SCHEDULE, GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, DETERMINE MAMMUM SPAN 'L FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM DETERMINED SPAN BETWEEN 'L+' AND Z— (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL MOUNTINGS W/ FLOOR/CEILNG MOUNTINGS: FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE RATING: DETERMINE: LI+® MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2+s MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING: DETERMINE. LI MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 12-= MAX. SPAN FORFLOOR/CEILING MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN 'L1+', 'L:z+'. 'LI-' AND 'L2-" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR SPACING. A S • S • A • • American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 W21317 EASTERN METAL SUPPLY, INC. B TM Accordion Shutter Systei H.V. RAM #1 W/ OR W10 FLV. WINDOW BADE EV. DMCRIPDON wir IwAriN sr Mt27! 1 OLD 15-0135 7/27/I DATE 07/27/17 2 3 DRAWING No 1 /-107 4 wt HEADER MownNG 3._O. 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American Shutter Systems. Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 V` 2017 EASTERN METAL SUPPLY, INC. BER A H TM Accordion Shutter System H.V. BLADE #1 W/ OR W/O HV WNDIXI QAOE Y.Q DL MPTM DATE I W."N By. L.C. i I OLD 75-M5 - - Wmfl o a. ml+ fI7 DRAWING No 17-107 _ © • IINXI.1 1151 ee• .e �Moll ' >• mlt>ala�oToaa�lT� alum Mul R7tr0Q[�tD7m 0dmm TID®mvutaao - ti>1QOti7O91111 Kz"""0mmiI7[/0O[f© TSff27mQ[�ovn vOta[7p almmonol00 mmmonnno mm00IMIMIMn m®[LIDO®®tommmm0Oi� IMIM0mQ7OId0[M© min[»m IRA ®mRF7ENEEN Ex MAIM EA . I00®ml[E#II]IM10111A IDEM J000®mmmOdl3fQm0m@DODO® mmm�om®mdmmmv000©mmmvvo©a [IamtD7OIMIM11MIGI nnno©mlmmE70n0® MCA "IM IKII Q1mKEI IMMIMES me70©m0 m®�]Otrati110®tamiL]OQ[7®) �mgm000®®O mmmOmO�Om®mmO . 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ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: .(A) TO EXISTNG POURED CONCRETE (Min, re - 3 W) . ANCHORSSPACING Fr:CYIn - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS. AS MANUFACTURED BY I.T.W..W. BIALDEX. (Min. rc . 3 Lvj - 1/4'0 x 3/4• ALL POINTS SOLID -SET ANCHORS. AS DISTRIBUTED BY ALL POINTS SCREW. TAPCON OR BOLT &SPECIALTY cOMPANY. (Mtn. rc ® 3 - 1/4"0 BLVE TAP CONCRETE ANCHORS .W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. (Min. tic - 2 kso TAPCON: WITH ADVANCED THREADFORM TECHNOLOGY - 1/4'0 TAPPER+ ANCHORS AS MANUFACTURED BY PONERS FASTENERS. INC.. A40 DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORRED VENDOR REGISTERED WITH THE AMERICN SHUTTER SYSTEMS ASSOCIATION, INC. ALL POWs SOLID -SET (Mtn. 1'C - 3 ksi) BLUE TAP W/,CAP NOTES: TAPPER+ AI) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPOON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER♦` ANCHORS IS 1 3/4', AND FOR BLUE TAP W/ CAP ANCHORS, IS 1 4/2% 4 s¢ uwrAws or 113E f9R A.2) M'MMUM EMBEDMENT OF 1/4'0 a 3/4' ALL POINTS SOLUD-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE ND EMBEDMENT INTO STUCCO SHALL. BE PERURIED.. 1/4'0-20 S.S. MACIM SCREW USED SHALL BE 1 1/2' LONG BLADE ON SHM 19 MINIMUM SHOULD STUCCO EXIST, AND 1' MINIMUM FOR WALLS WITH NO STUCCO, A.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. PAVERS OR ANY VENEER BE FOUND ON THE DOSTING WALL OR FLOOR. ANCHORS SHALL BE LONG DOUGH TO REACH THE MART STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE. SHALL BE AS INDICATED INDICA ON NOTES Ai) & A2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS YAT11 OR WTHOUT METAL STUDS CONSULT THE AS INSTALLATION INTO EUFS WITH METAL STUDS SEE SHEET 20. FOR (a) TO EXISTING CONCRETE BLOCK: (ASTM C-SO) - 1/4'0 TAPCON OR TAPCON WITH ADVANCED. RMADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDER• -' 1/4'0 s 3/4' ALL POINTS. SOUO-SET ANCHORS. AS DISTRIBUTED BY ALL PANTS SCREW. BOLT & SPECIALTY COMPANY. - 1/4-0 BLUE TAP CONCRETE %HONORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. - I/s'0 TAPPER+ ANCHORS AS MANUFACTURED BY POYIERS FASTENERS, INC.. AND .01STRi81fTEO BY ALL POINTS SCREW:.BOLT & SPEC Ty COMt+AN'( oR AIiY OTHER APPROVED ACENSED OR AIIIFIORIIED vEN00R REGISTERED WITH THEAMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. NOTES: 8.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON, BLUE TAP W/ CAP ANCHORS AND TAPPER+ ANCHORS IS 1 1/4' AND TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. B.2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4' ALL POINTS SOLID -SET ANCHORS SWILL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK. NO EMBEDMENT INTO STUCCO SHALL Be PERHTTED, 1/4' 0-20 S.S. MACHINE SCREW USED SHALL BE 1 I/2' LONG MINIMUM SHOULD STUCCO EXIST, AHD 1' MINIMUM FOR WALLS WITH NO STUCCO. B.3) IN .CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS. PAVERS OR ANY VENEER BE FOUND ON THE EKISTING WALL OR FLO ANCHORS. SHALL BE LONG DOUGH TO REACH THE MAUL STRUCTURE BEHIND SAID WALL OR. FINISHES. ANCHORAGE SHALL DE AS INOKJJ ON NOTES B_I) & 8.2) ABOVE FOR INSTALLATIONS ON VINYL SIDNNG OR EIFS WITH OR WITHOUT METAL STUDS CONSULT 1HIS. ENGINEER FOR INSTALLATION INTO OFS WITH METAL. STUDS SEE SHEET 20. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER, (0) SEE SCHEDULE BELOW FOR Fner n1CT— is n 1 lrtve„c co _ 9T11 • ._ ♦1•N FOR ANCHORS. EDGE GIs MAXIMUM ANCHOR SPACINGS ARE VALID FOR. EDGE DISTANCES INDICATED BELLOW, FOREBY MULTIPLYING P0, LESS THAN THE INDICATED, REDUCE ANCHOR SPACING SHIM ON BY THE REDUCED SPACNGOOBTAINEDN OBTAINED USING FFO ACJORO SHALL NOT BULE E LESIU MINUMUM SPACU40 INDICATEO FOR EACH ANCHOR TYPE ACTUAL FACTOR EDGE TAPCON TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINT SOLID SET BLUE TAP W / TAPPER + DICTANCE E,D. MIN. SPACING - 3' MIN. SPACING a 3' MIN. SPACING - 3 1/2 .CAP WN. SPACING - 3' MIN. SPACING 3.3/4' 4' RE� & fO4PID ODNQi7E DaI01BE 9DIX POURED CONCRETE & POURED CONCRETE & POUTED MOICTE MOVE 11M 1rN Fh.r M}L ER.3 1/2' MIL EQ•2 NAY �� Cow �� Mx Ea.31/2' W7L Ea-2 IdW 3• 2 1/2' fA - 0.80 $.a 0.78 1.0 0.84 to 0.67 1.0 21 - 0.71 - - 02017 TILTECO. INC_ L E C O INS. * j TILLIT TESTING & ENGINEERING COMPANY 6355 N17 MU' SL, St- 308. VU=M "We, rLOFMA 33 Ph—: (305)871-I530 .. F- : (305)871-1531 LA1 a-m k' L1Ieco0caleoni 1 0006719 WALTER A' TAUT Jr. P.E. 1ATC FLOM" Lia 0 44167 QUA AmSmS.A. 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INC. _ IL ECO�N�. TILLIT TESTING & ENGINEERING COMPANY IM UM St.. St°. M.N. WGXA rwlottss. ttrssa :u c ,,ujqinw Phone a (305)871-15W . Fax : (30511171-1531 SSA ..... • i °-" °ie-`0o`ooa7lg WALTER A TIWT Jr. P.E. F CCSi'AQMMAYI IDC /MTt rLQRIM Ll� 1 µ517 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SCUD —SET EWE TAP TAPPER+ SEE ""CATIONS SPECIFICATIONS ON SHEET 13 0 VALID ONLY FOR UP TO +70, —75 PSF A.S.D DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE #3, SHEET 11 J) HV BLADE ONLY AnS.S.A. American Shuffer Sysfems Assocloflona Inc. 4268 Westroads Drive West Palm Beach. FL 33407 Accordion Shutter System KY. BLADE #1 W/ OR W/0 Kv WNDDW BLADE AWING No 17-107 (1� HV BLADE OR M HV BLADE W_/ I/ HV WINDOW BLADE WORKING IN UNISON* • SFE ros OF USE T�1 rY"'X 04 S'M to + NOTE$ ON ANCHORS REOUIREMENTS• WOOD SUBSTRATES, 1. ANCHORS To WALL, FIRM OR SCUD Wood. 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EL MWMUu SEPARATION TO GLASS SCHEDULE. PER ASTIR E-199& WIND 20NE UMLAUT SEPARATILN TO CULT$ T THEM 3 ,- 4 6 2s, P. CENTERMATE8Q �2�`j \ W/ 2 oR HID �� P�N,��� \1 W/O (SE NOTE 4 ABOVE) I TYPICAL M HV BLADE WORKING IN UNISOW WITH HV WINDOW BLADE t1a SHUTTER* V LWOF'' 02017TRTECO, INC. 1�,1'� *j * IL ECO,N�. TIWT TESTING &ENGINEERING COMPANY L, V' '•. p ,: , e 6355 N.w. 3HNn. st. sL. 3U3, tvHcwl G.RDFIHS.-FLaRmI 33 _ I ,I ss�oniAL OV PIN= c (305)871-1930 . Fm ; (305)B71-I531 S —@: L'4t"00001 cam r....... ES-O N6719 WALTER A. TIWT Jr. P,E P.E. SEAl-/SIGNATURE/nATF FLORIDA Lk. ! 44167 A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach. FL 33407 ligh Velocity Hurricane EASTERN METAL SUPPLY. INC. Accordion Shutter System H.V. BLADE y1 Al OR W/O H.V. WINDOW BLADE AWING No 17-1 O7 1 b1 1 iJ2'z ;MOW THICKjo VARIES YIn 0.SY4 A-653 GARDE a LEM G-60 GALV. STEEL 2' Moz. ME01L STUDS AT IV O.C. 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American Shutter Systems Association, Inc. 4268 Westroods- Drive West Palm Beach, FL 33407 Mon �x LENGTH + r ® 1/4ZOX3" BOLT MUST PENETRATE 1/4"0-20 THREADS 43 1 (4"0 ELCO 2h%UCTION PRODUCTS EAB-LOW Hp COMPONENTS SCALE 3/8 - 1- /4 x O.o3r THICK Wn. STEEL TRACK CHANNEL, GRADE 40 Aim. G-60 ASTENED- To _STUDS /2" TEK SCREWS ON XTERIOR FACE LOCATeD AT 12 W HEADER/St Erns (VIEW Y SIDE CONNECTION TO TRACK 02017 EASTERN METAL SUPPLY, INC. E T A ,)A Accordion Shutter System RV. BIADE,#I W/ OR W/O KV. WINDOW HADE Y. Na DESCRIPTION GATE DRAWN 0Y: LC.. 1 OLD is-O85 7/27/t OATS o7f27/17 DRAWING No 17-107