The URL can be used to link to this page

Home My WebLink AboutProduct Approval I fit1�'3; sin ss R�gut dion BCIS Home �,Log In I User Registration Hot Topic Submit Surcharge i. Stats&Facts t Publications I FBC Staff i BCIS Site Map i—Links I Search I Florida: r " product Approval IUSER:Public User Product ADDMVal Menu_>Product or Application Search>Application List.>Application Detail. b I NMI FL# FL389-R8 Application Type Revision Code Version 2014 Application Status Approved j Comments Archived ❑ Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561)209-8263 j b fe e l ey @ eastern metal.co m Authorized Signature Bill Feeley ]rodriguez@easternmetal.com j Technical Representative Address/Phone/Email ! ,l. Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion i I Compliance Method Evaluation Report from a Florida Registered Architect or a.Licensed Florida Professional Engineer I] 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 I✓l 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 i _r 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 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- (topand 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.15-086.1)df Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:Large Missile Level"D".Max span is 12'-7"for 35 psf FL389 R8 AE A S S.A INC. P.E.R. DRWG.15-086.1)df 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 W-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.ASD pressure rating of+72,772 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 for use outside HVHZ:Yes Verified By: ;American Test Lab'of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design.Pressure:N/A Evaluation Reports Other:Large missile level"D". Max. Span is 16'-0"for 30 FL389 R8 AE, A.S.S A.INC P.E.R. DRWG. 15-085 HV.Ddf 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 HVS and HV1A working in unison.-See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. i 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks 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 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 Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy!Statement::,Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: L= e21 M. Credit Card. Safe GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSIF7d SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE PATH THE 2014(5th EDITION)OF THE FLORIDA _ BUILDING CODETHIS ACCORDION SHUTTER SYSTEM SHALL.NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. - �L p DESIGN WIND LOADS"SHALL BE DETERMINED AS PER.SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF:"CON I T LENTS BE INSTALLED WITH A"DIRECTIONALITY FACTOR Kd=1185.'USING ASCE 7-10 AND,SHALL NOT EXCEED THE MAXIMUM(AS.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. ' IN UROER TO VERIFY THE ABOVE CONDITION.ULTIMATE DESIGN WAND LOADS DETERMINED PER ASCE 7-10 SHAH:BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA•1::.HV BLADES C1) BY MULTIPLIINC THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX(ASA)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19&20. GENERAL NOTES NOTES - SHEET 1 IN ORDER TO VERIFY THAT:COMPONENTS AND ANCHORS.ON THIS P.E.D..AS TESTED.WERE NOT OVER,STRESSED,A 33%INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS ja 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 BERTHA 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 TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICAL WINDQW BLADE&WINDOW DETAIL -HV BLADE� 00214.01-03.10715.01-03.87004.01-05,/1214.01-05, 10317.02-06./0609.01-10 AND/0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1686 AREA 2: HV BLADE to AND HV WINDOW BLADE fiAl AND E-1996 STANDARDS(MISSILE LEVEL D•WIND ZONES 1.2&3)& 11220.01-10 AS PER TAS 201.203&2QT PROTOCOLS LARGE.MISSILE (WHERE APPLIG46LEZ _ _ - - - -_- - - _- - _ _ _ -HV WINDOW BLADE ®,10505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVE.0,WIND ZONES 1.2.3)BASIC PROTECTION ONLY AND/0725.01-88 AS PER TAS ICA 202 PROTOCOL TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 _ - INSTALLATION DETAILS A-F,CONCREVEILOCK SHEET 6 2. EIV BLADE G)AND IN 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 SHEET 7 CENTERMATE DETAILS HV SHEET B ---- - - -3. BERTHA H.V.ACCORDION PINS(HV_SCREWS),USED-AT-BLADES_KNUCKLE_AIND FOR DIRECT MOUNT_CONNECTION"t0 TRACKS SHALL DE 114x2.75'AND 114x1.75'RISPECTNELY,410-HT MINIMUM SERIFS CENTERMATE ALTERNATING-DETAILS FiV- - - SHEET 9__ STAINLESS STEEL.SCREWS WITH 135.0 Ani YIELD STRENGTH AND 180 kei TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY'APPROVED - - COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEM THE HV MARKING ON THEIR HEAD. END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET f0 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-T8 ALLOY IS:30.0 Ami AND 35.7 f¢i FOR MAXIMUM SPMA TABLES •� � �� SHEET 11 6005-T5 ALLOY:. . ANCHOR.SCHEDULE- CONCRETE&BLACK SHEET 12" S.ALL SCREWS,TO BE STAINLESS STEEL-304 OR 318"MSI'SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 W,MIN.YIELD STRENGTH AND 90 kSI MIN.TENSILE STRENGTH. ANCHOR'SCHEDULE- CONCRETE&BLOCK SHEET 13 AND.SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. - ANCHOR SCHbUL.E- CONCRETE&BLOCK SHEET 14 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR MSI 304 OR 316 SERIES STAINLESS STEEL WITH 35 Loi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE O: 12.13.14.15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 HN BLADE ID&@ WORKING IN UNISON: 12. 13& 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 - - END CONNECTIO14 DETAILS 7-12 &X.WOOD SHEEP 1B 8.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEMA BEARS A US. PATENT'/6'779,582.COMPONENTS OF THIS'APPROVAL ME COVERED.IN WHOLE OR IN PART BY U.S.PATENT/5""458,179 ISSUED TO EASTERN ' METAL SUPPLY.INC. AREA-3:-HV.WINDOW BLADE M ONLY 9.T SHAL BE THE RESPONSIB0.TY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF:THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER.ANCHORAGE.CONTRACTOR TO SEAL/CAULK - ML SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION �1 SHEET 19 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER. TENANT. M T•OR OTHERS,MUST PROPERLY CLOSE ALL D HD AREA 4' WINDOW BLADE 11 J ONLY CENTERMATES AND.ENGAGE OR LOCK ALL FN AND IND LOCKS. AB HV 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA.BUILDING CODE ONE LABEL SHALL BE INSTALLATION DETAILS. METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH BECKON 1710.B:2 OF THE FLORIDA BUILDING CODE. 12.BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL.COMPLY WITH SPECS INDICATE)IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TD. - - 13.(a)THIS P.E.D.PREPARED BY THIS ENGNEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;I..;WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASEAND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT.BASED ON THIS P.E.D.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY 'BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS. IN THE STATE OF FLORIDA (c)THIS PLED.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. - (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY.A,FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(EO.R.)FOR THE.PROJECT AND WHO WILL BE RESPONSIBLE FOR.THE PROPER USE OF THE RED.ENGINEER OFRECORD.ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEERSHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR _ RENEW. . (e)ORIGINAL RED.BALL BEM THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED T. ILII, FLORIDA BUILDING CODE(Non Nigh Velocity" Hurricane Zane "....: T/ p7j .. .. _ - "0 2015 EASTERN METAL$APPLY.INC. ,'�,P•.'. ��'r'- BERTHA NVTM Accordion Shutter System A S S A FIV.RADE.#1 W,CR W/O FIV.WINDCHI KNE Shutter Systems 'DLSOIm,IoN DATE DR"6Y:1 M.L. T1WT TESTING & ENGINEERING COMPANY AS,SOCiatiOD, Inc. - OLD 91-192 4/13/15 1117E -4/13/15 i�iP F OF .•• 6354 N;M.360,3 SL.Sb.]OS wI GADEN3.FLDR0.4 3]16 P6me:(305)871-1530osys7t-1s3o Fm F. (3os)en-i5i, 4268 Westroads Drive z DRAWING No • iS' ':,, .. �(, a1 brscoocd.com West Palm Beach. FL 33407 3 ON =�,�GS'````; m ooD67,v 4 15-085_ �A1" A"\,t1%`% ��Lk 6 4TILLJT 4167 3 - - SHEET FII P.E. SEAI.7S wgw E/DATE 6 1 OF 20 '/ -3Y FDR NmQ11 fii7aE VARIES - 7.918• 1.49t•..- o �'Ti' o61B. •o - • Max. 1.200• 0.oJ •- 4.857' - 4.999• -_ . 375 051 HY_90' 180' STARTER 1. HV SOLID BLADE ( m . 3 HV UNIy RSAL FLOATER COVERED UNDER US PATENT#5458179 QUALIFIED FOR:USE Y{/, QUAIJFlEO FOR USE W/,fiV pLADE� 4 H�QIRECT MOUNT HV BLADE(D Q) HV WINDOW BLADE; "6005-T5 ALLOY AND TEMPER QUAUNEO FOR USE W/ HV 6063-T6 ALLOY AND TEMPER -SEE LIMITATIONS OF USE OF BLADE ON SHEET 19 BLADE 1 .a7- • ® 6063-I6 ALLOY A TEMPER •124• 6063-T6 ALLOY AND TEMPER � _ -_ -3,22¢"-,__ 1.500"-- � - - - � - - - - - - � - .0851 3.556• - Q"----''''''�� .994• 1' .6/0' 072 2226• ren _ _ _ . 842 _ _ - 4.897• 0 N O _- $ 815• " ..092• 4.43 6' N l.nsER WLIP 0.07?."'E;l HV ADJ. ADAPTego . QUALIFIED FOR-USE W/ HV- HV WALK-OVER TRACK. � �HV ADJ. FLOOR TRACK BULDE(1} J QUALIFIED FOR USE W/ Wo'J HV TRENCH TRACK ss• .3 6063-T6 ALLOY AND TEMPER BLADE(I� QUALIFIED'FOR USE W/ 1N QUALIFIED.FOR..USE W/ FIV 6063-T6.ALLOY AAND TEMPER BLADE 0 'ONLY.. @ HV RAINGUARD ' BLADE(D - 6063-T6 ALLOY AND TEMPER QUAUFIED:FOR U�E W/ 1W 6063-T6 ALLOY AND.TEMPER r VARIES _ ^ t.y�6•__. - :BLADE 1 '7 1.815 VARIES 1.936' 6063=T6 ALLOY AND TEMPER � Moi-- m _.^-... 1.917_ .. - _083' 083• g .at73' m.(_.OQ3,_ a� .093• _ •09J• .125" .100- � `.- _ _� •1 -__ ry -un .080' m .060• I 670 a .093• ��o ~JI OF :.060' --- .060•m -11 - p a, 670 I.686T� oey $ Ct 670 1 5 67Q dl\• 11 HV CEILING HEADER 117 HV HEAD/ER/SILL, 93 HD CEILING HEADEFt/SILL J979 0 LIF1ED FOR USE W/ HV BLADE(ilONLY• QUALIFIED0633-75 ALLOY AND TEMPERI`JONI.Y QUALIFIED FOR USE W/ HV BLADE�7 j - 14 HD WALL HEADER�SILL SEE SECTIONS FOR VALIDI SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-46 ALLOY AND TEMPER BLADElO ONLY. 6063-T6 ALLOY AND TEMPER _x_ T CC:MPONENT A B T1 T2 j - X Y > N%MNYLQ1t .. -. 1' 1• 0.062' - 2' 2' 0.125• 2' 5'MAX. 1/8' i/8' _ Y 3' 0.090• 18 2' S'At4X. 0-192• 0.192' X -I 16 SIDE ANGLES 2�0� CORNER POSTS QUALIFIED FOA USEW/ ALUMINUM ANGLES 2.5' -7'MAX. 0.190' 0.190' / IN 19 .QUALIFIED FOR USE W/ HV BLADE,d QUR.LinED FOR USE W/HV :: - :. -- :. :BLADE 6063-T6 ALLOY AND.TEMPER BLADE01 ONLY. . ® 2' 5'MAX. O.7J9' 0.731' 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOT AND TEMPER ., - FLORIDA BUILDING CODE(Non High Velocity, urricant: Zone .. .. .. .. .. 0 111 .. 2015 EASTERN METAL SUPPLY. INC. 0001'. p:TIC(/j.,,� . - BERTHA HVTM Accordion Shutter System T / LE A C O i N c. . .,S.A.S F.L.Y.aAM,#1 W/CR W/O KV.YMNDOW BLAME *= American Shutter Systems *, %l/ �J•� = TILLTT TESTING & ENGINEERING COMPANY Inc. [v N " 6LsealPnox DATE DATE: B4 M/ Association, ct OLD T1-19z V13/1s DATE: 4/1s/1s STATE OF �, toss NW.s61(:s..7tSte-365. .r- c(305);1-153FLOMA ssl 4268 Vles(roods Drive 2 Phone (3DS)B7t-1530.Fm.i(JOS)87f-1531 ___... DRAWING No 4-mail puecoOcoLcom .West Palm Beach. F.L. 33407 3 o�•.f�oA�o .•�a:'� Ea-0006719 15-085:. ��'�%,FSSI NAL •``�� WALTER A.TILLIT 3r-P.C. s SHEET / FLORIDA Lit.A 44167 P.E. 57fdGM15'�RE/DATE 6 - .. 2 OF.20 - - _ 4.660' _ �•�iI,°�'ary-- 92_9-,I UC-I1<�0xI1 /2'� 11/C-20 1E�CAST Sf 576' 4 2.293' IaADED HOUSM Y ENNE 2. .745' &,-U BAKED PALIED t�m4•_2I0 CAST .----- (2 TYP.) 1NUS0 A L:YN.1FAEMR0E IL5t.YED E 55 NRN - xNDe. 04, o .062" N —_.. _ .675.. m 1.325' :J16 _ BRASS _- '?:'J 4.70 � 0MME (QDKWEE PPLATOIR muss D) �21 HV CENTERMATE 2 o TT 379QUALIFlED FOR USE W/ HV BLADE& ONLY ATV CE � T °' NKK°' �y s.oz3__ QUA OR OR USE W/ HV QUALIFIED FOR USE W/ FIV 6063-T6 ALLOY AND TEMPER OU ED FOR USE W/ HV BLADE(,& ONLY � - BIAOF l'I & ®ONLY. BLADE Q& @ ONLY. 6063-T6 ALLOY AND TEMPER2�8) HV CORNER CENTERMATE QbLFIED FOR USE W/ W BL.ADEQ)ONLY 50' 1360' 2 O.D. 7.874' 6063-T6 ALLOY AND TEMPER PLASTIC HEAD o N�5;,18r - -MOLDED TO.- _ _N - "L7 _ - - - - - 1.756' .922• -__ -- - - 4-015• - -- - - 21r SCREW1.753' AFTER RIVETING 33 t.(xn - - _ n p64 _`v `vl_ _. �_Na'•-06 1/4"�-2D 5 X 3/4" BEFORE RN771NC S.S. THUMBSCREW -1 14-0-26 RIVNUT* - ��t'P el. ._ M(lox- ALLOY)LARGE . .. m A' - *SERIES 9444 ALUWNU {T3 FLANGE TWO n m SHFEi NITTSDO.PARE P 0820,AS 4ANUFACTUREO BY AVOfl I 2. x75Y 822' ~-- PLAN- .� n! FW11T OVATION I � HV MALE "T" LOCK CENTERMATE - 4.566' affRRr rExra2N.rAimrPwv,NEW.IlRSEY 07054 OR EQUAL �7J LOCKER FOR "T" LOCK CENTERMATE QUALIFIED'FOR:USE W/ FIV BLADE )ONLY � HV FEMALE °'T LOCK CENTERMATE HV "'T" LOCK ® HV ALTERNATIVE LOCK 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FOR USE.W/ KV- 6063-T6 FOR USE W/ HV BLADE iDONLY• OUAUFIED FOR USE LO 'AND TEDE ONLY W/HV:BLADE QI ONLY. BLADE Q ONLY. 6063-T6 ALLOY AND TEMPERR'' 6063-T6 ALLOY AND TEMPER ' .1.817' -1.917 -� . - � 3.761 .! • _r' O. �•T? _`..D CYLINDER OR . n v :UG3 062• 1 KEY CYLINDER .214' �•J" .545' • In+ 'r��' '° 'n n •0 0.879'Min. •JO m n o ° r m= 1 .125"Max. 3.1 HDC ER O OC ROD HD CENTERMATE w/ CCI G. 0 O ° -o QUALIFIED.'F.OR USE W/ HV BLADE 1 & A QUALIFIED FOR USE W/ HV BIAUE1. & TA # HD CENTERMATE'S INSERT 804 g1 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND.TEMPER. mom. o _ VtiwES 12•IAu+ QUALIFIED FOR USE W/ HV.BLADEW& 1A _l1��-x0 s�oe�3/B•a-4---j 6063-T6 ALLOY NO TEMPER .-_ __j THUM�NOt�UNN (SEE DEGAS) D° _ � OR CYUKEY NDER • .---_-- '-_..___.. 1 L ..-- .. 1.57 Mm 1.78"Max. ol • �-------:' _ 4I ® LOCKING ROD� 375'0 /4.0 ® HD LOCK QUALIFIED FOR USE W/ HV BLADE(J M/ 3�8"0-16 ACETAL HV 1/4" 0-20 AISI 304 W.REGENT HARDWARE MORRSE LOCKS SERIES 2,M3 HOOK DOLT LUCK. - cc�� 6063-T6 ALLOY AND TEMPERERIES S S THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE-O& IA ZS DD/INSTALLATION WILL REQUIRE A EMBEDMENT.HOLE THUMBSCREWS / FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone DRILLED AT TRACKS FOR PROPER FJIIBmNIENT QUALIFIED F NU ltp p V BIADE.Q1 QUALIFIED FOR USE W FP/ BLADECT) 9 y ©-2015 EASTERN METAL SUPPLY,.INC. Q;:��pENSF BERTHA HVTM /T L. E: ,A■ Accordion Shutter System C O im, A.S.S KV.RAM#1 w/OR w/o KV.WINDOW MADE American :Shutter Systems TILUT TESTING & ENGINEERING .COMPANY EvI .DEs1I1-19 DATE DRAWN 8Y: M.L -o'•: St ,,`qQ..��'`� 6159 N.W.36m.Sl.SN.M.YR@IA GARDENS,RDRDA 331 268 W'stion. Inc.IDri � T �OID 11-192 4%t3/Is w1E:- 4/13/15O Ph..:(305)871-1530.Pax:(305)871-1:01 5268 Westroads Drive -2- - DRAWING Na %,�FF' .....• '��`� ---- -.9;ut�c o-L.— West Palm Beach• FL 33407 3 15-085_ PiSSiON A "`ll WALTER A.TTw67Tla..P.E. .. .- 5 -- SHEET FLORIDA LIC.#44167 P.E.,SEAL/SIGNATURE/DATE 6 — 3 OF.20 SHUTTER ASSEMBLY SCHEDULE FOR HV 1 HV 4t 3/8e01 1 121D[N. PCE 40 e_j I X625' Q HV BLADE 1 to 1e7s rLi� .® 3 I j UTADE .0025' Scrnw x_x D675 .O6z5" HV BLADE 1A ... . HV-LONG RECESSED NYLON BUSHING 1 j I �� KNUCKLE : '0 OPENIN 0625"2. 39 a F (TYP) 0.062.y.. ©9 HV SHORT RECESSED NYLON BUSHING_ - ® W NYLON HAT WASHER (DOR FLAT 0 RT[ON 350' HV WHEEL CARRIAGE AISI 302-303 SERIES1 / 40 „ I 4t ///�z.eTso' X 0.870"x3/16" THICK.NYLON WHEEL. 3 I "I I_ _ f1I - n 2 7/0'MM. / HV WINDOW CLEAR 0.188"0 AISI 302 SERIES S.S. RIVETS EPAATIO I � -aszs'_, 0625'3 .I m17500' sBETWEENN -®- HV 1. 3/4•' ACCORDION PIN.W/ #8 HEAD * EXTERIOR _-Ala�mos _ ON C 3TERS�fffON-T=Y `7 . -- - - - - -HV-2 3/4'•-ACCORDION-PIN'_W/-#8 HEAD-*- ... _.. -'---( - -. -- 4 J _- _-- _'`2 1/4' E%IFRgR nEVAngy �. 1 CLEAR ® POLYCARBONATE IMPACT RESISTANT'[IV WINDOW. .. i f DSa TYPICAL HV WINDOW BLADE ISA AND POLYCARBONATE HV WINDOW DETAIL 39 (DOR ® -® or ((SEE - - _ . RE ENFO I I (DOR I POLYCARBONATE IMPACT RESISTANT HV_WINDOW BAYER MAKROLON 3103 POLYCARBONATE I 1 i I ' RESINS, UV-STABILIZED GRADE OR SABIC _.._Ji,--_-...._ _I T0 BLADE M INNOVATIVE PLASTIC L£XAN 103 RESIN * I I � -I (SEE NOTE °F".ON SHEET 19). HV _ (D OR (1) HV PIN ® SHALL ALWAYS. BE USED Ar ALL EXTERIOR ® c'W o I BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O OR N i POLYCARBONATE SOURCES FOR 44 I EXTERIOR ,PPLFT13W HV 9 BLADE. TYPICAL SHUTTER ASSEMBLY ;VX, P�n6 nA�® N.T.S. -' •HV PIN l2 OR(RIAT REFDOCE (2) FIV PIN ® MAY BE USED IN LIEU OF (9 AND ONLY AT EXT OR BLADE'S KNUCKLE. 1'JIlWfdL• EXTERIOR DO fTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV Q 00.324• I (SEE:NOTE FOR I spErn c aAvm ASTM cost aw mAo' D.M IeM• BLADE WHEN CORRESPONDING TO INSTALLATION 'I1 SHEET 7- 3 REOUIREMENtS) fi TIN= .048=II-• p I 1 lERS:IE nF1D 59QN01M ASTY 08311 9.100 p-•+. 9�`W p.LL TYP.-- niocu 1 STRENOTN Al YCLD ASTM 0)90 .12.500 p.a1, 1.1..00 ,1 (3) HV PIN ® OR ©W/ 1/2` O.D. 1/16" THICK S.S: WASHER 0 �y I I [ v[tx m¢loaxr Am 9799 x0.Dro pa. x5AC9 pa. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. SHALL 9 Ii I i �esr SHEET OO NM01oD_ ASM 0730 15 pT-A!; 17 Fr-nf. [I; MEL CARRIAGE DETAIL s,�ouia � ' "MQ A7.2 X e..5 i MAT A..• ASSEMBLY LAYOUT PATE OF fl P . Abw Dais C-1 CASs C-,CUSS N.I.S. SELF IGMfpN ASM 019]9 1040 T 990'F 1ffA1TEffig7. ASI11 6135 TOME SIPFNOTII AM RrATHO1M0 ASTM 678 9307'.pi. 8x0 pal, L) HV BLADE SOLID & (A1 HV WINDOW BLADE DETAILS 'A ""°�°` A5'°'e °""'` 3880-1 N.T.S. FLORIDA BUILDING CODE(Mon Nigh Velocity Hurricane Zone 2015 EASTERN METAL SUPPLY.INC. ,•�y�P�•.. Cir'; BERTHA HVT)J �10EN,s•��,_ IL E C O iIMG. A■S■SEA■ Accordion:# OShutter System _ H.v.aanE 2.t w/OR wjo L•I.v.W1Ntx>,v I3.4fE American Shutter Systems TILUT TESTING & ENGINEERING COMPANY - y REV. :ORYRO'iION DATE.::OM11N Or::M.L. z 13A7FOF r A'- 6355s:1r.38,St-set 305•VAMiaA bJ MS.FLORIDA 3316 A390CIOtiOOP Inc. 1 :-OLD 11-192 i/13/l5 Og1E :4/1.3/15 '�•' Phone:(305)871-1530.Fox i(305)071-1531 4268 Wes(roads Drive z DRAWING No ORIDP.,:cL�`: e-n9i tat«p000l.Com West Palm Beach, fL 33407. 3 5-085 ��'''•,s/ANAL E�G`;`5�� WALTER A�OLLff Jr.PZ6719 4 P.E. LIRE DATE aoRrou8 n �.p 4a,s7 SHEET 4 OF 20 Q'•®m _ -Q©•Q(� *NOTES ON HV LOCKS AND CENTERMATES: A B C. ° �'�m Y N 5 L U 6�"lN°e ♦ rj .. 5. .•Q a�•��Q'� 1. MANDATDRY CON DMON N_ONE W LOCK®or®SHALL BE USED AT 1/2 OF.SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BE OW /2.OF SHUTTER SPAN FOR SPANS UP TO 105'.AND FORANSTALLATIONS T ANY ELEVATION. W LOCK(2�or t S MAY B6 USED AS AN INSIDE OR-OUTSIDE LOCK,ATTACHED TO ORn In ��j CENTERMATES W/(2) 1/4'0-20 x 1/2"LONG FLAT HEAD S.S MS.LOCATION OF LOCK SHALL BE AS INDICATED ON ... - ... .. ELEV 05 .04 �, TYPICAL SHUTTER /TION. 2. .IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV 16 m LOCKS q-;95 OR(?§MAY BE USED AS AN INSIDE OR'OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES f -® OR a SHALL BE AS_IN_OCATED ON NOTE(1)ABOVE / r LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3 OMNAL CONDITION NALD ONLY WHEN_MAN TORY CONDITION 11 LIMBED MANDATORY CONDITION X - V CO- H V 1 G RODS 'p ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY bar 5oa filar Oa" 4 _ + PERFORMANCE. .. - _ �—��_JTj/TWO OCKS. LOCKING � � � ®.. - - �°'� -BE USED-IF DESIRED-TO,ENHANCE SHUTTER PERFO CE. LOCKING MOOS OR AN ALTERNATIVE DEVICE MAY ALSO-BE USED-AT-STACKING POSITION (NON H CANE POSITION). - a W - 4.MANJL►TDRI/CONDITION f2. ONE W LOCK SHALL BE USED AT CORNE:R.CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. IV LOCK or��SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO Q0�CORNER CENTERMATE W/(2) 1/4 0-20_x 1/2'LONG FLAT HEAD S.S. M.S.TWO LOCKING.RODS - AT-TOP-& BO OM-SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. �-IF MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. II�IIa�fp S.FIRST ALTEMANIE TO MANDATORY MI)ITION JI VALID ONLY FOR X/SNMMWAL CMUMAM it If II O' 3G p$�Q�_,• ONE ALTERNATE FN LOCK 2l)MAY BE-USED IN'UEU OF HV LOCK $or: FOR ANY,SPAN AND Tia �T' INSTIiLLATIONS.AT ANY ELEVATION.ALTERNATE LOCK.'MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT O 9t3'S 1 OF 1/4'0-20x3/4'S.&THUMBSCREW TO®OR f�CENTERMATES SHALL BE MADE IV/1/4'0-20x3/4'ALUM. RNNUT AS SHOWN ON SECTION ENE, SHEET S. ONE LOCK SLAT BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. 6.MANDATORY.CORDTDON.j;fOR KEYSTONE MOUNITING INSGLATIONS ONE W LOCK 0 or�or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN.OR 12'ABOVE OR BELOW t1 2 OF SHUTTER SPAN FOR SPANS UP .. - TO 96EL ',AND FOR INSTALLATIONS AT ANY EVATION. HV LOCK 0 or®or @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO(a or 0 SYMMETRICAL CENTERUATES W/(2) 1/4-20 x 1/2.'LONG FIAT HEAD S.S. SEE END-- �� - �� M.S.LOCATION OF LOCK SHALL.BE AS.INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS�7 W/® CONNECTION OR A TOP AND BOTTOM IS COMPLETELY MANDATORY. DETNIS ON D f C X I J K 1: Y P 0 X Y W X - - SHEDS 10& 18 "..FULL I I1 � •NOTES.ON HV "T" LOCKS AND CENTERMATES: - ---.---- -- ----- IL OF CORNER 1. SECOND ALTERNATE TO.MANDA -AND MAIM AND CENTERMATE ONE ALTERNATE HV 'f'LOCK MAY BE INSTjtLLED IN.LIEU OF FIV LOCKS Z�OR'�*FOR ANY SPAN AND !7l w(D-1 D , 3 w I STALIATION AT ANY ELEVATION. ALT TE LOCK 0,rY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT \�J ��:✓J OF LOCK 0 INCLUDES USING REINFORCING LOCKER f�7 AS SHOWN ON SECTION HVG, SHEET 9,WHICH MUST BE CONNECTED TO CENTERMATFS'�Q AND�'l W/ 1/4'0-20 x 7 1/2"LONG S.S..THREADED BOLT W/7/8'0 x'3/32' WINGNIR OR W 1/4'0-20x1'S.S.M.S. INTO A 1/4'0x 5/8'RNNUr:LOCK MAY BE 14STAU-ED AT MIDSPAN OR 12' �•O•�oa�•�+ cw MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS @TOP AND BOTOM IS MANDATORY. /J-18 DP 19/•-3319`•@-(g 1g 5� tNOTES QN HD LOCKS & CENTERMATES: j. : ONE ALTERNATE HD LOCK(,�4 MAYBE USED IN UEU OF TYPICAL (1) HV BLADE SHUTTER ELEVATION Hv LCCMS 2 OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK�R MAY BE_USED N.T.S. AS AN INSIDE OR OUTSIDE.LOCK.ATTACHMENT OF HD LOCK TO 6g: IS W/3 f8 x 3/8'F.H. SS.4.S.,AND INCLUDES REINFORCEMENT INSERT 0 AS SHOWN ON SECTIONS HOB. AND HDC-HVC,SHEET 10-LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS®IS COMPLETELY OPTIONAL FLORIDA BUILDING CODE(Non iqh elocity. urricane one ®2015 EASTERN METAL SUPPLY.WC: �Q ��CENSF'T'�9'', BERTHA HVTM A■&S.A■ Accordion Shutter System H.V.BLADE#1 W/DR W/O FIV. WNWIN MME TINT TESTING & ENGINEERING COMPANY Amerlcbn Shutter Systems REV.Ift DESCRIPUOY DATE- DRAWN Br: M.L. STATE OF ra 6353 s,W.36U SL,See.3DS.MAMU GARDENS.rLamA 331 Association. Inc. t OLD it-192 4/13/15 DATE: 4/13/15 • 4268 Wesfroods Drive r_ -��F •.'� R C-` PMGA' t 1B ia:t3rc�m.com�lBli-7xT1 West Palm Beach, FL 33407 3 DRAWING A. ss'........�Nv`� WALTEREEI�AOTLUr19 P.E 1 15-085. ONAL lLL``�� FLOROA Uc.®44162 3 SHEET P.E. SEACt�51�'Nl1tiURE/DATE 6 5 OF 20 RED CRETE AN - OR CON CONCRETE - POUR#(.E1 E SCHEDULE ON OR CONCRETE DLOCK POURED; CONCREQUIRED 1/4'0-20x3/4'S.S. CONCRETE REOUSHEET 13) CONCRETE ANCHORS W/1/E SCREIYS REQUIRED Fpt... � (SEE SCHEDULE ON W/1/4'-20 CONCRETE ANCF40RS r18 (J�G.ISTONE(SEE GOUNfWG(U7 ON SIW 7) SHEET 13) NUTS 0.12'D.C. (SEE SCHEDULE ON SHEET 43) IT -_ ` 0R 14Min j:.1 4 0-20;3/4S.S. Min:.EO EOINGMACHINI/4CY�O NUIS/�' 0-12.O.C.E.o.• z. 250'Max. —.13 5 D• -- . I --13 OR/-I .250'Max. -iiD.- TIONAL ii i I / �PTIONAL I --I 1 m aAS(SEE _ _ 1- _ _ _ _ 1 �,E ON yam,. _ _ - - _ \- ♦ I _ _ _. _ _ _ __ ____ - _ _ __ I __._MIN.SEPARATION TO.CLASS _— - _ ____- - _ _ __ __ a�sRAW mro T90R� --`'JAR 1� _ - _ ___ II - -O ..IXGSRG— (SEE SCHEDULE ON SNEEf 11)—� IXISTING . BIOSmC�i i MIN.-SEPARATION TO CLASS _ _ GLASS--._ l -(SEE SCHEDULE ON SHEET 11) I - �•.-- EXISTING I .. GLASS— HV.. ' HV WAL_L_ HEADER INSTALLATION (A HY WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION + KEYSTONE EXISTING SCHEDULEARAN NOON TO GLA S - 1 —Y-1 MW.S �1 SEE CLAtiS--� m GLASS(SM 1. 1 _. OR ®• 1 MIN.SEPARATION TO CUSS I I 1 FXGLASS soa0ue ON 9fEf 1Ii I' i (SEE SCHEDULE ON SHEET 11) I GL155 �•N MR MACE G)A•o- rF ON.19 fpi OPTIONAL 1LLt�I LLSS77 ) i l i i Cum a)J:� � � � EXISTING � /_ 1/4'Max. oallar+nt j - —13 O.O1 15 D. EO EO r f —13 1 --- 1 2 0, 4 t_ -- -_" �ti..__1/4'0-20x3/4'S.S. Min. I `� I,_,E Q� PHILLIPS TRUSS HEAD / CONCRETE ANCHORS �. .TRUSS NOFAD IMCIIWEPSCREWS MAgGNE SCREWS USING ---` - ,. S W/ 1/4'-20 RUTS O 12.O.C. ONCRF.TE ANCHORS 1'J 1/4.'=20 NUTS 0 12.O.C. (EE SCHEDULE ON (SEE SCHEDULE ON SHEET 1}) Min. POURED CONCRETES SHEET 13) POURED CONCRETE OR CONCRETE BLOCK - OR CONCRETE BLOCK "y- C£WICRETE ANCHORS REQUIRED WALL REQUIRED HV WALL SILL INSTALLATION (SEE SC44MULE ON - �HV_WALL SILL INSTALLATION POURED CONCRETE_._ SHEET 14) OR CONCRETE BLOCK WALL REDUIREO O LL HV WALL' SILL INSTAATION aR COMBINATION OF SECMN5: I N STA LLAT I O N D ETA I LS W../ 1- SEE SHEET 4 FOR TYPICAL SHUTTER • E.b. _EDGE DISTANCE ♦ SEE LUMIrATK)NS OF USE FOR ASSEMBLY 0 HV. BLADE 2- MOUNTING SECTIONS CMI BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) BLADE IA ON SHEET 19 IN ANY WAY 70 SUR ANYINSTALLATION, .. I ' ,,,,,,,,,, FLORIDA BUILDING CODE(Non High Velocity..Hurricane,Zone /��I,� .. ... .-. .. ©2015 EASTERN METAL SUPPLY,INC.. \ 4 ,,��P` .-......... rte. BERTHA HVTM _ A S S A Accordion Shutter System /17L57c0 INc. . . ■ FLV BLADE#1 W/OR W/O KV.WNDOW BLADE Amerteon Shutter Systems TIue9naN GATE DRAWN DRAWNm: N.L. WT TESTING k ENGINEERING COMPANY cv. pE S AT TE OF aAssociation. Inc. 1. OLD 11-192 NE3/IS:DA,� :aps/15 :'� 63»N...3cu r.sv.Sas.vu G9u +nnD s:itonl A all Plwne:(305)071-1530.Fax (}05)871--15]1 4268 Wcstroads Driven DRAWING No a•IT:1at«ao9m.9am West Palm Beach, FL 33407 s ss •:......- G 6719 15 085 "N,,1/ONAL ENAA\�AWALTER AEB-�LLIT J,P.F-. 4 _ r",I 1it rLOI Uc.!44167 s SHEET F.E..SEAL_yg��NATURE/DALE 6 .. 6. OF.20 POURED CONCRETE ANCHORS ... LIM 9M,,?A7xN .. 1 OR ®� 1 ti UN.www1m -O CONCRETE (SEE SCHEDULE ON SHEET 13) 1m GUMal( IXISfINC i (� ASS o REWIRm _ 1 J-EDGE OF 71 FORBNO SWU GLASS--i Yx�nv;nnd r,1) f -_ SLAB IF 1 DlASL T Rfg UaEm F.D. APCABLE EXISTING GLASS 1 i ALTERNATE i i i i i i i i OUSTING ' I F : .. i ANCHOR t t t 1 ' ✓ .. LOCATION 5 010.3/4-HEX WASHER HEADI I I. CLASS I I 11 OR 13 OR 15 i 3/11 VRI.. TEK SCREWS a Ir O.C: i EDGE OF CONCRETE ANCHORS $ SLAB IT, BLE SCHEDULE ON SHEET 13) E I I EDGE OF LxIST1NG 1 1I - _� - _ 11 _ < SLAB IF o GLASS—1 SLAB 1 /1/2 -fl EOGE of APPLICABLE - - /` wx APPOCABIE .Eq: -EO. APPLICABLE f / D.4 - - - CONCRETE FLAT HEAD CONCRETE ANCHORS NCR _ / POURm L EyMg� POURIDJ _./ REQUIRED FTAT HEAD CONCRETE ANCHORS REDO RED (SEE SCHEDULE ON SHEET IM1) 1 Lei SHIFT 1a F13I ' _- --1 OR 1� CONCRETE !•-.. -_ _ _ __ - _ - - - - --_ - aAo�(DaQ REQUIRED -- —i•0. - - E,0.�—_ - (SEE SCHEDULE ON-SHEET 14) I1 .TRENCH INSTALLATION -- VALID ONLY FOR UP TO+70. -75 PSF A.S.D. J HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING& FOR SPANS PER n-WV CEILING INSTALLATION (I HV FLOOR INSTALLATION t SCHEDOLE a3, SHEET ,1 Dg5,R1G �,-,�:w, ------- ... CONCRETE ANCHORS 4TIs5 r—__.-..._L-�, _ (SEE SCHEDULE ON 1/a'e 1. �mLEx 7APcuN w/ a+nm 1q _ ro anssSHEET FJOSIIING EXISTING AV.t41a 60'Np710N ro aAss FXISTICL --1r .____ I _ rnrufls Tal'M,:/TC"GT�w/ I • 'GLASS CLASS II�:A@AF WI 3iJ.T 111 - \•1J I un.SWJu(Rdl 10 1 3/4'LGN.DUMXVR o.6' . Cr FOR UP 10 V-W SFM AID III i D i i I i I I I 'II 4•CC FOR SPAM I.AR=1HW 1.1 11 I 1/4 tilt 1 5-D'IR TOE•-0•YAX APPLT . / �S'L' Ai EVER(FASM E /EM MAX. I ' (7YP.)( .Yo7E tt m ST n 1/2' i 5 ,i _ U 4 i �..81ax3/M1•HEX HEAD E. FORwap 3/B VAX. OR iPS ii { TEKSCREVSCONI.O 12.O.C.814x3/4" HEX . B' us TEK sc . COHCRLZE nNCHORs _ _ 6 9+ax3/4 s.D.s. _ / Nc,/4.zo NusOR 1/4.0-20 SS. M.S. i .O 9.0.C. --_ NawNU7 q 9•U.C: (SF'E.SCHEDULE ON 1 L - SHEET 14) 1 �iW COSMIG NON SRLUCTUR,L 2.01 AIN._: �MU(DEGORATM OF E:D. t SLAB - Naw)/4•F.H.S.D.S. CONCRETE 1 7/B• 17/8" APPLICABLE _' \_._CONCRETE ANCHOR . . OC. ED `� NOTE 13(b) SEE NOTE 13(b) -4-'� .D POURED.CONCRETE (SEE SCHEDULE ON ON SHEET I D. — ------ -- OR CONCREE BLOCK SHEET 14) POURED CONCRETE ON SHEET 1 ?• '.e Vn.:•.. v REOUIREO OR CONCRETE BLOCK — ------ REouIRED 0M KEYSTONE MOUNTING INSTALLATION oPnoNu CON POURED CK, HV WALL FLOOR INSTALLATION �j� HV WALL WALK=OVER.INSTALLATION YANNM ASD. SPA PRESU•�[' 72 Wi W-"xww&SO.C SMI B'-0- RCOUIRED HV "El INSTALLATION t NO1F FOR COIADINATION OE�SfCHONS: FS IHIS IN TALLATK)N SHALL BE RENOVABLE WHEN PE FRORMEDD. EDGC DISTANCE ADJACENT TO AN OPERADIF SFE 11MRATIONS Or USE FOH 1-SEE SHEET 4 FOR TYPICAL 5HU7LER EE SPECIFICATIONS ON SHEET t3) OR ENTRANCE BLAOE��ON SHEET 19 INSTALLATION DETAILS W j C1�' HV BLADE ASSEMBLY N ANY WAY TO2- MOUNTING�SUIT ANY INSTCTIO NS CA N BALLATIION!"ED FLORIDA BUILDING CODE(Non High Velocity_Hurricane Zone �A.'fit 0)2015 EASTERN METAL SUPPLY.INC. ............. B RTHA HVTM �y'P �\rE"SFAccordion.Shutter System K /, W DR W10 KV. ��N> ADE 11LIE c o inc. A.S.S.A. American Shutter Systems RIEV.lk UESCMFTICY DATE ORAAN BY: UL o'• STATE OF TIWT TESTING & ENGINEERING COMPANY Inc. n ` Association, 1. OLD -192 4/13/I5 DATE 4/13/15 a3s5 N.rr.Sem ct.•Ste.3115,VIM MA GARDENS.F1OREu 331 4268 Westroads Drive -2 ft :(305)87,-1530.Fox:(305)87+-1531 DRAWING No c \ e,naa:talK0000Lwm West Palm Beach, FL 33407 3 ;,FS ........ EB-OW6719 4 15-085 '%.,�SSU IV At topo WALTLR A nun Jr.P.E. P.E..S�/ 781�A ESE/DATE FLORIDA U.g 4x,67 SH7�OF 20 SM E140-WiLl. CON (,` IL ETS 10 & lfiw 56E NOTES ON LOCKING RODSo.HV LOCKS(D er oUT 9m IN r . INSTALLATIONS W/ 1 HV * ALIFnNATE MV LOCK®oR SHEET 5, �E%ISTING C1A55 BLADE W ... HV..CENTERMATES BADE SUCK DETAL INi IS VALID FOR ALL cF1J,ERMn1Es PPPL1CAn0.Y WITH BUDEQI Q0iR@,i,&O7 4.0-0- 0R SEt.END WALL coNNECTION 10•�$°R©,©mQ<©°R - IXISONG CULSS DETAILS ON SHEETS 10 & t8� ---------- --- -------- --- -- --- - ----.-- ---- ---- -� 2-x2'x1/e-rO'-z _ I ®'®�O9•Q3 0 19 3 /4--- ----- r— -.. - G )/z— --- ---- z• _. ._ .- (c053-Te,V1oY)ALUM. OPPOSING SYMMETRYCAL ANGLE ANCHORS 1To C NAPOONCRETE I/2' oN©' ANCHORS / CONCRETE I- CENTERMATES CENTERMATES '�S MSDO oOMN C /IOxs/�'S.N.S.O 12- IC" ---- -- MINT SS GLASS (4)#10.1/2 o.c.FUIi LENpIr,- W V L G HV _- SEE SCHEDULE_ `-1� / H OCK 24 or W/ LOCK or 2 AT EAGFIAN6LE(iTPI - - 5 - I _ - _ .\-._- - - - - _ - _ - -_-- ® -*- - - _ 35* - _ --- --'IN ---_ 3. —oN SHEET ,i). - 1 ® - —.: i �N®�©•�w®�10 •Qm 10 v ® EOUT ® � �* HVC 10'�S p©'�^©•©a HVA HV.0p ©°a®�©'O°PO°R 10 ®� —EXISTING CLASS POURED CONCRETE OR ©.�O•© ©�O�V"-I 10•®pa©,®rn©•©c°— / --- -- CONCRETE BLOCK WALL 8 7 w 6. 7 oN I ) I]OSTING w'O © O O ® SYMMETRICAL * MIN..SEP—TT N O O � LiN �'O'a O'® CLASS 8 . 8 ALB 19• 3 a 1 • $ \EXISnN - � CENTERMATES ©• E CHER 5 --- J -CUSS \J * (SEE SCHEDULE WHV OC 6 ornoNAL ON SHEEP 11) (ItliF1210R) ®•©°R I MIN SEP TO GLASS ON FIN] I•I ® 0 V - ©�— (SEE SCHEDUTT LE I`I ON SHEET.11)' (IYTERIGR) _ O U T•� CONCRETE c �/� 1 ANCHORS AI I- I 16'O.C. Z i -- VARIES I I ) J -- �/ F� r/'A OUT —r 1/2-MAX. SLACK .—._ _ nC(Jf(EEXTERIORR)) l� HVE CT HVF** OUT HVD FLORIDA BUILDING CODE(Non Higt, Velocity Hurricane.Zone ,FTT,IIIIIIHtI/�� ©,'2015 EASTERN METAL SUPPLY.INC. ,,�,,�ERA;T►c��r�,, BERTHA HVw F EN c�''- A S S. A Accordion Shutter System IL E.-co INc. H.V.BADE#1 W/OR W/O H.V. WIND N BLADE *j !�>��/,T•*� TICCIT TESTING h ENGINEERING_COMPANY American Shutter Systems REX W D[SCRIMON DATE DRAWN By, 1':L &711 N.W.30N.54 Sls JOS.V6taN7(C/J?DEN±.FLORDA J31 Association. Inc. , OLD 11-192 1/13/15 ME: 4/13/15 o'• ST(Q�OF = 4268 Westroads Drive 2 Phone:(505)871-1530.Fox.:(305)871-1551 DRAWING No West Palm Beach, FL 33407 a �s, EB-0006719 15-085 LIG p 5 - SHEET �0pp......•.�G``� WroTRmaATlaff!+a1w. P.E.. /DATE .. 6 8 OF 20 ALTERNATE INSTALLATION W HV "T" LOCK 0 V MALE FE ALE ."T" LOCKS'S -CENTERMATE 8 9 & LOCKERS at Wj 1 HV BLADE SEE END CONNECTION DETAILS ON SHE 10 1e INSTALLATION In HV BLADE OUT F IN- �°�" 6VDEO5VLK��H8.WMATED ON Sl� W/. HD. CENTERMATES Sf� y� AS%IM AS HN.VEISK nD nm BIADE®DETAIL ® ©•O7 1NOU-NVO. m0•®m *WDI D ON KS sN�.Mr EX VSm WIN TTIs NT SEE END WALL CONNECnON- I 37@T0-&@-0- ant 0•_ 5 m MULLATION nETAi Im%lamm w ant gatc DETAILS"ON SHEETS 10 h 18 I ©•O'®n© � ®' (CLD3-T6 µDar a),/••.Twvr y 1 - - - --- --------- ------4 _ (oPnoNw� 5n-1 (o'DaruU 1 `-`'*+- --- -- --- - -C N)/+DTI/Y Sus TD TUD[l i ima/4.bus o,2• _ _ ._-_.. --- -_- 3 u F/dl 4t1E.,(TtP) O.C-ML ILNFAIT. * IN (4)N.V. IN (.)TIM. _ ro�.AATgN I T" 1 PINS(Tw.) 3 yro. .7 U4• PINS(TrP.)' .�yy.- Iso comic III -- 3 /_ LOCK (INSIDE) .I "_-. - _ - -- ---- --- - 29\N5 1, —x LOUT31 oN 2 {3g 31 Oa 32 31 Oa 31 Da©2 2 -,1/4" 0-20 x 1 1/2" Ss.M.S. 4 * 35 *SEE NOTE 6 FOflf1V LOCK® © � W/ 7/8"A x 3/32" WINGNUT. (DPTxaIA1)HDB-HVB .OUT HDC-HVC r LOOK.ON SHEEr L. # M�IETRICAL HD'CENTERMATES 0 HV "T" LOCK (OUTSIDE) 2 SYMMETRICAL HD CENTERMATES ® W/ LOCK (EXTERLO� �/ ( ` LOCK (1_NTF OR 'I'Soacs 9-ALLWNM HVG* 2024-T1 Ia10T)LARGE FLANGE TNN ®°O©•OmO f0•®m z T NUISERT.PART/OB2q 1D•m®°A®'�©•®a - AS MNUFACT11REl IN AVDEL CIVEV TEJQORN.PANSIPPCIV.NEW JERSET ©•O•©c.©•O•®a, 07054 OR EGVAI- 3 --_- -- -© MIES ON Lwa rrom 0 a w®coos on s¢r y i-0 IdiN/rX RfIIN1G DUDE®ORrl NIXYHA R v)I'm AL cvaa 5/31L!/,IK)4 wM Dl/0E 6) HDD—HVDt+ FLOATING STACK FLORIDA BUILDING-CODE Non High Velocity Hurricone.Zone p 2015 EASTERN METAL SUP 1 LY,_INC. ��CENSF'.`!9 BERTHA HVTM - IL �co �n�. A,S.S,A, Accordion Shutter System ( - a H.V. MCE(/1 W/OR W/O KV.WINDOW GLADE AmerTcan Shutter Systems V.11. DESCRIPnON OATS DRAWN HY. MIL TILLIT TESTING & ENGINEERING COMPANY = TATE OF r c Aais6clation7 Inc. 1 OLD 11-192 4/17/15 DAIF- 4/.13/15 -- e rxss N.w..su(. 5)L.71 155,v.Fa,:(.305 8ENS.RD153 SSI6 4268 Westroads Drive :z ' (305)871-1530.F0::(30.5)871-1571 DRAWING NO -mac mceeoeoaa—" West Palm Beacli, FL 33407 s wuT�n0006i7r19T.P.E. a 15-085 11' N"` FLOROA Ui. 8 44167 - 5 SHEET .. P.E. SEJS f�I�TeRE/DATE 6 9 OF 20 -- ... - ... - .. .. .. .. RED CO E POURED CONCRETE POU CONCRETE CURED CONCRei -POURED CONCRETE OR OR CONCRETE OR CONCRETE- ZE GONCFTETEBLOCK WALLORCONCRETE LTLOCK WALL REOUWED BLOCK WALL REQUBLED REQUIRED BLOCK WALL REQUIRED -EXIStING GLASS —EXISTING GLASS CONCRETE ANCHOEXISTING GLASS 17 . MIN EXISTNG GLASS o ts'o: — MIN.SEPARATION — I'- —TO QALSS(SFE LEN-SEPARATION ACT SEPARA1x7N 1SHEET TO(LASS(SFE - I BOE OAND10(BASS(SFETO GLASS(STSSO HEDLXE ON%YET 1/16"x3'MAX. ON SHEET 19 FOR I��Q SCH DLI E ON SHEET 11 FOR BADE(DAM (6063>16)CONT. ® ® .. ON SHEET 19 FOR _ ON FOR ET QRND MADE90& T/2 ' ICN 91LLT 19 nYi _ ON 9fEr 19 FOR ALUM. CLOSER - IRMES mo& C IED FRCS DE E><ADEsO♦® PLATE (LOCATE . - OF 5 ) AT EITHER SIDE MM. ` _ -- -- - -I 1 1/2 MIN. -_ DEO)�I _._ _ I JI (A USE U B 2'MAX. T— X10[1/2'sMs. _—_-- (As APPucABLE�z1i/a'.0'&(�) _—_—_� ®10x1/2.'S.M.5. _—_—_ ®.16'O.C. ALUMINUM CLIP ANGLE 6'O.C. (GOG3-T6 ALLOY)AT MIDHEI- -1 10./2"5M5 70a¢ 4 (2)i%4"m1TAxoNs ANCHORRS -SEE OEtAIL% FOR WALL AT 1"O.C.(LOCATE AT SIDE CONNECTIONEITHER SIDE OF 4Q) R ��1 OR ®'. SEE DETAIL x FOR dOR �' To TRACKS SFE DETAIL x r0— _ SIDE CONNECTION a®a '07'80 ®' ®m©•Q�m©,toa a 6 7 a a' TO TRACKSgO 10•®� 10 5111E CONNECTIO �• ®�©•Q�°fQ•©°' TO TRACKS 1 ®^®•�®.©-a ,a•®�© ©©� taw®a© o-®®� (_©.o ©a© o ®� L©.o.©a©•o•®a o.0 0a©•o•®a ©.0 0a© (D ®a. Q.®aQ:®ao.Ca ®� a©•® END CONNECTION DETAIL 3 END CONNECTION DETAIL END CONNECTION DETAIL D END CONNECTION DETAIL Q +REQUIRED ONLY FOR SPANS GREATER THAN.12'-0- POURED CONCRETE OR EGSTING EXISTING GLASS CONCRETE E DLOOK WALL GLASS 4 --- — 1 1 -- - - -- - - MIN.SEPARATION TO CLASS(SIX ® 1s" .C. IAL SEPARATION - D - G 6 046R(DOR I1�HQAOEO cONC� I/2'MIN.—ON SHEET T0 OtAss E,Q¢DULE ONSEE SI WEE ____ DONH/I .am19 19 FOR ANCHOR 0 it FOR RADE SMD __ ___� --. ____ 1 OR OR OR 1 T 9 FOR 7CONCRLIE12.O.C. ED J �A06 mh® 4 - OR© J � - - 16, (Q�J� /{ ---1/2'MIN. EO _ -- iyh @) 2" 2"MIN. 2"MIN. ♦ SEE LIMITATIONS OF USE FOR --- BLADE(DON SHEET 19 VIEW �OR 13 OR�OR�OR� �W_ (5 R ®... PLAN. (1�ORR� L �O�aO�© la•®� DETAIL X POURED.CONCRETE OR a®a©•O�© 10.•®a --'-- ®,.©•©„ END INSTALLATION CONCRETE BLOCK WALL ,o•®�-®.pap•®a REQUIRED ��©•O•Qa©•O•®a n HV BLADE OR ..h IN HV WINDOW. BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 5 Q•®a®•pa®•®CLQ® END CONNECTION..DETAIL© �p® FLORIDA BUILDING CODE Non High Velocity.Hurric0.rle. Zone m 2015 EASTERN METAL SUPPLY.INC. �ry�GEN '9f_'--� BERTHA HVTM A S S A Accordion Shutter System RV.BLADE#1 Wi OR W/o KV.V,NDDW BLADE j/ll� lr? q American Shutter SystemsR OCSCfWnON DATC- oiAWN W. "Mi TILUT TESTING & ENGINEERING COMPANY = STATE OF i WDS N.W.]6N.St.Sb.]f,vwau GA mExs rinm >JI Association. Inc. / OLD 11-19z a/u/Is DATE a/13/15 •• Pnono:(305)871-1530.Fox:(705)871-1531 4268 Wes(roads Drive 2 DRAWING NO ��`;' a®taoaoa�o, West Palm Beach. FL 33407 3 15-085. S •......-•. /DNA-'�'``N' Ill 1 uN 14167E 5 SHEET P.E. 4fAt"p91�11iA1f6RE/DATE .. ... .6 10 OF 20 SCHEDULE 81 . .. .. SCHEDULE /!2 SCHEDULE f!3 MAXIMUM SHUTTER SPAN "L+" OR "L=" MAXIMUM SHUTTER SPAN* "L+' IMUM SHUTTER SPAN*-L+" NOIESw (ft.). FOR INSTALLATIONS W/ OR "L (ft.) FOR R "L-" (ft.) INSTALLATIONS INSTALLAnoN LEGEND �'- CCEEt,RF_RM-ATFS,Q &®or W or INSTALLATIONS W/ PPPO ING 10:RTW// CONCRETE & (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK.® Or ®or or CENTERMATf & _ _ MANSORY WOOD POSITIVE A.S.D. DESIGN PRESSURE RATING. & ONE HV LOCKS IAD LOCK ®W/.NO LOCKING RODS i. or ONE HV LOCK or®or® NO LOCKING WALL A, B, C, D, E, M, N, 0, P, 0, ASD DFS NOWA13LE SPAN FOR PRESSURE RATING. GIVEN NEGATIVE CFNTERMATES ® &®W/;ONE HV."T" W/ NO LOCKING RODS Q ODS MOUM_ 1N_G F, K & L R. S, & V. LOCK® W/Two LOCKING RODS® TOP & (SEE NOTES t.1t) (ypLI0 FOR MOUNTING Q (2).PROCEDURE TO DETERMINE MAXIMUM-SPAN FOR BOTTOM SEE NOTES f.tF SHEET 7)- FLOOR/CEILING G. H, I, 11, J T. U. W & X WALL MOUNTINGS(TOP/BOTTOM) OR FL60R/CEILING:_ CONCRETE&.WOOD INSTALLATIONS 0 CONCRETE&WOOD� MOUNTING V tWnNw uAtmlLa CONCRETE & M._ ,:s W N. N I ON - ayy.lam, INSTALLATIONS GNFJ4 A POSITIVE AS.D. DESIGN PRESSURE RATING, PRESSURE 'wnLL MOUNTING FLOOR/CEILING 'PRESSURE WALL MOLOONG P SRL Ftppa/pwNG erourvm+c DETERMINE MAXILIUM SPAN 'L+"FROM SCHEDULE. RAmo RATVC k GIVEN-A NEGATIVE A.S.D.DESIGN PRESSURE RATING, NDUNIMG (P.a 1.) (P•�IJ FLOOR/CEIUNG MOUNTING (µat') OR DETERMINE MAXIMUM SPAN 'L-'FROM SCHEDULE. (� _) I.OR-) _ _._ _ _ _ (.OR-) noon ALL uoummc L 1 (N L-(tt) L+ (N L-(N l, L+ (N L-(R) 6 MAXIMUM SHUTTER SPAN 'L+'OR `L-' FOR - 30ORLES 16'-0"- -16'-0' 16'-0`.- 16'-0' _ 30 _ _ 16'-0' 16'-O' 30 16'-0' 16'-0' INSTAIL.ATIONS INTO WOOD SHALL BE UMOED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 35 14'-10' 14'-10` ,5'-2' 16'-0'_ 35 14'-10' 14'-1p' - 35 - 15'-2' ig'-10-. - -105-PsI AS.D.DESIGN PRESSURE RATING. - MINIMUM DETERMINED SPAN BETWEEN "L+AND 1-'- 40 13'-10' 13'-10' 14'-2' _15'-2' _ 40 _15;-10'-- 13'-10 40 14'-2' 15'-?' (3)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-," 13'-I' 13'-4` 14'-3' 45 _13'-1' 13'-1' 45 13'-4' 14'-3•_ t HV CORNER CENTERMATE#3 MAY BE USED AT ALL COMBiNAl10N5 IN BtMOUNTTWEEN WALL MOUNTINGS 50 12'-5" 12'-5' AV-8' I3'=7' 50 12'-5' 12'-5' 50 12•-3' 13•-1" MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: _ SHALL BE AS INDICATED ON MANDATORY CONDITION P2 55 11'-10' ll'-10' 12'-1' 12'-11' _-_55-,. tt'-10 iL_1D'., _ 55-___ T1'-i' 11'-ti' - .. _ - --- FOR A CNEN POSITIVE A.S.D.DESIGN PRESSURE 60 1V-4" 1V-4' 1,'-7' 12'-4' 60 11'-4' 11'-4' 60 10'-2' 10'-11' NOTE Q5;SHEET 5. - -- - -' RATING:- --- -- _ --.__ -._ ._-._._ DETERMINE: 65 10'-10' 10'-10' I1'-t' 11'-11' 65 10'-10' 1O'-10' __,- 65-___ 9'-5' 10'-1' - L,+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. .._ ._--. _ 70 10=6' ,O'-6' 10'-9' 11'-5' 70 10'-6' _ ".. 70 9-M1_' 1-21- MAX. SPAN FOR FLOOR/CEIILNG MOUNTING 75 J f0'-1'. 10'-1' 10'-4' 11'-1 95 ---10'-,' 10'-1' 75 ---- 8'-9' tt EXCEPT THAT MAXIMUM.SHUTTER SPAN 1+-OR INSTALLADCNS. 80 9'-10` 9'-10' 10•-0' 10'-9' 80 9'-10' 9'-10• 'L-'AND MAXIMUM A.S.D.OESING PRESSURE RATING FOR FORA GIVEN NEGATIVE AS.D. DESIGN PRESSURE. -__85-..- 9_6• g_g• 9-9' .1 O'-5" 83 _--.9=.g -G• INSTALLATIONS INTO CONCRETE OR CONCRETE CLOCK RATING: 9U 9'-3' 9'-3" 9 LO'-1' 90 9 J' 9•-3' - SHALL CE ULARED AS FOLLOWS: DETERMINE: _.. _ .. - - --- - --•---- 1- CONNECTIONS TO KEYSTONE MOUNTING ,-= _ 95 _0" _ 9'-'L• 9'-10' 95 9'=0' d'-9' LMAX. SPAN FOR WALL MOUNTING INSTALLATIONS. _ _ __ LIMITED TO +64,-72 P...f. AND B'-D• SPAN, SEE Lz-= Ml1X. SPM)FOR FLOOR/COLING MOUNTING _100_ d=9• 8'-4' 9'-0• 9'-7' 100 8'-9' 8'-4_ _ MOUNTING MOON SHEET 7. INSTAILAl10N5. 105 8'-7_ '7'-11- 8--9' 9'-4' 105 8'-7" - 7'-11' 1.10 .. 8'=4' T-7" 8'-7' 9'-2' 110 8'-4' 7'-7' — FINAL MAXIMUM ALLOWABLE SPAN_(S EQUAL TO THE _8'-4' 8*=11' 115 d'-2' ''-3' SEPARATION TO GLASS SCHEDULE MINIMUM BETWEENLI+, "12f, L,- AND Zz- _ 120 8'-0• 6-118'-2' 8'-9' 120 W-0' V-11• - - - (4)GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM _ 125 T-tO 6'-8' _8'-0' 8'-5" 125 7,-10' 6'-d• ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 7X8' 6'-5'- T-10' 8'-1' . 130 T-e' WIND Z 6's' ONE MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR SPACING. 135 7'-7 6'-2' 71-9' 7'-9' - - 135 7'-7' 140 -. .T-5' -5'-11:- T-T T-6' 140 7'--5` s=„• ASTM E-1996 SEPARATION - - — - TO GLASS. 145 T-3' S'-9' 7'-5' 7'-3' 145 T-3' - 5'-9' ----- --- .. - 150 7--2- S'-T '7'-4' T-0' 150 T_2:_ - 5•-7" i55-- 7'-O' 5•-:i- 5^-z' 6'-9- 15s T-o' _ -s"_ 1 THRU 3 _160 W-11' 1'-2' 7'-1' 6'-7' 160 6'-11' S•-2` - . _ 1_65 6'-10' S'-1' 7,-0' 6'-4• 165 6'--IU' S'-1_' 170 g'-11• V-2" 170 W-9" 4'-I1' ..-175- 67:. 4._9...-..e: 175 '6'..7• 4'-9' --,$0 - 6•-6' 4__B,. 180 6'-6' 4'-B• � H V BLADE _ 185__ 6'-.g• 4'-6' 6'-7• -8' 185 .6'-5" - 4'-6- _190.._- 6'-4• - 4'-5' 6'-ti• W-6' 1.90 6'-4' 4•_5, 19_5_ 6'-3' 4'-3' 6'-5' v-5' 195 6'-3' 41-3• 200 4'-2' 6'-4" 5'-3- 2D0 6'-2' 4'-2' los 4'-1' fi-]' S-1' ZOS FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane .Zone O 2015 EASTERN METAL SUPPLY, INC. BERTHA W.' R ' r P Accordion Shutter System O .S.S.A. . RV.MADE#1 W/OR W/O TLV. WINDOW BADE, TIWT TESTING & ENGINEERING COMPANY Mn9TICO11 $�1lJtt6f Systems REV. DESCRIPnoN DATE.. DRAWN Tar.164w.L.G. ciation. Inc. , OLD 11-192 4/13/15 OATS :4/13/15 35 * _ 65 taw.36th.SL.Sta.3G3.MRCNM GM0a13.FLOP"331 4268 AssociaridDive 2. Z Phone:(JO6)d71-1530.Fm:(305)871-1531 oas r DRAWING .No w a-maR:tilt-aad— West Palm Beach', FL 33407 3 Oi ..FCORI4P.•''�r WALTER A.OB�0OW,iJ,P.E. 15-085 �FT`Fil`Sik! �E/DATE FL°ROA 44 67 a SH 11 OF 20 t1 V C O N p W Nop�p N ' 0 4! Q) v1�' z p a< Lo o� 3�Z •� Ci y � =�3 1 �p9�= Z Z i 6Ix UF'^ N� O 'N Qy�O z m.l' � rC zW a az -11(1_1 W Z o u M N o W 0 �_ moo Y >_I" cn = 3 = y �i J ��m(�n r m l m I m n m Y Y I a n I l l m,I t l �I.i Y j l I l n l l'I I l j l i I. 1•I I I I I I I I I j I l I,III 1 1 j 1'1 I I I l l i,I, E$nmmmmmlmn �Imm+ ni�n+ I I o0 \ j +m n,o •� I n I n n l I m 1•1 I Q I I 7 n l 1 l I n l 1 I F f_I I'III 1 1 1 1`t I I I III 1. t �7 �,meolmmn mlmlm�im n�Ym�m.Im,n{n'1'Rlr'^n'II'+,r I Hql t.O mm nn Y m �LL S qm lllllnEnd, ll rInienll`nl I,m 1 Y1 f'�1 IYm1Y1.ip1 nI +m I+I lYnI;�n imril.,+l II ln I l �zyOa0q'� pmmmmmo'mmm nn1 �mmmmmmm,.mlmmwmm.mmm,mlmnmmmmml�m�mn�mmbn:mlb.,m��+mnn;�m,l.:,�.: a � 3 g.mlm.mpmlmmmmm'mmmmmmmmmmlmmmmmmlmmmmlmmmlmlmnmmm�mlmmmml�m',�mnhrm�n v u�Rmmmmmm mio mlammm{mmmmlm!mimmmllommmmmmm mm mm mim mlm mm mlm'mm ammm�mmjmnmmm ym mm'I:m III III 1 1 1 1 1 1 1 VIII I I 1 1 I III I I 1 1 I I{I 111,;111 11!1 If 1;'1',II r l III I:'I:l'I;jl 1 Z� ' I� 1 V �F`D blmm.„mm,blml 'il I + I l 111 it 1111111 I III11 liI 1 1 lil I I I HILI l lel 1111 I I III II Ill 111 a<�_� 2 IN 9 mlmlm n m m O min��11m{Y< IIn11"1 1 n III 11111 III I I lil{III I I lil 1'.1'1'1 11 Ill';1;1 I ,1' 111 III II I V 00 .0 z 'w mmm'mm mmmn mmm�minm�'m;m;nh m+IYI11 Im1 I I'�lil 111 I I I 1111 Ill I'I 111111 I I =• U ,mNp V13 ^ P P P g q P 0iq mlq{q IP^g m q p P 01m e n n N g b m I^^ I I I I I I I1 11 l l..1. I I I. I I I I 1�I. I 1 I III I I O Z I A!?B 4 b �� L Y 3 I I ISI I Illll I I�1 11:111.1 =ri��'�,a p'. N NNNN'^'NN NNN N NP�vIN mlNh� yv} Vii z R g _ _I^I�'I^ -•`IN_ �i^ m{�Irai n Nlmm.j`"m:m'� m W n d ��' r+�v+v v++ v+e:+v'..n+++n!.��o�i�,_q•'�n°'$a-1 on+ o +I 9h Gqq m{ LU -0fRi. ^ n 1�0 �r:;�$mmmlro i{Hl 11 tklli i ! 1,11111 I 1 � I 1 111 �il�� 1 I 1 lit l.'�i.lil 1111:1:�1..111�1 I I:�I�i l:il 11 —. �� YC I-n N.minim nlmm m i n n l I r III I IiI;I 1 1 1 1 1 1 1 1 01 11 1 1 Iltil III II-I' c p 7 z.t F.. N; n Plm eI m e g m m mm q m^P mm PtPm 1 jn n l l m l l l l l l l l,I 1.1' 1 1 1!1 1 .I 1 .I I I 11111 1 1 1'I III 1 1 a U.1 co' Q CC N^ N N N N N^'��N N^^^VIVID^N N N m N°I y 'QIO N 11ig n lyllll d Y {�{^ I l^^ _ •-_ -�ml�l� m ni-m YI m ev+Y�'Y^• +Iv�r�•��^�Yr +n^ ars nM qn hh "1+ �.1 .`'` .•i•1'••.,•• 2 nm{S. n mib m..bmmm mim mbmn, l I 1 11:1;11 I I'1111�1'I I I I :1 I I LI 11111 /11 it I III l i l l l _/� 5, -T,5 333 R 00imlm ml0 mimmmmmO�mlmlmm minim ac{ml,nlm I I Ill I:IL.I l 1 1 I iL'LL1 1 II II II II :'I I 1 1 1 i III yt'••/, VO:Q N :�.0101..m m,......mlm m m 0 mlm m mlmlm .elm mlm!q I, I, I. 11 11 1 1 1 11.11,V I I I I': 1.Ili I I I I i t •• •�� U 9 n mmgq PlP mjm mPmP m d.mlm m q e Pq Pgq;q I„1, 1 1 1l 1 1 11,1111 I 111 I IjJ Ih I l I j1 ''//,� y'�� `\\`\� 1 - b00000e0000fYiD0eo0000boo alDe000e oOj0000000e10.III J'I l l llr 111 1 1 III 11111 !�I _________I_l_____I_ ..p{ V VlV ��;. N N1�1�I 1 III I 1 1 1 ®,�R x+zssszsx��x�xsszs�xx�xzxx�x�zl�xxxxx;�Ix,s�asls��ssxxx'.YY IV I I I I I I I I 1 I I I I I I 1 1 1 ZIN+m!+mmmm....i.mmbelv;mr� 1,+ I I I{I yIII 1 I VIII '1 -1 t III I{111 ) 1 I ISI III 11 I I I I . � �pr 0 mlm�m mlmlm m mem m m mrm�.mjm m mlm�W;m;m�E^�h ril�n n Ijll I ,.III 1111,1 1 1 111 Illll I 1 I I 1 w in eimiP PIP q P P.q P P giq:Plq P oIP IP PjPI I Pim ci!P P P min 11'1 I I I 1 I l 1 I,j 1 1'I I I 1 I 1 j 1 1 I I I Ip. 0 O'0l0 0 01010 0 0 ole elo 0 0 010 0 0 010 0 0 olm,o I{Iji;I 1 , 111 11111 1 III I I g �g� NN'N N•'” INNNN FINN 1 < _ �__- �_ �i��1 I•. i ..1_.• �j�11 l 1 11 III I .9i�_ __ •+1 r�==��+ _r_^+alp��I�;e=��'.r Y_v.v+_r+r:Y•r r Rmmnln+. I + I l I 1 1 111 1 1 1 1 1 1 LI 1.11 i i 1 1 I 1 1 1111111 1 II,iI 1 1I I I I111 I,1 1 1 1{1 ll I . �, �l�bmm.mlaib.. I ap11 II'il I I�li'I 1; I''t' I I 11 '1 .I�.I Ill I I 1 �I I:Iil 14 1 Iflj�l 1 I III 111 I i I'1 I I ' $$$m 0m0m m m 0 m00 inn n n v+ I^ni 1 1 1 1 1 '1 1',i' I I Ill it l J I'1II 1 1 1 1 1 1 ( I I,I I I�I II I 9 mmmlm m mmmm.mmmm.0mm�'^•1fI YYI !mInl 1111 IIII I I I I I I ISI III,I V I I I 1.7�'F�n m mlP ajP qP P Pq m Pm!m'o mm{m m,�lq elefa m.rnlnr 1 III 11 I I I Ijl ll 1 111 I I I11,111 I I I I �s omlgO nn e��'r1 » I I I{1 I I 111i11f 11 1111, g s NNN 1, n < -i^ __1_�=VI�� Ill I I 111111 �R s _z;x s .is� •_i�_l�I�� i��xl_ls!x s �FIs s 0 0 0 0 •o 0 0 �v ;o� O 0' O .o •O C I .1 I I I I I h V N to r m Ci O N i7 < N 0 MA MUM ANCHOR* SPACING {In) SCHMULF FOR A GM MAX, SHUTTER SPAN. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES ' A.S.D. DESIGN NEGAME PRESSURE RUING AND CORRESPONDING HOWHNG TYPE FDR CONCRETE OR CONC M BLOCK R SMIAMM (SEE MOUNTINGS 4 0,&H ON s1aETs(I&7) - 1.ANCHORS TO SUDSTRATE SFWl BE AS FOLLOWS: .P011ffD COIIRE]E/OONCRETE U DCK .. .. ..POURED OUNC ETE. - (A) TO EXISTING POURED CONCRETE(Min.r.-3 k0N) IAgWY QE WALLSILL MOUNTING ©CEILING MOUNTING H@ FLOOR MOUNTING - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY I.T.W.BUILDEX.(ALn.1'c =3 ksi) ANCHORS SPACING LEGEND - 1/4.0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL:POINTS SCREW.BOLT&SPECIALTY COMPANY.(Min.Cc 3 ksi) SPAN RS7211QfilINE P7✓®A RATLIO Q9f.M A'OGVAE F1S91PE R478c OF9QI I0IAINE PI✓f91RE M79NC - 1/4'0 13LUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.ENC:(Min.'f c A 2 kui) TAPCON OR 30 40 60 75 90 120 160 205 30 40.60 75 90 120 160 205 JO VO 60 79 90 120 180 205 - 7/4'0 TAPER+ANCHORS AS MANUFACTURED-BY POWERS FASTENERS,INC.,AND DISTR23UTED BYALL PoIMS SCREW;BOLI&SPECIALTY TAPCON WITH ALIVANCED COMPANY OR ANY OTHER APPROVED UCENSED.OR AUTHORIZED VENDOR REGISTERED WTIN THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. 14 2 10 9 8 a 6 55. 14 12 .10 9 8 8 6 6 74 12 10 :9. 8 8 8 6 .THREMFORN TECHNOLOGY - 3'-0' 14 12 .10 9 B 8 6 6 14 12 AD .9 B 8 6 6 14 12 70 -9 .B 8 6 B (Mn.(t m S k9+) DR 14 12 .70 8 B__9 8 '6. 14 12 10 .9 a 8 6 6 14 12 10 9: a B 6 5 ALL POINTS SOLID DLUE TPP W/CPP. NOTES: 14 12 10 9 B fi B 7 14 12 10 8..8 8 S. -6- 14 12 10 9 8_8 6 6. A1)MINIMUM EMBEDMENT INTO,POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 12 10. 9 B- 7:5-5 ].5 14 12 I0 9 .a 8 6: _6 14 12 10 B B.:B e- 5' TAPPER+ ANCHORS IS 1 3/4'.AND-FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 4'-0- 14 12 10� 9 B B 6 S 14 12 10 9 B. B 6 6 14 12 10 B e .e 6 53 - 14 12 10' e 8 9 6 4 14 12 10 9' S' "B 6 45 14 12 10 9 8' 6--4 1S _ A.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE.NO EMBEDMENT. 14 12 10 9 6 D 6 45 14 12 10 9 a a B 5S 14 12 10 9 B B 0 45 INTO STUCCO SHALL BE PERMITTED.1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO DIST,AND 14 12 t0 9 75 55 3.5 - 14 12 10 9 8 8 6 5 14 12 10 9 a 7 55 4 •SLE DNTATKAB OF IN6E FOR 1'MINIMUM FOR WALLS WITH NO STUCCO. 5'-0 la 12 LO 9 a a B 8. 14 12 10 9_ B 8 55 14 12. 70 9 a B ,6 6S BADE ON 9&19 I4 12. to s e 7 4 - t4 12 _10 9 6S S_-Y4 14 t2 10 B B.5 s Sb 3 A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. 14 t2 t0 .9'- ii 7S SS - 7a is l0 9 6' e-6 i5 14 72 10 9 a:.6- 4.9 7s - - ANCHORS SHALL BELONG ENOUGH iO REACH THE MAIN STRUCTURE BEHIND,SAID WDLL FINISHES.ANCHORAGE SWLLL BE AS INDICATED 0_N- - la 12 9.5.,75 85 IS - 11 12 10 9 8 75 SS 4 14 t2 10 9 8.;6 43']5 NOTES A1)&A.2)ABOVE FOR INSTALLATIONS ON VINYL SONG OR DFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR - 14_ 12 10 - a 8 6. -[14 12 10 9 B 8 6 i1.L 14 12 10 9 8.6'.5 'S _ INSTALLATION INTO DFS WITH METAL STUDS SEE SHEET 20. - 6'-0' 14 12 10 B 7_ 55 3 - 12 10 8.5 7.55 4 J 14 12 B 6S SS 4 3 - 14 12 f0 8 B 6 - - 12 10' 9 a 65 5 75 14 12 10 8.5 B 5 / - (D) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 14 12. 8 6.5 SS 3 - - 12 10. 9 8 65 4,5 35 14 72 10 B 7 5 3.5 J - 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY I.T.W.BUILDIX. ._. _._.-_ -- __ _. . _ - -_ _ TY COM I{' 12 10 9 8 6 - - 12 ID 9- 8 7 S 4 1{ 12" 10 B 75 5.5 / 3 1/4'0 x.3/4'ALL_POIWS SOUR-SET ANCHORS.AS DISTRIBUTED BY ALL POINTS.SCREW.BOLT& SPECIALTY COMPANY. 7•-O" .. _____ -.__ _ "_. . . __.. 1 4'0 BLUE TAP CONCRETE ANCHORS W/CAP ASMANUFACIURED CN(RORIDA FASTENERS DIRECT.INC. 14 12. 10. 8 eS / - - 12 9 7S 6 4.5 S.S - I4 -,-iO. 7 5S 45 J.9 1/4'0 TAPPER+ANCHORS.AS.MANUFACTURED BY POWERS FASTETNERS.INC.,.AND DISTRNUTED BY ALL.POINTS.SCREW BOLT&SPECIALTY t4 12 10.B5 7 1 - t2 10 6 7S 59 '4 14 129 i 7.sCOMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED.VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC_ 74 11 75:5 {.5' - - 12 10 9.7S55':4: - 14 12 9 7 8.9,5 'J 0' 14 12 10 D 12 10 9 :8 '6 '4 I4 12 10 8 6.5 :5. 3.5= NDTES: 14 12 8S' 12 8 65 55 4. 3' 2.5 95 6 5 4' 3- - B.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON to 12' 95 75 8 - 14 12 95 8 G3 5 - 14 12 e- 5' 6S 4 - WITH ADVANCED THREADFORM TECHNOLOGIC ANCHORS IS 1. 1J 95 8.5 5 3.5 - 14' 12 f0 6 85 S 14: I2 0' B.5 5 1 D:-D., 14 12. 10 6 B = - 1/ 12 10 9 75 45 - - t4. 12 83 7 5S I _ - 8.2)MINIMUM.EMBEDMENT OF 1/4 0 x 3/4'AL POINTS SOUD-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK-NO i4 1iS 73 6 i - - 14 11 7 53 9 J_5 iT 8 SS 4S 3.5 - - EMBEDMENT INTO STUCCO SHALL.BE'PERMITTED.'1/4'0-20 S.S.MACHINE SCREW USED SFW1 BEI 1/2'LONG YINUAUId SHOULD STUCCO i4 _2 8 65[L-5- - - 14 12 85 7 55 a - 14 TILS 7 SS 6 4.5 - EXIT•AND I-MINIMUM FOR WALLS WITH NO STUCCO. 11S Bb 55-4 - - - 14 12 9 7 6 4.5 - - 14 11 7 5.S r45 3.5 - - 14 12 10 '97.5 - - - 14 12 10 8'65 5 - 74 12 B 8 4 - - B.3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. 10'_p' _105 35. - 13 95 65 S 4 S 10 75 5 4 ANCHORS SHALL BE LONG EYOUGH TO REACH THE MAW STRUCTURE BEHIND SMO WDLL FINISHES.fJ1CF30ftAGESHPLL BE AS INDICITEDON 14 11' 7.5 5S - - 14 i S 9 6 5 - 25 95 G 4 NOTES B.7)&8.2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR Elf' NTIH OR WifHOIR METAL STUDS CONSULT THIS ETN(7Hf:FR. ' f14 'e 5 N' 72 8 8.5 55 4 _ 13 10-6.S �9 4 3 FOR INSTALLATION INTO DFS WITH METAL STUDS SEE SHEET 20. 14 f2 to - - - - 14 12 9 7 6 {S - 14 145 7 55 45 3.5 11'-0�1R5 93 5 _ - 12 9 '8' 7 4.5 3.5_3 _ (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACIURF.R. To 10 7 - - - - - 14 105 7 5.5 4.5 - - - 1.5 8S 5.5 4.5 175 - - - 94 7 45 - 14 175 L5 8 9 .. - t2 9 6 4.9 SEE SCHEDULE BELOW FOR,EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR PNCHORS. 12•_0. 14 12 10 - - - - 11 112 B 6.5 55 - - - 13 16 6.5 5 4 - - EDGE DISTANCE VERSUS SPACING $_F(EDULE FOR A_WH9R%. 11.5 BS 4,5 - _ 11 6 5.5 4 35 - 8 6 4 3 MAXIMUM ANCHOR SPACINCS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E D.12SS THAN THE INDICATED.REDUCE ANCHOR SPACING 3.5 9.5 6 - - - - - 13 19.5 6.5 5 4 - - - OS B 5 4 - - - - CCI MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 14 10.5 '7 5.5 4S - - - 11' 85'3.9 4S 3S - - - REDUCED.SPACING OSTNNED USING FACTOR.SHkLL.NOT HE LESS THAN MINIMUM SPACING.INDICATED FOR EACH ANCHOR TYPE... _ - - 14 11.517.5 6 5 - tr 9 6 a5' .. .. .. FACTOR- . 13._p t4 12 - - - - OS '8 - - 10 75 5" 4 3 - 7:5 55 :4 3 ACTUAL -__ _. -__ _.. .__ 2s i1.5 - - - - iz 9 e 4.5 4 - - 9.s 7- 5 a - - - - EDGE TAPCON TAI�HNI WfI}{ �� P11 POINT SOLID SER-BLUE TAP W/CAP TIPPER+" a s - - -- - - 13 9.5 6.5 5 - - - 05 75 5 4 - - - - HV BLADE O DICTANCE THREADFORM TECHNOLOGY MEN.SPACING 14 12 - - - - - - 14 LOS 7 55 - - - - 11 85 5S 4S - ED. MIN.SPACING m 3' LIEN.SPACING•-3' MIN.SPACING 3 1/2' MIN.SPACING 3' 3 3/4' 4' 14'-0' 10 7S _ _ _ _ _ 0 7 4.5 3s - - - 7 5 3S 3 _ _ _ _ HV B D .W POURED CONCRETE& pDw WIMTE on+uElE antic POURED-CONCRETE& POURED CONCRETE&POURED omoETE CONaRM IOU(. 1.6 8 _ _ _ _ _ _ 11 8 5.5'4.5 _ _ _ _ 9..6S 49 _ _ _ _ _ CONCRETE BLOCK UR E0..3 1/2'MIN.E.D. 2 1/2' CONCRETE BLOCK CONCRETE BLOCK ML ED.z3 I/1' N EA+2 1/Y I2' 9. .6 _ _ _ __ - BS 7'45 = - - 1 H WINDOW NSC EDL-J' ... MH ED..31 . _MRL M-5' 14 = - - - 35 10 6.5 - - - - - 0.5 6 5 = _ BLADE 'WORKING 3' -. . �.0 0.90 t.o o.7e 1.0 __ 0.64 1.0_ 15'-0' - - - -2'i/2•. _... - _.o.6i-----t.o --...__---_ _ os7 1:0. . 9 - - - - - - - 115'65 4' -_ - - - 65 5' J -_ - -.5 - - _ IN UNISON ♦ - 70 - - �-- -��- -' - OS 8 5 _ _ _ _ _ 85 6 4 _ _ _. _ _ 2' - 0.71 _ __._ _-_-. - 0.51 - - 7f 7.5 B5 5.5 _ _ _ _ _ 9 65 a5 _ _ _ _ _ 1 3/4' -.-- .- -__ '0.91 _ _ -- - --_ -.-._ 0.43 16'_O_ L4 _ _ _ _ _ _ - TS 95 6 _ _ _ 10 75 5 _ _ _ _ _ .;.. .2_ -.0-35 _ B - - - - - - - 8 6 4 - - - - - 6 - 93 - - - - - - - S FLORIDA BUILDING CODE(Non High Velocity.Hurricane'. Zone TI ©2015[EASTERN METAL SUPPLY.INC. .�.' BERTHA HVTM �ENSF ' Accordion Shutter System t, IL E.0 O � c. A.S.S.A. KV.B,AOE#1 W1 OR W/o_ IAV. �,NDOW BLASE >tc° do AmeTicdn Shutter Systems EY. DESCRIPTION GATE ORAWN TTY: iN 71LUT TESTING ENGINEERING COMPANY - STATE Association. Inc. 1 OLD.t 1-•192 _ 4/13/15 DAIE 4/13/15 ra3s H.a-Jst( S)t.sm.305,VIRGINIA.FiI.:(305),D-153DRAA 331 4268 Westroods Drive 2- O� OR PN« :(JO5)e71-1530.Fox:(3os)Bn-1531 ---- DRAWING No -mob: 00067oel.com West Palm Beach, FL 33407 s '"o,,ION A\-�0" WALIEp AOTOUIT1Jr.P E '---- --- 15-085- "o, LIo.1 44167 5 SHEET P.E.. JT''fS1d TURF/DATE .6 - 13 OF 20 4 m LO : c o z �� m. c J 2 o. s J z0CD . " ..o W �0 Z W m ■ y n o W 0 + U. ?a7dw Q rn iM Z o ~ wa w�:N a:0 V) ■NccL. oh � V N� Q�� L b .Q 'OmF Na0 �wOr7 m V i. ov � yc ,�m o¢z w V? q- E O Q.N a ; o: Z H NN NbVbIN'NNn Vf I Nq I I,;N;.,il IINiI I LINjI I Ij�I 'I,,I,,r'I 1 I �!I'1 tln til 1 n I 1 I.n'I,I I I Ijl K.�v� Ru . - � �bif1NNNNiN,NYjNNN�Nr nlNinf ljNNllNlnjl liN III INI III III LIIIIViI IdIII I 'r�{IiI 231ipn�+ ' 7I N NbN n.mNIN NiNNN�mNN YjNjNnhlN dr hNiYa 1 njhll I;nn'1 I:Nlyj;l IjN{I 1 IrN 1 I IN.I iI I v 1 I � W Ld ©$a7 11 1IP�NNNN NNNNm NNNJINN nNn�Nb Qin NN+N:NNh NrjN n�.N dYnmlf�Y nlnjrrld liNrl l ImI I INI I � I 1•I X411 ,y1 I1.NN N,NNbN�NNNNN N NNINNNINiNm NNrNjNfinVII�dIN NN yNIfIn^,Nlf�n'N+Y hIN%nV INNI Zjmp 6 6'3y p N N� 'S ym ice' Ipp N O N NN N m N N n mININ m N N�n,.m m'N N N N N,N N N NiN NiN N N r N.m n p{N N f N N N n N'Y lm^N r r N v g ♦N N iN N N N N N NiniN N Njn N N N w.NjN N N N mlN iN N N NiN NIN N N N NInrN N�NIN N N N N N N N�N�N N N N N 1,,,},C U O{ R'n b N N N N N N NjN NIN N N KININ njN N N N{N:NjN NiN NN Nlnin .I INH-NIN IN N N:r11:N N N N N N J=C f�6 i �'^nNn V nrnrN/Ijnn V I n I I I mjl 1 IjY I I I Iro!bjl I I I'1 I�I I�I I I II1 Mil 1 I'1'1 1 1 1{I I lilil I ddd p z � r4i nnnn NniN�n+nin�'Nn YYl nlr'111{niI 11,ImII. 11YI11..I.IN 1.1 Inl I I{Illi) l I�,I 111111 Illjl jl `\\`\\\`\\\\ P ////y//1�//"' Q nnnNln;n Nlnnne nN�rnjv1Nnin+� ln�l lnjl,jl Iln11 ImI 11sil it IrVII 11I1111r'lil l ` J ••• •• "•V��\ n � - n I n n n n N m V'•• •• SLaI qn� nnynlnn -n nnN nNNl:;nnnV� InyI lnnll linll I In III Imjl I \;• �� 5 nnlninnnnnjnr;n;ninnninn`�nninNrn�Nnm��njNmrnNNNnYNnn.'Y + inn.l lin{I l a; t7 LLr p J= 3 $ninin.nnnnn n'njnn njnn nn njn n,n nn mn nnNn nn n m n I N Nlm:n N�N.nINN�njv,rn�iinjrY y•;- .RRij'•�-� O:•O�-j � O� $nin n n n n nn n njn nlnjn n njrin nin n n n n nIn n r n n ninln n, nln?jn n mtnjn n�njn•n Ni^o n :�J• - \ �6j�;� xRn njnln n n n rjn nil:n n nin n n n n n r n n n ni n n nin njn n n nln•n nlnln n ��/i/��j t (� �(�\p�� N l'i','1•I'1 I l l l j l III 11 I 1'n 1 1 1 1 1 III III //•I/(.k_4{1,\\\ - p vv11 rrI1�l ifill I a. � �e6�m{mnm^�NmYf rlydanlN`.n+ i lnhl 1 INI I I III 1 .I'I I1 1 1 1 1 1 1 I'1 I,lil I I IjI�I Iii I I Mj=m'�mlm�n�:mNm NNNnjY a�nnY 1. I hhll 'I, N'I 1 I n 1 1 1 n I 1 Illi) 1 1 1 I.I I',II I G.{� q�j�O�h.N.m?q-m mMmiN�hN •njN Nlm dNNNr��NN f alb nri�f ljt nlNil l n„�, I I nvlll 11 In l l n m- ^iN:m 1OEn r o n N^N�.im min if li rl'ii vi N fI^Nlml'= ?IN V_Vim { rRn.N. VNNN V!.., NN^ N �I�i.N-INN OIN'V.N-i'�j.N-SINiIRj'h^mIj Oln InmOHO rd{gym mm mK 8 n mmmm mjm b m m m _I m III'I I;I 11' 1'II tjl��:1,1,1 I'I'II I I IiI Iilll I Ijl1 I 1111 I Irl I I: N mjmjm mmmm m{m -1-1... i mjm mjm m m eo mlm!m I 1 1 1 1 III lil ll'i I IjI 1 lil it ^��111 q1 mmimjmm mmmmmmmjmimmmmmmmmimjm mmm 0m00 mj00m 0m mjm 1111 i 1, 1 III 11•1 jf Ea w 1-1-q m q qjq�q jq q miq{q q q,q jw im a m g q ajq c�lur mjq iq g I 1 I 1 1 1�1 0 0 0 o m mlo m m'o mim o m mrm'm o 0 0 0 o q o 0 om m o 0 0 0 0 0 e -) p j- {_gjo elejs.- - - -^ $^^IN i^^^N : a� 0 o o• o o o' 0 10 4 0 0 0 0 0 M� P in m h m CI G CI iM Y �/1 iO i I MAXIMUM A.S.D. DESIGN PRESSURE RATING(jah) AND CORRESPONDING MAXIMUM ANCHOR SPACING"(in.) SCHEDULE FOR A GNEN"MAX. SHUTTER SPAN, NEGATIVE'A.S.D: DESIGN PRESSURE'RATING AND A"CORRESPONDING MOUNTING TYPE, .. (SEE MOUNTINGS ON SHEETS:16&17). - SOUTHERN:PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH SOUTHE PINE No. SPRUCE:PINE SPRUCE PIN DOUGLAS FIR 1Y/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 1/PLYWOODDX "RIO .9 W FIR NORTH. FIR SOUTH, INITIRIIY- MIN.G>o0.50 W/ MIN. G70.43 W MIN. G=0.36'.. srAN.(N WALL MOUNTINGS COLING MOUNT-T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T_ "M, N. 0 & R FLOOR MOUNTINGS M. N, 0 & R FLOOR_MOUNTINGS M, N, O & R FLOOR MOUNTINGS WALL MOUNTINGS B.O.WALL MOUNTINGS B.O.WALL MOUNTINGS: B.O.WALL MOUNTINGS - - - - W & X - - --W & X- - W & X - P & 0 S &V - S &V S&.V ®MX F=K IMC IX M MIN MM MSK F.@c fprl MR MO AREAE 07591E Nano(F!)M 0301==BINE CM&Tp0 M 09m N'rY0,1F MM RM M MIT 0901 IFUM M=WX(Fd)MIT OSM Kwc M%FE cmc M=MI IBXOS IRM Calc(jpi)kS1 ma YGCtt TOM UNG((0)M 0901 KWJE PMM WC W 30 40 60 75 90 05 30 40 60 75 90 O5 30 40 60175 90 05 30 •10 60 75 90 05130 40 60 75 90 05 30 40 60 75 90 05 30 40 60 75 90 105130 40 60 75 90 105 3D 40 60 75 90 05.30 40 60 75 90 05 12.10 10 9- 8 86' 6 6. 6-..fi= 6.. 72 10.90 9 8 -8 .6 6 -6- 6- 6_ 8 12 f0 -10 9- 8 8. 66_ -6 6- 6 -6 fi-. 5-:-4- 4 -M1 3 72-17 12 12 12 12 12 72 12 77. 12 1T 12 12 12 12-12- 12 4'-0' 12 10. 70 9 8 8 6 6 -6 6 6 6 12 10 10 9 8 8 6 6 6 6 fi 6 12 10 10 9 8 B 6 6 6 6 6 6- 6 5 4 4 4 3 12 12 12 12 12 12 1'L 12 12 12 72 12 12 12 12 12 12 12 12 10 70 9" 8 8 6 6 6 6 6 5.5 12 10 10 9 8 8 B 6 8 6 6 5 12 f 0 I O 9 8 7 6 6 _6 6 6 5 6 5 -4- 4 4 3 12 12 12 12 17 12 12 I2 12 12 12 12 12 12 12 12 12 0. 6'-0' 12 f0 t0 9_ A_6.5 6 6 6 6 5.5 45 12 10 10 9 8 6 6 6 .5 5.4.5 12 10 10 9 6 3..5 8 f> 6 6 5 4.5 6 5 4 a 3.5__ 12 12 12 12,12 12 12 12 12 _72 12 12 12 12 12 12 10 BS 7'-0' 12 10 10 9 6.5 4 6 6 6 '.5 45 4 12 10 70 9 '5 3 6 6 6 5 4 .5 12 10 10 7 .5 - 6 8 6 5 4 3.5 6 5 4 4 - 12 12 12 12 12 12 12 12 12 12 12 T0. 12 12 12 10.5&5 75 72 10 10 7.5 a.5 3- 6=-6- 6 5 4 3.5 12 to ]0 5:-3.5 6_ 6-_5 .53,5 3 12, 10 10 4 �- 6_::6- 5 .5 3.5 3 6 5--4 - 12. 12 12 12 12 12 12 12 12 I2 11 9S 12 12 1.5_9 7.565 9=0• 12 10 10 5 3.5 - .6 6 5.5 S 3S 3 12 10 9 4 6 6 4.5 4 3 3.12 70 4 3 - - 6 6 4.5.4 3 3 6 5 3.5 - - 12 12 12 12 12 10. 12 12 12 1. 9.5 8.5 12 12 10 8-6.5 5.5 __ __. - "---- 12 10 6-3 - 6 6 4" .5 3 - 12 10 3 - - 6 6 4 .5 3 - e- - --_ 12 12 12 12 1.5 9.5 17. 12 I2 10. 8.5 7.5 12 12 9 7 6 5 _ 10'-0• 12 10 7.5.4 5 6 5 4 S___ 11'-0'- 12 10.5.5 - 6 6 6,5- 12 10 4.5- 6 5.5 0.5- 12 10 6 .5 4 - 6 5 12 12 12. 12 10 8.5 12 12 12 9.5 8 7 12 12 8 6_.5.5.5 4,5 12'-0' 12 10".4.5 - - J-� : 6 -4. =- r' 12 10 3.5- - - 6 5' 3.5- - - 12 10 __ _ 6 5 3.5 - 6 5' - - 12 12 12' 1: 9S 8. 12 12 11 85 7 6- 12 1:5 7.5 6 5 4 13'-0' - 12 10 - -- 6 - 12 10 - 845 - H- 11,2 7.5 - 6 4.5 - 6•4.5 - - 12 12 12 108.5 75 12 12 10 8 6.5 SS 12' 0.5 7: 55 6.5 4 14'-0' 12 10 - 5.5 - - - - 12" 7 .5 4.5 - -7 .5 4.5 - 6 3 - 12 12 12 . B 6 12 12 9.5 7.5 8 4S 12 9.5 6.515'-0' 12 - - - 12: - - 5 - r - - 6 - - - iT 12 11 9 7.5 5 12 12 &5 7 64 12_ 96:16'-0" 12 - - - = - _ _ 12 = - - - 5 - - -- - - 5" - _ - - 6 12 12 0. 8.5 65 4 17 I2 8 6.5 :5 3 I1. 5 5.5 4.5 3.5 - I (1) HV -BLADE OR HV BLADE W j �A "HV WINDOW BLADE WORKING IN "UNISON* •AE 11,RAlIC115 OF lhE'OR F1UDE 1/ON 9QET,9 t NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCTHORS Ta WALL.FLooR OR sow WOOD sof}lr SHALL BE AS"FOLLOWS:. 3.SUBSTRATE SHALL CONSST OF THE FOLUMNG: .. . - -SOUTHERN PINE No:2.W/0=0.55(N.DS) - 1/4'0 TAPCON ANCHORS,AS MANUFACTURED IN I.T.W.BUIIDEX W/UtN=M EMBEDMENT AS INDICATED AT -DOUGV5 FIR W/6-0.50(N.D.S.) EACH SECTION ON SHEETS 16&17. - - .. .. -SPRDS. -SPRUCE PINE FIR NORTH W/0-0.43(N CXCFYOON:SEE NOTE 2 BELOW. -SPRUCE PINE nH SOUTH W/0-0.36(N.O.S.) 2.ANCHORS 1D HOLLOW C37UNC S14ALL 0E AS PER MOUtaINC TYPE U.SHEET 17 AND SHALL CONSIST OF -MIN. 1/2'COX PLYWOOD(1986 APA) IAO SCREWS AS PER NOS 2012 SPECIFICATIONS. - 4.ANCHORS SMALL BE DSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MAF711FACTURFR. FLORIDA BUILDING.CODE(Non High Velocity Hurricane.Zone 2015 EASTERN Y[fAL SUPPLY,INC. -" BERTHA'HVTM" „1111111111117, .. /� amt,- A�S�S./y■ Accordion Shutter System 1 L E C O llM. . FW.BLADE$1"W1 OR.W/O_FIV. WIPi M BL/RDE PEI ��^ " American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY EV.N DESCRIPTION DATE "DRAWN TRY: N:L B+841675 NN.36-Sl.Sts.305W,C�NA. GA!fDM,FIDRq 33IR Association. Inc. ::, :.OLD 11-192 4/13/15:DAZE: 4/.13/15 • C Poon.:(305)971-1530.Fna:(305)871-1531 4268 Westroods Drive 2- DRAWING No !-,m3:671-011-1- West Palm Beach, FL 33407 s * EB 0006719 ..' SZpTE 4F .•�� WALTER A.nt7n4..P.E 4 15-085. 085 FLOR91A IT,q 44167 s SHEET 15. OF 20 INSTALLATION DETAILS _ON: EXISTING WOOD BUILDINGS FOR n HV & HV* BLADES AS APPLICABLE MAX: SHUTTER SPAN L+ .OR L— FOR INSTALLATIONS INTO W0010i WITH HV BLADE CT"ONLY SHALL -WALL FINISH BE LIMITED TO 105.0 psf. &S.D. DESIGN PRESSURE G SEE §HEEI 19 FOR MAX SPAN & --1/4.0 TAPCON OR.: .S D. DESIGN PRESSURE RATING TOR I S 0 BLADE 1 :& I&WORKING IN UNISON TAPCON WITH ADVANCED - - THREADFORM TECHNOLOGY - �` 1/4'0 TAPCON OR V// 1 1/2'Min.PENETRATION TAPCON WITH ADVANCED THREADFORM TECHNOLOGY `- - :OF THREADED AREA TO W/1 1/2'Min.PENETRATION OF THREADED AREA TO EXISTING 1 M2R.SEPARN1 OIT" _ Q EXISTING"WOOD HEADER ` •-- WOOD HEADER-(SEE SCIIEDULE ON SHEET 15) 1 TO MASS(SM I t 1 OR (SEE SCHEDULE ON SHEET 15) 1/4'0=20x3/4'S.S.MACHINE _ 1 E ON GHEr _ �7 18 SCREWS W/ 1/4--20 NUTS 11 FOR BADE OA10- s ,, v 1 ON SHEET 19 FOR . / I __ 1-Min. DUSTING ( &/+CES(D& _ ` .. z I co— O 'CLASS--L Ici J 1 aR 15 a -ti rwsH] i L -OPTIONAL _ WA L I I 5 I ( EXISTING uIN. t �:.I✓ FWISH '-I-" -.-a • ..QOR0 2-x4-WOOD i ' .>="' EXISTiNC MM. " HEADER-REOUIREU .2'.4'.WOOD - - - ..- T _I• - -T R=0 TAPCON OR TAP(AN-WITH ADVANCED I ) HEADER REQUIRED , 1 FADFORM TECHNOLOGY W/1 1/2- fXISTiNG 1 MN LASS nan I I ) -`Cl) 1 I MirI PENETRATION EAD THREADED Affil 10 CLASS"-] 10 r ( 1{ _ EXISTING WOOD HEADER. SC FOR BLADE ON SBSET 15 5- g7`_ MBa.SEPARAE N lO-EET 11 I 1� 'I 1 11 FTLtCNII IABD-- IXISRNC I --(SEE SCHEDULE ON SHEET 11) 1 (SEE SCHEDULE qY SHOT 15) 11 \ ON SHEET 19 FOR -I I, L_]._. �_ \-2'x6-CONT.SILL BLADES W&0 I-._ _ _ ._..._.__-_..-.____._ _ PLATE REO'D. OHV WALL HEADER INSTALLATION OO HV WALL SILL INSTALLATION 1 '1 I. MO HV WALL HEADER INSTALLATION I — —---—-- 1 1 _ I�'- -1.- _. _MIN.SEPARATION TO GU55 _—"-__ q(ISTING •-- MIN. SEPARATION TO GLASS (� (SEE SCHEDULE ON SHEET 11)-'- I O CLASS- .. .I E7(ISTiNG /It`�—(SEr SCF/E�ULE ON SHEET 11).. - 1 �% [%ISTING --_ ' 2'x4'CONN�T--11 MIN.SEPARATION TO GLASS ,1 1I O (;l�g� I[T17I x GLASS--1 - WOOD PIATEI(SEE SCHEDULE ON SHEET 11) tl x 1 H1 I 1/4'a-20x3/1'S.S. =t RED, �� 1 I�I—I�I 1/4'a-20x3/4'S.S. Il6i 1 USWG E SCR-=W5 u I USL'G 1/4--20 NUTS _) �� MACHINE SCREWS W/ I I WALL \ / 1/4'-20 NUTS a 12 12.O.C. nNIs1I 111, II 1 �`� \ o.c./ ©OR© I I © 1 17 aR • � 1 oR 1 2-x4-CONT. O"I- 1 I I EO 0WOOD.PLATE ' } U _.-_. _ / /-! �\ _ E E _.t'Min. 1 -EO ! I L"___ t 1 y 1-Nin. _ 1/t'a TAPCON OR TAPCON WITH ADVANCED THRENDFORM TECHNOLOGY W/1 1/2- 1 -_1�1 1 ' /•.SILL PLATE _— OUSTING LWOOD N �THREADED AREA TO 1/4-0 TAPCON OR TAPCON WDTI ADVANCED I 1 4'a TAPCON OR $Q�: REO•D. 1 THRFJ OFORM TECHNOLOGY W/ 1/2' / (SCE SC!1COULC ON SHEET 15) ,i Miri.'PENETRATION OF THREADED AREA INTO.PLYWOOD \ TAPCON WITH ADVANCED 1 SEE SHEET i FOR TYPICA. �1 'P� - .WALL L FINIIH l (SEE SCHEDULE ON SHEET IS 1/2 MIN.C01(• THREADFORM TECHNOLOGY SHE ASSEMBLY. l I_d EXISTING MIN.2-X4- -� \ PLYWOOD REU'D: \ W/ 112'Min. PFJIETRATION OF 2-MOUNTING SECTIONS CAN DE STUDS W 15.O.C.VAX._- µµµ{.._111 THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO 1/2-MIN.COX PLYWOOD REO'D. REDID.PLYWOOD TO BE WALL fiNlS (SEE SCHEDULE ON SHEET 15) SUITANY INSTALLATION. ®HV-.WALL SILL INSTALLATION EXISTING MIN.2'.4-STUDS tL 16'D.C.MAX.REO'D, ATTACHED TO STUDS IN PLYWOOD TO BE ATTACHED TO STUDS IN ACCORCANCE ACCORDANCE WITH WITH SECTION 2308:OF THE F.B.C. SECTION 2308 Of THE ®HV WALL SILL INSTALLATION ♦SE'E u1AATI—aF u_g of ©HV WALL SILL "INSTALLATION F.B.C. BLADE 1 oft sH�T 19 FLORIDA BUILDING"CODE(Non High Velocity Hurricane Zone 0 2015 EASTERN METAL SUPPLY,INC.. ALIri '�� BERTHA HVTM A S S A Accordion Shutter System ��,/ ■ ■ ■ ■ H.V. RjIM#1 W1 OR,W/o KV. WINDOW MADE =. `r`P'�•3""'- I TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems [y_ "'ON ESCRIWION DALE - DRAWN BY: .L 'It: •* 635511. 315th.SL.Ste.308,VIRGINIA GARLYHS,TLOROA 3310E ASSOCIO$On4 Inc. 1. -,DLD 11-192 4/13/15 DATE 4/13/15 Phone:(305)871-1530.Fax:(305)871-1531 47.68 Westroads Drive :2 DRAWING No o' rcp� -moa:cat—t.1— West Palm Beach, FL 33407 3 •��,cF,•F�OR144'..\\�' ES-0006719 4 .. 15-085 C WALTER A TILLIT Jr.P" "' ... li,��x •• ..••. G • FLORIDA Lic,d 44167 s SHEET �w-TPRIAN 1��DA1L .. 5 16 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS .FOR 1 HV & HV* BLADES. (AS APPLICABLE) MAX SHUTTER SPAN L+ OR L= FOR INSTALLATIONS INTO WOOD WITH HV BEADE n ONLY SHALL BE LIMITED TO. 105.0 psf. A.S.D.. DESIGN PRESSURE::RATING SEE SHE la�_FCIR MAX -WALL nNISH SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE I)& t& WORKING. IN UNISON 1/4.0 TAPCCR OR 4'xB'(Min.)EXISTING .. -EQ- E' 2 MIN.--1 TAPCON WITH ADVANCED I EDGE(IF APPLICABLE) THREA+DFORM TECHNOLOGY WOOD BEAM ADEQUACY W/1 1%27 Min.PEUETRATK)N _ 1/4-,0720.3/4-S.S. STRUCTURAL ADEQUACY _- -- _---_ OF THREADED AREA TO UOF EXISTINGCERT!WOOD BEAM PHILIPS TRUSS HEAD TO BE RED ENGINEER BY EE . EXISTING WOOD HFAOER. t• MACHINE SCREAMS )? EXISSE WOOD Min. REGISTERED ENGINEER OR TRUSSES OR �(SFE SCHEDULE OtJ SHFr.T IS) W/1/4'-20 NUTS ARCHITECT PRIOR TO Q � '� �� RAFTER O 24' _ 'Q _ O 12'O.C. SHUTTER INSTALLATION. 1/2 1/2' O.C.REQUIRED �` -- 1/4'0 N CON OR - --- EXISTING INax.SOFFIT«I TACO WITH ADVANCED ,257' THRFADFORM TECHNOLOGY - .-ji - MOX.--w/-1-1/2'AWm.PENEMA11ON - - !4x3 4 -EO EO_ _ �Vx4'x1/8'COH1.ALUM.-TUBE OF.THREADED AREA TO -EQ- 0 / / II �- .. -- nI `"? -•I i \ OPttONN. I EXISTING WOOD HEADER - S.M.S. (6063-76 ALLOTS W/ . .:'..-- (SFE SCHEDULE ON SHEET 15) O 6'O.C. I ) Or 1©0/ t$ EACH 6'0 LAG SCREWS TO or 13 or 1© I EACH RAFTER OR TRUSS. AT LOCATE IAC SCREWS AT - N1DWiDTH OF EXISTING WOOD 'i LIXISIINC MIN 2'x4•..- - ._ --__ O -)_ __ _ _ _ I _ .(1. MEMBER. (2'Min.NOMIIJAI I I 1 OPEN HOLE AT EACH _ - WIDTH)_W1 2'Min. 170 LASS--I HEADER HEO D 1 I -I STUD TO ACCEPT PENETRATION OF THREADED GLASS I ._... MIN.SEPARATION TO GLASS EXISTING I-I t (SEE SCHEDULE ON SHEEP 11) - GLASS- 1 S/I6'o L/1C SCREW ((( I AREA VALID FOR :' AT CENTER OF TUBE. I`IIAryI)I INSTALIATIONS WITH 72pf _____^ -� MAX.A.S.D. DESIGN LOAD AND V I Fut g1rvN11O1 EXISTING I N.N.SOranT[N 9'-0'MAIL SPAN.THIS SO HV WALL HEADER INSTALLATION mwO GLASS(m� GLASS a 9¢r I °oR WOOnO W/MIN.L SPECIFIC I ONSIM 19 FOR 1t�OR ® 11 FOR BLADE tD.ND GRAVITY QF 0.50 AS DOUGLAS HONES: - L9,OFSmN I_. _ __-.L_ I N1A6FSmlk� I -QOR®� OR OR SOUTHERN PINE N..2. 1-SEE 91177 4 rOR TYf9UL SHUTTER ASSEMBLY -1 2-MOUNTING SECTIONS CAN BE COMMFD �T�HV CEILING INSTALLATION --__-�- \' ,--" _ � N ANY WAY 10 SU1t ANY INSTALLATION. OU HV G ST ELATION i roLAS$(SFE =�OR1 --MIN I I MIN. SEPARATION TO CLASSSCHWULE I SEPARATION _d I1L•wLYm N9 (SEE SCHFDULE ON SHEET 11) EXISTING' I W 34II 19 FM TO C14ED I I CLASS (SEE SCHEWIE O \ ft�m&a \ ION 9 LET 11) I IAL R II I I 8 1111 I LOCATION EXISTING r ! nHlsii i 1 I%a'? ©I 7�j---- s/n IarN`_'n _ WASHER H�TEx I I I - ! I _DECK 13EQUIREEDD -�,I� Max. I I — I WOOD ,.--:�, SCREWS O 12' .. (NO FINISH .: OR 2'x6:MIN.WOOD r,D - 7 _ - ALLOWED). DECK REOUIRED(NO - FINISH ALLOWED) _-._�__ -�_ __ _ EDGE EDGE GF DECK17� 1SOF DEECK IF _ - EDGE OF DECK O1F APPLICABLE . _.EQ-` - __ WPIUCABLE _ ..-- IF APPLICABLE 4'0-20x3/4'S.S.1/4.0 TAPCON OR T!�LHILLIPS TRUSS HEAD __2.��_�_ -, ____ -___ . _--__ AEDI I' TAPCON WRu ADVANCED n. MACHINE.SCREWS 1/4'o TAPCON OR i'ACON WITH ADVANCED V 2-x4'L:DN,. - --l -2'MITI. S1L1 PLATE Int IHRFADFORM TECHNOLOGY W/ 1/4'-20 NUTS 1/4.0 TAPCON OR TAPCON WITH ADVANCED TiREADFORM THREAATioN TECHNOLOGY W/ 1 1/2'Nin. . REOD. i W/1 1/2'Min.PENETRATION O 12'O.C. TECHNOLOGY W/ 1 1/2'Min.PENETRATION OF THREADED - ---2'MIN.--- POJETTJATION Or THREADED .. � I OF THREADED AREA TO AREA TO EXISTING WOOD HEADER. (SEE 1 `' I .J -'-'EXISTING WOOD HEADER.. AREA TO EXISTING WOOD HUDER,(SEE SCHEDULE ON SHEET IS) SCHEDULE ON SHEET 1S) (SEE SCHEDULE GH SHEET 15) (Xo HV WALK—OYER INSTALLATION SEE uu�TATIONS OF USE FOR V HV WALL SILL INSTALLATION BLADE 1!✓A ON SHFFT 19 W HV-FLOOR INSTALLATIONi FLORIDA BUILDING,CODE(Mon H"gh Vaiocity Hurricane Zone ```�pP�•��R A. Tlz-" ®-2015 EASTERN METAL SUPPLY, INC. BERTHA HVIIA SF - S Accordion.Sliutter System i L E C O i w c. A■S■ ■A ■ H.V.(MADE#t W/OR W/O:KV. tMrnDW MADE American Shutter Systems �Kl�, nL:LIT TESTING & ENGINEERING COMPANY EV. OES 11-19 DAR. DPAWN BT:. Nl UUU�FFF :�A. ` 6137 N.R.36N.St.Stn sos.w+cuu wmoa,RORIV 351 ASSo.Ciatlon. Inc. OLD tt-tsz 4/13/ts oATe g/9s/t5 riweA (305)671-1530.rm:(305)671-1531 4268 Westroads Drive z DRAWING No •.,•! ` _..R:tit.00ao1— West Palm ©each, FL 33407 1 I'll,,,s/ONAL ENG10% WALMR A.�'�,RE 4 15-085-_- 111 N\. FTARM LJa.B 44167 5 SHEET P.E. SEALJS'MAYURE/DATE_ 6 17 OF 20 END INSTALLATIONS HV BLADE OR WINDOW BLADE INTO 2"x4" MIN: WOOD STUDS 2 Noe M W00D SNOS iRG'0. 2•N4'M'JI.91]00 2•.4•Nw. _.SND^i REO'D. STUDS.—.'. 1/4.1 rAPoou y 7.4 19L fAS AP„UCAG1.13 \ / kN/ .0 6`oxc \ & N -ALLn ro 1n.m,1 Extsrolc QASS fi Ktoco 6 1A e / \ f s uos r�osr. �" -Essnx cu a( I LMST G LASS oamw GLASS n�i o (s¢ •-ti:.+.ti.: tn'v uiwam. �mA�i�W 9� '- ro am(SIE +/Y mx�: t. e :..r fi: m awa(s¢ +/16•.5 „Mwoc a)— w•..c soDUEa SIMM 1/2*._- 1�� -= -_ - '1 FOR avcE MAMw -. - .----_(coal-,o)cvrrt. -.,n'--mx. ADE 0— uAo O)e _ _ _ _ --Y - -'n+�'v.u°-,a - -- _-- _ _ - - - 1AA�mA AWIL-t305En ruWooD. 2•uw. KATE.(cocATE V2' - rs"as+ Al f/tIBSI � I - � �PPtGHUd.+q•4-Y 018 0.C. �10.1n•SYS _ 016 OC (.OAl•T.410h 4 1NNx).Ait _-,_-_ �� 5D _ fes.. 1 OR Z5� sEt oEriA.x,b (16 OR C&* .. f OR'Ly SEE DEVb QgOM I vae-% 1 OR •:. sxu•:Dim S ... SEE Duras Mon (4)' 6.C6}07-O•�'C�` � 40ECONt£Ci1GN �}r.,y-Q-©.Oj-C 0 SQ.`E CTO END CONNECTION DETAIL(7) ® END CONNECTION DETAIL.( END CONNECTION DETAIL.0 END CONNECTION DETAIL C .. 1J0SPNG ''nCplVt[D ONl fOn SPANS OICA,IR tlWl',]'-0' /-MUSS - 2•.4.1aN.90P7 ,/.•.,rnrcw ANCNGNs --- --- --- -i--� . mos xa o r„ ,/.•.,.,�,AN�� "o., Sxs. /1 X12' 9/'0'/2'uw. 016 dC, + EA,s�wC laws-� KxiETnA1wN a 12•D.C. nET,nwT,oN 12•o.a ro am N 4 ♦_ SEE UMRATIONS OF USE F'OR ,A.i +lt,•uw. ,tsa t0kaADE - �� BLADE 1A ON SNEEi 19 roa.�{sg .. .�'�. "� um¢ma� snxaac a SI.1r - „NAiaAaE9wo x7i�cDs 1m 1/2-I-I — 01 9 �5 •'fl � i •� V�' 11 OR@tj 4 fZoa l .(qwo VIEW Y PLAN O`Ce-0.0-ss.:0 0 09 4.0'@ DETAIL X END CONNECTION DETAIL END CONNECTION DETAIL�( FLORIDA BUILDING CODE Non High Velocity Hurricone.Zone \\\\\\SER A•�T��AAA74�' ®2015 EASTERN META.SUPPLY,INC: P� ... ., ..,�/� BERTHA HVTM _ I:L ECO 1Nc. A■S■SA. KvAccordion Shutter System .ESADH#1 Wj OR Wjo KV. W M NV IXADE. Ir- l/ �� - TILLIT TESTING dr ENGINEERING COMPANY American Shutter $ySIeM3 N- .DESCRIPTION DATE...DWW14[W: M.L #_ Msociation, Inc. t OLO 11-192 1/13/15 DATE: 4/13/15 S7ATE OF 6355.NX 3M.St.n..aos.GAMMA unoE16:tion,all 4 �� F� (305)871-1530.Fax:(305)871-1531 268 Westroods 0(vve x. DRAWING No e-maa:Int.00aa.�aa West Palm Beoch, FL 33407 3 Oslo S/ORIDA,G �� [g=pDa6719 15-085:. p�,EN� WALTER A 14Ur J..P.E. \� FLOi161A Oa d 44167 5 SHEET P.E'SlIQN't�RE/DATE 6 18 OF 20 -{1�A��©�® • rENER.�i LIAffATtONS-AND GONDI110NS OF LLCF FDR BERiIiA_ Y (T D MADE �WINDOWSHL . PE n M WOR19NG IN ..-. . BLADE . .. Y `a. :. 1.MAK A..D.DESIGN PRESSURE RATINQ+110.- 110 P.0. - max SNUFFER SPAY:96• 3.ALLOWED MOUNRNGS:A.D.G&H ON SHEETS 6.7;AS WELL AS - MOUNTINGS K 0.L U&WpO,N'SHEETS 15& 17. j ONLY.CENfERYAES Q tcy(BOTH W/g4 OR( )ARE.ALLOWED WITH 61 . Om®ov r" 4 5 lAY0Uf .4A 1U"f BE LNQ DFDITTsD ONLY NL APT::OSDMFJORNO LAVCUT.IN A1SCu SIDE�E OF OPPOSING @61 - - COHIII2 . . TYP.EA.END • • 5.(A)HV WINDOW BLADE(STALL ONLY ALLOW A MNOMUM OF 5 OPENP7GS / • (3"I HOLES)FOR®PER BLADE AT SPACINGS SHOWN ON SHEET 4. (B)MIN.CLENiANCE FRO TOP OR DOTTCM EDGE OF W WINDOW MADE ___ _-- MA%._5 WINWWS- _ _ • • • • • _. • _ _ _ _ =OF ANY 3"_6 MOLE fQR_�S/ALL BE 12 - WINWW QLADE - - - (C)FIRST.OR�MADE COMING OUT FROM STARTERS AT ENDS MAY BE HV - - = WINDOW MADE • • • .• • c._ a� E 0 MllSf BE USED ALTERNATE TD A Sold/AIV BLADE 1Q (D)FIY WINDOW BIRD .. _ - ... 711R000IIDUT SMRR'S%1DTTL C • • • • • �� (E) ERMATES SHALWAYS DE rt45ID IXW NV HALLADIACT f0 A SO MADE T aT XM SILL ADE of THELL. j - A SEC END - (F)POLYCARBONATE HV WB.VOW/R SHALL:BE IFlSTAllFTI 50 TABS FACE CONNECTION _ • k� THE INTERIOR OF THE OPE"r BEING PROTECTED.HJ WINDOW 411 WSr BE DETAILS IO SHEETS ffiA^ (ONLY INSTALLED AND LOCKED.USING A IHV S FUNG TOOL PRONDED BY ASSN, 10,k 18 7YP.; 3,.yf . FULL HEGHT. A6355I SEE ANCHOR SPACKO SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME F N BUILDINGS ON SHEET 15•AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES �P P &'2 n>aKk . - - 7.SEE ANCHOR SPACING SCHEDULE FOR TNsraLunoNs wro POURED CONCRETE OR CONCRETE BLOCK WALL ONSH ETS 12& 13 AS LIMBED BY SPAN AND DESIGN LOAD(SEE NOTES 1 &2 AB&"E). ... .. .. R.MINMUM SEPAPAITON TO G[A14:SRI - (SEE PWM:FOR REOUIRFJAENTS) - `c'J 11P TOP.&BOTTOM _ D H %7N0 ZONE ND01UM SEPARATION TO CLASS -_-UNIIMTED WIDTH-__--._ - .- --_. 1 7H.RU 3 1• El EVATION MIL'.FPARAT"To GLASS Ez sT1Nc GLASS-, sEE sR m aE ON SHEET O N TI OS SHEET FOR ttP. U \ - 4� DTYP. 571/4wcFTrrERMATEs`zV7� \(� W/2j0-.I�SJ^HD �� -- --- -I W/G (SEE"mE n n1wE) PIAN' \ TYPICAL J) HV BLADE WORKING IN UNISON WITH HV WINDOW 'BLADE IAA SHUTTER* -- ... N.T.S. - _. FLORIDA BUILDING CODE(lion High Velocity Hurricane Zone, `,\t71\11LI ILIAL. L9 2015 EASTERN METAL SUPPLY, INC. A: rQ�1,,,,, BERTHA H V TM �\CE -- /► Accordion Shutter System I L E C LNG. �� FLV.aaoE#1 W/aR,W/O FLK N1NIM El AOE TILLIT TESTING & ENGINEERING COMPANY AfT19EICOFI Shutter Systems Ey;' pRlVr,tlN DAIS oRA%NfiY: IA:L 3/15 STATE Z 01-^Kw.36W.SL,St..505,MreaAA GwOExs,,FVX'dN,3l1 ASSOCIN]tI00F Inc. --, ,OLD 11-192 4/13/15 DATE: _4/1- ' OF-: (305)B71-,5w.F. (3as)Bn-asl 4268 westroads Drive z. DRAWING No e-mail:tat-0Imm West Palm Beech. FL 33407 3 - �t`••,,•.••••,•..,••��`�� FD-0006719 4 _ 15-085 . S' p WALILR'¢'PEER Jr.P.E. P2*'&A`�AgN�E/DATE FLORIDA L a/e4167 6 SHEET 6 19 OF 20 x 1 ,/210-035 TH,a( �M;�. _�a,>rs,: , INSTALLATIONS Wf HV BLADE &" HV CENTERMATES AGn.ASTM A-653 CRADE 40 �...M .^ �nisru i1so.G. ;= 436 INTO. METAL STUD. WALLS - - --- I a.6.O.C. 40 -41 m•oo. 475" 1/4"o NOMINAL * GENERAL MITAMONS AND CONDITIONS OF USE ALUMINUM SLEEVE �. FOR'BERTHA 1 W BLADE ACCORDION SHUTTER , 3/<'..c 1/c•x a.o3s-,HKx Mrn.i 43c .:--, 43a � - ': 12 o x 6G63�T5"ALLOY con..x,r /4:-XSTEET035C HICKCHMW.I,2 e•o.. o_e^O.C. SYSTEM INSTALLATION TO METAL'STUD WALLS b ASTM'A=653 GRADE AO 1W.G-60 I N 3.000'. cAlvn+,zm FAsm+m ro sruDs� I SEPARATION TO GLASS�SCHED111E GA/(2)a I1rFAST TER To Sm DN i EXISTING FINISH 3g. 1. MAX. A.S.D. DESIGN_ PRESSURE RATING: +75, - 75, (psf) INfMOR 7s IxmaaR FACE I 'as AaPuv,Lt>.e ' -Q a 2. MAX. SHUTTER SPAN: 84• WIND 20NE MINIMUM I ASTM.E-19SEPARATION OLENGTH_+ 1 ADN. SEPARATION ,, I�' 3. ALLOWED MOUNTING: MS ON THIS SHEET. TU GLASS EXISTING GLASS—, -TO GLASS ' , —(SEE SCHEDULE) 43 N 1 THRU 3 1• -l4" -•20X3" BOLT 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED _ MUST PbgTRATE a3e 1. - i - __ ) �- WfiH 21 ARRANGED A SYMMETRICAL LAYOUT. e USE v(2) 35 (6' LONG, MINIMUM) MUST:ALWAYS BE 4 4' I J/4'x 6 1/4'x 0.035-THICK Min.i EXISTING nNISH Q INCLUDED AT ]OR OR INTERIOR ACCESS_ SIDE OF _ _ 250_x•1.373.1 Oso' ONI C .GAW pulU+0.STEEL TRACK ; �AS APPLICABLE i; I I L� CENTERMATE. -II T-- -- ONT. A-653 40 Min.G-60 , CALVAMZEO FASTENED TO STUDS ' — /6.T/z.,tx,c Rlws ON .i 43c 43a- --- IED �j T- -- wIEwOR&EXTERIOR FACE ®6'O.C. f x .. - - .. ..-- - - - --- - - - - - "X]4'0 70 CADS --- d BLADE SLACK DETAIL HVF IS ALSO VALID FOR Q 1/4"a) ELCO CONSTRUCTION 1/212 38 CENTERMATE 2} APPLIOATION WITH BLADE 1Q: PRODUCTS FAB-ROK HD 6•x , ,/2-x O.OSS'DOCK 0 6• O.C. COMPONENTS Min.ASTM•A-653 GRADE 40 .'.:2'.Alai_.: - - . .in. G_.G4Lv.STEEL r.� :I MS WALL HEADERSILL INSTALLATION METAL STUDS AT l6'O.C. ,ri, —OGSDNG nHisN AS APPLICAOLF SCALE: 3/8•= 1- }- (TYP.TOP&BOTTOM) —— 10Ni4 FJLV S.LFLUTRACK TCHAIJNEL, �ExpririG GLASS �.. _ _ _ //C�ASTA1 A-(753 GTTADE 40 Min.G-60 . /'.GAIVANI&D FASTENLU TO STUDS SYMMETRYCAL 11` SYMMETRYCAL ; . `.I I w/(2)e6xl/2'TEK SCREWS ON 43a 436 43c - .I I. I 1 I ,- MIN.SEPARATION VARIES. ; `I PI ERIOR&EXTERIOR FACE ' i I I I:-. TO GLASS 2 , ' 1 CENTER W/ CENTERMATES W/ EXTERIOR ACCESS SIDE . I (SEE SCHEDULE)' MDx.: A INTERIOR ACCESS SIDE' Y --- ------------------- . ------- ----- --------------------- ---- ---- ------------- ----- - -- --- - ------------- -- --------------- s - - INs-Min.) - IN -w=------------------_-- -_---- - - -- -------------- ---___ - --- ------ - o -- -- ----- ---------- - --------------- --— ---- ------------- -- -- ------------- - _-- --- --- Y I (2) J 01 -1 21 21 21 I OCAT..D AT 12 _ iI HV HEADER/SILL ENDS - --�-6— =-��-- VIEW Y L 40 =i 2 / ' 3 1/A'(TYD•) ^ t/z'(TED) -- _-- ---- 7 3 (6'lAinJ - -- L4 J.- SIDE CONNECTION TO TRACK (Cont.) "-'—"7--"( —6 1/2-MAX. SLACK ## - BADE SLACK DETAIL HVFSLACK DETAIL HVF I FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ,�\\UlO1l Tlllryllll' , 2015 EASTERN METAL SUPPLY,INC: °••��R A.Tl�Cij''%; BERTHA HVIIJ LL ECO .NL:. A■S■S■A. Accordion Shutter System KV OR w 41 MADE#1 W/ /O H.V.WINDOW BLADE / = American Shufter Sysfems REV.NJ .DESVOPTION DATE .DRAWN BY: M.L. i TILLIT TESTING & ENGINEERING COMPANY 5355 N.w.30th.SL,Re.RIS V HL4 Gam.FLORIDA 33, Association, Inc. : , : l)IA 11-192 4/13/15 °�� Fhon.:(305)871-1530.Fai:(305)371=1531 4268 Westroods Drive 2. f)RAWING No 1p F�ORt�Q •'�� a-m�FB a-OO677a9.c«nWest Palm Beach, FL 33407 i 15-085 ��ss/G....:; �``�� WFLORIDA L:c P 44167 s SHEET .E. J Al/I {t�W;DATE 6 20 OF 20