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HomeMy WebLinkAboutProduct approval W. SCIS Home Log In User Registration Hot Topes Submit Surcharge Stats&facts Publications FBC Staff SCIS Site Map Links Search b = oduct Approval USER:Public User d r .' RECEIVED ..• Prvdua Approval Menu>Product or Application Search>Amkcauon List>Application Retail }' SEP 2 ZO18 ' FL# FL389 R9 Application Type Revision Code Version 2017 ST. wee Gfiety, Permittinsu Application Status Approved --- Comments Archived 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 Irod rig uezoeasternmetai.corn 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 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tiliit,Jr.P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence F389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC-INC DRAWING 17-107 CERTIFICATE OF INDEPENDENCE,PDF FL 389 R9 COT AMERICAN SHUTTER SYSTEMS AC4OC..INC. DRAWING 17-106 CERTIFICATION Of INDEPENDENCE 111 PDF F r ns e�cotr-erg cul rrTER SYSTEMS DRAWING 17-1Q8 CERTIFICATE OF INDEPENDENCE PDF Referenced Standard and Year(of Standard) Standard Yeer ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201, 202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summary of Products I -- FL u Model,Number or Name Description 389 i Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 17- (top and bottom)for storm protection 108 Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R9 II AMERICAN SHUTTER SYSTEMS DRAWING Approved for use outside HVHZ:Yes 11-108 BLRIHA HV ACCORDION SHUTTER SYSTEM,PDE Impact Resistant:Yes Verified By: American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other: 'arge Missile Level"D".Max span is 12'-3"for 40 psf Evaluation Reports positive ASD load and 13'-0"for 35 psf negative ASD load FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING the HV3 blade w/o window blade,5'-2"for 110 psf ASD load 17.108 PRODUCT EVALUATION REPORT.PDF for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-11" Created by Independent Third Party: Yes for 55 psf HV3 blade w/window blade working in unlson.Max.span for HV3 blade w/o window blade for Installations into Metal Stud walls is 79"for max.ASD pressure rating of:72,-72 and 84"for+64,-64 psf. See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only- (Non-HVHZ)-Drwg 17-107 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No X89 R9.11 AMERICAN SHUTTER SYSTEM ASSOC.. Approved for use outside HVHZ:Yes INC. DRAWING 17-107 BERTHA HV ACCORDION SHUTTER Impact Resistant: Yes SYSTEM.PDF Design Pressure:N/A Verified By: American Test Lab of South Florida Inc. Other: Large missile level"D".Max.Span Is 16'-0"for 30 Created by Independent Third Party:Yes p.s.f negative ASO load depending on centermates and Evaluation Reports locking rod configuration for the HV1 blade,8'-0"for+64, - FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC., 72 p.s.f.A.S.D. load for HV blade for Keystone mountings INC. DRAWING 17-107 PRODUCT OF EVALUATION 7'-U"p.s.f.for metals stud mountings and 8'-0"for 110 p.s.f. REPORT.PDF for HV1A working in unison. See sheets 7, 11 and 20 Created by Independent Third Party:Yes respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 17-106 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R9 II AMFRICAN SHUTTER SYSTEMS ASSOC., INC. Approved for use outside HVHZ:Yes DRAWING 17-106 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST.PDF Design Pressure:N/A Verified By: American Test Lab of South Florida Inc. Other: _arge missile. Max. 16'-0"span at 30 p.s.f ASD load Created by Independent Third Party:Yes for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Evaluation Reports 12,25 and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC_ INC. DRAWING 17-106 PRODUCT EVALUATION REPORT PDF Created by Independent Third Party: Yes Q Contact Us 2601 Blair Stone Road,Tallahassee FL 32399 Phone'.850-487-1824 The State of Florida is an AkEEO employer.Ccpvrloht 2007-2013 state of Flinch- 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 eJeltronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questons,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 Wrth 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: GENERAL NOTES: 1. BERTHA M.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(6th EOIIIDN)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 OF THE ABOVE MENTIONED CODE,FOR A BASIC MND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-0.85, USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A.S.O.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19& 20. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN MND LOADS AREA 1: HV BLADES CtA do QA BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX.(ASD)DESIGN PRESSURE RATINGS RNDICJATED ON SHEETS I 1 THRU 15, 19 &20. GENERAL NOTES 517EEi 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D..AS TESTED, WERE NOT OVER STRESSED,A 33 2 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NM USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A MND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H V.ACCORDION SHUTTER SYSTEM'S ADEOUACY FOR MND AND LARGE MISSILE IMPACT LOAD MAS BEEN VERIFIED IN ACCORDANCE MIH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICAL WINDOW BLADE & WINDOW DETAIL -HN BLADE O' #0214.01-03,#0715.01-03,01004.01-05, #1214.01-05, /0317.02-06. 00609.01-10 AND 00210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2: HV BLADE()AND HV WINDOW BLADE (Q AND E-1996 STANDARDS (MISSILE LEVEL D.WIND ZONES 1, 2&3)& 01220.01-10 AS PER TAS 201, 203&203 PROTOCOLS LARGE MISSILE. HERE APPLICABLE) -HV WINDOW BLADE EN #050501-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D.MND ZONES 1, 2,3)BASIC PROTECTION ONLY AND # 0725.01-88 AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SWEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2. HN BLADE(i AND HV WINDOW BLADE Q ARE ENGINEERED TO WORK IN UNISON NTH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3. BERTHA M.V. ACCORDION PINS(HV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRUCKS SHALL-BE#14.2.75 AND#14.1.75'RESPECTIVELY, 410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS Min 135.0 wi HELD STRENGTH AND 180 bi TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV OAl7NO5HIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 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 kat FOR END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SWEET 10 MAXIMUM SPAN TABLES SHEET 11 6005-T5 ALLOY. ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DM 50018 NTH 50 ksi MLI.YIELD STRENGTH AND 90 Lai 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 ASTM A-307 GALVANIZED STEEL.OR NSI 304 OR 316 SERIES STAINLESS STEEL WITH 35 kIIi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HN BLADE 'D: 12,13,14,15 AND 20 INSTALLATION DETAILS M-R, WOOD SHEET 16 MV BLADE Q&® WORKING M UNISON: 12, 13& 15 INSTALLATION DETAILS S-X, WOOD SHEET 17 END CONNECTION DETAILS 7-12 & X. WOOD SHEET 18 S. THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM SEARS A U.S. PATENT 16'779,582.COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S.PATENT 05'458,179 ISSUED TO EASTERN METAL SUPPLY,INC. AREA 3: HV WINDOW BLADE R ONLY 9. IT SHALL BE THE RESPONSOL17Y 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 W CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT MND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PEMODS OF HURRICANE WARNINGS HOME OWNER, TENANT, OR OTHERS, MUST PROPERLY CLOSE ALL HV AND HD AREA 4: HV WINDOW BLADE(h ONLY CENTERMATES AND ENGAGE OR LOCK ALL HTV AND NO 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 INSTALLATION DETAILS. METAL STUD WAI I S SHEET 20 PLACED FOR EVERY OPENING. LA13EUNC TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. ---- 12. BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALE COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BWLDING 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. (b) CONTRACTOR TO SE RESPONSIBLE FOR THE SELECTION, PURCNASF AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.E.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (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 WALL BECOME THE ENGINEER OF RECORD(E-O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD.ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL L SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL.SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 02DII TILLECO,INC. 02017 EASTERN METAL SUPPLY, INC ,AAT 4N •`� ENSi :. BERTHA HT. /71MEC A S A Accordion Shutter System 0 1 M C. ■ ■S■ ■ H.V. BADE/(1 W/OR W/0 HV. WINIM BADE � /�1 * y American Shutter Systema LY, oExlrrlaR o.1E DwWN,LLY: c. T f�' (,! TILLIT TESTING & ENGINEERING COMPANY ••• A 7 AAA 63!!N.W.]6th.St..St,..tOA NRGYNW.MN35,tlp,M 3316 Association, Inc. 1 OLD 15-085 7/27/1 DME: 07/27/17 Pnans (305)571-1530.To.: (305)671-1531 4268 Westroods Drive DRAWING No Dnp ,�:•�'\HLPAA •-w6l �osewswh West PcIm Beoch, FL 33407 i 17_107 --'•V_V712 /oNIAIL` .0 WALTLR A 006 J,.P.E. FLORDA Uo. 1 44167 5 SHEET P.E. StAt�SWMAY&E/DATE 6 Cri 10R mom K"® vAR1ES 1.491 1,918, ! r .•• \ �• ig gl Max. •� • � QJ • •.4yy4�4 I •-1 TS--•- o �_ 4.771 1 '�. I �_.-..._ 4.]a5• ,— I �• -1 HV SOLID BLADE .77si �•. 0HV_ 90'j180' STARTER J 3OHV UN RSAL FLOATER QUALIFIED FOR USE W/ COVEREDR PATT 5458179 � UNDEUS EN # QUALIFIED FOR USE W/ Nv BLADEtQ t 4 NV DIRECT MHv BLADE "�'� HV WINDOW BLADES 6005-TS ALLOY AND TEMPER QUALIFIED FOR U(�S1)E W HV 6063-T6 ALLOY AND TEMPER LIMITATIONS OF USE OF BLADE ®ON SHEET 19 BLADE ND TEMPER �j Y 6063-T6 ALLOY A 4• r� 6063-T6 ALLOY AND TEMPER 1' • AM �.7 .670' 2.226" n •2 I 642 -- o t er qi •n o � �• �i S" 2" q. �J\ O i— - ------•- '- (7)BY ADI. ADAPTER W/LIP I 4.40.072* 76" _ OUAI-IFIED FOR USE W/ HV (8;HV W LK-OVER TRACK 'p (�)HV ADJ. FLOOR TRACK BLADE T, QuAUFlED FOR U�$$$��� w/ HV @9 H TRENCH TRACK ].7 - 6063-T6 ALLOY AND TEMPER BLADEtii QUALIFIED FOR USE W/ HV QUALIFIED FOR UIE W/ HV 6063-T6 ALLOY AAb TEMPER BLADE C ONLY. L 10 HV RAINGUARO BLADE 1 6063-T6 ALLOY AND TEMPER QUALIFIED FOR U!JA�7)E W/ HV 6063-T6 ALLOY A D TEMPER vAt6Es BLADE R '7 1' I IS* ? VARIES 1,936" 6063-T6 ALLOY AAD TEMPER o:. 1.917" `{ -_ T-- o. x,.083" 067' .. .083. 7' 3. .093, w - _..__l_.... - .177 00 .t $I 670 _._.. vim• -V2�R .060- .060' 670 I 1.686 4 lA 670 f 7.529' I 1 \ *• I ,g7p, �7� i�1�1 HV CEILING HEADER (io HV HEADER/SILL I3 HD CEWNG HEADER/SILL 3'529 JkIFIED FOR USE W/ HV BLADE i'�ONLY, QUALIFIED FOR USE W/ FIV BLADE��ONLY (� 6063-T6 E W AND BLADE QUALIFIED FOR USE W/ HV BIADE�) (�HD WALL HEADER/SILL SEE SECTIONS FOR VAUDITY SEE SECTIONS FOR VA`IDITY. QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE n ONLY. 6063-T6 ALLOY AND TEMPER X T COMPONENT A B T1 T2 1 % Y t ` MV%MN Y MN t Iy.i 2 --- ' 2' 'A•125' 3, 2' S'MAX.' 1/8" i 1/8' 1 ........ 1� 2' S'MAX 1 0.192' 10.192* L...._x__J 16 SIDE ANGLES e - --- O; CORNER POSTS ALUMINUM ANGLES '19 2 5- 7'MAX 0.190• 0.190• �L;•:DF"IED FOR USE w/ FIVi f (QUALIFIED FOR USE w/ HV BLADE Cl) QUALIFIED FOA USE ri/ HV BLADE 6063-T6 ALLOY AND TEMPER BLADE V ONLY. j 2' 5'MAX. 0.139'!0.131' 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE Mon High Velocity Hurricane Zone 02017 TILILCO,IN02017 EASTERN METH SUPPLY, INC. CEN ✓: BERTHA TM sF A S.S.A Accordion Shutter System 1 L E C O I N c. . ■ KV. BLADE /1 W/OR W/D KV.WINDOW BLADE �J �� •* TILLIT TESTING h ENGINEERING COMPANY American Shutter Systems .N - pExR-08 /PAn27 DATE: 0 LC. arA u6s••.> St,w.aft rAADM•nCM, v Association, Inc. 1 Ox Is-065 7/27/1 DATE: 07/27/17 ¢�4 PA_:(305)871-1530.ro.:(305)671-1511 4266 Westroods Drive 2 DRAWING No 'Ff'••;[Oglp�,:`�'v l��' .- 811 '�« West Palm Beach, FL 33407 3 _ 17_l o' ,p a 0006719 S ��p� 11 "TEED- ALTra TILT J-P.E. /Q 11 FLORIDA Lm.0 44167 5 SHEET P.E� , �iZh 14E/DATE 6 2 OF 2 4,6W ERE GST 4 2.293' r- NG DWAID. 1/4•-20Wdo-Awn q(AOEpI-M CAST 1 _EGRESS'URN .062, �UCYLINDER M(C-ow P- , E-LXTED) Yi PLATED) N HV CENTERMATIE HV LOCK HV EGRESS LOCK .."IlEAR USE W/ HV BLADE(D& 8 ONLY HV FLOATIN 6063-76 ALLOY AND TEMPER XED FOR USE W/ HV BLADE I & A ONLY j I QUALIFIED FOR E W/ HV QUAUFIED FOR USE W/ HV S 6063-T6 ALLOY AND TEMPE i& HV CORNER CENIERMAH BLADE��T)& ISE ONLY. BLADE(f).& 0 ONLY. ' 5 U'LlnED FOR USE W/ HV BLADE C�11ONLY 250'0 0 2,1574- 6063-T6 ALLOY AND TEMPER PLASTIC NEAP 16" 1.73111- 122 MOLDED TO- SCREW 2.0 1.753, FL360'AFTER RIVETING 06 BEFORE RrVFTING 1/4-#--20 x 3/4" CREW I Z4"0-20 RIVNUT* S.S. T LIMIS SERIES 9444 Al (2014-TI�10Y)LARGE FLANGE TIIN �F W.EET NUTSERT,PART 111 0820,AS MANUFACTURED BY AVDDL HV MALE *Tw LOCK CENIgRMATE CHERRY TEXTO",PAftPF�ENY,NEW JERSEY 07054 OR EGOL ILA. FRONT F1 RIA10N 4 4j�l LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE(1,1ONLY ENTERMATE HV ALTERNATIVE LOCK q�g MY FEMALE "T" LOCK C 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W1 HV BLADE T ONLY ouAunED FOR USE OUAIJFIF�D F%USE W/ HV QUALIFIED FOR USE W/ HV BLADE C',ONLY 6063-T6 ALLOY AND IEMPE)r' W/HV BLADE Cl BLADE ADE ONLY. 6063-T6 ALLOY AND TEMPER w o — {e • .214• 06-1 CYLINDIER KEY CYUNMORR .,,62 21 eif .5.5- 0.875*Min. 31 HD CENTERM TE W/ No 4KKING ROD I# HD CENTERMATE W/ LOCKING 0 QUALIFIED FOR USE W/ HV BLADE(l)& UA QUALIFIED FOR USE W/ HV BLADE - UATE'S MCI 6063-76 ALLOY AND TEMPER # HD CENTER INSgRT 6063-T6 ALLOY AND TEMPER FOR USE W/ HV BLADE(I &61 q! VARIES. 12-MIN. QUALIFIED 6063-16 ALLOY AND TEMPER IM.-.20 S.S. )"p-0-16 'U *1/2- L[L #: - I THUM TURN CYLINDER (SEE,IXTAU) OR KEY 11 ". CYUNDM 1 78 Ma, ($3 LOCKING 11100S HD LOCK QUALIFIED FOR USE W/ HV EILADEIt; -0 20 AISI 304 Elf REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. 6063-T6 ALLOY AND TEMPER HV 3/8 ACETAL BY ��5)INSTALLATION WILL REQUIRE A 7/16" HOLE THUMBSCRIEWS 14RIES S.S. THUMBSCREWS OUAUFIFD FOR USE W1 HV BLADE 01 & DRILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR V,%,Yjj-HV RLADF'_l) OUALIFIED FOR USE W1 HV BLADE;L1 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 11,61 02017 nLTEOD.INC. @2017 EASTERN METAL SUPPLY, INC. SIEMIA Accordion Shutter System O A.S.S.A. KV. BLADE #1 W/OR W/O KV,WWN a" American Shutter Systems It%Nd DESCRI14M DAn dMwN BY: LC. TILUIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-M EM STATE% -* ". J- SI-.S..3",M�. C1110E.S."— '," 12" are 07/27 17 1:(30)071-1530 Fo.:(305)871-1531 4268 Westroads Drive 2 —DRAWING No West Palm Beach, FL 33407 1 EB-00"712 P.E. 17 107 • &P ....... oill% WALTER X TIUUI4 FLORIDA L� f"167 6 SHEET P.E. TE I --& 3 or 21) .. ......... SHUTTER ASSEMBLY SCHEDULE FOR 12 M . LEA E 0625' HV 10 HV M 41 TO SLADE 1575" (D HV BLADE 1 —----- HV VIINDOW BLADE .0625' .0625 0625" HV BLADE 1A f�jii *d (&,,! I ------------ I Y BLADE's HV LONG RECESSED NYLON BUSHING KNUCKLE .1.251 ----------- (TYP) HV SHORT RECESSED NYLON BUSHING 6 R17 LAT PORTION (DOR 0 EXTEWq HV NYLON HAT WASHER p J50" 302-303 SERIES ///02-8 50' 1 x (43 HV WHEEL CARRIAGE AJSI �-4 0- 0.870"x3/16' THICK NYLON WHEEL. MV WWDOW 1 2 1/8"MIN.1 CLEAR 3. SEPARATION - 3.7500' 0.188"0 AISI 302 SERIES S.S. RIVETS 315'0 BETWEEN 03 —------------- -- EXTERIOR BLADE D625" 5" Y _4A 11621- X HV 1 3/4- ACCORDION PIN W1 #8 HEAD • OPENINGS5 ON CENTER, 75M" � HV 2 3/4- ACCORDION PIN W/ 8 HEAD TI/4-1 CLEAR POLYCARBONATE IMPACT RESISTANT HV WINDOW BET EN j TYPICAL BY WINDOW BLADE AND • —.-4 I S;w" POLYCARBONATE HV WINDOW DETAIL r 0 1 VEUNOTE FOR EQ IREMENTS) (DOR 9 POLYCARBONATE IMPACT RESISTANT " Tly SAYER MA-<ROLON 3103 POLYCARBONATEWINDOW A y 12-MON.CIL CC RESINS, UV-STABIL.IZED GRADE OR SABIC A • AM aartpw INNOVATIVE PLASTIC TEXAN 103 RESIN PIN 1EQUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR U �To Pill�1�' (SEE NOTE "F- ON SHEET 19). 9 (i)OR (1) HV PIN 0 SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D OR POLYCARBONATE SOURCES FOR EXTERIOR 1ppuF RL9AT HV 6 BLADE. & ASSEMBLY AL SHUTTER (gl HV PIN @ OR AT (2) HV PIN (9 MAY BE USED IN LIEU OF AND ONLY AT EST BLADE'S KNUCKLE. EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D *n 3?4� (SEE MOTE * FOR SPECIFIC Gwen Am DA7 O� BLADE WHEN CORRESPONDING TO INSTALLATION "li", SHEET 7. REQUIREMENTS) I .048:�TYPr FUDK"VL s7RDICTI,AT D790 12.500(3) HV PIN ® OR ®W/ 1/2" O.D. 1/16" THICK S.S. WASHER FLIxt19malok mol)LAMS DIM -1. T SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. 02" SHEET SMOKE OINI ASN O� 412 X 6.4 x MAX 'PEEL CARRIAGE DETAIL WE OF 6100WGI It .� C-I� s "?EMBLY LAYOUT MF awwN `,M 0192e Im 900'F All.GI!I4 TDIMLF 50111AWMM AFTER wwam ..j Tj HV BLADE SOLID & 16 HV WINDOW BLADE DETAILS TENSILE SnEw Berm MIAI .6,639B461 IISSO-i. N.T,S FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, ........ c201� 1,LTFCO, INC @2017 FASTFRN METAL SUPPLY. INC. BERTHA H T. U LEco ... A.S.S.A Accordion Shutter System FLV. BLADE #1 W/OR W/O H.V. WINDOW BLADE l TILLIT TESTING ENGINEERING COMPANY American Shullier Systen'13 REV.N. 01SCItu"ION DATE DRUM BY: LC. Associallon, •Inc. I o 15-0a5 D7127117 DATE: 07/27/17 All] 6155 1. W, ST,5Ia 105. ...... N- - 7o1, :(305)B1-153Ph— (05)87!-1530 T 7 1 4268 Westroods Drive I DRAWING No0S16 ... R —6BH0ft9a— West Palm Beoch, FL 33407 3 17-10 7"TER ATi IT J,.P.E. O "167 5 SHEET P.E. SEAL/SIGNATURE/DATE rLR"L�.0 4 OF_20 1 3•Q3 q ': s *NOTES ON HV LOCKS AND CENTERMATES: A B C D 4 M S T u 1 MANDAMAY CONDITION N: ONE HV LOCK 5 or SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BFIOW 2 Of SHUTTER SPAV FOR SPANS UP TO 105 AND FOR INSTALLTIONS AT ANY 1 ELEVATK)N. FIV LOCK.23 or 5 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TOOR 1 CENTERMATES W/(2) 1/4.0-20 x 1/2"LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON _ TYPICAL SHUTTER ELEVATION. « 1 2. . jl;IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV_ G�w•2^D� LOCKS „ OR E§ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LACKS TO CENTERMATES aj ORSHALL BE AS INDICATED ON NOTE (1) ABOVE. 11 , LOCATION OF LOCKS SHAL, BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. 6 USED W/nN0 H.V. LOCKS) LOCKING RODS ARE NOT REQUIRED AT,rURRICANE POSITION, BUT MAY ICA oRr�s�on w 0�a1 a l♦ ��« 5 BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS 3�OR AN ALTERNATIVE DEVICE _ J I MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. •ONE FIV LOCK f ppTT 0 SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN 3 AND INSTALLATIONS AT ANY ELEVATION. TN LOCK t24 or f*SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK. ATTACHED TO(t�CORNER CENTERMATE W/(2) 1/x'6-20 % 1/2" LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS �_S AT TOP h BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. tl� Noc-Kvc I MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. N— '3 5. }' • ONE ALTERNATE HV LOCK MAY BE USE IN UEU OF FIV LOCK or FOR ANY SPAN AND _ 6: ii4 �vY� INSTA CATIONS AT ANY ELEVATION. ALTERNATE LOCK MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF I/4"o-20x3/4" S.S. THUMBSCREW TO f.OR 0 CENTERMATES SHALL BE MADE W/ 1/4'0-200/4'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. ySCI 6. MANDATORY CONDITION 83 FOR KEK7oNc IArt1MP NATIONS, ONE HV LOCK IS or 0 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 96'.AND FOR INSTALLATIONS AT ANY ELEVATION. HV (ACK f3 or or @ MAY BE USED AS AN INSIDE OR -�--- OUTSIDE LOCK, ATTACHED TO 11 or q2 SYMMETRICAL CENTERMATES W/(2) 1/4"-20 z 1/2"LONG FLAT HEAD S.S. SEE END M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. LASE OF LOCKING RODS C W/ CONNECTION OR Q TOP AND BOTTOM 6 COMPLETELY MANDATORY. DETAILS ON 8YPLL 15"TTYS.FUI n `(IIIL_..�Jpr t *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT. I 11 OF CORNER 1 SECOND At UAND&ICONDITION -r U"09-Apm cwrahmm go AND -- .. .__......«m,,,.._._ ... ------`--�' CENTERMATE � CNF. ALTERNATE HV "T' LOCK MAY BE INSTALLED IN LIEU OF HV LOCKS OR FOR ANY AN AND It�S .'C IN ANY ELEVATKkT. AL7 NATE LOCK (S� Y BE USED O AN SECTION v OU DE LOCK. ATTACHMENT (1 n n 6 - 7 i 8 �O•1 1 OF LOCKKO INCLUDES USING REINFORCING LOCKER �i, AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST 8E 10•�. �• 3 n�•'f S,a __ , CONNECTED TO CENTERMATES®AND�W/ 1/4"o-20 % 1 1/2'LONG S.S. THREADED BOLT W/ 7/8'0 x 3/32' WINGNUT OR W/ 1/4-o-20%1" S.S.M.S. INTO A 1/4-Ox 5/8"RWNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" 7'. •T-�jla`✓•c7 •®n MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS M TOP AND BOTOM IS MANDATORY. CS,'•@8o%1�•Q�8)-�•47 n (8;•Ria®•f31-0_#•V'nI N S•�4) *NOTES ON HD LOCKS A E. ERMATES: 1 �I rV ♦ w/NO CMMRMATE31y1 OR�S4 W/ A : ONE ALTERNATE HD LOCK( MAYBE USED IN LIEU OF TYPICAL 1 HV BLADE SHUTTER ELEVATION HV LOCKS 124 OR;p FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LACK�MAY BE USED AS AN INSIDE OR OUTSIK LOCK. AI IACHMFNT OF HD LOCK'�4/TO®IS W/ J/8• 3/8'F.N. S.S.M.S..AND INCLUDES N.T S. REINFORCEMENT INSERT 331 AS SHOWN ON SECTIONS HDB-M/6 AND HDC-HVC,SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS�5 IS COMPLETELY OPTIONAL. on High Veloctty u7c__une one 111 P�' /���• 02017 7I.TFCO,INC. ®2011 EASTERN METAL SUPPLY. INC. LN �:••'�,\CENSF'•,'�9 iE A HVIM A S S A Accordion Shutter System 1 L ECO 1 N C. FLV. BADE t/1 W/OR W/0 FAV. VANWN BLADE i * American Shutter Systems REV.Ift DESCIR►TION DATE DRUM 11r LC. ;• TT TESTING ENGINEERING COMPANY 9'. F ILLINr Association, Inc. I OLD 15-085 7/27/1 DATE: 07/27/17 O FAIW.I— ..sNe-ws.MACINIA GARDE,4,rLOAOA s7,c 4268 Westroads Drive 1 A Rhone:(3as)671-1s3o.Fox:(3as)e71-1531 DRAWING No • ••.,,•• L ♦-moa:uN♦eoeoo.eon, West Palm Beach, FL 33407 3 '••� �,N�'L1A OI A EB-CO06719 , 17-107 -ss/ONa • L WALTDLUT J,.PL FLORIDA Uc./44167 5 SHEETP.E. SEALlSIGIVATURE/Qf.T: 6 5 OF 20 •--CONCRETE ANCHORS POURED CONCRETE POURED (SEE SCHEDULE ON OR CONCRETE BLOCK? CONCRETE CONCRETE-, SHErr 13) REOUIRED t- _ REQUIRED REQUIRED ...__. _ •_-... CONCRETE ANCHORS MACHINE SCREWS S. CONCRETE ANCHORS ` `. (SEE SCHEDULE ON SHEET 1 J) ©18 A FCYSTONE(SEE W3UNTNIG®DN SNRT 7) (SEE SCHEDULE ON NU 1/4'-20 • r SHEET 13) NUTS O 12.O.C. 1. i--� _...—�__.__. ^I7�oRi1.{j (-' Min ..1/4'+- / ss. r1. - 1- EO EO MACHINE SCREWS -EQ EO -�____ r USING 1/4'-20 NUTS ': 1/2•- O 12,O.C. 1/2' ------- T E.D. I .250•Mor. _ I� 4 ...__._ I E D. _.250' v l .250'Mox. FI t— � E.O.- I OPTIONAL � E.D• ` �1 . Mox. 1 1 1 ' 1 PTtONAL MN 4Pwm -_ t, �am(SEE GEaa0*0 I 1OOR EXISTING a Sur 1S Fol 1 EXISTING _ MIN.SEPARATION TO GLASS 1 .LASS—, erN:s..a I CLASS -(�- (SEC$CFEDULE ON SHEET t t) MW.SEPARATION TO GLASS -- _...IL.- r(SEE SCHEDULE ON SHEET 11)-' EXISTING � � 1 �-�-- CIASS--i /^l C HV WALL HEADER INSTAU ION '-- . J HV WALL HEADER INSTALLATION ATION 9) HV WALL HEADER INSTALLATION-.+ KEYSTONE EXISTING r._.... ..._..._._ "-__ GLASS— MN 7181 O ._ MIN.SEPARATION TO GLASS O aASS(SEE 1 1 1 OR MIN.SEPARATION TO GLA55 i I I '� F GLASS (SEE SCHEDULE ON SHEET i1)— 1 `^ 11 FOR OA0 (SEE SCHFDULE ON SHEET 11) Or 3`07 1Y TOR 1 gA%S(L e EXISDNG 1 GLA55-.i f OP710NAL � E.D--• i i lh _ E'D.* Mox F.O �r____ 1 I i i rt. itIle OPTIONAL 1/4'Max. E.0.r' I 1 I .� .• • r 1 ii 11 r L 19 + - i _- LEO E L� 1/4'+-20x3/f'S.S. i `Ming EO PHILLIPS TRUSS HEAD I 1/4'+-20x3 4-S.S-PHILIJPS CONCRETE ANCHORS --'1 18 MACHINE SCREWS USING � :.� CONCRETE ANCHORS _TRUSS HFFNS MACHINE SCREWS 1'�; 1/4'-20 NUTS O 12'O.C. (SEE SCHEDULE ON (SEE SCHEDULE ON SHEET 13) Min. POURED CONCRETE SHEET 13) W/t/4'-20 NUTS O 12'O.C. POURED CONCRETE I 1 OR CONCRETE BLOCK OR CONCRETE BLOCK WALL REQUIRED ' -/` RDQNCRETE ANCHORS REQUIRED i HV WALL SILL INSTALLATION / (SET:SCHEODU ON POURED CONCRETE___/ SHEET u) (F1 HV WALL SILL INSTALLATION OR CONCRETE. BLOCK WALL REQUIRED EO HV WALL SILL INSTALLATION ATI(1N H.Q1E_E.D$_�OMBIM4TbN OF SECTIONS: 1- SEE SHEET 4 FOR TYPICAL SHUTTER • E. D. o EDGE NXSTANCE INSTALLATION DETAILS W/ ASSEMBLY BIAEDE USE.�R 1) H V B LA D E 2- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFlCATTONS ON SHEET 13j -1 IN AMr WAY TO SUIT ANY INSTALLATION. ��r FLORIDA BUILDING CODE(Nun Hiqh Velocity Hurricane Zone AAL1` ••'��CENS• ✓�„ 62017 TRTECD,INC. ®2017 EASIERN METAL SUPPLY, INC. F ER fi,,� 4 A■SSAAccordion Shutter System L ECO 1 N C. . . ■ H.V. I ADE LTi W/OR W/O RV. NINDOW RADE TILLIT TESTING s ENGINEERING COMPANY American Shutter Systema EY.N IIESCRI►IION DATE DRAWN Or, lC •.�ORIDA J44 TL 8355 N.W SOU.L,Ste b'_.WGNM W DENS,FIOR"331 AaeOCiatiOn, Inc. 1 OLD 15-095 7 27 1 DATr. 07/27/17 =� RE'- Pl :(305)a7i-1530.rax:(3Ds)871 1531 4268 Westroads Drive 2 S� EN'ro •-"ee M� +AWING.nom West Polm Beoch, FL 33407 3 �MAI DR No •4urr•r•• WAITER A.TILUT Jr.P.E. 4 17-107 P.E. SEAL/SIGNATURE/DATE TLOROA G..1 44167 5 SHEET 6 OF 20 ___ CONCRETE ANCHORS POUREDxn49m 1 OR CONCRETE (SEE SCHEDULE ON SHEET fJ) moE (SHEXISTING1 a.5ss PEOUIRm \ sa9tis a sen ASS SDI¢TUIEINAA oN , _ EDGE� —1,IOL TEAO[mArO � GLASS._.-{ Kx u>AwIaN SH[n I I) SLAB D ON SHIFT 19 Fill T_ PUCMIi EXISTING M 13OR( GLASS-� I a Ben n) A M1_ ALTERNATE .. 1 EXIS /' HEAD . �0, 07 ANCHOR CLASS_ LOCATION ,--- I I _ I TEX' 4•HEX WASHER HEADSC 15 1 i OR oR ?'A,w� / TE7( SCREW$O 12.O.C. - _EDGE OF Qj V.4- CONCRETE ANCHORS _..—.- 8� N.. APPIAB If LE (SEE SCHEDULE ON SHEET 13) liLl EO . t---_ EDGE OF EXISTING EDGE pF_.: - SLAB IF o+---- GLASS---� SLAB e { 1/2• 1• EDGE OF I APPLICABLE _E.O. —E.0, �O POURm� ' IAN 9tD(M APPIXJIBLE POURED _- FLAT HEAD CONCRETE ANCHORS 1L)aAa(sE E. D.+ CONCRETE SHEET APPUCARL� - .-. CONCRETE REOUIRED (SEE SCHmULE ON SHEET 74) y tii,O � O PO 1Rm p —__.,_...___ �;_... SOL FD FUT HEAD CONCRETE ANCHORS a.SHIT 19 I'm 'DR CONCRETE 1ANIFS R.�A® T REQUIRED -E. 0.•--- U.' (SEE SCHEDULE ON SHEET U) I1 TRENCH INSTALLATION ALID ONLY FOR UP TO +70, -75 PSF A.S.D. H HV FLOOR INSTALLATION t -HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING &FOR SPANS PER SCHEDULE /3. SHEET 11 G HV CEILING INSTALLATI N EX15TING ----------- ,.�ssNwol CONCRETE ANCHORS �A9s 1 _ (SEE SCHEDULE ON 7 114.0 ITIVa ALnEX` rc��w/ PH SHUT 11) I „61D6.F- fir SHEET 15) AD.MNLTD THREADRYAI O aN SIQT,u EXISTING-•� Ex1579iG T_._._.._._ .._ -_. TWeNd1X.l'OR 1/4•e POM'M I 1/4• CUSS UEA fexFgl911 to 41A0 GLASS FASTENERS TFAVER+wr]bRS w/ MAx. - -'lDa 9aE91Ai a 9161 n --Q M.1"WAI'Di1 w 1.5/4•IAN.CAIDOWNT a e• IOU 901F91AA a ,1) O.C.FOR UP TO V-0•SPAN MO �•O.C.FOR SPANS INNWR THAN I I 'I/4' �� O1 SENANT ATEYERI FASTENER HfAAO'__7 I I i i `MAK (T1v.)(9E NOTE t ON� _R/2' 8 0.4/ /10.3/f HEX E p• N SHEET n RUR WTA J MAX- 9 3 OR.� r i I N �i wASl1D7 HEAD ', � CONT sbWMR—^ � N.N I I TEK=CRETE= __.� #14.3/4- HEX HEAD_ 1 13/B• 1 a7T i(} TEK SCREWS O 9'O.G jI./4.5.0.5. i i i I 1/4• U OC•F-20 N11T5 CONCRETE ANCHORS yN / �'O C J/ E�--�_____ '. OR 1/4•is-20 S.S.M.5. .Z 1 O 9'0.C. Ma.. W/NUT O 9'O.C. ...(SEE SCHEDULE ON ,1/2 •.. SHEET 14) .- E.XISR11G NUN STRUCTURAL _ / -17 oR 18 1/2'J�e 1 17 18 �.• 2.00•ABN. WALL TR1N roecoRArvE •I.. E.O- SILL) I I ESDGGE OF / \\ �\ �f1.3/OI•F.M.S.D.S. MRI• PWREO CONCRETE -_7 7/6•-L•-I 7/e' APPUGRIE-` _CONCRETE ANCHORS `SEE NOTE 13(D) 40,14.3/4* 9'O.C. .....REUuaED ED. POUR"O CONCRETE (SEE SCHEDULE ON ON SHEET 1 ���� 13(!) ----------E.D. :----- OR CONCRETE BLOCK SHEET 14) POURED CONCRETE ON SHEET 1 ........ (— REQUIRED DR CONCRETE BLOCK POURED — RREQUIRED ®KF_YSTONEF5Y0U�NTRE : -041 72 Psi LATION P CONCRETE �K;; HV WALL FLOOR INSTALLATION �� HV WALL WALK-OVER INSTALLATION MAXW.SWTTM SPAN a-0• REQUIRED _..-. HV RAINGUARD INSTALLATION t ► NOTE fOR COM�NAO�N-OF SECTIONS: ♦ REMOVA&E WHEN PERFOt THIS INSTALLATION SHA-LRMED OL L D. =EDGE U151ANCE ADJACENT TO AN OPERABLE EXR E SEE LANTATIONS OF USE FOR I- SEE SHEET 4 FOR TYPICAL SHUTTER (SFE SPECIFICATIONS ON SHE ,3) OR ENTRANCE BLADE ON SHEET 19 INSTALLATION DETAILS W/ H V BLADE ASSEMBLY IN ArNY WAY OUNTITO SUIT MMM INNSTAAL AIONS CAN BEcnoQ�N.NED 10,) S1 A, j -e FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ��� ; \CE1�1SF•, f/� e2D17 nTEcaINC- 02017 EASTERN METAL u�'PLY, INC. _ HVTI1 * TIL ECO 1N�. A.S.S.A■ Accordion Shutter System RV. BADE#1 W/OR W/o HV. VANDOw BADE American Shutter Systems OESCRIPTION wrE oRAwN er; D. TILLR TESTING 3 ENGINEERING COMPANY Association, Inc. I OLD 1s-08s 7/27/1 DATE: 07/27/17 0 �• �/L\ 6355 M.W.JMh.51.str 305.MR-I:WOFNS.ROfaW 3316 Pham (305)871_I153C.I..: (305)871-1531 4268 Westroods Drve 2 DRAWING No ON�L•�,_'�wj1N, 4 mEB tift_o 19.can West Palm Beach, FL 33407 3 17-107 I/NAA•AF. WALIER A.TIWT:•.P.E. 4 P.E. SEAL/SIGNATURE/DATE ROROA Lc. 44,67 ` 7 OF 20 SHEET SEE END WALL M 10 & 18 SEE NOTES ON LOCKING RODS D,H LOCKS®or AND ALTERNATE LOCK SHEET0U T > IN EXISTING C,ASS INSTALLATIONS W/ 1� MV M-ADE S/ DETAL Iff G VAID FON ALL BLADE W HV CENTERMATES CENTFRMATES AMCARON WIT"KAM0 0R SEE END WALL CONNECTION aA 1p. 6-6 ® EXISTING Goss DETAILS ON SHEETS 10 k i>T—i 2'.2•.,/8.10'-2 ®•®n�•0-0. 7• I To coNCRE,E ,o.a/4•S.. S.o ,2- w CENP ERMIATE$.._. —.- _... .._.. .._. .. (6063-T6",IDY)ALUM. _ SYMMETRYCAL ANGLE W/2) ,/sv TAPYXNI ,/z' ©• ���) i , CENTER AT MIN. SEPARATION 1 (4)/w.,/2 S.M.s-To TUG:, /f' o.G.FULL IENGHT ` HV L CK or W/ HVHV LO r LLS To SCHEDULE GLASS 4 AT EACH ANGLE.(TYP)I /J ��,,* ONESHEET 11) 5 �� ® 35* IN �l 3 _ 1 I ® 5 O — 10a© --- --- ® O'O Oa0 .A « 6 7 w a 10• 10 . © �B OUT HVC ® - 1 D•®"©•�o"©•A©moo-'" HVA a®a©• ]OaO 10•®°R - POURED CONCRETE OR - - _ --- @-®�© 0-0 •® - �EXSTTNG CLASS CONCRETE RLOCK VIAL I. 1 D a a MIN. SEPARATION c _i REOUKtED g3LlsnNc�y�'®°"©'®°"®'®°"� SYMMETRICAL -- IN GLASS �✓ ®°'®, EXISTING 1 C R AT EJ OPTIONAL ®'®°'�'®°"®'®°" `✓ \J _ To GLASS r- ©•® r��r * ) NTERIOR) I O'®a®•®n.1®� (SEE SHEff T,I.)E MIN. SEPI ARA7IONN a TL„�-- --_ TO GLASS ,G7 \ n _�--__..� (SEE sCLLEDULE I N ®TONAL I _, —- - _-—-—--_ ON SHEET T t) (INTERIOR) -—___---._..-%_ _—- _—- -- % OUT /7�J.., '-CGNCREFE _> 1— -- - - - 1 `J ` - 1 ANCHOR"• c 16.O.C. s.. ®� 3 VARIES _._.. 90' _--. * °. ® .-1 er OUT 6 1/2'MAX. SLACK - OUT (E%TERIOR) HVE E'er HVF** High Yelocit Hurricane Zone D 02017 TILTrCO, INC. 02017 EASTERN METAL SUPPLY. INC. BERTHA HV, = I L E C A■S■S■A Accordion Shutter System A.S.S.A. H.V. BLADE ,y1 W/CR W/O KV. WINDOW BLADE * American Shutter Systema No DESCRWYM TILLIT TESTING k ENGINEERING COMPANY �' DAL[ BY! �G' Association, Inc. I OLD ,s-Des EL2M DATE: 07/27/17 �,. �,'•,`}� ; �/ \\ 6]SS N.W JGrn.SY.,Sb.305.v.M.YdM C.WOi]4,ri ORM�JI6 p—-(305)071-1530.ro.:(305)871 1!3 4268 Westroads Drive DRAWING No S'/"••••• \ L,\ .-- I.7116«oeo L om West Palm Beach, FL 33407 3 O E .1�',L wA1EES 006719TIUff r.P.E. 17-107 ZONAL FLORIDA LIC.1 44167 5 SHEET P.E. SEAL�SICNATURE/DATE 6 F 0 ALTERNATE INSTALLATIONV MALE/FEMALE "T" LOCKS LOCKERS 2t W E SEE END CONNECTION QUAILS ON SHEETS 10 a 18 INSTALLATION ;1 HV BLADE W/ HD CENTERMATES 31 DLAGE,o Lx DETAL MIT.RIDGTED oN S fET e. ti WELL AS JNA,ERSAL FLOATING SONDE®DLTNL XOD-NVO �",©•OR,r� ID.®i. INOIUTFD ON THS SFR.TT,..us.•Rfnl T115 ALTERNATIl i �w®w® ®w��©l1 ©w 3051 n n wL Nee orm w 'sEtar CQIINECII4H...-� �. 0• DETAILS ON SHEETS t 0 k 18 A4/ ---------------------------------------- (6063-1e ALLDII FunF. � w ,® 3 ft « 3 « .XCLT:W •J 1v TANT.sI1 sa• (Ovn6ruu (OP110NAL) ----- (.Hfal/7•Sxs TO TIM i /1FN3/4'SAL «12' r u vcN AR4E(T7P) oc.FELL LEFRUNR. « IN (4)H.V. i IN (e)N V. 3 . • ®HV "T" Pm(Tw.) ]�4. Pws(rrP) I ' csa so 1ha 5 3 LOCK (INSIDE) i +_ n --_ ------. — ( — ---- F — ---- ML ® OUT @0* 2 33 3t a® 31 Da 31 w 35 2 1/4" 0-20 x 1 1/2" S.S.M.S. 4 L. 35« (oPnon ) * SEE NOTE 6 FOR 1e Lxx® W/ 7/8"0 x 3/32" WINGNUT. (omva )HDIR—HVB OUT HDC—HVC -T'Locx.ON SKEET 5. = SYMMETRICAL HD CENTERMATES (OHV "T" LOCK (OUTSIDE)—' ® SYMMETRICAL HD CENTERMATES W/ ('fir LOCK_ffjdTERIOR) XL.&- LOCA(EXTERIOR) f Sows 0."ALIRMIY (2024-T3 ALLOT)LARGE FLANGE FMN —�w®�©•O^•Ow®'®' "a'W ARt.PMT/0820. f •®w©• ®•©w AS MANUFACTURED T'AVDEL CHERv TEs10RN,PARSPPEIIY,NEW JERSEY / ©•O•®w©•O] •�w 7054 OR EOUK. ..._— 0-@-0• L1•®a® ®a®•@w©•® — — — — -- --- ----------- Z --------.— — SET NOBS ON LOOteFO NGOs®•NO(�LIX%5 oN 51R.TT 5 --� «*L N41 FLI)A N WADE®DETAL NDD-MID 6 MR M.CMERNAM APFLCAT WRN RAN O HDD—HVD•* FLOATING STACK R A j FLORIDA BUILDING CODE(Non High Velocity Hurricane tone E 020!7 M1EC0,�N� ®2017 EASTERN METAL SUPPLY, INC. ENS •,E.�:� BERTHA TM .4 I L E C O A S S A Accordion Shutter System I M c. ■ ■ ■ ■ FIV. BIDE/1 W/DR W/O KV.WNWW BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems Y DESCRPTON DATE DRAWN Of, L.C. ,i '•. �� Association, Inc. 1 OLD 15-085 7/n/I DATE: 07/27/17 ^ i 6358 N.W.]elN.SF,;n.3115.vIKNNA GMpp/!.Rgl(Y1 331 [ 0 P t 4268 Westrood5 Unve 2 PN"M:(305)871-+530.F-:(305)871-1531 DRAWING No / NAL E �'� "oE 0006719 cam West Polm HeOCh, FL 33407 3 N j111E ERA TKMTt9 6 17-107 rr„r WALTER A iR,UT JF.P.E. FLORIDA Uc./44167 5 SHEEP P.E. SEAL/SIGNATURE/DATE 6 9 Of 20 POURED CONCRETE OR - POURED CONCRETE POURED CONCRETE OURED CONCRETE CONCRETE BLOCK WALL OR CONCRETE ...._.__. %OR CONCRETE REQUIRED BLOCK WALL REQUIRED _._..-- BLOCK WALL REQUIRED ---.._...._.._.. ...� BL CONCRETE / � BLOCK WALL REQUIRED EXISTING GLASS / CONCRETE ANCHOR EXISTING GLASS /• -� EXISTING GLASS 17 O 16'O.C. I J_—. t---2•MIN. EXISTING GLASS MIN.SOVIRATION C/ t /�-�.- 2•MN.. .S 1- —'7 70 GAS(SEE 7 ~tom 1• — �-] 11 MN.SEPARATION MN.5 TION SC17FOR ON$REFI EQ EQ E GLASS(SEF 11 FOR&ADE mAND 10 GLASS(SEE I 1 MN.SEP/JtA7)0N SLtiEDAF ON SHEET 1/16"x3"WAX. ON SHEFT 19 rOR SCHMtU ON SHEET i I- TO MASS(SEE .ICN OR BL t9 AND (6063-T6)CONT. a-DM m tr� 11 FOR R"0AHO 1 SCHEDULE ON SHEET LOCATE AT ALUM. CLOSER ON SHEET 19 FOR 1/2• 11 FOR SLI OAT* SIDE`.Y BIMES mB® PLATE. (LOCATE 1/20Y.-- ..— \ BIJOFSmka ;ON 91M 19 FOR OF�5 ) AT EITHER SIDE BLADES Qk 1/2"MN. yy OF�) _1 O USE I.OR 2'MAX. .--1 {'10x1/2•S.Y.S. ( AS APPLICABLE Y,10x0 IBS O.C. ----- O 16.O.C. ' ____ _ ALUMINUM CUP)ANGI "x0-2 ' ------�. ( (6063-T6 ALLOY)AT MIDNEIGHT �` _ 4 J (1) 170x1/2"S.M.S.TO__ (2)1/4'0 TAPCONS ANCHORS To SEE DETAIL %FOR_,/ �( WALL AT 1•O.C. (LOCATE AT J SIDE CONNECTION LJ OR (� EITHER SIDE OF O) OR LL1-ry�� OR l� SEE DETAIN X FOR d OR � TO TRACKS I `•' SIDE CONNECTION w w 8 7 ax 8 1 70 SFE DETo X 1" q --- ®w©•�©q®' « • 7 we 1 •®w SIDE CONNECTKRJ O°A©'0°'® TRACKS 6 1�'®w " 6«®w©'�©•©w TO TRACKS O �s®w©.0-©,©a, `©•Q7 •©-(D- _0- 6 7 8'"•7 O'®010.0'®w 6 7 6 7 ,�A.,�c� ®•®°"®.®"l J'©a O.(R-0-0-9.0-0.0 �'®°A©•®-lJ'©",r�,,�, 0 ®�® ®"'® ®"'Cy r7 BO•®w®.�w�'®w®•® O•®'®•®w®•®wC7'r7 END CONNECTION DETAIL U1 END CONNECTION DETAIL 2U SND CONNECTION DETAIL(1) END CONNECTION D TALI POURED CONCRETE OR i REQUIRED ONLY FOR SPANS GREATER THAN 12'-0" EXISTING GLASS CONCRETE BLOCK WALL EXISTING 4 . _ L_ __ REQUIRED _ ;, OtA55 MR SEPAMTION TO ww(SEF O 16.O:C. .\ MDL SEJ1Wn 7N D i Z------>' -crac__.-- SC?EDUE ON SHEET ( ` / OpR OR - -- --' To BASS(SEE _ � 6 OR 8 it FOR RADE FOR NCH CONCRETE �'.,1/2•MN. SCHEDULE ON SHEET ._________-_-T �.-�.____ ON SHEET 19 FOR ANCHOR O 11 FOR BLADE CHID CONCRETE 4A 12.O.C. 5 aN T w FOR 4 ------ - OR OR t OR I O 16.HOR > - --E0 HA[ES®61® - ---�- O.C. --- 1/2 t MN. OR ---- 2 MIN' _ 2'MIN. ♦ SEE LIMJTATIONS OF UAr.R '�•� ©QR@w(gOR(3QR� VIEW 1 OR ®' rim POURED CONCRETE OR (D)OR \ „�,�©'O«Ow�.®°' .__. �w©•07 w 8 1 •®« & DETAIL CONCRETE 81.0(:K WALL 1�a®°"©,CR`-®•©w END l� INSTALLATION REQUIRED � L'�y®w©'�©•®" l©�'"''O7 ®« (1) HV BLADE OR HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL END CONNECTION DETAIL 5� Bp•®w®•®w®•®wA – CTION MAIL© © ®«® ®«©® FLORIDA BUILDING CODE Non High Velocity Hurricane Zone ENS ✓' 02017 mTECO.W. 02017 EASTERN METAL SUPPLY, INC.F•• 9 *' IL ECO A.S.S■A. Accordion Shutter System * RV. BLADE gT W/OR W/0 KV. WINDOW BLADE -O American Shutter Systems 9A'•. i TILL TESTING t ENGINEERING COMPANY cv.A oESCRIVnON DATE DRAWN BY: L.C. ')r '•.�( �Ps 6555 N.w.36u u.w.nos.uxu x,cAaM.naao„3311Association, Inc. c.a 15-085 DATc 07/27/17 FMwnO:(305)871-1530.Fax: (305)871-1531 4268 Westroods Drive 7 x-.,a 1fi Beach, FL 33407 3 DRAWING No _.��ONAI w-D oea,7 9".`"" west Palm 17—�07 �� WALiER A TxUf Jr.V.C. R /AAAAA U FLORIDA U.1 44167 P.E. SEAL/SIGNATURE/DATE 5 _ SHEET 6 10 SCHEDULE SCHEDULE 42 SCHEDULE M3 MAXIMUM SHUTTER SPAN "L+" OR •L-" MAXIMUM SHUTTER SPAN* "L+" AXIMUM SHUTTER SPAN*"L+" '-- (ft.). FOR INSTALLATIONS W1 SYMMETRICAL or OR -L-- (tt.) FOR R "L-" (ft.) INSTALLATIONS - INSTALLATION LEGEND ` SEN ERMATES.® ® INSTALLATIONS W/ W CONCRETE & W000 (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W ONE H.V. LOCK or or or W/ ONE HV LOCKS MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. 1T0 LOCK ®W/ NO L®KING®ODS or ONE HV LOCK or or ® OR)WW// NO LOCKING L MAX- ALLOWABLE SPAN FOR A GIVEN NEGATIv_ CENTFRMA 28 29 W/ ONE W/ NO LOCKING RODS ® / WALL A, 8, C. D. E. M, N, 0, P, p, A.S.D. DESIGN PRESSURE RATING. ® ODS MOUNTING F. K & L R. S. & V. Efl"T" LOCK 30 W/TWO LO NG (SEE NOTES t.1Y) (VALID FOR MOUNTING(E) (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR RODS 35 TOP & BOTTOM EE SHEET )) FLOOR/CEILING C, H. I, Il, J T. U, W & X WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: li: INSTALLATIONS O CONCREIE&WOOD MOUNTING & M NAW "w011s' T INSTAUATIWNs GIVEN a POSITIVE A.S.D. DESIGN PRESSURE RATING, col"+s o.DESWN to DEswN �').o9m DETERMINE MAXIMUM SPAN 7+' FROM SCHEOU:C, 1+IIAT 1[ WALL MOUNTING FLOOR/COLING M-10 w,u MouNnNc ? FLOOR/CE&M MOUNTING GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, (•tea) MOUNTING ((A J) BOOR/CF3L1N0 MOUNTING I OR MJW7IINC DETERMINE MAXIMUM SPAN "L-" FROM SCHEDULE. l+ (III L-(0) L+ ( L-(A) L+ t-(IQ l i l_ 0 MAXIMUM SHUTTER SPAN "L+'OR •L-•FOR 30 OR LE 76'-0" I6'-0' 16-0' t6'-0' 30 16'-0" 18'-0' 30 i6'-0• 16,-Cr 105 INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN S EQUAL TO THE 105 pst.A-S.D. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN 'L+ AND 'L-' 35 14'_10" 14'-10' 15'-2" 16'-0" 35 14'-10' 14'-10" 35 15'_2" IV-110" 40 1J'-t0" 13'-10' 14'-2" 15'-2' 1 40 13'_t0' t3'-10' 40 _.-14-2' 15_-2' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13•-1" 13'-1' 13'-4" 14'-3• 45 13'-1' 13'-1• 45 13'-4_ 14'-3" t HV CORNER CENTERMATE 83 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5' 12'-5• 12'-8" 13'-7" 50 12'-5' 12'-5' 50 12'-3" 13'-1' MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/ FLOOR/CEILING MOUNTINGS: - SHALL BE AS INDICATED ON MANDATORY CONDITION 2 55 11'-10' I_I_-10' 12'-1' 12'.-11 55 11'.-.10'._ it'-10" 5 55 11'-1 -_ 11'-11' FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 60 I1'-4" 11'-4• 11'-7" 12'-4' 60 11'-4' 11'-4" 60 10'-2' 10'-I1" NOTE J5.SHEET S. RATING: DETERMINE: 65 101-10" 10'-10" 11'-1 11'-11" 65 10'-10" 10'-10' 65 9'-5• 10'-1' ___ L7+- MAX SPAN FOR WALL MOUNTING INSTAL1A710N5. 70 70'-6• t0'-6' 10'-9' i t'-5" 70 10'-6' 10'-B" 70 _8•-9_ 9-a' L2+, MAX. SPAN FOR FLOOR/CEILING MOUNTING 7$ f0'-1' 10'-1' 10'-4• 11'-i' 75 10'-1" 10'-1• 75 _ 8'-9' ay WISIALLATIONS. _ 1 1 EXCEPT THAT MAXIMUM SH1117ER 80 9'-10' 9'-10" t0'-0' 10'-9' 80 9'-t0" _ 9'-10' SPM! 1+'OR l-•AND MAXIMUM A.S.D. DESINC FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 9'-6' 9'-6•....-9'-9' 10'-5' 85 91-60 9'-6' PRESSURE RATING FOR X45TALlA710N5 INTO CONCRETE RATING: �. _. ._ OR CONCRETE BLOCK SHALL BE UMTTED AS FOLLOWS: 90 9--3' 9_3' 9'-5' 10'-1'- 90 9-3- 9'-3" DETERMINE: - 1- CONNECTIONS TO KEYSTONE: MOUNTING LI-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS, 95 9'-0' 8•-9' 9'-2' 9•-10" 95 9'-0' 8'-9' LIMITED TO +64,-72 p.s.f AND 8'-0" SPAN. SEE L2 MAX. SPAN FOR FLOOR/CEILING MOUNTING 100 B'-9' 8'-4' 9'-0" 9'-7' 100 8'-9' 8'-4" MOUNTING©ON SHEET 7. INSTALLATIONS. 105 8'-T 7'-I1" 8'-9- 9'-4* 105 W-7• 7-11- 110 8'-4 __- --_7v-7' 8'-7' 9'-2• 110 8'-4' 7'-7- . FINAL MAXIMUM ALLOWABLE AN ! N HF.. 115 e•-2-2' 7'-3' 6•-4• e'-11• 115 e•-2• T-3' SEPARATION TO GLASS SCHEDULE wNIMUM BETWEEN "L7+', "l2+', AND L2--" 120 B'-0" 8'-11• 8'-2• 8'-9• 120 W-0• 6'-11" (4) GCI TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ... ...... 125 7'-10' 6'-8" B'-O• 8':6' 125 7'-10' 6'-8" ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 T-B" 6__5_ 7'-10' 8'-1' 130 r-s• e•-s• MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR WIND ZONE SPACING. 135 7•-7 6'-2' 7'-e' 7--9• 135 T-r e'-2' SEPARATION 140 7'-5" 5'-11' r-7- r-e Tao i-s_-_.. -..-5•-11' ASTM E-1996 F 45 7•-3• W-9•- r-5• 7--3' 145_ 7•-r TO GLASS 50 7'-2" 5'-7' 7'-4' -7'-a' 150 7'-2• 5'-T 55 7'-0• ' 5'-5' 7-Z• -6•-9' 155 7'-0' 5'-5' 1 THRU .S " S'-2• 7'-1' 6•-7' 160 W-11• 5'-2'65 6'-10' S-7 7'-0' 6'-4' 165 6'-170 0'-9 4-71 8-11 0'-2• 170 8-9 4'-1/' 75 6'-7' 4'-9" 6•-9• 6'-0" 175 8-7 4'-9" 8p 6=6' 4' B• 8•-8' S•-1D" 180 8'-6' :'-e' 1 HV BLADE 85 6'-5' 4'-6• 6'-7' 5•-8• 185 _ 6'-5' 4'-6' 190 6'-4' 4'--5" W-6• 5'-6' 190 6'-4- 4'-5" 195 8'-3" 4'-3" 6'-5' S'-5' 195 6•-3" 4'-37 200 6'-2' 4'-2' 6'-4 5'-3" 200 6'_2' 4•-2' 205 6'-1' 4'-1" 6'-3' S'-1' L 205 6•-1 0 "'�.� FLORIDA BUIO% CODE Mon Nigh Velocity Hurricane Zone • �r02017 nUFCO,INC. 02017 EASTERN METAL SUPPLY, INC. 1�P '��GENSF' 13ERTHA HVT. TL E C O I N A■S■S■A■ Accordion Shutter System * KV. RADE/1 W/CR W/O KV. 1MNDM 9/IOE �'•, [7Yr TILLIT TESTING & ENGINEERING COMPANY American Shutter Sy9t8m3 IX:3CItIP1gN OAl[ DRAWN Tal': Y.L.G. !! Q Association, Inc. 1 OLD 15-085 7/27/7 are: 07/27/17 ly 11 4336 N.W.38U St.MII 'MS.vsWwA GAOOENL FLOWOA 331414268 Westro0ds Drive : Ph—:(306)077-153(1.Fos:(306)x71-1531 DRAWING NO t \ 711 4-tea:tal.eoeae.can West Palm Beach. FL 33407 3 SS�ONALENRP, WAFTER -CA.TOD671ar.PE 4 17-107 sr, FLORIDA Uc./44107 5 SHEET P.E. SMZ51G4 TURF/DATE 11 OF 20 -�NIII B � = �caow�ca�ooe�oaoaoaooavoa000a000000000�0000�000000000 - roc©ceaoc©e®caeoe©oov000caooe000a000c00000a0000ao�ooaoo - �acvacc©oo®ec®000c©aeoaaaao�aao�ooc000e000cooaoa0000� �ovcoco�a®c�acececeo®o®cocaaac®©ems®oa�aceaos�ovooa000 • �©occooccc��®caooOCaeo�ccc©ececo�aeo®BDo88C�oQ0�o80D � . o � - a�aaacavacccaccacacoo�oc®c000ecoa000ececoeooa©©cea®cap - cocccocaccccoccoaocoaccccccovcaoc�oc�eccccceoeooe®oac - - ccocaoccccococccccccoc000cccccccocoflccoaoccocc�oeaccvoac R - '�0cccoc000000000000NoO000000000000000000000o00�oB0000do -eccccecccoc000a000a000�00000000a000000000000000aoo�00000 eccccoccc®co®©ca®00000a�a0000000000000000�00000000000000 - ccccc�cac�ac®cavo©co®oaa0000000000000�0000aa00000000 Emilio cccccccccccca�cac�aaccecccao®e0000000000000000000000000 R A088988889898886C8890898a9®C99O®©Bc�B8C0000000000o000000 '" '� � - A8A989888889889A�88BA8098®90899C899o80009C9C88G00000000 OBBBBBBBBBBBBBBB8�9BBB689BBB0BBB0B9B9B9�3cBA0cBBQ0Bc00B89 - ac©a00000000000000000Q0000�00000000000�0�00000000w0000 - - - cccaoa0000a000�o�aoodaa000a000a000000000�00000000000000 - cccc�accaocooc0000000000000c000000000000�0000000000000 • � - ccccccccmaccoc®aoc000c000n0000a000000a000�000000000000 ccccccccccccacnc�acooaooc000000000000�0000000000�000�0 -089A9B8899888888Q808�9fla080oo000oc000a0000000000000000® - a -A989A9B8898AA888999888AAa8�908�8C�809a9�©c�coC00000000 ,� '�' 98BBBBBBBBBBBBBBB8088BB89BB6 BBBQ8A�98���00B000B lamp - � =OCQCOrlCOCC©cC�©o000000000000000000000000000000G0000000d� - cc�cc9cC�lcCcaCccOC000000000000QO000000000000000000000�! . . a :ccccccccccaccccc�occcaco�a0000000000000000000000000noe � - - cccccccocccccccc�ccc�ccc®cccccn000000a0000a00000000ao � cccccccco�occcccoccoccacacaccoocooaa000aoo�ooaaoa00000� .., so one ��88�888A889888888�8888988998A8888988998888B8A8BA00000000 - - BO�BBBBBBBBBBBBBBBBBBABBB9BBB�BBBBBBBBBBBBBBBBBBBBBBBA -cc�cccc©eoao�0000000000000000000ao�000�oov000000000 -oocccccccc®c©eoc000000000000000aa0000�0000000a000000000 :.. ; - ; c�cccccacccccccaaoc®®oc0000aooc000aow0000000000000�000 - � occcccc��ccc�ccccccccce®aoaaoc00000000000000000000000a ccccccocccccc�ccccacccccccccccc000000a00000000000000000 a8�8�888998�88888@909A8B8AB8889699888o�aoao��oaoone .° . -98�99899�B90B8B8B�B90989B9B99��88899B9B99B9B�BB�B99�99 �occ�c000coa000aaooaa0000aoa00000�ooaooQ00000000a0000anoo -ccccccec®®oaco�000000000000000�00000000�0000000000�� -cccccccccc©caeocaco�©oao�aa000c00000000000000000000�00 = � -cocccc�cccccccccc®aae©c�oaaao©00000000000a00000000�oo oc�c�ac�ccc�ccccccc©caoocacc®00000000000000000ao�0000 -X98888-88�8AA�888@8989898890aac80oaaa0©00000000000 0000 ° A -B�98B88B968898B09B�89888�888888908889B89B8899A 998898 MAXIMUM ANCHOR-- SPACING (on.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN, SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES gtn. DESIL'?N NECATNE PRESRK RONG AND A CORRESPOLMA .MINTING TTPE FOR CONUM OR CONGI&TE BLOCK IM&L1110N5 I H ON SHEETS 6 t?) OUt. ANCHORS TO SUBSTRATE $HALL BE AS FOLLOWS: POURED coNpwTE x7t/cokvBulm H POUT®amour 7E (A) TO EXISTING POURED COfK7NETE: (win. rc - 3 ks;) OWALL SI-L MOUNTING ©CEILING MOUNTING NO FLOOR MOUNTING - 1/4•0 TAPCON OR TAPCON WTH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDE%. (Yin. Yc 3 1111 sPµ ANCHORS SPACING FaFNLI - 1/4'f X 3/4'ALL POINTS SOUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW, BOLT h SPECIALTY COMPANY. (Min f'c 3 Hsi) fimm Kom NNE5S16E fW1WG W 50. _...___._AAAA..--.. _.- lwir PK=IRE MTNO ----- - 1/a'f BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. (Yin. fc - 2 ti) t+1T - ...-AAAA - _........ -3-0-f-4-OT-6-OT-7-51T/PCON OR 1/4-40 TAPPER♦ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC.,AND DISTRIBUTED BY ALL POINTS SCREW.BOLT A SPECIALTY 30 AO 60 75 90 120 160 205 90 120 160 205 30 40 e0 75 90 120 160 205 TAPCON vffli ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATOI, INC. 4 TO 6 6 5.5 f4 1 1 6 14 1 H) 9 6 6 THREADFORM TECHNOLOGY 3•-0' 14 12 10 0 e a 6 6 if /2 10 f • • 6 6 142 f0 9 • e 6 6 (Min. I'c - 3 kn) _AAAA _.. ALL E+aHrs SOLID-SET OR LESS 14 12 to 9 a e 6 e 14 12 To 9 s a 6 e 14+12 10 9 s e a s OLLIE TAP W/CAP NOTES: 14 fY 10 • e ■ 6 7 1{ 1I 10 r 0 • 6 6 14 17 10 r s `s 6 0 - --- Al)MINIMUM EYRF.DMFNT INTO POURED CONCRETE OF TAPCDN OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER. L 12 10 9 B 7 .5 S 14 12 10 9 9 a 6 6 14 12 10 9 8 8 6 S TAPPER+ ANCHORS IS 1 3/4-,AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2' 4'-0. 14 12 10 4 s Is 6 i t4 /2 10 • 9 • 6 6 14 12 10 9 e e e s3 14 12 10 f _• 8 6 4 14 12 10 9 8 s 1 6 1 43 14 12 10 9 D 6 a 73 A2) MINIMUM EMBEDMENT OF 1/4'0 X 3/4'ALL POINTS SOUC-SET ANCHORS SHALL BE 7/8•INTO THE POURED CONCRETE NO EMBEDMENT 14 12 /0 9 e a e 13 14 12 10 9__E_ • 6 S.5 14 12 10 9 e 9 e 43 - INTO STUCCO SHALL BE PERMITTED. 1/4.0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO /4 12 10 f 7.5 33 3.3 - 14 12 10 9 8 a 6 3 14 1 to s a 7 3.5 4 •= 1X1Ns tt ua'FaA EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. /{ 12 10 9 6 8 e 6 14 12 10 9 • 8 6 5L 14 12 10 f 6 • 6 a3 19AOE T�M1RASrktT+2 5-D� /4 12 /0 9 8 7 4 - 14 12 +0 9 3 6.5 5 33 14 12 to a 6.5 S 3.5 3 A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE FXISTING WALL OR FLOOR, 14 12 10 9 9 7.5 4.5 - 14 12 10 9 a a 6 4.5 14 12 10 It a 6 4.5 .75 ANCHORS SMALL BE LONG E'NDUGH 10 REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 1{ t 9.5 a3 4. - 14 1x 10 9 8 73 15 4 14 12 10 9 8 6 4.5 3b NOTES A1)k A2)ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EFS WTFl OR WITHOUT METAL STUDS CONSULT THIS ENGINEER FOR 14 72 to • a 6 f - l4 12 10 9 a 0 6 7 11 12 10 0 f f3 3 73 INSTALLATION INTO FIF'S WTt META STUDS SEE SHEET 20. 6'-0- 14 17 10 0 73 !S 3 - 14 12 To !.S 7 5.5 4 3 14 12 8 6.5 5.5 4 3 - 14 12 10 r a e - - ++ Ix 10 9 e 63 s 3. 1s i7' 10 a5 s s 4 (B) To EXISTING CONCRETE BLOCK: (ASTM C-90) 14 12 0 6.5 5.5 3 - - 14 12 10 9 6 6.5 4.5 T. l4 12 10 8 7 5 33 - 1/4'9 TAPCON OR TAPCON WHIM ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W. BUILDE%. t4 I2 f0 9 e -ii" - +a 12 10 9 0 7 5 / 11 12 f0 9 73 flS 4 7 - 1/4'f X 3/4'ALL POINTS SOLIO-SET ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW, BOLT Y SPECIALTY COMPANY. 7'-0* -- - 1/4-6 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. 14 12 t0 6 a5 4 - - 14 12 f 7.5 6 43 33 - 14 W 7 5.5 4.5 33 - - - 1/4'6 TAPPER.ANCHORS AS MANUFACTURED BY POWERS FASTENERS. INC.,AND DISTRIBUTED BY AL POINTS SCREW, BOLT 6:SPECIALTY 14 12 10 a5 7 4 - - 14 12 10 9 73 SL5 4 - 14 12 9 7 73 4.5 - COMPANY OR ANY OTHER APPROVED UCENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION. INC. 1{ Il 7 5.5 43 - 14 12 10 9 73 5.5 4 11 12 9 6 {.5 3 8•-0. 14 12 to 9 8 a5 - - +4 12 to 9 a 6 4 - 14 12 t0 • aS 5 3.3 - NOTES: 14 12 0.5 1 53 3 - - 14 12 8 GS 53 4 3 - 23 93 6 5 14' - - B.1)WNIIJUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON. BLUE TAP W/CAP ANCHORS AND TAPPER♦ ANCHORS IS 1 1/4'AND IAPCON 11 12 93 7A 9 - 14 12 9.5 a f3 - - 14 12 8 e - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1', 13 9 63 s as - u 12 /o a aS s - a 12 a asB'-0. U 12 10 9 a - - - 14 12 10 9 7b 4.5 - - 14 12 IL3 7 - - B.2) MINIMUM EMBEDMENT OF 1/4'6 X 3/4'ALL POINTS SOLA-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 1.5 73 6 4 - 14 11 7 3} 3 3.3 - - 11 6 53 4.5 - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'6-20 SS MACHINE SCREW USED SHALL BE 1 1/2-LONG MINIMUM SHOULD STUCCO 14 12 a 63 4.3 - - 14 12 0.11 7 aS 4 1{ 03 7 3.9 - EXIST•AND 1'MINIMUM FOR WALLS WITH NO STUCCO. fls a - 14 1 9 7e +• n 7 s - - 10'-0 '{ 13 10 9 73 - - - 14 12 10 8 a5 5 - - 14 12 f 6 - - B.3)IN CASE THAT PRECAST STONE• PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. 14 1 7 S S.S - - 1S 9} 63 S 4 J _ _ - tO 7} 5 1ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SND WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED C`I 1s 1t 73 53 - - - - 14 11} f 6 1i 4 - - 23 9b 6 5 - - NOTES B.1)B 0.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR OrS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER 0.3 • S 14 12 • a5 SAS _ 13 10 63 _ FOR INSTALLATION N70 E"WITH METAL STUDS SEE SHEET 20. 14 12 10 - - - - - 11 12 9 7 • 4.3 - - 11 0.5.7 5.5 - I1 -0' 23 aS S 12 9 6 43 4 3 9 7 45 3.S _ _ (C) ANCl/ORS 514AL BE INSTALLED FOLLOWING NAL OF THE REC0IWENOATKINS ANO SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER 10 7 - - - - - 1/ 03 7 SAS 4b - - - 13 L5 53 IS - - (D) SEE SCHEDULE BELOW FOR EDGE UISIANCE(E.D.)VERSUS SPACING NEUTONSHIP FOR ANCHORS. 9} 7 4.5 - 14 15 7} 9 3 - t7 9 e 1.5 12' 0 I41210 - - - - - 14 12 0 63 63 - - - 13 t0 0.S 6 - - EQ.GL DISTANCE YER US SPACING SCHEDULE FOR ANCHORS: 13 a3 4.5 - 11 a 3.6 1 13 - e e 1 3 YAXIMI,M ANCHOR SPACINGS ARE VAJD FCR EDGE DSIANCES INDX'ATF.n BELOW.FOR C D-LESS THAN THE INDICATED.REDUCE ANCHOR.H ]3 13 99 63 3 4 - - - o.3 • 3 4 - - - - B•MLOWLYR.G SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. W - 14 0.6 7 33 I3 - 11 63 33 4.5 33 - _ REDUCED SPACING OBTAINED USING rACTOR SHALL NOT R LESS'HAN MINIMUM SPICING INDICATED FOR EACH ANCHOR TYPE. APPER + 13'-0- 14 t2 - - - - - - ,4 1.S 73 0 3 - - - 12 9 f 4.S ♦ - - - FACTOR s - - - - - - to 7} s 1 3 - - - 73 u 1 s - - - - ACTUAL TAPOCIN t3 eb _ _ _ _ _ _ 12 9 6 /.5 4 _ _ _ a5 7.. .5 4 _ _ _ _ EDGE TAPCON TECHNOLOGY ALL POINT SOLID SEF BLUE TAP W/CAP e 6 - - - - - - 13 9.5 a5 5 - - - - o. T3 5 4 - - - - V BLADE OR DICTANCE o� -- "N 11 12- - - - - - I4 1.0.3 7 SAS - - - - 11 a3 Ob 13 _ _ ED. MIN.SPACING- 3' 1N MIN.SPACING-3' MIN SPACING - 3 1/2' MIN.SPACING-3' 3 3/4 A- 14 la 7 - - - - - - 9 ] 4.5 33 - - - - 7 5 - - - - BLADE W/ UREO CONCRETE 4 ��arNasn mNrAETE aaac Pa1AMED CONCRETE a CONCRETE k FORED GONOEIE oolcloE etooc CONCRETE BLOCK UK Le•3 1 2 MN.ED.-2 1/2* CONCRETE.RLOCK CONCRETE ROCK WEA.•J 1 E.0.• I 13 • it a 55 43 - - 9 a3 43 - - - - LD.-3' / IML ED.•3 1 WL -Y 2 R' - _ _ - - 12 9 - - _ _ _ 9.51 7 14J _ WORKING s_0. 1� - - - - - - - e33 M 10 6a - - - - - e� s 3 - - - _- BINE N SON ♦ 2 1/Y -- - 0.8 TA _ _ - _ - 0.67 1.0 _ lA 0.78 1.01.0 - - - - o3 e 5 - - - - - a3 6 4 - - - - - U Y - 0.7i - .. .. - AAAA... - 0.31 13 8. _ _ _ _ _ 9 fl b .. .-..._.. ... _ -- T J/4- - 0.91 - - - M43 - '6'-0 /1 _ _ _ _ _ _ _ 93 6 _ _ _ _ _ 10 73 S�_ _ _ _ _ 1 1/2' 0.35 ......... ._ ... OAS . 9.5 1 7 1 5 6 4--T = - -) fLGRIDA BUILDING CODE(Non_High Velocity Hurricane one t11MF V ull // �-% c20t; 11LTECU,INS. ®2017 EASTERN METAL SUPPLY. INC. 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J 6 S 3.5- - - /2 12 12 12 0. i2 12 12 t. 9.5 8.5 12 12 10 8 .S .S 10'-0- 12 10 7.S 4 6 6 5 4J - 12 10 6 3 - - 6 6 4 .53 - 10 3 - - - 6 6 4 .S 3 - 6 5 - - - - 12 12 12 I. 9.S 12 12 12 O, 8.5 .5 12 12 9 7 6 5 I'-0- 12 10 5.5 - - 6 6 4.5- - - 12 10 4. - - - 6 .S 3.5- - - 12 10 - - - - B .S 4 - - - 6 5 - - - - 12 12 12 10 8.5 12 12 12 9.5 8 7 12 12 E .5 5.5 4.12'-0- 12 10 4.5 - - 6 6 4 - - 12 10 3.5- - - 6 5 J.S- - 12 10 - - - - 6 5 !.5- - - 6 S - - - - 12 12 1. 9.5 8 12 12 11 8.3 7 6 12 1.57.5 6 S 4 t3'-0' 12 10 - - 6 8 - 72 10 - - - - 6 .S - - - - 12 7.5 - - - - 6 4.S - - - - e .S - - - - 12 12 0. 8.5 .5 t2 12 10 6 .5 S.S 12 0. 7 S.S4.S 4 12 10 - 8 5.5 - - 12 7 - - - - 3 .5 - - 12 7 - - - - .5 4.S - - - - 6 3 - - - - 12 12 9.5 B 8 12 t2 9.S 7.5 8 4.S 2 9.5 .S S 1S'-0" 12 - - - - - 6 - - - 12 - - - - - 5 - - - - - 12 - - - - - 5 - - - - - 6 - - - - - 12 I1 9 7.5 5 12 12 8.5 7 6 4 12 9 6 5 6 - - - - - 12 - - - - - 5 - - - - i. - - - - - S - - - - - 6 - - - - - 12 0. 8.3 6.5 4 12 12 8 .S S 3 1. .S S.S (� HV BLADE OR 1 HV BLADE_W/ 4A HV WINDOW_ BLADE .WORKING IN UNISON* •SQ UNpAS01''.1.1, loot pgoN s�EEr 1� t NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL FLOOR OR SOUD WOOD SOfTR SWILL BE AS FOLLAWS: 3. SVSSTRATC SHALL CONSIST OF THE FOLLOWING: -SOUTHERN POE No.2 W/G-0.55(N.DS) - 1/4'4 TAPCON ANCHORS.AS MANUFACTURED RY I.T.W.8UIU)EX W/MINIMUM EMDEOMCNT AS INDICATED AT -DOUGLAS FIR W/G-0.50(N.DS.) EACH SECTION ON SHEETS 16 k 17. -SPRUCE PINE FIR NORTH W/C-0.43(N.O.S.) EXCEP/10N:SFr NOTE 7 BELOW -SPRUCE PINF RR SOUTH W/G-0.36(N.D.&) -MIN. 1/7'COX PLYWOOD(1996 APA) 2.ANCHORS t0 HOLLOW COUNG SHAD RE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST OF LAG SCREWS AS PER NOS 2015 SPECIFICATIONS. 4.ANCHORS SWML BE INS IALLEO FOLLOWING ALL OF THE RECOMM_NDA117N5 ANO SPECnCA-ICTUS Of INE ANCHOR'S AMMLFACTURCR. I/F4A4A...... ice' FLORIDA BUILDING CODE Non High Velocity Hurricane Zone _`� IN,. 02017 EASTFRN METAL SUPPIr, INC. 51111��........, /�= 02017 TLTECD, _- BERTHA HV, FiLE76 ,7\ A.S.S.A. cordion Shutter System H.V.IVBLADE #1 W/OR W/O H.V.wwoW BLADE ' * TICCIT TESTING t ENGINEERING COMPANY American Shutter Systems . DESCRwn" DATE DRAWN IM L.C. - w. J ITM N.W.KU.St.,ft.M5.HA�.W1 cAPOEm,FLORIDA 331 Association, Inc. E OLD is-obs 7/v/1 DATE; m/a7/t7 �At, , Pi,- (.105)871-1530.F-: (305)071-1531 4 4268 Westroods Drive 2 I:11NW OOaW.0 W West Palm Beach, FL 33407 3 DRAWING No - »/OFFAL•�, jj11E11 WALTER A TR.UT1Jr.P.E. 4 r i�'Vd FLORIDA.uc.f 44167 5 SHEET P.E. SEdL/316NAIyu, DATE 9 f p INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (L HV & 2 HV* BLADES AS APPLICABLE HUT + WOOD H HY BLADEY SHALL WALL FINISHBE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING, 19 FOR MAX SPAN A — / .1/4.4 TAPCON OR A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE �, & WORKING IN UNISON TAPCON WITH ADVANCED THREADFORM TECHNOLOGY t/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY � -..._ W/ 1 1/2'Min. PENETRATION _. ( � �__..__._....__._ OF THREADED AREA TO I ! W/ 1 1/2'Min. PENETRATION OF THREADED AREA TO EXISTING EXISTING WOOD HEADER. F ITO LSFRASEE ,.. � � WOOD HEADER. (SEE SCHEDULE ON SHECf IS) ) TO CLASS(SCE I I (DOR \ (SEE SCHEDULE ON SHEET 15) r 1/4'4-20x3/4'S.S. MACHINE 90[DL4E ON SEL _... .� p. ! , r177pNf1){I SCREWS W/ 1/4'-20 NUTS k II FOR BL fE FOR 3 <am Pon /,.Flp•�3 O 12'O.C. —lh'``�J'' g t'L!a EXISTING I HADES(fl&Q i GLASS-. 4 H ( WALL i ,. ) 1 OR t L _ FRDSM z / l ' ZY I�OPTIONAL lu^uI �� L , ' -WNL I� { ._. 1 EXISTING MIN. __ --�—_ FINISH ( -2'x4'W000 ♦ �-"- EXISTING MW. ' ifE r HEADER REOUIRED i ', 1/4-0 TAPCON OR TAPCON WITH ADVANCED HEADER SECURED 1@OR ® ( __2':4'WOOD \ �—THREADrORM TECHNOLOGY W 1 12 Ex15TING 1 MN SEPARATION I I ) I ) i / / To _ : -. Min. PENETRATION Dr THREADED AREA TO GLA55-i ..__SC1*DULE ON SHEEP IAN SEPARATION TO GLASS I EXISTING WOOD/FADER. T t t FOR BLADE MATO-_j I -CIONS (SEE SCHEDULE ON SHEET i t) `,.\(SEE SCHEDULE ON SHEET 15) ON STEEP 19 FOR 'P �-2'x4'CONT. SILL t BAOES(L k 0 1 -- PLATE REO•D. ON HV WALL HEADER INSTALLATION OO HV WALL SILL �� WALL HEADER INSTALLATION - - — L I _ _ MIN SEPARATION TO GLASS I I IN SEPARATION TO -LASS EXISTING -.---._-_.....- �_ ) -(SEE SCHEDULE ON SNEL'T I t) L1 CLASS i1 Exrsle+G (SEE SCHEDULE ON SHEET 11) ExSTR+G IRN.SEPARATION 10 GLASS I \.J CLASS— 1 GLASS---t I o 2'x4'CONT.-! WOOD OM,(SEE SCHEDULE ON SHEET 11) _ I' � . ' 1/4'0-20.3/4' S S REWD. 4 1/4'4-20x3/4"S.S. MACHINE SCREWS USING /4'-20 NUTS MnGHNE SCREWS W/ o 12'Dc. WAL1/4-20 NUTS O 12 t FINISH 1 O.C. - - ,_A�OR© 1 OR / o 2'x4'CONTNin. . Qui WOOD PLATE REO'D. —J 1 -1'Min. ---�1" 1/4'4 TAPCON OR TAPCON WITH ADVANCED �l •-fl�� �, 1 / THREADFORM TECHNOLOGY W/ 1 1/2' ' 2x4'CONT. \ Min. PENETRATION OF THREADED AREA TO !-1/4"0 TAPCON OR TAPCON WITH ADVANCED SILL PLATE 1 EXISTING WOOD HEADER. l THRFADFORM TECHNOLOGY W/ I/2' _ ..�._.-.__-_, _... t/4"4 IAPCON OR NnTF: REOD. (SEE SCILFDULF ON SHEET 15) 11� Min.PENETRATION OF THREADED AREA INTO PLYWOOD 1 \ '� TAPCON WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL WALL FINISH (SEE SCHEDULE ON SHEET 15 t/2'YIN.CD�j THREAOFORM TECHNOLOGY SHUTTER ASSEMBLY. ... .....t1_...._ — 1 ) EXISTING MIN.2'.4' PIYWC+OD REO•D. W/ I/2'Min. PENETRATION OF 2-MOUNTING SECTIONS CAN BE - .� — L1 2'M!N.COX PLYWOOD REO'D. STUDS O 16"O.C. MAX._ WALL FINISH -- THREADED MEA INTO PLYWOOD COMBINED W ANY MAY TO / RCO'0. PLYWOOD TO BE (SEE SGHEEXRE ON SHEET 15) sl%r ANY INSTALLATION. G HV WALL SILL INSTALLATION 1-EXISTING MIN. 2'x4 STUDS a 16'D.C. MAx.REO•o. ATTACHED TO STUDS IN PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH � WITH SECTION 2308 OF THE F B.C. SECTION 2308 OF THE (0)HV WALL SILL INSTALLATION •SEE uMfATla+s a usE OF HV WALL SILL INSTALLATION re.c. BA°E'"°NSTEETw FLORIDA BUILDING CODE(Non High Velocity HUrriCOne Zone AEA...., I! ®2011 EKTERN METAL SUPPLY, INC :,ol,T1I,EL0 iN� BERTHA / .. A.S.S.A. TM /TiLrECO �Nt:. Accordion Shutter System KV. BLADE gt W/OR W/0 KV. W NDOW RADE /� TILLIT TESTING k ENGINEERING COMPANY American Shutter Systems Irv.N DESCRIPTION DATE DRAWN BY: L.c i * Association, Inc. I O-D 15-085 7/27/1 / DAr: 07/2717 6155 N.W.34N.A.SV.300.VAGMA G00004.ROIIW 1]I Phan•.(305)671-1530 Fax:(305)071-1531 4268 Westroods Dr;ve 2 DRAWING No A:,.•' + .-mel:IOON7aa.aem West Polm Beach, FL 33407 3 ES-=_�ss`oNA.o• � WALIRIER �/114167 5 E 4 »—�o� P.E SfAkf�A �/DATSHE - 6 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FORA) HV & I& HV* BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BQCDE n ONLY SHALLT f. A.S. SI SS ATIN 19 0 MAX WALL`IN1$N SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 & A WORKING IN UNISON 1/4•0 TAPCON OR I --fO---+-EO -2.4W. ,-- 4'x8•(Nin.)EXISTING -.._.._i_._ ..- I TAPCON WITH ADVANCED WOOD BEAM REQUIRED. - THREADfORM TECHNOLOGY _ ___ _._._ EDGE (1F APPLICABLE) W 1 t 2•Min. PENETRATION STRUCTURAL ADEQUACY .. _._ /_r - - 1• ( F // 1/4.0-20x3/4•S.S OF EXISTING WOOD BEAM -- OF iHREAOED AREA 70 j -t• PHILLIPS SCBE HEAD TO BE CERTIFIED BY --- -_ - - WCHWE SCREWS REGISTERED EN(.TFIEER OR - - EXISTING WOOD HEADER. �� _ _. ... � EXISTING WOW I (SFE SCHEDULE ON SHFFT 15) I W/ 1/4'-20 NUTS ARCHITECT PRIOR TO _EO--1+-EO .. - -: ._ _._._1 _-_ -_:- TRUSSES OR O 12.O.C. SHUTTER INSTALLATION. 1/2• --1/2" RAFTER ?REOWRED ..._' �_ / 1/4.0 TAPCON OR ------ { OR 1 TAPCON WITH ADVANCED .� -...- .-_ ......__ .-._.. 3/4'EXISTING Max. T FIT Z .257• THREADFORM TECHNOLOGY _ J/4' . TFxc / 1 /2•Min. TION Q 14 /4• i--EO E0-I .........._......-_. 'x4 x7/8•CONT. ALUM. TUBE \ I I OF THREADED AREA TO A (-'EQ" "E -'/ J _ J(6O6}._T6 ALLOY)W/ 2 EXISTING WOOD HEADER. S.M.$ f '-OPTIONAL a 6•a.c. , (SFE SCHEDULE ON SHEET 15) © ® EACH AF LAG SCREWS 70 •'•/ Of 1©Of IS I I Dior Of 1 EACH RAFTER OR TRU55. LOCATE LAG SCREWS AT MIDWIOTH OF EXISTING WOOD EXESRNG�t ;EXISTING MIN 2•x4• 1 - -( MEMBER.(2.Min. NOMINAL $ I�—HEADER REO•D MN.SEPARATION TO GLASS OPEN HOLE AT EACH WIDTH)W/2•Min. ------ EXISTING INREAOEO _ � $ILIO TO ACCEPT I ..._ PENETRATION OF t (SEE SCHEDULE ON SHEET 11) SCENT LAG SCREW INNSSTALATION5 WITH 72ps1 G1A55-+i � AT CENTER Of TUBE. � . L_ -------- . 14N • MAX.A.S.D. SPAN. LOAD ANQ OS HV WALL HEADER INSTALLATION 50@I DH`9E - EXISTING— 10 4m c5a 114STA MAX. SPAN.THIS ONLY G1A55— A 4A5('SH FOR WOOD 5 01$.Y VALIO „roR va m.o @ OR ®� -I!FOR K C1 m� I FOR WOOD W/YIN. SPECIFIC a sNar ro WR 1 a1 S1W 1R FOR GRAWtt OF 0.50 AS DOUGLAS __.�.. 9ADEs(TT&O 1 DR • FIR DR SOUTHERN PINE No. T I-sEE SHEET 4 FOR TYPICAL SHUTTER AssEMYY ,—,.,.._.---._.__..-- _ __.... ____...... _._�._.... ( GR EDDAL 2-�TMw SECTS CAN K COMBINED T;J�V CEILING INSTALLATION U) V IN AW WAY TO sur ANY INSTALLATION. _.....__Yr T NWa SDVRQM - _.�I---- I 10 b.KS(91E l MIN. I I MIN. SEPARATION TO GLASS b1 9tET x SEPARATION I-'-"-- - GLASS -(SEE SCHEDULE.ON SHEET 11)_ EXISTING CCN BEET 19�FORR � -� TO CHER I I GLASS`. ; MATS 1•,531 ION SCHEDULE 118 i —� EXISTING -- t x CLASSALTERNA I I TE I( EXISTWC I S I I WALE s•MhA5$-1I i I - ( -2'x6•MIN.FINISH/ /J WASHER HEAD TEK DECK REDU IRED SCREWS O 12• (NO FINISH O2•x6•YN. WOOD �- DECK REQUIRED(NO _ _ I _ ALLOWED) FINISH ALLOWED) ----r ,..EDGE EDGE OF DECK - -- ->72• 1•. / OF EDGE OF DECK Oj DECK IF ._.--- - 6 APPLICABLE N {O" -• IF APPLICABLk - - .0.= _ _ 1/IDT-20x3/4•S.S. .-- -- APPUCABLE - ^ 1/4T TAPCON OR 1n -ft LUPS TRUSS HEAD -2_Jtl _' - TAPCON WITH ADVANCED R't'n' MACHINE SCREWS --" "'�---..... --•"�-'�-- 1/4T IMC011 OR TAPCON WITH ADVANCED /2•x4•CONI. \ THREADFORM TECHNOLOGY W/ 1/4--20 NUTS THREADFORM TECHNOLOGY w/ 1 1/Y Min -2•WN. _-SILL PLATE W/ 1 1/2•Min.PENETRATION O 12•OC 1/4.0 TAPCON OR TAPCON WITH ADVANCED TMREADFORM ...-2•MIN___� PENETRATION OF THRFA3ED RED 0. OF THREADED AREA TO TECHNOLOGY W/ 1 1/2•MinPENETRAT.-CF THREADED AREA TO EXISTING WOOD HEADER.(SEE -- ---= EXISTING WOOD HEADOD ER. AREA TO EXISTING WOHEADER, (SFE SCHEDULE ON 91ECT 7S) SCHEDULE ON SHFE7 15) /-.., (SEE SCHEDULE ON sHEEr,5) X.HV WALK—OVER INSTALLATION CVHV WALL SILL INSTALLATION • $EE �ppgoF OxssE FOR WJ HV FLOOR INSTALLATION FLORIDA BUILDING CODE Non High Velocity Hurricane Zone �A� vI'f5•Ne•� I� 02C1 TtLTFCC.INC 02077 EASTERN METAL SUPPLY, INC ''VCFNs�;.• v�; HV, * /7iLFEqoNc. A.S.S.A. Accordion Shutter System RV. MADE /t w/OR w/o KV. NANOOW BADE T American Shutter Systems ;• * Y OESCRIPIION OAtt DRAM"8Y: L.C. TILLIT TESTING & ENGINEERING COMPANY �,p�'•.•�• (f .�Q 4ss5 N.w.T4IA 5,,51..305.vAxarw cAROENs.F.bIW 3J, Association, Inc. t OLD 15-01157/27/1 DATE o7/ z7 17 Ph-ii:(10.5)871-1530.Fa.:(305)871-1571 4268 Westroads Drive 2 DRAWING No e- •1i .4:to 19 .<w, West Palm Beach. FL 33407 3 r -_ANAL ENS'..• WALTER A TLUT,P.E 4 17-107 P F. SEAL/SIGNATURE/DATE FLORIDA Lit./44167 a SH 7 OF 20 END INSTALLATIONS X11 BY BLADE OR WINDOW BLADE INTO 2"x4" MIN WOOD STUDS J•R4•W.SODD STUDS AwD 2 2'ri YN. S-NDS KD'D aR)oD S- 2%4- /ANC,pR,2•6OC - 1RIL .000SNIDE F`ERE1v5nu1 rli0 •`� '\ %`\ i i --1``\ %/ (Ra MneMIU 1/2 1/2"nNETMEIDN - / 1i / r�LL A+/2'CDR E%611NE GIASS-- X F' rL1.000 v W _ / 1\ / \ TUCf rYM1T 1 ^ODS1N0 NtlS _ GLOM ER6TO.G C1I5` ( i \• Ih•WLGOR �x W.3fNP MN _..I/2•MN.FAI. ...- 10 OASt(� --.®.-__.._ IrN iNMWN W! sp M" 1D ONINI(S Ih•1Dl CDIt m aA MT I+raR�a o[. +/1 e'.3' ^_ RiYi 11 roI i1Q NO SOmL a aQI KYgpp. S f a 9QI M q(Ff 19 rpR (eca e)� •r r1B1� f/1•WM r/m M� `01 BMW aFOR MAINE A� f a 9eF his M exEs¢•{A �.._. 1 •w K mNi'`R°o`n 1�A_ MM �`-J ' �we¢.ag � _ aues:c�1� (•s 4wrwtr 'n•a• -—_— i e D.C. /1•S1L5. _ _ fe I I— \-01 awn r�iDn..IrDlnort Vn)ha,h'ars ron•• ' AT t OR�• �2.� 5E[DET.LL R FOR-' OOH a�u fa ar-. .0 Olt®a SCE OEI-R FM�/ J.'OR iC'• S" Tp tRRfafS SEE DEErt R FORJ VJ mcT d -C�d��•Oyy-L aaL��D p• N ®-`6•o- - iPAntS 4-0 "J•- p.p-s3.G-,'.�.. (J•>J.(�i-Q.J.O• Ld,C!-Q?t,C4-,�j,®- p•p-E1•CM^a_,.(�. R,•p-@•til-Dl•C# p�0-®•(3-Q•L- �.®.p.p.p.p C!`•(3-fs•`3-�.�•II END CONNECTION DETAIL ID-0-0-0-0-0 END CONNECTION DETAIL(g END CONNECTION DETAIL 10 END CONNECTION DETAIL l tnsr►c •RtcwEc O+ar rDR s�rrs c,1EA1Ev r,r_c". i aAR YRa'rRx _I/a•r arcoN nrar+s '- a1M7i RDOD !S/ /2,YN_ 1/4Y TIPCpf AIICMORL- 101/7 9Y3 ERR1RKr -- !FFNEiTUTOv O 12.O.C. /t 1/C MK QL4S- �fe b.C. rDtTf1R1!on•12'0c 4 • SEE LIMITATIONS OE USE FOR m S (YE • fh•rAt -'�-to SAVE p v -� BIADE II�.ON SNE.Ei 73 I"SDA 9� ,, \ i'J aA6lma� �____"' _.J at- C4-> 6TOR aA��yF y (}�L-V�V\• a•V- `aR1y il•Mri 2•A•rt r,p0p \{LJ I -0-�n�(U-I/T�nY•(3- pt��yJ4V- �G4� J,t�.�L EMaN •Eo-'t'i'�CJ'Q�- LYOL] p•p-p•p-CRJ'Lf. C3•Cs-©.CI~U.p- r,-Ci-£r DETAIL X END CONNECTION DETAIL 0 END CONNECTION DETAIL2) ``)tr""""'"• FLORIDA BUILDING CODE Non High Veloci')• Hurr:Galle Z011e ,,,I�PY••.,....,,•• 0%«= 02C+: TILIFCC,,NC. C2017 EASA.RN IAETAL SUPrt.Y, Ifv� ��cE,vs�•. ��= �,so- AmS.S.Aw THA TM L ECOAccordion Shutter System KV. S ADE$1 W/OR W/0 H,V. WINDOW a ACE TILLIT TESTING h ENGINEERING COMPANY American Shutter SystemsNEV.N DESCRI.TiON DATE owwN er: L.c. -. Q_•'. .� 6355 N.W.!DAM S+.SIn -".NM- GAROEIS.R0N 3316 Association, Inc. I oLD 1s-obs 27,71 DATE: 07/27/17 /rte Pr,,,,,r (30s)e71-1530.FD. (305)071-153+ 4268 Westroods QD*ve x r mw.Gurae•ow-��^ West Polm Beoch, FL 33407 3 DRAWING No E0 o006T,s 17-107 wAy(CR A.tlLL�l�..P.C. 4 P.E. SEAL/SIGNATURC/DATE F oRt1a oo./66+67 s SHEET 6 IS OF 20 ♦ GFN u ACCORDION CCODIO AND GONOtnONS OFISE FOR BERMA � I i 1.MAX.AS.D. DESIGN PRESSURE RATING:1110, - 110 p.f.t. 2.MAX.SHUTTER SPAN:96' `1 3.ALLOWED MOUNTINGS:A D.G 0 H ON SHEETS 6,7:AS WELL AS MOUNtINGS M.0,T.U&W ON SHEETS 16 A 17. ONLY CENTERMATES (BOTH W/(2�1 OR(A ME AVOWED WrtN�I I -„ 41oM25 INA OR OP TE U T.IN CASE OF NG MUST BE INCLUDED ONLY AT EXTERIOR ACCESS SDE OF D I qn �.�.F710 ♦ ♦ ♦ • I� S.(A)HV WINDOW GIME�I�SMALL ONLY ALLOW A WDWN OF S OPENINGS (3't HOLES)FOR®PER BLADE AT SPACINGS SHOWN ON SHEET 4. _ (B)MM.CLEARANCE TOP OR BOTTOM EDGE OF HJ WINDOW BLADE1O MAX. 5 WIDOWS • A OF ANY TI HOLE FORK♦ SMALL BE 12'. ALLOWEDAT 11V % WINDOW BLADE (C)FH5T OR BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HJ WNVDO'W BIADE� ut (D)11V WINDOW BLADE tO MUST BE USED ALTERNATE 7D A SOLID IHV MADE 10 YHROUGHOUT SHUTTER'S WIDTH. ♦ • ♦ fp $ (E)C 3lMAlEs SFIAIL ALWAYS BE INSTALLED ADJACENT TO A SOLID HV •' - ":ffq BIAOE 1�AT EtTNER SIDE OF THEM. gl$ (F)POLYCARBONATE HV WINDOW®SHN.1,8E N15TM1E0 50 TIS[TABS FACE SEE ENO to THE RRERgR OF THE OPEN"6EINri PROTECIEO. IN WR700W IIy MUST BE CONNECTION _ • g�54 ONLY INSTALLED AND LOCKED USING A IN SETTING TOOL pRONBO�D BY ASSA DETAILS ON SHEETS 6 INC. tD& Is TYP. { — ;3a FULL HOW.- } sl 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO Wood FRAME T BUILDINGS ON SHEET 15,AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 3 P P 1 &z ABOVE) z ^ 7.SEE AEN OR SPACING SCHEDBLOCK WA FOR INSTALLATIONS:Nro S LIMITED 5 CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12& 13 AS CARRED M• LJ SPAN AN DESIGN Law(SEE Noes, t z ABOVE). B.MNGL UM SEPARATION TO ASS SCHEDULE,PER ASTM F-1996: SFF PUN FOR REQUIR(MLNTS) M D TOP&BOTTOM W L��3)pH'�4 Mtp.�]��� WARD ZONE_ MINIMUMSEPARAnoN TO L5w55 -____.� JNLIM1TEO WIDTH_—._. _--_........_ ......I t iHRU 3 t' ELEVATION "" LiOM To GL GLASS-ASS -- SEE SCHEDULECN SIFT 11 FOR 9lCCI ♦ 6.25' __... ANO ON THIS SHUT FON BAOLS(1J h ALTERNATE OPPO§ipiG GENTERMATES iim w/ J�(ExggtOR ONLY) (SEE NOTE 4 ABOVE) {(OI p• SIMMMM��TTtRICw�_IE14TERMATES D; J�7 \ I If\ T IeAfbt�1 W/ NOTE♦ABOvE) ELA TYPICAL rj HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE to SHUTTER* --- N+N'NNNAA `' _ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone • r.zc•: nLTrcc.:Hc. Q201/ EASTERN ME IAL SUPPLY, INC. Td P •..•.... � ._ BERTHA HV-. ri L E C O A.S.S.A. Accordion Shutter System TL[ FID. BLADE #1 w/OR w/o FLv. w wow BLADE American Shutter Systems REV.Pk OMRIPBONN DAZE DRAWN BY: L.C. -q TILLIT TESTING & ENGINEERING COMPANY Association, Inc. t ow 15--oes 7/27/1 wrz: 07/27/17 O F P .' LL769 M.W 3:( 5)71 153 N Fox cMads.F-153 Phone:(305)e71-1530.raf (305)8 1-1531 t Pol W Beach, 33 2 DRAWING No -,nw: 00015 rea.oem West Polm Beach, F'L 33407 3 a EB-000671 D ♦ 17 —107 WALTER A.TOUT it.P.C. P.E. SEAL/SIGNATURE/DATE FLORIDA A./44167 5 SHEET F 6=, ,/2,0.0.15 THICK - t' INSTALLATIONS W./j1� HV BLADE & HV CENTERMATES �� -+2.000-M°..- �Min.A$YM A 857 GRADE r0 Min. _ YARIES M.^. G-6 GALV. -2-MRK.--� INTO METAL STUD WALLS * � °�• METAL STUDS At la•o.C. $ �'-43b h�' �,oo. -- - e a D.C. 4 30 1/4"o NOMINAL T/ IW W %� ALUMINUM SLEEVE T 12 -- -( FOR BERTHA(1 HV BLADE ACCORDION SHUTTER 3/+',a V+'=0.035'THICK Mln.l 4• 430 $ 6063-TS ALLOY -CONT.GN.V.STEEL iRACN CI+A««CL.1.6'0-C. O 6 o.c.^. I - � SYSTEM INSTALLATION TO METAL STUD WALLS ASTM A-653 GRADE+0 Min.G-60 I -- SEPARATION TO GLASS SCHEDULE GALVANIZED FASTENED 10 swigs , i 'V r Moi. w/(2)#6.1/2•TEK SCREWS ON , EXISTING F1N6N 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) INTERIOR a EXTERIOR TACE AS APPUCAS E 1 R� 2. MAX. SHUTTER SPAN: 84" MINIMUM WIND ZONE I SEPARATION 43c LENGFT+ + 1• EXISTING GLASS ' MIN. SEPARATION 3. ALLOWED MOUNTING: MS ON THIS SHEET. ASTM E-1896 E GLASS TO GLASS — (SEE SCHEDULE) 4 m 4, ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED T THRU 3 1" 114"0-203"T PENETRATE LT Owl WITH 21 ARRANGED A METRICAL LAYOUT. MUST PENETRATE 3c ,' i e USE 0 (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4" t }/+•.a t/+'.0.035-THICK urn.i ExIsnNG nwsn t INCLUDED AT"EXTERIOR OR INTERIOR ACCESS SIDE OF t.373"-� (CONT.GALV.STEEL TRACH CHANNE4; Ax APPUCABLE CENTERMATE. i .250•. �• ASTM A-653 GRADE 40 Mtn 0-60 GALVANIZED ZED FASTENED sc°R;WON i .,.43e ` - 430 I T ,'fir------ _1 h EXIErT10R FACE i e a'O.C. �• a a"o.c. In 1/4.0-20 THREADS BLADE SLACK DETAIL HVF IS ALSO VALID FOR 43 1 Z470 ELCO CONSTRUCTION t/2" 12 CENTERMATE 21 APPLICATION WITH BLADE 1Q PRODUCTS FAB-LOK HD -6-A1 1/2',0.035-THICK -:YAwEs'. ® 6 Oc, COMPONENTS Min. n.G 6 6=653 STEEL 40 METAL suos AT ,e'o.c. MD. MS WALL HEADER/SILL INSTALLATION -EXISTING FINISH AS APPLICABLE SCALE s/s`= t- '� (TYP. TDP A BOTTOM) �4 L -.... _ 1 3 4'.6 t/4.0.035'THICK M;n. - CONT GALV STEEL TRACK CHANNE_ EXISTING CLASS _ _ _ _ _ _ /A57y A-653 GRADE 400Mi...C-601'I ISYMMETRYC L ' SYMMETRYCAI 1: STUDS J AS t%6.14TETNEX SCREWS ON INTERI R a EXTERIOR FACE 11 I I , - MRI- SEPARAtICu! vnk1ES /CENTERMATES W/ CENTERMA TO GU55 Y4IEXTERIOR ACCESS SIDE INTERIOR ACCESS SIDE ( scHEDULE) Me= I---------- - --------- ------ - ------------------- --- --- -- =--- ----=----=----- ------- ---= ------ ---------- --- - --------- --------------_- --- -------- ---------- - _----------- - --------------- ---------_----�" - - ---- -- -�-- --- --- --- ---------------- -----__-----_- -- ------ ---—20, - -- ------------------ - -- --------- --------- - --- — -------------- ------------- -- - --- - - -- .—-- - - 2)42 ' i 21 - 21 21 i�..-- 21 LOCA D AT 12 I1V HEADER/SI FNOS - ---- -- - -------- - -- - -- -- ---- --' VIEW Y (6'Min.) 24 I SIDE CONNECTION TO TRACK �3 1/4-(Typ.) a 1/2•(TYD•)--.—.. ..___7•.._..- I.._•--.- 7• -_.__---1�--.6 1/2" MAX CLACKNor ##....._. (Cont.) H� j/� DETAIL S CK HVF HYQ FLORIDA BUILDING CODE Non High Velocity Hurricane Zone ITT INC. �2G17 EASTERN METAL SUPPLY. INC. OZD, nLTECO. ' �V TTM _76 , ASS A -7c NT:. Accordion Shutter System 7H.V. BLADE �t1 w/OR W/0 H.V. WINDOW BLADE • American Shutter Systems REV.« DCsCRIViIdI DATE DRAWN DY: L.C. * //�•� * TILLIT TESTING A ENGINEERING COMPANY • 6335 N.«,Mln.sL,Src.!n5.MRGNN GARDeis,nnRO.311 Association, Inc. , OLD 13-085 7/27/7 WE: 07/27/17 �� ; 4268 Westroods Drive z vna,e:(3os)en-,s3o.F°.:(3os)ln-,s3t DRAWING No P 4 fA` —1:NW~­n, West Palm Beach, FL 33407 3 1 O.o�,;•F�ORt9,.r'�a .1 PA. JoO06719 17—107 S,q Ve EJWALTER A.TRAIT .P.C. 4 P.E. SRDATE' FLORIDAUc. 44167 s SHEET or 20