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HomeMy WebLinkAboutProduct Approval Florida Building Code Online R E C E I V'—:D MAY 17 '.916 page 1 of 2 Florida Depaltmentof BCIS Home I Log In I User Registration Hot Topic I Submit Surcharge I Stats&Facts Publications ( FBC Staff I BCIS Site Map Links I Search Business Professid'), eeaia—."'mi Product Approval ,USER:Public User Regulation - Product Approval Menu>Product or Application Search>Application List>Application Detail ,^75j r FL# FL389-R8 Application Type Re Code Version 2014 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 Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer © 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 12/31/2017 Validated By John W. Knezevich,PE 0 Validation Checklist-Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ.Ddf 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 https://floridabuildiniz.orR/pr/pr app dtl.aspx?t)aram=wGEVXOwtDavYYHH2vJvx53Mws... 5/5/2016 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 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 15- (top and bottom)for storm protection 086 Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R8 II A.S.S.A. INC. DRWG.15-086.Ddf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:Large Missile Level"D".Max span is 12'-7"for 35 psf FL389 R8 AE A.S.S.A. INC. P.E.R. DRWG.15-086.[2df positive ASD load and 13'-0"for 35 psf negative ASD load Created by Independent Third Party:Yes the HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and 8'-1i"for 62 psf,9'-6" for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg 15-085 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R8 II A.S.S.A. INC. DRWG.15-085.Ddf Approved ffor us a HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resis nt:Yes Created by Independent Third Party:Yes Design Pee ure: N/A Evaluation Reports Other:Larg vel"D".Max.Span is 16'-0"for 30 FL389 R8 AE A.S.S.A.INC. P.E.R. DRWG. 15-085 HV.odf p.s.f negative ASD load depending on centermates and Created by Independent Third Party:Yes locking rod configuration for the HV1 blade,8'-0"for+64, -72 p.s.f, load for HV blade for Keystone mountings 7'-0"for +75,-75 p.s.f.for metals stud mountings and 8'-0"for 110 p.s.f,for HVi and HV1A working in unison. See sheets 7, it and 20 respectively of installation drawings for other spans and pressures. 389.3 HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks MBO-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection Bertha Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R8 II A.S.S.A. INC. DRWG.15-084.Ddf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:Large missile.Max. 16'-0"span at 30 p.s.f ASD load FL389 R8 AE A.S.S.A.INC. P.E.R. DRWG.15-084.Ddf for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Created by Independent Third Party:Yes 12,25 and 28 respectively Back F.ext Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emaiis provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: RM securlt ffi7!T1:5c5 htt-os:Hfloridabuildiniz.orL/nr/nr am dtl.asnx?naram=wGEVXOwtDovYY1-TH2vTvx53Mw-,.-- 5/50.016 GENERAL NOTES: 1.BERTHA H.V,ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014(5th EDMON)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 MEMIONED CODE,FOR A BASIC WIND SP®REQUIRED BY THE JURISDICTION WHERE STHUT1ER WILL TABLE OF CONTENTS ENTS BEINSTALLED WITH A DIRECTIONALRY FACTOR Kd=0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(".D.)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 WIND LOADS AREA-1: HV BLADES n IfG BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX. (A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19&20. GENERAL NOTES SHEEr 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.ED.,AS TESTED,WERE NOT OVER STRESSED,A 33%INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS=USED IN THEIR, SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21.-37 SHEET 3 BERHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -FIV BLADE(D #0214.01-03,#0715.01-03.11004.01-05,$1214.01-05,#0317.02-06,00609.01-10 AND 90210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS ANO ASTM E=1886 V BLADE n AND HV WINDOW BLADE dA AND E-1996 STANDARDS(MISSILE LEVEL D,WIND ZONES 1,2&3)&#1220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE (WHERE APPLICABLE) -HV WINDOW BLADE Q#0505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVET.0,WIND ZONES 1,2,3)BASIC PROTECTION ONLY AND#0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SFIUTTER ELEVATION &NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2 HV BLADE(D AND HV WINDOW BLADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL UMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M.CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS(HV SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE @144.75'AND$14x1.75'RESPECTIVELY. 410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STIED.SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH. PINS SHALL BE COATED WITH BIERHA HV DACROSHIELD 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 THEM HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL 13E ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 W AND 35.7 Nisi FOR END CONNECTION DETAILS 1-6.CONCRETE/BLOCK SHEET 10 6005-TS ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS SLED.304 OR 316 AIS[SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 k.1 MIN.YIELD STRENGTH AND 90 k61 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 STEL,OR ASI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksl MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE 0: 12,13,14.15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 15 MY BLADE D&Q WORKING IN UNISON: 12. 13& 15 INSTALLATION DETAILS S-X.WOOD SHEET 17 -8.THIS BERTHA H.V.ACCORDION BRUNET SYSTEM BEARS A U.S.PATEN! 6'779,582 COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S.PATENT X5'458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12 &X.WOOD SHEET 18 METAL SUPPLY.INC. 9.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK AREA 3: HV WINDOW BLADE ONLY CIA ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEAR PELA RMANENT BEL IN A VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT•OR OTHERS,MUST PROPERLY CLOSE ALL HV AND HD CENIERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS, AREA 4: HV WINDOW BLADE M ONLY 11.SHUTTER MANUFACTURER'S LABS.SHALL BE LOCATED ON A READILY VnETLE.LCGATION AT ACCORDION SHUTTER IN ACCORDANCE V1TH SECTION 1710.8.3 OF FLORIDA BUILDING CODE ONE[ABEL SHALL BE INSTALLATION DETAILS. METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE- 12. ODE12 BERTHA H.V.ACCORDION SHUTTER SYSLEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. •13.(a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SUE SPECIFIC PROJECT;i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE RED. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS RED..PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO. THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SfTE IS THE CONTRACTOR'S REsPoNSlelun. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS RED.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d)SHE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(EO.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 ENGMEER TO THE P.ED.ENGINEER SHALL SUBMIT TO THIS UTTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.E.D. SHALL BEM THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. T711T FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone R A. 1/`AA�i ©2015 EASTERN METAL SUPPLY. INC. BERTHA HVTM A® ATSI Accordion Shutter System y ti FEV.RAM#1 W/OR W/O H.V.WINDOW BLADE _ American Shutter Systems .H BFSCRIPI ON DATEDRAWN BY. N.L TILLIT TESTING & ENGINEERING COMPANY vj Association, Inc. 1 OLD 11-192 4/13 15 DATE 4/13/15 L OF•.. 6355 N.W.36th.SE,St..305.VMINIA GARDENS,FLOFDA alis 4'268 WCStfOadB Drlve 2 NP Phone:(30.5)871-1530.Fax:(305)871-1531 DRAWING No 0 ,\\% c-mall;blteco9aol- West Palm Beach, FL 33407 3 Vip'•••.. ••G�`\,.V� E9-0006719 4 15-085 NALEN \\\ WALTER A TILUT Jr.RE FLORIDA Uc.B 44167 5 SHEET EAL�S��I�AI K/DATE 6. 1 OF 20 .. MADO'N DUDE�A s VARIES 1.918" 1.491" Vis' o o Max. .200" 0.454' 6 `0 0 eS 4.771' 365" Og0• 4.857" 4.999" a 1 HV SOLID BLADE .3751'/m 5 HV 90°J180° STARTER (i)HV UNIVERSAL FLOATER QUAUFIEo FOR USE w/ COVERO ED UNDER US PATENT# 5458179 QUALIFIED FOR USE W/ HV BLADE( ®HV DIRECT MOUNT Hv BLADE.( HV WINDOW BLADED 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV Y AND TEMPER *SEE LIMITATIONS OF USE OF BLADE @ ON SHEET 19 6063-T6 ALLOY ANDD TEMPER 6063-T6 ALLOY AND TEMPER 3.226" 1.500' .124 0 670' �� 2.670' 3.556' ) .994" TP .670' 2.226" M 'o c 072' � o0 .815" 2.092" 0.072" 0.0 2' (7)HV ADJ. ADAPTER WHIP a.asfi" �R��A.NGIUIA'R. 375" 3.226" QUALIFIED FOR USE'W/ HV ®HV WALK-OVER TRACK ©HV ADJ. FLOOR TRACK BLADE tQ QUALIFIED FOR USE W/ HV 9O HV TRENCH TRACK 6063-T6 ALLOY AND TEMPER BLADE 1 QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/FIV 6063-T6 ALLOY ND TEMPER BLADE(ONLY. H BLADED 6063-T6 ALLOY AND:TEMPER QUALIFIED FOR USE W/ W 6063-T6 ALLOY AND TEMPER VARIES 1.936" BLADE 1 Max. 1' 1"015' VARIES 1.936' 6063-T6 R L91.7" [2 Max 083' 083' aD .0�' m .083' v .093• .093' ro m .100" .060' n .060' n 670 o .093' .093• 4 .060" .060' 6 p o 4eyD. U. 1 1.686• " OZt4 670 3.520' o 5 3.529' 670 .2 q" 11 HV CEILING HEADER 1p HV HEAD/ERLSILL 13 HD CEILING HEADER/SILL 3 QUALIFIED FOR USE W/ HV BLADE(1 ONLY, QUALIFIED5Al OY AND BTEMPEROONLY QUALIFIED FOR USE W/ HV BLADE 1Q - 94 }HID WALL HEADERaLL SEE SECTIONS FOR VALIDITY-` SEE SECTIONS FOR VALIDITY_ QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE(ONLY. 6063-T6 ALLOY AND TEMPER x t } COMPONENT A 8 T1 T2 X Y ! MIN.%N1N Y MtL t 2" 1 2' 0.725' 17 2' 5'MAX. 1/8' 1/8' 3" 1 3' 0.090' 16 2" 5'W. 0.192' 0.192' 1SIDE ANGLES 6 CORNER POSTS QUALIFIED FOR USE W/ ALUMINU ANGLES 19 2.5" 7'MAX. 0.190" 0.190' QUALIFIED FOR USE W/ HV _ BLADE 1 QUALIFIED F0K USE W/ BLADECl 6063-7 AND TEMPER BLADE 1 0 ® 2' 5"MAX. 0.139' 0.731" MPER 6063- AND TEMPER FLORIDA BUILDING CODE(Paton High Velocity Hurricane Zone y� `�P,TILL T�,'' ©2075 EASTERN METAL SUPPLY,INC. 13ER'H HA �9 YYTM �` F_ E ® ' ®S ®�® Accordion Shutter System �y _ KV BLADE#1 W/OR W/O KV W=#MADE :"K c American Shutter Systems EY.N !DESCRIPTION DATE DRAWN[1Y: M.L. •: �l/:EOf • = TIWT TESTING & ENGINEERING COMPANY ASSOCIOtiOn� Inc. t OLD 11-192 4/13/15 DATE: 4/13/15 STATE DF <v` 6355 N.W.361h.SL,SW.305.NRGOM GARDENS.FIDRDA J716 4268 Westroads Drive z DRAWING No Ph°n°:(305)671-1530.F":(305)871-1537 e-man:utto«®om1.<om West Palm Beach, FL 33407 3 15-085 :,�O,t •.. LORI ��.�` ES-0006715 �v''�iF`SSIONAI WALTER A T1L17T Jr.P.E. 4 P.E. 5�&1/66idATO�E/DATE �R81A De g 44767 5 SHEET 6 2 OF 2U 4.660' .929' lI4"-20x1/' 1/4•-20 IE CAST 4.5 6' ,745' 2.293' 6.33• FIAT HEAD THREMED H0USW0 EIIIJJEI. 1/4'-20 2.293' .745' S3MS. BWCED`PAINTED '/4 DIE GIST yp0a & (2 TYR) 'o Fi0lL9NG FR 01 n_. • b .' ' ry i0 BAKED PAINTED R. ea P Oyry n .378 _BRASS CNINDER BRASS CYLINDER mR� a.4 • v, NE (CHROME PLAYED) PLATED) 1 HV C€NTERMATEy� 325 HV LOCK ® HV EGRESS LOCK Q FlED FOR USE W/ HV BIL & ONLY QFl HV 0 CENTERMATE m`•��h s.0 3' n .875' m^ QUALIFIED FOR USE HV QUALIFlED OR USE W/ HV 6063-T6 ALLOY EMPER QUATUhED FOR USE W/ HV BLADE 1 & to 6063-T6 ALLOY AND TEMPER HV CORNER CENT ONLY LADE T & LY. BLADED& ®ONLY. (2_ ) ERMATE QUALIFIED FOR USE W/ HV BLADED ONLY 250'O.D. 18' 2.874' 6063-T6 ALLOY AND TEMPER PLASTIC HEAD o 1.756' .922' SCMOLDEO 4.045• 2' REW �,t.aao"2.75r0 I -n tm_o•i2.7?�I ® M o p6'L o n Y2.079" 1..753" 60'AFER RIVETING(1NG.825' BEFOE RNEIING -06 /4 -20 3/4" CR � R0-20 RIVNUT* m *SERES 9444 ALUMINUM(2024-73 ALLOLARGE FLANGE THIN mSHEET NP 0820.AS CHERRYTERORNPARSIPPQJY,NEW JE EY 005 OREQUAL. PLAN FRONT ELEVAMON HALE "T" LOCK CENTERMATE © LOCKER FOR "T'° LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE )ONLY ® HV FEMALE "T" LOCK CENTERMATE ® HV "T" LOCK ® HV ALTERNATIVE LHV OCK QUALIFlED FOR USE W/ HV BLADE 1QONLY 6063-T6 USE AND TEMPER QUALIFIED FOR USE W/ HV BLADE ONLY W/HVQUALIBLADE OO ONLY. QUALIFIEDBLADE FIED FOR USE Q7 ONLY. 6063-T6 ALLOY AND TEMPERR'' 6063-T6 ALLOY AND TEMPER .5' 1.917 1.917' n 3.161 3 D THUMBRIRN ' .432 COJNDER OR m .063' .214' v .063 .062' KEY CYDNDER .214' n545' N —m • '� i� n , H ro o 0.875'Min. 1 .125'Max. 39 HD CENTERMATE W O LO I G ROD ® HD CENTERMATE W SOCKING OD .bo I QUALIFIED FOR USE W/ HV BLADE 1 & QJA QUALIFIED FOR USE W/ HV BLADE 1 & 1A ® 6063-T6 ALLOY AND TEMPER D C NT M TE'S INSERT ' w m o 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HI/ BLADE 1 & � n VARIES,12'MIN. A 1/4'o-zo S.S.OR 3/6'0-16 1.130' 6063-T6 ALLOY ND TEMPER 7HUMMURN ACETAL THUMBSCREWS. t1/2' CYl1NDER (St5 DETAILS no _ OR KEY _ _ __ _ tis r 1.57 Min. CYLINDER LOCKING RODA 1/4'm ® HD LOCK QUALIFlED DEQ 375'0 C� 6063-T6 ALLOY AND TEMPER 6 HV 3LB-0-16 ACETAL 3 HV 1/4" O-20 AISI 304 BY REGENT HARDWARE MOROSE LOCKS SERIES 2333 HOOK BOLT LOCK. !2'/INSiALLATiON WILL REQUIRE A 7/16" HOLE THUMBSCREWS ERIES S.S_ THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE 1)& ©A D ILLED AT TRACKS FOR PROPER EMBEDMENT q pEQ QUALIFlED FOR USE W/ HV BLADE 1Q FLORIDA BUILDING CODE(Non high Velocity Hurricane Zone `����• L 7i�7 0 2015 EASTERN METAL SUPPLY,INC. �� VpENs�'J� BERTMA H F9 TM Accordion EC® nAwSmSmAia KV1 W/OR .WINDOW Sbuffer Systems Ey.HA DESCRIPTION DATE DRAWN 8Y: M.L �l E� •�� TILLIT TESTING & ENGINEERING COMPANY op, kr� Association. Inc. 1 OLD 11-192 4 13/15 DATE 4/13/75 A•'. Q` `� 6355 N.W.361h.St,Sla.305.MtCINIA GOROENS,FIARID4 3316 'P'• FbORt� Ph..:(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive zDRAWING No �i�''•• '(` .� o- 11:4'It-0aol.com West Palm Beach, FL 33407 3 15-085 EB-00013719 4 '7jrrpNrnntltNlpl�` WALTER A TILLIT Jr.P.E. P.E. SEAL/SIGNATURE/DATE FlAR DA ua.#0'167 6 SH 3�OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV HV 41 3/8"4cc 12TOIBLADE PCE Q HV BLADE 1 40 1 1 a QaOR s25' � GE to .1875"L"t' i ® HV BLADE 1A '1 \I ; HV WINDOW BLADE .0625 ip.N z-x '0625 •0625' 3® HV LONG RECESSED NYLON BUSHING r I I n KNUCKLE "�OPENR 0625 •180.0 Y 39 I d /� ( ) 0.0625' Q HV SHORT RECESSED NYLON BUSHING +HV NYLON HAT WASHER @OR ® N I FLAT F RRON oR Rt�s�/ 3 50" 41 HV WHEEL CARRIAGE AISI 302-303 SERIES I I '' ,qi7 I- 40 I I1 n A-2. so• x 4.870"x3/16"THICK NYLON WHEEL t` I 2 7/9"MIN. HV WINDOW CLEAR 0.188"4 AS[ 302 SERIES S.S. RIVETS I.-1315'4 SEPARATION ARATIOON TWEEN A825' ,0625'J.0 3.7500' ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD * EXTERIOR L b OPE INGS ON 3 09 LL'S DN r_V ® HV 2 3/4" ACCORDION PIN W/ 8 HEAD * 41 a7�" AOS""^0N ® POLYCARBONATE IMPACT RESISTANT HV WINDOWBE7wT Ntu TYPICAL. HV WINDOW BLADE 1nA AND I I 0 tl POLYCARBONATE HV WINDOW DETAIL �OR '; or N.T.S. REOUREMENTS)NOTE FORI I I (L ® I *WRBONATE IMPACT RESISTANT HV WINDOW I i MAKROLON 3103 POLYCARBONATE MIN.CLEARA RESINS, UV-STABILIZED GRADE OR SABIC * Hy PIN REQUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR I 12TOBLADE a ME INNOVATIVE PLASTIC LEXAN 103 RESIN I � � i I I 1Q OR ® I I I (SEE NOTE F" ON SHEEP 19). (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR ® ; BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O OR - I ' POLYCARBONATE SOURCES FOR 44 HV 0,BLADE. TYPICAL SHUTTER ASSEMBLY EXTERIOR APPLICASLE _ 1�v 7YP.tl,1.PItOPFRDES SplIDHm .T.S. OR 43 AT HV PIN @RF5IIIE11GE (2) HV PIN ® MAY BE USED IN LIEU OF(D AND ONLY AT EXTERIOR EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1 Do.324 BLADEKNUCKLE. 'S H09a1 (SEE NOTE* FOR SPECOC Gmvm Arne M92 am IbA'* 0.0 3 Ib/tf BLADE WHEN CORRESPONDING TO INSTALLATION "ll", SHEET 7. REQUIREMENTS) x[gBR�I TYP&ll- i TDMLE 11OD SnMNGIM ASM D638 9RW psi 9--CO F.L i FIEXURPI SIRENGIH AT YIELD ASN W90 I2,500 0.x3. 13,400 pa.l. {3) HV PIN ®OR @ W/ 1/2" O.D. 1/16" THICK S.S. WASHER ® y I FLEX—MDDULus ASMI=0 310,Dm p.J. M.000 PaJ. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 9ti I W-Am. SHEET ©0 I NOTMn ZOD ASM D255 18 Fr-ro/ 17 R-9,r FlRF luMNG Cwwe_= HEEL CARRIAGE DETAIL SMCxE DENS11r ASTM D2843 472 x 605 x Mex N.rs. ASSEMBLY LAYOUT RATE DF 0-0 ASM D05 C-1 sass bl CLASS N.T.S. SOF IGMTMH ASDx-Dl929 1090'F 080'F ASTM G155 TebTLE ASTM 638 9302 p%1• 6890 Ps1 MHV BLADE SOLID 81: �lA HV WINDOW BLADE DETAILS EN9E 5mE556ETORE WF OHEANG ASR1 6461 PSL 886DP" N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone \\\`,-R A. /ll"j`/��'i' ©2015 EASBTERN pM@ETAL SU�PpPgLY�INC. TIM L ® oANOwSmAm Accordion Shutter System H.V.BLADE#1 W/OR W/O K,V.WINDOW BLADE S E American Shutter Systems EV.N DESCRIPTION DATE DRAWN BY. MA. iafli TILUT TESTING & ENGINEERING COMPANY O Assaclatlon. Inc. 1 LD 11-192 4/13/15 OATS: 4 13/15 O•, A7E OF ; 9355 N.W.36N.SC,Sts.305,VWGIMI4 GARDENS,FLORIDA 3316 tC• ORID(* (��/ Ph—(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2—0: DRAWING No :tilte-g-l—R, West Palm Beach, FL 33407 3 w" /0.....EN���\\\ WPLIER AEB-OT W(TJr.P.E 4 15-085 P.E. fMWVURE/DATE F'awDA uD. 44167 B SHEET OF 20 & m 0r� © *N ON HV LOCK AND CENTERMATES; ®'®" ®Y® u x s T u 8.0.3.3.0 (= 1AIdlTAIORY CONDITION E1. ONE LOCK®or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN EL 12'ABOVE OR OW g2 OF S UTTER SPAN FOR SPANS UP TO 105 AND FOR INSTALLATIONS AT ANY ELEVATIDN. HV LOCK or g MAY B USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO©1 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. �m®a 2.981 IF DESIR FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP 7D TWO HV LOCKS OR MAY BE U AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES OR®SHALL BE AS INDICA NOTE(1)ABOVE BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. x_xv0 H _ � 3. os IS USED W/RNO H.V_ IOCKSI: LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY 4 oa 5 oR96 an 5�`0 ae( 11 °R® BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE LOCKING RODS!S OR AN ALTERNATNE DEVICE v �I MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). = 1v 4. MANDATORY CONDRION A2: ONE HV LOCK® ®SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN �B C7II o AND INSTALLATIONS AT ANY ELEVATION. HV LOCK or 0 SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO®CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2"LONG FLAT HEAD S.S. M.S.7W0 LOCKING RODS lyo x�xvc AT TOP& BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. y� ® MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. Vo,i �>9 a�9 %S. • ONE ALTERNATE HV LOCK MAY BE USED IN LIEU OF HV LOCK or FOR ANY SPAN AND TIONS AT ANY ELEVATION_ALL ERNATE LOCK® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1%4'0-20x3/4"S.S.THUMBSCREW TO®OR®CENTEF2MATES SHALL BE MAGE W/ 1/4'0-20x3/4"ALUM. 'o�� RIVNUT AS SHOWN ON SECTION HVE, SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO � LOCKS AT 1/3 OF SHUTTER SPAN. ® 6.AtANDATDRY CONDITION FOR KEYSTONE MOUNRNG MSTAl1ATI0NS:. ONE HV 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 TO 9V,AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK®or®or®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO 0 or®SYMMETRICAL CENTERMATES W/(2) 1/4"-20 x 1/2"LONG FIAT HEAD S.S. CSEEEND ONNECTION x M.S. .®TOP OF BOLOCK TTOM SHALL BS INDICATED MANDATORY.NTYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS®W/ DETAILS ON D F E x I J K L N P o 6 y w X SHEETS 10& 'B'� �u " *NOTES ON HV "T" LOCKS AND CENTERMATES: H°cHr. OF CORNER CENTERMATE 1.SECOND ALTERNATE TO MANDATORY CONDITION fi VAUD ONLY FOR FIV'I'LOCK Ci)f .AND CENTERMATES AND ONE ALTERNATE HV'T"LOCK(i�AC MAY BE IN ALLED IN LIEU OF HV LOCKS®OR®FOR ANY SPAN AND 7 ©�®�^©•OO °P®°R1Q+(3 art I STALLATION AT ANY ELEVATION. AL TE LOCK Y BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF LOCK®INCLUDES USING REINFORCING LOCKER-. AS SHOWN ON SECTION HVG,SHEET 9,WHICH MUST BE O+©aR©+©061©+QED CONNECTED TO CENTERMATES 0 AND®W/ 1/4'0-20 x 1 1/2"LONG S.S.THREADED BOLT W/7/8"0 x 3/32" WINGNUT OR W/ 1/4"0-20x1" S.S.M.S. INTO A 1/4'0x 5/8"RIVNUT.LOCK MAY BE INSTALLED AT MIDSPAN OR 12" 1 8 a+ MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS®TOP AND BOTOM IS MANDATORY. + 806 +@ox °619+ +® *NOTES ON HD LOCKS & CENTE M iTES: � j4 1.j!))�Q� ONE ALTERNATE HD LOCK(D MAYBE USED IN LIEU OF TYPICAL n HV BLADE SHUTTER ELEVATION HV LOCKS(2q OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK 0 MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK 0 TO®IS W/3#8 x 3/8'F.H.S.S.MS.,AND INCLUDES RFJNFORCEMENT INSERT®AS SHOWN ON SECTIONS HOB-HVB AND HOC-HVC,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS®Is cOMPLETEI.Y OPTIONAL FLORIDA BUILDING CODE(Non High Velocity Nurricane one T!((���,, ©200115 EASTERN�mEETAALL SUPPLY,INC. 9E RNd HA H 49 TM ENSE .9 Accordion Shutter System ■ ■ ® ■ H.V.BLADE#1 W/OR W/O H.V.WINM MADE ��<sy�fl 7(I'� American ShMffer System. Ev.Nc DESCKIPILOK DATE DRAWN BY: M.L. '0= STATE OF TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 6J55 N.W.J6M.SL,Sly MS.VIRGPM GAMENS.RDWOA 331rA ' R� Phona:(30.)871-1530.Fez:(305)871-1531 4268 Westroads Drive z $'•. DRAWING No � S �G�@`o e-mai®tom 6719 com West Palm Beach, FL 33407 J 15-085 ,,,T%ONALEI��.��`� WFFLLORIDAAUc•N UJr 4416E 8 SHEET P.E. SEMI�1�1� %RE/DATE 6 5 OF 20 ONCRLTE ANCHORS POURED CONCRETE POURED POURED (SEE,SCHEDULE ON OR CONCRETE BLOCK CONCRETE CONCRETE SHEET 13 REQUIRED 1/4'0-20x3/4"S.S. REQUIRED ) CONCRETE ANCHORS MACHINE SCREWS REQUIRED FOR .(SEE SCHEDULE ON W/1/4"-20 CONCRETE ANCHORS 17 18 RJA�G.YSIONE(SFE UOUNIING®ON SHEET 7) SHEET 13) NUTS 0 12'D.C. (SEE SCHEDULE ON SHEET 13) 1" 1' - Min. 1/4'0-20x3/4"S.S. Min. _ 1 OR 4 EQ EQ MACHINE SCREWS _ EQ Q USING 1/4"-20 NUTS 2' __ ® 12"O.C. 1/ E.D.* /2. .250'Max. --- 13 OR 5 _-- 13 Ga 15 .250" 1 .250'Max. i ' "{ ED i i .D.• I i i i IMI OPTIONAL 1I I i l' �PTIONAL � 1 I !GL 51PARUION I 1 { TO GM(SEE OR I I 1--COR ®0 i I i EXISITNG (SEE SCHEDULE ON SHEET 11) MIN.SEPARATION TO GLASS F](ISRNG ' I I GLASS 1 aq E, m4� MIN.SEPARATION TO GLASS i 1 GIASS—i ' ' r(SEE SCHEDULE ON SHEET 11) 1 IXISTING { I I 1{ GLASS i I ©HV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION BQ HV WALL HEADER INSTALLATION + KEYSTONE IXISTING 1 i_ MIN.SEPARATION TO GLASS Gni 1411 snawOmN i i i 1 OR ®0 ' 1 I I �—1O E70SRNGJ (SEE SCHEDULE ON SHEET 11) I 1 I m LASS(� I I I 1 1 I MIN.SEPARATION TO GLASS I GLASS I L i 11 -(SEE SCHEDULE ON SHEET 11) I { 11 FOR®ADE 090 { ON SIM 19 1 i OPTIONAL BADFs tD a<® IDOE i i 1 I(E(j(II 1ryiT('I a G""S_ i .D.• f 1{ � '"' '''� 1/4'Max. II f OPTIONAL 13 GR 15 i � --- _ --- EQ EQ t/ r-- 13°R Q t' _ 12 oR® --- 1/4"0-20x3/4"S.S. Min. Eq p PHIWPS TRUSS HEAD 1/4'0-20x3/4"S.S PHILLIPS 7 O 1$ MACHINE SCREWS USING CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS ONCRETE ANCHORS t' 1/4"-20 NUTS a 12'O.C. (SEE SCHEDULE ON W/1/4°-20 NUTS® 12"O.C. (SEE SCHEDULE ON SHEET 13) Nlin. POURED CONCRETE SHEET 13) POURED CONCRETE OR CONCRETE BLOCK OR CONCRETE BLOCK C NCRETE ANCHORS REQUIRED WALL REQUIRED OD HV WALL SILL INSTALLATION POURED CONCRETE SHEEP(SEE SCHEDULE ON ®HV WALL SILL INSTALLATION OR CONCRETE BLOCK WALL REQUIRED ® HV WALL SILL.INSTALLATION A A �A� NOTE FOR COMBINATION OF SECTIONS: INSTALLATION \STALLATI®ISI 1\ DETAILS YY O 1-SEE SHEET 4 FOR TYPICAL SHUTTER *E.D.-EDGE DISTANCE ASSEMBLY ♦SEE UMNATIONS OF USE FDR HV BLADE 2-MOUNTING SECffOUS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) BLADE 1�ON SHEET 19 IN ANY WAY TO SUR ANY INSTALLATION. LIIIIIIIIF FLORIDA BUILDING CODE(Mon high Velocity Hurricane Zone d��p\P��� •���/T�,,�i' ©2015 EASTERN METAL SUPPLY, INC. E�ER�'F�A N�TM - /TIL E C® a�� A®S m ®�� Accordion Shutter System PLV.BLADE#1 W/OR W/O KV.WINDOIN BLADE � � .'*� TICCIT TESTING k ENGINEERING COMPANY Amellcan Shutter Systems .N DESCRIPTION DATE .DRAWN BY: M.L. S AT OF Q` Association, Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 �'•, �' 8355 N.W.36th.St.,51a 3m,WMR GARDENS,FLORIDA 3316 4268 Westroads Drive z Phan.:(305)871-1530.Fax:(305)871-1531 DRAWING No a-,n \t -61:l0t...C..L-. West Palm Beach, FIL 33407 3 AC'ENG�� wa_TE®A TILLR1Jr.P.E. 4 15-055 P.E. SEALf���LNATURE/DATE FLORIDA U.g 44167 6 SHEETOF 20 POURED CONCRETE ANCHORS 1MLL srAnAlTttt i i 1 ��---- `�^- CONCRETE (SEE SCHEDULE ON SHEET t3) ) iso ttnE'oN( I 1 OR "� EXISi}NG i I i7aatA+�a�aSs alt 1�it i "� ^. EDGE IF 1 on SKEET to wR9 I I •q GLASS---{ t I i'(SEE SCHEOUE ON STAB iF i tmt.seNwnnex 1- 1 SKEET it) .0• APPLICABLE EXI>nNGS� HADE^amg® i r(SkE spuotns d, 1 i I 9 i i i t: ON SIEET L) \ i -1 i I ALTERNA It i i t ti i i Itr ANCHOR 1 t l 1 1 EXISTING t l � I LOCAHDN 1 I SSSSSS�����1 I r i 1 t l CLAS $10x3/4'HEX WASHER HEAD 1 1 DR 3 OR($ i 3/e'NIN. TEK SCREWS 0 12"O.C. i $ EDGE OF CONCRETE ANCHORS 7 SEE SCHEDULE ON SHEET 13 STAB B I ( ) E i I APPLICABLE EXISTING i t o 1 / I 1 EDGE OF EDGE OF a II SLAB IF i SLAB.1F // a..I EDGE OF APPLICABLE D" TO TIAs(SEE 1 N.SEPARATIONt APP1JGi8LE EQ.- O. APPLICABLE y �gig-T POURED POURED FLAT HEAD CONCRETE ANCHORS 'f 11 TDR 1iON CONCR D. CONCRETE oN SfEET 15 FiDcRt 1 OR ®CONCRETE REQUIRED REQUIRED (SEE SCHEDULE ON SHEET 14) i aIMP"'Oe REQUIRED D. D.* (S T SCHEDHEAD ULE ON SHEET ANCHORS4) 9JEENCH. INSTALLATI-ON IUU (j)HV WALK—OPER INSTALLATION VALID ONLY FOR UP TO +70. -75 PSF A.S.D. I(� HY FLOOR INSTALLATION 'I' DESIGN PRESSURE RATING&FOR SPANS PER Q HV CEILING INSTALLATION SCHEDULE#3, SHEET 11 I I IX CONCRETE ANCHORS Gus-_ ix m CASS (SEE SCHEOULE ON I—^—(�Somm "� . ox S"w tO I I 1 1 SHEET ISj f" I I I EXISTING I 1 9' i I 1 1 EXISTING 1 40 1}6tFMFORM 4N SFtE£T It) GLASS�i i EXISTING SS—t • Arl To� 1 I GLASS—t-[------ i t TECHNOLOGY OR 1/4.0 POWERS 1 4• 1 t (SEE samGlr aN sa.Er t0 i f I MAX. ` I I I I I I �'/ i x4L SF/MIWION W t I I A9 BEDME1NT a 4' D 111 1 �(5¢SClxrvnc 011 It) MI 11 It i i 1 1 O.C.FOR UP TO SI SPAN AND t 1 i i E I t 4'O.C.FOR$PATI$t+MAX WLY 1/4" 1 i j 1 a'-0'AT TO 8'-A MAX.PWAD t• t I s s l t[ MAX. I I I SEALANT AT NOR'(FASTENER M FEAR r r i r t I 1 OtP.j{SIE'NOTE tt ON SfflET 11 I 3 OR 1$ 0- i t #10 HEX E, x I I I I wR yMITANONS 3/8" /MAX. 1 Ulm TEK HSECRRREWS t I CONI SEAIANf 1 #14x3/4" HEX HEAD 1 1 8" a 12"O.C. TER SCREWS 0 9'Q.C. I t 8° 1 1 'I 1 :.,^ •;:. ,;of OR 1/4"0-20 S.S. M.S. i CONCRETE ANCHORS -- 6 + 7O 3/ #14x3/4'S.D.S. _ =1 1 4 •+ ^o. ,A t/4y0-20x3/4`SS RS Wf NUT®8'O.C. i SHEET SCHEDULE ON 7 ®9"O.G. 1 1 Mak. ;d'••; r USINz,tO/-C"0-20 NIRS ) 17 OR($ 1/2" 1" a "• CXISRNG NON STRUCTURAL 2.OD" 1 1 1 EDGE OF }7 R 7$ WALL TRIM{OECORATNE lil 1 7f 8" 1 7/8 I I SLAB I #14x3/4"FAPPLICABLE .H.S.D.S. r .MIN:,.'.' EO' .:. SRt- CONCRETE ANCHORS ® D"O.C. - POURED GONCReTE 0 POURED CONCRETE (SEE SCHEDULE ON ON SHEET 13 ) EE NOTE 13(b) REmtlftED OR CONCRETE BLOCK SHEET 14) POURED CONCRETE ON SHEET 1 .. REQUIRED OR CONCRETE BLOCK . OPTIgNAL- REQUIRED CONCRETE �K }tV WALL FLOOR INSTALLAT�y, © HV WALL WALK—OYER INSTALLATION ICE�fSTOPI ,AAOUNTIidG INST�ALL.�TIOIN MAYiML4A ASA.AEStGN PRE4URE:+84,-72 REQUIRED MAXIMUM SHUTTER SPAN 8'-0` d SIV RAINGUARD INSTALLATION t NO C N OF S S: # "I'THIS INSTALLATION SHALL BE E.D.- STANCE REMOVABLE WHEN PERFORMED 1-SIXLSHEET 4 FOR TYPICAL S EE SPECIFICATIONS ON SHEET 13) �� TENTRANO OPERABLE EXIT G SEE UI ITAONNS OFT 79 FOR 2-MOUNTING SECTIONS CAN BE COMBINED INSTALLATION DETAILS pETT�A I Ll1S� W1 O HV B LA D E IN ANY WAY TO SUR ANY INSTALCABON. FLORIDAORIDA OUILDII9V CODE(lion Thigh Velocity hurricane Zone ©2015 FA51ERN METAL SUPPLY, INC. y�GENSF r�9�r ,�. ® MA ��'✓ffV TM AccI����ordion Shutter System • �°a m m` ' KY..MADE#1 w/OR W/o Kv WINDOW RAX American Shutter SystemsDEscRmnaN DATE DRAWN E1Y: uL �;• `STATE OF �.= TILLIT TESTING & ENGINEERING COMPANY Assaoiationa InG. t OLD 11-192 4 •t{r„ GM N.W.38th.SE,Ste.30.5.NRGMIA GARDENS,FLORNA Jai /73/15 GATE: 4/13/15 Phone:(305)871-1530.Fax:(305)B71-1531 4268 WestroadsFL Drive West Palm Beach. x '- � o nmwE titeoo@aotmm DRAWING No �j 33407 a cSS/ E�`rtt EB—G06719 9 ONAI. t WALTER A.0 NLLR Jr.P.E. 4 15-0:35 P.E. Sftjj� FLORIDA U.g 44167 sSHBG-OF 0 IS SEE END WALL CON ECTIONAI 19 SEES OTES ON LOCKING RODS®,HV LOCKS ar OUT 9D IN EX Si1NG GLASS INSTALLATIONS 1 1 HV N E�NATE MAIL F I®YNJ�FOR ALL BLADE HV CENTERMATES —MATES APPUCAMON WITH BLADED ®R SEE END WALL CONNECTION EXISTING GLASS " I «O«QUO«O«1$aR _ O+� —/ --------- ------ ----------------_.----- 2'x2"xt/6•x0'-2' � I 3 1/4- 7^ —— 6 1/2" 7 (6063-16 ALLOY)ALUM. OPPOSING SYMMETRYCAL ANGLE W/(2)1/4'0 TAPGON I ,/2" oR©+ ANCHORS TO CONCRETE CENTERMATES CENTERMATES (TOP/BOTTOM)& f lox3/4"S.M.S.® 12" MIN. SEPARATION (4)#10x1/2-&M.5.TO TUBE I O.C.FULL LENGHT. W� HV LOCK o or 1205) W/ HV LOCK o 2 TO GLASS AT EACH ANGLE(TYP) 3 * 3 (SEE SCHEDULE N 5 NN ON SHEET 11) ------ ---- ------ 5 0 9D• O ' OUT ® ° * HVC HVA HVB @°fl®�©+@-@.( 0+©3oR POURED CONCRETE OR ©µ©�©+© �EMSRNG GLASS CONCRETE BLOCK WALL (VOR 10* 5 3 ow REau m l————————— «� — — — IXISnNG 5«®aR� ©ml SYMMETRICAL M--- IN s 7 * °R MIN. ESES PARATION--- cvss $ +®aR Q+�3 aR 19«Q �__N CENTERMATES 6 Ta G 5 —J GL SS m * « $aR 1 + $aR 8 « 7 (SEE SCHEDULE —�— — © ®-- * W/ HV LOCK Lob QN�TEHTOR) ®«®aRO9+©aR19+� ON SHEET 11) MIN.SEPARATION TO GLASS I N ®n OR©« (SEE SCHEDULE INTERIOR) ON SHEEP 11) . (INTERIOR); _—_—_—_ _—_—_—_ —_—_------ Q U T CONCRETE a .� ANCHORS —� -- 3 VARUS 3 (%�(jJk 90 * a' ® �% w ® UT 6 1/2"MAX.SLACK *OUT TER(EXIOR) HVE HVF** HVD FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 1\I\111111111111", ©2015 EASTERN METAL SUPPLY. INC. TI(f/r� -.,,, BERTHA II VTM P' E:N Accordion Shutter System'z_ 0L E C® IIIlic. ® ® a H,V.®.ADE#1 W/OR WAO KV WINDM MADE TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems EY.N DESCRB'TION' DATE DRAWN BY: ALL 8343 N.W.36th.SL,Ste.J0.4,MRCMN GAROINS.FLORDA JJ7fi Association. Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 -a'• STATE OF = 4268 Westroads Drive z •, %gip Phone:(305)871-1530,Fax:(305)07,-153, DRAWING No Onn. FL IOp``•'\\�'� .-.oil:ult. West Palm Beach, FL 33407 3 GC 'i''�7F`-0... ....(``�;`, WFLIERA.A Un #'44167 5 SHEET o85 P.E. j &A4``�'I CDATE 6 8 OF 20 POURED CONCRETE POURED CONCRETE POURED CONCRETE POURED CONCRETE OR OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL OR CONCRETE REQUIRED -BLOCK WALL REQUIRED BLOCK WALL REQUIRED BLOCK WALL REQUIRED /__DQSRNG GLASS EXISTING GLASS CONCRETE ANCHOR EXISTING GLASS —r—- 2'MIN EXIS TING GLASS T J 2"MIN. — IAN.SEPARATION r— 1• —— -� TO GLASS(SEE MIN.SEPARATION SCHEDULE ON SHEET MIN.SEPARATION I MIN.SEPARATION EO ' EQ TO GLASS(SEE 11 FOR RACE QNm TO GLASS(SEE TO GLASS(SFE I I SCHEDULE ON SHEET 1/16'x3"MAX. ON SHEET 19 FOR SCHEDULE SHEET I, SCHEDULE ON SHEET 11 FOR BLADE 10AM 11 FOR RADE©Alm (r063-T6 CONT. BIADES0&® ON SHEET 19 FOR 1/2• 1 BLADE FDOR ON SHEET 19 FOR ALUM.CLOSER (LOCATE AT i BLADES Q& ' EEA06 EITHER SIDE 1 ®AOFS�&Q� PLATE. (LOCATE 7/2 T—� 0& OF Q) AT EITHER SIDE MIN X 1/2'MIN. . OF®) I 4 USE 1'OR 2'MAX. (LOxiM 1 S.M.S. ow #1 Ox1/2"S.M.S. I _—_-- (AS APPUCABLE)x2•x1/8'x0'-2' 1 --_-- ® 18"O.C. ®16'O.C. _---- 4 , / ALUMINUM CLIP)AT IDHEIGHT ` 6063-T6 ALLOY (1) 610x1/2"S.M.S.TO 0& 4 \ ' (2)1/4'0 TAPCONS ANCHORS r0 WALL AT 1'O.C.(LOCATE AT SIDE CONNECTION 1 OR ® EITHER SIDE OF®) OR SEE DETAIL X FO Z10 ®♦ SEE DETAIL X FOR 1 OR'& TO TRACKS SEE DETAIL X FO ¢ SIDE CONNECTION 00 0-0.0-0m 0•®m SIDE CONNECTION ©m®"©'Om® 10•®" 1o.®m ra TTucKs m m s.7 ma a.®m to•®m®•�©'©m TO TRACKS 1o•®m©•®°°©•©m ©O;f�a©©O ®m ©O�©mp p•®°< © ��®m© � ®m 6.07 •©m©•0•@a 80.®°°®'®m1®.®°°� �•®°"09'®"'0`0 m0.0 ®°P0`0 t7"® Q8•®m®•®mi®.®m®•® END CONNECTION DETAIL Q1 END CONNECTION DETAIL® END CONNECTION DETAIL 03 END CONNECTION DETAIL 46 REQUIRED ONLY FOR SPANS GREATER THAN 12'-0- POURED CONCRETE OR G � � DUSTING GLASS CONCRETE BLOCK WALL GLASS 4 REQUIRED ( MIN.SEPARATIINi #7 0 1 S.M. TO GLASS(SEE ® 16" ,C. MW.SEPARATION Y 5 ------ -_ CN SHEET 11FOR ERADE RANO CONC 1/2'MIN. GLASS SEE D ------------ 6 OR®OR�OR ON SHEET 19 FOR ANCHOR® 11 FOR BON OA FR BLADES Q)&G) 12'O.C. xj ON SHE 0& 4 ----- --_____ 1 OR 1' OR1 OR1 Eq I� MIN. _1/2'MIN. _ ----- EQ 2'MIN. ♦ SEE LIMITATIONS OF USE FOR 5 BLADE to ON SHEET 19 @OR130R(qOR(0OR(g VIEW Y 1 OR (° PLAN (iI OR ®° ®m®m©.gym® to.®« DETAIL X POURED CONCRETE OR ®m©•O7 m©m10•®® TION CONCRETE BLOCK WALL 10�®m©•0®®�©m 10•®"Q•�©`®'+ REQUIRED ©•O•®m©•O•®°a n HV BLADE OR I HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAILQ END CONNECTION DETAIL 6 ®•®m®•®°�`O m®® FLORIDA BUILDING CODE Mon High Velocity Hurricane Zone 2015 EASTERN METAL SUPPLY,INC. ����'' �cENs :`'� BERTHA HV®TM ® � ®Smow® accordion Shutter System H.V.BLADE#1 W/OR WAO KV.WINDOW MADE American Shutter SystemsLv.N DFsa IPnDN DATE DRAWN BY: M.L c TILLIT TESTING & ENGINEERING COMPANY STATE OF �� 6155 N.W.36th.SL,St..Sas,WICAISA GARDOa FLDMM 33TV Association, Inc. 1 OLD 11-792 4/13/15 DATE 4/73/15 Ph :(305)871-1530.Fox:(305)871-1531 4268 Westraads Drive 2 one DRAWING No ®tatDe 91.�m West Palm Beach, FL 33407 3 15-085 '''��.ss/ONALE�;C��``` WALTER A.ntur Jr.P.E.P.E. Nitl7g1SiV'ARE�DATE FLORIDA U.@ 4°167 6 SHEET OF 20 SCHEDULE #1 SCHEDULE #2 SCHEDULE #3 MAXIMUM SHUTTER SPAN'" "L+" OR "L—" MAXIMUM SHUTTER SPAN* "L+" MAXIMUM SHUTTER SPAN*"L+' * NOTES: (ft.). FOR INSTALLATIONS W/ SYMMETRICAL OR "L—" (ft.) FOR OR "L—" (ft.) INSTALLATIONS 1NSrI 1 A71Qb 1 Ft FNo CENTERMATES.® &® or or INSTALLATIONS W/PTERNGy� CONCRETE& WOOD (1) L+:MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE N.V. LOCK ® or ®or or & 8( W/ONE HV LOCKS MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. HD LOCK IS W/ NO LOCKING RODS or ONE FM LOCK or®or® L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMATES & W ONE HV "T" W/ NO LOCKING RODS OR W/ NO LOCKING WALL A, B, O, D, E. M, N, . P. Q, A.S.D. DESIGN PRESSURE RATING. LOCK® W/1W®OCK® ODS®TOP & (SEE NOTES t.tt)® ODS MOUNTING F, K & L R, S, & V. BOTTOM SEE LOCKING R t,YF (VALID FOR OUNITNG N FLOOR CEILING (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR /�, SHEET 7) / G. H, I, 11, J T, U, W & X WALL MOUNTINGS (TCP/BOTTOM) OR FLOOR/CEILING: UMUM CONCRETE&WOOD INSTAU.ARONS V CONCRETE&WOOD CONCRETE MOUNTING & M A.S.D..DE GN Aso°uma O As.o oscN INSTALLATIONS GIVEN A POSITIVE AS.O. DESIGN PRESSURE RATING, PRESSURE WALL MOUNTING FLOOR/CEILWG P URE WALL MOUNTING PRESSURE DETERMINE MAXIMUM SPAN "L+"FROM SCHEDULE. Rn1Ne MOUNTING ROWG & RATING FLOOR/CEIUNG MOUNTING GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING, (w.) (pal.) FLOOR/CEILING MOUNTING (v.atJ OR (+OR-) (+oR-) FLOOR ALL MOUNTING pL DETERMINE MAXIMUM SPAN "L-" FROM SCHEDULE. L+ (8) L-(ft) L+ (R) L-(R) L+ (ft) L-(ft) L+ (R) L-(R) V MAXIMUM SHUTTER SPAN "L+"OR "L-"FOR 30 OR LES 16'-0" 16'-0' 16'-0" 16'-0" 30 16'-0' 16'-0' 30 i6'-O' 16•_0" INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 105 psf.AS.D.DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN 'L+'AND 'L-". 35 14'-10' 1,V-10" 15'-2' 16'-O" 35 14'-10" 14'-10" -35 15-2" i6'-10' 40 13'-t0" 13'-10" 14'-2' 15-2" 40 13'-10" 13'-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#3 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/COLING MOUNTINGS: 55 11'-10" 11'-10" 12'-1" 12'-11' 55 11'-10" 11'-10" 55 11'-1" 11'_11" SHALL BE AS INDICATED ON MANDATORY CONDITION #2 FOR A GIVEN POSITIVEA.S.D. DESIGN PRESSURE 60 11"-4" 11'-4' 11'-7" 12'-4" 60 11'-4' 11'-4' 60 10'-2" 10'-11" NOTE 85,SHEET 5. RATING: 65 10'-10" 10'-10' 11'-1" 11'-11" 65 10'-10" 10'-10" 65 9'-5" 10'-1" DETERMINE:, L1+=MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'-6" 10'-6' 10'-9' 11'-5" 70 10'-6" 10'-6' 70 8'-9" 9-4' L2+=MAX. SPAN FOR FLOOR/CEILING MOUNTING 75 10'-1" 10'-1' 10'-4" 11'-1" 75 10'-1' 1O'-1' 75 - 8,-q'_j t tEXCEPT THAT MAXIMUM SHUTTER SPAN"L+OR INSTALLATIONS. 80 9'-10" 91-10" 10'-0" 10'-9' 80 9'-10" W-10' "L-"AND MAXIMUM A.S.D.DESING PRESSURE RATING FCR FOR A GIVEN NEGATIVE AS.D.DESIGN PRESSURE 85 9'-6" 9'-6" 9'-9' 10'-5" 85 9'-6' W-6" INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING: 90 9'-3" 9'-3" 9'v"' 10'-1' 90 9'-3" 9'-3" SHALL BE LIMITED AS FOLLOWS: DETERMINE 95 9'-0" 8"-9" 9'-2' 9'-10' 95 9'-0" 8'-9" 1- CONNECTIONS TO KEYSTONE MOUNTING Lt-= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 100 8'-9' 8'-4" 9'-0" 9'-7' 100 8'-9' B'-4' LIMITED TO +64,72 p.s.f. AND 8"-0" SPAN, SEE L2-=MAX. SPAN FOR FLOOR/COLING MOUNTING MOUNTING MOON SHEET 7. INSTALLATIONS. 105 tW-5" " 8'-9" W-4" 105 8'-7' 7'-11" 110 8'-7" 9,-2" 110 8'-4" 7'-7" FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 8'-2" r-3' SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN "L1+","L2+", "Lt-"AND'L2-" 120 ' 8'-2" 8"-9 1.20 8'-0' 6'-11' 125 7'-10" 6'-8" ALLOWABLE SPAN GO TO OAND C NEGATIVE AHEDULE .S.D. DESIGN FINAL �IMUM 130 7'-10' 8'-1' 130 7'-B' 6'-S" PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-9' 7'-9" 135 7'-7" 6'-r WIND ZONE MINIMUM SPACING. 140 7'-7" 7'-6" 140 7'-1" s-n' •• ASTM E-1996 SEPARATION 145 7'-3' 1 V-9" 7'-5" 7'-3" 145 7'-3" 5'-9" TO GLASS 150 7'-2" 5-.7" 7'-4" 7'-0' 150 7'-2" 1'-7- 155 7'-0' 5'-S" 7'-2' 6'-9" 155 7'-D" 5'�" 1 THRU 3 160 V-11" S-2" 7'-1' 6'-7" 160 1 W-11" 5'-2- 165 6'-10" 5-1" 7'-0' 6'-4' 165 6'-10" 5.-1' 170 6'-9' 4'-11" 6'-11' 6'-2" 170 6'-9" 4'-11" 175 6'-7" 4'-9" 6'-9' 6'-0". 175 6'-7" 4'-9" 180 6'-6" 4'-8" 6'-8" 5'-10' 180 6',-6" 4'-8" O BLADE 185 6"-5' 4'-6' 6'-7' 5'-8" 185 6'-5" 4'-6" 190 6'-4" 4'-5" 6'-6" 5"-6" 190 6'-4" 4'-5" 195 6'-3' 4'-3' 6'-5.' 5"-5" 195 6'-3' 4'-3" 200I V-2" 1 W-4" 5"-3' 200 6'-2" 4'-2" 205 s'-1' 4'-1" 6'-3' 5'-1" 205 1 6'-1' 4'-1" FLORIDA BUILDING CODE(Ron High Velocity Hurricane Zone 171111t1111111FTf, ©2015 EASTERN METAL SUPPLY, INC. BERTHA H l71 TM ® etl�� �� � ® � Accordion Shutter System ITV.MADE#1 W/OR W/O ITV.WINDOW MADE g = American Sbutter Systems EV.N gESCRIPIION DATE DRAWN BY:MMLY.LG. 2 TILLIT TESTING & ENGINEERING COMPANY 11 6355 N.W.361h.St,Ste.305.VIRGINIA GARDENS,FLORIDA 3316 A�OCiOtlOrl* Inc. t OLD 11-192 4/13/15 DATE:- 4/13/15 i Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 DRAWING No �kr a .D:U1te�a®.0- West Palm Beach, FL 33407 s O,� •.FCORI�p �C���: WALTER aDiiluila.P.E 4 15-085 �� FLORIDA U.0 44167 5 SHEET �'�,/ ' (��IG17�E/DATE s 11 OF 20 u:.l u a :1 • 1 r .�1 1: \hl� ri:.. •..111�: :. 1 t_. : .;ll/ sls ::.r : •i:q.'/�r ^.� illa !/"r r: r� :3! r: Rfi :�1 �� • �.�..: :t!�, a W; t it . . 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SCHEDULE FOR A GNEN MAX, SHUTTER SPAN, SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (SEE MOUNTINGS 1:G,&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED CoNCRIavoolg7tE7E mm POURED CONCRETE (A) TO EXISTING POURED CONCRETE.(Mtn.f'c e 3 ksi) wwMwe QE WALL SILL MOUNTING ©CEILING MOUNTING O FLOOR MOUNTING - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILOEX.(Min.f'C=3 ksi) SPAN ANCHORS SPACING LEGEND - 1/4'0 x 3/4"ALL POINTS SOLID-SEr ANCHORS,AS DismiBUIFD BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY.(Min.f'c=3 k.1) (B) kS&D®MMM NMIWE PIiF19AE RAIM W AM DESIGN NFDVFff 1D16(Wi) DESIGN MMUNE PMMI[RE MW - 1/4"0 BLUE TAP CONCRETE ANCHORS W/CAF'AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,ING.(Min.VC=2 ksi) 30.F401 60 75 90 720 160 205 30 140 60 75 1 60 205 30 40 60 75 190 120 160 205 TAPCON OR - 1/4"0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 14 72 t0 9 8 8 6 55 14 12 t0 9 8 e 8 14 72 to 9 8 8 s 8 TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 3Y-0" 14 12 10 s 8 8 8 6 14 12 10 9 8 a 6 6 14 12 10 9 a 8 6 6 THRFAOFORM TECHNOLOGY ALL POINTS SOLID-SER (MO• r. 3 W,) DR 14 12 110 Is 8 8 6 6 14 12 10 9 8 B 6 6 14 12 70 9 B 8 6 5 BLUE TAP-W/CPP NOTES: tp 12 10 9 8 8 8 7 14 12 10 9 8 8 6 6 /4 72 10 9 8 8 6 6 A1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THRFADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 12 10 9 B 7 55 35 14 12 10, 9 a a s s t4 12 10 9 8 8 6 6 TAPPER+ ANCHORS IS 1 3/4",AND FOR BLUE TAP W/CAP ANCHORS 15 1 1/2 4•-0' 14. t2 10 0 8 8 B 6 14 12 10 9 8 8 6 6 14 12 10 9 e 8 6 5.5 14 12 10 9 8 8 s 4 14 1z 10 9 8 B s 45 14 12 t0 9 8 e .4 3.5 A2)MINIMUM EMBEDMENT OF 1/470 x 3/4"ALL POINTS STUD-SET ANCHORS SWW.BE'7/8"INTO THE POURED CONCRETE.NO•E7ABEDMENT 14 12 10 9 8 8 6 4S 14 12 10 9 8 B 6 55 14 12 10 9 8 8 6 4S INTO STUCCO SHALL BE PERMITTED.1/419-20 SS.MACHINE SCREW USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO EXIST,AND 14 12 10 9 74 5.5 35 - 14 12 10 9 8 B B 5 14 12 10 9 B. 7 5S 4 ♦SEE N1.I�ATIONS OF USE FOR 1"MINIMUM FOR WALLS WITH NO STUCCO. 14 12 10 9 8 8 6 6 14 12 10 9 8 B 8 55 14 t2 10 9 0 8 6 4S 9V•DE 1 ON SHEEP 19 5'-0' 14 t2 10 9 8 7 4 - 14 12 10 9 8 6S 5 3.5 14 12 10 8 6.5 5 3.5 3 A3)IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING YAM OR FLOOR, 14 12 10 9 8 7S 4S - 14 12 10 9 8 a 6 45 14 12 10 9 8 6 4.5 3.75 ANCHORS SWILL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 95 7.516.5 4b - - 14 72 70 9 e 7S 65 4 14 12 10 s a 6 45 35 NOTES At)&A2)ABOVE.FOR INSTALLATIONS ON-VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 6'-O" 14 12 10 9 8 8 6 - 14 12 f0 9 8 8 6 5 14 12 10 9 8 65 •5 3b INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 14 V 10 9 7S 55 3 - 14 12 10 &5 7 55 4 3 14 12 8 6.5 5S 4 3 - t4 72 10 9 8 6 - - 14 12 10 9 B ES 5 3.75 14 12 f0 BS 8 5 4 - (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 14 12 8 6.515.5 3 - - 14 12 10 9 B BS 45 3.5 14 12 70 8 7 5 3S 3 - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER. 14 12 70 9 8 B - - 14 12 10 9 8 7 5 4 14 12 10 9 7S SS 4 3 - 1/4"0 x•3/4'ALL POINTS SOLID-SEr ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY. �'_Ov 14 12 10 8 65 4 - - 14 12 9 7.5 6 4b 3.5 - 14 108 7 5.5 4.5 3.5 - - - 1/4"0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 14 12 10 1�73 4 - - 14 12 10 9 7S 4 - 14 12 9 7 7.5 C5 - - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED 13Y ALL POINTS SCREW,BOLT&SPECIALTY 14 11 7 S - - 14 12 10 9 7 5S 4 - 14 12 9 7 6 45 3 _ COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. N4 12 10 &5 - - 14 12 10 9 4 - 14 12 10 8 65 5 3.5 - NOTES: 12 M5 3 - - 14 12 a &5 5S 4 3 - 2S 95 6 5 4 3 - - B.1)MINIMUM EMBEDMENT INTO CONCRETE BLACK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4"AND TAPCON to tz ss - - = 74 12 9.5 a Bs 5 - - 14 12 B a s.s 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1 13 9.5 6.55 - - 14 12 10 B 6S 5 - 14 12 8 6.5 5 4 9,_Dv 14 12 10 - - - 14 12 10 9 75 4.5 - - 14 12 BS 7 5.5 4 - - D2)MINIMUM EMBEDMENT OF 1/4"0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 115 7.5 - - - 14 T1 T 55 5 3.5 - - 11 8 SS :5 3S - - - 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 8 - - - 14 12 8.5 7 &5 4 - - 14 10.5 7 5S 6 4.5 - - (]LIST,AND 1"MINIMUM FOR WALLS WITH NO STUCCO. 11.5 115 55 - 14 12 9 7 6 45 - - 14 11 7 55 45 3.514 12 10 5 - - - 14 12 10 e'65 5 - - 14 12 8 6 5 4 - - B.3)IN CASE THAT PRECAST STONEY PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. 14 705 7 5 - - 13 9.5 6.5 5 4 3 - 10 75 5 4 3 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14117S - 14 IIS 9, 6 5 4 - 25 95 6 5 4 4 NOTES B.1)&B2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR OFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER_0.5 8 5 - 14 12 8 6S 55 4 - 13 10 6.5 5 4 3 FOR INSTALLATION INTO DFS WITH METAL SUDS SEE SHEET 20. -Ov2. 1.5 10 - - - 14 12 9- 7 6 AS'- - 74 -I- 7 5S 4.5 3SC ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF TILE ANCHOR'S MANUFACTURER. 259S 5 - 12 9 B 4S 4 3 9 7 45 3S 3 ()14 70 7 - - - 14 105 7 5.5 4S - - - 1.5 85 5S 4.5 .759.5 7 4.5 - 14 115 7.5 6 5 - - 12 9 s 4.5 4 - _ (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE (E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 12•_0" 14 12 1a - - - 14 12 8 6.5 55 - - - 13 10 6.5 5 4 - - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: III 8.5 4.5 I- - - - - 11 8 55 4 35 - - - a 6 4 3 - - - - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E D.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING 3.5 9,51 6 - 13 95 65 5 4 0.5 8 5 4 BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 6.5 - - 14 108 7 1 55 45 - 11 65 55 4S 35 - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE 13Y-Ov 14 12 - - - - - 14 175 7.5 6 5 - - - 12 9 6 45 4 - - - FACTOR 05 8 - - - - - - 10 75 5 4 3 - - - 7.5 5S 4 3 - - - - ACTUAL TAPCON WITH ADVANCED TAPPER+ - - - 1z s s 45 4 - - - e.s 7 5 a - - - - EDGE TAPCON ALL POINT SOLID SET BLUE TAP W/CAP - - - 13 ss s5 5 - - - - 05 7s 5 a - - - - 9 HV BLADE OR DICTANCE THREADFORM TECHNOLOGY MIN.SPACING 14•_0. 14 12 - - - - - - 14 10.5 7 55 - - - - 11 85 5.5 4,5 - - - - ED. MIN.SPACING-3" MIN.SPACING-3" MIN.SPACING-3 1/2' MIN,SPACING= 3' 3 3/4' 4" 10 75 - - - - - - 9 7 45 3.5 - - - - 7 5 3S 3 - - - - HV BLADE W POURED CONCRETE& PCp�SIE CONCRETE 13Dac F'OURm CONCRETE& POURED CONCRETE&POURED OCINamE GD1GfETE BTO( 1.5 5 - - - - - 7- 71 8 55 45 - - - - 9 B5 4S - - - - - CONCRETE BLOCK UK EDL-3 1/2'MN.ED.v21/Y CONCRETE BLOCK CONCRETE BLOCK lAFL�=3 1/2"IAN.E0.=2 1/Y 7.5 _ _ _ _ _ _ - 12 9 6 _ _ _ _ _ 8.5 7 4S - _ _ _ _ i V WINDOW MN ED.v3" MNL ED. 1/27 MN FA"3' 15'-0. 19 - - - - - - - 3.es . - - - - - us 5 3 = - -_ -_ - BLADE WORKING Ll %2' 1-D 051 10 o.7a t_o 0.67 0.84 1.010 - - 0.s a s - - 5.5 6 4 - _ _ _ _ IN UNISON® 2" o.7t ost 7 - - - - - - - 15 85 .5 - - - - - 9 65 4S - - - - - /4" - 0.91 - - _ 0.4316'-014 _ _ - _ _ _ 25 95 6 _ _ _ _ _ 707S 5 - - - - - 2' D.35 0.35 8 B 6 4 6 45 3 - _ _ _ _ 9.5 -I-I-I-11- - - 9.5 7 5 - - - - - 8 6 4 = _ _ _ = FLORIDA BUILDING CODE(Mon High Velocity HUrricane Zane ------------- TIL(/`''�., ©2015 EASTERN METAL SUPPLY, ING. ENSF' '� BERTHA H TM g C/a Accordion Shutter System 1 L b® INC. ® M&A 10 H.V.BLADE#1 W/OR W/O H.V. WINDOW MADE American Shutter Systems EV-U DESCRIPTION DATE DRAWN BY: M.L y r Cr; TILLIT TESTING & ENGINEERING COMPANY S 1ATC OF :�` 6355 NA 36th. L.St.3os.VNRGIN11 GARDENS,RAWDA 3316 AsSocia�ton. Inc. t OLD 1 t-792 4/73/75 DATE: 4/13/15 ............ Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 DRAWING No ``� rmoi®f1000ce®191•cum West Palm Beach, FL 33407 3 15-�85 /' SI O N hO,,\ FLT DAA.L c�44167E S P.E. 1EAt�5��TVATURE/DATE s SHEET OF 20 MAXIMUM ANCHOR* SPACING in. SCHEDUI k FOR A GIVEN M.ex• SHLnTER SPAN. A S D DESIGN NEGATIVE PRESSURE Re11NG AND A CORRESPONDING MOUNTING TYPE FOR CONCREIE OR CONCREIE BLOCK INSTAL ONS (SEE MOUNnNGS 1,J.K 8:L ON SHEET ED 7)- 1 WAIX OVERPOURCONCRETE POURED.CONCR CONCRETE.BLOCK IAAIBNUM & 1 1RFQJ RAINGUARD MOUNTING @WALL/FLOOR MOUNTING ©WALL/WALK OVER MOUNTING ANCHORS SPACING, LEGENTAPCON ORD �Rt ASA.DM 13TAM FRS4IRE MG W XSA DEEM NEPAThE RATM 6d,A.U.DEMN WAK PR6SSIIRE RUING W A.S.D DUM MM PRS51.EE PALING TAPCON WITH ADVANCED 30 40 60 175 190 120 160 205 30 40 60 75 19(TI20LD30 205 30 40 60 175 1 90 120 160 205 30 40160 75 90 120 160 205 THREADFORM TECHNOLOGY 14 12 10 9 8 8 6 6 12 12 12 12 12 85 6.5 7 7 7 7 7 7 7 5.5 5 5 5 5 5 5 5 5 ALL POINTS SOLID-SET 3'-0" 14 12 10 9 e s 6 6 12 12 12 12 12 12 9.5 7 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 R LESS 14 12 10 9 8 8 6 8 12 12 12 12 0.5 8 6 4S 7 7 '7 7 7 7 7 6.5 5 5 5 5 5 5 5 5 BLUE TAP 14 12 10 9 8 0 6 6 12 42 12 12 12 10 7S 0 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 TAPPER+ 14 12 10 9 8 8 6 B 12 12 12 72 I1.5 85 85 5 7 7 7 7 7 7 SS 4 S 5 5 5 5 5 4 4'-0' 14 12 10 9 8 8 6 5 12 12 12 12 12 BS 7 5.5 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 70 9 8 8 6 8 12 12 12 9S 8 6 4.5 35 7 7 7 7 7 7 6S 5 5 5 5 5 5 5 5 5 14 12' 10 9 8 8 6 6 12 72 72 12 10 75 5.5 4 7 7 7 7 7 7 7 5S 5 5 5 5 5 5 5 S 14 12 10 9 8 8 6 6 12 12 12 11 9 7 5 4 7 7 7 7 7 55 4 3 5 5 5 5 5 5 4 3 5�-0' 14 12 ID B 8 8 6 6 72 12 12 72 10 75 5.5 4 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 10 B 8 8 8 6 12 12 95 75 8 45 3S - 7 7 7 7 7 7 5 3.5 5 5 5 5 5 5 5 4 14. 72 10 9 8 B 6 6 12 12 12 95 8 6 44 - 7 7 7 7 7 7 5.5 4 5 5' 5 5 5 5 5 4 *SEE ANCHOR l4 I2 10 9. 8 8 s B 12 12 115 9 7S 5.5 4 3 7 7 7 7 7 4S 3S - 5 s S s s 45 35 - SPECIFlCA7IDNS la 12 10 4 B e 6 B 12 12 12 70 e 6 4.5 35 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 ON SHEET 13 14 12 10 9 B 8 8 6 72 12 8 8 5 4 3 7 7 7 7 7 5S 4 5 5 S 5 5 5 4 3 14 12 10 9 8 8 6 6 12 12 10 8 65 5 .75 - 7 7 7 7 7 6 4.5 - 5 5 5 'S 5 45 - 14 12 10 B 6 8 6 B 12 12 10 8 85 5 3.5 - 7 7 7 6S 5S 4 5 5 5 5 5 4 3 7•-0' 14 12 10 9 8 8 B 6 72 12 12 8.5 7 5 4 3 7 7 7 7 7 7 7 6 6 6 5 5 5 5 5 5 i-4L.12 10 9 8 8 6 6 12 10 6S, 5 4.5 3' 7 7 7 7 65 5. 3 5 5 5 5 5 5 35 3 14 12 10 9 8 B 6 8 72 12 85 7 5.5 - - 7 7 7 7 T 5 - - 5 5 5 5 5 5 4 14 12 10 9 8 8 6 - 12 12 85 7 5. 4 3 - 7 7 7 55 45 7 - - 5 5 5 5 4.5 3.5 - O VALID ONLY FOR UP ES +70, -75 PST A.S.D DESIGN PRESSURE D._ la 72 10 9 a a 6 -� 12 12 0.5 7.5 8 35 - _L__L 7 7 7 7 7 a s s s' s s s s 5 RATING & FOR SPANS PER 14 12 f0 9 8 8 6 - 12 9 6 45 4 3 - - 7 7 7 7 55 a - - 5 s S. 5 5 4 3 SCHEDULE /�3, SHEET 11 14 12 70 9 8 8 6 12 11 75 6 b .75 - 7 7 7 7.5 6 4'S - 5 5 5 5 5 4.5 - 74 12 10 9 8 8 - 12 15 7.5 0 5 3.5 - 7 7 e6 5 4 e 5 6 5 4 3 9•-0. 14 12 10 0 8 8 - - 12 12 9.5,8S 5S 4 3 - 7 7 7_2__L 7 8 3 5 5 $. 4_2_2_ 5 5 5 14 12 10 9 0 8 - DS 8 5 4 3.5 - 7 7 7 8 5 35 - 5 5 5f{ 12 10 9 B 8 - 12 10 65 5 4S - 7 7 7 8S 55 - 5 5 5 4 14 12 10 9 6 8 - .12 05 7 5S -05 35 - 7 7 SS 45 J5 - 5 5 JS10• '14 12 10 8 8 8 - - 12 11 85 6 5 35 - - 7 7 7 7 7 7 4S - 5 5 5 5 5 4S14 12 10 9 8 8 - 9S 7 4S 35 3 7 7 7 5.5 4S - 5 5 4S 3S14 12 10 9 8 8 - 12 9 6 5 4 7 7 7 6 5 5 5 5 14 12 10 9 8 8 - 12 95 6 9 4 3 7 7 5 4 3 5 5 35 - -0.14 12 10 9 8 8 - - 12 10 7 5.5 45 3.5 - - 7 7 7 7 7 7 3.5 - 5 S 5 5 '5 4 14 12 70 9 8 8 - - eS fi5 4 3S 3 - - - 7 7 7 5 4 - - - 5 5 4 3 - - uLA®E ®NLY 14 12 10 9 8 8 - - 11 8 55 4 - - - 7 7 7 5S 4S - - - b 5 .4.5,- ' 4S - /J n 14 12 10 9 6 - 15 85 5.5 4.6 35 - 7 7 4.5 3.5 - S 5 45 JS 3 12,-0'14 12 10 B 8 - - - 12 95 &S 5 4 3 - - 7 7 7 7 7 8 J - 5 5 5 5 5 514.5135 14 12 10 8 8 8 6 4 J 7 7 55 45 3S - 5 5 5 45 4 3 14 12 10 9 8 - 10 75 5 4 7 7 6 5 5 5 5 5 4 1.4 12 10 9 8 O5 8 5 4 35 - 7 6.5 45 J5 - 5 5 45 35 3 13•-D'74 12 10 9 8 - - - iS 6.5 8 4.S JS 3 - - 7 7 7 7 7 q5 - - 5 5 5 5 5 5 4.5 3S ib 12 10 9 8 7 SS 3S 3 7 7 5 4 3 5 5 B 4 3 14 12 10 9 8 9 7 .4.513.73.- 7 7 55 45 - 5 5 5 45 4 14 12 10 8 - - - - 10 7.5 5 4 3 7 6 4 3 5 5 4 3 14'-0'14 12 10 9 - - - - OS 6 5,5 4 3.5 - - - 7 7 7 7 7 4 - - 5 5 5 5 5 5 4 3 , 14 12 10 9 - 8S 5 3 7 7 5 3.5 - 5 5 5 4 14 12 10 9 - 8.5,6.5 4 7 7 5 4 5 5 5 4 14 12 10 - 0 7 45 3.5 3 7 5.5 35 - 5 5 3.5 3 1$•-0• 14 12 /0 - - - - - 10 7,5 5 4 3 - - - 7 7 7 7 7 3.5 - - 5 5 5 5 5 5 4 3 14 72 10 - 8 4.5 3 7 7 4S 3 5 5 4S Al 7 14 12 10 - - - - - B 6 4 - - - - - 7 7 5 - - - - 5 5 5 4 - - - 14 12 10 - - - - - 8.5 6S 4 3S - - - - 7 55 35 - - - - _ 5 5 35 - - - - - 16•-0'14 12 10 - - - - - 95 7 4S J5 3 - - - 7 7 7 7 6 3 - - 5 S S 5 5 4.5 3.5 - 14 12 10 - 814-513 7 85 4 5 5 4 13,51- 14 12 10 - - - - - 75 SS .75 - - - - - 7 7 .E,S - - - - - 5 5 a5 - - FLORIDA BUILDING CODE(ion Nigh velocity hurricane done A. T/����,�,, ©2015 EASTERN METAL SUPPLY,INC. BERTHA HVTm /7TI�- E C O i m� s Accordion Shutter System �7 H.V.BLADE#1 W/OR W/0 H.V.WINDOW BLADE !a/ r American Shutter Systems IEV.N DESCRIPnON DATE DRAWN BY: M.L. 7!! TILLIT TESTING & ENGINEERING COMPANY ='p7 Association, Inc, f OLD 11-192 4/13/15 DATE 4/13/15 •, STATE OF .• ��N.W.3816.St,Ste.303,VIRGPGA GPAOFNS,FlDfl10A J310 0 P Phone;(3050)871-1530.Fan:(305)871-1531 4268 Westroods Drive 2 DRAWING No %,F •. RID Q \� -mail:4lteeo®aol.com West Palm Beach, FL 33407 3 ..........G��\�`�� WALTER A TLLIT1Jr.P.E. 4 9 5-085 I AL EI \\\\ FLORIDA Ua.8 44167 5 P.E. SEAtf"3RONAi I N DATE 6 SH E OF 20