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HomeMy WebLinkAboutProduct Approval ProfessionalBusiness & Regulation SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search Product Approval r a USER:Public User CEF Product Approval Menu>Product or Aoolicatbn Search>AooGcation List>Application Detail •ls FL# FL389-R9 Application Type Revision Code Version 2017Application 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 Irodriguez@e FILE 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..Tillit,Jr. P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC- INC. DRAWING 17-107 CERTIFICATE OF INDEPENDENCE PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC INC DRAWING 17-106 CERTIFICATION OF INDEPENDENCE(1).PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE 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 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 FL# Model,Number or Name Description 389.1 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 17-IOB BERTHA HV ACCORDION SHUTTER SYSTEM.PDF Impact Resistant:Yes Verified By: American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other: Large Missile Level"D".Max span is 12'-3"for 40 psf Evaluation Reports positive ASD load and 13'-0"for 35 psf negative ASD load FL389 R9 AE AMERICAN 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 unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 an sheet 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 FL389 R9 II AMERICAN SHUTTER SYSTEM ASSOC.. Approved for use outside HVHZ:Yes INC, DRAWING 17-107 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYSTEM.PDF Design Pressure:N/A Verified By: American Test Lab of South Florida Inc. Other: Large missile level"D".Max.Span is 16'-0"for 30 Created by Independent Third Party:Yes p.s.f negative ASD load depending on centermates and Evaluation Reports locking rod configuration for the HV1 blade,8'-0"for+64, - FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC.. 72 p.s.f.A.S.D. load for HV blade for Keystone mountings INC DRAWING 17-107 PRODUCT OF EVALUATION 7'-0"p.s.f, for metals stud mountings and 8'-0"for 110 p.s.f. REPORT.PDF for HVSA working in unison.See sheets 7, 11 and 20 Created by Independent Third Party: Yes respectively of installation drawings for other spans and ressures. 389.3e a 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 AMERICAN 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: Large missile. Max. 16'-0"span at 30 p.s.f ASD load Created by Independent Third Party:Yes for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Evaluation Reports 12,25 and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC INC DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party:Yes Back F_--t Contact Us::7601 Blair Stone Road Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Flonda.::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 hem. Product Approval Accepts: GENERAL NOTES: 1. BERTHA H . ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D-) ALAS BEEN VERIFIED FOR COMPLIANCE. IN ACCORDANCE WITH THE 2017 (6th EUIUDN)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 WIND SPEED REOUIRED 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(AS.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19& 20 IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS OCTERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS AREA 1• HV BLADES:1; & 7A1 BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX.(ASD)DESIGN PRESSURE RATINGS WOICATEO ON SHEETS 11 THRU 15, 19 &20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.L.D.AS TESTED,WERE NOT OVER STRESSED.A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NZ USED IN THEW SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS. HOWEVER,A WINO DURATION FACTOR CO-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 WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICAL WINDOW BLADE & WINDOW DETAIL -HV BLADE 0 00214.01-03, 00715.01-03, 01004-01-05. /1214.01-05,/0317.02-06,0G609.01-10 AND 00210.01-11 AS PER TAS-201, TAS-202 AND TAS--203 PROTOCOLS AND ASTM E-1885 AREA 9• HV BLADE 1)AND HV WINDOW BLADE 1011( 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 APPLIC_ABW -HV WINDOW BLADE 0 0050501-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D.WIND ZONES 1, 2, 3)BASIC PROTECTION ONLY AND 0 0725.01-88 AS PER TAS 202 PROTOCOL.. TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 2. HV BLADE 0 AND HV WINDOW BLADE Q 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 014.2.75'AND 014,1.75*RESPECTIVELY, 410-HT MINIMUM SERIES CEjNTERMATE ALTERNATING DETAILS HV SHEET 9 STAINLESS STEEL SCREWS WITH 135.0 Wi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCATION. PINS MUST BEAR THE HIV MARKING ON THEIR HEAD. ENO CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 70 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6083-T6 ALLOY IS 30.0 ksi AND 35.7 ksi FOR MAXIMUM SPAN TABLES SHEET 11 6005-T5 ALLOY. ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 ksi MIN. TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 AND SNAIL COMPLY W/FLORIDA BWLDING CODE SECTION 2411.33.4. ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 S. BOL75 TO BE ASTM A-307 GALVANIZED STEEL, OR MSI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS HV BLADE10: 12,13,14.15 AND 20 INSTALLATION DETAILS M-R, WOOD SHEET 16 INSTALLATION DETAILS S-X*WOOD SHEET 17 HV BLADE 0&© WORKING IN UNISON: 12, 13& 15 ENO CONNECTION DETAILS 7-12 & X. WOOD SHEET 18 S. THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT 06.779.582. COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S.PATENT 05.458,179 ISSUED 10 EASTERN METAL SUPPLY,INC. AREA 3; HV WINDOW BLADE_Q ONLY 9. IT STALL 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 WINO/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT, OR OTHERS, MUST PROPERLY CLOSE ALL HV AND NO AREA 4, HV WINDOW BLADE()ONLY CI:NTERMATES AND ENGAGE OR LOCK ALL HV 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$ SHEET 20 PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUIUING CODE. 12. BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING,AND ZONING REGULATIONS PROVIDED BY TILE 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. (D) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF TrS PRODUCT, BASED ON THIS P.E.D.,PROVIDED HE/SHE DOES NOT DCVATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIGNS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSNBIUTY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.O. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS 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 RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD.ACTING AS A DELEGATED ENGINEER TO THE P.E.O. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (s)ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT-REPARED IT. FLORIDA BUILDING CODE Non High Velocity Hurricane Zone ,(111 C2011TlIIE.D.INC ®201 7 EASTERN METAL SUPPLY, INC.\ /,''�S . RECEIVED �Q? ��cEN;sFBERTHA HVT. ' A S S A Accordion Shutter System L ECO N . H.V. MAX #1 W/OR WHO H.V. 1MNDUN RADE MAR2 0 2018 �/ L` i American Shutter Systema Lv. LEwIrR9HM aTE DRAwN ffY: La QK UF/ \ TILUT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 15-085 I 7/1 TATE. 07/27 17 \\\ 6]33 Nw.}6tn.5L.S1. !.,k WRfANIA G DVS,100 3316 4268 Westroods Drive 2 P­ (3os)e71-1s30 (3os)eA1- .Fo.: ro31 DRAWING No ST. Lucie County, Perminin_g ' 11\\ •.^`aIB1;� West Palm Beoch, FL 33407 3 17_107 SS�oNaLEe'�,IMI *ALTER A. DLDr.N.P.E. 5 SHEET FLORIN Lie.0 44167 P.E. SrAtyis" 6RE/DATE 6I Or 20 C3Y 1oR W1Nuow ® vARiES 4371 T 4.999 �1 HV SOLID BLADE - 7sL, �5 HV 90'/180' STARTER J C R COVERED UNDER US PATENT HV UNIVERSAL FLOATE 5458779 QUALIFIED FOR USE W/ QUALIFIED FOR USE W/ HV BLADE(i (4�NV DIRECT MOUNT HV BLADE' J 1 A HV WINDOW BLADE* 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W HV 6063-T6 ALLOY AND TEMPER �L LIMITATIONS OF USE OF BLADE ®ON SHEET 19 BLADE 6063-T6 ALLOY AND TEMPER l.gpp• 6063-T6 ALLOY AND TEMPER :,373-' 1-• 114' 7- 56' h ��• i4670I .670'.. Z.Z26• i g n 72 - T- 842 LI o � 4.89Y � ry oi 15" 2• 1 C)HV ADJ ADAPTER USE W/LIP (8;HV WALK—OVER TRACK J112o _ .. ___ 4.436' ¢'- QUALIFIED FOR USE W/ HV K )HV ADJ. FLOOR TRACK 6063 T6 ALLOY ALADE�F70 TEMPER QUALIFIED FOR USE W/ HV C)HV TRENCH TRACK ss" BLADE 1 OUALIFIED FOR USE W HV QUALIFIED FOR USE W/ HV / (16 BLADE 1 6063-T6 ALLOY A TEMPER BLADE( ONLY. t 7 y HV RAINGUARD 6063-T6 ALLOY AND TEMPER vARtFS 6063-TS ALLOY AND TEMPER `QUALIFIED FOR U(qt)E W,/ HV BLADE W ax. VARIES 1.936• 6063-T6 ALLOY AND TEMPER • 1.91'7" •" • ' I .093' -093' ox. .100 C4 -NJ 1� .060. '670 3 —� eA1 i 6701A �� I 1.886" 670 - .. i f HV CEILING HEADER LS HV HEADERISILL C) HD COILING HEADER/SIL =' 3 0 IFIED FOR USE W/ HV BLADE(i')ONLY, QUAUFIED FOR USE W/ HV BLADE h ONLY 1ITTYY'"''• 6063-T6 allOrY AND TEMPf QUALIFIED FOR USE W/ HV BLADEHD WALL HEADER/SILL SEE SECTIONS FOR VALID SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W% HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE"i)ONLY. K y 6063-T6 ALLOY AND TLMPER r' COMPONENT A B T1 T2 % MR XAet YMREt v— r oez' 2' 2a`' fl I2. s'MAx 1 1/8" 1/8' 3• 3- 'ac9c- 1� 2' 8' MAX 1 0.192' 1 0.192" X 1 1® SIDE ANGLES --' - -- ---- QUAUFIED FOR USE W/ HV ALUMINUM ANG= t9 2-s- 7-MAX.10.190' 10.190, 2 CORNER POSTS BLADE�} QUALIFIED FOO USE W/ HV _ QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER BLADE��1-ONLY, - - r 1 BLADE 6063-T6 ALLOY AND TEMPER5•+1 2- S'MAX- 0.139';0.131' 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE Mon High Velocity Hurricane Zone I'll A. � 01017 TILTECO,INC, 02017 EASTERN METAL SUPPLY, INC. `�. ' \CEN ✓z _ B_ER TR TM �O . A.S.S.A.11 L Accordion Shutter System FLV. BLADE#i W/OR W/0 KV.WPODW BLADE ^ Qf� 7* 1 TILLIT TESTING h ENGINEERING COMPANY American Shutter Systems --- S Y EV.N BEse�rl7oN w7E ORiw�N 6r: L.C. 6355 N,W.3Afe.$t.SV.306.NRGINP OnA0EN5,M1OR�CJ.an Association, Inc. 1 OLD 15-085 7/27/1 w1E: 07/27/17 �,-''r-7P�•—•— � Phan°:(305)871-1530.F°x: (305)871-1531 4268 Westroads Drive 2 [� ORIo►,•' West Polm Beach, FL 33407 6 D;W71NQ;o07 n/ �'^ E9-0008719 Vjo•••••••�\1,1� WALTER A.TV_UT Jr.P.E. 4 P.E" i1hFCJ�E/DATE FLOROA Li`'t 44187 8 SHEET 6 2 OF 20 4.6W 10-20 c"IST U '"W"A"O a­ 745' 1 ANTI ---oE CAST HOUSING LHAIAEL 4­sx-------------- / RI I . S f ­o" T. IF .062 -­­------------------ .318, -04) (271 HV CENTERMATE J HV LOCK HV EGRESS LOCK QUALIFIED FOR USE W/ HV BLADE r' U OLD, HV FLOATING C E�& Z5 ONLY 4ER QJALaDF R 4E W1 HV QUAILIFIEDIOR USE W/ HV 6063-T6 ALLOY AND TEMP ED FOR USE W/ HV BLADE I IA ONLY BLADE j)O BLADE T& 03 ONLY. 6063-T6 ALLOY AND TEMPS 4TER & ONLY. TFALIFIED FOR USE W/ HV BLADE ONLY . 250'O.D. .518 2,874' 601 ALLOY AND TEMPER PLASTIC MEAD w. MOLDED TO SCREW 1.753" IL �rWO"AFTER RIVETING BEFORE RIVETING y 1/4"0--20 3/4" S.S. THUMBSCIRM 114-0-20 RIVNUT* "SERIES 9444 ALUWNLHO(2024-T3 ALLOT)LARGE FLANGE THN C� �F SHEET NUTSERT.PART 1 0820.AS UAUFACTJREG BY AVDEL �FRRY TrVTORN,P�PPENY.NEW IEPSEY 070-1.OR EQUAL PLAN m RZONT MA11ON 4 5" 2# HY M I "T" LOCK WagEMME 0 HV ALTERNATIVE LOCK 4� Hy FEMALE -T- Lo&CZEmTERmATE 0 HV "T" LOCK QUALIFIED 27 LOCKER E0 "T" LOCK CENTERMA E QUALIFIED FOR USE W/ HV BLADE Cl .ONLY OLD F%USE W/ HV 6063-76 ALLOY AND TEMPER QUALIFIED FOR USE ADE I N/ HV BLADECI'ONLY QUALIFIED FOR USE W/ W BLADE ONLY W/4V BLADE Cl ONLY. ONLY. 6063-T6 ALLOY AND TEMPE CUAOFILD FOR USE r '063-T6 ALLOY AND TEMPER 1. 17 _7 , _­4, • -V"'e� so -THMMURN 4 CYLINDER OR 003 • 2' KEY CYLINDER .21;7 .545* A� 0,1175"MI .125.M6..31 CENMAI '61 0 0 HD TER � M�&PICKM-RO HD CENTERMATE 'j 1 - QUALIFIED FOR USE '/V CA I '�j QUALIF IELI-170�,A USIL & S3 HD CIENTERUATE'S INSgRT 6063 6 LLOY AND TEMPER 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE W& VARIES, 12"MIN.._.__._ 6063-T6 ALLOY AND TEMPER W;.-20 S.&OR 3/9-- 16 .1.130 TH-MOTURN 7 CYL TNLWWS�.. CYLINDER (3EE WALS) LL Do kOR'EY CYLINDER 1.78 Mo., LOCK;NG RQDZ� 1/4'0 HD LOCK QUALIFIED FOR USE W/ HV BLADED 37 HV 1/4 0-20 AISI 304 Elf RECENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK EIOLT LOCK. - 6063-T6 ALLOY AND TEMPER HV 3/8"0-16 ACETAL 'kIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE CD& ft�' J5)INSTALLATION WILL REQUIRE A 7/16- HOLE THUMBSCREWS QUALIFIED FOR USE W1 HV RLADE',I_) FLORIDA BUILDING CODE Mon High Velocity Hurricane Zone: DWILLED AT TRACKS FOR PROPER EMBEDMENT ouAjjnED FOR_.Yy U HV BLAnF @2017 EASTERN METAL SUPPLY. INC. A. iNc till. -?k ........ -LoIBEIF MA-1141"VTm -- Accordion Shutter System A.S.S.A. KV. BLADE #1 W/OR W10 RV. WNWN a" 7 '- I American Shutter Systems DAVIL DRAM BY. il�.III. L.C. TILUT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15- IIAIFE.' T7TP/17 355"w MwSt..SIO 303'ANGNM GAROMNS.n Mitt 7,1 P�—:(305)071 4268 Westroads Dr er � -15M F..:(305)871-1531 DRAWING No .;,:tn.~- , , West Palm Beach, FL 33407 EB-OOD6719 3 17-107 WALT"A T"­P.E. 4 IE 6 FLORIDA Lie 144+67 a SHEET 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV M HV 3/8-41 12,MIN. (D HV BLADE II TO BLADE .0625" —---------- ECIG 1075* WINDOW BLADE �25062.5- (9 HV BLADE 1A B65- Y (9 HV LONG RECESSED NYLON BUSHING —3 .0625 HV SHORT RECESSED NYLON BUSHING 0.0621- "V "I M ��Fu.."p�N�. PORTION RI7�OT HV NYLON HAT WASHER (DOR (a 2. HV WHEEL CARRIAGE AISI 302-303 SERIES tn -1 f- 1. X Z 87�50 X 01170"-3/16' THICK NYLON WHEEL. Ni 1 2 1/8-MIN Kv WINDOW 0.188"0 AISI 302 SERIES S.S. RIVETS 1 CLEAR SEPARATION! BETWEEN 1,t BLADE 1 1, OPENINGS 5 3/4- ON CENTERS HV 2 3/4"ACCORDION PIN W/ 18 HEAD 7500' .06254- .3,7500' HV 1 -3/4" ACCORDION PIN W1 #8 HEAD EXTERIOR D625" POLYCARBONATE IMPACT RESISTANT HV WINDOW CLEAR TYPICAL HV WINDOW SLAD"I AND POLYCARBONATE HV WINDOW DETAIL E IA' 5- Y X 5 DOR (g or Nljs.; (SEE REQUIREMENTS) (DOR ® POLYCARBONATE IMPACT RF�;jSLAjCA"jw-Q-w 0] BAYER MA-<ROLON 3103 POLYCARBONATE :4 12'MIN.C�EARI`qc!E RESINS, UV-STABILIZED GRADE OR SABIC , r a PON OFOUIRFUENTS AT EXTERIOR SLADE KNUCKLE FOR TO BLADE WIT)w INNOVATIVE PLASTIC LEXAN 103 RESIN HV(1)HV(W (SEE NOTE "F* ON SHEET 19). A _j L (1) HV PIN 0 SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q OR ® POLYCARBONATESOURCES FOR Ila HV ® BLADE. EXTERIOR APPUCMLE ; PIN1CAL SHUTTER ASSEMBLY NV Tma uPw� (2) HV PIN (D MAY BE USED IN LIEU OF 0 AND ONLY AT RUVIENM EXTERIOR 'S KNUCKLE , 00 324' (SEE NOTE * F SK—C cw�l AM D792 0015b/h' 0.043*M BOTTOM KNUCKLES OF W ACCORDION SYSTEM W/ HVQ) BLADE .04 BLADE WHEN CORRESPONDING TO INSTALLATION "11 , SHEET 7. REQUIREMENTS) MTx,mm 9.400 ixI,t 9.5w..i- (3) HV PIN ® OR ®W/ 1/2" O.D. 1/t6" THICK .1w 12=°.•:. I13•'0° I,— THICK S.S. WASHER 'a YLiMA1 W ,Lus AbIM OT90 ".000 Psi. 3A1000000 W. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, T SHEET MI.one *EL CARRIAGE DETAIL �E DENSi� ASIV 11211,43 2 X $4.5 X uAx ,, #PPEMBLY LAYOUT Olt 01 B~C w � o-1 G-% aly MlIW Won Im T "D T M1.0ISe Tr.S SrRENOTN AFTER WEATHC�' ASTM 638 9=2 P..j 0,0, HV BLADE SOLID & I-A HY WINDOW BLADE DETAILS 7"Ess DE"w.11,1101-41 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 02017 TILTECO. INC 02017 EkTrRN METAL SUPPLY INC BERTHA Hv. Accordion Shutter System 0 INC. Z J' : IL E C A.&SAIIIII RV. BLADE#1 W/OR W/O H.V. WINDOW BLADE % American DA� LC TILLIT TESTING & ENGINEERING COMPANY Shutter Systems ML Assoclaflon, Inc. I CLOD 151 70aS 7/21/tDATE:ETEF iO�/F�17 Ph— (345)871-1530 Fox;(305)871-1531 4268 Westroads Drive 2 010 --11,tit... West Palm Beach, FL 33407 No E -0006719 3 WALTER A.TILUT J,P.C. 4 —107 P.E. SEAL/SIGNATURE/DATE I'LORMA Lc.1 44167 5 SHEET 6 4 OF &L L _j a W,f�4 a 3a�• *NOTES ON HV LOCKS AND CENTERMATES: 11 l r N S t u '� 1 MANDATORY CONDITION ft ONE HV LOCK�or'E.yRSHALL BE USED AT SPANS UP TO 051/2 SHUTTER INSTALLATIONS FOR ANY SPAN 1 t OR 12'ABOVE OR BOW J.[2 OF SHUTTER SPAY FO ELEVATION. KV LOCK a�9 MAY 8E USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO@ OR CENTERMATES W/(2) 1/4'0-20 x 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. QaOw I 2. !1/1: IF DESIRED.FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS , OR § MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES Rj OR SHALL BE AS INDICATED ON NOTE (1) ABOVE. V LOCA ION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 1 3. ONAL CONDMON 02 0"ONLY*IM M N (I tS U�TT W/iWp H.V. LOCKS): LOCKING ROOS ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY 4 'E°Jo"�":1Ox$D4 " BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING ROOS Oj OR AN ALTERNATIVE DEVICE IY MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. ONE HV LOCK 09[0$tMLL BE USED AT CORNER CENTERMATES FOR ANY SPAN 5 _ AND INSTALLATIONS AT ANY ELEVATION. HV LOCK R4 or'1-*SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, 8 w I ATTACHE[) TO �CORNER CENTERMATE W/(2) 1/4'0-20 x 1/2 LONG FLAT HEAD S.S. M.S. TWO LOCKING ROOS 35 M AT TOP h BOTTOM SHALL 8E USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. CbNY� MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. `vr „£ IS�If 5. V=AIMMU To MUNDAIDW WINDEEM Al MM ONLY FOR Hy 19%20 W1 MOILMINI CENIMMIES 11 99 • ONE ALTERNATE HV LOCK MAY BE USE IN UEU OF HV LOCK or 2 FOR ANY SPAN AND 6: i4 j INST LA100NS AT ANY ELEVATION, ALTERNATE LOCK NAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT I 333 OF 1/4'0-20x3/4" S.S. THUMBSCREW TO f OR(4 CENTERMATES SHALL BE MADE W/ 1/4.0-20x3/4"ALUM. yb � b■"' RNNUT AS SHOWN DN SECTION HVE. SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO i t — SAI $!Q L,Cs LOCKS AT 1/3 OF SHUTTER SPAN. I �3"iFw', \ Q, 6. `•TORY CONDO111N jt F'OR N_NCTn1Lc IIOLIM11Yf1 61STALI A71a1i5• ONE FN LOCK or or��SHALL.BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TG 96'.AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK 6 or 0 or®MAY BE USED AS AN INSIDE OR ice_... OU SIDE LOCK. ATTACHED TO 0 or 0 SYMMETRICAL CEKTERMATES W/(2) 1/4'-20 x 1/2"LONG FLAT HEAD SS. r M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING ROOS g W/ SEE END jOR @ TOP AND BOTTOM IS COMPLETELY MANDATORY. CONNECTION DETAILS ON 0 F E N 1 J x L N P 0 s8E s 'F°�LL *NOTES ON HV "T" LOCKS AND CENTERMATES: HECHT. OF CORNER 1 -------- ^--`�01"-- -""-- "---- CENTERMATE $, ONE ALTERNATE HV T LOCK MAY BE INSTALLED IN LIEU OF ITV LOCKS OR FOR ANY SPAN AND L'S'o0v of�• a© tU.,�A I I TALU1'lON AT ANY ELEVATION ALT NATE LOCH p .Y BE USED AS AN INSIDE OR OUTSIDE IDE LOCK. ATTACHMENT T� L/ OF LOCK S0 INCLUDES USING REINFORCING LOCKER� AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE CONNECTED TO CENTERMATES®ANDS W/ 1/4V-20 x 1 1/2"LONG S.S. THREADED BOLT W/ 7/8'0 x 3/32' YANGNUT OR W/ 1/4-0-20.1-S.S.M-S. INTO A 1/4'0x 5/8'RNNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING ROOS C3'TOP AND BOTOM IS MANDATORY. *NOTES ON HD LOCKS A CE RM TES: �$'.. a 11 1 a l •�� F NTF 1 M..�a W/No COM111MATES;31 01134 W/_y : ONE ALTERNATE HD LOCK(7xj MAYBE USED IN UEU OF TYPICAL Z) HV BLADE SHUTTER ELEVATION HY LOCKS 124 OR 25 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD IDCK MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.At OF HD LOCK x.74;TO W/ 3/8 x 3/8'F.N. S-S.M.S..AND INCLUDES N.T.S. REINFORCEMENT INSERT 331 AS SHOWN ON SECTIONS HDB-Hv�r AND HDC-HVC,SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS,75 15 COMPLETELY OPTIONAL. Ij1IJUAAAAiriy.. FLORIDA BUILD1111 CODE on High VeloCity Hurricane one 4X17 Ti-T=CD,INC. C2U;J EASTERN METAL SUPPLY,INC. CEN F _ TM S ✓� S S Y Accordion Shutter System A. . . . H.V. BLADE #i W/OR W/0 H.V. 1MNDOW BLADE *; American Shutter Systems REVM Ift DESCRWIION DATE DRAWN 9+ LC. TE F �:• TILLIT TESTING do ENGINEERING COMPANY M NW.36M 9.Sh_105.WkCN CAW-N%rWIIDA 3316 - Association, Inc. 1 OLD 15085 7/27/1wTe. 07/27/17 �d..FLtas. 44 RNw :(305)1171_1530_Fm,t3os)II71-1531 4268 Westrocds Drive = DRAWING No ('tfr"t••.!.....,e.•= a Tt , Wult.. o�.wm West Palm Beach, FL 7_1 O7 33407 3 •VV/O�AL` it *ALM m*ALM A IILUT19r.P.E s / MOROA Uc./44157 5 :iHE,ET P.E. SEAL.J'al GFlATURE/DATE 6 S OF 2 r--CONCRETE ANCHORS POURED CONCRETE POURED OR CONCRETE BLOCK -1/4'0.-20x3/4'S.S. CONCRETE-. (SEE C1'3) EON REWIRED } CONCRETE ANCHORS I MACHINE SCREWS CCK4CREfE .\ REQUIRED � I H 13 REOUINED �� I.------- -. ..CONCRETE ANCHORS �.- .. .. ( `l tB AORTONE(SEE w NTW®ON SHEET T) /-(SEE EEET SCHEDULE ON M 1/4'-20 O.C. ,A / (SEE SCHEDULE ON SNELr 13) !/( , I !.•e CR(R) Min. _1/4'Y-20:3/4"S.S. r"Min. -t:J CS EO EO MACHIN[SCtwS _, -Ea EO E-___- USING I/4'-20 NNIS r 1/2' 0 12'O.C. � ,/2. .250"Max. 103 -E E. O. ) iv E.D.• f - O _,250' it I IIS .• _ 1 I .250"MOs. I Max. , „ E.D.. r r I I T_ ! OPTIO12�- GLAS 1 r i PTIONAL � IE IAE O SH EIAADDE0 r -1�OR ®• :_ MIN.SEPARATION TO GLASS -tO r w SND:I 19 FVt rEXISTING EXISTING I ( ..� VISE[SCI•EDUIE ON SHEET ,1" 5---', MAULS$A If�ir MIN.SEPAMTION T 1 GLA55 )r'-(SEE SCHEDULE ON EXISTNG GLASS i /^l CA, HV WALL HEADER INSTALLATION J HV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION ATION + KEYSTONE EXISTING `--...- -_._— --.-.-..... - MMI.SEPARATION TO GLASS GASSY 4 FXISTNC_i --(SEE SCHEDULE ON SHEET 11) 1 WE N 1 I 1 OR • MIN. SEPARATION TO GLASS cuss '-'1,Taq SCW.Uiwix(Dma �• `(SEE SCW..DULE ON SHEET 11) a MS( It rOR MMES(C A® EXISTING T i r r GLASS— � E.D.• E.D.' r1 rh ��OPTIONAL '/4'Max. i Max. E.0.." r r E.O.• r —�3 OR 15 I I `.`E_D.4 � II ii I LE E L T. 1-i--`--___ 1/4'0.-20x3/4"S.S. \ 1 Min.- •`.� 0 EO PH0.UP5 TRUSS HEAD - ) 1/4'0-200/4'S.S.PHIWPS ••-CONCRETE ANCHORS t S MACHINE SCREWS USING I�CONCRTRUSS HF ETE ANCHORS r /10 MACHINE SCREWS (SEE SCHEDULE ON SHEET 13) 1" 1/4'-20 NUTS O 12'O.C.. (SEE SCHEDULE ON W/1/4"_20 NUTS O 12'O.C. POURED CONCRETE o I( Mi.. 1/4'-20 CONCRETE SHEET 13) OR CONCRETE BLOCK OR CONCRETE BLOCK .._.. 1�0NCRETE ANCHORS REWIRED waL REQUIREDC; HV WALL SILL INSTALLATION POURED CONCRETE SHEET 14) „(SEE SCHEDULE ON n HV WALL SILL INSTALLATION OR CONCRETE BLOCK WALL REQUIRED © HV WALL SILL INSTALLATION 9.07E E"oS COMSHEET 4 FOR PI AL SHUTTER INSTALLATION DETAILS W/ AS SEE SHEET 4 FOR TYPICAL sHUTTCR E. D. :EDGE DISTANCE ASSEMBLY •SEE LIMITATIONS OF USE FOR �L (,J\' 2- MWNTING SECTIONS CAN BE COMBINED (SEE SPECIflCAPONs ON SHEET 13) BLADE 1A ON SHEET Ig �I�! I-t ♦ BLADE IN ANY WAY TO SUIT ANY INSTALLATION. /// /� ITE P A FLORIDA BUILDING CODE(Non High Velocity Hurricone Zone ••'�ENS• ✓,p 02017 TX,TECO,INC. 02017 EASIERN METAL SUPPLY, INC. BERIMA—lF VTM 4 I L ECOccordion Shutter System Inc.LMC. A■S■S.A■ H.V. BADE#1 W/OR W/0 HV. W DOW BLADE ;'•Q e TILU TESTING 4 ENGINEERING COMPANY American Shunter Sysfems EY.K OrscRIP110N DATE oRAMN BY: L.C. = �t)I?IDP '�k .11L Q55 N.M 3".9.9b 30.WIOMA"MEN%R*%DA 13'4 Association, Ina 1 OLD 15-Das 2/27/1 w>E: 07/27/,7 Ph.-:(705)071_1330,rux (355)Bn-1531 4268 Westroads Drive 3 S�ONAlEN6lr'E ' "EB-a000n'719 Sem West Palm Beach, FL 3340/ 7 DRAWING No .ggAl.•'' .'ER A TLUT L.P.E. 4 17-107 P.E. SEAL/SIGNATURE/DATTLORDA u,./44167 5 SHEET 6 OF 20 ,('� t REOURm CONCRETE ANCHORS MN YFWETiKw 't7e POURED PETE (SCE SCHEDULE ON SHEET 7J) TO CAa(9LE 1 OR - ��._- i 41N IIYNpT10N RED .__ _..._• ... ...._ OF 5111"E (D— EDGE EIQOSTI --� 1 ro CtAsS CONCRETE ' sue IF a saT re FON I w EVAAWaN } (sa�EouU GNI APPLICABLE EXISTING elm T, tl� tO wM / rO¢wlmut y CLASS 1 0ANCHOR I ' EXISTING / ' LOCATION i t I I GLASS-' I I WASHER HEAD OR 13 OR 1$ 3/6'}�w I �TEK SCREWS O 12'O.C. I i 1 R 3/Rl__ / CONCRETE ANCHORS 8 EDGE OF (SEE SCHEDULE ON$HEFT 13) E 0 APPII[CABLE II II ..;.IS7IHG I I I _....EDGE SLAB IF (A GLASS ` 'I EDGE OF-•--� t 2• I 1' EDGE OF - APPLICABLEIF D.•--_ • sue u f / � APPUGBI.E ` to O./R OEE —E.G.- -E.0. APPLICABLE ._.-_. - •–...._ ___'1— IU -"1 1�XE CIN SHEET POURED .._J+l.- POURED p•� CONCRETE FLAT HEAD CONCRETE ANCHORS ' ON SIM 19 FOR 1 OR �10 CONCRETE _..._ _..-� —E RE�� FLAT WAD CONCRETE ANCHORS REQURED ( SCHEDULE ON SHEET 1{) (SEE SCHEDULE ON SHEET ,n ( TRENCH INSTALLATION REOUREO D.• 0.a `` VAL10 ONLY FOR UP TO +70, -75 PSF A.S.O. H HV F I'HV WALK—OVER INSTA I ATION DESIGN PRESSURE RATING &FOR SPANS PER r� HV CEILING INSTALLATION LQOR INSTALLATION t SCHEDULE /3. SHEET 11 EXISTING w.9RMAtIPN r - CONCRETE AN ro w�ss ^(•a a mAc Oi — ----.. -..._..� _ (SEE SCHEDULE ON7 I a 0 nW BLe`DDc Lwca+• ...._( vK �_. a wlaY+o 1 ( SHEET 1s) /' / I EXL511NG EXISTING---j EXISTING T__..._.... _I\`^_ A91wED 7HRFMIOPL 1 so'WhIIINTEC1 CLOGY OR 1/•'0 POSERS I / GLASS GLASS -'(w EOOML a01 OQT II 1 GLASS---. FASTENERS TAPPERS ANCHORS W/ FI/4' w.SOW PP•TG 1 3/a'MN.OAgBGww O 6' MAX. �\ I wawa w Oa r I I) I I QC'FOR UP SP.6'0'SPAN 1 APO T/{" // Ifi [1/4' 6'-O'UP TO W-0'WX APPLY--,7 ' NMJ 8 MAK FANNT AT EYVN'FASTENER HGNT OR • a 1 �IOx3/{'HEWASHER H E.D.• / SEET)1(Si NOL[t 3 B 1/2. —,3 FOR WTA �� L_Y_N. .s I r SFN.Wf— VAX. jux3/{• HEX HEAD__/; t 1 �e 12'D.C. I I B 7EK SCREWS O 9"O.C. I �_ __ I E _a i�3/B• I OR 1/{'M20 S.S. M.S. i CONCRETE ANCHORS / ,�,,�'l `-.}/ - 14x3/4'S.D.S. i i i I 1/{'hMd/a'4u5W/NUT O 9.O.C. SC`EDULE ON 1 LJ O 9"0.C. -1/2 - i is �_.�Oc�'-20 mns 17 oR 16 t/y 1• " TRUCTUFM 2.00-MIN �'-W TRW(DECORATIVE EDGE OF/ / PUCABLE SUB tt 4 3/4'F.H.$D$ LIN• E.U. SILL) i \ —. \ e 9'O.C. �• ,-' POURED CONCRETE f - I D —CONCRETE S Hp ANCHOR$ $EE NOTE I O L------F-D. POURED CONCRETE ($EE$CHECUIE OM ON SHEET 1 \ `SEE NOTE /3(n) • - R�°1E0 —4.0.,- OR CONCRETE BLOCK SHEET la) POURED CONCRETE---' ON SHEET 1 _-.....___.___. REQUIRED OR CONCRETE BLOCk ' OPTIONAL POURED 1 RECUIREO KEYSTONE MOUNTING INST T CONCRETE �K, HV WALL FLOOR INSTALLATION HV WAIL WALK—OVER INSTALLeTInN ®MEteAw Aso r,rcw PREssuRE .6..-72 P��IOL REQUIRED MAXIMUM wwU r nPAU B' 9' Q HV RAINGUARD INSTALLATION t nom: r2- OF SECTK)N5: + T HIS INSTALLATION SHALL BE EMOVABLE WHEN PERFORMED�-'AGENT TD AN OPERABLE Ex1TSEE ULBTATIOM$OF IISE FOR $EE SHEE? {FOR TYPICAL SHUTTEROR ENTRANCEBLADE oN$BINSTALLATi0N DETAILS WfC]� HV 8LADE EM&Y MOUNTNC SECTIONS CAN eE COMBINEDANA'WAY TO SUIT ANY INSTALLATION. IIT)1 a T �''-gyp FLORIDA BUILDING CODE(Non High Velocit Hurricane Zone A % V.NrjEN.$, '•,�� 02017 110EC0.INC. C 2017 EASTERN METAL SUPPLY. INC. A�— ° Z A.S.S.A. Accordion Shutter System * IL ECOI��. •.pq' H.V. 9-ADE #1 W/OR W/0 H.V. WINDOW a" ` "�'•, TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EV,N4 DESCRIPTION DATE DRAWN Sy: LC 0 * .•�QAAAA 6355 4 W..RI(h.M.S7• V5.Nk�W(.MGENS.FLORA 3316 Association, Inc. I OLD 15-085 D7p7/11 DATE 07/27/17 Phone'(305)871-1536.Fox: (305)071-1531 4268 Westroods Drive 2 Loo19P°'^ West Palm Beach, FL 33407 3 DRAWING No 17-107 A WALTER A.0067 9 P.E. { FLORIDA LIP./M187 P.E. SEAL/SIGNATURE/DATE 8 SHEET c 7 20 SEE END WALL ON S TS 10 is sta NOTES ON LOCKING RODS®.HO LOCHS®or ALTERNATE �� NLOCK Imo uT DIN EXISTING Cass INSTALLATIONSW/ 1HV DETLHo IS. � BLADE W HV CENTERMATES CENTERMATES APPLICATION "N BLADE© aR®,R p)•O-'® l0 •©- OR SEF END WALL CONNECTION \J ---EXISTING GLASS DETAILS ON SHEETS 10 AL 1� 2'.2•.1/8'.0•-2 ®•®rx�•(0-0 @ J 1/4' T 8 1/2" 7- r-- __.....__......_.�_- ....._ (6o63-T6 ALLOY)ALUM APPOSING SYMMETRYCAL ANLL£W/(2) 1/4Y TMCON t/z- -0•0 ANCHoas TG coNcaETE CEN ER AT S CENTER AT S �� MIN. SEPARATION (r0P/eonaM) /10:3/4-$.M.S.0 T2' WJ HV LOC W/ HV LOCK pr�7 TO GLASS (4)/70.1/2'S.M.S.1D,,,BE 5 ,�-- \' a.c ciJl.l LENONT. IN Z <ON ESscOUI.) AT EACH ANGLE. 1' _ * -© '1 2- -- — — OF -®-© ,O- e0-lo •®- 0 ,.�. ® u Jr OUT HVC 10'®-®•�o"©•©O HVA °®-©'O-®-t0 '©- EXISTING CLASS POURED CONCRETE OR CONCRETE ROCK WNL. J ------- ----- ---- .10_ So _ AMLE � EO___ — ®-©.® - RE _XISTING I@'®R"®' ®� SYMMETRICAL IN ti ,�'©°"� ®°' MIN.SEPARATION GLASS ®-O,0-1®,IV _r—cuss C NT R ATS OVAL { ®' ®°A®' (SIT STO CHEDULE1 i 1 (INTERIOR) ®"'®•®'1®•�$ ON MIN. SEPARATION �'TO GLASS(SEE SCHEDULE I N OPTIONAL ON SHEET 11) (INTERIOR) _- —_OUT — ANCHORS 0 <3Ni ® OUT a 1/2-MAX. SLACK OUT (EXTERIOR) HVE HVF** HVD II'I NIk' FLORIDA BUILDING CODE Non High Velocity Hurricane Zone ®201 7 EASTERN METAL SUPPLY, INC. A � :....••••••••••. ✓� <201T i1LTEC0.TNI:. \CENSE•.. 9; A S S A Accordion Shutter System L ECO N H.V. MADE #1 W/OR W/0 H.V. W NUM et" . * TIWT TESTING k ENGINEERING COMPANY American Shutter Systema EY, DESCRIPTION DATE DRAAN EW: LC. NW.34t..Sl..Sb.JOS,VIRDodA Q.RDOb.FlSWM X316 Association, Inc. I OLD 1,--C85 7/27/1 DAIS. 07/27/17 ink (30sp71-1630.ro.:(30sbn Ie31 4268 West,cads Drive 2 DRAWING No ` S��NALENS'\'1111 "ES`000600 .�Rm west NOIm Beach, FI. 33407 3 '7_107 JI WALTER A TILLR Jr.P.E. 4 II IFLORIDAo.! 44167 6 P.E. SEAL"SIGNATURE/DATE SHEET , NA "T" ALTERNATE- INSTALLATION WZHV LOCK HY MAILIEZEEMALE "I" LQrKS CIENTERMATIES OCK (j) BY BLADE SEE ruC CONNECnCN MAU ON c_HEErs 10 t IIS INSTALLATION n HV BLADE ti r%15T.G GLASS W/ HD CENTERMATES OUT J I� jPF euoE®sva OETAr.Hyr.010"10""S"" 6. AS,WELL AS JNM1ERSAL FU)A1RIG 6UOE(D I)CIAL HOD-NA). Oq©•OwO 1O,®ri M{dGTED ON 7ML 51[TT.AVIV DE USED=MS ALTERNA IN THIS SEE ENC WALL CONNECnON---- I o�®q©•®wQ•©q oErAas oN sNEEts 1a k /e A4A I ©•O•©a©•O•®q (cos3_Te AuvO Aur .nc:c +9•.,ArcaN 671• q: (OPTIDIIAy 4 (tlPteR- 1/)•S.M.S.t0 TUK IIOSY3.a tY – AT lK+f MIQC aTR) dc.F—u)NNNr. –– –– IN (4)R.V. IN ( M.v 3 I r.EVMwo. FM V @LAe S I J ©LOCK (INSIDE) 1 PR6frP.) 76/4• --.._—.- ) a>a1ai . *—-- 5 _ O ® OUT 31 oR 3�2/ 33 31 aR® 31 as 31 oR 3 1/4" 0-20 x 1 1/2" S.S.M.S. L- 35� (OPTIONAL)*SEE ROTE 6 EOR Nv LOt7®• W/ 7/8"0 x 3/32" WINGNUT. (omoN L)HD13-HVB OUT HDC-HVC r Loci,oN sICET 5. s SYMMETRICAL HD CENTENATES SYMMETRICAL HD CENTERMATES ©0 HV "T" LOCK (OUTSIDE) ® W/ SCS LOCK (INTERIOR) tSFMf_c cau 4LUUPIl1N n v A (2024-T3 ALLOT)UFLANGE NGE N (�]��.p�[ ®a©•,(O7wOs®.®a SHM NUYRi.PMT/0620. /–Vq®w©•'!�`©•®"1 AS YANUFXTLREG Br'AVOEI ENE— TcaI ,PARSVpENt,NEW JERSEY ©•O•©q©•O•®a 07054 OR EDUAL. e ®q® ®w0• q®•® (� O SEE NOTES P:LDOM10 RSOS®•HL(D'Mn ON SHE,5 -- I i�IwM1tieiu FaAF.*AIX)t DVK nO)-H.v a f3H,ERNAIES APPICAtpNS MfH BADE Q HDD-HVDet FLOATING STACK R A l FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' 1C E1y ' v9` C2017 7 EASTERR METAL su PPLY. INC 02017 TILTECO,INC )tA o.4Accordion Shutter System ��mg CO 1 N C. A■S.S.A■ H,V, BADE /1 W/OR W/O KV.WINDOW BADE American Shutter Systems 07-Z DESCRIPTION DATE DRAWN By, LC / TilllT TESTING & ENGINEERING COMPANY �;�q Association, Inc. I OLD 15-C85 E/n/2 DEE: 07/27/17 Imo^•r• 6335 N.M.3MN.St.it..]05.vOCNA CAAE NB.rLONAM 3316 ' Pta ;(305)871-1530.Fu.: (303)87,-153 DRAWING No 4268 Westroods Drive z /Q ........ i4 .- 4:�000�9.<am West Palm Beach, FL 33407 3 �� O� NAL E rl, ItWALTER A 71LUT J.PX4 ....... • /AJ/1� FLORIDA U<. 144167 5 SHEET P.E. SEAL/SIGNATURE/DATE 0 9 or 20 --'' "-"— '— POURED CONCRETE _ POURED CONCRETE POURED CONCRETE POURED CONCRETE OR OR CONCRETEOR CONCRETE �OR CONCRETE CONCRETE BLOCK WALL BLOCK WALL REQUIRED _-._.__.._...__ - BLOCK WALL REQUIRED _..-.-- ---- BLOCK WALL REQUIRED I- REQUIRED - EXISTING GLASS /.-EXISTING GLASS T•-2•MIN. EXISTING CLASS CONCRETE ANCHOR-� .-EXISTING GLASS T T- O 16'D.C. y .l_- r- _() MIN FW SEPAON ~I• t• i 2'MIN., f i TO GLASS(SFE MIN.SORARK110N I I MIN,SEPARAPON it Alta.SEPARATION SCHEDULE ON 4fF GLASS QASS(SEE i; TO (SLECO EO TO GLASS(SEE 11 FOR&ADE(DANO SCHMUE ON SHEET '1 l SCIEDLAE ON SHEET DN 9[ET 19 R7R _l i FOR BLADE QAIO I I SCHEDULE ON 5!ELTT 1/16•x3'MAX. S�y ---tON 9LFff 19 F�'OR 1/2• ...-. ON SLEET 19 FOR 11 FOR 9-ADE mAIO (6083-T8)CONT. (LOUTS AT .ON SHEET 19 FOR ALUM. CLOSERA/2 LTIAL7FS D k® r-1 Boom 0 A 8 t E AMSmd 0 PLATE. (LOCATE 11 FJ 510E AT EITHER SIE ` OFFS ) OF�) I 1 4 USE t'OR 2'MAX. I _( 1/2-MIN. 1 (AS APPUKAEILE)z2•z1/8'xO'-2' l -----y'- T-- 010x1/2• S.M.S. l/ ----' OtOz1/2'S.M.S_� _—_—_ - O 18'O.C. _- -_ ALUMINUM CLIP ANGLE ', (8063-T6 ALLOY)AT MIDNEICHT o le•G.C. (2D_/, 4 1) /10x1/2's.M.S-. TO p e \ 4 _ (2)1/4'P TAPCONS ANCHORS TO r SEE DETAIL X FOIL.' r WALL AT 1'O.C. (LOCATE AT / SIDE CONNECTION OR 117' EITHER SIDE OF Q) I OR (� OR � SEL DETAIL X FOR.•JJJ TO TRACKS 4 SIDE CONNECTION ) OR .��©•O7.® 10•®r SSI DETAIL x f a g•{(�.,�8 1 •®a IU (RACKS 7 a 8. 7 o.g"'\J'•®a 1 SIDE CONNECTION ���'©•©"®-l./"'®' ®'®"7 -'©•©' ... ®'©•�©•©"' TO TRACKS �•®�©•®+©•©. 10. tOP®°'©'�'©•©. L_©•Q7 •©aOg •Q7 •®a 6 .O7 .0q©.O7 .®,• END CONNECTION DETAIL(3 END CONNECTIONET DAIL® END CONNECTION DETAIL 1� END CONNECTION DETAIL ZO 14 REQUIRED ONLY FOR SPANS CREAIER THAN 12'-0- POURED ?' 0'POURED CONCRETE OR —EXLSTING C1A55 CONCRETE BLOCK WALL EXISTING 4 4 REQUIRED /toxl/2's.M. LAN sEIVRAnaI TO GLASS(SEE O 16'6:C. ura sFPAPATIQN D --�+ l ©.®OR(3 OR SCHEDULE ON SVU1 TO MASS(SEE _.,_..------ --------- CONCR --- 11 FOR BMF QN.o CONCRETE 1/2• MW. SCIEDLAE ON SHEET "'----'-----j t__ © O ON SHEET 19 FOR ANCHOR O 11 FOR BLADE mME1 4 i ._____ OR 3 OR 1 OR I CONCRETE aAm W&17� 12.O.C. 5 gA�ma FOR ------ - OR ANCHOR EO O 16' 1 2 Mw. �__ D.C. WIN- ,©°R$DDR O OR ---- EO - -- 2'MIN. 2•PAN _... — • BLADE®ONNSHEETUS9 TOR ©OR®OR(j)OR 1 OR� VIEW Y PLAN DETAIL X O OR tj�+' -------- END END INSTALLATION L POURED CONCRETE OR - sO"©'OO'©'"'�'®' 1�•®°'©•�'©'©• CONCRETE BLOCK WALL �.®-0.6- 0- g 7 6 7 / REaDIRED 8' .-O.O•©�O.O•®' \,i)HV BLADE OR 16 HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 0 .0.19 FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 02017 nITLCO,,NC. W 2017 EASTERN METAL SUPPLY, INC TM 7iL ECO .N E. A.S.S.A. Accordion Shutter System H.V. MAX#1 W/OR W/0 H.V. W1FDOuv BODE ✓S)f'� * American Shutter Systems EV.N DESCNIPRON DATE DRANK BY: L.C. Q �'�ELJi/ TILLIT TESTING h ENGINEERING COMPANY Association. Inc. 1 O�_D 15-085 /27/1 DATE: 07/27/17 O ' F ;'lV�ttt esss . w1, sL.s 4 jos.aauNu c.AO Ns.nOAa»ie if`•••. ( t 4268 WestrcOds Drive 2 Pnanc (Ics)871-u3;• ro. (3os)e71-1v1 DRAWING No (� '• \ 11t .-maa L;R.�ooao.com West Palm Bench, FL 33407 5 '•••••••• �a11 EB-0008719 � 17-107 WALTER A nLUT-P.E. ONA`rE as FLURDA L .A•4167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 10 OF 20 SCHEDULE /1 SCHEDULE 112 SCHEDULE /3 MAXIMUM SHUTTER SPAN "L+" OR "L-" MAXIMUM SHUTTER SPAN'S 'L+" (ft.). FOR INSTALLATIONS W/ AXIMUt" SHUTTER SPAN*"L+" OR "L (ft.) FOR R '•L-" (ft.) INSTALLATION INSTALLATION LGFNO GENTERuaTES. ® & or Or INSTALLATIONS W/ ?MG� ® CONCRETE & W/ ONE H.V. LOCK ® Or 0 or Or W tiIEB WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN HD LOCK ®W/ NO LOCKING RODS or ONE HV LOCK or or & W ONE HV LOCKS MANSORY POSITIVE A5.0. DEIGN PRESSURE RATING. CENTERMA� 28® 29 W/ ONE w/ NO LOCKING RODS OR W NO LOCKING L-:MAX. ALLOWABLE SPAN FOR A GIVEN NEGATFVL / WALL A. B, C. 0. E. M. N. O. P. O, fe-F- LOCK 30 W/TWO LOONG (SEE NOTES t.1t) ODS MOUNTING F. K do L R. S & y A.S.D. DESIGN PRESSURE RATING. EE RODS 35 TOP BOTTOM (VAUO FOR MOUNTING i SHEET 7) FLOORCE)uNG (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR C & INSTALLATIONS MOUNTING CONCRETE k WOOD / G. H. 1. 11, U T. U, W & X WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: w.DO wr.Drs ,r,,, CONCRETE & M As.D.OLSMi+ .sn nrswN .3-0.or INSTALLATIONS GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, WALL MOUNTING FLOOR/CEIUNG Fat SSURE WAIL MOUNTING PK MRE p' MOUNTING pn"'10) k MTNC FLOOR/CEIUNG MOUNTING DETERMINE MAXIMUM SPAN 1+'FROM SCHEDULE. l+ q T ) FLOOR/"MOUTINC (p..1) OR GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, NWNiINc DETERMINE MAXIMUM SPAN 'L-" FROM SCHEDULE. L-(N L 1 (N L-( d MAXIMUM SHUTTER SPAN 1+"OR 'L-"FOR 30 OR LE 16'-0' 16'-0' 18-0 16'-0" 30 t6'-O" 16'-0' 30 16'-0' tfi;-0" INSTALLATIONS INTO WOOD SHALL BE UNITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 35 14'-10" 14'-10' 15'-2' 18'-0' 35 14'--l0' I4'-10' 35 15'-2' 105 PEI.&S.D. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN L+-AND 't- 40 13'-t0" IN-10" 14'-2' 15'-2" 40 iS'-10' 13'-10• 40 14'-2' 13'-Y (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 03 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5' 12'-5' 12'-8" 13'-7' 50 12'-5" 17-5• 50 12'-3" 13'-1' MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/ FLOOR/CEILING MOUNTINGS: 55 11'-10' 11, 10' 12'-1' IV—11 55 11-10' tl'-70' _ im 11'-il' SHALL BE AS INDICATED ON MANDATORY CONDITION /2 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 60 11'-4' 11'-4 it-T 12'-4' BQ_ 17'-1' 11'-4- f0'-11 NOTE A5,SHEET 5. RATING 65 10•-10" 10'-10" 11'-1" 11'-11• 65 10'-10" 10'-1p' 10'-1' DETERMINE: 70 10'-8' 10'-B' 10'-9" i t'-$" 70 10'-6' 10'-8' g-4' Lt+m MAX- SPAN FOR WALL MOUNTING INSTAt1ATIONS. l2+= MAX. SPAN FOR FLOOR/CEIUNG MOUNTING 75 /0' t0'-4" 11'-1' 75 10'-i' 10'-1" 8'-9- ft'EXCEPT THAT MAXIMUM SHUTTER INSTALLATIONS. 80 p'-t0" 9•-1o" 10'-0" 10-9" 60 9•-10" 9'-10' S'AN 'L+"OR 'L-"AND MAXIMUM AS.D. DESING 85 9'-8' 9'-6- 9'-9' 10'-5" 85 W-6' 9'-6'_ PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE. 90 9•-3' 8'-3' 9'-5' 10'-1' 90 9'-3' 9'-3• OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS: RATING: 1- CONNECTIONS TO KEYSTONE MOUNTING DETERMINE: 95 9'-0• 8'-9" 9'-2' W-f0" 95 9'-0" 8'-9" LI MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 100 8'-9- 7-4' 9'-0" 9'-7- LIMITED TO +64,-72 p.a.f. AND 8'-0" SPAN. SEE 100 8'-9' W-4" MOUNTING MOON SHEET 7. L2-- SPAN FOR BOOR/CEILING MOUNTING _ _105 W-7' 7'-11' 8'-9' 9'-4' 105 6'-7' 7'-It' INSTALLATIONS. 110 8'-4 7•-7' 8'-7' W-2- 110 8'-4' Y-Y FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 B7-2- 7-3" W-4" 8'-11' 115 W-2' 7-3" MINIMUM BETWEEN 'L,+ "L2+'. 'Lt=AND "L2-' r�_T14_5 W-0" 6'-11" 8'-2" 8'-9' 120 W-0, = SEPARATION TO GLASS SCHEDULE T-10' 8'-8' W-0' 6'-5' 125 Ir-10' 6'-8• (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUId 7'-8' 6'-5" 7'-10' 8'-1' ALLOWABLE SPAN AND NEGATIVE A.S.O. DESIGN 7'-7' W-2• 7' 9' 7'-9' 135 7'-7' g:2" WINO ZONE MINIMUM SPACINPRESSUG. RATING TO DETERMINE MAXIMUM ANCHOR 7'-5' s-11• 7'-7• T-6' 140 7•-5' s•-11• ASTM E-1996 SEPARATION 7'-3- W-9' Y-5• Y-T 145 T-T s•-9" TO GLASS 7'-2" 5'-7' 7'-4' 7'-0' 150 7'-2' 5'-Y 155_ 7.-0" 5'-5• Y-2• 6'-9' 155 Y-o• s'-s• 1 THRU 3 160 _ 6•-11' 5'-2• 7-1' 6'-7' 160 W-111 5'-2- 165 W-10" W-1' 1.-0" 6'-4" 165 W-10' S-1" .. 170 6'-9' 4'-1V 8'-11' 6'-2' 170 W-9" 4'-17' _.....175 6'-7- 4'-9- 6'-9-._. _6-0' 1758•-7' 4'-9•- 180 6'-6" 4'-B' 6'-6' 5'-10' 160 -6• .'-6" 1 H V BLADE 185 8'-5• 4'-6' 6'-Y W $'-8' 185 �6'-5' 4'-6' 190 6'-4' 4'--5" 6'-6' S'-8' 190 6'-4' --- 195 5'-3' 4'-3" 6.-S. 5.- 195 6'-3' 4'-3" 200 W-2' 5'-3' 200 6'-2' 4'-2" 205 g'-i" 4'-1" 8'-3 -1 5'-1' 205 s 671 V 1 FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone ' / 02017 TILIECO, 1, 02017 EASTERN METAL SUPPLY. INC.,P ............. JENS,`• ''9 LBERTHA 11LIECOINC. A S S�A Accordion Shutter System * H.V. MADE#1 W/OR W/O KV. WNDC1111 MADE "�? A TIL IT TESTING k ENGINEERING COMPANY American Shutter Systems L„•IN DESCRIPTION DATE DRAWN 9Y 1/MGv. L0. �44,A 6335 N.W.M.St,sea.305.VMpNP GWEN%rLaaeA 33, Association, Inc. 1 OLD 15-OBS 7/27/1 DATE. 07/27/17 Phone (303)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No SS�ONALENR' '111 wahq A01u �..cPE. West Palm Beach, FL 33407 3 17-107 P.E. 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MI Neil 0111BaaacQQl�oQeeacce©® a©©000e08800e0�occ� ongol lop HICINEIRIGIII: IMMISIS.MUCCIGNICI0L mundane con :E. y . . • MAXIMUM ANCHOR* SPACING (Ln.) SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES 0,$D QUM NEGA11YE PRESSIRE RATING AND A CORRESPONIANC MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK WIS(AUAIXNIS (Sa MOUNTINGS E G,A H ON SHEETS 6 A 7) 1. ANCHORS TO SUBSTRATE SNAIL BE AS FOLLOWS: Pp/IED CoNopETE/OOo"ETE KOM POUTED fAF101E1E (A) TO EXISTING POURED CONCRETE: (Mm. ('c - 3 kai) O WALL SILL MOUNTING ©CEILING MOUNTING `FLOOR MOUNTING - 1/4.0 TAPCON OR TAPCON WIN ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUIL.DEX. (min. ('c-3 we) SAN ANCHORS SP n JLQM - 1/4-0 x 3/4•ALL POINTS SOUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT a:SPECIALTY COMPANY. (Min f'c 3 ini) IFWM MiMO xR3S1AE MING ._ S.D. TMP MIIIIG__) TAPCOAI - 1/1"0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min. rc -2 Kai) 3) 40 60 75 90 1T0 160 205 30 40 60 75 90 120 160 205 30 40 e0 75 90 1201160 105 - 1/4-0 TAPPER+ ANCHORS AS MANUrACTURED BY POWERS FASTENERS, INC.,AND DISTRIBUTED BY ALL POINTS SCREW, BOLT$SPECIALTY TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATIOO,INC. ♦ 1 6 3 14 1 9 D 0 6 14 12 10 9 a 0 THREADFORM TECHNOLOGY (Min.Fc - 3 kA) 3•-0' 14 12 10 9 0 6 6 6 // 12 TO 0 8 1 • 6 1{ 12 IO 9 0 0 9 6 ALL POINTS SOLID-SET OR f♦ 12 10 9 0 6 6 0 14 12 10 9 0 a 6 a 14 12 10 9 0 a 6 S BLUE TAP W/�, NOTES: 14 t2 10 9 6 6 0 7 14 12 IO 9 0 0 6 6 14 12 10 9 0 6 6 6 - - A.1)MINIMUM EM13FDMF.NT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 t2 10 9 6 ) 5.5 a5 /♦ 12 t0 9 0 0 6 6 1/ t2 10 0 0 6 6 S TAPPFR+ ANCHORS IS 1 3//•,AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2•. 4. O. 14 12 /0 0 0 0 8 6 l4 I2 ,0 11 e e e e 14 12 10 0 9 0 0 5.5 If 12 10 0 6 6 '! �4 14 t2 t0 0 0 e e ♦A T♦ 12 10 f 6 6 { SA A.2) MINIMUM EMBEDMENT OF t/4.0 x 3/4•All PANTS$OLID-SET ANCHORS SMALL BE 7/6•INTO THE POURED CONCRETE NO EMBEDMENT 1♦ T2 10 9 e e 6 4A 14 12 10 9 6 0 6 SA 1♦ 12 10 9 0 • 0 43 INTO STUCCO SHALL BE PERMITTED. 1/4 -20 S.S. MACHINE SCREW USED SHALL BE 1 1/2-LONG uINIMUM SHOULD STUCCO 11 12 10 9 7A SA 3.5 - 14 12 10 9 a a 6 5 14 12' 10 0 0 7 SS 4 ♦SEE Lagagm O us[Foo EXIST,AND I•MINIMUM FOR WALLS WITH NO STUCCO. I4 12 10 9 8 0 6 6 14 12 10 9 a 0 6 0.5 14 12 TO 0 4 0 6 4.3 m^0E strtn 19 5._,. 1♦ 12 70 9 0 7 4 - f4 /2 70 0 6 eA 5 3.5 14 12 10 6 aA S 3.5 3 A. IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 -1 t0 9 6 77 4 - 14 12 10 9 0 0 6 I.S t4 tT TO 9 0 6 1.5 .TS ANCHORS SHALL BE LONG ENOUGH 10 REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES,ANCHORAGE SHALL BE AS INDICATED ON 14 1 90 .S 6.5 4.S - - 14 12 10 9 6 7A 5.6 4 14 12 10 9 0 6 1.5 .7 NOTES At)k A2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 11 t2 ,0 0 ! 0 f - 11 12 10 f 9 0 6 5 tf 14 10 IL 6 6.5 S '&5. INSTALLATION INTO EIFS WITH METAL STUDS SEF SHEET 20. Fi-0- 14 12 10 9 7A 5.5 3 - 14 12 10 0.6 7 S.5 1 ] 14 12 0 0.S 0.S 4 3 _ 11 12 10 9 6 6 - - 14 12 10 9 6 6.S S 14 12 10 0.S 6 S ♦ - (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 14 11 6 6A SA J - /♦ IZ 10 9 0 S. /.5 t♦ 1T 10 0 7 6 3A 3 - 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W. BUILDEX. 11 I2 10 . 6 0 - - 1♦ 12 10 0 9 . S 4 1♦ 12 10 9 7.5 0.S ♦ 3 - 1/4'0 x 3/4-ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT k SPECIALTY COMPANY. 7._O_ 14 12 ,0 0 0.S ♦ - - 14 12 9 7.3 6 IA aS - 11 12 7 !.5 4.5 3A - - - 1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. 14 12 10 IS 7 4 - 14 12 10 9 6 5.5 4 - I4 12 7 7 7A 4A - - - 1/4.0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC.,AND DISTRIBUTED BY ALL POINTS SCREW. BOLT k SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION. INC. 14 11 1 a5 43 - - N 12 10 9 71 S3 ♦ - 14 12 9 7 6 43 3 S._-O. 14 12 IO 9 0 6.5 - - 14 t2 10 9 6 6 { - 14 12 10 a a3 S 3.5 - NOTES: 14 12 0.5 7 5-1 3 - - 14 12 0 6A 53 4 3 - "9.5 6 S 4 3 - - B.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON. BLUE TAP W/CAP ANCHORS AND TAPPER+ ANCHORS IS 1 1/4•AND IAPCON IT 12 2.317.510 14 12 9.3 Ill 0.S S - - 14 12 a 6 6A 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. 13 93 6A S 3A - - - 1♦ 12 10 6 6-1If 12 6 •S S 4 - B.-0. 7♦ 12 10 9 6 - - - 14 12 10 I.9 7A 45 - - 11- 12 6.5 7 3.5 4 - - B.2) NNMUM EMBEDMENT OF 1/4.0 .3/4'All POINTS SOUR-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 1.5 7A 6 4 - 14 11 7 aS S 3A - - I/ 0 SA /.! 3.5 - - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4.0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2-LONG MINIMUM SHOULD STUCCO 14 12 6 6A IA - - 14 12 6A 7 0.S 4 - - 14 OA 7 53 0 4-5 - - EXIST.AND 1•MINIMUM FOR WALLS WITH NO STUCCO. to 05 S! 4 - - - - 14 1 9 7 0 4.S - - t4 11 7 3A 4A 3A If /2 10 0 7A - - - 71 12 IO 0 l3 S - - t/ t2 e 6 S ♦ - - B.J)IN CASE THAT PRECAST SfOnE.PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE Ex15T1NC WALL OR FLOOR, 10'-0- 14 1 7 S aS - - - 13 03 0.S S ♦ ] - - 10 7A S ♦ 3 - - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON _ 1♦ tt 7A SA - - - - 14 113 9 5 S 1 - - 2A SIA 5 S 4 ♦ - - NOTES 8.1)B 8.2)ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER 65 0 5 - 14 12 0 65 53 1 - - 13 10 63 5 4 ] - - FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 11•-0. 74 12 10 - - - - - 11 12 9 7 6 ♦.3 - - if QS 7 as iS a5 - 2A 9.S S 12 9 87"4A 4 . - - f . 43 3.5 3 - - - (C) ANGORS SINAL BE INSTALLED FOLLOW,NG ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 11 10 7 - - - - - 14 03 7 35 4A - - - 1.5&5 5A 43 75 - - - (D) SEE SCHEDULE BELOW FOR EDGE DISIANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 93 7 4.5 - - - - - 11 1.5 7A 6 S - - - 12 9 0 4.5 4 - - µ 12 10 - - - lil 14 12 6 63 S.5 - - - 13 10 63 6 4 - - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: 12-0• 1A OA 4.5 - - - 11 a AS 4 as - - - e 4 4 3 - - - - MAXMUM ANCHOR SPAUNGS ARE VALTO FOR EDGE DSTANCES INDICATED BELOW.FOR E.D.LESS THAN THE INDICATED,REDUCE ANCHOR SPACING aS OA 6 - - 13 93 6.3 S ♦ - - - 0.5 6 5 ♦ - - - - 81 MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWIAIG FACTORS, 0 6A - 14 0.6 7 !A 4.6 - - - 11 DA 53 4.5 3.5 - - - REDUCED SPACING OSTAINEO USING FACTOR SHALL NOT BE LESS-HAN MR9MUM SPAC94G C401CATED FOR EACHANCHOR TYPE. 14 1214 IA 73 5 5 - - - 12 9 6 4.5 ♦ - - FACTOR OA6 _ _ _ _ 10 7.5 5 1 3 - - - 7S K 4 3 _ _ - _ ACTUAL2A0.S - - - - 12 9 6 4.5 4 - - - i.S 7li 4 - - - - EDGE TAPCDN THREADFORM TECH NOLOGY ALl POINT SOLID SET gLt1E TAP 9'/CAP M4NSPAACI+NG 13 SIA e.5_ s - - - - o.s 7.5 5 4 - - - - V BLADE 0 R DICTANCE ls t2 - - - - 11 03 7 AS - - - - tt 0.S SS IS - _ _ _ E.D. 4N.SPACING- 3• MIN.SPACING-3• MIN. SPACING- 3 1/2' MAN. SPACING-3' 3 3/4' 4' ♦-o _ _ _ _ _ BLAD URED CONCRETE6 RAFED aDNDETE COK01E1E goDl PO 1RE0 CONCRETE 3 POURED CONCRETE k FOT96D CONOEIE o0H92EE 610019 7 {.513 - - - 7 5 35 CONCRETE BLOCK CONCRFfF BLOCK CONCRETE BLOCK MN ED•3 1/2•TOIL E0..21/Y w EA.•3 1/Y 60..21/Y 11 0 65 4A - - - - 9 6.S 4A - - - - - HV •Y ED.•31 IML Q- I 9 - - - - - 9.5 7 43 - - - - tA 0.90 TA 0.76 1.0 0.84 1.- os e s _ - - - - BLADE WORKING Y - - -- 15'-0' 1♦ - - - - - 3A 10 6A - - - - 2 1/2' - 0.91 1A - - 0.67 lA0.S 6.b4 - - - - Os s 3 - - - = IN UNISON ♦63 65 - - - - - aA a 41.50. 9 6. 4 - - 1 3/4' - OA1 - - - 0.43 14 - - - - - 2A SIA 6 - - - - - 10 7A S - - - - - ... - - - _-0' 6 _ ._ 1 1 2' Oss_.. 0.33• 64 - - - - -YA - 93 7 5 - - - - 0 9 , - - - - FLORIDA BUILDING CODE( on i h Velocity urricone one m 2017 EASTERN METAL SUPPLY. INC. j/ 920,7 TATEco.�.N - a y>,P l(i" HTRTHA EM Accordion Shutter System * O rTL E C ,I N c A.S.S.A■ H y, RADE g, W/OR W/0 H.V. WINDCMf BLADE y 1 American Shutter Systems EY, , DATE DRAM �C- v 1, T1LLT TESTING k ENGINEERING COMPANY TATE :'* USS NW.]AHA sl.5N. sGs.MRGxYA GMOOS.RUNiCA 331 Association, Inc. OLD 15-085 7/27/1 We o7/z7/t7 �•' O (US)e71-1531 4168 19estroads Drive _-z PAene (so5>e71-1530 F,. - DRAWING NO .naA.taleco0oa.cm� (Vest Palm Beach, FL 33407 s :c^Es+'•.ORIDA: �, ,a EB-0006719 17-107 •••••• \� t WA_TrA A 11LL".-P.E. 1 ♦-�0� � 1/ FLORIDA Uc.0 44167 P. 5 .SHEET E. 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G-0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. COX 2 w/MIN.6-0.55. FIR NORTH FIR SOUTH DOUGLAS nR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD r DOUGLAS FI W/ W/ MIN. ; 0.43 W MIN. G=0.36 WALL MOUNTINGS CEBJNG MOUNT T WALL. MOUNTINGS CEILING MOUNT T WKL MOUNTINGS CEILING MOUNT T M, N, 0 & R FLOOR MOUNTINGS M, N. 0 & R FLOOR MOUNTINGS M. N. 0 & R FLOOR MOUNTINGS WALL MOUNTINGS B.O. WALL MOUNTMCS B.O. WALL MOUNIMDS B.O. WALL MOUNTINGS W & X W & X W & X P & 0 S &V 5 &V S t V m®.... RIts14 mlmrEmROBY4 4OE1101[IIir19 tfplBiAE11®fmi4 IBMIm1�wi64 mamHMOOKw mIEMBE�mM woumFMomM wllll IOEm114 mONKnow m6) _ - - - >D 40 rF0 75 90 0.5 Jo 40 60 73 90 05 30 40 60 75 90 OS JO 40 60 75 90 OS 30 40 60 75 90 OS 30 40 60 75 90 05 SO 40 50 75 90 OS 30 40 80 75 90 OS SO b 80 75 90 OS JO 40 60 75 90 OS •-0"OR 12 10 10 9 B 6 6 6 6 8 6 6 12 10 10 9 8 8 6 6 6 6 6 6 12 10 70 9 8 8 6 B 6 6 6 6 6 5 4 4 4 3 12 t2 12 12 t 12 12 12 12 12 12 12 12 12 12 12 12 t2 4'-0" 12 10 10 9 8 6 6 6 6 6 8 6 12 10 10 9 6 B 6 6 8 6 6 8 12 10 10 9 6 8 8 8 8 6 6 6 6 5 4 4 4 3 t2 /2 12 t2 t2 S122 12 t2 72 12 12 12 12 12 12 12 12 S•-p• 12 10 10 9 e B 6 6 6 6 6 .5 72 10 70 9 _8 B 8 6 6 6 6 5 12 10 f0 9 B 7 6 6 8 6 6 5 6 S 4 4 ♦ 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 0. -" .5 12 10 70 9 6 S.S 8 6 8 6 S 4.5 6 5 4 4 3.3 - 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 B.5 12 10 10 9 6 6.5 6 6 6 8 S.S .S /2 10 t0 9 6 S 8 6 6 .5 S ,_ 7'-0' 12 10 10 9 6.5 4 6 6 6 .5 4.5 4 /2 10 10 9 5 3 8 6 6 5 4 .S 12 10 f0 7 .S - B 6 8 5 4 3.5 6 5 ♦ 4 - - 12 12 72 12 /2 12 12 12 12 0. 12 12 12 0.58.5 7.5 B•-072 t0 10 7.S 4.S 3 6 6 6 5 4 3.5 12 t010 6 .5 - 8 6 S .5 .5 3 72 t0 /0 4 - - 6 B 5 .S .5 S 6 5 4 - - - IT 12 t2 t2 72 12 12 12 11 9.5 12 1T 1.3 9 7.5 .S 12 10 10 5 JS - 6 6 5.3 .S .5 3 12 10 9 4 - - 8 6 4.S♦ S ! 12 70 4 J - - 6 6 4,5♦ 3 3 6 5 3.3- - - 1T 12 12 12 12 12 t2 1. 9.5 8.5 12 12 10 8 6.5 S.S 10'-0� 12 10 7.3 4 6 6 S 4 3 - 12 10 6 3 - - 6 6 4 .S 3 - 12 10 7 - - - 6 8 4 .S 3 - B 5 - - - - 12 12 12 12 1. 72 12 0. 8.5 7.5012 /0 5.3 - - 6 B 4.S- - - 12 tD 4. - - - 6 S.S 3.5- - - 12 10 - - - - 6 S 4 - - - 6 5 - - - - 12 1T 12 12 10 f2 12 9.5 8 7 12 12 8 .9 S.S 4.2 10 s.5 - - 6 6 4 - - - 72 10 3.5- - - 6 5 JA- - _ 12 10 - - - - 6 5 3y5- - - 8 5 - - - - 12 12 12 I. 9.5 t2 II B.S 7 6 12 1.57.3 6 S672 10 - - - - 6 S - - - - f2 7.5 - - - - 8 4.36 .S - - - - 12 12 12 0. 8.52 12 10 B .S S.S 12 0. 7 .S t.3 4 14'-0' 12 10 - - - - 6 5.5 - - - - 12 7 - - - - .5 4.5 - - - 12 7 - - - - .S 4.S - - - 8 S - - - - 12 12 12 9.S 8 2 t2 9.5 7.5 8 4.S 12 9.S .S 5 4 3 t2 - - - 12 12 71 9 7.52 12 B.5 7 6 4 12 9 612 - - 8 - - 12 - - - - 5 - - - - - 1 - - - - - S - - - - - 6 - - - - - 12 12 0. B.S .S2 12 8 .5 S 3 1. .S S.S 4.S 3.5 - 1 HV BLADE ORHV BLADE W� 11 A HV WINDOW BLADE WORKING IN UNISON* .SEE U1gJA,XNS CX USE'OR !AADS(1N ON SHEri 14 t NOTES ON ANCHORS REQUIREMENTS WOOD SUBSTRATES. 1,ANCHORS TO WAIL.FLOOR OR SOLID WOOD SOFFR SHALL BE AS FOLLOWS: 3 SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PNE N0.2 W/G-0.55(NAS) - 1/4"4 TAPCON ANCHORS.AS uANUFA:tUFICD BY I.T.W.SULD" W/MINIMUM EMeroUFNT AS INDICATED AT -DOUGLAS FIR W/0-0.50(NAS) EACH SECTgN ON SHEENS 16& 17. -SPRUCE PINE FR NORTH W/0-0.43(N.D.S-) EXCEPTION.SEE NOTE 2 BEIOW -SPRUCE PNF FIR SOUTH W/6.0.36(N.O.S) --MIN. 1/7•COX P�YW000(1996 APA) 2.ANCHORS TO HOLLOW COUNG SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND S1MLL CONSIST OF LAG SCREWS AS PER NDS 2015 SPECIFICATIONS. 4 ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENO/.PDNS AND SPECWXA-IONS OF THE ANCHOR'S MANUFACTURER. rrrrrrrrAA..,� FLORIDABUILDING CODE Non High Velocity Hurricane Zone ; 1 1 02017 EASTERN METAL SUPPLY, INC. 1P cx17 T1-iP:: Nc. 1`T ••••`1�iEHS �� - --�--_ BERTHA TM 1 I L 1 E C O A■S■S■A■ Accordion Shutter System RV. BADE gt W/OR W/0 H.V.WNIM SAX * American Shutter Systems Ev.Nv XSCRIPmtl DATE DRAWN BY L.C. TICCIT TESTING t ENGINEERING COMPANY f Association, Inc. o.0 +s-chs 7/27/1 wre 07/27/17 A335 N W.]6tA.A..Sb.306,AK-GARDENS.FI OPFu 331 4258 We5troad5 Dr.�c 2 Ph- (.305)871 1530.rD. (305)671 1531 DRAWING No -mss •.. ",,.•'•a�.ILII A-mal:clt�w„a.00m West PCIm Beach, FL 33407 3 17-107.'�'07 •_ s/OA� EB-0006719 A Fr" I WWALTERTER A OUJT.Ir.P.E. PI 'j1 FLORIDA Lic If 44167 5 .._ SHEET P.E. SEAC/ 4A(URF/DAiE 6 150 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (E HV & �IA HV* BLADES AS APPLICABLE SHUTTER AN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BaDE LYS ALL �WALL 111115H B I DESIGN PRESSURE RATING, E T 19MAX & __1/4.0 TAPCON OR A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE J, & 1, WORKING IN UNISON A TAPCON WITH ADVANCED ECHNOLOGY 1/4"0 TAPCON UR THREADFORM T W/ 1 1/2"Min. PENETRATION �. TAPCON WITH ADVANCED THREADFORM TECHNOLOGY -2-- --�-- '--"- -- - ' OF THREADED AREA TO I r W/ 1 1/1•Min.PENETRATION OF THREADED AREA TO EXISTING F MIN.SEPx EXISTING WOOD HEADER. I WOOD HEADER.(SEE SCHEDULE ON SHEET 15) I TO OSS(SEE DOR OR 6 (SEE SCHEDULE ON SHEET 15) ' • 1/4'9-20.3/4'S-S.MACHINE SCFEDUU:ON SHEET SCREWS W/1/4'-20 NUTS 71 FOR 81.0E(DM'a q ON SHEET 19 FOR 3 ai�s 1•Min. O IZ'O.C. EXISTINGF BLADES a)&Q) Y GLASS--4 _ I WALL RE OR imrwtFNS I I I I� i as waLLLL 1�.00NAL u_ _ L II °� I EXISTING MIN. INISH M L EXSTING WIN r HEADER REOWRWOOD EO -2'x1'WOOD 17+•0 TAPCON OR TAPCON WITH ADVANCED I y HEADER REWIRED -THREADFORM TECHNOLOGY W/1 1/2' EXISTING ( MN SEPARATION I I 7 I I ) Min.PENETRATION OF THREADED AREA TO �5-"1 TO GASS(SEE 1� EXIST-WOOD HEADER. �._ EXISTING i�(S�N SCHEDULES ON SEPARATION TSHEEETTSI I) SCIE04AL ON SHEET.._ (SEE SCHEDULE ON SHEET 15) 11 FOR BLADE O)AN) GLASS--y _...-.__....—_ .._ 214'CONT. SILL i a 9EET 19 FOR & PUTS REO'D. BALES Qi' 1. _ _.__._._.- i--- O ON HV WALL HEADER INSTALLATIONO HV WALL $ILL I M!HV WALL HEADER INSTALLATION -T- T (. +-- � r. SEPARATION TO 'GLASS I t MIN.SEPARATION TO SHEET 1 EXISTINGS_-,"---- EXISTING -(SEE SCHEDULE ON SHEET 11) ) EXSTING (SEE SCHEDULE ON SHEET 1 t) MIN.SEPARATION TO GLASS I x- GLASS-M : CIA55--j 2'x4 CWLT.-((SEE SCHEDULE ON SHEET 11) F _ WOOD PLAITS(( 1/4'0-2HINE 0x3/4'S.S. \ 1/ E SCREWS W/ I I' \ I USING 1/c4'-20 NUTS { ,I O 12 0 C 1/<-2o Nun O 12' r ) I _x� ,, FlNSH I i I O.C. I I �1 1_—f� - �, .-. -`: 111 1 i 1 / oR® 1 OR 1 OR 1 L'JOR 1 '• 2'x4•CONT. '� - 0% 1Ui WOOD PLATEin. REO'D. 1/4'0 TAPCON OR TAPCON WITH ADVANCED `E `� \-{I�pt® ' 7HREADFORM TECHNOLOGY W/ 1 1/2- 1 �l7�llll V 1 ! -SIU'CONTLATE. Min.EXISPC WOODON OF THREADED AREA TO --1/4'9 TAPCON OR TAPCON WITH ADVANCED __ _ 1/4.9 IAPCON OR C14IE: -SILL0.. x' (SEE NG WOE HF SHEEP t5) 'jam THIZZORM TECHNOLOGY W/ 1/2' _ __T..__...___ RED x < Min.PENETRATION OF THREADED AREA INTO PLYWOOD \ 1 \ TAPCON WITH ADVANCED 1-SEE SHEET 4 FOR iYPICnL • \• THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. _ WALL FINISH w: (SEE SCHEDULE ON SHEET 15) EXISTING MIN.2'N' \ W/ 1/2"u;n. PENETRATION OF 2-MOUNTING SECTIONS CAN BE STUDS- � - '- PLYWCOD REO'D. `�-1/2'MIN.COX PLYWOOD REO'D. R q'D.PLYWOOD TO BEMAX.— WALL FINISH TMRE SCHEDULE ULE.INTO PLYWOOD �TBIANY WSIALUT".NED IN ANY WAY ro *HV WALL SILL INSTALLATION ATTACHED TO STUDS IN (SEE SCN�DULE ON SHEEP 15) -EXISTING MIN. 2'x4'STUDSATTACHED O 18'O.C.MAX.REO'0. ACCORDANCE WITH WITHPLYWOOD TO BE ATTACHED TO STUDS 1N ACCORDANCE SECTION 2308 OF THE SEE UM'ATXINS Or USE OF WITH SECTION z3os of THE re.c. F.B.C. Q HV WALL SILL INSTALLATION BL-DE'R'ON SHEET 19, JHV WALL SILL INSTALLATION GG,,,,,,, FLORIDA BUILDING CODE Mon High VelocityHurricane Zone TF14 J•-�� 02017 TILTELO,INC. 02017 EASTERN METAL SUPPLY,INC. �P ........,..4�r - RRTHA�,M "SF ✓ '` FVLMM_o�,m A.S■S.A■ Accordion Shutter System ,4, KV. aanE#t w/OR w/o fl.v.w�rooW RACE TILLIT TESTING # ENGINEERING COMPANY American Shutter Systeme REV.N DEs01EP110N 9Att DRAr,3F Br: L.C. }; A * RISS N.M.Sm.W.,Sb.306.MA9 G-MEN4,FLOwA 331 ASSOCIOtIOn, Inc, 1 U-_D 15-085 7/27/1 Wtt: 07 27 17 q��,. : PN,n, (305 71-1530 F..:(305)sn-11531 4268 Westrocds Dr.ve 2 DRAWING No [P. S;( 7 •-'"�I00�17 o c«n West Palm Beach, FL 33407 3 OON � 1xWALIER A TILUT J1.P.E. 4 _ O� E16OF 20 f �/DATE FLORIDA uG 4ae7 e _ SHEET INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 1 HV & _S HV♦ BLADES (AS APPLICABLE MAX, SHUTTER SPAN L+ OR L— FOR INSTALLATIONS ATIONS INTO WOOD WITH HV BLADE (11ONLY WALL FINISH f• A.S.D. SU ATIN SEE SHEET 19 FOR MA / SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 & A WORKING IN UNISON r TAPCON WITH ADVANCED 4'x8'(Min.)EXISTING -'(-------- -EQ-- EO --Z'MIN.--- ' THREADrORM TECHNOLOGY WOOD SCAM REQUIRED. • - �` I - _ -=_ EDGE(IF APPLICABLE i3. I Wf 1 f/2'Min. PENETRATION OF EXISTING ADEQUACY ) 1/ILLIPS x3/4'S.S. �'-�— OF THREADED AREA TO OF EX151,NG WOpO BEAM • EMS NG WCOD HEADER, r.1' PHILLIPS TRUSS BEAD TO BE CERTIFIED 9Y n 1tin. MACHINE SCREWS �. - ._. ... J (SEE SCHEDULE ON SFE'ET 13) 1 REGISTERED ENGINEER OR - _ ----•--- E%ISTING 1VODO s W/ 1/4'-20 NUTS ARCHITECT PRIOR TO 'EQ--'tom-EQ` '�:.. __.. --'•' ___ TRUSSES OR O ,2•O.C. SHUTTER INSTALLATION. 1/2• - ' 19 1/2 OC REOWRED �1 114 0 TAPCON OR ..- _ ___ - TAP CON WI'N ADVANCED -'�' EXISTING SOFFIT \-OPTIONAL Max. OF THREADED AREA TOO PENETRATION f S.M.3./ .....� ••• rv� 257• THREADFORM TECHNOLOGY i J I I OF THREADED AREA 10 EO EO- (14x3 4" 0 EO-� 3/4'Mox.TFIX. nr� 1 .-_- 1•x{'rt/8"CONT.ALUM. TUBE _ 1 (SEE SCHEDULE ON SMfLT ,5) O a'O.C. I (1T063-Ta ALLOT)W/ -�Or Q Or O 1 1 Or®Or © EACH/iRAFTER OF S 70 _- I �•••- � LOCATE LAG SCREWS AT EXISTING�i HEIDER MIN 2'x4' 1 MIDWIDTH OF EXISTING WOOD FIEA06t REN MEMBER,(2'Min.NOMINAL GI/;S I _ MIN. SEPARATION TO GLASS _ OPEN HOLE AT EACH-� WIDTH)W/2•Min. (SEE SCHEDULE ON SHEET 11)` E%GL 1 E 5/16.0 LAG SCREW SCREW x PENETRATION OF THREADED VAUD FOR -__._._...1,.-__ �� AR AT CENTER OF 7UeE. ITA. TUNS WITH 72p5f 1fA g '' I MAX.AS.O.DESIGN LOAD AND S HV WALL HEADER INSTALLATION „�SN'9EEE n GLASS-- m�S 9•-D-MAX. SPAN,THIS II FOR ft"mWU INSTAL-ATION IS ONLY VALID 1 ON 9¢T 19 RR ry OOR ®♦ j��&AM�.p 1 ry FOR WOOD W/MIN.SPECInc s/a6m• OI sNt2T 1R FA1 GRAVITY O 0.50 0.S DOU o,I 1-SEE SHEET 4 FOR IYPIGL SHUTTER ASSEMBLY - ,----- I BAUES T�t� ♦ FIR Q UT/IERN As No.1 z-WUNRNC sECTfaNs GW RE CtMONEO SHV. CEILING INSTALLATION =.._...--'1 .._�E_.__ �DROR w AIA'NAY ro 111Xr ANI•wSMLLATKIN. -U)HV CEILING INST --OOR ®♦ F—`-_ Mw.SEPARATION TO GLASSSCHEDULE ONSHEET ' x 1 (SEE SCHEDULE.ON SHEET 11)`- EXISTING ft FOR BLADE TAM SEPMARATION 1 I EX � al SHEET 19 FOR �1 J TO CLASS I I .......-� CLASS I /1 OAD6Q,t;3j I(SEE SCHEDULE ( I T ZJ l ON SHEET „) ALTI ANCHORS LRF, P WALL LOCATION E7GSTR4C \!, ..__- GLASS LI�-L1 I _ F1M5% I I _- 1/4 ,•( ©- 7 `— //tOx3R"EADHE TEK —1 I .........1 I 2"x6"MIN- WOOCJ OR 2'x6"MIN. WOOD � ,...._—$GREYS O 12'o.c I DECK REQUIRED_ DECK REQUIRED(NO (NO FINISH FINISH ALLOWED) -- - ) _ _ 4 .. I �8 {O EDGE OF DECK - -_"'-_.__ 2' i__ __ �F� •,y IF APPLICABLE .. p� �.. DECK IF =--•- -�� IF EEDGE OF K ` W I 1 2'Min. PENETRATION n / APCON OR TAPCON WITH ADVANCED .� 4 0 IAPC M TECH - _' 1/4"{TAPCGN OR t' 1/4'0-2Ox3/4"S.S. ON OR 1/4-0 T .__-.-.-__..-.. 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WINDOW GLADE •' '• * TIL IT TESTING & ENGINEERING COMPANY American Shutter Systems E,,.K 11ESCRIP710N DATE DRAWN BY: L.C. ��••• `Q 1y� 6355 N.W.3&k St,SW.305,NRCWY.CAMENS.FLO = Association, Inc. I OLD 15-085 07 27/1 DATE: 07/27/17 Phots (303)871-1530 rax (3o3)871 1531 —Westroods Drive 2 S�ONA�ENG�a,•F'` E8llE4co019;ca West Palm Beach, FL 33407 s DRAWING N. WALTER A T1LU,Jr.PE a 17-107 P.F. SEAL/SIGNATURE/DATE F ORDA LK t 44,67 s SHEET a17 Of 20 SND INSTALLATIONS 1) HV BLADE OR WINDOW BLADE INTO 2"x4" MIN WOOD STUDS 2-xl"41x.wOOO 2'W WN. SiUDS RC0 Yn'TML Thom 'AOO6 STIiOti 1/11 LIFCON 1 SIVDS 1@10'0. AIL110R♦r OC / \ / EflO 11000 STUDS. v / smoe a w/r1 1Av v 1/2•Pon•ATIDN FxtSfING fAA55 � /`t F �s Cox FNSiI _... /1e-s 49L �I.,D Fmw'u�a t/1 4�mY�i;oon_ /.__— i.--A� r / \ 1, disrmc wss W.4➢nRAiNt+ 1--. 70 DA4(SII -i/2'M CDM t�ry�p 9/lE N K_ , Ifl iq1 S /2• K COft-- OI S1 19 TOR (6CEJ-,6)COM.-�� hISN- 1/2•rN CDx bl'JQI'12- mCDIAF OY 9fl1 KI.M. a.1tt5 S•a AL. CLDS2R ft w 1. r.C'6 T,•, t+FW KW(r— t 7 •Qf�Pon t W. PMT[ (IOGSIE t/rr._ -_ •KI ON fi u 19 W ti ICR MIDI re I Ai CRRER S SWA... =1 ' - Y.`CSQkO Qtly'•® /tyi/2•SMS. ,�QQFF - [ 0,j, ♦,I O.C. p t/2•sics. .-% -—- •�i aR T w�t�/p -—- r18 0. Nu M4Ky2•�.-,• I OR 0 C4)-/ (2)/i:•"enulRRTm (T. OR SEE OETMt.x F ��,�♦ 1in+m trr rctJ7 1 I 1 ®� ' SEE DETAL x MR OR!T�► SIMCTo T"SUE C~cnQ TO iRMJ(S - SEE OCM&x FM l �.®•titiii•®..��•t�.ZLL'3��•—i` n,Rw,S (SLS q t .tQa.�.�Qj.[�i_.,(+�.()_ soEcol•IEc1taN� ^O-©•� ••t3^ CJ•T•x9^V•©-V- !J•{!'Ci•®- 10 TRAG,S �.©.�-,(1,. 0. END CONNECTION DETAIL �'� ^h�•C� END CONNECTION DETAIL i8 END CONNECTION DETAIL G END CONNECTION DETAILf0 EttISONO - /-O{A$s ^REWRCG ONLY FOR$PINS CRFArk�i P,A4 12'-0" 214•IRK _ — __ `_ 411105 IRO �tY iDKW ANpg0.5 1/YM TMCaM MSCIONL- t0it/2'5.4.5. LExTNO aus-� RppM110N♦IY 60. 4 t In'rw II78 6G I IetiI1U1D••1r 04 aAL(+Q m +/a•OK SD t♦a AMID l4i ♦ SEF LIMITATIONS OF USE FOk iw tt SllAW I / • ��® wall nmmral - tSAmme - ` 2 I TOR - r•©�4'1•"J•'•®- ` ' • ^Vy �•�GY•`�aY- p(�J`�yoR��'Vj�,'.,y��yV��a�41//V1��' .VIEW 0-0-0.0- -a* -0- y DETAIL PLAN END CONNECTION DETAIL . END CONNECTION nrreu JJ FLORIDA BUILDING CODE Non High Velocity Hurricane Zone •.....•..., J. 92017 ALTECO.INC. 02017 EAS�F.RN METAL SUPPLY. wc- =='LA■S.S.A. Accordion Shutter System K4. EAOE Z1 W/OR W/0 H.V. WINDOW BLADE * TIWT TESTING k ENGINEERING COMPANY American Shutter Systems Ey.N DATE ORWN BY: LC. ` � `••• 0155 N.w.30.71 S,,S,n.J05.MIn;;Nw GR0EN5.TtURUA lJ,s Association, Inc. Qt pLp tp-085 7/27/I OATS: 07/?7/17 Ph—: (305)877-1530 Fox (305)871-1531 4268 Westronds Qtkve = utxoeoa.co,.1 DRAWING No tr �� Ee-0008714 West Polm Beoch, FL 33407 3 =• L ENG'. WALTER A.TIu;T P.E. A 17-107 P.E. SEAL/SIGNATURE/DATE FLORA Lc.(!44167 5 SHEET 6 8 OF 20 (jM�Jj Q> (i� �/U^�"p� ��� • GENERAL LIZfFAnoNS AND CONDn10NS OF LISHA IAV RUDE ACCORDI WORKING IN T FOR BERT 1.MAX.AS.D.DESIGN PRESSURE RATING: 4110, - 110 P.E.I. el I nI n n 2.MM.SMATTER SPAN:96' _.t..- .._. I I, 3.ALLOWED AgUNTINGS:A D.G t N ON SHEETS B,7:AS WELL.V MOUNTINGS M.0,T,U t W ON SHEETS 16 t 17. g ONLY CENTERMA7E5 (BOTH W/�4 OR ARE ALLOWED WITH 2f ` 3f 41 �IN A OR O T EXTERIOR OR 7.IN CASE OF OPPOSING MUST BE INCLUDED ONLY AT E1aER1Olt ACCESS SIDE OF 16) IW.Fr.Elm )I 5.(A)HV WINDOW BLADE�A�51W,L ONLY ALLOW A MAXIMUM OF 5 OPENINGS (3.0 HOLES)FOR®PER AT SPACINGS SHOWN ON SHEM C MAX. 5 WINDOWS A (8)MIN.CLEARANCE FPgN TOP OR BOTTOM EDGE OF MV WINDOW BLADE tl�i ALLOWED AT E I& �! OF ANY 3'I HOE FOR{[j SHALL BE 12•. WINDOW BLADE z (C)FlR5T OR BLADE COMING OUT FROM STARTERS AT GmS MAY BE HV WINDOW BUDE 1�/ N (0)HV WINDOW BLADE tO MUST BE USED ALTERNATE TO A SOLID W BIADE0 THROUGHOUT SHUTTER'S MOTH. A g (E) 1E8 SHALL ALWAYS BE INSTALLED ADOZENT TO A SOLID MY p 3gS BLADE 1 AT EDHER SIDE OF THEM. ppY g (F)POLYCARBONATE ITV WINDOW Wy SHN.L BE INSTALLED SO TfW TABS FACE SEE END I ¢ THE MTERIOR OF THE OPENING NG PROTECTED. INV WINDOW 1y MUST BE CONNECTION j • g�54 ONLY INSTALLED AND LOCKED USING A NY SETTING TOOL PROWDED BY ASS, 3S33d INC- ") ON SM i6 S.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO M'000 FRAMF. L EI TVP. t�a FULL HEKI/i.-"-' I BUILDINGS ON SHEET 15,AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES fI P i t 2 ABOVE) 7.SFE ANCHOR SPAGNG SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12 t 13 AS LIMITED BY j - f SPAN AND DESIGNLOAD(SEE NOTES 1 t 2 ABOVE). ♦_�. 6.MINMUM SEPARATION 70 GLA55 SCHEDULE.PER ASTM F-1996: nt. 5FF FOR UINEUENiS) WIND ZONE Top -fg dejat~1.7I wIIMUY SERTo C1A55 ELEVATION MN 5EPAwDIGN TO GLASS 4 6.25 EXISTING GIASs (SEE SL)EDLI E ON SHEET 11 FOR WWF(� AND ON TMS sKET FOR sma Q t 0 20 TVP. SY4 R CENTERMATES W/ OCRA��.S,�AND W/O (SEE NOTE 4 TYPICAL 1') HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE t16 SHUTTER* ---- FLORIDA BUILDING CODE(Non High Velocity Hurr cone Zone \W1,3`Q;�'�,\GENSF'••.�9-. °2`'', nrTCCO. THC. 02017 EASTERN METAL SUPPLY, INCBERTH . /7=0 A TM A�S S�A� Accordion Shutter System * * Ftv. RADE#1 w/CR w/o FLv.NINDOW BULE TIWT TESTING t ENGINEERING COMPANY American Shutter Systems EV.N OETCRIPTION DATE DRAWN BY: L.C. 6354 N.w.Jele a,St..305.vRc1NA 9ARDN76.ELANOA u+6 Association, Inc. , OLD 1s-oas 07 17 DATE: o7/z7/17 P Ph—:(WS)871-1530.For:(705)871-1531 4268 Westroods Drive 2 _ .-ma:c nMcoeea.00m West Palm Beach, FL 33407 3 DRAWING No SS�QNAL��6 Ea- 719 4 17-107 WALTER A TELIT Jr.P.E. • FLORIDA LII,.0 44167 S SHEET P.E. SEAL/SIGNATURE/DA.TE 6 OF 20 b , 1/2'=G.D35•THICK1. INSTALLATIONS W,��11�HV BLADE & HV CENTERMATES 21 2GDa M°..- Min.ASPM A-853 GRADE 10 �n. VAPoES-y g T... Min. G-60 GALV.STEEL METAL STUDS AT 16-Me W 2' M°=� , 43b INTO METAL STUD WALLS 063' -I--- ' __ .1 O 6 O.C.l'� 4f e 0� W,I - /2' ,7s * 30 1/4"o NOMINAL / 1 —® T ALUMINUM SLEEVE FOR BERTHA C], HV BLADE ACCORDION SHUTTER 6063-TS ALLOY �1 3/4'•5 1/4-=o.CM'IN"Fin.+<« "" .8� EM INSTALLATION TO METAL STUD WALLS Cert.CALV,STEEL TRACK CWINNEL 10 6 MC. O 6'O.C.^. i 3.000' ASTM A-653 CINADE 40 Min.G-60 -- r----+ SEPARATION TO GLASS SCHEDULE GALVANIZED EAn'TO STUDS ; r...._moi• w/(a)I., , Tac SC71Ew3 ON EXISTING FINISH 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) Ik4a(wl&misioR rACE ; AS APPLICABLE 3 + N 2. MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM 1 SEPARATION ��x�.ENGTH ,. 1 MIN. SEPARATION 3. ALLOWED MOUNTING: MS ON THIS SHEET. ASTM E-1996 TO GLASS EXISTING GLASS--1 _ TO GLASS --- j (SEE SCHEDULE) 4 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED 1 THRU 3 114-0-203"TPENETIE BOLT I (�.) MUST PENETRATE 3c t' WITH 2T ARRANGED A METRICAL LAYOUT. i n USE 0 (2) 35 (6' LONG, MINIMUM) MUST ALWAYS BE 4 4" 1 s/ a 1/r,0.035•THICK Min.l EXISTING FINISH .� INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF 7.373' 4•. CONT.N:ALV.STEEL TRI[Y(cNANNEL; jAs APPLICABLE CENTERMATE. •I •2-' r o'. • ASTM A-633 GRADE 40 Mw. G-60 GA(X!ED FASTENED TEAL SCREWS aN ' 43e 430 ?------ ,INTERIOR A ERIERIOR FACE i •,O 6'O.C. ` O 6'O.C. x'� 1/4'0-20 THREADS ' ** BLADE SLACK DETAIL HVF IS ALSO VAUD FOR 43 ,1,,14"O E=—CONSTRUCTION T/2' /Z CENTERMATE 21 APPLICATION WITH BLADE iQ PRODUCTS FAB-LOK HD L W ( 43b 1 1/2=0.035'>FIa , 6 0C• COMPONENTS Min.ASTM A-653 G(+ADE 40 .Z MIR; ,• .in.L STUDS S AT STEED yg WALL 1 HEADER/SIL INSTAL!TION METAL SNDS AT 10'O.C. Min �' -EXISTING flNSN AS APPLICABLE SCALE: 3/8'= t' '1 (IYP.TOP•BOTTOM) _ _ ~~—.. 6 1/1'a 0.0355'THICK M- ZE— NG CUSS _ _ - CONE -65. STEEL K CHANNEL - - !ASTM A-653 GRADE 40 Min.C-60 --+--ter---Y _ :_++'�"'�'!Y�^. - , , I GALVANIZED FASTENED TO STUDS [-:4-31a)(43 _ J W/(2)/6.1/2'TEN SCREM5 ON SYMMETRYCAL SYMMETRYCAL INTERIOR h EXTERIOR FACE 12 ' MIN.TO GLASSIGN VA21E]CENTERMATES-� CENTERMATE.-1 (SEE SCHEDULE) MEXTERIOR ACCESS SIDE 1 ; ; INTERIOR ACCESS SIDE--- ------------------- ------- --- --------------------------- ----- --- ---------------- --------- --- ----------------- --- -_—_------ a'(TYP-) tN (6"Min.) IN I 4 -------------- ---- ------- ---------- _-___----------- - --- -------- - - ___-------- -- _ - _=