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HomeMy WebLinkAboutPRODUCT APPROVAL s" �r mo-, 1--ad ' .r s 1111 IN II Flonda Departmentaf BCIS Home Log In User Registration Hot Topics r Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search BusinesNv` Pof ssI M Product Approval C e USER:Public User Regulation IMMEXPIM12,1191M Product Approval Menu>Product or Application Search>Application List>Application Detail 77-71777 * �r,c FL# FL389-R5 , "R Z Application Type Revision Code Version 2010 Application Status Approved Comments Archived r 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 Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer rT Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who Walter A..Tillit,Jr. P.E. developed the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2013 Validated By John Henry Kampmann Jr. FF Validation Checklist- Hardcopy Received Certificate of Independence FL389 R5 COI ASSA certification of independence drwq 11- 192.pdf Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL389 R5 Equiv EQUIVALENT LETTER ORIGINAL.Pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/21/2011 Date Validated 12/21/2011 Date Pending FBC Approval 01/31/2012 Date Approved 04/03/2012 Date Revised 06/28/2013 Summary of Products FL# IlModel, Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3 - (Non-HVHZ) - Drwg (top and bottom) for storm protection 11-190 Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R5 II drwq 11'-190 ASSA.pdf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large Missile Level "D". Max span is 13'-0" FL389 R5 AE product evaluation drwq 11-190.1)df for 40 p.s.f. ASD negative load the HV3 blade w/o Created by Independent Third Party: Yes window blade, 5'-6"for 110 p.s.f ASD load for HV3 blade w/o window blade and 9'-6"for 62 p.s.f for HV3 blade w/window blade working in unison and 84" for 72 p.s.f. ASD load for HV3 blade w/o window blade installed into metal studs. See sheet number 5 of installation drawings for other spans and pressures. 389.2 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 1 Only- (Non-HVHZ)- (top and bottom)for storm protection Drwg 11-192 Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R5 II ASSA drwq 11-192.1)df Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large missile level"D". Max. Span is 16'-0" FL389 R5 AE ASSA Prod uctevaluationrepo rtdrwg11192.pd for 30 p.s.f negative ASD load depending on Created by Independent Third Party: Yes centermates and locking rod configuration for the HV1 blade, 8'-0"for+64, -72 p.s.f. load for HV blade i for Keystone mountings 7'-0"for+75, -75 p.s.f. for metals stud mountings and 8'-0"for 110 p.s.f. for HV1 and HV1A working in unison. See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO- (Non-HVHZ)- Drwg (top and bottom) for storm protection i 11-194 Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R5 II ASSA DRWG 11-194.pdf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large missile. Max. 16'-0"span at 30 p.s.f FL389 R5 AE ASSA Product evaluation report drwq 11- ASD load for Blade 1 and 18'-0"for Blade 2. See 194.pdf schedules on sheet 12, 25 and 28 respectively Created by Independent Third Party: Yes BackF Next Contact Us:: 1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO 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 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 emails 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 here. Product Approval Accepts: . M ® 19 securitymyrriucs GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE W ACCORDANCE WITH THE 2010 EDITION OF THE FLORIDA -BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES, DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 Or THE ABOVE MENTIONED CODE,FOR A BASIC'WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONAUTY FACTOR Kdp0.85,USING ASCE 7-10 FOR INSTALLATIONS UNDER 2010 FBC AND SHALL NOT EXCEED THE MAXIMUM(A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11, 12, 13, 14. 15, 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WINO LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA : HV BLADES O& BY MULTIPLYING THEM BY 0.6 IN ORDF3rO COMPARE THESE W/MAX.(A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11, 12, 13, 14, 15, 19 &20. - GENERAL NOTES SHEET I 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 SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER.A WIND DURATION FACTOR-CU-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. - SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR MIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1009.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICAL WINDOW BLADE&'WINDOW DETAIL —HV BLADE O 80214,01-03, #0715.01-03, 81004.01-05.01214.01-05,#0317,02-06;-#0609,01-10 AND #0210,01-11 AS PER TAS-201, TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 ARFA.?. HV BLADE M AND HV WINDOW BLADE-.S AND E-1996 STANDARDS(MISSILE LEVEL 0,WIND ZONES 1, 2 &3)&01220.01-10 AS PER TAS 201,203& 203 PROTOCOLS LARGE MISSILE. ,HERE APPLICABLE —HV WINDOW BLADE ®#0505.01—Ge AS PER ASTM E-1806 AND E-1996-(MISSILE LEVEL 0,WIND ZONES I, 2, 3)BASIC PROTECTION ONLY AND# 0725.0)-88 AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A—F,CONCRETE/BLOCK SHEET 6 2. EN BLADE AND HV WINDOW BLADE m ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G—M.CONCRETE/BLOCK SHEET 7 CENTERMATE DETAILS HV SHEET 8 3.BERTHA H.V.ACCORDION PINS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE#1422.75'AND 0140.75'RESPECTIVELY.410—ETT MINIMUM SERIES CENTERMATE ALTERNATING DETAILS HV SHEET 9 STAINLESS STEEL SCREWS WITH 135.0 kSI YIELD STRENGTH AND 180 kit 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 ITV MARKING ON THEIR HEAD. END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEEP 10 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063—TG ALLOY IS 30.0 ksi AND 35.7 ksT FOR MAXIMUM SPAN TABLES SHEET 11 6005—TS ALLAY, ANCHOR SCHEDULE— CONCRETE& BLOCK "SHEET 12 S.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ASI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 WI MIN.YIELD STRENGTH AND 90 ksi MIN.TENSILE STRENGTH. ANCHOR SCHEDULE— CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3,3.4. ANCHOR SCHEDULE—CONCRETE& BLOCK SHEET 14 6.BOLTS TO BE ASD.)A-307 GALVANIZED STEEL,OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 k31 MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE—WOOD SHEET 15 T. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE O+ : 12.1.3,14.15 AND 20 INSTAR:ATIOM.DETAILS M-R,WOOD SHEET 16 INSTALLATION DETAILS S-X;WOOD -SHEET 17 - HV BLADE©:&@ WORKING-IN UNISON:12, 13& 16. END CONNECTION DETAILS 7-12 &X. WOOD SHEET 18 e.THIS BERTHA H.V.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#5'458 179 ISSUED TO EASTERN METAL SUPPLY,INC. AR 3• HV WINDOW-BLADE &AONLY. 9.IT SHALL BE THE RESPONSIBILITY OF THE'CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL/CAULK- ALL SHUTTER COMPONENT EDGES:WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN-INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 to.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,09 OTHERS. MUST PROPERLY CLOSE ALL HV AND HD AREA 4: HV WINDQ BLADE n ONLY CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1715.8.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1715.8.2 OF THE FLORIDA BUILDING CODE. 12.BERTHA HV,ACCORDION SHUTTER 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.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P,E,D. (q)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E•D.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (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 REESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)THIS P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT, FLORIDA BUILDING CODE(Nan Nigh Velocity Hurricane Zone LIIIis", ®2011 EASTERN METAL SUPPLY,INC. THA NvT1 Vj\O E,.�N Accordion Shutter System Hv. eLone T wi oh-wio H.V.WINDOW etAOE.o�4, iVVZ,��. - American Shutter Systems REV.No DESCRIPTION DATE D WN BY: A0. b: �¢ TILLIT TESTING & ENGINEERING COMPANY AggOCiat)On, Inc. 1 OLD 11-063 11/29/11 0.RE 11 29/1t 055 N.W.35th-SL,Ste.305,NRCINA GARDENS.FRIG 3.1166 y . STATF nF- _�' pone:(3a5)e71-1530.Fox:(3as)e71-1531 4268 Westroads Drive 2 DRAWING No Qom'•F c11eEo9eel.cem West Palm Beach. FL 33407 3 -_F .�O1?V.,.',F ,:` ®-0006719 4 11-192 -=ss/0 kk +11R wFLORIDA u wp 44Lfi7E 5 SHEET P.E�3ad99Tt(lk/DATE 6 OF 20 4 h 3'�FMR 11n00N MADE IF o N VARIES .918' 1.491- m S 7 A� 1.200' 4y,� c 0.454' off. .09 m k.3 0 3�4` Ly]85• e M1 4.857" 99' . 375" 1 ' ' �Q p• 1 HV_SOLID BLADE �HV sD• 160• C EKED UNDER US PATENT # 545 179 �HV UNIVERSAL. FLOATER QUALIFIED FOR USE w/ QUALIFIED FOR USE W/ HV BLADEU 4. HV DIRECT - - HV BLADE Q * 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W HV 6063-76 ALLOY AND TEMPE -SEE UMITATIONS OF USE OF BLADEON SHEET 19 - BLADE(1) ,37• m - 6063-T6 ALLOY AND TEMPER 3.2" 1 5 0" 6063-T6 ALLOY Ah''0D TEMPER ,144• 0 085' v 2.670" 3.550 i0 �) .994• .70" 1.216" `"mo' 072 0 :842 Ir p r n 1 !. -- - (�HV AMJ. AR 4 1 .9 75• 0o qunuFlEO FOR usE w/ Hv(::� ®HT. V WALK-OVER TRACK .920 BLADE 1p QUALIFIED FOR USE W/ HV 9O HV TRENCH ?RACK 55' MPER 3 so 806 - BLADE 1 QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY A TEMPER BLADEQoNLY. 1D HV RAINGUARD ( ';�tlD i^I rn 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER VARIES QUALIFIED FOR U($E W/ HV a 1.938" BLADE I) 1' 1.915" VARIES 1.936• 6063-TG ALLOY ARD TEMPER a.. a 1917'. 'g 'o az. 0 083' 083• .083' $ .083" g 093" .093• _ .060" .09'' 093`oI 1� ..OBD• .060' � 670 _�T} $ nz, • 4- 870 1 \ ep. 670 1.686' 3.52W 9• 0 ®`��� 3.510' 1 HV .HEADER SILL 11 HV-CEILING HEADER �► El NG HF 0 UFlED FOR USE W/ HV BLADE ONLY, OUAUFIED'FOR USE-%.' HV BLADE 1 NLY (I� 6063-T6 ALLOY AND TEMPE "QUALIFlED FOR USE W/ HV LADE 1O SEE SECTIONS FOR VALIDITY.- SEE SECTIONS FOR VALID QUALIFIED FOR USE W/ HV 6003-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND T BLADE 10 ONLY. 063-T6 ALLOY AND PER COMPONENT A B T7 T2 MN.%MN•Y M11 L t' 1' .062• 17 O 2- 5-MAX. 1/6' I/6- 18 2" 5•MAX. 0.192" 0.192- l % (1�G SIDE ANGLES CORNER POSTS QUALIFIED FOR USE W/ HV ALUMINUM ANGLES 19 2.5' 7"MAX. 0.190" 0.190• UAUFIED FOR USE W/ HV BLADE QUAUFIED FOR USE W/ HV BLADE Q 6063=T6 ALLOY AND TEMPER BLADE lO ONLY, 2' 5"MAX, 0.139' 0.131" 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(bon High Velocity Hurricane tone 012011 EASTERN METAL SUPPLY,INC. 1111,10T A TM - ► �� Accordion Shutter System L E C ® INC. ■ ! © ■ HV. GLACE#1 W/OR W/O H.V.WINDQW BLADE ry,4^167American Shutter Stems •-%• `/• 7. Y EV.No OESCRIPnON GATE DRAWN BY: A.G. TICCIT TESTING k-ENGINEERING COMPANY ASSOOIOtiOn', {n0. 1 OLO 11-063 11/29/11 GATE: 11/29 11 w3a n.N.xm.st.,s�..3a5,mRciNu rwcr+ls,nnww 331a6 "�• Ph­:(305)071-1530.Fox:(305)871-1531 4268 Westroads Drive 2 DRAWING No a-mail:tllteaaoaai.aam West Palm Beach, FL 33407 3 t 1-192 •tic ''•r�OR14p:'\� T` Ee-oo06719 �s ......•.••••3�\`1111 WFLORIO/.R A.TILLI 44167E 5 P.� J1�L} NSt RE/DATE 6 SHEET OF x a 4.570' .454 fi60�2.2113' __. 929" °.774' FUt HELD -' iHPE4 D DIE CAST 13+AMEL 1/4-10 2.2 .745" c O 9,S.M.S. BAI@0 PAINTED THRFAOED� DIE GST M1 M (1 ttP.) p HWSWO ENAMEL RqJ O• 0' m !V 6 (� _ i0 DARED PAINTED oI 0RE59 TURN 875' " .318_, ,� S •. O, _ p 9PASS CiLNOER BRA56 Cri1H0ER O' 0 4 4'AOJ • N f m P KEYS(CHROME (CH.+S C PLATED) 21 HV CENTERMATE m ® OCA) ® HY EGRESS �.00K QUA ED FOR USE W/ HV BLADE(J& I ONLY � FLOATING E s, g4D s .325 n m�' 063 T6 ALLOY AND TEMPER QUA ED FOR USE W/ HV BLADE 1'& lA ONLY ° �'i� 3.023' l 875" - QUALIFIED FOR USE W/+IV QUALIFIED FOR USE W/ HV 6063-TG ALLOY AND TEMPER 2' HV CORNER CENTERMATE BLADE Qt & ®ONLY. BLADE 1Q& ®ONLY. 1 AIIFIED FOR UNE W/ HV BLADEQ)ONLY 2.674' 6063-T6 ALLOY AND TEMPER PLASTIC HEAD 1318' 1.756' 922' CO 5' .2 'E{OLDSCREWnil— n � I � � Lp 2.079` 1.753' i 760'AFTER RNETING 1 4" 2 X3 Q" BEFORE RIMING L Y 9— 4".o►-2p OHM ; S.S...THUMBSCREIK 1/ o! *6ERE6 9444 ALUMINUM(2024-T3/11.OY)LARGE FIANCE THIN m I 1.150 I� i_ 1750' � m .822' s"�T ,PMT#002✓TA RED BY AVOEL PLAN FRONT ELEVATION " " CHT MffORN,PMSIPPENY,NEW JERSEY R EQUAL. 4.566' Q LOCKER FOR_"j" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE 1 ONLY ® HV FEMALE "T" LOCK CENTERMATE ® HV "T" LOCK HV ALTERNATIVE_LOCK 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BDE 1DONLY QUALIFIED FOR USE W/ HV BLADEnONLY W/HV-BLADEQt ONLY. BLADE16ONLY. 6083-76 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPEFF''' 1.917 1A 7' Sr _- 3.161 • _ m 432 D .-THUMBTURN .087' m 4 17030 MI DER.OR .214' b .-083" ,O6I` L'- vKEY CYLINDER :214' vx vH •- 1°'b .545" o n 0.675'Min. m1 .125"MOY. 31HD QIENTERMATE W/ NO WCKING ROD D CENTERMATE 1 LOCKING 10 QUALIFIED FOR USE W/ HV BLADE 1 & A QUALIFIED FOR USE W/ HV BLADE 1 & 1A 6063-T6 ALLOY AND TEMPER #3 D EN. INSERT 6063-T6 ALLOY AND TEMPER VARIES. tz'MIN. QUALIFIED FOR USEW/ HV BDE 1 & $.S.OR 3/8'0-I6 1 130' 6063-T6 ALLOY ND TEMPER t1/2' - MUMSTURN ACETAI.IHUUBSCREWS. D CYUNOER (EEE DETAILS O _ OR KE 1.57'Mtn. CYLINDEY R IQCKING_ROD */1. 1 QU IEGFOR USE W/ HV GLAD 7 t/4'° ® OC 60fi3-T6 ALLOY AND TEMPER ( HV 1,/4" 0 Z0.AI$I 3Q4 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. L3IN TAWITfON WILL REQUIRE A /16" HOLE �SERJE$ S.S. THIJMBSCREWS� QUALIFIED FOR USE W/ HV BLADEO7 & O �DRRILLE AT TRACKS FOR PR EMBEDMENT QUALIFI D FOR USE W/ HV B Ei� QUALIFIED FOR USE W/ HV BLADE 1Q FLORIDA BUILDING CODE Don High 'velocity Hurricane Zone, 02011 EASTERN METAL SUPPLY,INC. 1j11 �� 17 Accordion Shutter System r 14,1 Ky.BLADE#11 w/OR w/o H.V.WINDOW MADE r.67 American Shutter Systema IEV.N° DESCRIPnoN DATE DRAWN BY: A.G. TILLIT TESTING & ENGINEERING COMPANY STATE nF 0u' N.N.36b.SL,SIC 305.VRGINN GARDENS,FXMDA MI Association, Inc. I OLD 11-083 11/29/11 GATE: 11/29/11 r• Ph...:(MS)871-1530•F°Y:(305)871-1571 4268 Westroads Drive 2 DRAWING No �CORIDP.: m°®ra�fio°ol'°om West Palm Beach, FL 33407 3 1_ 9rZ - 51/......."'•\ZX`1111 WALTEi A.TIWT JT.P.E. 5 SHEET 103 I �L TuN�/DATE FLORIDA u°. 44167 6 3 OF 20 SHUTTER ASSEMEIL ED CHU - I HV_Q, HV 3/80 -! 12'IAIN. LEIIA IE TO BLADE HV BLADE I41 4 E GE L rT HV BLADE IA " BLADE .0625, 1=X-X .0825 .0625 _HV LONG RECESSED NYLON BUSHING OLADCS .1875" Y M KNUCKLE DUS':g 9 6 3 (r1p) O'C t HV SHORT RECESSED NYLON BUSHING HV NYLON HAT WASHER 0 0OR (B FIAT PORTION .7 0 R710 _�W-WHEEL CARRIAGE AISI 302-303 SERIES in 0.87ON3/16" THICK NYLON WHEEL 2 7/9'MIN, W WINDOW 0.188"o AJSI 302 SERIES S,S. RIVETS 315'o CLEAR SEPARATION 03. 57500' DENIEEN OS25' 25' HV 1 3/4-ACCORDION PIN W/ #15 HEAD EXTERIOR SLADE' OPENINGS -t S NPOS 1-Y HV 2 3/4"ACCORDION PIN W/ #8 HEAD ON 41 471p iL2 CLEAR POLYCARBONATE IMPACT RESISTANT W WINDOW SMIEEN 12 Rl Off TYPICAL HV WINDOW eL612E AND -LAPS TAIL 3 DOR or N.T.S % OTC ,EIX,E,lTlllR) POLYCARBO E IMPACT REStSTANT-by-MU120 A BAYER MAKROLON 3103 POLYCARBONATE y 12'MIN,CLEA ZA qCE RESINS, UV-STABILIZED GRADE OR SABIC ORKNII=U NM Ar A TO-BLADE SC n)M INNOVATIVE PLASTIC-LEXAN 103 RESIN -EXTERI .BLADE :�POR R (SEE NOTE 'F" ON SHEET.19). Kv 9.2 1. 1 1 J] ' d1l (D 0 ,(9 I 1 1- _(1 I HV T9N (9 SHALL ALWAYS BE USED AT-ALL EXTERIOR' BOTTOM, KNUCKLES OF HV ACCORDION SYSTEM W/ HV@ ORPOLYCARBONATE-SOURCES FORC4) HV (9 BLADE. EXTERIOR APED MuLT WICAL SHYM[t.-ASSEMBLY typ�PROPSMES (2) HV PIN @ MAY BE USED IN LIEU OF 0 AND ONLY AT HV PIN @ ORA AT REFOn.M 11 AT o� EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 10 00.3241-\ BLADE'S'S UCKLE BLADE WHEN CORRESPONDING TO INSTALLATION "ll", SHEET 7. {SEE SpEcane apmly ASTIM 0792 O�j A.' 0.043 lb"4 REQUIREMENTS) MU SfKNM AV,0138 9,400 p...;. IADD P.1:. vlvma�57MM AT AM P700 312AM P.L 13 P..;.(3) HV PIN @ OR © W/ 1/2" O.D. 1/16" THICK S.S. WASHER Fuxullk 40" ASOM Ono -0=P.-J. 34'54x0oa P�i. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, SHEET-l J i i NOTdHED 1200 Asm 0256 1.ET-MA, 0 Fr-lb/. 93`09E OvMf`V AM=43 47.2 9 $41 If N LAYOUT MM OF BURNNO ASTM 0533 C-1 C1AS9 d-1 CRASS 8. Sw WN"M AM 07929 1010-F goo WE&TRIER : ) 4 6155 TENSILE STWO41 WTM WEAN-Afid AST14 8389302 p.j Sato P.,.I. HV -BLADE SOLID .& HV WINDOW.-BLADE DETAILS, 1043E STRESS Qum__-J)(Mw I ASTM ISM 801;:7 1 'M P.1 N.T.S. FLORIDA BUILDING CODE Non High Velocity Hurricane Zone it A. (P 1011 EASTEASTERNMETAL SUPPLY,INC. ........... BERTH—AW—Tm 11LIECOINC. Accordion Shutter System 167 H.V. MAX#1 W/OR W/O KV.WINDOW BLAbE American Shutter Systems Am 14DESCRIPTION DATE DRAWN BY: A.G. TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 11-063 11/29/1 —1 STATE nF a355 NIX,360'.S L.St,.305,MRONA GARDENS.FWROA 331e6 ...... (305)971-1530.Fe.t'(305)271-1531 2 k,- 4268 Westroods Drive 6-mat:t8taco426ot.eon WasL Po[m Beach, FL 33407 3 DRAWING Na E-0008719 ........... WALTER TILUT Jn P.E. 1-192 lN fit 4" 4 FLORIDA Lle.j 44w 5 P-E. Tlk#ff/DATE SHEET 4 OF 20 tj A e D '— '• 7 N N s T D �.�4§�� *NOTES ON HVL K5 AND GENTERMATES• , MAMOATORY CONDTTTON it-ONE HV LOCK I&or��SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12 ABOVE ORB OW 2 OF SHUTTER SPAN"FOR SPANS UP TO 105 AND FOR INSTA TIONS Ar ANY ELEVATION.HV LOCK U ar 4 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED Tp"EI OR Lr, � � CENTERMATES W/(2) 1/4"a-20 x 1/2"LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL DE AS INDICATED ON (:1-0:.'« TYPICAL SHUTTER ELEVATION, 1« ° 2. N-.s!<11 IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS OR r�$MAY 8E USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMA7ES Y 1 OR Q'SHALL BE AS INDICATED ON NOTE (1)ABOVE. oB"Hv8 F LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. a 3. ���,�{ �•� USED WhWO H V LOCKI LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY 4°R'E.''/""'E°.1oti O^*joa`Z:/ '2 BE USED IF D SIRED TO ENHANCE SHUTTER PERFO MANCE. LOCKING RODS q OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). & r 4. ONE HV LOCK Q Q SHALL BE USED AT CORNER CENTERMATES FOR ANY$PAN - AND INSTALLATIONS AT ANY ELEVATION, HV LOCK 2 or®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, H q ATTACHED TO BOTTOMCORNER CENTERMATE W/(2) 1/ -20 x 1/2"LONG FLAT HEAD S.S, M.S. TWO LOCKING RODS d ��- MAXAT MUM&SHUTTER SPAAN SHALL BE DETERMINED NED ASON OF LOCK SHALL BE AS PER SCHEDULES SHOWNATED ON ON SHEET 112 AL SHUTTER ELEVATION, V c 'gagttbe� ��l>< B O gQi3gh_ a � ALTERNATE MY LOCK- MAY BE USED IN LIEU OF HV LOCK(?l or FOR ANY SPAN AND 1 A9 LOCK iNSTALLATIONE0N5 AT ANY ELEVATION.ARNATE LOCK @ MAY BE USED AS AN INSIDE E OR OUTSIDE LOCK.ATTACHMENT OF 1/4"0-260/4S.S.THUMBSCREW TO 101 OR®CENTERMATES SHALL BE MADE W/ 1/4"0-200/4"ALUM. r M Nrg IIIh RIVNVT AS SHOWN ON SECTION WE. SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAS! OR TWO P. LOCKS AS 1/3 OF SHUTTER SPAN. 6.-HANDA'roRY CONDRION ip�. R,[(��[[x41'MO am.INMI MONS• ONE HV_LOCK 0 or 8 or er SHALL BE _ USED-AT 1/2 OF SHUTTER SPAN FOR-ANY.SPAN OR-12"ABOVE OR--BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP I TO 9e',ANO-FOR INSTALLATIONS AT ANY ELEVATION, HV LOCK(a or Mor®MAY BE USED,AS AN INSIDE OR 1 OUTSIDE LOCK,ATTACHED TO'@ or 0 SYMMETRICAL CENTERMATES W (2) 1/4"-20 x 1/2"-LONG FLAT HEAD S,S, SEE ENDCONNECTION M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION, USE OF LOCKING RODS W/� CONNECTION ,,,...yyy,, -OR 10 70P AND BOTTOM IS COMPLETELY MANOATORY. DETAILS 10 0 ( J K L k P ¢ R Y W % SHEETS 10& YYY 18 TYP.FULL 11 HEIGHT, OF CORNER *NOTES ON HV "T" LOCK$ AND C1=NTERMAIES: Ira xI0 1.SECNE A TO µAMO.ATORY CONDRION {1 Y 11Q nti_LY K'QR_NV�Mk( AND�FTy�I,-RTES®A_y CENTERMATE } :4NE ALTERNATE HV"T LOCK 6O MAY BE IN5T�LLED IN UEU OF HY LOCKS¢ OR FDR ANY SPAN AN4 a oR�cq 6(J+'(�] 6R$gym Cid.•®on Il75TALLAT70N AT ANY EI.ElIAT10N. ALT1=(3NATE LOCK Q, AY BE U5ED AS AN INSIDE OR OUj'SIDE LOCK. ATTACHMENT OF LOCK®INCLUDES USING REINfORClNG LOCKER .AS SHOWN ON SECTION HVG, SHEET 9,WHICH MUST BE 1O' `J°I'©•Qan I�+r j oR CONNECTED TO CENIRMATES AND®W/ 1/4-P 20 x 1 1/2"LONG S,S.THREADED BpLT'N/7J8"P K 3/32" WMANX'tpMU.AOdVE ANO BELOWIMIOSPAN. USEOOF TWO"LOC iKNG RIODSTr`3�5 TOP ANQLOCK Y 88OTOMT S MAN AibRYP OR 12" •l`.Yl��`'1,J61i;}'�as �•�DR�.Q«1s.���•� � 1, HO 0 K EI W/ND[h R'AT s('�}OR t3�Nl 6y• ONE ALTERNATE HD LOCK MAYBE USED IN UEU OF .�,Y L nl NY BLADE SHUTTER ELEYA-TION HY LDCKS 2�r OR '�'yp (2�FOR ANY SPAN ANO INSTALLATIONS AT ANY.ELEVATION.ALTERNATE HO LACK t�4 MAY BE USED N.T.S. AS AN INS@E OR OUTSIDE LOCK.ATTApNMENT 6F Hb LOCK TO t5 W/3�6.K JjB"F.H. S.S.M.S.,ANO INCLUDES REINFORCEMENT INSERT AS SHbWN ON SECTONS HDB-HV 'A1vD OC-HVC,SHEET i0. LOCK MAY BE INST,4LLE0 AT PAN OR 12"MAXIMUM DELOW OR ABOVE MiDSPAN.USE OF LOCKING REDS IS COMPLETELY OPT{ONAL. LD.IO tlILO D pn igtt etbcity arridane one "I"�[{A. r( C 2011 EASTERN METAL SUPPLY,INC. -HVT11L�P ,_„_ _,,,,A�... ■f is ?tom M ,�"�' ___=' �ii� accordion Shutter System 1 c, a • a sa H.V. BLADE#T W/OR W/O KY.VMV RA),_7 % 1jy ifs yr INEE American Shutter-Systems TILLIT TESTING tx ENGINEERING COMPANY y LY.N DCSCRIanON DATE MAWN BY: A.G. `�''• STATE OF Q ��� M5 N.N.36th.3L,Ste.305."GMA GARDENS,FLORIDA 33105 As80C1atIonE -}no. 1 OLD 11-063 11/29111 wTa: 17129111 C �--r °1+ Phone:(305)871-1530.Fae 1(305)871-1531 4268 Westroads Drive 2 Ler ,ORIC) \ 1` a-moa:dihaooacLcon Wes; Palm Beach, FL 33407 3 -DR AWING No SIO••n•4•'••1�\1111 WALTER A T1Ui1 do P,E 4 1 1^ .—ri L NAL FrF1 FLORIDA U.j 44167 5 SHEET P.E. aAte/SIGAiAIrURE/DATE s 5 OF 20 CHCRETE ANCHORS POURED CONCRETE POURED OR CONCRETE BLOCK POURED CONCRETE (SEE SCHEDULE ON REQUIRED 1/4'0-200/4'S.S, SHEET 13) CONCRETE ANCHORS MACHINE SCREWS CONCRETE RE0 IRED SEE SCHEDULE ON W/ 1/4"-20 REOUIRFD I ECR ( NUTS 07 12"OX. CONCRETE ANCHORS f 1©18 J�A zE�tONE(SEE NOUNPM MON SHM 7) / SHEET 13) (SEE SCHEDULE ON SHEET 13) I" 1' -- 1 2 OR�4� Min. I/4'30-2az3/4'S.S. Min. --- I { _ ___ -Eq Eq- CHINE SCREWS EQ EQ USING 1/4"-20 NUTS - - 19 1 1 ® 12.O.C. 1/" E.0.� XA, ( F- - ;LIE 5 13 .250.rEi{ ' OPTIONAL I { I �Pnw& fSTWPATPSNTo I (�1' �(m j OR �® I I EXISRNc I (MW.SEPARATION TO GLASS 1 OJ 9EE7 1A FOR 1 I I ,I 1 GLASSJ`SEE SCHEDULE ON SHEEP 11) EXISTING a,.�pg FO MIN.SEPARATION TO GLASS 1 ' r CLASS---i (SEE SCHEDULE ON SHEET I1) ExGLASSCS I { -Hy WALL HF'4D R INSTALLATION QA )iy_WALL HEA�,j� INSTALI�T1Q11 C` (9) HV WALL HEADER INSTALLATION + KEYSJON 1 MIN.SEPARATION TO CLASS EXISTING I I —(SEE SCHEDULE ON SHEET 11) I 1 { { EXISTING_ GLASS-! ropK2 CT i I III-1r�OR (�� MIN.SEPARATION To GLASS I {I 1 GLASS 1'�F�f3tWaE�k>} `(SEE SCHEDULE ON SHEET ii) VJDE9�kr EXISTING OPTIONAL I GLASS— / I I 1111 I�OPTIONAL Ili I{I.fi/4" t _.)3 aR 15 f EQ ED-( 13 OR 1© / I.] -- 2 OR 14 -- -- 1/4"0-2003//4"S.S. 010. O `7--- EO EQ PHILLIPS TR SS HEAD 11/4'a-2003/4°S.S. PHILLIPS MACHINE TR SSS USING CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS �--CONCRETE ANCHORS 1 7 oR 1 8 1° 1/4"-20 NUTS® 12.O.C. (SEE SCHEDULE ON W/ 1/4'-20 NUTS® 12"O.C. (SEE SCHEDULE ON SHEET 13) MITI, POURED CONCRETE SHEET 13) OR CONCRETE ELOCK POURED CONCRETE REQUIRED OR CONCRETE BLOCK / , NCRETE ANCHORS WALL PECUIRED OO HV WALL SHL INSTALLATION J (SEE SCHEOUL7 ON n HV WALL SILL INSTALLATION. POURED CONCRETE-V 14) OR CONCRETE BLOCk WALL REQUIRED O BY WALL SILL.INSTALLATION NOTE mR COMBINATION OF SECTIONS: INSTALLATION D ETAI.LS W I- SEE SHEET 4 FOR TYPICAL SHUTTER t E D. EDGE DISTANCE • SEE LIMITATIONS OF USE FOR H V B LA.D E ASSEMBLY SEE SPECIFICATIONS ON SHEET I3) BLADE to ON SHEET 19. 2-MOUNTING SECTIONS CAN-1 S COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. FLORIDA l3UILDINO CODE(Ron High Velocity HLrricane_'Lone (j070 FQ 2011 EASTERN METAL SUPPLY. INC. OMHA ........ ✓ Y75 TM `;• �cENs _ ee Accordion Shutter System �o , ® ! ! ! KV. BADE#1 W/O(2 W/0 H V, W1NOOd/BADE -Not6T` American Shutter Systems EY.Na OESCRIPIION 9Are DRAWN fly: Aa. TILLIT TESTING & ENGINEERING COMPANY Assocfatfon, (nQ. 1 OLD 11-063 11/24/:1 oAie: 11 29/11 6357 N.x.3GM.SL,Ste.303.NRGMIA aARCEN9.FLOMOA_3188 C)'•. FTA7F n cy 4268 Westroods Drive 3 —ij--�I Pnon<:(305)071-1530.Faz:(305)671-1531 DRAWING No c P• ;ry �� e—mail:Olteca0aol,cam West Palm Beach. FL 33407 3 11-192 c •..�ORID, 1, EB-0006719 4 F .. �� 11 WALTER A.TILT Jr.P.E. U 11 FLORIDA U' /44167 1 SHEET P.E"'S .. ..RA'V /DATE 6 6 OF 20 POURED .,_CONCRETE ANCHORS sInfitam CONCRETE (SEE SCHEDULE ON SHEET 13) , m sLY TOR ' REQUIRED t 5a#i{AE ax{9fEr 1 + EXISTING i 1 ' µ'+�=Knox I 1 ^. EDGE Of -;11 FOR 91IDEm MO GLASS—1 (-(SEE 5GME9Nf ON, --•SLAB IF w 9,07 1D Ffki , In N,SkPNurpv y 91EkT I I) APPLICABLE EXISTING I Es T2 • j. { ; , GLASS I I 1 aI$¢S*111 I ALTERNATEAN 1 I i 1.0CACTHION i i i I, EXISTING GLASS 1 ' OR i ' 1 IIIPx3f4°HEX WAS HEAD i i I I 3 oR l$ e 3/e Nth. iEK SCREWS a 12"O,C. EDGE OF(�'� 3/a NIH. CONCRETE ANCHORS 8 LAB IF ii I I_��� (D+ T (SEE SCHEDULE ON SHEET 13) E I APPLICABLE EXISTINGtEDGE OF GLASS—, II r EDGE OF 1 I ` 11� I SLAB F I SLAB IF / a //1/2- 1 •'�EiGE OF APPLK;ABLE O I yN St•FAgitlw APPLICABLE £.Q. E:Q. f --SLAB IF TO aA� POURED E D POURED 'I rEaXc{NA>S I POURED CONCRETE CONCRETE (SEE SCHEDULEHIM RETE ON SHEET w stir la TOR I OR '.NGRETE REOUIRED FLAT HEAD CONCRETE ANCHORS REQUIRED ) RA (D1Q111 I _ REQUIRED E •� (SEE SCHEDULE ON SHEET 14) I1 IRMCH.-INSTALLAT10H VALID ONLY FOR UP To 4.70, PSF A.S.E. HV FLOOR INS1ALLLt� OOTION t V- WALK-OVR INr+TALIA1,10- DESIGN RES8URE RATING Ec FORfi$PANS PEA - ...---------- _—..__,--_ SCHEDULE A3, SHEET 11 O CONCRETE ANCHORS NasCPAIUiIOk senwna ,�--"'tui (SEE SCHEDULE Y1N7 GLaiS —,_..( SmutEs ji SHEET..i�S) EXISTING EXISTING EXISTING GLASS GLASS wsmanxroaIZ CLASS- IGOIitT.(SO'FEIPAIEtL./YCW4H("TNS0 OEEURtMwNaOJTTAAOEIN-RR�T?D-UFGO1R/�aL 4TNNTMA0ARPXFCA.P'OLO1NNFMyOfM oa FASPOIStS TAPPD4 kIGHORS'WWtt 4T//A oN SNCE3r/IB Q 4, 1/21M/°A 4X" SE aXA¢ 9N it) t( t 3/4'RaEMBEDMENT a G FOR UP TG 6'-0'SPAN AND 4'O-0,-,FCR SPANS IAACER THOM a SERANT AT . N;;; s 3 WASHR41-1E0 MAX, 7 SCREWS #14N3L4' HEX HEAD -0 12'OC. ... TEK SCREWS 9"O.C. 1 _ __ I 1 3L 8' I I �w. OR 1/4'0-20 5.5,ps. i OOtiCRETE AF1CNOftS , _ _ 8 7 ._31 @14x3/45.0.5. ___ �11A°4-2o+3/4'as M9 yO Mar. •�'' •'•'.,'`.'v USM 1/4'0-20 NUTS W/NUT 47 9'O,C. ( SHEETS I4EDULE ON „ i m 9°O.C. __ _ "-- - Ewm NON STRUMM J EDGE OF Ste) I SLAB IF I7 18 �LYT4:3/4"F.H.SA.S. t'Mtti••:: E'D yv NAU.TRIM 1 7/8" T 7/8 APPLICABLE CONCRETE ANCHORS a 9'O.C. ,r. .....:.••: ' POURTD CCNCRErE 0 1 SEE NOTE f 3(b) I• ' ' RE0UIREO 0. OREDCONCRETE:BLOCK SHEET'14 SCHEDULE ON ON SHEET 1 POURED CONCRETE SE 13(p) REQUIRED OR CONCRETE BLOCK OPTIONAL POURED REQUIRED CONCRETE- (g HV WPI i FLOOR' fNSTAI I ATIn�( © HV WALL WALK-OVER IN�IAt I A710N E ON MOUNTING INSTTAt I ATION I MAXIMUM A.5.0.DESIGN PRESSLAYE:+a{;72 f RECLJIRED NA"UM SMUTIER SPAN aE-a Q HV RAINGUAD INSTALWIOtN t HIM, NOTE FOR COMBINATION OF aE PONa; 'i'THIS INSTALLATION SHALL BE E.D, -EDGE DISTANCE REMOVABLE WHEN PERFORMED I-SEE SHEET 4 FOR TYPICAL SHUTTER. (SEE SPECIFICATIONS DN SHEET!3) ADJACENT TO AN OPERABLE EXIT "�SEE LIM A71ONS OF USE FOR ASSEMBLY OR ENTRANCE BLADE 1(' ON SHEET I9 INSTAL DETAILS• W,/ Q HV BLADE _ 2-MOUNTING.SECTIONS CAN BE COMBINED "—"— - IN ANY WAY TO SUIT NIY INSTALLATION. jpsiiart. FLORIDA BUILDING CODE(Non 'High Velocity Hurricane Zone 02011 EASTERN METAL SUPPLY,INC. BERTHA HV, f Q N� Accordion Shutter System ';✓lliv4. _= KV. AnrI w/OR w/o Kv. wlrroow BLADE TiLLiT TESTING & ENGINEERING COMPANY Amedean ShU'tfer Systems .y,N acscR"ON OATV DRAWN en AG. •' cSTA OF _,� ,AxN 4as4 N,M.34th.SI.,St-309,WOlItA GAACEN9,FWMDA MISS Assocfatlon, Inc. 1 OLD 11-083 11/29/11 DATE: 11/29/11 4. (308)871-1530.Fax t(305)971-1531 4268 Westroods {)rive 2 p �...` 4-mall_,LiCcBa19 West Palm Beach, FL 33407 3 DRAWING No .V ONAt.�' rtl YOU.TER A TKUT Jr.P.E. 4 11-192 P.E.5E'RS�91131 TURE/DATE FLORIDA ua.i 4"97 5 SHEET 9 7 OF 20 SFE-END WALL CONN EETS 10 1 a SFE NOTES W LOCKING RODS®.HV LOCKS o u T ga I N I N STA LLAT I O N S W j 1 H V *BLADE SLACK ALTERNATEAND IIV LOU I®ON SHEET ALL �Exlsnrlc ouLss KVF FOR B LA D E W HV C E N T E R M AT E S cEHTERMATEs APPLICATION YAnI euOEOi H OR SEE END WALL CONNECTION f-EXISnNG GLASS DETAILS ON SHEETS 10 aE 18 1 ` ((3)+O+©OR©4O+Q8F 1 ___—_.-----------------�--_—_--__--_—_----__ 6 1/2" 7,. (8083-TB ALLOY)ALUM. 3 1/4. OPPOSING SYMMETRYCAL ANGLE W/(2) 1/oro TAPCON I 1/2° AN.HOFRS TO CONCRETE I I('-" CE ATES CENT S MIN. SEPARATION (TOP/BOTTOM)k , #10.3/+'S.M.S.® 12• J HV LOC o 5 ay/ HV LOCK or ` To CLASS (4)#10.1/2•S.M.S.TO TUBE — O,C.FULL LENG'1T. (SEE-SCHEDULE AT EACH ANGLE. 5 I �• I N 35* ON SHEET 11) - �I 1 I I 5 * Wi 1 - r ® pO a ® OUT *HVR �_ - - m POURED ORHV STINGGLASS CONCRETE BLOCK'HALL _ O6 * 7 + m 6 7 �l 10+ 5 3 _ O �`©+�—� ------- ---------O 0—�+�a +©�R-_— ----- REOUI(3E0 _FJ(ISTIHG +UGtr�'("IR+'-�°R L SYMMETRICAL * 1N �` -`©°P©-" `� MIN.SEPARATION- ,\ OLA55 TO CHEDU "5 / g .���, �x�ssrs CENTERMATES* QQ+®�1�*��+�'�.GR (sNE SCHEDULE e W/ HV LOCK_(- O ERIOR ON SHEET 11) oR °i � INTERIOR) NLN.SE TION ®+® •z nv�+® - TO GLASS IN OPTION® 3 ------- --- - _____ ----]- (SEE SCHEDULE (INTERIOR) —"-- ------ ON SHEEP 11) --"—' I O U T CONCRETE L — — — 1 1 1 ANCHOR 16, 0.® --�----- 0 w 2 * � VARIES 3 90' * a ® `fy' on ® OUT 6 1/2*MAX.SLACK 3 * C (EXTERIOR) FIVE ' our J I•Iy L. WVF** HVD FLORIDA BUILDING.CODE(Han High Velocity Hurricane Zone 02011 EASTERN METAL SUPPLY,INC. ,LII1����A.TILL/J✓ BERTHA RVTM '�?f �c�NSF'•.�`= Accordion Shutter System — 1T— TiB. C® i N ■ ® o �+ H v. eLAOE1 w/aR w/o H,v.vnrmrnv eLe TICCIT TESTING !c ENGINEERING COMPANY American Shutter $ySit6m3 ,Nc OCSCRIPTOON DATE DRAM BY: A0. _ _ 4TATE OF R195 N.W.MU.5,Sl..]O3.WttlNM GARDENS,FLOP 33188 A98�aiQti�A. Inc. I OLD 11-063 11/29/11 DATE: 11/29/11 �O•• Ph—:(305)671-1530.F°.:(305)871-1531 4268 Wes(roods Drive 2 DRAWING No �0, •.FCORI�P•'���'�11A`` ^OEBt00060'Balc°m West Palm Beach, FL 33407 3 11-192 WAITER A.TILLIT Jr.P.E. 4 �s n'0..... 111 FLORIDA Ua 1 44187 5 SHEET P,�.' iUf�'/DATE E 8 OF 20 ALTERNATE INSTALLATION WZHV " " LOC &0'1 H V MA FEMALE "T" LOCKS CENTERMATES �8 & LOCKERS at Wf n HV BLADE SEE END CONNECTION DETAIL ON SHEETS.10 & 18 INSTALLATION n HV BLADE oUT IN �EAsTMG>Ass W,../ HD CENTER-MATES--& i t3 BLADE(D Suety DETAIL HVF.D401CATM ON SHEET S. AS WELL AS uTHItS SHE FLOATING BLADE tp DETAIL HooTERN . a oR 6• 7 a 8 10 INOIOATED ON iMAI SHEET,MAY BE USED WITH THIS ALTERNATE I 10'®�©•®�© ®a N T aA CN DE SROM IN THIS SMEEf. DETAILS ONND WALL SHEETSCONNECTION0� S I ©•O•©w©•O•®"1 ..'N�(T)I//4-a TAPCON ANCNOflB fi CO"i0"M 5�. (TGP/BORON)b I ---____- (OPnONFL) __________ _ 4 (OPnONPI) (4)x10+1/2'SHS f0 NB�I i /LORI]!•S.U.S.O 12' * - ---- 7y AT EKN ANGLE,(M)I 11I FULL IENOHT. FIN (4)H.Y. 1:N (4)H$ YB.6f,OR 30 HV "T". RNs(IYP.) 7]/C PINS M.) (>¢ LAI^ eI 5 3 LOCK (INSIDE) 1 5 5 ON gCRW I) 1 1 — -—-—-—-—-— — — — — — — OUT (ODOR 11 33 31 OR©2- 3OORQ 3 31 Rt32 =SEE NATE 6 FOR MF LOCK 2 1/4" 0=20 x 1 1/2" S.S.M.S. 4 3 * (OPnONAi) ®• LOCK ON SHEET s. W/ 7/8"0 x 3/32" WINGNUT. (oPnoxL)HDB-HVB OUT �c r i�o WV "T" LOCK (QU7SIDE)J � SYMMETRICAL H[Y-CENTERMATES SYMMETRICAL HD-OENTERMATES uL,n* W/ LOCK (EXTERIOR) WA ft LOCK (INTERIOR) SERIES 8444 ALUMINUM n Y v (4024-1`3 ALLOY)LARGE FLANGE THIN SHEET NURSERY.PART 10820. AS MANUFACTURED BY AVOEL CHERRY �'®!"©`•�J-'©•®� TE2TORN.PYFSIPPENY,NEW JERSEY ©,O.©-&o-0— 07054 OR EQUAL 99�� •�8a®.�aUB'®m ZK 3 Q *SFE NOTES W LDL+YNO RODS®s NO®LOOKS ON SHEET 5 \ **uNncRs¢RanNG Bwx®OETAa RPO x IS 1 vun rtn Au cvrtmeuns APPuarays wm BL:DEO HOD--HV FLOATING STACK FLORIDA BUILDING CGDE Non High Velocity Hurricane Zone 111 @2011 EASTERN METAL SUPPLY, INC. > 9' '' ?L MAX fi i L 1"I�C C N q Accordion Shutter System 0 =n� H 1 W/OR W/0 H.V. WON 6tADE + American Shutter Systems EV.N DESCRIPnoN DATE DRAWN BY: A,G. -o'•, TILLT TESTING & ENGINEERING COMPANY As Inc. 1 OLD 11"C"i 11/29 If DATE: 11/29/11 ••, F P:` ++ 8355 N.w.3sm.sL,Sle.3D5.VYiGINIA GARDENS,FLORIDA 331CS 4268 Westroads Drive 2 L PAone:(305)871-1530.Fa :(305)871-1531 DRAWING No e-mail:S ®-000W8719 S®0ol.cOm West Palm Beach, I'L 33407 3 1 —1 g2 S�ONA1 ��IT11 4 +..i��AAArrr)rrr YfFLTEA A.nWT Jr.P.E. P.E. SEAL/SIGNATURE/DATE FLORIDA Lt. 44767 a SHE 9 2 POURED CONCRETE OR POURED CONCRETE POURED CONCRETE OUF',ED CONCRETE - / OR CONCRETE _ OR CONCRETE n BL CONCRETE CONCRETE BLOCK WALL BLOCK WALL REQUIRED BLOCK WALL REQUIRED BLOCK WALL REQUIRED REQUIRED EXISTING GLASS EXISTING CLASS CO>CRETE ANCHOR EXISTING GLASS —T — 2 NIIry EXISTING GLASS r MM,SEPARATIW I r-� 1 MIN.SEPARATION ONTO a ( T MN.SEPAgAROv MIN.SEffiAW1710N EO Eq TO GLASS(SEE it FOR BLADE AND TO CUSS(SEE TO GLASS SEE SCHEDULE ON 91EET 1/16'x7"MAX. ON SHEET 19 FQOR SCHEIXRE OFI SFPEf 1 t SCHEDULE ONSHEET11 FOR BLADE(DmD (EOB3-T6) CONT. BIOC{9 Qh QfA9 11 FOR BLADE QPND II FOR BVDE CD AND (LOCATE AT :ON SHEEP 19 FOR ALUM.CLOSER I BU�OFS ON SHEET 19 FOR I/2• ON SKEET 19 FOR EITHER SIDE t BLADES Q h Q!� PLATE.(LOCATE- I/2" I (D Q) T� E3ADtS Qdc Q� 'L 5) AT EITHER SIDE MIN 1 J 1/2"MI qFb) I 4 USE 1'OR 2"MAX. _ 10x1/2"S.N.S #100/2"S,M,S, I ___ _ (AS APPLICABLE)x2'xt/B'x0'-2" >@ _ ® 16"O.C. ALUMINUM CLIP ANGLE 0 16"O.C. _—_— �` 4 ` %OR (1) #106 ALLOY)AT MIDHEITO(S)GHT 4 (1) �fox1/2"S.M.S.r0®a� 1 ,(2)1/4'6 TAPCONS ANCHORS TO/ 5 SEE DETAIL X FOR-/ WALL AT I"0.0, (LOCATE AT SIDE CONNECTION EITHER SIDE OF®) OR1 OR SEE DETAIL X FOR- ORTO TRACKS SEE DETAIL X FO a a®a©'�a(8) 0 @510E CONNECTION •®w !4 a fi•Q7 a 6 o�.®m i0 TRACKS w a 6+7.8 a .Cz, @�,-` SIDE CONNECTION ® 10.®a01�.^®•©°" TO TRACKS ®•`LTJ°'©''Lw"'Q'®"',Y�, Q�+®°�®.�"V•�a,(�,��11,, gi •®"®,®m,,.'J,®�,® ®•®m�ra B+®w �l�, Q•®°"Q•®°^�• 017+® ®•®°"Q�•©^'®•®aNy«t=7 J ©•®m®'®w®'®'@•�'7 END-CONNECTION DETAIL 1� END. CONNECTION DETAIL 2U ND CONNECTION.DETAIL 03 END .CONNECTION. DETAIL 4) _A REQUIRED ONLY FOR SPANS GREATER THAN POURED CONCRETE DR �IXIS7ING.GLASS CONCRETE REQUIRED BLOCK WALL CLASSG _ -s} �ARA� #1 1/2'S.MTO GLASS , _-___c-_ _ SaffDULE ON SHEEP o �' ,C, -MIN,SEPARATION D. —_ OR S�OR(DOR 10 GLASS(SEE 11 FOR SASEQAND CONC ETE 1/2`MIN. SCHEDULE ON SHEET '------------• _ _ B (1)& 0) ANCHOR® 11 FOR SLIDE(I)AND 10 ORQOR 1BOR(5 CONCRECHOR TE Qa 12'O.C. •\ 1 5 GLAn SSQk(D ----- - - OR(D 16" Q I6"O.C. -_-- —1 2 MIN. _ - 4 Eq 6 OR BOOROOR 2"MIN. 2'MIN, ♦SEE UMRATIONS OF USE FOR �t��/� /��U,/ y ' BLADE IA ON SHEET 19 VOR 1 3 OR(qCR i@OR g _Y LIrW t OR ®' OR ®• m®a© OmOa1O ®m PJb DETAIL POURED CONCRETE OR a®aQ.pwpap.®a �,®,��,®m©,�„ END INSTALLATION QONCR ALL ��`®mQ�.Q7°"Q•®m ��©•O-®aC•O•®m Y HV BLADE OR 16 HV WINDOW BLADE INTO _ CONCRETE OR CONCRETE.BLOCK WALL. CM-END CONNECTION DETAIL 5 Q6•��®•®app.®a®•® END CONNECTION DETAIL(g) O ®a® ®m® � FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane .."..yam (02011 EASTERN METAL SUPPLY,INC. �N�. ® ® Accordion Shutter System ::.a _ Frv. MADE#1 w/az w/o H.V.wNDow 131.ADE American Shutter Systems IEV.No DESCRIP110N DATE DRAWN BY: AG. TILLIr TESTING & ENGINEERING COMPANY 6366 N.W.]6[x.St,Ste.3G3,WGNM GARDENS,F1.CAID✓•33106 Association, Inc. I OLD I1-063 11 29/11 M1E 11/29/11 Ph—:(706)871-1530.Fax:(305)871-1531 4268 Wes(roads Drive z per•., FAD 1DP:•�<4 t1C e— II::80006®191 West Palm Beach, FL 33407 s D;WING;X02 =__ccS (.T..R...•• \�{ �1' ES- WALTER A.Twn J.,P.E. 4 SHEET P....... WR F t ATEI FLORIDA U./44107 5 6 0 20 SCHEDULE 01SCHEDULE #2 SCHEDULE_ #3 MAXIMUM SHUTTER SPAN'` "L+_ OR "L-" MAXIMUM SHUTTER SPAN* "L+' AXIMUM SHUTTER SPAN*'Lt" �,I.ATION I FGEND " T (ft,. FOR INSTALCENTERMATES ATONS®/ OR "L-" (ft.) FOR R "L-" (ft.) INSTALLATIONS INS & or or INSTALLATIONS W/ METRICAL CENTERM CONCRETE & WOOD (1) L+:-MA%IMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK ® Or ® Or or & W/ ONE HV LOCKS MANSORY POSITIVE A.S.O. DESIGN PRESSURE RATING. HD LOCK ®W/ NO LOCKING RODS or ONE HV LOCK e or®Or® L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERNIATES ® ®W/& ONE HV "T" W/ NO LOCKING RODS OR W/ NO LOCKING WALL A. B. C. 0. E. M, N, 0, P, 0, A.S,D. DESIGN PRESSURE RATING. ® LOOK® W/TWO LOCKING RODS ® TOP & (SEE NOTES f.Y1) ODS OF MOUNTING F. K & L R. S. & V. .(VALID FOR MOUNTING I, (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR BOTTOM SEE NOTES 1T SHEET 7) FLOOR/CEILING G,'H, I, 11, J T, U. W & X WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CE)UNG: /� CONCRETE&WOOD -MOUNTING CONCRETE&WOOD INSTALLATIONS V S.D. DES NMNUu CONCRETE & M GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, AS DD 06 1 A. D,DcsIC11 'J-A G.O.DESIGN INSTALLATIONS DETERMINE MAXIMUM SPAN "L+"FROM SCHEDULE. PRESSURE WALL MOUNTING FUDOR/CEILING PALS RE WALL MOUNTING PRESSURE RATM, MOUNITNG RATING k RARNC FLOOR/ODUNO MOUNTING GIVEN A NEGATIVE A.S.O, DESIGN PRESSURE RATING, fw•+1 (P.S.) FLOOR/CEIUNG MOUNTING UI•'•I•) - DETERMINE MAXIMUM SPAN "L-°FROM SCHEDULE. OR C.O7_) CF OR-) («On-) FLOOR ALL MOUNTING �4 L+ R I.-(0) L F (N) L- I L+ 01) L-(R) V MAXIMUM SHUTTER SPAN 'L+"OR "L-"FOR 30 OR LES 16'-0' 1fi'-0' i6-0" 16-0- 30 16'-0' i6'-0' - 30 i6'-0• 1fi'-0" INSTALLATIONS INTO WOOD SHALL BE LIMITED.TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 35 14''-O" 14'-0"-'16'-" 1 ' 0• 35 14'-10' 1 6,-0' 35 15'-2' 16'-10" 105 psf.A.S.D. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN "L+'AND 40 13'- 1 13'- " 4'^2 •15'-" 40 13'.-10' 13'-10` -40 14'-2' 15'=2' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 5 -1' 13'-I" -4" 14-3' 45 13'-I• 13'-1' 45 13'-4' 14'-3' 1' HV CORNER CENTERMATE#3 MAY BE USED ATALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5' 12'-5" 12'-8• 13'-7• 50 12'-5' 12'-5' 50 12'-3' IS-1' MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/ FLOOR/CEIUNG 1,10UNITINGS: 55 11'-10 11'-10" 12'-1" 12'-11" 55 11'-10" 1,'-10" 55 11'-1' — _71' SHALL-1," HBES INDICATED ON MANDATORY CONDITION #2 AFOR A GIVEN POSITIVE A;S,D. DESIGN PRESSURE 60 11'-4' 11'-4" 11'-7' 12'-4 60 1,'-4' 11'-4' 60 10'-2' 101-11" NOTE#5, SHEET 5, RATING: 65 10'-10" 10'-10" 11'-1" 11'-11 65 t0'^10' 10'-10' 05 S'-5' 10'-1' DETERMINE; LI+d MAX,SPAN FOR WALL MOUNTING INSTALLATIONS.70 t0'-6` to'-6" 10'-S" 1'-5' 70 l0'-fi` 10'-6' 70 B'-9' 9-4' L2+- MAX.SPAN FOR FLOOR/CEIUNG MOUNTING 75 10'-11 10'-1• 10'-4" 111-1' 75 75 ,0'-1• 10'-1• 75 - 8^9" tt EX(2PT THAT MAXIMUM SHUTTER SPAN'L+"OR INSTALLATIONS. 80 9'-10' 9'-10" 10'-0° 10'-9" 80 9'-10" 9'-10° 'L-'AND MAXIMUM A.S.D. DESING PRESSURE RATING FOR FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 9'-8' 9'-6' 9'-9" 10'-5" 85 9'-6" 9'-6' INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING: 90 _ 9'-3' 9'-3' 9'-5" 10'-1' 90 8'-3' g'-3' SHALL BE LIMITED AS FOLLOWS: -DETERMINE: - 95 9'_O! 8'-9' 9'-2" 9'-t0" 95 9'-0" 8'-9" 1- CONNECTIONS TO KEYSTONE MOUNTING L1 S MAX.SPAN FOR WALL-MOUNTING INSTALLATION LIMITED TO +64,-72 p.s,1, AND B'-0" SPAN, SEE L1-= MAX, SPAN FOR FLOOR/CEIUNG MOUNTING 100- 6'-9' '8'-4' 91-0.. 9'-7" 100- W-9" B'-4' -..MOUNTING M&'ON SHEET 7. INSTALLATIONS. 105 8'-7' 7'-11' 8'-9" 9'-4" - 105 - 110 8'-4• 7'-7° 8'-7" 9'-2" 110 B'-4" 7'-7' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 '8'-2' 7'-3' 8'-4" 8'-TI'_-- 115 8'-2' - 7'-3' _ SEPARATION- MINIMUM BETWEEN."Lt+', "L2+" "Ll-"AND "L2-' _ - 120 �'-O` 6'_11' 8'-z' =9" 120 6'v" W-,1• ON- TO GLASS SCKEDULE (4) GO-TO ANCHOR SCHEDULE WITH FINAL MAXIMUM _ 125 7'-10' 6'-8' 8'-0" 8'-5" 125 7'-10" 6'-8' ALLOWABLE-SPAN AND NEGATIVE A.S.D. DESIGM- 130 7'-0' 6'-5'.. 7'-10" [7, -1" 130 7•-6" 6'-5• WIND ZONE PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR MINIMUM SPACING. 135 7'-7' 6'-2' T-9" -9" 135 7'-7" 6'-2• SEPARATION Tao T-5 5'-„” r-7" -o' 140 r-s s'-Ir- ASTM E®1996 TO GLASS 145 7'-3' 5'-9' 7'-5" '-3" 145 7'-3' 5'-9' 150S'-7' 7'-4" -0" 150 7'-2• 5'-7' 155 7`-0' 5'-5' 7'-2" 6'-9" 155 7'-0" 5'-5" 1 THRU 3 1„ 160 8'-11' 1'-2' 7'-1` 1'-7" 180 W-11' 165 6'-10' s'-t' 7'-0" W-4" 165 6'-10' 170 6'-9" 4`-11" 8=11° 8'-2" 170 6'-9' 4'-11" - 175 8'-7' 4•-9' 6'-9" G'-0" 175 6'-7' 1130 6'-6" 4-B' 6'-8" 5'-10' 180 6'-6' 4'-8" \ I 1 H i B LA D E _1_135 fi'-5" 4'-6° 6'-7' S'-8" 185 8'-5" 4'-6' �.1 190 6'-4" 4'-5' 6'-6" 5'-6" 190 6'-4' 195 8'-3" 4'-3" 6'-5" 5'-5'• 195 6'-3' 200 6'-2° 4'-2" 8'-4"" 5'-3" 200 6--2' 4'-2" 205 6'-1" 4'-1' 6-3 5'-1" 205 6'-1 a'-, FLORIDA BUILDING CODE Non High Velocity Hurricane Zone' Ojai I EASTERN METAL SUPPLY, INC. ENS F'T✓�' BERiTHA HVTM Accordion Shutter System TIC ® I AMOCOINPILM IAV. BLADE#1 W/OR W/0 H.V, VdN00W MAX American Shutter Systems IEV.Ht, DESCRIPTION- DATE DRAWN BY:MAY./L.G. TILLIT TESTING & ENGINEERING COMPANY ASSOOlatlOn, �t10. 1 OLD 11-063 11/29/11 DAre 11/29/11 OF i e3ss N.e.3s t.St..Ste.—YI—DAR—S.nO1aa viae Phene:(305)871-1530.FR.:(305)871-1531 4268 Westroods Drive 2 DRAWING No Fps.. 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SCHEDULFOR A UMMIA:"X SH1 PgR SPAN SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A.S.D. DESIGN NEO-A7NE PRESSURE RAT)NG-AND A CORRESPONOW MO 1NIM-1YPE FOR CONCRETE OR CONCRETE BLOCK Ih„ILATIONs (SEE MOUNTINGS E,G.&N ON SHEETS 6&7) I.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURm 0= POURED CONCRETE (A) TO EXISTING POURED CONCRETE:(Min.rc-3 ksi) MAXIMUM (g)WALL SILL MOUNTING ©CEIUNG MOUNTING OH FLOOR'MOUNTING - 1/+'e TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED 9Y I.T.W.BU:LDEX. (Min.f'c 3 ksI) SPAN ANCHORS SPACING LGEND - 1/4'6 x 3/4'ALL POINTS SCUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY.(Min.FS=3 ks1) (ft) S.D.DESIGN NEGATIVE PRESSURE RAING 1 A MIGN NEUTB£PRESStft RATI14 U 'S.D.0 16TH NECAINE PRESSURE MRNG - 1/4'6 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Mln.f c- 2 k9l) 30 40 60 75 90 120 1601205 30 410 60.175 90 IZD I60 205 30 4 61 75 90 120 160 205 TAPCON OR - 1/4•m TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTROUTED BY ALL POINTS SCREW,BOLT& SPECIALTY 14 t2 10 9 8 B s 5.5 14 tx t0 9 9 B 6 8 14 l0 9 B 8 6 TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. X-0^ 14 11 10 9 8 8 8 5 14 12 IO B 6.. B B 6 14 72 10 9 B s 6 6 THREAOFORM TECHNOLOGY (Min.rc a 3 Hsi) OR U35 14 11 10 9 8 8 fi 0 14 I2 10 9 6 B 6 B 14 12 10 9 8 B 8 5 ALL POINTS SOLID-SET 14 L2 10 9 6 8 8 7 14 12 ID 9 B 8 8 8 14 12 10 0 8 8 B 8 BLUE TAP W/CAP NOTES: 74 11 to s e 7 5.6 35 L I1 l0 9 6 e 8 -6 7a Ix ;D 9 8 s B 5 TAPPER+ A.1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPOON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ ANCHORS IS I 7/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2" 4•-0' 14 12 10 E. 6 8 B 8 14 12 10 8 S 8 6 6 14 12 f0 9 8 B 0 3.5 14 12 ID 0 6 8 B 4 14 11 t0 B 8 8 8 4.6 14 11 10 9 8 H 4 3.5 A.1)MINIMUM EMBEDMENT OF I/4'0 x 3/4'ALL POINTS SOLID-SED ANCHORS SMALL BE 7/e'INTO THE POURED CONCRETE.NO EMBEDMENT 14 12 Ip 9 8 8 6 4.5 14 12 l 9 B 8 6 5.5 14 12 10 9 9 8 6 4.5 INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2^LONG MINIMUM SHOULD STUCCO EXIST,AND 14 12 10 9 75 5.5 3.5 - 14 12 10 g. B B 8 9_ 14 12 10 9 s 7 5.9 4 • U TATION9 eF U9E FOR 1'MINIMUM FOR WALLS WITH NO STUCCO. 14 12 10 9 B 8 6 6 14 12 10 8 B B 6 5.5 14 12 10 0 B B 6 4.6 n- EON SHEET IB 5'-0' 14 12 10 96 1"7 4 - 14 12 10 9- 8 655 J,S. 14 12 10 a 6.5 5 J,S 3 A.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND-ON THE EXISTING WALL OR FLOOR, 14 11 ID s 5 L5 4,5 - 14 12 19 9 8 6 6 4.5 14 12 10- s 1 B s 14,513.73 ANCHORS-ML BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCTIORAOE SHALL BE AS INDICATED ON _ 14 17 19.5 17.5 05 4.5 - - 14 12 10 9 5 7.5 5.5 4 14 12 to 9 1 6 6 4.9 3,5. NOTES Al]&A.2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 14 12 10 9 B B 8 - 14 12 t0 9 B B 9 I0. 11 10 9 s LS 5" 3.6 INSTALLATION INTO EIFS WITH METAL STUDS.SEE SHEET 20, 14 2 1 D 9 7.5 5,5 3 14 12 10 85 7 5.5 4 3 I4 11 8 8.5 6.5 4 a 14 11 l0 9 8 s - 14 12 10 9 B 8.5 9 3.75 14 12 10 8.5 8 5 4 (B) TO EXISTING CONCRETE MOCK:(ASTM C-90) 14 11 8 6.5 5.5 3 - 14 12 10- 9 8 0.5 4,5 3.5 14 11 to 8 7 5 3.5 ] - 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.SUILOEX. 7'-0' 14 12, 10 9 8 8 - - 14 12 10 9 B 7 6 4 14 12 10 9 75 5,5 4 3 - 1/4'9 x 3/4'ALL POINTS-SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,86LT&SPECIALTY COMPANY. 14 12 10 8 65 4 - 14 12 9 75 B 4.5 J-5 - 14 10,5 7 5.5 4,5 3.5 - - 1/4'6 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 14 12 10 0.5 7 4 - - 14 12 la s 7.5 5S 4 - 14 12 9 7 7.5 4.5 - --1/4'6 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC„AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 14 11 '7 5.5 4.5 - - 14 12 10 6 7,5 6.5 4 - 14 12 g 7 '0 4.5 3 _ COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS A550CIAnotl,INC, 14 12 10 9- 8 85 - - 14 11 10 '9 8 6 4 - 14.12 10 8' 6.5 5 3.5 - NOTES: 14 12 8.5 7 5.5 3 - - 14 I2 8 5.6 6.5 4 3 - 11.5 9.5 8 5 4 3 - - 8.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON, EWE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 I/4^AND TAPCON 14 12 9.5 7.6 6 - - - 14 9.5 6 HS 5 - - 14 8 6 6.5 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS 15 1'. 13 9.5 5.5 5 3.5 - 14 12 H) 8 6.5 5 14 8 6.5 5 4 Or 4 t1 t0 9 B - - - 14 1 10 B 7.5 4.5 - - 14 1 8.5 7 5.5 a - - B.2)MINIMUM EMBEDMENT OF 1/4'6 x 3/4'ALL POINTS SOUR-SET ANCHORS SHALL�ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 4 11.5 7.5 6 4 - - - t4 11 7 5.5 5 - - 11 6.fi 4.5 3.5 - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'6-20 S.S.MACHINE SCREW-USED-SHALL BE 1 I/2"LONG MINIMUM SHOULD-STUCCO -14 12 8 G`5. 4.5 - - - 14 12-8.5 7 5.5 4 - - 14 10.5 7 9.5 s 4.s - - (EXIST,.ANO I'MINIMUM FOR WALLS WITH NO STUCCO. 11.5 8.S 'S,5 4 14 112 41 7 8 4.3 - 14 11 7 3.5 4.5 3.5 10•-O" 14 11 10 9 7.5 - - - 14 12 10 8 0.5 5 - - 14 12 E 6 5� 4 - - B:3)IN-CASE-THAT PRECAST STONE, PRECAST CONCRETE PANELS,PAVERS OR..ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 1a,5 7 5 35 - - t3 9.5 8.5 5 ! ] - 1O 7.5 S ! -3 === ANCHORS SHALL BE LONG ENOUGH TO REACH.THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 If 75 5.5 - - - - 14 11.5 9 6 5 4 - - 12.5 9.51 6 5 4 4 - _ NOTES 8.1)&B.2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 10.5 8 5 -..14 12 8 6.5 5.5 4 - 13' tO 6.5- S + 3 FOR INSTALLATION INTO"EFS WITH METAL STUDS SEE SHEET 20. 111_0" 14 12 IO - - - - - 14 12 8 7 6 4.5 - 14 105 7 5S`45 3,5 - - - 12.5 9.5 5 - 12 9 6 45 4 J 9 7 4.5 J-3 -3 (C) ANCHORS SHALL-BE INSTALLED FOLLOWING ALL OF THE RECOMMENDARONS-ANO SPECIFICATIONS OF THE ANCHOR'S-MANUFACTURER. I4 10 7 - - - - - 14 10.5 7 5.5 4.5 - - - 11.5 B.5 5.5 4:5 3.75 - 9,6 7 4.5 - - 14 11.5 7.5 6 5 - - 12 9 '6 4.04 - _ _ (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.O.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 14 11 10 - - - - - 14 12 a 6.5 5.5 - - - I3 10 8.5 9 4 - - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: 11.5 5.5 4.5 - - - - - II 8 9.3 4 3.5 - - - 8 6 a 3 - - - - MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW.FOR E.D,LESS THAN THE INDICATED,REDUCE ANCHOR SPACING 13,5 9.9 6 - - - - - 13 9.5 6.6 5 4 - - - 10.5 8 5 4 - - - - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. _ 9 0.5 1- I4 TOS 7 5.5 4.5 - I I B.3 6.5 !S 3.5 - REDUCED SPACING OBTAINED USING FACTOR SHALL NO BE 1E95 TH N MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 11 11 - - - - - - 14 11.6 7.5 6 5 - - - 11 9 0 4.5 4 - - - FACTOR 13•-0'IDA B - - - - - - 10 7.5 6 4 ] - - - 7,3 5,5 4 3 - - - - ACTUAL I1.s B.s - - - - - - 11 9 6 4.5 4 - - - 9.5 7 s 4 - - - - EDGE TAPCON TAPCON WITH ADVANCED ALL POINT SOLID SET BLUE TAP W/CAP TAPPER+ e 8 - - - - - - iJ 9.5 8.5 5 - - - - 0,5 7,5 9 4 - - - p DICTANCE THREADFORM TECHNOLOGY hIIN.SPACING 14'-0'• 14 12 - - - - - - 14 10.5 7 5.5 - - - - It 6.5 5.5 4.5 - - - E.D. MIN,SPACING -3' MIN.SPACING 3' MIN.SPACING J I/2" MIN.SPACING- 3' 3 J/4' 4' 10 7.5 - - - - - - 9 7 4.5 3.5 - - - - 7 5 .5 3 - - - - V POURED CONCRETE& pMfW CoNjR 1E CO CCE Beal POURED CONCRETE& POURED ONCRETE&POURED CO�7E DOy�R.gppl 11.5 6 - - - - - - 11 6 5.5 4,5 - - - - 9 6,5 4.5 - - - - - WINDOW CONCRETE BWCK MN,ED. 1/1'NN.ED.. 1/1' CONCRETE BLOCK CONCRETE TiL,OCK MN.ED.•31/2'IRI.ED.•2 1/1' 7.5. - - - - - - 11 9 9 - - - - - 9.5 7 4.0 - - - - - 3' 1.0 0.90 1.0 0.70 1.0 0.84 1.0 ts'_0• 19 _ - - - - - - les e� ei - - - - - 6.5 s .; - - - - - BL--0`p� WORKING z 1/z^ 0.61 1.0 - as7 1.0 10.5 B 5 - - - - - 8,5 6 4 - - - - - AL2 .UNISON 2" 0.71 0.57 7 - - - - - - - 11.5 8.5 5.5 - - - - 9 8,5.4.9 - - - - - 1 3/4' - 0.91 - - - 0.43 3- 14 - - - - - - - 12.5 9.5 B - - - - - 10 7,5 5 - - - - - e - -- e B 4 - - s 4s 3 0.35 0.35 9.5 ' ' - - = _ _ 5 6 : FLORIDA BUILDING CODE(Non HighVelocity Hurricane Zone 11111I���A.rf��/T= ®2011 EASTERN META.SUPPLY.INC,. EPI BERTHA IHV-w Accordion Shutter System I L ECO INC, o e ■ e KV. BLADE#1'W/OR w/o PLV.1 NWW MADE :�" �r American Shutter Systems EW.N OE9CRIPRON DATE DRAWN BY: A.G. T T wN.LIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-063 11/25/11 DATE: 11/29/11 'STATE OF r�; 6339 N.W. M.51..9:a.JD3,VHCiNN OARDtN9,ftORlOq]]I60 z 9 Phone:(305)871-1530.Fox:(305)B71-1531 4268 Westroads Drive 2 I DRAWING No -�C�E'•; ORI�,,•\r���I7� < 0:ult-0 l.eem West Palm Beach, FL 33407 s 11-192 SS/OAIA��\x1111 WALTER A TIWTJr.P.E. 4 1P.E.1531t&l/1'EIAItiA&E/DATE �RIOA Uc.y 44167 e SHEET OF 20 o - N o lV 1 N ° O R 0 c $� . �— �-- ?® o o o 0 THo p - i a oW } r Is 09 tz zoit oz" , ov`v_:: m ® o M*z O SO^ °Scl o nd + zap da.�w �ofaif v=i fi �fA Com FZo� o m a� ovl�� ■t �m a ¢ tD o V7. '-x u<zw 3 E 0 a � r =a_ a< a �o� U Ud- In In Z � LL 11E n n l I m 1 1 g l l l ,*I I l f l l l l l l l l l n l l l n l l l l l l ® W •_Y - Z I I I n 1 W S o g g m ?u 4 O Lu a�j<< m < n x mrm ��r �m n1 _- m nmmmn..mm. v� nnnm nnn'�m rlm vl'km ;=92, S q . �3`o pin ..n....................nmmmnmmnmmnnnnnn .nnnnn m "'W" N i n n�Y l n l l l I I I Y I I I n 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 �p ^E i � $n n e n n <n-,I n n I I n I i d l l l y l l l �l l l n l l l 1 1 1 1 1 1 1 1 1 1 1 1 1 '11y1 •• •,`�•y� -�_N 8 € � n n n n Y l n n I I n n l I I t l I I Y I I I � I l I n l t \\9\���•••�• • •%��.f m \ 4L ,ln1 pp O n n f I n n I l n n I I n I l l n l l l m 1 1 �• •• tj n n Y Y l n n I l n 11 ~ '• Y O: IL IV 6 _dam•�jFf `�_• G' nn nnn nnnn nnnnn n,n nn nn nnnnn nnnn .....nnnnn nn ��>tl T I,1 jj g h N m N R Y Y R ♦ I n g l l n n l l I I11 I I I I I I I I 1 1 R 3 E n y a ll nib I l n n l l l n l l q _ N_N^ ^I�'^ o10m nim O~am �u1 N'"nY�m Yn^ YI 1 �♦ I I�hl I' 'I q�nnf�nnffYn� m n NNN NNN NNS N NNn hN u'Rnmap �m S N .........- _ - 1 'pp� 1 1 I 1 1 a Z d m I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ------------- N OO mlllllll 11 1111111111 � q m 11 1 I 1 1 1 1 1 1 ' ..................... - a a l l l l l l l O $O O O o 0 0 0 0 0 o g o 0 0 0 0 f-- r MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.T,) AND CORRESPONDING MAXIMUM ANCHOR SPACING (ice SCHEDULE FOR A GIVEN MAX, SHUTTER SPAN, N G.ATriTF A. :D. D $JGN PRESSURE RATING AND'A CORRESPONDING MOUNTING TYPE. (SEE MOUNTINGS ON SHEETS 10& 17). LJ B !S3;-T FR AT E SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH SOUTHERN N INE No. SPRUCE PINE SPRUCE PIN 1/2" MIN. COX DOTNI��SNFlfi w�5, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN, G=0,43 W/ MIN, G=0.36 PLYWOOD MO 0=050 W/ MIN. G=043 W MIN. G=0.36 MAXIMUM SPAN(fl) WCL M¢IiryTINGS CEILING MOUNT T CEILING MOUNT T CEILING MOUNT T V !l//& WALL MOUNTINGS WALL MOUNTINGS WALL MOUNTINGS M, N. 0 R FLOOR MOUNTINGS M. N, 0 & R FLOOR MOUNTINGS M. N. 0 & R FLOOR MOUNTINGS 0.0, WALL MOUNTINGS 0.0.WALL MOUNTINGS B.O.WALL MOUNTINGS W & X W & X W & X P & G S &v S&v 5&v DS01 wAx RiEw Rm 64=NSOI NDX Rima ORO M 1C ma ff"PP.®ii PANG V m 8401 9SNEPRM9 PAWO fell ASO.0W MIM ITMAE&40 W 150.0@71 WAK RESIN PARC(X al 11}17 WM PW599 PRIG(PI)L%TIM Mn PBDM Win(yd)k%DW ZGx Rusin PARC(W xw nm Kw 5MA PLUG X _ 30 Q.60 75 1 90 1105 30 40 60175 90 1105.30 40 60175 190 1105 30 140 60 75 190 hOS.30 140 60 75 90.105 30 140 60 75 Igo 65130 40 -60 75 190 1105130140160,75 190 05130 140 160 75 90 bO5 30 140 160 75 -410 IDS -0' 1F 12 0 11019 18 IS 5 6 6 16 16 6 12110 1019 18-1a .6 6 6 '6 16 6 12 10 ID 9 B 8 6 0 5 6 6 6 6 5 4 4 4 3 12 12 12 11 12 12' 12 12 12 12 12 12 12 12 12 12 12 12 4'-0° 12 _ 10 9 8 8 0 6 6 0 6 8 12 10 10 9 0 0 6 6 6 6 '6 6 12 10 10 9 0 0 6 6 6 6 6 6 6 .9 4 4 4 3 12 12 12 12 112 J12 112 12 112 12 12 112 12 112 112 12 12 12 12. 144 10 9 0 16 16 6 8 16 16 5.5 12 110 f0 B 8 B 6 6 B 6 IS is 12 10 10 9 6 7 6 6 6 6 6 5 6 5 1 4 4 14 13 112 f2 12 72 112 112112 12 112 '12 1-2 112 12 112 12 12 12 1 0, 12 10 9 8 16,510 0 fi 16 15.5 4,5 12 110 10 9 8 5 8 8 B ,6 5 4,5 12 10 10 9 6 3,5 6 6 6 ¢ 5 4.5 6 5 4 4 3.5 - 12 12.12 12 12 12 12 12 12 12 12 12 12 12 12 I2 10 0.S 12 10 1A 9 6,5 4 6 6 6 ,5 4.5 4 12 f 0 10 8 6 J fi 6 B 6 4 J,6 12 f 0 10 7 3.5 - B 6 6 5 4 3.5 6 5 4 4 - - 12 12 12 12 1-2 12 12 12 12 12 12 10, 12 12 12 10,5 0,5 7.5 6'-0' 12 10 10 7.5 4,5 3 10 6 6 5 4 3,5 12 NO 10 6 13,5 - 6 6 5 +.513.5 3 12 10 10 4 - 6 6 5 C5 3.5 3 6 5 4 - - 12 12 12 12 12 !2 12 12 12 12 11 9.5 12 17 1.5 9 7.5 6.5 9'-0' 12 10 10 5 3,5 -16 6 5,5 .5 3.5 J 12 110 9 4 - - 0 6 45 4 J 3 12 10 4 3 - - B 6 4.5 4 3 J 6 5 3,5- - 12 12 12 12 12 10. 12 12 12 1. 9.6 6.5 12 12 10 6 6.5 5.5 10'-0' 12 10 7.5 4 - - 6 6 5 4 3 - 12 1C 6 3 - - 6 6 4 .5 3 - 12 10 3 - - - 6 6 4 .� 3 - 6 5 - - 12 12 12 12 1.5 9.5 12 12 12 10. 6.5 7,5 12 12 9 7 B 5 11'-0' 12 10 5.5 - 6 4.5- - - - fi 5.5 3.5- - 1210 - - 6 5,5 4 - - 6 5 - 12 12 11 12 10 8,S 12 12 12 9.5 8 7 12 12 6 6.5 5,5 4.5 12'-0' 12 10 4.5 - - - fi 6 4 - - - I2 iC 3.5- - - 6 5 3.6- - 12 10 - 6 5 :14 6 5 - - - 12 12 112 7.59,5 8 12 12 it 0.5 7 6 12 11.57.5 6 5 4- a7 8 - - - - f2 f0 - - - - fi 4.5 - - 12 7.9 -1- - - 6 4:0 - - 6 4.5 - - 12 12 12 10, 0,5 7,5 12 12 10 6 6.5 5,5 12 10.517 5.5 4.5 4 14'-0' 12 f0 - - - - ¢ 5.5 - - - - 12 7 - - 5,5 4.5 - - - - 12 7 .5 4,5 - - - - 6 3 - 12 12 12 9,5 0 6 12 12 9,5 7,5 6 d,5 12 9.5 8,5 5 4 3 15'-0' 12 - - - - - ¢ - - - - - 12 - - - _ 6 _ _ _ 12 _ - - - _ 6 _ _ _ _ 6 - - - 12 12 11 9 7.5 5 12 ITS 7 6 4 12 9 6 5 4 - 6'=0' B - - - - - L2. - - - - - 5 - - - 11.5.- - 5_ - - - R. - - - - 12 IT-O. 6,5 6.6 4-12 12 6 6.5-5' 3 11.58,5 5.5 4,5 3;5 - ('i) HV BLADE OR HV BLADE W,/ �A HV WINDOW BLADE WORKING IN� UNISON'S' •s., o.,of Ott Fal BLADE I ON S Kt 19 t NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL,FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 3•SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No,2 W/0-0,55(N.O.S) - 1/4"m TAPCON ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGIAS FIR W/G-0.50(NJ.S.) EACH SECTION ON SHEETS 16& 17. -SPRUCE PINE FIR NORTH W/C-0:13(N.O.S.) EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G-0.36(N.D.SJ 1,ANCHORS TO HOLLOW COLING SHALLBE AS PER MOUNTING TYPE U,SHEET 17 AND SHALL CONSIST OF -MIN.1/2'COX PLYWOOD(1986 APA) UL SCREWS AS PER Nos 2005 SPECIFICATIONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER, FLORIDA BUILDING CODE-(Ron High Velocity Hurricane Zone- ®2011 EASTERN METAL SUPPLY,INC. I BERTHA fl /TM ....... nAccordion Shutter System KY. BLADE#1 w/OR w/o H.v. 4AN]OW BLaDE -i %�� 1�•7 TICCIT TESTING & ENGINEERING COMPANY el'1CCil Shutter Systems REV.x DESCRIPTION ATE DRAWN BY; A.G. 6]55 N.W.36th.SI.,S1..30S.MMN'h GViD%S•FL0RCA 331 GS Association, Inc. 1 OLD 11-063 11/29/11 DATE: 11/29/11 Phena (305)871-15]0.Fax (305)871-I531 4268 WestrOads Drive 2 DRAWING No y''., STATE OF � ��` a-maO:lillaeo0aol.eom West Palm Beach, FL 33407 3 11_92 pw�., F�ORIDP: F`` � WALTER A aT¢LTIJ,.P.E. 4 f'.t.� G 5}�DATE FLORIDA Lie.It 44167 5 SHEET 6 15 OF 20 .uAldFrf r- INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR M HV 8e (fA HV* -BLADES AS APPLICABLE SHUTTER oo s `' I rWALL FINISH 0 105.0 psf. A.S& DESIGNS -SEE SHEET 19 SPAN 1/+0 TAPCON GR .S.D. DESIGN PRESSURE RATING FOR INSTALLATION' WITH BLA D 1 & A WORKING ! UNISON �TAPCON WITH ADVANCED _ THREADFORM TECHNOLOGY 1/40 TAPCON OR 17 w/1 1 2"Min.PENETRATIaN TAPCON WITH ADVANCED 7TiRFAOFOftM TECHNOLOGY 1 OF THRF�EG AREA TO FV11 1 1/2'Min.PENETWON OF THREADED AREA TO EXISTING EXISTING WOOD HEADER. WOOD HEADER.(SEE SCHEDULE ON SHEET 16) E 70 dA59(SE I III 'I OR j ry (SEE SCHEDULE ON SHEET 15) 1/4'6-200/4'S.S.MACHINE SCHEDULE ON SHEET RElV50 120 C/ I/4'-20 NUTS '-- ION 1 FOR SHEET 14 FOR D I I°Min. % EXISTING I s1ACEs(Dk fb) I , 0 i GLASS--4 ��`• 1 I i i t 1 on 1 5 N FINISt� I jil :I,,,,rOPTIDNrLL �. I TOR p WALL EXISTING MIN, I I I 2 ORq .. FINISH RE %TN'x4'WDG MIN, x4'WOODHEADER WIRED . Y14°6 TAPCON OR TAPCON WITH ADVANCED p HEADER REQUIRED I THREADFORM TECHNOLOGY W/ 1 1/2" E%:STiNG I W"CPMAXON I I ( ! I I III , Min.PENETRATION OF THREADED AREA TO GLASS_-I TO OASS W EXISTING WOOD HEADER. MIN.SEPARATION 70 GLASS 0--t~I FDR EBttDE tD � �(5EE SCHEDULE ON'$HEET it} 1 I I EOULE ON SHEET 15) Z($E I PLATE REQ R 'INS ALLATION �`J �NALI .HEADER IN57AUATION O@NV WALL SIE iNSTA jj�t j T(15TRNMIN.SEPARATION TO GLASS I III - MIN,SEPARATION TO GLASS'GLASS ' E%15RNC --(SEE SCHEDULE ON SHEET I1) 7_ (SES'aCHEOULE OrYSHEEt it) STING I T CLASS-f1 I I E%GLASS-112,xv PLATE E E 1/4'6-20x3/4'S.S. I v` I • MACHINE SCREWS h. I g 1/4"6-20X3-/4'S.S. I 1 USING /J4�-20 NUFS `I €'. WARY, `. /' 1/4`-20 NUTS Q'12' MI Q 12'D.C. I FINISH I I I I ifi'�`O.C. ORB OR i i I t 'i OR 2'x4'CONT. l 1 '1 �I D RE�O'B.PLATE I 1 t} 4 - ` E4- 0 1'Mln. W t ° 1'Min. '1V0 TAPCON OR TAPCON WiTH OR THREADFORM TECHNOLOGY W/ 1A I/ CEO 1l` 2'x4'CONT. _ Min.PENETRATION OF THREADED AREA TO 1 1 r 1/4'6 TAPCON OR TAPCON WITH ADVANCED ` SILL PLATE — EXISTING WOOD HEADER. C ` ' THREADFORM TECHNOLOGY W/ I/Z' " 1/4'6 TAPCON OR CSOSE; 'REQ'D. (SEE SCHEDULE ON SHEET 15) Mi..PENEFRATTON OF TNREADEtS AREA INTO RYW040 TAPCON W11H ADVANCED 1-SEE SHEET 4 FOR TYPICAL (SEE SCHEDULE'QN SHEET 15) EXISTING MIN,2'6. x4" I/2 MIN•C' TIRTIM.RM TECHNOLOGY SHUTTER ASSEMBLY, 1 WALL flN15H STUDS @ SN, G.C.MA%. "PLYWOOD REO'D. W/ 1/2"Min,PENETRATION OF 2-MOUNTING SECTIONS CAN BE 1/2°MIN.COX PLYWOOD REQ'D. .WALL FINISH ♦ THREAS7Ep ARFA INTO PLYWOOD CGtd01NE0 IN ANY WAY TO REO'D.PLYWOOD Tb BE (SEE SCHEDULE ON SHEET IS} SUIT ANY INSTALLATION. Hy WALL SILL INSTA 6„gT1oN {STING MIN.2'04 STUDS i 16'D.C.MAX.REO'D. ATTACHED TO STUDS IN PLYWOOD TO BE ATTACKED TO STUDS IN ACCORDANCE ACCORDANCE WITH WITH SECTION 2:08 OF THE F.B.C. SECTION.2308 OF THE &HV WALL ILL INUALJ, TA ION i SEE UMJLA710N5 OF U'E OF at}Y ALL SILL INSTALLATION r.B.C. BE ON SHEET IUB W FLORIDA BUILDING CODE ion High velocity Hurricane Zone 02011 EASTERN METAL SUPPLY,INC. ,Y1Y 9=_ 1�.1{���+ I M�. � ■ ■ � Accordion Shutter System H.V. MAX#j W OR W/O N.V.WINDOW UADE American Shutter Systems EV,N GESCP.IPGOR GATE DRAWN BY: A.G. 11 TICCIT TESTING ENGINEERING COMPANY y STATE D� :9x , aSss R.w.Sam.sc s,.. rs,NRaxA aAoas nOar SS,sa Association, Inc.. OLD 11-063 11/28/11 DATE; 11 29/11 4, � 4268 Westroads Drive 2 �-•- Phone;(105)971-1530.Fax:(305)8)1-1511 DRAWING No F �yR;;'tea t a-ma&s-0006919 ' West Palm beach, FL 33407 S 4,_192 1 �'\ 11,E EB-GooanB + FS 11 WALTER A TILUT Jr.P.E. 5 ,��1df E/DATE FLORIDAA U.M+4191 5 a P. SH i 6T OF 2fl f� INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR HV-& A HV* BLADES (AS APPLICABLE) MAX SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WITH HV SM-E-00 ONLY SHALL E LIMITED TO 105.0 s .S.D: DESIGNPRESSURERATING, SE SHEET 9 -FOMAX 1 WALL FINISHHSPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE & WORKING IN UNISON II I/4"o TAPCON OR 4"x8"(Min.) EXISTING r CEO-:EEC —2 LAIN, TAPCON WITH ADVANCED 4000 BEAM REQUIRED. EDGE(IF APPIJCABLE) '' THREADFO_RM TECHNOLOGY STRUCTURAL ADEQUACY / is W/ 1 1/Z Min. PENETRATION 1/4"0-20x3/4"S.S. OF EXISTING W000 BEAM OF THREADED AREA TO 1' PHILLIPS TR S HEAD TO BE CERTIFlEO BY e EXISTING WOOD HEADER. Mtn MACHINE SCREWS REGISTERED ENGINEER OR EXISTING WOOD (SEE SCHEDULE ON SHEET 15) W/1/4'-20 NUTS ARCHITECT PRIOR TO EO E - TRUSSES OR EO EO ® !2'O.C. SHUTTER INSTALLATION. 1/2' -' 1/2" RAFTER m 24' `IZ19 / — - O.C. REQUIRED I 1 OR 1 1/4"o TAPGON OR EXISTING SOFFIT TAPCON WITH ADVANCED ,257" THREAOFORM-TECHNOLOGY I 3/4'Mak:T1K. Max. W/ 1 1 2'MIn,PENETRATION / /14x3/4" O EQ Vx4'x1/6"CONT.ALUM.TUBE OF THRH�I6ED AREA TO EO EQ S M 5 (6063-T6 ALLOY)W/ `OPTIONAL EXISTING WOOD HEADER. ®0'O.C. (3)5/Ifi'0 LAG SCREWS TO :�v I (SEE SCHEDULE ON SHEET 15) I 1 Of 1 of 15EACH OR +},,'I'•;�;';'r',_ I I 1 Or 13 or 15 I LOCATERASSCREWS LAT I I I MIOWIOTH OF EXISTING WOOD { ,'.EXISTING MIN 2"x4° I I I 1 I I,.-� MEMBER, (2"Min,NOMINAL EXISTING--f HEADER RE-0'D I I OPEN HOLE AT EACH WIDTH)W/2"Min, CAS (I MIN.SEPARATION TO GLASS I STUD TO ACCEPT I'I PENETRATION OF THREADED b (SEE SCHEDULE ON SHEET I1) E GLASS—XISTIN ( 5/16'0 LAG SCREW I TN MEA.VALO FAR l AT LEITER OF TUBE. I [(tR➢$Rl MAX.ALA.STIO.NDESIGN LOAD AND MN.SBYPAiX41 I I r' 9'-0'MAIL SPAN.THIS I 1a 11"(SEE E 11p (SEE I I '�. INSTALLATION IS ONLY VALID �S HV WALL HEADER INSTALLATION SMIO)WEO+WET IeAFIIXEDNI I I FOR WOOD W/ MIN.SPECIFIC ONFOR BADE 1Q OR�� 'I I1 iO+rtAOEmANv GRAVITY OF 0.50 AS DOUGLAS I a sIEEr 1e FUR IDH on seET 1s FOR UAOES(D Fe Q� _ I aaOEg yh QS1 I, ♦ FIR OR SOUTHERN PINE No.Z, 1�•SHEET 4 FOR TYPICAL SHUTTER ASSENBLY 17� - 1 GR ® OR EQUAL. 2-MOUNTING SECTIONS CAN 8E COMSIN D OHIi CEILING INSTALLATION U 0 r ON M ANY WAY TO SUIT ANY INSTAUATXIN. MIN SERtRATKM OR MIN. I I �soQUILE ai 4 U I I I SEPARATION I I NIt sEPARATIOAI i0 GLASS - lI FOR 91ACE()AIP - TO GLASS �- I t (SEE SCHEDULE ON SHEET 11) l EXISTING I ON SlEET 19 FUR") -'-� I I - - GIAGS\ (SEE SCHEDULE 1 aA�50)kQA) I ` ION SHEET 11) j I I �cLnSSIINs—� I - T j ALTERNATE ANCHOR LOCATION EXISTING WALL M. , IR4FINISH 3B1.4. #10 3/4" HED TEX DECK REQUIRED (NO FINISHNox . 7 SCREWS 0 12'ox -•� 1 3 OR 2"x6"MIN.WORD ALLOWED) DECK REQUIRED(NO —� FINISH ALLOWED) I.1' LOGE EDGE OF DECK 19 EDGE OF DECK DECK IF 5 IF APPLICABLE O 1 IF APPLICABLE _ -ECJ APPLICABLE 1/4'o-20x3/4'S.S. 1 1I 1 1/4'0 TAPCON OR 1 PHILLIPS TRUSS HEAD 2 J� 2'x4'CONT. i CON TAPCON WITH ADVANCED Nin. MACHINE SCREWS THREADFORM TECH1/4 rAPCON OR NOLOGY W1 1A1/2 CND 2"MIN SILL PLATE THREAOFORM TECHNOLOGY W/ I/4'-20 NUTS 1/4'0 TAPCON OR TAPCON WITH ADVANCED'THREADFORM 2'MIN. PENETRATION OF THREADED W/1 1/2"Min.PENETRATION 0 12'O.C. RFA'0• CF THREADED AREA TO TECHNOLOGY W/ 1 1/2"Min.PENETRATION OF THREADED AREA TO EXISTING WOOD'HEADER. (SEE Y '4 EXISTING WOOD HEADER. AREA TO FASTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) (SEE SCHEDULE ON-SHEET 15) O HV WALK—OVER INSTALLATION. F. BLPDEMTA.OINNSH1OF U99 FOR yy HV FLOOR- INSTALLATION CV HV WALL SILL INSTALLATION (B O FLORIDA BUILDING CODE(Hon ILtgh Velocity Hurricane Zone 02011 EASTERN METAL_SUPPLY. INC. I+ L �� c�i_ Accordion Shutter System /TVTj c ® oN a o e ■ KV. 0-41E#1 W/CR W/O H.V. NDOW BLADE 4$167 American Shutter Systems ^•° `"'5 TICCIT TESTING &ENGINEERING COMPANY Lv,N DEscarnoH GATE vRAwN BY: AG. Association, Inc. 1 OLD 11-063 11/29/11 DATE 11/29/11 l 8311 N.M.]8,n.St"Ste.309,WUN,1 G,pCENB,FIDRGA 33166 a 6 AF Phone:(305)871-1530.Fox 1(305)871-1531 4268 %Nestroads Drive 2 DRAWING No '• /4. �' ,-GI 11:U11-99ol.corn West Palm Beach, FL 33407 s 11-192 _�c''•F�ORIOP•:'``�,1` aEB-0006715 4 FS ��111 WALTER A.TILLIT Jr.P.E. 5 SHEET P.E DATE FLORIDA LIG.p 44167 6 17 OF 20 •wry END INSTALLATIONS n HV BLADE OR WINDOW BLADE INTO 2"x4" MIN, WOOD .STUDS 7'.4•WN.WOOD $TUO9 ROWD. 2'N4'-IN.W000 2'W M. - SN05 P.EO'M WOOD Sm05. 1/!'0'—N .� �. 21.• N. (AS APPLXAELE) \ /� NJCFOR 0 0' ` APPL1CABtET E m Inm \\ / WALL \ / 4T1A1S OR W/MIN. •, \ qly F2N511 ''� 1/2'PFIEWNAOON FXS11N0 CLASS- iN •O 1/2•COX kt STUDS Easi� C ^Elos we O A59 E%5 N0 GISs EwsIWO GLASS _x MFl 3PINVI� 1/2• L W. I FLYIf W.:>�: , 1/I'YN.milmIaASS(SFE NN m Mos(� % ,.• .,.... . �scaj0.YWW4 9GiOlAE W SKFI .r i�;�v:. SGHJ.LEE W 12'YN.mx mFAiE W 9EF! / WN1 11 F-TA 9/OEID A`O vC,:l:al^`? 12 11 FM 6ACE111 A`O 14-(aR lx/I71D l I lak]• ON 9EEI 19 Rai 116 Pop / UI 9fET 19 FOR (6010'-T6)ANT• F1— I/a'YN.COa MN 44EF 1.faR ® auu.ni PLrAaao. v�5ma m W� .1w la I kq [IIO6 m h 1 1'YN. PLATE.(LOCATE 1/2' Fgly1 I CAM a)0 Af F3RfC OE - - gl/2•SM.s. OP•) oa -•�.-•-•_-�/ YIM1IN AYtlEe•.0•-r alb G Taal/2•S.M.S. 010 D.C. - Faa.3-T. AT YONf>:Nf ((6., q (1)/10.1/1'2'4u.5. 9 (a)1/r.Yes AvcnaNTm � r imw 9oc a�E�•1 W 1 QA OA® sEE DETAIL.x ro Lll QR� ®� SEE CEraL x ran 1 OR QAC sux mrwEclloN FOR SCE CONNEVON m tRAts •@•a0 O-®'�II- sloe romECT �5-�-®(�- ®• TOTRACN9 -Q.' •(�•C�J-�•®- �•®-©•®-©•®•' ep•®•(�•ep•pO•®• c'op @-(D- •®• 0'c�®A c�•o R©- ®•LyM®•lY•�•©- ®•O•{©�•�Vp_'O'®• �`1Y••(©(��'yy®��•(V(��'©• Q•�Y�li"®•®•,.1' ®��'®•F�•® 'E END CONN TION DETAIL 9 NO CnNNECTION_ END C�ONNE TION DETAIL(2), ®. END CONNECTION DETAIL — EgSIINC •REOYRED ONLY FOR 9PN,9 lavFAlEn TNN7'Ta'-a' �a1A99 a•aSm05 REO'0,. 1/F'.JAPOCN N101CR5 1/4'.TAFCON.fNC1Ui9 //l Ox1 W/I if2•NN. W/1 1/2'NiN': 010 • - L�E!91130 CLASS-\ FEET non 0 12.00' FF2E, T04 O la`0.4 YN SFPAWxV ♦ SEE LIMITATIONS OF USE FOR -••N.SEPHFAxON : 1/2-011. II EawEm q A BLADE(3 ON SHEET-19 TO MASS(SEE ''A I, ON 9£II IS- 1111011 2— ----- 111101[P1sEE[ t• 5 li)11F9Qk D ----- 11 FOR CLCOM ` _ .. • W%W 1O FaR 1/1'N �' 1, --• ---- -, 6 UT©OR(BOR - MIN (D u\ 1D OR otj 4 06 .AOOR(j)OR NF ®•¢•©•O•O•®•![fin' .wu>_FwISN �a•.�•YN.Wna4" w.uA �Q-©•O•Cxh1'�•©n '1�OR®OR®OR .®•�„©,®• 9m O$REOb, f FINSN Y ,�-©.aw®.®• �t7 VIEW- �.®n f�.®-�,®n �'Q�-©•�°'�'CEJ DETAIL X END CONNECTION DETAIL 0 END CONNECTION DETAIL 11� FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 2011 EASTERN METAL SUPPLY, INC. Accordion Shutter System �.. E e O 1 n c. ■ ■ ■ N,v. BLADE#T w/o�w/o.H v. wlrroow MAX American Shutter Systems ,•' ZgjT�' i i TILLIT TESTING & ENGINEERING COMPANY - y REV.N ocscRlPT1oN DATE nRAwn ar:/A, 8]53 N.W.J6N.91.,Ste.JOS,NRpNIA OAROENS.FLO9aA 11106 Assoe[atlon, Inc. I OLD 11-063 -II 29 11 DATE: 11 29 11 STATF f1F ±� phone: 4268 w (304)871-1530.Fc.:(305)871-1531 estroads L3ryve z DRAWING No c p '(( �, a-mall:tllteeo0ool.crom West Polm Beach, FL 33407 3 11-192 =_ a '•.,LORI... F73-0006)19 A V v lF1 WFLOROA lTI'T 44167E 5 SHEET ATURE/DATE a 18 OF 20 v,.;�•�.S''"Z,:s w GFN_�. LIl+(TfAT1ONS AND,f"OND"'I'MDNG OF USE FOR �A , A 1.MAX.ASLO,DESIGN PRESSURE RATING:+110.-110 p...T. 2 MAX.SHUTTER SPAN:96' 3.ALLOWED MOUNTINGS:A,0.C&H ON SHEETS 6,7,AS WELL AS MOUNTINGS M.0.T•U&W ON SHEETS 16 S 17. � .-a Tw ONLY CENTERMATI S 21 A��y(GDTH WI§O Ofl 2)ARE ALLOWED W1TH 1 3 ! l_lPq�[dI ;v j-- daN+ A iN A SYMMEFftiCN.OR OPPONG LA�9Uf.IN CASE OF OPPO$kNG UT, 5 MUST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF an CENTER E. TYP'EA.END t ♦ ♦ t t l 5,(A)HV WINDOW BLADE @ SHALL ONLY ALLOW A MAXIMUM OF 6 OPENINGS (3'9 NOTES)FOR(9 PER GLADE AT SPACINGS SHOWN ON SHEET 4. MAX.5 WfNDPS c ♦ ♦ t (B)MIN.CLEARANCE FROM-TOP-OR BOTTOM EDGE OF HV WINDOW9LADE(a ALLOWED AT HV ♦t (.'} OF ANY 3'0 HOLE FOR V4 SHALL BE 12'. (C)FIRST ORT BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE >� (0)HY WINDOW BLADE1 13EQi MUST USED ALTERNATE TO A SOLID NV BtAIDE 3 + , THROUGHOUT SHUTTER'SOTH, Q ♦ ♦ t s • ilia ERMATES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOUD HY J31 +Ui ATEITHER SIDE OF THEM, SEE END 9 (F)POLYCARBONATE HV WINDOW�tSHALL BE INSTALI.EOSO- TABS FACE CONNECTION t t ♦ ♦ ♦ ♦ tg� >` THE INTERIOR OF THE OPENNG BEND PROTECTED.HV WINDOW MUSTBE 10GETAILS ON&8 TVPg ONLY INSTAt.I.cED AND LOCKED USING A NY SETTING TOOL PROVIDED BY ASSA, 'J INC, FULL HELCHT. & p� BUILDINGS ONS.SEE ESPACING SCHEDULE FOR INSTALLATIONS N SHEET 15,AS LIMITED BY PAN AND DESIGN (SEE NOTES d 11 WOOD FRAME i &2 ABOVE). - ^ 7.9EE ANCHOR SPACING SCHEDULE FOR-INSTALLATIONS INTO POURED CONCR-RE OR CONCRETE BLACK WALL ON SHEETS 12& 13 AS LIMLTED BY SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). 8.MJNLMUM SEPARATION TO GLASS SCHEDUUE PER ASTM E-1996: - _ PLAN.-FOR-REQUIREMENTS)MEN15) W t 0-06 ,,_ti WIND TONE -MIVIMUM SEPARATION TO GLASS D H (b1'�) NLMRED WIDTH, 1 THRU 3 1' �#Eti/ATIQN MN SEPARATION TO QASS EXISTING GLASS SEE SZHWUE ON 94Z 11 FOR MADE m M 6,25' —____...____.-_ _____�__,.._. ^••��.,�` AND ON THIS SIfET FOR RADES(0&�A �j TVP. i 1 }✓\ t�1 T P. SYtA.TFGCAL CENTERMATESt 2� y / ( \� W/O (SEE NOTE 4 ABOVE) PFAN � 4 fl TYPICAL 1 HV BLADE WORKING IN UNISON WIT14 HV WINDOW BLADE CIA SHUTTER* N.T.S. —� FLORIDA BUILDING CODE(lion High Velocity Hurricane zone ET>ptNAi,rw�i�,r ©2011 EASTERN METAL SUPPLY,INC. Tl�liT�=_ BERTHA HVTM �!s � N Accordion Shutter System i� H.V. K.ADE#1 Wf OR W/O H.Y. WM WW RAX NQ.441,67 Amerfearr Shutter Systems REV,N DESCRIPTIONATE ORAYM By. AC. '. rs TILLIi TESTING & ENGINEERING COMPANY ' 6155 N.W.]6th.91..6te.X16.VJigMIA GAR—%---A J.1166 ASSOCtattCO> Inc. i OLD 11-063 Sij29 11 BATE: t i j29/11 PNcn<:(305)871-1530.Fc.:(305)871-1531 4269 Westroads Drive 2 West PD?m Beach, FL 33467 DRAWING No �'''•fi�OR10?;.�\�L`''AA°� a-m�®Laoae�"'i'"t" � 11-192 WALTER A TLLUT Jn P.E. > P a�y{d61�R�A 1WIFE/DATE FLORIDA LA.if+4167 a SHEET 6 19 OF 20 js . /5'.1 1/2'x 0.035^THICK INSTALLATIONS W/ HV BLADE & HV CENTMMATES 2.000'M­ Min.ASM A-053 GRACE 4D 'n MIn.G-60 GAVJ.STEEL 43b INTO METAL STUD- WALLS METAL STUDS AT 16'O.C. 3 '..:;, O'C' 4 41 %VX47911 1 NOMINAL S * GENERAL LMIaONS AND CONUTIONS OF USEALUMINUM SLEEVE FOR BERTHA(1)HV BLADE ACCORDION SHUTTER 6063-TS ALLOY 43c / 430 1N(I 4'x DAM'THICK Min. SYSTEM INSTALLATION TO METAL STUD WALLS CdN6�k& STEEL TRACK CHANNEL, 0 6" 5'O.C. GRADE 10 MING SEPARATION TO GLASS SCHEDULE D;dO 1 Z90 FASTENED Wo' [EXISTING APPLICABLE (2)#6-1/2-TEX SCREWS ON EXISTING FINISH 39 1, MAX. A.S.D. DESIGN PRESSURE RATING: +75, 75 (ps() INTERIOR&EXTERIOR FACE 2. MAX. SHUTTER SPAN: 84" VAND Z014E MINIMUM I ASTM E-1995 SEPARATION tr -N.T.�+ ' WIN.SEPARATION 3. ALLOWED MOUNTING: ON THIS SHEET, TO GLASS EXISTING GLASS TO G�LASS 1/4"0-2OX3" BOLT ) (SEE SCHEDULE) 3 4. ONLY ENTERMATE(251 W/ 204 HV LOCK ARE ALLOWED I THRU 3 1 MUST PENETRATE I" I (TYP- WITH(21 ARRANGED A-SYVMETRICAL LAYOUT. if USE 01'(2)n.35 (6" LONG, MINIMUM) MUST-Al2NAYS 13E 4 4. 3. EXISTING FINISH INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF L--------j ,zsG37 16YT.,GAILY.STEEL TRACK CHANNKI: AS APPU BLE CENTERMATE. ASTM A-633 GRADE 40 Mh G-60 aALVANIZED FASTENED TO STUDS x ON 43c 43d L k EXTERIOR FACE 1/4-0-20 THREADS BLADE SLACK DETAIL HVF IS ALSO VALID FOR 480 1/4"0 EM CONSTRUCTION El I __'_ 12 if CENTERMATE @APPLICATION WITH BLADE PRODUCTS EAD-VOK NO 43b Mtn.ASM 0.035*THICK -0 A-653 GRADE 40 0 6' D.C. COMP -NENTS Min.C-60 GALV.STEEL -R/SILL INSTALLATION SCALE: 3/8'= 1' D.C. MS WALL HEADS -FINISH AS APPLICABLE METAL STUDS 5T Is in: >" EXI ING (TYP.TOP&-BOTTOM) 0,035* -Z——————— I C3N1T+"Vx6 1/4%TEEL TRACTHICK Min. K CHANNEL. EXISTING GLASS C AStM A-,A653 GRADE 40 Min.0-60 GALVANIZED FASTENED TO STUDS INTERIOR 77-T.T..a, W/(2)#6xll2."TEK SCREWS. ON SYk4 M*77F�YQ'AL 43h 4 q CENTERMATESyy `CENTS MATES MV (SEE SCHEDULE) tl-INTERIOR ACCESS (: EXTERIOR ACCESS.,51DE z --------------- --------------------- ------ --------- ------- (Typ.)- IN A(3*6. IN 4 12 ------------------- --—------------- --- :=== 24 -------- -------- TL' -- ----------- .....-----------. ------------= -----------Akk.- —------ ----------------- --------- <1 ------------- ------------- -------- ------------------- -- --- -------- -------- i 21 -21 1 (2) ED AT 42 12 1 1 HV ER/SILL ENDS -- ---- --------- V------- VIEW Y 44 (6 Min.)- 24 SIDE CONNECTION TO TRACK 7' 6 1/1"MAX. SLACK (Cont.) 6 1/2 (T 7' BV8 BLADE SLACK- QMIL HVF HVG FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone� 02011 EASTERN METAL SUPPLY, INC. N.TIQ TM ............. IL E��COccordion Shutter System &S,"I"Al" H.V.KBLADE#1 W1 OR W/O H.V.WtWW BLADE 441American Shutter Systems v. a DESCRIPTION DATE DRAWN BY: A.G. TILLIT TESTING & ENGINEERING-COMPANY11/29/11 QAtE: 11/29/11 Assoclation, Inc. I OLD 11-063 630 N.W.36 h.SL,S'..305,MROUA%WDU?S,FLOW.M.M -2 4268 Westroods Drive �q:fp'fp RF Phone (306)871-1530.Fax:(305)871-1531 DRAWING No _.A: West Palm Beach, FL 33407 3 0 *-..,<, '- N' 11-192 00) WALTER AL E-000 719 4 TE.RA.TULIT J,,P.E. FLORIDA L,..1 44167 5 SHEET P24W�i15)"DATE 6 0 OF 20