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HomeMy WebLinkAboutProduct Approval is � r. yyaL 5 tt'�. $ hi�ySt2 g ��� � � Art?'$ !) �a a +,� �,°.u, k �;�f ��' SMA ks-� _ xr f fir znn a,aSA t s' Florida1)epartmentd BCIS Home I Login } User Registration Hot Topics ( Submit Surcharge i Stats&Facts j Publications FBC staff l BciS Site Map' Unks Search ; 3US,,nes. OUSER; product Approval yI aiessi� Public User RRegu{a�iQr� g latio Product Approval Menu>Product or Apolicatiffi Search>Aoolicatbn List>Application Detail BERM § . a _,F r 1, FL# Fi 389-R$ Application Type Code Version 2014 Application Status A roved Comments Archived ❑ Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetaLcom Authorized Signature Bill Feeley lrodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category =Accordion Subcategory Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Rl 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 iO Validation Checklist-Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ.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 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Summa ry 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.pd 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 psi FL389 R-8 AE A.S.S.A.INC. P.E.R. DRWG.15-086.odf 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'-11"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.ASO pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. _jWi Bertha HV Accordion Shutter-Blade Extruded aluminum Interlocking blades retained by tracks i Only-(Non-HVHZ)-Drwg 15-085 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HZ:No F1389 R8 11 A.S.S.A.INC. DRWG.15-085.1)df Approved j..1&use Yes Created HVHZ.Yes Verified By:American Test Lab of South Florida Inc. s. Impact Re Is an Created by Independent Third Party:Yes Design Pressure:use Evaluation,Reports s 311, Other*Largemissile el'D'.Max.Span is 16'-0"for 30 FL389 R8 AE A.S.S.A.INC, P.E.R. DRWG. 15-085 HV.pdf p.s.f negative ASD load depending on centermates and Created by Independent Third Party:Yes locking rod configuration for the HVI blade,8'-0"for+64, -72 p.s.f.load for HV blade for Keystone mountings 7'-O"for +75,-75 p.s.f.for metals stud mountings and W-01'for 110 p.s.f.for HV1 and-HVIA working In unison.See sheets 7,11 and 20 respectively of installation drawings for other spans and pressures. 3893 Bertha HV Accordion Shutter- Extruded aluminum Interlocking blades retained by tracks I COMBO-(Non-HVHZ)-Drwg 15-084 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 11 A.S.S.A.INC. DRWG.15-084.r)df Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party.Yes Design Pressure.N/A Evaluation Reports Other:Large missile.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.pdf for Blade I and 18'-0"for Blade 2.See schedules on sheet Created by Independent Third Party:Yes 12,25 and 28 respectively Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:Qfjo-487-1824 The State of Florida Is an AA/EEO employer.Copyriaht 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 emalls 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- Credit Card Safe. GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMP.LANCE IN ACCORDANCE WITH THE 2014(51h EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONE$ DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED 13Y THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECRONNRY FACTOR Kd=0.85;USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(AS.D.)DESIGN PRESSURE RATINGS INDICATED ON.SHEETS 11 THIRD 15,19&20. IN ORDER TO VERIFY THE ABOVE CONWHON,'ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED 70.AS.D.DESIGN WIND LOADS - AREA.•1: HV SLAVES(D& �A BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX(AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. GENERAL NOTES SHEET 1 IN ORDER'TOVERIFY 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 21X37 SHEET'3 13E7RTHA 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 -HTV BLADE 0 90214.07-03,90715.01-03.#1004.01-05,91214.01-05, ®0317.02-06,90609.01-10 AND 90210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E=1866 AREA Q•.HV BLADE n AND H_V WINDOW BLADE (tAl_ AND E-1996 STANDARDS(MISSILE LEVE.D.WIND ZONES 1,2&3)&91220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE WERE AEPLIQwLFJ -HV WINDOW BLADE 0 90505.01-03 AS PER ASIA E-1885 AND E-1996(MISSILE LEVE.D,WIND ZONES 1,2.3)BASIC PROTECTION ONLY AND 9 D725.01-88 AS PER TAS 202 PROTOCOL TYPICAL$HITTER ELEVATION&NOTES.oN Locks $HEFT 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2.HV 13LADEQQ AND HV WINDOW BLADE '& 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 SHEEP 7 3.BERTHA H.V.ACCORDION PINS(AV SCREWS),USED'AT GUIDES KNUCKLE AND FOR DIRECT'MOUNT CONNECTION TO TRACKS SHALL BE 914x275"AND 914x1.75'R6PELTNE.Y,410-Hi MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS SIEEI SCREWS WITH135.0 ksi VELD STRENGTH AND 160 ksi IIIJSIIF STRENGTH.PINS SHALL BE COATED WITH BERIFRA FIV DACROSHIED COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEEP 9 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-76 ALLOY IS 3D.0 kel AND 35.7 k.1 FOR END CONNECTION DETAILS 1-6•CONCRETE/BLOCK SHEET 10 6005-T5 ALLOY. MAXIMUM SPAN TABLES SHEET-11 ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 318 AISI SERIES OR CORROSION RESISTANT COATED CARBON S1EEI.AS PER DIN 50018 WITH 50 ks7 MIN.HED STRENGTH AND 9,0 ksi MIN.TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR ANSI 304 OR 376 SER16 STAINLESS STEEL WITH 35 1sT MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET-15 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:W BLADE D: 12,13,14.15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 HV BLADE !)&® WORKING IN UNISON:12, 13&15 INSTALLATION DETAILS S-X.WOOD SHEET'17 •8.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 96'779,582. COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT 95'458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12&X,WOOD SHEEP 18 METAL A$UPPLY.INC. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUIER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK AREA 3: HIV WINDOW E31ADE hlA ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,T14RU FASTENING IN CONTINUOUS CONYACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH 7T MAST ENGAGE BEAR PERMOR ANENT K ALL HV AND HD LOCKSLABEL IN A VISIBLE . WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT.OR OTHERS,MUST PROPERLY CLOSE ALL HV AND HD AREA 4- HU WINDOW BLA.T) 'j ONLY 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE-LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.6.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTALLATION DETAILS,METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING 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 DY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13.(o)THIS P.ED.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;Le.WHERE THE SI7E CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT.BASED ON THIS P.ED.,PROVIDED HE/SHE 006 NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS TTHE CONTRACTOR'S RESPONSIBILITY. (C)THIS P.E.D.WILL BE CONSIDERED MAUD IF ALTERED BY ANY MEANS. OBTAIN PERMITS IN THE STATE OF FLORIDA (d)SRE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHRECT WHICH WILL BECOME THE ENGINEER OF RECORD(FOA)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.ED.ENGINEER SHAM SUBMIT TD THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.ED.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT HTTT71 FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone 2015 EASTERN METAL SUPPLY,INC. ` Accordion Shutter System e®rn C1919c. ® ® N7 m H,v.BL4D) #, w/at w/o Hv.N1rIDowyRADE American Shutter Systems 14 DMMI'RIOR DATE DRAWN 13P. PAL TIFITT TESTING &ENGINEERING COMPANY -�Q�, TF OF ..•'• � 6337 N.W.36A.SL.Sta.M.VIRGM CMDZ.T.OfMA 3116 Association, Inc. 1 OLD 11-192 4/13/15 DAT$ 4/13/15 Ph...:(305)871-1539.Paz:(305)871-1531 4268 Westroeds Drive z p e_ DRAWING No �1S�i••. ••�kr`� mAIl:5lteco4lOol.com West Polm Beech, FL 33407 a ,;�NAL PSA WALTER WALTER A.TUU Jr.P.E. 4 7 5085 P'.E SEALfby9�SdiTURE/DATE FLORIDA U..9 44167 s SHEEP s. 9 .OF20 .. FOR WINDOW BLADE m --+t4:85°o7•"•_,. ?\':L.Y'�r` aQ'a• Sn 44o30998I 95"" 1 oVAR.IE S 1.491' 00 -Ile a Op . M01 a w .375" h o HV SOLID BLADE ®W_V UNIVERSA! FLOATER a OS HV' 90•/180• STARTER CO 7g ° QUALIFIED FOR USE W/ QUALIFIED FOR USE'W/ HV BLADE 1O ®WV DIRECT MOUNT HV BLADE I 1� WV WINDOW BLADE* 6005-TS ALLOY AND TEMPER QUALIFIED FOR USE W/ HV -6 ALLOY AND TEMPER *SEE LIMITATIONS OF USE OF BLADE®ON SHEET 19 6063-T6 AL OY AND TEMPER 6063-T6 ALLOY AND TEMPER 3.226' 1500' Za' O85' 670" �� (7Yp_) x•, h 2.670' .670 356 2.226" M .994° .67 1.000' r O 072' a 842 4.897' o n N � 4o2rae � 15' .092 0.072' 0.0 2' (2)HV ADJ. ADAPTER W/LIP 4.436" 1.375• 3.228' QUALIFIED FOR USE. W/ HV ®HV WALK-OVER TRACK s20 O6 HV ADJ. F!'0 TRAC BLADE N QUALIFIED FOR USE W/ HV O HV TRENCH TRACK -� 6063-T6 ALLOY AND TEMPER '3750° QUALIFIED FOR USE W/ HV BLADE1 QUALIFIED FOR USE W/ FN BLADE 1 6063-T6 ALLOY AA TEMPER BLADE OI ONLY. 1® HV RAINGUARD 6063-T6 ALLOY ANDD TEMPER "' VARIES ;.� 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/HV N 1' 1.915" c 1936" BLA 1917' Mox. VARIES 1936" a- D TEMPER 083° 083' m .083" _!I-, .083° .093• .093'o in a •ci .069' ,p d • - 060" ^! m .069' o iO 870 N .093" .093-1, 2\ A .060" _ • 2\ 670 3520" S O'- 3.529" .2 11 HV CEILING HEADER 1® HV HEAD/ER�SIU_ 13 HD CEIl1N0 14EADERfS1LL Q LIFlEO FOR USE,!/ HV BLADE(1l ONLY QUALIFIEDo633RT6 AL OY AND BLADE RC, gUA JFIED FOR USE W/ HV BLADE Q 14 HD WALL HEADER/SILL SEE SECTIONS FOR VALIDITY' SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/HV 6063-T6 ALLOY AND 6063-T6 ALLOY AND TEMPER BLADE OI ONLY. AND COMPONENT A B T1 T2 X Y L 2" 2' 0.125' Q 2' 5"MAX. 1/8' 1/8" 3" 1 3" 0.090° 18 2" 5'MAX. 0.192" 0.192' fqu4L ALUMINUM....ANGLES . 19 2.5" 7'MAX. 0.19°• 0.190' D) CORNERPOQUALIFIED FOR'USE W/HV QUALIFIED FO USE W BLADE 1 D TEMPER 6063-T6A AND TEMPER IS 2" 5'MAX. 0.139" 0.131" 6063-T6 ALLO FLORIDA BUILDING CODE(Non Higt1 Velocity Hurricane Zone ``\\\•\�\� P• ,,G ©2015 EASTERN METAL SUPPLY,INC. . .AAccordion Shutter System *= KV �#1 W/CR W10 H.Y.WINDOW SAM TILLR TESTING & ENGINEERING COMPANY American Shutfier Systems ty_x OFSCRFHGN DATE DRAWN BY: M.L. STATE DF :V.cZ_= 6355 N.W.36ft SL.Stc.305,WR61NIA CAROENS,FLORIDA 3316 ASSOC1QtI00. Inc. 1 OLD 11-192 4/13/IS oA76 4/13/15 ,-�- Phw.:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive z ��p• �CQR1v` C��� o-m.II:b1t.. .W.Wm West Palm Beach. FL 33407 s DRAWING No .., ............`\ ,�� EB-00067.9 15-085 NA,•�\�\�\\ WALTER A 11LUr Jr.P.E. 4 SHEET P.E. SY�Ai2�rEdGt+ YURE/DA E FLORIDA Ll.g 44167 6 s 2 OF 20 m ? 4.576I_". ba G m a4.68o0OOr ac_ ryp -929' /4'-20 IE iCAST 2.293" 5" 2.293" 9.334READIED AIco ElSIU-S W � 71H/n4FED D16 2 TY•) H05CA1RS0T' FNM;L IAN, ANTED R NO& .06 ! FSS T URN .3182 T A NS &KEYS E (CHROME PLATED)PLACED)TA-101-1 21 HV CENTERMATE ,yy�� s o., os 1.325' V OC HV EGRESS LOCK QUALIFIED FOR USE W HV BLADE_Q& ��J HV LO TE - 6063-T8.AL/ OU ED FOR USE W/ HV BLADE T & T ONLY m S 3.623' 676" QUALIFIED FOR USE W QUALIFIED OR USE W/ HV 6063-T6 ALLOY AND TEMPER 23 HV CORNER CENTERMATE ONLY. Q ALIFIED FOR USE W/ HV BLADE01 ONLY 250"O.D. 2.67x" 6063-T6 ALLOY AND TEMPER PLASTIC"FAD o 1.756" .922• 2• MOLDEDCR n m n 4.095' IV 2:079' .1.753" lm ti 60'AFTER RIVETING • la a 0 0 '625' BEFORE RIVETING N Y' O M 1/4".@-20 x 3/4" m N C f` n M m S.S. THUMBSCREW a/4"x-20 RIVNUi'a :o SERIES 9444 ALUMINUM(2024-T3 AL ON)LARGE FLANGE 7HIN I�I '- • I�—� --I m m m .az2' SHMT fRhSERF.PARS$OS20,AS MANUFACTURED 8r AVDEL PLAN `1 FRONT FIEVAYION HV MALE "T" LOCK CENTERMAT€ 4.ss6" " " CHQtRY IEXfORN,PNLAPPENI;NEW JERSEY 07054 OR fOUAL LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/HV BLADE 10ONLY ® HV FEMALE "I" LOCK CENTERMATE ® HV T LOCK � FEV ALTERNATIVE_ LOCK 6063-T6 ALLOY AND TEMPER (1 QUALIFIED FOR USE QUALIFIED FQR USE W/ HV QUALIFIED FOR USE W/ HV BLADEOONLY QUALIFIED 6O FOR U W/ALLOY Hi1N0 LAVLADDEJ)ONLY W/HV BLADE(1 ONLY. BLADEQt ONLY. 6063-TG ALLOY AND TEMPER ER- 1.917 1917• 5° 3.161 o f° m •T m A 3'32 D 7HUM6IURN .063" 2 1 CYLNDER OR .214• _a63 2' m KEY CYLINDER to 214' ,545' n H - 0.875'Min. 31 HD CENTER O LO O ® .ao o S o N m 7 .t z5'Atex HD AE m IGROD am 16 o0 0 m QUALIFIED FOR USE W/ FIV BLADE T & A QUALIFIED FOR USE W/HV BLADE Q1)& 1A 6063-T6 ALLOY AND TEMPER ®3 HD CENTERMATE'S_INSERT •804 - 6063-T6 ALLOY AND TEMPER m W VARIES,12"MIN, QUALIFIED FOR USE W/_HV BLADE 1Q&0 1/4'9-20 SS.01t J/6'0-i6 1.130" 6063-T6 ALLOY AND TEMPER THUM6FURN ACLTAL iHUNBS0REW9� t1/2" CYLINDER (SFE DEV-? 7JII ���T DO OR KEY *15* 1S7 Min, CYLINDER 1.76'Mnx. LOCKING ROD D W 1/a"m ® HD LOCK UALIFTEO FOR USE W/ HV 6 " 063-T6 A MPER © HV 3 8 0-16 ACETAL ® HV 1l4 —Z-0 AISI 30 BY REGENT HARDWARE MORTISE LACKS SERIES 2333 HOOK BOLT LOCK. 0INSTALLATION WILL REQUIRE A 7/16" HOLE MLUMBSCREWS SERIES S_S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADED& DRILLED AT TRACKS FOR PROPER EMBEDMENT / BLADE ,, QUALIFIED FOR USE W/HV BLADED FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 2015 FASIEHN METAL SUPPLY.INC. .. ........... F'/� BERTHA HVTM Now Avft IL E =im,- ® ® Accordion Shutter System i�te ® eA11 iJ8 H.V.RADE#1 W/OR W/O H,V.WNM MADE American Shutter Systems MV.No DESCR>PnDN DATE ORM BY. ILL TICCIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4/13/15 DAIC 4/1$/15 6355 N.W.36M.6U,StC.305,VIRGINIA CAROF.tJS,R.OFfmA 3316 %•�•' F1^O—•=m 1 �c Phone:(305)871-1530.Fox:(305)671-1531 4268 Westroads Drive 2 DRAWING No '�,��L`'•• l�C�0e-mol:WtecoftoLcom West Palm Beach. FL 33407 3 w-ODO6719 15-085 WALTER A.TILLT Jr.P.E 4 F/TN111U1111 FLORIDA U..#44167 5 SHEET P-E. SEAL/SIGNATURE/DATE s 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR FIV HV 3/e"0 O41 4D 38 1121TO DE. PCE to .1875' T HV BLADE 1 82Y to I J W WINDOW BLADE .0625' t0ON Y A625 .625' ® FIV BLADE lA � �°noN x_x 3® HV LONG RECESSED NYLON BUSHING r I „�� ��E "0 OPENIN 0625 '1875 Y V 0.06 39 HV SHORT RECESSED NYLON, BUSHING t(D mP) FIV M10N HAT WASHER cR1.750pW WHEEL CARRIAGE AISI 302-303 SERIES 1 4 40 B °R / 3 50" �/oz s°' X E 0.870'k3/18"THICK NYLON WHEEL I ® N 2 71W Mw. HV WINDOW 0.188"0 AISI 302 SERIES S.S. RNEIS I 1���31570 C� oso SEPAWON 3.7500' ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD °BLADE �� 06 " 0929' * EXTERIOR 1� eo OPENINGS ON c aha ° ®3 HV 2 3/4"ACCORDION PIN W/ #8 HEAD y 71} Ips 41 47�" 14 i"I •7 c1.EA/R4" WEIOR°a.vnn°N ® POLYCARBONATE IMPACT RESISTANT HV WINDOW i j 1 SEMEN TYPICAL W WINDOW BLADE EtA1 AND j (DORj ! V! ,(p i 3® or ®3 N.T.S. flIPOLYCARBONATE HV WINDOW DETAIL ® (SEE NOTE FOR REQUIREMENTS) 1O OR ® I *POLYCARBONATE IMPACT RESISTANT HV WINDOW I BAYER MAKROLON 3103 POLYCARBONATE ^ ME RESINS, W-STABILIZED 103 RESIN GRADE OR SABIC * HV PIN REQUIREMENTS AT EXTERIOR-BLADE KNUCKLE FOR Y 1 fz^MW c To BLADE B M INNOVATIVE PLASTIC LEXAN Fit/. r� t OR i I (SEE NOTE "F" ON SHEET 19). o (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR 3 NE+� BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV1Q OR _._ [,! POLYCARBONATE SOURCES FOR 44 HV @ BLADE. I EXTERIOR TYPICAL SHUTTER ASSEMBLY , +��� �L* �93 TMAL PROPIUM STANDARD (2) HV PIN ® MAY BE USED IN LIEU OF®AND ONLY A NTS ?HV PIN®2 EXTER AT REITRUICE EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ W(j) Dos2a" BLADE'S KNUCKLE rSrcsrA1 BLADE WHEN CORRESPONDING TO INSTALLATION "ll", SHEET 7. 3 (SEE NOTE*FOR ST'OM GRAVITY Asa+0792 CM43 a/fo 01043 Mt' .04tT' ® REQUIREMENT'S) ldB39f0m TYP. TUMLE YIELD SFFaGN ASM DGTD SAW Pai. 9ADD Pal (3) HV PIN ®OR 43 W/ 1/2" O.D. 1/16" THICK S.S. WASHER ® i FLMRAL STMQ+ MD D ASTM D790 14300". IM OO Fla FILIM .MODIaDS ASM 0790 310.000w"i 315.900 P.;, SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 8� ti L IMPACT, SHEET O -�� I NOIRIED 1200 ASM D250 IS Fr-Or,'. 17 FhID! W EE C R OF D L sAoxE DENsnr ASM D28/3 47.2% 015 x MAx ASSEMBLY LAYOUT RATE OF SURMG ASHY Don C-1 CLASS C-1 CLASS N.T.S. SELF IGxOR1N ASM-010 100 T 0w'F ASM GISS . - TENSILE 51f1rAG1R AFfE7t ASRI 078 93°2Pw. 6690 Pal. Cid HV BLADE SOLID 8e HV WINDOW BLADE DETAILS ASTM ISIS 6/61 P'1 MwP.L N-T.S. --'—' FLORIDA BLAMING CODE(Mon High 'Velocity Hurricane Zone A,���A�I�� ©2015 EAsTERM METAL SUPPLY•INC. BERTHA HVTM Accordion Shutter System e 77 ® ®. ® H.V.BIA)E#1 W/OR W/O H.V.WINDOW DAE '' American Shutter Systems TILUT TESTING & ENGINEERING COMPANY LTr. pTscRmnaN DATE DRAWN BY; Mi ATE OF ;'?r` 0355 N.W.36N.St,St-305,VIRGNU GAROFNS.ITDRpA 3316 Association, Inc. 1 OLD 17-192 4/13/15 pA1B 4/13/15 Phm:(305)B71-1530.Fax:(305)871-1531 4268 Westroods Drive z F" ORIDA ` 0-mal 81t-0001— West Palm Beach. FL 33407 3 DRAWING No 'ass/O" G C1``��`` WALTEEB tILLn19 P.E. < 7 5-085 -1//zA NAL•1.� \\\\ MER Aon V.ff 1M17G7 S P.E. 5`[62 19[SWS%RE/DATE 6 SHE 4 OF 20 N NO CENTERMATES, 1.MPNDOM CONDITION!L-ONE HVL.K®or®SHALL BE USED AT 1/2 OF-SHUTTER SPAN FOR ANY SPAN II OR 12"ABOVE OR B OW 2 OF SH SPAN FOR SPANS UP TO 105.AND FOR INSTALLATIONS AT ANY ELEVATION. FN LOCK.2 or MAY BE US. AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO(1 OR CENTItRMATES W/(2) 1/4-0-20 x 1/2"LO G FLAT HEAD S.S.MS.LOCATION OF LOCK SHALL BE AS INDICATED ON « TYPICAL SHUTTER ELEVATION. 16® 2.Off IF DESIR R BEnER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS' ,, OR MAY BE U AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES OR®.SHALL BE.AS IND NOTE(1)ABOVE LL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION, Ox-FNB II o a Q2 IS USED W/M H V.LrM'KS)• LOCKING RODS ARE NOT REQUIRED AT HURRICANE POSITION,BUT MAY 4 a 25 6 ox S0 on® °R® BE USED IF DESIRED TO ENHANCE SHUTTER PETtFO CE LOCKING RODS®OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION(NON HURRICANE POSITION). 4.MANDATORY COhIDITION J2: ONE HV LOCK ®SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN N o- AND INSTALLATIONS AT ANY E7PVATION.HV LOCK or®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, V ® ATTACHED TO CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2'LONG FIAT HEAD S.S.MS.TWO LOCKING RODS Imo-Nvc AT TOP&BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER EUMATION. MAXIMUM SHUTTER SPAN.9RALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12, o N%ABS'' `034 S.Elqff ALTERN&TE 713 MAN D ONLY FOR HV_ s^aoQ ONE ALTERNATE HV LOCK MAY BE USED IN LIEU OF HV LOCK or FOR ANY SPAN AND Q10 _ - � INSi TIONS AT ANY ELEVATION.ALTERNATE LACK® MAY 11E USED AS AN NSIDE OR OUTSIDE LOCK.ATTACHMENT xT_ell , b e x. E OF 1/4'0-2Ox3%4'S.S.THUMBSCREW TO©7 OR®CENIERIMTES SHALL BE MADE%V/1/4'0-20x3/4'ALUM. / 1 '�" oSJ,d --0.vo RNNUT AS SHOWN ON SECTION WE, SHEET 8.ONE LACK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO mm LACKS AT 1/3 OF SHUTTER SPAN. 6.MANDATORYC-ONDMN a FOR M=E MOUNTING IN_STALLA1101� 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 96',AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK®or®or®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO©or 0 SYMMETRICAL CENTERMATES W/(2) 1/4-20 x 1/2"LONG FLAT HEAD S.S. SIE END MS.LOCATION OF LOCK'SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS®W/ CONNECTION D - aR Q TOP AND BOTTOM IS COMPLETELY MANDATORY. I 0 F E K 1 J K L 4 p a R y W % SI-1 LIkfS 10 ON& ' TYR HEIGHT. FULL It. *NOTES ON HV "T" LOCKS AND CENTERMATES: OF CORNER uxuNRm W3TD1 1.SECOND_AL TE TO MANDATORY ODNDI TON�7 VALID ONLY fUR LLV"L'LOCK LAND C(71rERMATES®AND CENi777MATE Q$,:ONE ALTF1tNATE HV"1"LOCK q MAY BE IN IN LIEU OF HV LOCKS®OR®FOR ANY SPAN AND I STALLATION AT ANY F1F/ATION.ALTERNATE LOCK�9 Y BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT' OF LOCK®INCLUDES USING REINFORCING LOCKER V,AS SHOWN ON SECTION HVG,SHEET 9,WHICH MUST BE 10+15 Q+ 13�+1©«Q oR CONNECTED TO CENTERMATES®AND®W/ 1/410-20 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"RNNUr.LOCK MAY BE INSTALLED AT MIDSPAN OR 12' ©* 70 + 17 a+©* 7O*®�x MAXIMUM ABOVE ANO BELOW MIDSPAN. USE OF TWO LOCKING RODS®TOP AND BOTOM IS MANDATORY. *NOTES ON HD LO & CE T• ES: 1.HQ11 :ONE ALTERNATE ND LOCK&MAYBE USED IN LIEU OF "TYPICAL nl HV BLADE SHUTTER ELEVATIM Hv LOCKS 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 HO LOCK®TO®IS W/3#8 x 3/8'F.H.SS.MS.,AND INCLUDES REINFORCEMENT INSERT®AS SHOWN ON SECTIONS HDB-KV13 AND HDC-HVC,SHEET 10.LOCK MAY BE INSrA1LED AT MIDSPAN OR 10 MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS®IS compiETELY OF410NAL FLORIDA BUILDING CODE(Mon High Velocity Hurricane ZOne 0 2015 EASTERN METAL SUPPLY,INC. ENSF':��': BERTHA HVTM �--- - �� ® ® ■ ® ® Accordion Shutter System H.V.I ADE#1 W/OR W/O KV.VANDOA'BADE American Shutter Systems ZEV.He DESCFDPDON DATE .DRAWN St MJ_ PWT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4/13/(5 DATE: 4/13/15 STATE.OF Q` fi355 N.W.36M St,St 305,WMEN A GARDENS.FLORM 331 Ph..:(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 . i .r'•. Rt .� DRAWING No S/,......,, �` a—mai®C00067101Rom West Palm Beach, FL 33407 4 15-085 Apr ONAI ��.`• �a u IT 411E 5 SHEET P.E. SEACft31L AMR'E/DATE 6 5 OF 20 ONCRRTE ANCHORS POURED CONCRETE POURED POURED •(SEE SCHEOULE ON OR CONCRETE BLOCK' CO CONCRETE yT1EET 13) REQUIRED 1/4'0-20x3/4'B.S. REQUIRED REQUIRED CONCRETE ANCHORS MACHINE SCREWS -20 CONCRETE ANCHORS 17 18 fly EOR ONE(SfE NWNRNO®ON SF1EEf 7) ((SE S HEERULE ON NGIS/®"12.O.C. (SEE SCHEDULE ON SHEET 13) ___ I y (• -- 1 OR 14 MIn.1 1/4.0-20x3/4-S.S. Min. EQ E MACHINE SCREWS _ E USING 1/4"-20 NUTS /2" 2' ®12.O.C. 1/ E.D.* .250"mm _ _ 13 OR 5 1 250`MoxaLf OPTIONALOPTIONAL AWL SPAMON10 GAS9(4F11 MR NIMSNA I I 1 �R i MIN.SEPARATION TO GLASSTI, ER1IXISRNG1—(SEE SCHEDULE ON SHEET I1) CUSS—I �ffi�&� i 1 1 MIN.SI:TPARATION TO GLASS 1 I I ]. GIfL55 i r'(SEE SCHEDULE ON SHEET 11) . CA) HV WALL HEADER INSTALL ©HV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION + KEYSTONE EXISTING G1 1 i ' MIN.S€PARATION TO GLASS r ��^i m aSTiAFMO ', ] OR I t L 1,r 1 EIGSTING —(SEF SCHEDULE ON SHEET 1t) 1 9FET 1 MW.SEPARATION TO GLASS ' I GLASS I-tt 1DH t1A0C IDAw IIi i i r� i (SEF SCHEDULE ON SHEET it I 1 1 I 9l0�,Oga i 1 EXISTING 1 1 OPTIONAL 1 • 1 D. i 1 i 1 = 1/ 4- -It. E Max. 1 11 .1111 I�OPTIONAL 1/4-Max- I—D. ii iii i r 13 OR 15 N D -' i I 70,2 -- - 13 oR152 OR® 1/4'0-20X3/4"S.S.PHILLIPS TRUSS HEAD. "0-20x3/4-S.S.PHILLIPS _ _ NCRETE ANCHORS f R 18 MACMNE SCREW USING CONCRETE ANCHORS 7RU55 HEAD MACHINE SCREWS SEE'SCREDULE ON SHEET J.') 3 7- 1/4--20 NUTS® 12-O.C. (SEE SCHEDULE ON W/1/4'-20 NU15®12"O.C. POURED CONCR ( ) Min. POURED CONCRETE SHEEP 13) OR GOING CIC 'Y __-- OR CANCRETE BLOCK ANCHORS REQUIRED WALL UNAED D HV WALL SILL INSTALLATION (SEE SCHEDULE ON D CONCRETE SHEET 14) FOHV WALL SILL INSTALLATION OR CONCIRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION {�� A A W-JE FOR COMBINATION OF SECTIONS: INSTALLATION DETAILS W1 1-SEE SHEET 4 FOR TYPICAL SHUTTER 8 E D.-EDGE OISrANCE � p ASSEMBLY O SEE UTONNS OF USE FOR 10 HV BLADE AS MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 1� SEE 1A ON SHEET is S IN ANY WAY TO SUIT ANY INSTALLATION. I - uautltl FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ``\aa'•1��(��-, •����)•�ii,'i ©2015.EASTERN METAL SUPPLY,INC. ,,, BERTHA H V TM T1LTEa ��� � � ACCordion shutter System Kv MADE#1 w/OR w/o KV.v1lnIow MADE �f�{ 1/•l �'* AmePlCon Shut$er 5yStams N OTscI6PTLON DATE DRAWN m: M.L ' S TAIL OF TIWT TESTING & ENGINEERING COMPANY (V�� 11755 N.W.36N.St..Stu 705.VIRMIA GNiWD1S,EL0RDIA 3716 A3SGCIGtIOf1• Inc. 1 OLD 11-792 4/13/15 DA1E 4/1$/15 Y. SS Ptmna: 305)1171-1530.Fax:(305)871-1531 4268 Westroods Drive 2 � ( No c-ma »gip OaOol.00m West Polm Beach, FL 33407 3 DRAWING 15-085 WALTER A.TIUJT Jr.P.E. 4 OTJOJ 11111N FLORIDA Ua.#44167 6 SHEET P.E. SEAMM'A"TURE/DATE 6 E OF 20 POURED CONCRETE ANCHORS 1 NQ7.SEPAPATIfIN i I p CONCRETE (SEE SCHEDULE ON SHEET 13) i l0ILt55(SFE I I -1 OR ® AMITSaN t i Ir II 1 REOUIflED EDGE OFl r�a Q)AE7D I ' EXctnss—I .sPrAAnoR ' ; (STIt scam. ON' .D. APPLICABLE EXGLASS -I I ALTER i it i i. i i i 'i li EXISTING I ' I ANCHOR1 { 1 LOCATION 1 I I I r =f GLASS I I I r I I t 1 #10x3/4'HEX WASHER HEAD - 11 OR 13 OR i 5 c "( 3/ MN. TIX SCREWS®12'O.C. 1 8 EDGE OF 1 1� 3/8 N CONCRETE ANCHORS 1 APPLICABLE 11 ©+ 7. ' (SEE SCHEDULE ON SHEET 13) E ' I IXISTING GLASS I I i i 'I 'rl SLOAB GE.� --I EDGE OF-- I APPLICABLE SLAB,IF 1 X1/2 1 EDGE OF ' m a�ASS 1 APPUGIBLE E.O. -EQ APPLICABLE POURED POURED STAT HEAD CONCRETE ANCHORS I t�i�ro" ®� PoUREO CONCRETE D. �N (SEE SCHEDULE ON SHEET 14) I RED ON SHLET 19 Fai 1 OR (& CONCRETE REQUIRED FLAT HEAD CONCRETE ANCHORS ILMID. i i REOUIRW 0. D. (SEE SCHEDULE ON SHEET 14) 11 TRENCH INSTALLATION AUD ONLY FOR UP TO }70,-75 PSF A.S.D. V �HV FLOOR INSTALLATION HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING&FOR SPANS PER ©HV CEILING INSTAATION T SCHEDULE$3, SHEEP 11 LL IXISIIRG InxsfPARAIIDN 1 I CONCRETE ANCHORS GtJSS--I TO t1Ass �i0 a 'Lss i i O (SEE SCHEDULE ON —(adv si18s 11 ' I`—fsrE sglmul� I 1 SHEET 15). 1/40 DYt 7 1�Y/I 1 z OaSRNG ( slar:r tq I I EXISTING---I 1 I I T EXISTING --r— 1MDWLOGr OR 1/4.0 1`011ER5 —I vnl.stl'NIAIIat ro clAss GLA&" 1 I GLASS I Gll55 JLC IE=RN my It) � I 1 I I F/SIEIG7S TATTER}ANCHORS W/ . uK sP:wA TD I 1 3/4'UK EMBID rF T 0 6' . i 0 i 1 I I I r I _I( Iw ON I I) I t D.C.FOR UP TD W-O'SPM km 1 1 1 1 1 4'O.C.FOR SPANS UIRGFR 71W1 i I"r1I i 1 i I 1/4• ' 1 C-O'1W Ta"HrOL APPLY I•'1 1 1 OSE/1MN AT OhHf FASIFNFH 1U'AD j1 I MAX. W- (SEE NmE 1M ON 9EEf 11 1/2' OR p'+k t l I I WASHE/R4HEX i•IFE MAX * ' 1 1 FOR tl�D 3/8 . t O 15 I MIN. 7E7C SCREWS CGNf sFAUNi 1 14x3/4" HEX HEAD I l 1 8' ® t2'O.C. lE7C SCREWS®9"O.C. I. I i i I ��• < 1/4.0.20 7/4"SS MS DR 7/4"0-20 S.S.M.S. i CONCRETE ANCHORS _ 6 +]� 7 1914X3/4'S-0.S. � .: a;. �•:y USIt1C 1/4s-20 NUtS W/NUT N 9'O.C. i (SEE SCHEDULE ON n 1 0 9"0.C. 1 __ _ MOI:, n'-; SHEET'14) . _ NON SMOCIMM 2.OD"MIWALL NTRIM(DECORAW E I I I EDGE OF 17 R 18 ..• 1 "•ED, �. SRL) 1 I i i i SLAB IF 9114x3/4"F.H.S.D.S. "',•,A(IN:':: { i'( ' 1 7/8" 1 7/8 APPLICAB ®9'O.C. L"r- POURED CONt2ETE CONCRETE ANCHORS SEE NOTE 13(b) •.,_6 !'' REQUIRED 0 POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 POURED CONCRETE ON y"NHOEE�T�3(b) OR CONCRETE BLOCK SHEET 14) OR CONCRETE BLOCK +•'. ' '••,.,. i REQUIRED REQUIRED @)KEYSTONE MOUNTING INSTALLATION OL4AL —CONCR POUREO O HV WALL FLOOR INSTALLATION © HV WdL1 WALK—OVER INSTALLATION UWIMDM D.DESIGN PRES'SUW-+B4.-72 Ps1 REQUIRED WJ1RdUN SHUnFR SPAN 0'-0' QJ'HV RAINGUARD INSTALLATION KIM, NOTE FOR COMBINATON OF SE ONS: ,t t THIS INSTALLATION SHALL BE E D.=EDGE DISTANCE REMOVABLE WHEN PERFORMED 1-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) Ao=Eur ToOR ENTRANCE OPERABLE EXIT p BUIDEMA SHEET 19 FOR ASSEMBLY INSTALLATION DETAILS WZ O HV BLADE 2-Z"MOUNTING SECRONS CAN BE COMBINED IN ANY WAY TO SU1T ANY INSTALLATION. FLORIDA BUILDING CODE(Hon Nigh Velocity Hurricane Zor1e A. 1 f��/�i7�AA' ®2015 EASTERN METAL SUPPLY,INC. BERTHA HVTM �IL r C® -- ® ® Accordion Shutter System ' KV MADE#1 W/OR W/O IM WNM MMX American Shutter Systems W11. OFSaaP11011 1 DATE DRAWN Dr: NJ_ TILLIT TESTING & ENGINEERING COMPANY -o'•, TATE OF ;:�` 6455 N.W.3M.SL,stn 3D5,WRGINIA GAMEM FLORIDA 331 ASSOCIOtIOn� Inc. 1 OLD 11-192 4/13/15 DAZE 4/13/15 %y OR Phone:(305)871-1530.Fox:(305)871-1531 4.268 Westroads Drive 2 DRAWING NO ;�\� a-mo EEI-o��791.wm West Polrh Beach, FL 33407 3 I sj-085 �CLLIN\` WALTER A III-Jr.P.E. 4 P-E. 3 ySIuuN06RE/DATE FLORIDA U.N 441676 S 7�OF 20 SEE END WALL CON ECTIONAI . SFE NOTES ON LOOKING RODS 3Q,Iry LOOKSQ o'® QUT 90' ITV EI(ISAN LASS INSTALLATIONS ••� 1 HV AND AUERNATE�W LOCK®ON SHEET 5. BLADE W HV CENTERMATES �NTER�APPLI�Io 1�BIAPEO SEE END WALL CONNECTION rEwsnNGGLASS AMAIN SHEETS 9O & 98 L 252'kt/5'k0'-2 I ®+®a+O+O3 ort +� 31/3" 7'� 6 1/2" �� (6053..-T6 z ')nLUM. OPPOSING ANGLE 11 (2)1/3'0 TAPCON 1/2" oa®+� SYMMETRYCAL ANCHORS TO CONCREIE I- CENTERMATES CENTERMATES (TOP/BOTTOM do MIN.S(PARAnON (a)§1axt/z"SMS.To TuSE $tox314 SM.s.®t2" W HV LOCK o or 12°51 — TO GLASS AT EACH ANGLE(1YP) I O.C.FULL LENGNL ,� WZ HV LOCK Or (SEE SCHEDULE 5 °° 35 FIN ON SHE Er 11) R t/ Z.-T -------zfflk7 -------- ----- ell 7 1/2" I i QGn®oR©+Opp®ort 1Q+QoR 0 O ._.... OUT ® :K m HVC HVA HVB © ® O O O O O+� ) mt 6.+ 7 8 0+1D+� 3 EXISTING GLASS POURED CONCRETE WALL oOsrING SYMMETRICAL, + 0_ �* I N SEPARAnoN® � s 1 C�rE'NTERMATES* 6 ©+®�,�+(gam®+�7 «, TO GLASS— ®—'-._ W HV LDC opnaNAL ((INESHHEEErr 1t)MIN.SEPARATION ® e'TO GLASS(SEE SCHEDULE I OPTIONAL ®+®ON SHEET 11) (INiERiOR) __—_—_ _—_�UT —_ Ak _—_—___ —_—_—___—_ E AN --- ----- --- - * 5 1 1 1 15"O.C. 9 VA I RIkS 3 * / 9O• * o� ® `�`/' 2 of OUT ¢1/2"MAX.SLACK ouT 3 5 (EXTERIOR) HVE HVE** HV� FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone Il�illlllrl/l/// Q.2015 EASTERN METAL SUPPLY,INC. CEN _ /_TLAccordion Shutter System �7 �c(p aCLc. ® ■ mAN H.V.MADE#1 W/OR W/O HV YAWN BLADE �. � TILLIT TESTING do ENGINEERING COMPANY Arnerican ShYifBr SySfOMS D,,N DESCMMON w,re DRAwN 8,5 d1.L -o'• STATE OF U=N.W.36th.SI.,s1,.3W.VMGM CORDENS,NDR DA ssl Associafion. Inc. t OLD 11-192 i/73/15 DATE 4/13/15 �" Phona:(305)571-1530.Fax:(305)571-1531 4268 Westroads Drive 2 DRAWING No mac'.!cLOR10P '"0.:` c ma®h�e®9.wm West Palm Beach, FL 33407 s w\ 15-085 •,'7j/F�+S��p•�A•L•�`Ca ` RUED A.L I {(J4 P.E. S P.E. 9b�ayNA1P1�iE/DATE 6 SHE8 OF 20 POURED CONCRETE POURED CONCRETE CURED CONCRETE OR POURED CONCRETE OR CONCRETE OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL REQUIRED BLOCK WALL REQUIRED BLOCK WALLREQUIRED BLOCK WALL REQUIRED —EXISTING GLASS EXISTING GLASS CONCRETE ANCHOR �EXISTING CLASS '-2--' _ 2"MIN EXISTING GLASS ®16'O.C. 2"MIN. MIN.SEPAPMON 7""_7( i G T - 1• —j�-(j MAN,SEPARATION TO Ci/SS(SEEMDL SEPARATION r MIN.SEPARNTION EQ EQ TO GIASS(SFE It FFOOR BLADE®DAh TO GLASS(SEE ULE ON SHEETt t TO GLASS SEE SCHEDULE ON er 1/,6 z3" MAX. ON SHEET 19 FOR saw ON SHEET =t SURE=ON(SH= 11 FOR RADE tOANO (61363-76) COM. BLADES�&4M 11 FOR Er 19 FOR 11 FOR GIADE,QAND ON SHEET 19 FOR ALUM. CLOSER ON SHEET'18 ETXi 1/T RApESQ&R F�.ITHER SIDE i BLADES©&S PLATE.(LOCATE 1/2 t � , BLADES Q& 19 FOR OF 5Q) AT BITTER SIDE MIN 1/2'MIN. OFQ) I .i'+USE 1"OR 2"MAX. 10x1/2-SM.S. /110x1/Y SM.S. I _--- AL INUM TUP AN z1/8'x0'-2" _—_—_ # _— 0 16"C.C. ALUMINUM CUP ANGLE 0 16 G.C. —-- ----- \ '� (6063-T6 ALLOY)AT MIDHEIGHi /\ 4 (1)#10x1/2"S.M.S.7G®& / (. 4%l4 1^ SEE DETAIL X FO . WALL '0 TAPCONS ANCHORS TO C\�/ � WALL AT 1"O.C.(LOCATE AT 1 OR SEE DETAIL X FOR ) OR o SIDE CONNECTION ) OR ® EITHER SIDE OF Q) 1 OR �o TO TRACKS S1DE CONNECTION ® [60.@oa& ®w©"� 8 0•®w SEE DETAIL X EO 4 m 6 7 m 8 70 ®m®m 6 70w8 m1�•®w TO TRACKS SIDE CONNECnON ® O.O om0•®"' m 6.7 m 6 m 0.®m OT-0.0- END - ['®" TD TRACKS w w i0•®�®•��©•®m ,Dm ©•o•©m©•o.•®w 6.o.©w©.o.�w ©•o•®w©•o•®w ©•o•©a©•o•�� ®.®w�.�wo. w 6w 6 ��w�•�m®•mm ®•®mom•®�®•®w w1 . a ®•o ®•®wo•® END CONNECTION DETAIL '1) END CONNECTION DETAIL 20 CONNECTION DETAIL(1 END CONNECTION DETAIL POURED CONCRETE OR .F REQUIRED ONLY FOR SPANS GHAN(;HEATER T 12•-0• /EXISTING GLASS CONCRREQUIRETE BLOCK WALL IXI EXI 4. 4 ----�L MV.SERARATION 0 16" .C. MIN.SEPARATION Y �uE^"U------ SCHEDULEON SEEEY G OR®OR�OR 70 Gl/L,5(SEE __--__-_-_ _---+ _-- li (RIR MADEM. CONC E 1/2"MIN. SO SCHEDULE ON SHEET it ON SHEET 19 FOR ANCHOR 0 11 ON M BL 19(I)AND 4 1 OR OR i OR t FONCR BIAGES,D&Q 12'D.C. --' ---'- Q S BLADES O&® --- - OR ii� 16, 1/2"MIN. 4 1 2"MIN. OR I OR 2"MIN. SEE BLADE ONNSHEErS OF�is FOR @ ORi 3 OR(qOR@OR(g VIEW Y 5 1 OR PLAN DETAIL X POURED CONCRETE OR ' OR (w ©m�wO.OwOm�.®m ®m®m�7Om® 10.®" INSTALLATION CONCRETE BLOCK WALL 10•®p1O• ©•®" � REQUIRED �1D`®m©•®¢®•�°" ©•4•©w©•O•®w 111.HY BLADE OR dh HV WINDOW BLADE INTO ®•O•�w©�O•�� ®�®wp.Ow®•Ow CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 5 p•®mp•®m�•��Q® �'®°°�•®m®•� ENDEND CONNECTION DETAIL© m®+� FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 02°15 STERN METAL svRFLY,INC. EASTERN HVTM Accordion Shutter System 9 ® ® ® H.V.MAGE#T W/OR W/O N.V.WMOW MADE American Shutter Systems a TILLIT TESTING & ENGINEERING COMPANY sv-x OFSC9 PITON OA1[ DRAWN Sr- M.L. STATE OF :a r 0335 N.W.361h.51.1 51e.305,WPGROA GnROFN6 RDROA 3376 Association, Inc. 1 OLD 11-192 4 13/15 DAZE: 4/13/15 •• Phone:(305)971-1530.Paz:(305)871-1531 4268 Westroads Drive '2 a-mal:Tllaeo®aoLcomWest Palm Beach, FL 33407 a DRAWING No //i cQs+•'.......\� �� ®-0006719 15-085 �QiVA�fG`,,,���� WALTER A.nwr J,P.E. + P.E. fLj(9✓ bTURE/GATE nOR u` 8�1� c SH 10 OF 20 SCHEDULE #1 S - MEWIffAzSCHEDULE LIk3 MAXIMUM SHUTTER SPAN'' "L+" OR "L-" MAXIMUM SHUTTER SPAN* '•L+" IMUM SHUTTER SPAN*•'L+" t p (ft.). FOR INSTALLATIONS W/ OR "L-" ft.) FOR INSTALLATION LEGEND —eI TFC C. FOR INSTALLATIONS ATES.IA & or - Or ( R "L-" (ft.) INSiALLAT1 N5 INSTALLATIONS W/ P O IN W CONCRETE& W/ ONE H.V. LOCK or ®Or. or g� WOOD (1)L+: MAXIMUM ALLQWABLE SPAN FOR A GIVEN HD LOCK W -NO LOCKING RODS or ONE HV LOCK or & W/ONE HV LOCKS MANSORY POSITIVE A.S.D. DESIGN,PRESSURE RATING. ® / °r OR W/NO LOCKING WALL A, B, C. D. E, M, N, 0, P. Q, L-:MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMATES®.&®W/ ONE HV "T" W/ NO LOCKING RODS(D ODS MOUNTING F, K& . R. S, & . AS.D.DESIGN PRESSURE RATING. LOCK® W/TWO LOCKING RODS®TOP & (SEF NOTES t,1t) (VALID FOR MOu(NTINc( 2 PROCEDURE TO DETERMINE MAXIMUM SPAN FOR QOTTOM SEE NOTES ,tF SHEET 7) FLOOR/CEILING G, H, I, Il, J T. U. W & X WALL MOUNTINGS(TOP/BOTTOM) OR FLOOR/CEIUNG: CONCRETE&WOOD INSTALLATIONS V CONCRETE&WOOD MOUNTING A-=DDMCN A D DmaT .INSTALLATIONS ASID DESnN INSTALLATIONS & M GIVEN A POSITIVE ASD.DESIGN PRESSURE RATING, PRESSURE WALLMOUWING FLOOR/co'NG PARE WALL MOUNTING PRESSU_ DETERMINE MAXIMUM VAN "L+"FROM SCHEOULF- RATRG N0 MING PhTWO & RATING FLOOR/CEUNG MOUNTING GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING. FLOOR/CBUNG MOUNTING fP•"•f•) OR FLOOR ALL MOUNTING DETERMINE MAXIMUM SPAN 'L-"FROM SCHEDULE L+(ft) L-(1Q L+ (A) l-(R) L+ (6) L-(IQ O MAXIMUM SHUTTER SPAN"L+"OR"L--"FOR 30 OR LES 16.'-0" 16'-O" 16'-0" 16'-0" 30 i6'=0' 18'-0" 30 16'-0' 18'-0" INSTALLATIONS INTO WOOD SWILL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 105 psf.A.S.D. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN"Lt"AND 1-"_ 35 14'-70" 74'-10" 15'-2' 18'-0' 35 14'-10" ta'-10` 35 15-2" 16'-10' ' 40 13•-10' Y3•-10" 14•-7." 15-2' 40 13'-YO" 13'-10" 40 14'-2' 15'-2" - (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1" 13'-1" 1 13'-A" 14'-3" 45 13'-1" 13'-16 45 13'-4" 14'-3" 1' HV CORNER CEWERMATE#3 MAY BE USED At ALL. COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12•-5" 12'-5" 12'-B" 13'-7" 50 12'-5 12'-5" 50 12'-3' 13'-1" MOUNTING INSTALLATIONS.LOCKING SPECIFICATIONS W/FLOOR/CEJLING MOUNTINGS: 55 11'-10" 11'-10' 12'-1" 12'-1T" 55 11'-10" 11'-10' 55 11'-1' 11•-11" SHALL BE AS INDICATED ON MANDATORY CONDITION 02 FOR A GIVEN POSITIVE A.S.D.DESIGN PRESSURE 60 11'-4" 11'-4' 11'-7" 12'-4" 60 11'-4' 11'-4". so 10'-2" 10'-11" NOTE#5•SHEET S. RATING: 65 10'-A0' 10'-10" 11'-1" 11•-11- 65 10'-10" 10'-10" 65 9'-5" 1D'-1' DETERMINE; 70 70'Y>" 70'-6" 10'-9" 71'x" 70 10'-6' 70'-6" 70 8'-9" g-4' Lt+=MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. _ L2.+-MAX.SPAN FOR FLOOR/CEILING MOUNTING F;'7570'-1" 10'-T' 10'-4" 71'-1' 75 10'-1 10'-1" 75 - 8'-9' 'I"i'IXCEPT THAT MAXIA(UM SHUTTER SPAN'L+"OR INSTALLATIONS. 9'-10" 9'-10" 10'-0" 10'=9" 80 9'-10" 9'-10' "L-"AND MAXIMUM A.S.D.D}51NG PRESSURE RATING FOR FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE W-6' W-6" 9'-9' 10•-5" 85 9'-6" 9'-6' INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING: 9'-3" 9'-3" W-5" 10'-1" 90 W-3' 9'-3" SHA L BE LIMITED AS FOUDWS: DETERMINE: 1- CONNECTIONS TO KEYSTONE MOUNTING9'-0" 8'-9" 9'-2' 9'-10' 95 9'-D" 8'-9' Li-= MAX.SPAN FDR WALL MOUNTING INSTALLATIONS. LIMITED TO +64,-72 p.S.f.AND 8'-0"SPAN, SEE L2-=MAX•SPAN FOR FLOOR CDUNG MOUNTING 9'-0' 9'-7' 100 8'-9" B'-d" MOUNTING QON SHEET 7. INSTALLATIONS. /8'-7' 7'-11" 8'-9" 9'-4" 105 8'-7" 7'-I t' 61-4" 7'-7" W-7' W' 2" 110 8'-4" 7'-7" FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 1i5 -2-2" 7'-3" SEPARATION TO GLASS SCHEDULE MINIMUM BEnVEE7N 'L1+","L2+", 'L1-'AND"L2-" 120 8'-0" W-11" 8'-2" 8'-9" 120 W-0" 6'-11' 125 7'-10" 6'-8" AL TO ANCHOR SCHEDULE WfFINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE A.S.D.S DESIGN 130 7'-8" 5-5' 7'-10" 8'-7" 130 7'-e" 6'-5" PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 r-7" 6'-2" 7'-9" 7•-9" 135 7•-7" s•-z" WIND ZONE MINIMUM SPACING. 140 7'-5" W-11" 7-7" 7'-6• 140 r-s" 5-111 ASTM E-1996 SEPARATION 145 7'-3" 5'-9" 7'-5' 7'-3" 145 r-3" 5'-9" TO GLASS 150 7-2" 5'-7' 7'-4' 7•-0" 150 7'-2'" 5'-7" 155 7'-0" W-5' 7'-2" 6•-9. 155 7•-0' 5'-5" 1 THRU 3 .I» 160 W-7 t" 5'-2' 7'-1" G'-7" 160 W-11, 5'-2" 165 6'-to" 5-1" 7'-0' W-4" 165 61-10" 170 6•-9" a-11" W-11' 6'-2" 170 W-9" 175 6'-7" -9" 6'-9" 6•-0". 175 6'-7" 4'- * O D LA D E 180 6'-BW " 4'-8" 6'-8' 5'-10" 160 6'-6" 4!-B" 99�� 185 6'-5' V-6" 6'-7' S-e" 185 61-5" -6" 190 6=4" 4•-5' W-6" S•-6" 190 6•-4" 4'-5" 195 6'-3" 4'-3" 6•-57 5'-5" 195 6'-3" 4'-3' 200 6'-2' V-2" 6'-4" 5'-3" 200 W-2" 4'-2" 205 6'-1" V-1" 6'-3' s-1- zos 6'-1" a-1" FLORIDA BUILDING CODE(Ron High Velocity Hurricane Zone \\p111111B111///� ©2015 EwERN METAL sOPPLY,INC. A.Tuc/T%., BERTHA HVTM I L. E C O Inc. � � � ® Accordion Shutter System. �a FLV MAE#1 W/OR W/O KV.NOW».ADE S `�` rf.(`•, = American Shutter Systems IEV.ItDESCRIPTION DATE oRawN eW.Mt(ay.i.c, TILLIT TESTING & ENGINEERING COMPANY Association. Inc. 1 OLD 11-192 4 t3/15 DAYS 4/13/15 1k _= sus N.W.MIL SL,SEo.30.VIRQWA GARDW,LtARDA u1 Ph...:(385)871-1530.FM:(305)871-1531 4268 Westroads Drive 2 DRAWING No c-moll:111N.O.w m West Palm Beach, FL 33407 3 `= O•'••,FCORtat'':'C� ` W-0006719 d 15-085 ,C \ �N` WALTER A TWT Jr.RE ��Fi�s �iD 'E/DATE FLORIDA U.R 441st 6 SHE OF 20 1„ ::�..+i i . .�I •: U 1 =1118: ':� t + � �. .:IEL :�`!- :I� :.i• .�:: . :�6i! � „� i1I�,.:.11-. i+: !1 :ai. ♦: !i ial :1 .!; 1 �� ,Q7�C�©ml�]��k3��•'®m!��m��t3�1®m�il:1 ' �T'1�C7®m�I�iE��O�©EL�..�F�r3,000®�i�lr�7�: �-.�_ �1�.a' �AMM"U INN UNE38HHRO�UMM Mum *.02MEMMU INAE�ID R7E�111""m®I�IT7�#aA[�"CAU31mL7pp NEW ' [�gCME7�][�OO�iE1, F�&It�Yy3 MEpNDORMiikiFY�il7i [�L EN"mil�iL�IE�E�IO[3[3m®101[�i�17QmIY3[UE#��--"[�lQRR3t/[l1DiZ MMM ! 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NO m mm mmm M112112112110112 ®M211 NoI�C31m��og ogi��Lailvoai� vEQa p=Qponi� o �oOQ�Q�ARO�mORQm [LivalAnNO E1IQQORaQRi[II7Q000OQO.C�/�OmAiiaQEa1.7RQAdQL�AiJ430�OC#. ©��_® MAXIMUM r. FOR A SHUTTER SPAN, SPECIFICATIONS ONATdCtiDR REQUIREMENTS'POURED CONCKe to OR i-uNCRETE BLOCK SUBSTRATES (sg.MOUNIiIL(tS E.Q s H ON SHEETS 6&7} .. -FOR CCIMERE 1.ANCHORS 70 SUBSTRATE SHAW BE,AS FOLLOWS: POURID CMIdE1FJCOROlaDE IAOCIf "USED CCRM,TEI E (A) TO EXISTING POURED-.CONCRETE:(MIS.Ye-3 kat) uA�Rut1 E WALL SILL MOUNTING G CEILING MOUNTING H FLOOR MOUNTING -1j4o TAPCON.Ok TAIRCON WITH ADVANCED THREADFORM TECHNOLOGY ARCHORS,AS MANUFACTURED BY LT.SY.D}UitDFX {DA9 Pc 9 3 kat Q ANDHORS SPACING LEGEND -1/4'0 X 3/4'ALL POINTS SO41D-SET ANCHORS,AS DISIRIBUIED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY,(M.f c-3 Llai DESIGI NTOMNE P>69AtE ftR6NG, 0®D7 f01VdA£ tp6 ULSiN1 t PRS RAtAD -1/4"0 BLUE TAP CONCRETE ANCHOR$W/CAP AS MANUFACTURED BY FLORIDA FAST04MS DIRECr,UNG-(Min.Ce-2 kai) 30 ,40 60, 75 9D 120 160 205 30 40.60 76 90 20 60 205 3B 40. 6D 7S 9O 120 160 205 TAPCOH OR -1/4'6 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED$Y ALL PdiMS SCREW,BOLT&SPECIALTY TAPCON WITH ADVANCED CAMPApY OR ANY,OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 .2 TO 9 e 8 5 5S .74 12 10 9 B. a 6 6 14 12 10 9" 8 .fi 6 TI{IREADFORN 7 CHNOLOGY (win.110=3 I i) 3'-(}' 14 .12' 10 9 8 8 6 6 14 i2 i0 9 8 "B 6 6 14 12-110 9 8 8 6 6 Aj,L PDIMS$DUD-SET OR 14 12 10 9 8 8 6 5 14 12 10 9'" e. B _6 _6 14 12110 9 8 8 6 S NDTES: i 12 10 9.. 0 a 6 7 14, 12 10 0 a 8 6 .6 14, 12110 9 8 8 0 8 BLUE TAP.Wf CAP At)MINiMLIM EMBEDMENT Kra POURED CONCRETE OF TAPCON OR TAPCOM WITH ADVANCED THREADFORN TEp1WOLOGY ANCHORS AND TAPPER+ 14 12 10 9 8 7 55 3S 14 12 10 9" 8 8 6 6 14. 12 10 0 8 8 6 fi TAPPER+ ANCHORS IS 1 3/4d,AND FOR BINE TAP W/CAP ANCHORS IS 7 1/21. 4.-0. 14 12 10 9 8' a 6" B 14 12 t0 9 8 8 6 6 14 1Z 10 9 8 8 0 SSII 14 12 10 9 8 8 B 4 14 12 10 9 a a 6 43 14 12 10 9 8 6 4 3.5. A.2)MINIMUM'ENSMMENT OF 1/4.0 x 3/4'ALL.POINTS SOLID-SEr ANCHORS SHAD.SE'7/8'INTO DHE POURED CONCRETE.NO'EMBfDMENT 14 12 10 9 e a 6 4.6 14 12 10. 9. 8 8 B 6.5 14 12 10 9 B 6 8 4S INTO STUCCO SHALL BE PERMITTED-1/4'4-2D S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MWL(UM SHOULD STUCCO EXIST AND 11 14�12 10 9 73 5S 35 - 14 12 f0" 9 8: 8 8 5 14 t2 1D 9 8 7 SS 4 SfE 171RTA1R3HS 0`ttSE WR t'MINIMUM FOR WADS WITH NO STUCCO. 14 12 1p .9 a 6 6 e 44 12 10 9 -1.-9-7. 1. s 55 14 12 iD 9 e 8 8 4.5 9UOE 7 ON SHEET 19 14 12 10 9 8 7 4 -'14 12 t0 9 6 6s 6 3.5 14 12 1O 8 6S 5 3S 3 A3}-IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,FAVET S OR ANY VENEER BE FOUND ON THE EASBNO WALL OR FLOOR. 14. 12 10 9 8 7.5 43 - i4. 12 10 s 8 8 6 QS 1 12 10- 9 ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID V1A11 FINISHES,ANCHORAGE SHALL BE AS INDICATED ON t4 12 8.5 7S.6.5 4,5 - - 74 12 t0 9' a 7S 65 4 74 12 10 9 8 s 45 33 NOBS A7)&A2}ABOVE.FOR INSTAILAIONS ON'VD0(L SIDING OR QFS YAIH OR NRRidUT METAL STUDS CONSULT THIS ENGINEER.FOR r4 i2 70 9 8 8 6 - 14 12 10 9 a 8 6 5 14 12 10 9 6 68'6 35 INSTALLATION ftN70 ETES WITH METAL STUDS SEE SHEET 20. 14 12 10 9 7S G5 3 - 14 12 tb U.S' 7 BS '4 3. 14 72 6 BS 5.S 4 3 - 14.12 10 & 8 6 - - t4 72 /0 8 8 OS 5 75 74 12 !O 6S a 5 4 - {9}' TO,EKLSDAtG CONCRETE BLgCK:(Aa'"LM C-@D) 14 12 B 6.5 55 3 - 74 12 f0 9 e 6S 4S 3b 74 12 1P B 7 5 3.6 3 -1/4 P TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURID BY I.T.W.BUILOFJR. L4_!2 10 9 8 12 10 9 8 7 6 4 74 12 10 9 7S 6S 4 3 -1/4"0 x-3/4'ALL POINTS SOLID-SEr ANCHORS,AS DISTRRDUTD BY ALL POINTS SCREW,BOLT&Sp TY COMPANY. 14 12 10 8 6S 4 - - 54 12 9 7 b 4S 3S - i4 72-fO-Z 7 SS 45 35 4 -1/4 4 BLUE TAP CONCRETE ANCHORS IY/CAP AS MANUFACTURED 8Y FLORIDA FASTENERS EI R£CT,INC- 14 12 7tl B.5 7 4 ^ - 14 12 10 B 7S 4 - !4 12 9 7 75 4S - -1/a'0 TAPPER+ANCHORS AS MANUFACTURED By POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POD SCRkW,SOLT&SPECIALTY _ COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WHIM THE AMERICAN SHUTTER MIMS ASSOCIATION.ING, 14 it 7 5.5 4S - 1-114 12 10 9 7.5 5.5 4 - 14 12 9 7 6 4,5 3 6.�D- 1a 12 10 9 a 6.5 - - 14 12 10 9. 8 4 - 14 12 10 8 6.5 5 35 _ NOTES: i4 12 5S 7 6.5 3. - - 1+ 12 8.6S 55 4 3 - 25 9S 8 5 4 3 - B.1}MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP Wj CAP ANCHORS ANO TAPR'tR+ANCHORS IS 1 tJ4'ANO TN'CON 14 12 95 75 a - - 14 i2 9S a 65 5 - - fa 12 0 6 s.s 4 - WITH ADVANCED THREADFORM TECHN040GY ANCHORS IS 7� 13 9.6 S.S 5 35 - - 14 12 10 8 6b" 5 - - 14 12 6 6.5 5 k " 8,-0- 14 72 10 9 8 - - 14 12 10 8.7S 4S - 14 12 SS 7 55 4 •» B2)MINIMUM EMBEDMENT OF 1/4"0 X 3/4"ALL Pditil5 SOLID-SET ANCHORS SHAT.!-Be ENTIRELY EMBEDDED IMO THE CONCRETE BLOCK.NO 14 11.5 73 fi 4 - - T4 TI T 5$ 5 3'S - - ti a SS 4S 35 - E378EDMEM INN STUCCO SHALL.BE PERMITTED.1/4'6-20 S.S.MACND4E SCREW USED SFUW.8E 1 1/2'LONG MINIMUM SHOULD 5NlXX1 14 12 B 6S A5 -114 12 eS 7 6S 4 - - t4-SOS 7 5.5 6 4S - - MT.AND i`MINIMUM FOR WALLS WITH NO STUCCO. 7S 85 65 i - - 14 12 9 7 B 4S - - 14 11 7 5.4 45 3S 1411211019 7.6 - - 14 12 10 8'Bb 5 - - 14. f2 8 8 5 4 - - B.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,FIVERS OR ANY VENEER BE FOUND ON THE EDISTING WAW OR FLOOR, 10'-0' ANCHORS SHALT•BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SND WNL FINISHES.ANCHORAGE SMALL BE AS INDICATED ON 141105 1 5 3S - - - 73 95 65 5 4 3 - - 10 7S S 4 3 - 14 1f 7.6 5S - - 14 17.5.9• 6 5 4 - 10 95' 5 5 4 4 - - NOTES 8.1)do B2)ABOVE.FOR WSfALLATIOELS ON VINYL.$[DING OR EIFS WITH OR WITHOUT METH_STUDS CONSULT THIS ENGINEER, O.5 8 5 - - - 14 12 S 6.6 G5 4 - - 13 10 6.5 S 4 3 - - FOR INSTAtiATSON INTO EffS WON METAL STUDS SEE St3E£i'20- 11'-0' 14 12 10 - - - - 14 12 9� 7 6 4.S - 14 10.5 7 SS 4.5 3S - ms 95 5 - - 12 9 6 db 4 3 - - 9 7 45 35 3 - - (C) ANCHORS SDIAIl.BE INSTALLED FOLLOWING ALL OF'ME RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS MANUFACTURER. 14 '70. 7 - - - - 14 105 7 4S - - 1.5 8.6 S.5 4.5 375 - - - (D) SEE SCHEDULE EIELOW'FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. s.9 T 4.5 - - - 14 115 7.5 6 5 - - - 12" 9 6 4.5 4 - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS" 14 12 t0 - - - - 14 12 a 6.5155 _ - 13 10 65 5 4 - _ � !b 8.6 4S - - 11 a SS 4 33 ^- - 8 8 4 3 - MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW.FOR E.D.LESS THAN THE INDICATED,REDUCE ANCHOR SPACING 3S 95 '6 - _ - - - i3 95 55 5 4 _ _ _ 0S 8 5. 4 - - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS• 9 O.S - - 14 111.5 7 5S q.9 ^- - D as 5.5 4S 3.5 - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS TWM MNIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 14 12 - - - - - 14 /1S 75 6 5 - - - 12 9 9 4.5 4 - _ _ FACTOR 13'-0' 8 _ _ _ _ _ _ 10 75 5 4 3 - - - 75 s5 4 3 - - - ACTUAL TAPCON 1YTH ADVANCED ALL PW14r SOLED SET BLUE TAP WJ CAP 'TAPPER.+ 12 9 6 45 4 - - - 95 7 s 4 - - BLADE EDGE TAPCON THREADFORM TECHNOLOGY MIN.sPACING 8 6 - --I3 95 6S 5 - -- OS 75 5 4 - - - V BLADE DICTANCE 14'^0" i4 12 - - - - - 14 t03 7 5S - - - it 8S 55 4S - ED. MIN.SPACING=3" MIH.SPACING-3' MIN.SPACING-3 1/2' MIN.SPACING=3' 3 3/4' 4' 10 72 - - - - - 8 7 7 35 - - - 1 5 35 3 - - - 1 HV B Q W POURED CONCRETE& rQURb QMCME COMD ETE BOOK POURED CONCRETE 41 PODIUM CONCRETE&Pmatln COIKASE OXCWE Si= V (�� CONCRETE BLOCK LAN,CA-3 112'MN.ED.=2 i/r 4:8tNCRETE BLOCK ib LCIEEE BLOCK WL ED.=3 7/z'MN E.O.-2 i/Y ib 8 - _ _ _ _ ti 8 53 - 0 85 4b - - - - LO!ER=3' L4R E1R.3 1 IAN.ER-3' 7,5 - _ _ _ _ - 12 9 6 _ _ _ _ 6S 7 45 - - - 3' 1.0 0.90 1.0 0.76 1.0 0,84 .0 14 -- - - - - - - 33 10 1Ls - - - - - obs 5 - - - - - BLADE WnRKING z 1%z' 1.0 - - 0.67 1.0 9 - _ - - as 65 a - - - es s 3 - - - - iN UNISON 4 z- 0.71 - - 0.51 10 -- - - - - 0.S 8 5 - - 8b 6 4 - - _ 7 - - 15 as 5.5 - - 9 OS"4S. - - - - 1 3J4" - 0.01 - - - 0.43 14 _ _ _ _ _ _ _ ,u sb s - _ - _ - 10 7S 5 _ _ _ _ 1 i 2" 0.35 - - - o35 -' 110 4 - - 6 45 3 FLORIDA BUILDING CODE(Non High �eigcity Hurricane ions 4 -JL/T"��i ©2015 EASTERN METAL SUPPLY,INC. / /-/'TIL � BERTHA H VS TM $�, a �. Accordion Shutter System Kv.BLADE#1 w/OR w/o!tv.BiNIM BLADE X American Shutter Systems er.H DE-=IFTIOH DATE BRAWN eY: ALL (pap,OF �= TILLIT TESTING & ENGINEERING COMPANY Association. inc r OLD tt-1s2 a/13/ts DATE 4/13/15 " 6335 N.1Y.361x-SE,Sty.369,%MGMA MOM.fUxOQA 3370 = 44268 Westrapds Drive z Phone:(305)871-1530.Fox:(305)871-7531 DRAWING No p� o- �``��: 7noil:1116C.0O.l.-M West Palm Beach, FL 33407 3 15-085 .......... *, . EB-OD067t9 4 '��ipsS!l7ldAlr fAA1���` FLFEO�DA Lc.#44167 6 SHEET P-E. SrETA f Sat�i�ATURE/DATE e 13 OF 2() MA3dM!JA4 ANCHOR!$?q lir C �j�)SCHEDULE FORA 6 VM hM SHLMR SPAN, INSIMIMONS (SEE MOUNTINGS 1,J.X&L ON SIW 7)' POURED CONCRETE a POURED.CONCR CONCREFE.9UICN ti HO C..SPACIN-IMM i auEg do t TRENCH 1, QpMDUARD MOUNTING I ®WAU./n"MOUNTiNO @M1/WAU(OVER MOUNTING TAPCON OR ftµ UD 09¢m Mw PREMM RRiRlti O OME WAT02 PA181G .SUNNI NMM MISS7HtE REM .WN MrAK PAESSL9E NN018 TAPCDN WITH ADVANCED 3014016017519011;0 NIX/205 30. 40 SO 75 90 IAOI 60 205 34 40 60173 90 120 160 205 30140160 75 94 120 tee. THRt:AUFDRM'TECHNOLOGY 4 :12.70.' 9 8- 8 6' s 12 12' 12 1Z 12 1 8.5 6.5 7 -7 7 7 7 05 5 S 5 5 5 5 1t-q- ALL,POINTS SOLID-SET 3•-0" 14 12'10 9 8 "8 V 6 12 12 32 12 t2't2 9:5 '7 7 7 7 7 7 7 7 7 S 5 5 5 5 5 5 5 B��-T�, $1P55 74 12 10 9 8 0 6 .6 f2 12 12 12: 05 8 5 45 7 7 '7 7 7 7 7 6.5 5 5 5 5 5 5 5 5 14'}2 10 9 8 8 6 8 12 .12 12 T2 12 10 TS B 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 TAPPER+ 14 12'10 8 8 8 e e 12 .12 12 i2 1S 85 6S '6 7 7 7 7 7 7 b.6 4 6 6 '5' S 5 5 5 4 4,-0. 14 12 70 9 B 8 6 U /2 12 12 12 12 9.6 7 s•5 7 7 7 7 7 7 7 7 5 6 5 5 5 5 5. 5 14.42 70 9 o 5 6 8 12 7?. t2 0S 8 6 4.5 3.5 7 7 7 7 7 7 85 S 5 5' 5 5 S 5 5 5 14 .12�10 9 8 8 6 6 12 12 12 12 10 75 5.5 4 '7 7 7 7 T 7 7 D•5 S 5 5 5 5 5 5 5 t4 12 10 9 8 s 6 6 12 f2 tZ 1t 0' 7 S 4 7 7 7 T ? 55 4 3 S 5 6 5 6 5 4 3 5._0" 14 12 f0 9 8 B 6. 6 12 12 12 12 10 75 55 4 7 7 7 7 7 7 7 7 5 5 5 5 S 5 5 5 14 12 :10 9 B 6 8. 6 12 72 9.5 75 & 4S 3S - 7 7 7 7 7 7 5 35 5 5 5 5 5 5 5 4 >k SEE ANCHOR 14 72:10,. 9 0 8 6 6 12 12 12 SS 8 6 1441- T 7 7 7 7 7 SS 4 S 5 5 6 S 5 5 4 14 12 10. e 8 8 S. 8 12 12 1.5 9 75 S. 4 3 7 7 7 1 7 45 3.5 - 5 5 9 5 5 4.5 3,5 - SPECIFICATIONS 14 12.10 4 6 s 6 8 12 12 12 10 8' 6 45 35 7 7 7 7 7 7 7 7 5 S 5 6 5 6 5 5 ON SHEEP 13 14 12 10 8 B 6 e. 6 . -12' 8 6 5 4 3 7 7 7 7 7 55 4 5 5 S 5 5 5 4 3 14 12 10 9 8 8 8 6 t2 12 t0 8 65 5 .75 7 7 7 7 7 6 4S - 5 5 5 5 'S 5 45 - 14 12 10 9 8 8 6 6,112 12 10 8 6.$ 5 35 - 7 7 7 55 55 4 - - S 5 5 5 5 4 3 - 7•^0" 14 72 10 9 8 0 6 6 12 12 72 &5 7 6 4 3 7 7 7 7 ] 7 7 e 5 5 5 5 S 5 5 5 14 12 10, 9 S 8 8 B 12:10 BS 6 45 3 - - 7 7 7 7 65 5, 3 - 5 5 5 5 6 5 35 3 14 12.to 9 8 8 6 6 12 12 6.5 7 56 - 7 7 7 7 7 s - - 6 5 5 5 6 s 4 - 0 VAUD ONLY FOR UP TO •1-70, -75 14 12 10 9 B _8 8 - 12 i2 85 7 55 .4 3 - 7 7 7 55 45 3 - - S S 5 5 45 3s - - PSF A.S.O DESIGN PRESSURE fa t2 TO 8 8 E 6 -•12 12 os T5 6 45 35 ^ 7 7 7 7 7 -7 7 4 5 5 -9-7 6 5 5 5 5 RATING & FOR SPANS PER 14 12 10 9 8 8 6 - 12 9 6 45 4 3 ^ - 7 7 7 7 65 4 - ^ 5 5 S $ 5 M1 3 - SCHEDULE#3, SHEET 11 14'12 10 9- 8 8 6 - 12 11 7S -6 5 Witt - 7 7 7 7S 8 4S - - S 5 5 5 5 4.6 - .14 72 10 9 8 8 - - 12 1S 75 0 5 35 - 7 7 66 5 4 - - ^ 6 6 S 5 4 3 - -- S,•0» 14 12 10 9 8 8 - - 12 12 85.63 6S 4 3 - T 7 7 7 7 7 6 3 5 5 6 5 5 5 5 5 14 12 10 6 8 s - - 05 6 5 4 35 - - 7 7 7 8 5 351- S 5 5 5 5 4 3 14 12 10 9 8 8 - 42 10 6S 5 45' - 7 7 7 65 55 - - 5 5 5 5 5 4 - 14 12 TO 9 S 8 - - 12 05 7 5S 45 35 - 7. 7 5S 4.5 3.6 - - S 5 5 k.5 3S - - •- t 0,-Oa 14 12 10 9 0 8 - - 12 11 eb 6 5 3.5 - - 7 7 7 7 7 7 4.5 - 6 5 5 5 5 6 5 45 74 12 10 9 0 6 - - 95 7 4M 35 3 - - - T 7 7 3.5 4S - - - 5 5 5 6 4.5 35 14 12 10. 9 -0 8 12 9 -6 S 4 - - 7 7 7 6 5 - - - 5 6 5 45 5 - - 14 12 10.'9 8 8 - - 12 85 8 S a 3 - 7 7 5 4 3 - - 5 5 5 4 3.5 - - -• 11•-0'14 12 10 9 8 8 - - 12 10 7 55 45 36 _ - T 7 7 7 7 7 35 - 5 S 5 5 5 S 5 4 14 12 10 9 6 6 - - 85 fi.S 4 3S 3 - -• 7 7 6 4 - - 9 5 5 5 4 3 - - /��� �+ / q/ p ONLY j�� 74 72 i0 9 8 6 - i1' 8 55 + - 7 7 7 5.614.51- - 6 5 5 5 4.6 - - - �(�j \Vj {{.•J{1/.�Pt�1 /VO N DE 14 12 10 9 s - - - 1S sS.5.5 q.6 35 - - 7 7 dS 3S - - - $ 5 M1S 35 3 - - 72•-0?14 12 10. 9 8 - - - 72 8S 8:5 S 4 3 - - 7 7 7 7 1 5 3 - 5 5 5 5 5 5 4.6 35 14 12 t0 8 8 - 0 6 M1 3 - - 7 7 5S "Mf- 5 5 5 46 4 3 - 14 12 t0 8 s - 10 75 5 4 - 7 7 6 5 - - _ 5 5 5 6 4 - - 1.4- 72 10 9 8 - - - OS 8 5 4 35 - - - T 65 4S 35 - - - - 5 5 4S-3S 3 - - - 131-0"t4 12110 9 8 - - 15&5 6 4.5 3S 3 - 7 7 7 7 7.4.5 - S 5 5 5 5 5 4S 35 14 72 10 4 8 - T SS 3.5 3 7 7 5 4 3 - - - 5 6 5 4 3 - - - 14 12 to 9 8 0 .7 4.5 75 - - - - 7 7 6S 45 - - - 5 5 5 45 4 - 14 12 10. e - - - 10 7b 5 4 3 - - - 7 0 4 3 - - - - 5 5' 4 3 - -- - - 14•-O�14 12 10 9 - - - posts 5;5 4 35 7 7 7 7 7 4 - - 5 5 5 6 S 5 4 3 14 12 10 9 6.5 S 3 - 7 7 5 3.6 - - S S 5 4 - - 14 12 t0 9 - 8S.6S 4 -• - - - - 7 7 5 4 - - 5 5 5 4 - 1 12 10 - - - - 9 7 45 35 3 - - 7 5.5 3.5 - - -• 5 5 3.5 3 - - - - iS•--0' 10 72 5 k 3 - - ^• 7 7 7 7 7 3.6 - - 6 5 5 5 5 5 4 3 14 t2 f0 6 4S 3 - 7 7 4.5 3 - - - 5 14 72 10 -• _ - 0 s 4 7 5 - - - 5 - 14 72' f0 - - - 6.5 4 3S - - - 7 5S 3S - - K5 - - - - 16'-0"14. 12 10 - _ _ _ - 95 7 45 3.5 3 = _ - 7 7 7 7 6 3 = _ 5 5 5 O 5 4.513.51- N S 3S 14 12 10 - ^ - 9 4.5 3 - - 7 6S 4 - .. 5 5 4 35 74 12 10 - 75 55' .75 - - - - 7 7 45 _ _ _ _ .. s 5 45 _ _ _ _ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane Q 2015 EASTERN METAL SUPPLY,INC. MA HV. �. R ��maAccordion Shutter System 0r >i�te. 1N AA H.V. #t W/OR Wfo PCV.WIi1d'EGAt American Shutter Systems ,N 46GNiP1w DATE DRAWN Br: ML TILLIT TESTING& ENGINEERING COMPANY s o: Association, Inc. 1 OLD 1t-tsa a/f3/is a47e 4/13/ts STg7E pF ` 6355 N.W.36th.54.67e.905 MMMIA GARDENSm F1DR@A 3314H 4268 Westroods Drive z _ Ph01re:(305)871-1530.Fm,:(305)671-1531 DRAWING NO i4r`4+`'' d-matin 111Mco0aal.com West Palm beach, F4 33407 3 4 15-085 /sSr�NAG +i`+��` F"rFWRiM uc.Qtaate7 6 SHE 4F 20 P.E, SEAC/"31atOVJO�/DATE