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HomeMy WebLinkAboutProduct Approval Florida Building Code Online https://vt,\>~,v�r.floridabuildingy.orL,/pr/pr_app_dtl.aspx?par&m=>>'GF' PIP 4*1 ' .0 BCLS Home ..Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publcatom FBC Staff BCLS Site Map Links Search Ali Approval i j0product USER:PublicUser Product Approval Menu>Product or Application Search>Aoo6:ation List>Applimtion Detaii FL1850-R11 FL# z Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561)209-8263 bfeeley@eastemmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetaI.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer r Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the Walter A.Tillit,Jr.,P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann Jr. P Validation Checklist-Hardcopy Received Certificate of Independence FL1850 R1 COI AMERICAN SHUTTER SYSTEMS INC DRAWING 17-102 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Yea[ ASTM E1886 2005 ASTM E1996 2005 ASTM E330 2002 TAS 201, 202,203 1994 Equivalence of Product Standards Certified By 1 of 3 12/15/2017,3:18 PM r^ Florida Building Code Online https://mna-A,.floridabuildu�g.ori/pr/pr_app_dtl.aspa?parzm=wGEVQv... • L Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/03/2017 Date Validated 10/13/2017 Date Pending FBC Approval 10/17/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 11850.1 Bertha HV Accordion-Blade 3(HVHZ) Extruded aluminum blades folded together thru knuckles and Drawing# 17-103 retained by tracks to provide hurricane protection. Limits of Use Installation Instructions j Approved for use in HVHZ: Yes FL1850 R1 II AMERICAN SHUTTER SYSTEMS ASSOC INC i Approved for use outside HVHZ:Yes DRAWING 17-103 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST,.PDF Design Pressure: N/A Verified By:American Test Lab of South Florida Inc. j Other: Large Missile Level"D". Max span is 12'-7"for 35 psf Created by Independent Third Party: Yes j positive ASD load and 13'-0"for 35 psf negative ASD load for Evaluation Reports one specific condition shown in span tables.See additional FL1850 R11 AE AMERICAN SHUTTER SYSTEMS ASSOC loads and spans on engineered drawings. INC DRAWING 17-103 PRODUCT EVALUATION REPORT PDF Created by Independent Third Party: Yes 1850.2 'Bertha HV Accordion Shutter Extruded aluminum interlocking blades retained by tracks(top j (Combo)-HVHZ-Drawing#17-102 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 R11 II AMERICAN SHUTTER SYSTEMS.INC. Approved for use outside HVHZ:Yes DRAWING 17-102 BERTHA HV ACCORDION SHUTTER j Impact Resistant:Yes SYSTEM.PDF Design Pressure: N/A Verified By: American Test Lab of South Florida Inc. ' Other: Large Missile Level"D". Max.span is 13'-2"for 30 psf Created by Independent Third Party: Yes positive ASD load w/o window blade, 16'-0"for 30 psf negative Evaluation Reports j ASD load for HV1 blade w/o window blade for conditions FL1850 R11 AE AMERICAN SHUTTER SYSTEMS INC indicated on schedule#1,sheet 12.And 12'-3"for 30 psf DRAWING 17-102 PRODUCT EVALUATION REPORT PDF positive ASD load w/o window blade and 15'-5 for 30 psf Created by Independent Third Party: Yes negative ASD load for HV2 blade w/o window blade.See sheets number 12,25, 28 and 28A of installation drawings for other spans and pressures. 1850.3 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks(top 1 Only(HVHZ)-Drwg# 17-122 and bottom)for storm protection Limits?.fUseInstallation^^ Instructions I Approved for use in HVHXD FL1850 R11 II AMERICAN SHUTTER SYSTEMS ASSOC. INC Approved for use de HVHZ:Yes DRAWING 17-122 BERTHA HV ACCORDION Y T..PDF Impact Resis tan :Yes Verified By: American Test Lab of South Florida Inc. Design Pressure: Created by Independent Third Party:Yes Other: Large missile level"D". Max.span is 16'-0"and 14'-9" Evaluation Reports for 30 psf ASD negative load depending on centermates and FL1850 R11 AE AMERICAN SHUTTER SYSTEMS ASSOC, IN locking rod configuration for the HV3 blade,8'-0"for+64, -72 !DRAWING 17-122 PRODUCT EVALUATION REPORT.PDF psf load for HV blade for Keystone mountings 7'-0"for+75,-75; Created by Independent Third Party: Yes psf for metals stud mountings and 8'-0"for 110 psf.for HV3 and HV1A working in unison.See sheets 7, 11,20 and 19 respectively of installation drawings for other spans and pressures. - �Badc Next Contact Us::2601 Blah Stone Road Taltahagsiee FL 32199Phone 850-467-1824 The State of Florida 6 an AA/EE-0 employer.Copyright 2007-2013 State of Florida ::Privacv Statement::Accessibility Star m nt::Refund Statement Under Flo da law,emal addresses are public records.If you do not want your e-mail address released in response to a pudic-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mal.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 r they have one.The emalis provided may be used for official communication with the ICensee.However emai addresses are public record.If you do not wish to supply a personal address,please provide the Department with an emal address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click hWL. Product Approval Accepts: 2 of 3 12/15/2017,3:18 PM Florida Buil`dma Cone Online https://wA,\v.floridabuilding.org/pr/pr_app_dtl.aspx?parani=\AGEVXQw... uFqm gi�® Credit Card Sate 3 of 3 12/15/2017,3:18 PM GENERAL NOTES: 1. BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVA.UATIO14 DOCUMENT(P.E.D.)HAS 6EEN VERIFIED FOR COMPLIANCE 114 ACCORDANCE WITH THE 2017(61h EDITION) OF THE FLORIDA BUILDING CODE,THIS ACCOROIQf4 SHUTTER SYSTEM MAY BE INSTALLED AT HIGH VEI.00IIY HURRICANE 20NE5, TABLE OF CONTENTS DESIGN MIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MEHTIONED CODE,FOR A BASIC 141140 SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILLBE INSTALLED WHAT A DIRECTIUNALITY FACTOR Kd-0.85,USING ASCE 7-10 ANO SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. AREA 1: HV BLADES n & j A IN ORDER TO VERIFY THE ABOVE COHDRIOH,ULTIMATE DESIGN WIIIO LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.O.DESIGN WINO LOADS 13Y MULTIPLYING THEM BY 0.6 IN ORDER TO C014PARE THESE W/MAX. (A.S.0)DESIGI4 PRESSUkE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 & 20. GENERAL NOTES SHEET I SYSTEM COMPONE14TS 1-20 SHEET 2 IN ORDER TO VERIFY THAIANCHORS ON THIS P.E.U.,AS TESTED, WERE NOT OVERSTRESSED,A 33 X IIICREASE IN ALLOWABLE LOADS FOR WINO LOADS WAS NW USED IN THEIR ANALYSIS. BERTHA SYSTEM COMPONENTS 21-37 SHEET 3 11 V. ACCORDION SHUTTER SYSTEM'S AOEOUACY FOR WIND AIID LARGE MISSILE IMPACT LOAD HAS BEER VERIFIED 114 ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER ATL TYPICAL SHUTTER ASSEMBLY 38-44 SHEET S REPORTS: -HV BLADE O#0214.01-03, /0715.01-03,111004.01-05, #1214.01-05. #0317.02-06. #0609.01-10 AMO #0210.01-11 AS PER TAS 261,TAS 202 AID TAS 203 PROTOCOLS AREA 2: HV BLADE In AND HV WINDOW BLADE 11,4 & 01220.01-10 AS PER TAS 201, TAS 202 & TAS 203 PROTOCOLS LARGL MISSILE. -INV WINUOYI BLADE ®#0505.01-08 AS TAS 201, 202&203 PROTOCOLS AND 0'725.01-08 AS PER TAS 202 PHOTOCOL {WHERE TYPICAL SHUTTER UTTERAPPLELEVATION & NOTES ON LOCKS SHEET 5 2. HV BLADE(i AMD HV WIRUOW BLADE & ARE ENGINEERED TO WORK III UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19. INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 8 INSTALLATION DETAILS O-M. CONCRETE/BLOCK SHEET 7 3. BERTHA H.V.ACCORDION PINS(Hv SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE It 14X2.75 AND # 101.75 RESPECTIVELY. 410-HT MINIMUM CEWERMATE DETAILS HV SHEET B SERIES STAI4LESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH N40 180 ksl TENSILE STRENGTH. PMS SHALL BE COATED WITH BERTHA HV UACROSHIELD COAT114G SYSTEM AS I.ANUFAC(UPEO B'! CENTER)MTE ALTERNATING DETAILS HV SHEET 9 APPROVED COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV MARKING 014 THEIR HEAD. 4,ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOT'AND TEMPER AS INDICATED 014 SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY 15 31.7 ksi AND 357 ksi ENO CONNECTION DETAILS 1-6, CONCRETE/BLACK SHEET 10 FOR 6005-T5 ALLOY. MAXIMUM SPAN TABLES SHEET 11 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CAR8014 STEEL AS PER DIN 50018 WITH 50 ksi LAIN.YIELD STRENGTH ANO 90 ksi LAIN. TENSILE ANCHOR SCHEDULE- CONCRETE SHEET 12 STRENGTH A140 SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE SHEET 13 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR ASI 304 OR 316 SERIES SIAINLESS STEEL WITH 35 kai IA111111UM YIELD STRENGTH. ANCHOR SCHEDULE- CONCRETE SHEET 14 ANCHOR SCHEDULE- CONCRETE BLOCK SHEET 14A 7. SEE THE FOLLOW114C SHEETS FOR ANCHOR SPECIFICATIONS:Hv BLADEIO : 12.13.14,14A,15 AND 20 ANCHOR SCI IEDULE- WOOD SHEET 15 Hv BLADE p&O WORKING 114 UNISUf'I: 12, 13 & 15 INSTALLATION DETAILS M-R, WOOD SHEET 18 INSTALLATION DETAILS S-X.WOOD SHEET 17 8. THIS BERTHA M.V.ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT 06'779,582. COMPONENTS OF THIS APPROVAL ARE COVERED. III WHOLE OR III PART BY US. PATEIIT#5'458,1/9 ISSUED TO END CONNECTION DETAILS 7-12 & X. WOOD SHEET 18 EASTERN METAL SUPPLY,INC. 9.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIF)'THE SOU14ONESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE,CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH RETAIN.THRU FASTEN114G III CONT114000S CONTACT WITH THE BUILUING TO PREVEIIT WIRD/RAH INTRUSION. AREA 3: HV WINDOW BLADE NA) ONLY 10, EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENAIIT,OR OTHERS, MUST PROPERI.Y CLOSE ALL HV AND HO CENTERMA3ES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. TYPICAL SHUTTER ELEVATION SHEET 19 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED O11 A READILY VISIBLE LOCATION At ACCORDION SHUTTER I1 ACCORDA14CE WITH SECTION 1709.9.3 OF FLORIDA BUILD114C CODE.ONE LABEL. SHALL BE PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTIO14 1709 9.2 OF THE FLORMA BU /�ILDIIIG CODE. AREA 4: HV WINDOW BLADE L I J ONLY 12. BERTHA H.V.ACCORDIOII SHUTTER SYSTEM 5 INSTALLATION SHALL COMPLY WITH SPECS INDICATED 94 THIS DRAWING PLUS NAY BUILDIIIG AHO ZOVING NEGULATIOIAS PROVIDED BY THE JURISDICTION INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 WHERE PERMIT IS APPLIED TO. 13. (a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AIO DOES HOT PROVIDE WFORMATIOP.FOk A SITE SPECIFIC PROJECT.i.e. WI IERE THE SITE CONDITIONS DEVIATE FROM THE P E.D. (6)L'OHTRACTOR TO BE RESPOI451LILE FOR THE SELECTION,PURCHASE AND IUISTALLATIO14 III'LUDING LIFE SAFETY OF THIS PRODUCT. BASED ON THIS P.E.D.. PROVIUED HE/SHE DOES NOT DEVIATE FROM THE C01401TIO145 UETALED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE COIITRACTOR'S RESP014SIBILITY (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALIEREO BY ANY MEA45. THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMfTS IN THE STATE OF FLORIDA (e)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL GIN BEC O T 1HE ENGINEER OF RECORD SUBMIT FOR THE PROJECT AND WHO SPE WAIL FIC BE RESPUIISIOLE FOR THE PROPER USE OF THE P.E 0. ENGINEER OF RECORD.ACTING AS A GELLc:A(EU EIIGINEER TO THE P.E.G. fHf.INEER SHALL SUBIAIT TO THIS(ATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.E.D. SHALL BEAR THE DATE AI4D ORIGINAL SEAL A40 SIG(ATURE OF THE PROFESSIONAL EHGINEER OF RECORD THAT PREPARED IT, TMTJ JlY:ffffi�>>r FLORIDA BUILDING CODE (High Velocity Hurricane Zone 441 �T' 4 �I N 1 fi, Qi F 0 2017 EASTERN METAL SUPPLY,INC. BERTHA HVTM J A■ .I�. Accordion Shutter System 1 E C O #N�. H.V. etAOE,µ1 w/oR w/o H.V. IM BLADE TILLIT TESTING & ENGINEERING COIR PAN# American Shutter S)/StBITIS pEV.NA DESCRIPTION DATE DRAWN BY: ML �ekL� . a»5 N.,San.S1.,S1..wS,WRGua-ENS.TLORJA Y Asnoclation. Ina. OLD Tb-080 8/02/1 ME: 08/oz/U \• i+ Phone (305)871-1530.Faa (305)871-1571 4268 Wast Roads DNVa z �)� Cj. a-rnlM:lll4cooam.enm Wast Polm Baaeh, FL 33407 3 DRR�WI;GnNeo �t1 Fe-aGoe719 Phone: (800)4.32.2204 . FOX. (561)209-8380 4 1 , 1 LL WALTER A TILLIT Jr.P.E P.E.SEAL/SICT4AIUNE/0ATE FLORIDA Li, IT 44167 5 SFIEET 6 1 OF 20 r P SEE END WALL_CO CTAILS ON SHEETS 10 A 18 SEE 1407ES Oil LOCKWG ROD$ FN LOCKS(J)or(f; _1 -I- EXIST INSTALLATIONS W (i H .10 ALTERNATE W LOCK 0 ON SHEET 5. OI_ TLo�'1 FIN ING GLASS ** BUDE SLACK DETAILHVF IS VALID FOR ALL BLADEW/ HV CENTERMATES CERTER"TES APPLICATION WITH E'LADECD OR SEE END WALL CONNECTION EXISTING GLASS DETAILS ON SHEETS 10 A 1_­i @.Q) 04D-0 @-- 3 1/4" 1/2' (6063-TO ALLOY)ALUIA. OPPOSING SYMMETRYCAL ANGLE fi/(2) 1/4"0 TAPCOH 1/2" ANCHORS TO CONCRETE CENTERMATES CENTERMATES MIN. SEPARATION LASS 3' (TOP/BOTTOM)& J10.3/4"S.A.S. 0 12' 1 TO G (4)P'Qn:/2"S.M.S.TO I .'I O.C. FULL LENGH7. W/ W1 HV LOCK drgl 65 (SEE SCHEDULE Oil USE EACH ANGLE.(fYP) ISHEET 11) =1N 7 5 2' L(5u CD (2) HVQ HVIC ..POUREU CONCRETE OR @.0 0o,l HVA EXISTING GLASS CONCRETE BLOCK WALL 0.0,g.0.0- REQU ED @) - - -___-_­F I-__- - -_.- 1 1, — - — SYMMETRICAL -(ff-C6 F' 7 -(fo- EXISTING'.4 0-6 0- 6 (D (D 1.4114, SEPARATION GLA IN 10 GLASS 0-0 0-0 IULAI TERM*M A T 9-@),ate SCHEDULE 014 GLASS T t Yj/_Ry LQC&_g OPTIONAL @ax @ @_(JEE SHEET 12) (INTERIOR) "C'S""G GLASS CONCRETE 0 E 4.N MIN. SEPARATION EP TO GLASS OPTIONAL (SEE SCHEDULE IN ON SHEEr 1 1) F (INTERIOR) L L-COHCRETE OUT ANCHORS Filis ANCHOR S).C'. VARIES 3 n3� n M V '/2"MAX. SLAGK F6_uT1 (EXTERIOR) HVE HVF** HVID FLORIDA BUILDING CODE (High Velocity Hurricone Zone) a 2017 EASTER14 METAL SUPPLY,INC BERTHA HVTM A.S.S.A. Accordion Shutter System H.V. a"#1 W/OR W/O V WN"DOW BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.H. DESCRIPTION DATE DRAVM at: M.L. Association, Inc. I OLO 15-08 38/02/17 DATE; 08/02/17 AD — 35b NW.3616.SL,St, 3Ub,VAGil"GARDENS,FLORKA 3316e 268 Week Roods On- F2 Pb.n.:(305)871-1530.F°.:(305)871-1551 1 — DRAWING No W."t P.I.,13-ch, Fl. 33407 3 Phone: (800)432-2 04 . Fax: (561)209-8380 17-122 E"_OOO 719 WALTER A PE 4 FLORIDA LiTILLJIT 4J4167 5 SHEET 6 8 OF 20 ALTERNAIE .,INSTA LAT ON W V L CI HV MALEZELA E 'i h' S C S-26) 9 & LOC —R 1 VBLADE ccF FNn CONNECTION f)ETADs ON_SNEETS in 18 INSTALLATION � HV BLADE II -- F1 ,�EXISTINGG1ASs l.� W/ HD CENTERMATES OLJT F>�( _ IN I`' 11ELIE S STACK DETAJI Mlf.IIIDII;AIEO 011 SHEET 8, AS vtELl a5 IJNWLNSAL fl—W.16 ELAUE®ULTAII 110th-HVD, a®w©`�w 6JwIG•®w INUiCATED 04 THIS SHEET.LAY BE USED WIM THIS ALTERNAT N ISNLAnOn OErNL ve suoxel ul MIs SIIEkI. , ENn WAI i CONNECTION-- `f0•®^©•®°^©•�°^ DETAILS nN SHEETS 10 h 18 (606)-lfi NJUTI NW. 6)6 a©•® NgLF A. I 0 i tICREV I Nq1+Oxi IJ GOIIGREIE * l�]9GI (OPTIONAL) (OI�R-,OWE) (TO'/aun )2 SYS.O 12 \,�r (Qf IU•I/i's.Y S.TO ru6E I 0.0.ML lIT * iN (4)H.V. __ AT EKH NgLL.('F) I ..IN (4)H.Y. .,.,.A— FI / -30 HV "T" PINS('Irv.) rI Fj C! 3 LOCK (INSIDE) 1 `• a vE_. PINS(rn.) (tleA&E` c 1 7 1 1 T ( OUT 31 oR©2 33 31 oR©2 ��oR 32 / 35 31 OR 2 2 - /4" 0-20 x 1 1/2" S.S.M.S. 4 3 * - 'TONAw *SEE IIOTE ,FOR HV LOCK(3O -1W/ 7/6"0 x 3/32" WINGNUT. (o'rgN.A)HDB—HVB �IJT (oHDC—HVC T LOCK,ON SHEET 5. QsyMMETRICAL HD CENTERMATES O HV "T" LOCK (OUTSIDE)- SYMMETRICAL HD CENTERMATES Wf (3�1' LOCK—(EXTERIDRI 4YL�Y` LOCK (INTERIOR) 1 SERIES RIIJ.aWIO:UTA �* 2024-13 ALLOY)URGE FLANGE THIN ©'O7 w©,r10•@AA SHEET NUISERT.PAN[f 4520. _10•®"+©• ©.®w AS LWIUFACIURED BY AVUEL CHERRY IExfORN.PARSIPPEIIY,IMY JERSEY ©'O•©w©'O•®w 0705.OR EQUAL. __ Irl.•®w�.®wO,®w D *SU-1- -VA— EENOIE6 ON—VA—FLOAr'..—C)OF1.LL TWD-N.O B Fql—am—T0—tac IUS YAM&bE HDD—HVD" FLOATING STACK FLORIDA BUILDING CODE (High Velocity Hurricone Zone ®2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM N IL C d 1N�. ,� Accordion Shutter System H.V. BLADE#1 w/OR W/O H.V. WR M BLADE �'•, r ilii American Shutter Systems REV.N° DESCRIPTION DATE DRAWN BY: IA.L. �• :'Y TILLIT TESTING k ENGINEERING COMPANY Assoclotlon, Inc. T OLD 15-080 8/02/1 DATE: 08/02/17 a)SS 14W 36th,.St.,SL..305,VIRG—GARDENS.FLORIDA 3316 +-�y)p {•,CVF Ph— :(305)871-1530.F°.:(305)671-IS31 1266 Wesl Ruads Drive 2 DRAWING No "Ilil� W.Sk PDIm Beach, FL 33407 li11,c0V°Olilxn 3 .. 0 """' �\ EB-O06719 Phone: 600 432-2204 . Fan: 561 200-8380 �T c�� •' 17--122 u �t'Ai a' II`L YIALTER A.TILLIT Jr.P.E. ( ) ` 4 P.E."SEAL/�I�HF IRE�OATE FLORIDA U. y 4416/ 5 SHEET 9 OF 20 PAURED C014CRETE POURED CONCREIE jPOURED CONCRETE POURED CONCRETE OR OR CONCRETE ....._._ . OR CONCRETEOR CONCRETE CONCRETE BLOCK WALL BLOCK WALL REQUIRED BLOCK WALL REQUIRED BLOCK WALL REQUIRE() REQUIRED -EXISTING GLASS -EXISTING GLASS EXISTING GLASS CONCRETE ANCHOR EXISTING GLASS 2'Mjm;� 0 16"D.C. J WN _L I To.SEPARATION CLASS(EF WN.SEPARATION SCHEDULE Q4'SIILET MN SEPARAT04 MIR SEPARATION TO GLASS(SEE TO GLASS($I! loll FOR BLADE fi)AND SCHEWLE ON SIEET to CLASS(511 ED ED SCHEDULE ON S!iELT q SHEET 19 FOR I I FOR a"j'Aw SCHEDULE ON SHEET BLADES 01�&fq I1 FOR&A)E Q"AND 5063-T6) CONT. II FOR BiAa C1,AX) r ON slim 19 FOR ON SHEET 19 FOR 1/2- ON SHEET 19 IN 7777-777--l' :xz BLADES tj)&116) ALUM. CLOSER &lj�) - BLADE 'T'&C (LOCATE­ ;I _'.I _T PLATE. (LOCATE 1/2" T A) E1118)51 D AT EITHER SIDE 141N *USE I-OR 2-MAX. OF OF U 1/2- ow AV (AS APPUCA6LE).2'x1/5-,0-Z' Li4 F Rio,1/2'/2^S,M S ALUMINUM CLIP ANGLE • 0 16'O.C. 010.1/2" S. S C5 I_ (6063-16 ALLOY)AT tilDHEJGHT 0 16'O.C. (1) j10xI/2'S.M N, 1'4 (2)1/4"0 TAPCONS ANCHORS TO WALL AT I-O.C. (LOCATE AT SEE DETAIL X FOU EITHER SIDE OF(11 OR itUAY& / — i SIDE CONNECTION OR If SEE SIG UL[AIL X FOR OR TO TRACKS SIDE CON 4ECTI 14 X4 �C­ SEE DETAIL X FOP- 4 1-3- TOTRACKS ('�`Ca I'(Co SIDE CON EC1115.11 - fS-C6,)-(7:, C8 I C3i TO"TRACI ( I �f) C7, fg LO ft f2)'4 lt��7) f5l- -C711 IQ3­tqi f_S� 71 �07 C6) (I-) I& C6) CV ft-CG� (D 4�."- (-_7',-�J)-C6 I-(D7 •4- I-g j_f C7) 051@­C�)•QI- 981-igp-C61-C&-0_71- 63-19.C-(9)_14_60y i_e)•(0,-4-(C3.-(9 CS,-C" C13-61 '1. 0 @-4) END CONNECTION DETAIL ( END CQNNECTION D&AI Cf) END Cq�NECTIQN DETAIL 2; END CONNECTION DETAIL ,��; k, ­ .;\ __- I'_'_ I I __— --POURED CONCRETE OR EXISTING 4 REQUIRED ONLY FOR SPA14S GREATER THAN 12'-fl EXISTING GLASS CONCRETE BLOCK IVAIJ REQUIRED GLASS I.W.SEPAR0014 110.1/2"S.M.S-- MIN SEPARATION TO GLOSS(SEE 0 16"O.C. TO GLASS(SEE y SCHEDULE Z SHEET MIN. SCHEDULE ON SHEET _51 -('�)rR(_8).RCp'31 r I I FOR BLADE It;AND 11 FOR EAAoEj,AJ40 CONCRETE 1/2 a OF OR ON SH -1 12"Oc, I I SHEET 19 FOR LET 19 FOR ANCHOR 0 r-I (91 ORIO)OR (cs (JEZ BLADES lf, SLAIWS ij) 13 CONCRETE AJICI IUR J ED ! ­1 2- I M04 T O.C. ------ 2 Lti N ED 2'MAN 2"IAIH SEE UIAJIAIIONS OF USE FOR BLADE QA)ON SHEET 19 rp VIEW r2 I 5- 7 ('il 0 PLAN C.R,(I DETAIL 1- F POU EO CONCRETE OR (1). R QA� CONCRETE BLOCK WALL01. -C7 db- END IN TALLATION REOUIRED 5i HV OR �� HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL(5 6-C9',- ILDING CODE (High Velocity Hurricane Zone) 0�AAA--END CONNECTION DETAIL FLORIDAF[-ORIDA ,"-M M fj/ . � C,2017 EASTERN METAL SUPPLY, INC. BERTHA HVTIA ri ME C 0 A.S.S.A. Accordion Shutter System RV. MADE#1 W/ W/o KV. WHDOW BLADE American Shutter Systems REV.R. DESCRIPTION DATE DRAM sy: M.L. 1ILLIT TESTING & ENGINEERING COMPANY -000 08/0 uZ1Association, Inc. 5 A/02/17 DATE: 2/17 9155 NA St.,5'..305.vur." Is,FLOR114 33- 71-1530.Fax:(305)871-1531 4268 W..t Roads On 2 • C014 x, West P.I. B.och, FL 3"07 DRAWING NO -fl: kilt...O.W.... 34 3 -0006719 (800)432-2204 . Fa.; (561)209-8380 — 17-122 A/^......... .r.ivi X41. WALTER it A TI LIT Jr.P.E. 4 6TURe�DATE ftoftA Lil'# 44157 5 SHEET It 10 OF 20 SCHEDULE #1 SCHEDULE #2 SCHEDULE #3 SCHEDULE #4 3k NOTES, _ (1)Lt:MAXIMUM ALLOT/ABLE SPAN FOR A e SEPARATION TO GLASS REQUIREMENTS MAXIMUM SHUTTER SPAN* MAXIMUM SHUTTER SPAN'"1_+" AXIMUM SHUTTER SPAN*"L+" GIVEN POSITIVE A.S.O.DESIGN PRESSURE MAXIMUM SHUTTER SPAN 'L+" OR "L-' (ft.) RAZING. "L+" OR 'L (ft.) FOR R "L (fl.) INSTALLA'I'IOIJS R "L-" (it.) INSTALLATIONS L_� IAAX.ALLOWABLE SPAN FOR A GIVEN (1) SEE BELOW FOR MINIMUM SEPARATIOW TO FOR INSTALLATIONS W/ INSTALLATIONS XO W/ W NEGATIVE A.S.G. DESIGN PRESSURE RATING GLASS SCHEDULE FOR SHUTTERS INSTALLED WITHIN NO L�© do or or W/ ONE CENTERMATES & JkW/ TWO Hv OR k W/ 014E HV LOCKS THE FIRST 30'-0"ELEVATION OF BUILDING HV LOCK or r or HD LOCK W/ OIJE Hv LOCKH UR LOCKS OR TWO Ok W/ WO LOCKING' (2)PROCEDURE TU DLTERLIINE IdAXIIAUM MEASURED AT BOTTOM Of SHUTTER. R00�� OR CENTERMATES � & SPN4 FOR WALL AIOUNTINCS OR OCKII4C RODS Q TOP/BOTTOt ODS FLOGR/CEILING:.N ONE I-IV LOCK W TWO LOCK114G RODS Ok W/ 14CFJNC (2) MINIMUM SEPARATION TO GLASS FOR SHUn EkS / / W/ ONE I-IV LOCK OR (VALID FOR MOUNTING Q INSTALLED ABOVE JO'-0"ELEVATION'OF BUILDING.RODS ♦(SEE I'40TES t,I y GIVEN A POSITIVE A.S.D. DE51GN PRESSOR TOP h BO7TOM ♦(SEE NOTES t.i'ij R e(SEE NOTES t, SHEET 7) MEASURED AT BOTTOM OF SHUTTER IS 3". RATING. DETERMINE MAXIMUM SPAI4"Lt' uAx6wu ,,womuu S 0 p,LV,,r COIJCRETE k W000 wx"U. CONCRETE FROM SCIIEDULE. ssO. CONCRETE A WOOD INSTALLATIONS O AS 0' INSTALLATIONS O DFS�cN INSTALLATIONS 0 asw°rl INSTALLATIONS GIVEN A NEGATIVE A.S.D. DESIGN DEs1cn DESIGN PRESSURE WALL LUOUNTINGS —SURE PRESSURE FLOOR/CEIUNC MOUN7LNC PRESSURE RATING, DETERIAME MAXIMUM ,KS SUPE FLOOR/CEILING y,TS RATRIG Rolla OR SPAN "L-"FROM SCHFUULE. MINIMUM SEPARATION TO GLASS SCHEDULE, .1Y1r• WALL MOUNTINI: LW NTRIG (p...l.) FLOOR/CEWHG NUUNT61CS (.+.I.) FLOOR/CEILING I.IOUNONG (p..13 FLGOR/WALL MOUNTHG SHATTER W/ ONE LOCK WITHOUT LOCKING RODS I.uN-) L f (II) l-(11) L 4 (E) l-(11) OR t f (11) L-(11) 1+ (II) L-(IQ l OR t (4) L-(8) FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL l0 THE MINIMUM DETERMINED SPAN 30 13'-2" 16•_0• 13•_2• t6'-0" 30 12'-3_ 14'_.9" - 30 13'.._1_ 16^0' -. 00 .__ IS=2" 16'-0' SHUTTER INSTALLATION L INSTALLATIONOPPOSING W/ BETWEEN 'L+' /VMO 'L-'. SYMMETRICAL OPPOSING 35 t2'-8" li'-10" 12'-8' t4'-10' 35 n'-9" i3'-8" 35 IZ'-T _15_-7` _ 35 12'-8" 14'-10' SPAN CENTERMATES CENTERALATES 40 12'-3" 13-10" 12'-3" 13'-10 40 11'-4" 12'-9' 90 12'-2" t5'-2" 40 i2'-]" 13'-10' (3) PROCEDURE TO UETERLUNE MAXIMUM 105" - V. --' "--- - —' --' ---- -- SPAN FOR COMBINATIONS IIJ BETWEE14 AS I1'-I1" 13'-1" 11-11` IJ'-1_ _43 11'_I"__. 12'-0" _45 ._ 11'-9" _lA'-S" 45____-. I1-11" ..1]-1" ]3/B1 4" -_._ ... WALL W/FLOOR/CEILING MOUNTINGS: OR LESS SU _ 11'-7" 12'-5" 11'-7' 12'-3' 50 to'.-9•.._,. 11-5' 50 ... II'-6" 13'-7" 5o 11'-7` 12'-5' - ........_._ ...... _ _. ._ ALLOW TO MAX. 55 11'-4" 11•-10 11'-4" 11-10' 55 10_-B-B" lo'-Il" 55 ...,11'-3" 12'-11_ 55 11'-2" -'I 1'-10" FOR A GIVEN POSITIVE A.5.0. DESIGN ]7/B's M1" _._._._ ---- ---' ALLOWED 60 11'-1' I I'-4" I1'-0` 11'-4` 60 ...,..10=3`. 10'-5` 80 I1'-O" 12'-M1" 6E1 10'-2' 10'-11" PRESSURE RATING: ----- - DETERMINE: •USE 2 1/2"FOR HO LOCK tt�OR® fi5 10'-IU` 10" 10'-7" 10'-10" 85 10'--0" IU'-O" 65 10'.-9' 11'--11" 65 0'-5` I0'-1" L1+- MAX. SPAN FOR WALL MOUNTING USE 11JDIC'ATED VALUES FOR hV CENTERMATES, 70 111'-6' 10'-6' 10'--2" 10'-8' 70 9'-8" 9'-B" .._. 70 IC'-7" 11'-5' 70 8'-9" 9-4" INSTALLATIONS. 9'-10" 10'-1' 75--. -„__9=4_, 9'-4 75__ -10'-4” tl'-1' 75 - g'_g" L2+= MAX. SPAN FOR FLOOR/CEILING IAOU1171NG INSTALLATIONS. MINIMUM SEPARATION TO GLASS SCHFOUIF; 9'-7" _9'_10_ Bo 9'-0" 9'-0" Bo __70'-fi" 10'-9" SHUTTER W/ONE LOCK 6 TWO MOCKING RODS OR _ WITH ONLY TWO I(>CKS 9'-3` 9'-6' B5 8'-9" .8=9 BS -9_5" 10'-5" FOR A GIVEN NEGATIVE A.S.D. DESIGN _..._. - PRESSURE RATING: 90 9'-S" 9'-3" 9'-0' 9'_3" 90 e�� B_-6' 90 9'_5' t0'-1` UETERMIIJE: INSTALLATIO14 W/ INSTALLATIO14 W/ .. ._ --'- SHUTTER 95 W_: IK7 ..__8_9__ 9'-0" 95__ W-3_.. B'-3" 95 9'-2" 9'-lU` LI-- MAX. SPAN FOR WALL MOUNTING SPAN too B'-9" B'-6" tl'-9" 100 e'-1' e'-t` loo 9'-0" 9'-7" N45TAu.gTK)N5. CEN1ERMhTES CENTERNhTE$ ....._.. '- _"-- L MAX. SPAN FOR FLOOR/CEILING e'-4' 8'-4' 103 _ 7'-1 1" T-11' 105 ... 8'-e_. 9'-4"_ 105 I10 8'-4" T-7" B'-2` T-11" I10 T-8" 7'-7` 110 B'-7" 9'-2' MOUNTING INSTALIATIENIS. 2 3/4" �+ 3 3/16" _ ._.__ .— _- MAXIMUM SHUTTER UR LESS ---'-'---"'-' FINAL. MAXIMUM ALLOWABLE`PAN IS EQUA >105-TO MAX. 115 8'-2" 7'-3" 8'-0" 7'-7' IIS 7'-6" 7'-3" 115 8' B'-11" SPAN "L+" OR "L-`FOR - 3 1/4" '•' 3 1/4' .. ___.------- ------ TO THE AIIMIIAUM BETWEEN "Ut "L+ ALLOWED 1.20 B'-0' 6'-I1' 7'-10" 7'-4" - 120 7'-4" 6'-11' 120 _ 8'-2" ,,...8_-9' SHALL INSTALLATIONS LIMITED INTO WOOD "L7-"AND `Is-" -- SHALL BE LII.Il7ED TU 705 's USE 2 15/16" FOR HV 'T"LOCH 0 W 125 T-10` 6'-8' _ T-8' Y_O' 125 7'-3_'.... 6'-6" 125_ B' B'-5' / / 1)0 P.I. DESIGN LOAD. 6'-5' ]'-6" 6'-9" 130 T-.l _ B'-5" 130 _ 7'-IO" B_�" MA MU TO ANCHORALLOWABLE SCHEDULE Y/MTM TWAT '�• USE 4 D V FOR HV H LOCK DAT - - MAXIMUM AILOYfABLE SPAN AND NEGATIVE USE INDICATED VALUES FOR HV CENT MATE5. US T-T 6'-2" T-1` 8-6" ._ _ 115 - fi'-II" ..6_2' 1]5 T-9" T-9" --- ---- - A.S.D. DESIGN PRESSURE RATING TO 140 T-5" 5'-11" T-S" 6'-J" 140 6'-10" 5'-11' 14q T-7" 7'-6" DETERI.IIHE MAXIMUM A14CHOR SPACING. _ _.___..._ .._._ INCT I AT101J L IJD 745 7'-]' S'-9" 7'-1" 6'-0' 145 6'-8" 5'-9' 145 7'-S" 7'-3" _. _ ._ 150 7'-2" 5'-7' 7'-0" 5'-10" 730 6'-7"_ 5'-7" 150 7'-4" 7'-0" CONCRETE S NANBORY WOOD 155 7-O' _-5 5'-8" 155 6'-6" 5'-5" 155.. ,..7-2` _ 6'-9' •t H.V. CORNER CENTERMA.TE#3 MAY BE 160 5'-2' 6',-8_ 5'-6` _ 160 6=3" 5_-2" 160 T_1" 6'-7` USED AT ALL IAOUN71NC INSTALLATIONS. LOCKING WALL A. B, C, D, E, M. N.O• P•o•R. I65 6'-10" 5'-1" ll'-8" - 5'-4" 165 6'-J" 5'-1` Ifi5 7'-O" _ 6'-4" SPECIFICATIONS SHALL BE AS INDICATED OII MOUNTING F, K & L. S k V. 170 - 6'-9 j -4'-tl` W-7" 5'-2" 170 6'-2" -.._4'-11' ..-.,170 8'--11" 6'-2_ MANDATORY CONDITION /2 NOME J6. SHEET 5. FLOOR/CEILING t75 6'-T 4'-9" 8'-5` S_-0" _. 175 .. ._._6-1••—......4_9"..— _... 175_ __...6•-9". .. B.-D" G. H, I. 11 1' J. T, U. W :k X. __.,. MOUNTING _. EXCEPT THAT MAXIMUM SHUTTER SPAN L+"OR "1. AND MAXIMUM A5.0. + M. 180 6'-B" 4'-8" 6'-4" 4'-10" _._.180 6'...0_......4=8 MBO 6'-B" .......S�-.I O_ _ ,.—. _...__-._. ���—�� --- DESIGN PRESSURE RAl11JG FOR INSTPUAT1lXJS INTO CpJCRETE OR CONCRETE _ 185 6-5 _-4-6" 6-3`_.. 4'-+9" 185 -5--11- 4'-6�.._.. 183 6• ./_ 5'-8' _ BLOCK SHN.L BE UNITED AS FOLLOWS: _- 190 4'-5" 6'-2" 4'-7" 190 .5'-10` 4'-5` 190 6'-6" _5'-8" 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO t64,-72 p.s.f. \/ 195 6"-3" 4'-3" 6'-1" 4'-6" 195 5'-9' '1'-] _ 195 6'-5" 5'-5` AND 8'-0' SPAT HV BLADE 200 6'-2' 4'-2" 4'-5" 200 5'-9" 4'-2' 200 6_4" 5'-3" SEE MOUNTING M GN SHEET 7. 205 6'-0' 4'-1" 6'-O" 4'-3" 205 5'-B' 4'-1" 2O5 6'-3" 5'-I` FLORIDA BUILDING CODE (High Velocity Hurricone Zone 1'/ '��:.•, ®2017 EASTERN METAL SUPPLY, INC. /� BERTHA HVTM cam ' AIlr Accordion Shutter System �. C CJI Ila G. ■ ■ Kv. BLADE X11 W/aR W/o H.V. W1NDC)W BADE C -41k%7 American Shutter Systems REV.N. DESCRIPTION DATE 16110114 af: M.L. TILLIT TESTING k ENGINEERING COMPANY Association, Inc. 1 OLD IS-080 8/02/17 DATE: 09(02/U 'X3 6=N.W.Mlh.51..SI..ao3.WR,11:1A U.M10S.RONDA»Is f7' JTA;( T 4268 W..t RDode Drive 2 �' PYwna (305)871-1530.Fox (303)871-1531 Wast Palm 8...h. FL ]3407 N.m.Uam ] DRAWING No -In.11.Ilk... c f� ••,��R(p�,.-'•i`,11' E9-0003779 Phur- (800)432-2204 . Fox: (581)209-8380 -122 IIER A.TIL11T Jr.P.E. 4 ..P.E.,SQ(�/�1tiIJ�11j RTL FLORIDA U..#44167 a SHO 2 Y C Qp W ♦ Y N z� N J c m Q Wp r�! W ry W W+V J W z N _Z _Z Cm iZ <"i 4z 0 3 = = 03 30: < W4 j..0 O 7 m V O m N W Va) /e� W W'� s ,n ggI ♦ vai c M. 4J ! ZJ o V OU� g9 m Q Y c2v • J13t � z > mO Qx= � s > - > m = .1 a .10 p 1 � aE � w H mIU p N n ♦ I n l III I III I I I I�I I III I I I 1 1 1 1 1 1 1 1 1 1 1 1 � ` Z 2F Im p q�mlm Y�,„ III O N 7 1 z O p m a n 33 p;q C m mIm nloip m nhlp nIH♦ I H l . 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PiP mle mP Ple a l 1 I' Ill 1 1 1 1 1 1 1 z,.. - _ p0000e 00000000ao - 1 11!111, I, SZI=s'�qzsz�sz�;:I-�zzs_�zs!��x_••Iz_�_zzzz��ssz O - 1 1�1 1 1�1 1 1 111 1 1'1 I I I'1 1 1 1 1 1 _ . $ 1 III 11 III a m W\ Elq pq0 pmm � I .� I n l II ISI�I 1 1 1 Ill 1 1 1 1 1 1 PIPI lo Z. '1 1 1 III 1 Ill 1 1 dlo __ __ _«In_ _min «o« SII 1 I I 1 v1 • - c O 1. o O O ! �d� OI�IJ. O O O O O O I 1 --1 _I_-' _i •Q i7 iN Q 1` 0 P G N h in m t4Ah uN JM ANCF1118• SPACING ITL+A! DUI f FOR A LIVEN AJAX SHUTTER SP IA J. ASD.. *SPECIFICATIONS ON ANCHOR REQUIREMENTS'POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES DESIGN riEGAIK IDAn AND A CORRESPONDING LQUONG TYPE FOR CONCRETE.INST IImo/,ATIONS I.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: (SEE MOUKRNGS E.G.k N OH SHEDS 6 L 7) POURED CONCRETE (A) TO EXISTING POURED CONCRETE:(Min. 1'c - 3 k.i) MAXIMUM EO WALL SILL MOUNTING ©CEILIIJG MOUNTING DECODE MOUIJTIIJG AIJCTIGRS SPACING IEGEND - 1/4"9 TAPCO14 WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS IAANUFACTURED BY I.T.W.BIIILDEX. (Nin. f'c - 3 K4i) SPAN - 1/4"D x 3/4"ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL PUINIS SCREW,BOLI 8 SPECIALTY COMPANY. (Min. 1'c - 3 kii) (ry) AS.D.DESIGN NEWTNE LOR7(DIT .AS.O.DESIGN BEWTIVE LOAD(al A.5.0.DESIGN NEGATNE LOM PaT_ TAPCON WITH ADVANCED - 1/4"e BLUE TAP CONCRETE A14CHORS 1V/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. (Min. Ib- 2 kat) 30 W 60 JS 90 120 160 205 So 40 60 75 90 120 160 205 30 40 60 75 90 120 IBD 20S THREADFORM TECHNOLOGY - 1/4"V TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC.,AND DISTRIBUTED BY ALL PONT$SCREW.BOLT @ SPECIALTY 4 12 10 B 0 8 6 5.5 N 12 6 9 8 B e 6 14 12 10 9 B B e 6 COMPANY OR ANY OTHER APPROVED LICENSED ON AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION INC. _Mn --'- airs SOLID-SETra 3 ----- _....- 14 12 10 9 B 8 8 6 ALL P IAin r4'-O" _ _ _ _ _ _ _ ( kei) -- - - - - -.. -_..-_... BLUE TAP 1Y CAP NOTES: 14 I2 10 9 e s 8 6 14 12 10 9 6 e 8 B 14 12 10 9 B e 6 5 _ / A.1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPGOH WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS MID TAPPER+AN IS 14 12 j0 9 B B 6 7 14 12 10 9 e B e 6 14 12 f0 9 8 B6 0 TAPPER+ 1 3/4",AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2', 14 12 10 0 B 7 6.5 3.8 14 12 10 9 B 6 6 6 14 12 /0 a_ a_ 8 6 5 - _ _ _ _ - - - - 14 12 10 9 tl B 5 5.3 _ --- - A.2)MINIMUM EIABEDMEIJT OF 1/4"e 3/4'ALL VOINTS SOLID SET ANCHORS SHALL RE 7/e'INTO TME POURED CONCRETE. NO EMBEOIAENT N 12 i0 9 e B 6 + 14 12l0 9 6 B 6 {_5 N 12 10 B e 8 4 35II4TO STUCCO SHALL BE PERMITTED. 1/4"e-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2"LONG U041MUM SHOULD STUCCO EXIST,AND 14 12 IU 9 B 8 6 A.5 14 12 10 9 B B B 5.5 14 12 10 9 B B 6 4.3 sEE uNl[ATwn9 DIF u5E FOR 1' M1141MUM FOR WALLS WITH NO STUCCO. 14 12 10 9 7.S S.5 3.S - 14,,,17 10 9 B B 6 5 1{ 12 10 9 B 7 KSDVDE IAiaN SHEET I9_ _ _ _ _ _ _ _ _ _ _ _ - 14 12 10 9 8 B 8 4.5 A.3)IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR 14 12 10 _9_ e 7 4 - 14 12 10 B S fi.5 5 3.5 14 12 111 B 6.3 5 3.5 3 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEH114D SAID WALL FINISHES.ANCHORAGE SH41 BE AS INDICATED UN 14 12 10 9 a 7.5 4.3 - 14 12 10 B 6 B e J.5 14 12 10 9 B B 1.S 3.73 NOTES A.1)A,A2)ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 14 12 9.5 7.S 6.5 4.5 - - 14 12 10 9 B 7.5 S.S 4 14 12 10 9 B 6 1.5 3.5 INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 28A. _ _ - 14 12 10 9 B 6.5 5 3_5 6-0" 14 12 10 B 7.5 5.5 1 14 12 10 B.5 7 5.5 4 3 1{ 12 8 8.5 5.5 4 S - (B) TO LXISTIIJG CONCRETE BLOCK:(ASTM C-90) 14 12 19 0 B 6 11 12 10 9 B 8.5 S 3.75 1! 12 ID -i_5 e 5 4 - - 1/4"e TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W. BUILDEX. 14 12 8 6.3 8 3 - - 14 12 10 9 B 6.5 1.5 3.5 11 12 1D B 7 5 3.5 3 - I/4"0 x 3/4"ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT h SPECIALTY COMPANY. _ 14.. 12 10_ 0 7.5 eb + 3 - 1/4"6 BLUE TAP CONCRETE ANCHORS W/CAP A5 MANUFACTURED BY FLORIDA FASTENERS DIRECI,INC. 7'-0' j1 7 10 a 6.5 4 - 14 12 9 7.5 6 4.5 3.5 - 11 10.5 7 3.5 4.5 3.5 - - 1/4"0 TAPPER+ ANCHORS AS IAA14UFACTURED BY POWERS FASTENERS, INC.,AND DISTRIBUTED BY ALL POINTS SCREW, BOLT 6:SPECVILTT I/ 12 Ip-85 7 { - U 1210 0 7.5 0 7 7.5 J.5 - COMPANY OR A!Y OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION IWC. 14 11 7 5.5 4.5 - - - 11 12 10 9 7.5 5.5 4 - 14 12 B 7 A53 - NOTES: - O IS 1 AND TAPCON M_ _ _ _ _ _ _ _ _. _ - - 14 12 t0 B - B.1)M1141MUM EMBEDMENI INTO CONCRETE BLOCK OF BLUE TAP W/WP ANCHORS A140 TAPPER+-ANCH RS 1/4" W1A 3 - 14 12 8 6.5 5.5 43 - 2.5 B.5_ 8 3 - ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1I♦ 12 9.5 7.5 6 14 12 9.5 8 8.5 5 - - 14 12 8 6 - 13 9.5 6.5 S 3b - - - 14 12 10 a 6.5 5 - - t4 12 8 6.5 = B.2) L1INIMUTA EMOEDMEM OF 1/4'A x 3/4'ALL PUIN75 SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.II --- -- 14 12 8.5 7 - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'a-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD SIUCLu9'-0" - - - ------- E%IST AJU I MINIIAUM FDR WA14 11 7 3.5 S 35 - - II B 3.3 4.5LLS tVRH NO STUCCO. 14 12 8 Ilb 4.5 - - 14 12 B,S 7 5.S11 105 7 5.5 11.6 e_5 5.5 4 - - - - 11 12 9 7 6 4.5 - - 14 11 7 5.5 4.5 3.5 - - B.3)IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS OR AN(VENEER BE FOUND ON THE EXIST04G WALL OR FLOOR, -- - '-"-- - 4 - - ! ENOUGH TO REACH THE MANN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED CIE 10•-O" -..._ _.-_ _ _ _ _ _....I NOTES B.1 d 4 12 6 6 .5 AlCFN3R5 SHALL BE LOI G EN I 5 0 14 10.5 ) 5 3.5 - - - 13 9.5 8.5 5 4 3 - - f0 7.5 5 + 3 _ _ E ) 8.2)ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 14 11 7.5 5.5 - 14 11.5 9 B 5 1 - 2.5 9.5 6 5 4 4 - - FOR INSTAL Wi'O EIFS WITH METAL STUDS SEE SHEET 20. IO.S B 5 - - - - - 14 12 B 6.5 5.5 4 - - 13 10 6.5 5 4 3 _ 14 10.g 7 5.5 4.3 3.5 - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 12.5 9.5 5 - - - - - 12 9 8 4,5 4 3 9 7 4,5 3.5 3 _ la t0 7 -� H 10.5 7 5.6 4.5 - - - 11.5 e.5 5.5 4.5 (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE (E.O.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9.6 7 4.6 - - - 14 11.5 7.5 6 S - - - 12 9 6 4.6 4 - - - _,. .. -_. - .- = 3 ID 85 tS _ -- _-_ - - - - - - - - - - 4 THAN TME IND"TED. UC EDGE DISTANCE VERSUS SPACINGSCHEDULE - - 11 B 5.5 4 3.5 - - - B 6 4 3 - - _ - ANCHOR ANCHOR SPACINGS ARE VALID FOR EDGE OIN SCE ULE BY BELOW.WIN E. D.LE. FW REDUCE 13 B.5 6.5 5 + - - 0.5 e 5 4 - - - - REDUCE SPACING at OBTAINED USING SPACING SHOWN ON SCHEDULE BY TME FOLLOWING FACTORS. 13.8 9.3 6 - - - - - REDUCED SPACING OBTRNED USING FACTOR SHALL HOT BE LESS 7rWJ MINIMUM SPAGWGWOIC INDICATED FOR EACH ANCHOR TYPE. - y 65 _ - 14 10.5 7 5_5 4.5 - - - 11 6.8 S.5 4.3 3.6 - _-_ - (ACTOR _ - 12 9 6 4.5 4 ACTUAL [2-0' 10.8 B - - - - - - 10 7b S 4 5 - - - 7.5 5.5 1 ] - - - - TAPCON W/AWANGED THRFADFORM TECH TAPPER + _ _ _ __ EDGE ALL POINT SOLID SET BLUE TAP W/CAP 12.5 6.5 - _ - _ _ 12 9 e 4.5 4 _ _ _ B.5 7 54 _ _ _ _ BLADEI HV O DIGTANCE MIN.SPACING MIN.SPADING B 6 - - - - - - IS 9.5 63 5 - _ - - 0.5 7.5 5 1 _ - - - E.D. 3'- 4' MIH. SPACING-3 1/2' MIN.SPACING- 3" 3 3/4• 4' 11 8.5 S.5 1.5 - - - I FOLIRM� E POURED CO�ECRETE 8 POURED-CONCRETE t• pp�D ODNOEIE 1E gA7Or 14•-0" _ _ - y 7 4.3 3.5 - - - 7 S 3.8 3 - - - - COIICRETE BLOCK CONCRETE BLOCK 10 7.8 - - - - - - -- - YIL ED.=3 1/'[' L04 ED•2 1/2• IML ED.•3 1/Y WN.E.U.2 1/2' `. .. .. _ _ _ _ O.-J ED. 11.5 B - - - - - - it a 5.5 4.5 - - - - 9 6.5 4.5 - - V O 0 6 - ... - - - 9.5 7 4.3 - -_._-.. -- - 3' 0.90 1.0 YN.c0.78 1 1.0 3 0.84 1.0 7b ---- _ - - - - - - os e - - - - - BLADE WORKING -z 1 z' D.e1 ... t.o - _..-.-.._ 0.67 1-0 _.. .--._ - IN UNISON r _ _ _ T.5-6.5 1 _ _ _ 8.5 5 J _ _ _ _ _ 2• 0.71 .. 0.61 10 _ _ _ _ _ _ 10.6 B 5 _ _ _ _ _ 8.3 d 4 _ _ _ _ _ ._ --O.Bt .-. _--_._ -. . - - 1 .5 8.5 5.5 _ 9 6.5 4. _ _ _ _ _ _..1 3/4'.-.I_,.4 - 0.43 I aenocl oar _ _ _ _ _ _ TD 7.3 5 0.35 - 16•-0" - 6 4.5 3 _ - - - B.d- 7 s - - - - - 11-1-1 4 - - - - - FLORIDA HUILDIIJG CODE (High Velocity Hurricane Zona p Qr 2017 EASTERN METAL SUPPLY. INC. BERTHA HVTM Accordion Shutter System . EC ONc. H.V. BLADE#1 w/OR W O H.V. WINDOW BLADE E Ar r r American Shutter Systems REV-". DESCRIPTION DATE DRAWN BY: 1A.L. TICCIT TESTING k ENGINEERING COMPANY Association, Inc. 1 OLo 15-060 /02/17 WE; 08/02/17 ,.� {•I R'I) • 6353 N W.361A SI.,51..:05.vWGwAA GARDEIIS.'naRIDA 3316 t 4268 West Floods Drive 2 ,3'S ' I' ,�V;,• Phont :(305)871-1530.Fax (305)d71-1531 West Palm Beach, FL 33407 DRAINIIJG NO -moil:tiltee.Qlaol.com 3 •-,`C(1RI��',•' y�{•'y` E8-0006719 Phone: (800)432-2204 . Fox: (561)209-6380 4 17-122 ,)Y .'•.......•-lr;� ,5 WALTER A.DLIIT Jr. P.E. • P.E�')� (V�14NEBlJk/L TE FLORIDA U. d 44161 6 SHEEP 6 13 OF 20 i m n H �r z°N o O " < 22, m 3 1 wo Wry W n 0 g - >— as 1 m m O W Q J Wo z I SCA wI �Nd� D ���,� W ■ E F a w =V W CL WTM ex Q w o0 ZO z m EL 2a p Q ■ N Cpj-_ 00 CL N V) J U_ w� a J j Z O y J � C p G lmi o¢z0 woemc Vl J4,_S C;E >2 K N C O O a n i N ma-%m E a e•-• u `a r. z _ CL. 1 oriz-1 "da!�l z V-. 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IVIe ma b `O e a m l m m Im a.o j m m a m I a m m m o m I m m'm m m I I I I l I j l 1 III I III I I I I I I 1Wild, .11 - _ mIm mIm mIm 1 1 1�1 1 I III I I a��;S i I moa mjm o mim m aim o mIm mIo mlajm 1 1!1 , 1 , III 1 Icy Sln wjm wlw ejw wle wlwlw wlw wjwla o III II 1 1 o - mww w wlw mw a ee , $poop gloie oo oo 00000e0000 00000:o 2 e00000_oao 0000laeoo a000^oo'o oo ai ow a 0 0 0 0 0 0 0 0 a o I I 1 I 1 I 1 1 I I n in io i� m 0 r n in io LJ6XI64UM ANCHOR SPACING!(. ) SCHFDUIE FOR A GIVEN MAX SHUTTER SPAN. DESIGN NEGATIVE LOAD AND A CORRFSpDNO1NG AMOUNTING TYPE FOR CONCRETE BLOCK_INSTAL.IATIONS (SEE NOUNTINOS A.6,C.D AND F ON SHEET 6) ANCHORS SPACING LEGEND CONCRETE BLOCK TAPCON WITH ADVANCED D WALL SIS OUNT114G D WALL SILL 10UNTING C WALL READER/SILL K WALL/FLOOR MOUNTING L WALL ALK OVER MOUNTING THREADFORM TECHNOLOGY AAMMU W W/ 4 S W SILL MOUNTING MOUNTING U BLUE TAP SPAN d A.S.D.DESIGN NEGANVE LOAD,,, a A.S.D.DESION NEGATIVE LOAD sl AS.D..DESIGN NECA7IVF LMO_ If) A5.0.DESIGN NEGATIVE AS.D_DESIGN NEDATNE LOAD s AS.0.DESIGlI.NEGATIVE LOAD _,,. ' 30 40 BO 75 - 120 160 203 JO 40 60 75 VO 120 180 205 JO 40 80 J5 90 120 160 2U5 30 40 BO 75 90 120 160 203 !0 40 60 75 BO 120 160 205 ]0 40 80 75 90 120 IBO 203 TAPPER+ 1 1 0 1} 1 10 9 6 4 4 14_ 12 /0 B 8 7.5 5.5 4_5 B B 6 8 7. .S 1 12 B 5. - 14 0 0 .3 - -L4- _ _ -_- _.__ LESS 14 12 10 9 B B 6 __ 11 12 10 9 B B 6 8 14 12 10 9 B B 6_ 3.3 B B e e B B 7.3 0 11 12 10 9 9 6 6 7 14 12 10 o e_ e 6 a 14 /2 10 9 B 6 6 l4 12 10 9 6 9 6 8 14 12 10 8 B 8 6 7 e B B tl B B B 7 14 12 10 B e 8 6 - 11 12 10 B B B 6 6 11 12 10 0 7.5 5.3 - - 14 12 10 9 7.5 5.5 - - 14 12 10 B 7,5 S.S < - e B 6 B 7.5 S.3 } - 14 12_ f0 9 7.3 S.S - - 14 12 10 9 7.5 5.5 / q'_p" 14 IZ 10 D B 7.5 - - 11 12 10 B B 7.6 5 - 14 12 10 9 B 7.5 5.5 6 B B 0 6 7.3 S.S 4. 14 12 10 9 B 7.6 = - 11 12 10 9 B 7.5 B _ ♦ SEE ANCHOR N 12 10 9 e e - - 14 12 10 9 e e 8 - 11 Iz 10 9 e B e 4.5 a ...B e 6 6 6 7 5.5 14 12 10 9 9 ! - 14 /2 10 9 B 8 B SPECIFICATIONS 14 12 9 7.5 6 - - - 14 12 9 7.5 6 {.S - - I♦ 12 9 7.5 6 4_5__ - 8 B B 7.5 6 4.5 - - t4 12 9 7.5 8 - _ - 14 12 B 7.S 8 4.5 = _ ON SHEET 13 5'-0" I{ 12 10 9 B 14 12 10 9_ B_ 8 - - 12 1 B e 6 / a _8 8- B B 6 43 3.6 14 12 f0 9 B 6 _ - 14 12 f0 9 B 8 _ 14 12 10 9 B- - - 14 12 10 9 e ).] - - 14 12 10 a 6 7.5 4.5 - B 6 B B B 7.5 5.5 4 14 12 10 9 14 12 10 9 B 7.5 - 11 11.5 7A 6 - - - I4 11.5 7.5 8 S - - 14 11.5 7.5 6 S - - - B B 7.3 6 3 - - - 14 11.5 7.5 0 4 - - - 14 I1.3 7.5 6 3 - ___ _ .. --- --- B e e e 7 S 3.5 - 14 12 f0 B 4.5 - - - 14 12 10 8 7 4 6.-0" 14 12 10 8 4 - - - 11 12 10 B 7 4 - 1 0 B 5 - - _ 14 12 10 D 5 11 12 10 9 B 1.5 - - 1 10 B B 6 4.5 - 14 12 10 9 S - - - 14 12 10 9 B 4.5 - 3.5 10 6.5 - _ - 13.5 10 6.6 5 4.5 - - - 17. I0 6_S S 4,5 - - - B B 8.3 S 1.5 - - - 3.5 10 6.3 5 - _ - - 3.5 10 63 5 IA - - 7'_p" 14 12 9 5 - _ 14 I2 B 7 8 - -__ 12 3 7 B 3 - = B e B 7 8 4.3 ___ 14 12 9 7 - _ - _ 1}_ 12 - 11 /2 10 6 - 14 12 10 6.5 7 - - - 1♦ 12 10 B.5 7 B B 8 B 7 3 '1 - 14 12 10 fi 14 12 10 e.S 7 1.5 - - - - 1.5 8.5 5.6 4.5 - .__ - - 1. 8.3 S. 43 - - - B a 5.5 ♦.5 - - - - 1.3 B.5 6.5 - - - _ 1.3 B.6 S.S - g'_p" 14 11.5 7.514 _6 6 - - - 8 B 7.5 6 S 7.5 - = 14 11.5 7.5 8 - 11 I1.S 7.5 e 5 _ - - 11 12 'Y.5 _ - 14 i2 9.5 7.5 4.5 - - - 1 .5 .5 6 - - - 8 B B 7.5 6 4.5 - 14 12 9.5 - - - - - 14 12 9.5 73 4.5 - 6 SEE LIMITATIONS OF USE FOR 10.6 7.3 - - - - - - 0.5 7.3 6 4 - __,LO.S - - - - 8 7.S 5 { - - _ - 0.5 7.5 S - - - - - 0.5 7.5 5 4 - - - - BLADE(1J ON SHEET 19 14 10.5 ♦ 14 10.5 7 5.5 - - - - 10. ],`�, - B B 7 S.5 1.3 3.5 - - 14 10.5 7 - - - - - 14 10.5 7 5.5 - - - - 9'-O" - - - - _ -8 B B 6.5 5. 4 - - 14 12 3 - - - - - 14 12 B 5.5 - - - - 14 12 5 _ _ _ _ _ 14 12 B 8.3 _ - _ _ .5 _ _ y -7 == _ _ _ _ B 7 4.5 - - - _ _ 3. -1 _ _ _ _ B 7 4.5 _ g 7 _ _ _ _ _ _ 9 7 1.5 l0'-0"12.5 9 _ _ _ 12.3 8 8 6 A,1 _ __ 8 8 73 6 5 _ _ 1143 41 7 _ _ _ _ _ y+5 '.S 75 14 1 14 1 SA 1 - - - I 7.5 - - - - - - - - - B.5 6 4 _ _ _ _. _ _i.__.._ _ _ _ B 6 4 _ _ _ _ _ Bb .// _ _ _ _ _ _ B.S e 4 - B.S 6 5.5 6.5 SS - - _ _ _ e e 5.5 4.5 3.5 - - 1.5 8.5 - - - - - - 1.5 - 11'-0" - - - T4 10. 7 - _ - - - - e e 7 5.5 4.S - - - 17.5 10 - - - - - 14 10 7 - - - - - 3.5 f0 - - - - _ _ _ _ - - - 75 SS - - - - 75 55 - - 75 55 - - 73 S.S _ _ _ _ _ - 7-5 5.5 - _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ .. -- " _ e 7.5 5 1 ].S - _ 0.6 7.5 _ 0.5 7.5 5 12'-0" 0.5 7.5 - - _ _ _ - 10.5 7.5 4 = _ _ _ _ _.._ - - ... .__._ - _ _ _ _ _ _ _ _ 123 93 - - 1].6 0.5 4.5 - - - - - / - - - 12.5 9.5 - 3.5 9.5 1.5 - 7 _ _ _ _ _ _ _ 7 5 _ _ _ _ _ _ _ _ _ _, __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _.. ._... ._ 7 _ 5 - 7 45 7.5 5 13'-0"D.6 5 - - _ 9.5 -7 = - - - - - 10.5 B _ _ - - - e 7 I.S ].3_- 93 S _ 0.5 7 - - - - '- B B 5.5 4.5 - - - - 11.5 6 _ 6_6. 5 - -.__ - - 7 65 - ___ - -- - B.S 5 = - 6.5 1 4'-0" 0 J. - _ _ _ ...'__. .__..R,Q. _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ ...B 6.S 1.5 7.5 .........._.._ -_. 0 4 _ 1OS 4 - - - - _ _ ID.s , _ _ _ _ _ _ _ _ _ _ _ _ e 6 5 _4 a _4 _ _ _ °5 ° (1� HV BLADE OR n HV BLADE 6 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 15'-0, 8 _ _ _ _ _ __ B ... _ - - _ _ _ _ _ _ _ _ _ _ _ Ip _ _ _ _ _ _ _ Ip _ _ _ _ _ _ 6 4.5 10 _ _ _ _ _ _ 1p _ _ _ _ _ _ _ _ _ 8 7.3 5 4 _ _ _ _ _ _ _ 5.6 _. - - _ _ _ _ W 1,� HV WINDOW BLADE 5.5 1 - _ - -..__ - _ _ _ _ _ _ _ _ _ _ _ 6 _ _ _ _ _ _ _ 5.5 __ 7.S _ _ _ _ _ _ `7�, 7.5 _ 7.5 53 ].5 _ _ _ _7.5 _ 7.3 . ___ - - 6 �%s - -- - - - a-5� = WORKING FLORIDA BUILDING CODE (High Velocity Hurricane Zone) -- 0 111.. ,A7'a 7/4 and 2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM ..ter. ��Vrlir�n L F c o �N Accordion Shutter Stem RV. BLADE t w/OR W/O H.D. ,M M,L BLADE American Shutter Systems pEV.No DEscwerlDN OATE DRMYN BY: M.L illllT TESTING 5c ENGINEERING COMPANY Assoalailon, Ina. I OLD IS-0- /02/17 DATE. 0e/02/17 M.A.6355 N.W. SSIe,305,NRGINUDIS.FLORIDA]JIo" • TE Oo "RGI..G 4268 WAbI Roods Driva 2 DRAWING No - 4 Phone (3U5)671-1570.Rua (305)671-I53I i•Al .�O�I�)(',•.•� al a-mall:uaern000Lcoln west POIm Ba0cb, FL 33407 3 ES-0006719 i,one: (800)432-2204 . Fox: (561)209-8380 1 17-122 L'"III WALTER A. TIL11T Jr.P.E. • N �/PATE FLORIDA U../44167 5 SHEET 4 14A_OF 20 MAXIMUM DESIGN PRESSURE ATINC (n=f.) AND CORRESPONDING M IM 1M ANCHOR+ SPACING (in.) SCHEDULE FOR A G.E1t MAX, SHtiTTER SPAN NEGATIVE ASD DESIGN PRESSURE RATING AND CORRESPONDING MOUNTING TYPE. (SEE MOUNTINGS ON SHEETS 16& 17). c_ I__J B !!-�-T RAT E SOUTHERN PINE No. SPRUCE PINE SPRUE PINE SOUTHERN P114E No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. COX 2 WUG/L qMIINp,G-0.55. 5, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ LAIN. G�0.43 W/ MIN. Gm0.36 PLYWOOD PQN, C_0.50R W1 W/ MIN. G=0.43 W MIN. G=0.36 wxlMuu SPAT(11) CEILING MOUNT T CEILING MOUNT T CEILING MOUNT T WALL MOUNTINGS i WALL MOUNTINGS WALL MOUNTINGS FLOOR MOUNTINGS WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS M. , w & x w & x M, N, 0 & R FLOOR MOUNTIIJGS MNO & R FLOOR MOUNTINGS M, N. 0 & R w & x p & 0 S &V 5 & V S & v A30.Y6011B.IVr H169AE FAtNG(p1)AID.lf9Gl IE6V1[REY3LE D61G IAJ A50.NSW IrWL1 fRS9FE MIIiZ ASD.Nr?i 11616[fR[I4lE EWFG(rcl!3L RS6Y NTVNM1E IIEi91[RV78(w1 AIL 89211[fAM H[SUE 4DG fy4i D N9OI NT.W[PN59H PI1EG(fn)ASL Df901 BGVr 11[91PE NIK{M Ash D➢GGI IE61R(1fifi16[48Y Ipl AIL NSBI IEGVRE PASfIBf WK 30 40-T60 75 50 05 30 40 60 75 90 1D5 30 40 60%S 90 OS 30 40 60 75 9U OS JO - 60 75 90 05 30 40 60 i5 90 OS 30 40 60 75 90 105 30 /0 60 75 90 OS 30 40 60 75 50 OS 30 10 60 7S 90 05 '-0'OR LES 12 10 10 9 B 8 6 6 6 6 6 6 12 10 10 9 B 8 6 6 6 8 6 6 12 10 10 9 B 6 6 6 8 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 1R 4'-0` 12 10 10 9 8 8 6 6 6 6 6 8 12 10 10 9 B 8 6 6 6 6 6 6 12 10 10 9 8 86 6 8 6 6 6 fi_ 5 4 4 4 3 12 12 12 12 12.12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 10 9 8 6 6 6 6 fi 6 5.5 12 10 10 9 B 8 6 6 6 6 6 5 12 10 10 9 B 7 8 6 6 6 6 5 6 5 1 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 0. 8'-0' 12 t0 10 9 B 6.5 6 8 6 6' S.5 1.5 12 10 10 9 8 S 6 6 -1_55. S 4� 12 10 10 9_ 6 3.5 8 6 6 6 5 95 8 5 4 4 3.5 - 12 12 12 12 12 12 12 12 12 12 12 12� 12 12 12 12 10 B.6 7=0'_ 12 10 10 9 6.5 4 6 6 B .S 4.5 3 12 10 10 9 5 3 6 6 6 4 3.5 12 10 10 7 3.5 6 6 6 5 4 3.5 6 5 4 4 12 12 72 12 12 12 12 12 12 12 12 1 12 12 12 0.3 B.S 7.5 B•-0' 12 10 10 7.5 4.5 3 fi 6 6 S 4 3.5 12 10 10 6 3.5 - 6 6 5 .5 3.5 3 12 10 10 9 - - fi I S .5 3.5 3 6 5 4 - - 12 12 12 12 12 12 12 12 12 12 11 9.5 12 12 1.5 9 7.S .3 B'-0' 12 10 10 5 3.5 - 6 B 5.3 .5 3.5 3 t2 10 .9 4 - - e 8 4.5 4 3 3 12 10 4 3 - - 6 8 3.5 1 3 3 6 S 3.S- - - 12 12 12 12 12 0. 12 12 12 I1_S 9.5 8.5 12 12 10 B .5 5.5 12 f0 7.5 4 - - 8....8- 5 4 3 - 12 10 6 3_ - - 6„ 8 4 .5 3 =12 10 _..3 - - _ 6 5 4 .5 3 - 8 5 - _ _12 12 12 12 1. 0.5 12 12 12 10. 8.5 7.5 12 12 9 7 6 S 0" 12 10 5.5 - - - 8 6 4.5- - 12 10 4.5 - _ -- 6 5.5 3.S- 12110 =- - - 6 5.5 4 - - - 6 5 _- - ._ - 12 12 12 12 10 8.5 12 12 12 9.S 8 7 12 12 B 6.6 3.5 4.5 12'-0' 12 10 4.S - _-WE. - - - 12 10 3... - - 6 5 3.5- - 1 - - - 6 5 3.5- - - 6 5_ - - - 12 12 12 1.59.5 8 12 12 11 H.S 7 6 12 1.57.5 8 5 4t3'-0 12 1'0 12 104.5 - - - - 1 - fi 4_S - - - - 6 4.5 - - - _ 12 12 12 10. B.5 7.5 12 12 10 B B.S 5.5 12 0.3 7 5.S 4.5 414'-0' 12 10 12 79.5 - - - 1 - .S 4.V=== - - - - 8 3 _ - - - 12 12 12 9.5 B 6 12 12 9.5 .5 8 4.5 12 9.S .5 S 4 312 - -_ - - - - - - 12 - - - - 5 - - 1 - - - _ 5 - - - - - 6 - - - - - 12 12 11 9 7.S S 12 12 B.'� 7 6 4 12 9 6 S 4 - 12 - - - - 6 - - - - - 12 - - - - - 3 - - - - - - - - - 5 - - - - - 6 - - - - - 12 12 0. 8.5 8.5 4 12 12 B B.S 5 3 I1. .5 5.5 4.3 3.5 - G) HV BLADE OR C1� HV BLADE W/ I A) HV WINDOW BLADE WORKING IN UNISON* 4 SEE O14J• Hs USE f1Xt ' BUiE 60H ON SIIEIER I6 + IJOTES_ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WILL,FLUOR OR SOUO WOOD SOFFIT SHALL BE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PRIE No.2 W/G-0.35(N.D.S) - 1/4"0 TMCON ANCHORS,AS MANUFACTURED BY IJ,W.BUILOEX W/MINIMUM EMBEDMENT AS INDICATED At -DOUGLAS FIR W/G-0.50(N.D.S.) EACH SECt10f1 ON SHEETS 16& 17. -SPRUCE PINE FGR NORTH W/G-O.0 EXCEPTIOII:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G.0.36(N.O.S.) 1/2-COX PLYWOOD 0966 APA) 2.ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNNNG TYPE U.SHEET 17 AND SHALL CONSIST OF LAG SCREWS AS PER NOS 2015 SPECIFICATIONS. 4.ANCHORS$HALL BE INSGLLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE (High Velocity Hurricane Zone 0 2017 EASTER14 META.SUPPLY, INC. ;�. ... �� BERTHA HVTM /�+ Accordion Shutter System ,y L E 0 N c. ■ ■ ■ ■ H.V. BLADE#1 W/DR W/0 HV. WINDOW BLADE 'A t ' � American Shutter Systems REV.N+ DESCRIPTION DATE DRAWN BY: M.L. TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 15-OBD 38 /o2/1 MTE: 08/02/17 4. 6156 H.W.3618 51..SE.,305.V!RGHEA CADENS.FLORDU 311' TATE if ' PNon+ 305871-1570.Foe JOS 71-1631 4266 Wes( Roods 0334 2 �- y ( ) (' !a DRAWING No Lt rmoil:INR+coo+ol.com Wnal Palm B6Dch, FL 33107 y -��'•.-�Q�IUi{,.•' � � EB-0006719 Phone: (800)432-2204 FCX: (561)209-5380 4 1 7-1 22 C� EL WATER A TILLIT Jr.P.E. _ 'P EE3i(1afA1(NfF1� /nA) FLORIDA LI,1(44167 6 SHEET '•"TY FSL'1:� F' 6 1S F 0 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & I& HV♦ BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L FOR INSTALLATIONS INTO WOOD WITH HV BLADE n ONLY SHALL BE LIMITED TO 105.0 12sf. A.S.D. DESIGN PRESSURE RATING, SEE SHEET 19 FORMAX SPAN & A.S.D. -- /4"f TAPCON WITH ADVANCED DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE D) & WORKING IN UNISON iHREADFORM TECHNOLOGY ." -1/4b TAPCON WITH ADVANCED I 14/ Ellr.. PENETRATION 1 THREAUFORM TECHNOLOGY OF TIiREADED AREA TO .j I W/ 1 1/2'Min.PENETRATION � � I (D �94 EXISTING Woo HEADER. OF THREADED AREA TO lA9i.SEPARATION (SEE SCHEDULE ON SHEET 15) - - EXIST114G WOOD HEADER. ( TO GLASS(SEE f (SEE SCHEDULE 014 SKEET 15) 1 SCHEDJUE ON II- It FOR SADEt.,I, 0 ,B.Sk>fiS1 1 I--C OR 1 I 1/4.0-20x3/4"S.5. MACHINE SCREWS EXISTING CN SHEE 19 OR I! ! 'TAil1�1\YCAX it'- ,-�OR 18 _.EU 1 Eo-i Y!/ 1/4•-20 NUTS 6 12"o.C. cLAss--IS(?'°`t� I z , it ill1f 1 oR 1 tl I' .J _N I- WALL 11 'o x 1 ri \ OPTICNlAI. I Ii. )` FINISH OR ( WALL EXISIIHG AIIH. I I - FINISH LJ LJ L t 2x4"WOOD 1 --�OR �0 I_ E%ISIIIJG LAIN. 1 HEADER REQUIRED I' a F I -'2'x4 WOOD -1/4"f TAPCON WITH ADVANCED L HEADER REQUIRED 1 1HREA0FORM TECHNOLOGY EXISTING IAN SEPAPATIO14 II-� , W/ 1 112"Min. PENETRATION GLASS--$ TO G1ASS(SEE I MIN.SEPARATION 2'x4"CONT. SILL 1 �l OF THREADED AREA O Ip Sa lEOIXE q+ �i N TO GLASS PLATE REQ'D. I 1 11 FOR 6lADE5(1�I)EAtNTD ! EXISTING tl'-'--""-(SEE SCHEDUL1E"'-- I I 1 I (SEEI PLATE. SCHEDULE ULE ON SHEET 15) IXJ SHEET 19;F�OUR I GLASS--T ON SHEET 11 ' BIPDE5l1Q 1!y j 1 i .,. I! ...�,i,-..... I i HV WALL HEADER INSTALLATION WALL HEADER INSTALLATION - �HV WALL SILL INSTALLATION O LI N MIN. SEPARATION I L _ EXISTING -T--. ..._._. _. ___r-..-_l_ I TO GLASS , Imo.-.. GLASS- MIN SEPARATION 1_. I (SEEOSCHEDULE x lJ a ---G '(SEE SCHEDULE-'... I I _ M ON SHEET 11) TO GLASS EXISTING 1 EXISTING 2"x4"CUNT.!--(SEE SCHEDULE- I GLASS-'�T ON SHEET 11) RII WOOD PUTL I� ON SHEET 11) I : --- i 1/4-4-20.3/4"S.S. i 1/4"0-20x3/4"S.S. ' REO'0. ( 1 In MACHINE SCREWS W/ tl MACHINE SCREWS x I ! u I USING /4"-20 NUTS 1 I t a 1/4"-20 NUTS I!_J a 12"O.C. -VIPLL 12"O.C. I - FINISH P! �... II 1QDR1e fi�oRle\ 1 oR15 OR 2"x4"CONT _. / t C� LE . �--©OR WOOD PLATE -EQ SIT .`.L 1' UU�I 1'AQI!n REOD AL; SSS. -I II"Min 1/4"f TAPCON WITH ADVANCED ._I/4"f TAPCON WITH ADVANCED `--1/4"0 TAPCON WITH ADVANCED I THREADFORIA TECHNOLOGY' ! �'- THREAOFORM TECHNOLOGY J THREAOFOAM TECHNOLOGY W/ 1/2"Min. PENETR:.TIOW OF 1 41 1 2"Llin.PENETRATION OF I'DU: 1 2x4"CONT. W/ I 1/2"Min. PENETRATION t I ! / / 1-SEE SHEET 4 FOR 7YPIf..AL t THREADED AREA IIITO PLYWOOD' 1 THREADED AREA INTO PLIW000. ASSEMBLY. / SILL PLATE OF 1HREADED AREA O i SHUTTER (SFE SCHEDULE ON SMELT IS) _ _. ':.Y REO'D. rrAll MIbYIIDTH Of WOOD PLATE. EXISTING 1.IIrI. 2'.4' STUUs (SEE SCHEDULE ON SHEET 15) 2-MOUNTING SECTIONS CAN BE COMBINED IN RJY WAY TO _ I. FINISH (SEE SCHEDULE ON SHEET 15) -1/Y"MIN. COX PLYWOOD HEO'D. W 16"O.C. MAX. REO'D-' SUIT ANY INSTALLATION. PLYWOOD TO BE ATTPCHEII 10 1/2"61114. COY_; -WALL FINISII VrX.ISDNG MIN 2"x4"STUDS O 16'O.C. MAX. REO'D. STUDS IN ACCORDANCE WITH PLYWOOD RL0'D. �Rl HV WALL SILL INSTALLATION PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE SECTION 2322 OF THE F.B.C. SEE ULIf1AT101J5 OF USE OF WITH SECTION 2322 OF THE F.B.G. HV WALL SILL INSTALLATION BLADE 119011 SHEET 19 P HV WALL SILL INSTALLATION �., FLORIDA BUILDING CODE (High Velocity Hurricane Zone P>'2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System /TLTEqo .�\. r ■ ■ . H.V. BLADE#1 W oR W/O Kv. WND01W Rfia TILLIT TESTING k ENGINEERING COMPANY Amarican Shutter Syste mS RIN.Na DESCRIPTION DATE DRAWN BY: N.L. Association, Inc. I OLD 15-080 /02/17 DATE: 05/02/17 635511...]blh.51.,St..305..RGRW OAROENS,FLOP"33- 4 k Ph9nf 305871-1530.Fox 305871-1531 4268 Waet Roods Drive 2 ( ) ( ) DRAWING No �)h1� •-mail:Ilk...Ooal.com VlBst POIm B6Och, FL 33407 3 �:"'�'� ")•••• •"�••,Vi,%j, �,1 EB-0006719 N-!,OnO: (800)432-2204 . Fax: (561)209-8380 J 17-122 WALIER A.TILUI Jr.PE. • P.EfSFlfl5.lt,'r(�J9TURE%DATE FLORIDA Lia#44167 . s SHEET 6 16 OF 0 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & 9 HV+ BLADES (AS APPLICABLE) MAX SHUTTER SPAN L+ OR L FOR INSTALLATIONS INTO WOOD WITH HV BLADE C1�ONLY SHALL BE LIMIT D TO 105.0 psf. A.S.D. DESIGN RESSU RATING. SEE SHEET 19 FOR MAX SPAN & /.WALL FINISH A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 1 & A WORKING IN UNISON TAPCON WITH EO f0 ["MIN --EDGE IF CABL( APPU ) ADVAI4CED THREAOFORIA 4"xfi"(IJin.) EXISTING -— _ - — - _ TECH14OLOGY W/ 1 1/2`Min. 11000 BEAM REQUIRED. -"" -- PENETRATION OF THREADED STRUCTURAL hDFOUACY AREA TO EXISTING WOOD OF EXISTING WOOD 6ENA � "`— - - HFJd1ER. 1/4"r-2UA3/4' S.S. TO BE CERTIFIED B'! — -- - - _ - EXISTING WOO ItI (SEE SCHEDULE DN SHEET IS) I,Mln III��� PHILLIPS TRUSS 14EAU REGISTERED ENGINE ER OR O -f -- - ---- - TRUSSES OR cYt/ltlttlp' C_._ ' 19 Eo EO-�'J AAI:HI�E SCREWS E 1/2" 1/2" O fEEOUIRED nRCHI1ECT PRIOR TU r 1 w I a'-2O NUTS SHUTTER IMSTALLATION 12' UC 1/4-r TAPCON WITH- 4 ITH ----��oR 1$ AOVAJICED THREAOFORM —"- - __ E%ISIN(G SOFFIT I SX }.p-{ TECHNOLOGY W/ 1 1/t"ECM 3/4'Moz.iHK. _.257 PENEIRAf10N OF THkEJ AREA TO EX,,,,,,G WOOD BEN. EO EO #14x3/4' EO EO 1"x4"xl/B"CONT.ALUM.TUBE i T (SEE SCHEDULE Oil SHEET 15) r �,• S.M.S. ] 6063-T6 ALLOT)'N/ 1 -':I c• _OPTIONAL I G 6"O.C. t 1 1 Of ©Of 1 rJ (3)EAC /16"0 G SCREWS TO Of Q Or 1S ' LOCATE LAG SCREWS AT MIOWIOTH OF EXISTING WOOD .._EXISTRJG MIN 2"x 4' ( �I I MEMBER.(2`Min.NOMINAL WIDTH) OPEN HOLE AT EACH W/2"Min. PENETRATION OF Exiswer—% HEADER REO'D MIN,SEPARATION 1 I _. STUD TO ACCEPT THREADED AREA.VALID FOR GLASS t� .._....._. TO GU55 "e C IWSTfLLATIONS IT 72 T -""'—, EXISTING '1 I. 5/18 LA SCREW I I WITH Pr II (SEE SCHEDULE ON SHEET 11) GLASS—' A7 CENTER OF TUBE. I MAX.ASU.OESICN LOAD AND IAN.�A1JN11ni I W4 9'-0"MAX.SPAN.THIS ALIO KI Qa4(.� Ahz INSTALLATION IS ONLY V �J HV WALL HEADER INSTALLATION —" °'M=EET '°a�`E" FOR WOOD W/LITH. SPEC FIC I I fM fiVOE,1;14+11 EXISTING -1 6OEDAE OI S:EEI I t I GRAVITY OF 0.50 AS DOUGLA5 04]ItiETIIB f01t CLASS—y tai"V 10 MM'S • FIR OR SOUTHERN PINE No. ?, t 6uts(i:a a• 1 OR ' ' ' �� 1 OR ♦ 1 IEAIx3:T.a QA I� DR EQUAL. II--SEE SHEET V FOR TYPICAL SHUTIEP.ASSEMBLY, I, ,MOUNTING AN W SEL'TI SUI CAN COINSTALLATION. i T 'HV CEILING INSTALLATION .U-1)HV CEILING INSTALLATION IN ANY 4G C SUIT ANY BECOMBI14 ._.GOR �jP+ IMIN. SEPARATION I TO GLASS 0. MIN. SEPARATION I I ,I I so+DrAE ai sxc I J(SEE SC14EDULE 1 i 11 Fifi BIApE.1)J4D I i 1 TO GLA55 ... EXISTING, I oI s♦ET 1r FOAL (SEE SCHEDULE ON SHEET 11) 1 GLASS I IRAt45 T'a•� t ON SHEET I 01 1 11) EXISTING 01 GLASS—'I —... I L T I ALTERNATE_ I 1 ANCNON I I E%ISfWC 5 MALL- _ LOCATIUH T a LI %6"MIN.WOOD p j / t #10x3/<'HE DECK REQUIRED FINISH; I I /�t T , 1/4 (O 7 —' ]/u ultl� -.— WAS ER HEAD TEAL 1 (NO FINISH ALLOWED) 7_019 61ax. t ac - -_ --- -- - -- II--JI j 2"z 6"IAIH. Vt000—T-., I SCREWS O 12" —EDGE OF DECK DEAN REQUIRED(NO IF APPLICABLE gf 13 oR�S FINISH ALLOWED) 1 _ - J 4' tttl�� .CO--EQ=A�-I/4'r 20z3/4"5.5. EDGE OF UECK= I _ _I/4"r FH. HREADf RWITH M o PHILLIPS TRUSS HEAD IF APPLICABLE —^ _ - �• 1r` -_ - ADVANCED 7HRkhIiFORM I - .-1/4"r ED THI WITH 1" �I 814E SCREWS �-7-�- '-EDGE E t- � - TECWTOLOGY W/ 1 1/2,Min. ADVANCED THkEADFORM IAin. y ... ___.._ TECHNOLOGY W/ 1 1/ W 1 4"-20 HUTS 2".All am^ � -'"'—^'I -'" PENETRATION OF TtRFADEO 2"Xlin. / / __ _ DECK IF 2"z i"CONT. PENETRATION OF THREADED '9 12"O.C. - --- --- - APPLICABLE R'MIN:- AREA ry MIDV/LOTH OF WOOD SILL PLATE AREA tl MIOWIDTH OF WOOD 1/4"0 TAPCC44 WITH ADVANCED THREADFORM TECHNOLOGY---= PLATE. I� SILL P PLATE. W/ 1 1/2'Min. PEPIEIRATIO14 OF THREADED AREA INTO MOOD DECK. (SEE SCHEDULE ON SHEET 15) (SEE SCHEDULE Oil SHEET 15) (SEE SCHEDULE ON SHEET 15) ♦ SEE uN qi•71OH5 Of uaE OF BUDS;5µy014 sHEE 19 �X j HV WALK—OVER INSTALLATION i V i HV WALL SILL INSTALLATION Wi HV FLOOR INSTALLATION FLORIDA BUILDING CODE (Nigh Velocity Nurricone Zone 0 2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM VECO�,c A■S.S.A. Accordion Shutter System ? H.V. &ADE 1 W/OR W/O H.V. WINDOW B � LADE � TICCIT TESTING B ENGINEERING COMPANY American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY: M.L A]" G P]N W."In. 4.]U ]D5.VYt°eW GARDENS.f . LO11OA]]ib Association, Inc. I OLD 15-080 6 /02/1 DATE: oe/02/17 + '4J`• ,: 4 A 5 4268 Weat Road. Orly 2 Phone (305)871-1530.Fur (70])871-1571 Wr6l Polm 8eoch. FL 33407 DRAWING No ^-�'. ';�Q�'(()1`A,.•;,�v,`,1' ES-00067 19 Phone: (800)432-2204 . Fox: (561)209-8380 4 17-122 ii�`�""•'" -ss,J�`.� ' WALTER A.TINT Jr.P.E. P.EJ I� 1A k6yDpFf FLORIDA LIC #44167 6 SHEET D LNQ INSTALLATIONS `,J ) HV & (1A, HV* BLADES INTO 2%4" MIN, -WOOD STUDS. 2'.,1'MIN WOOD Do STUDS. TAPCOH (AS 0 HOLD THIREADFORM I (AS APPLICABLE) APPUCASUE) It."GIOGY Irw WILDE. STUDS RED D. 2'.4 WOOD STUM REG*D. ANCHORS V O-C -j .1.1 IHREIDEU 4- rwz 2 WALL� W/I rVas" PENETRATION 0470 57UDS OR _,j W1 Net 1/2-THREADED EXIST G GI.5 EX*T.IG L� FEIIETEA7IOH TO 1/2'Cox i EXISTOIASS - P EXISTING GLASS LYtVOO&If HO STUDS EXIST -Z ED\\ J, ED E, lot,sp—TICH r I MIN SEPARITION TO GAS SEFxRxTCN UN.SEPARATION To GASS(SEE '/2' CO.—i 'U GLASS(SEE i • 1/2'Hin LUX TO"Asss(SEE SCHED"ON SK,I PILMOOD, SCHEDIALE On SHEET PLTVOOO I I FOR�%­' 11 - ._ L_ SCHEM ON SHEET IT FOR et"rf,AQ I/2 ON SHEEF 19 FW 'H'S 4:112.MIN COX I I FOR 8-ADE IV" I SHEET 19 FOR GH SHEET 19 FLA -iL6 (6663-TO)CONT. W H Oil SHIET'19 FOR WALL Et.GES'31& ) - 'I, eutm ID 71 FWAL %AXS-1) wots FI SN_ ';T,6GLCn'z PLATE.(LOCATE TAX _).X 4 2-I.H. AT EITHER SIDE MIN -7 OF& S'US' VIO.I/cz,S'Ks' big O.C. 1,O. C. U——.1 OR I&' LICD SIDE CONNECII011 SEE DETAIL X FOR- I A, OR fp* SEE VETAtt_X FOPL SEE DETAIL X FOR- R • TO TRACK$ SIDE CONNECTION 0"fj -I.-o - PI -(!)'07t1)"(L S IY 1 5-011 a-A IDE CONNECTION _. 'q .(f) to TRACKS ft TO TRACKS ifo.fy-r_7--43: n71 T3- (",-(2)-a- 70•a- 11-(b ib QT) rab-C, -dj C-1; 'Or- -,7- OB (4-01 031 lfk q, d END CONNECTION DETAIL END CONNECTION DETAIL END CONNECTION DETAIL(121 END CONNECTION DETAIL'9� MOMED ON1.1 FOR SPANS-; TAP '/...T�C­"_-— -GLASS ADVANCED THREADFORIA EXISTING GLASS �OW�CEUCT'I`IREAID`FORIA .. .... IAN SCRARAnci, SEE LIMITATIONS OF USE OF H 0 OGY TITO BUIL X TEC HOLOGf ni�III.I.01D. A,CHORS W 1 1/2- 4. AiICHORS W/ 1 1/2'MW -L F_ 4'List V1 1=0 PENETRATION 2",,AN SEPNi9xxl SrUOS Re .0 THREAD50 PIEHETRATIOK ]10.1/2-D.C.j.t!.S INTO MOS 0 12'O.0 to SILOS.'2*OC' 1415 10 GLASS LADE Q�t ON SHEET 19 I 1/2"UIN. SCHELAILE 014 SHMT TO aAss(SEE I FOR OADi.DAHEI ECVIDLA.E C44 SIXEIET OH 9*17 19 FOR ,I fom EXADE.F[ .CLANG —',1,A 24 amm:.. z:z Z: 6 1/2-N { L,R18:IGRtj ii OR Xw,4p L ;42r i /2" N" -95 OR IfAl-� y 4J 4 VIEW WALL FINISH 2'.4"MRS.WOOD I"At STUDS RED ' 0 X.SN -1!3 ±LAN 6_1 C7) ICI C9 C3 59 DETAIL END CONNECTION DETAIL 11: END WNHEQ-14 DETAIL 141 FLORIDA BUILDING CODE (High Velocity Hurricone Zone) 1-j%?k.--F/4j0 2017 EASTERN METAL SUPPLY,INC. BERTHA HVTM Accordion Shutter System -r- r q�q . A.S.S.A. Ir iL E KV. a-AMW/#1 I W/o KY. WINDOW 13LADE W/ American Shutter Systems REV.H. DESCRIPTION DATE ORANIN BY: IA.L TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-080 311/02/17 DATE; 00/02/12 6556 ow.361K,St.sit.305.VIRGINIA QUIMUS.FLORIDA 331M 4268 West ROOHIS Drive 2 Phone (305)6711-1530.Fax:(305)871-1531 'est - DRAWING No _.R; W Polin B...h, FL 33407 3'IS17-122 . .•........... EEB-000 70 Phone: (800)432-2204 . Fax: (561)209-5380 —4 I �i- WALTER A.TIL it Jr.P.E. P.E: URL�&Tf. FLORIDA Uc.#44167 5 SHEET ' GENERAL LIMITATIONSANDCONDITIONS OF USE FOR BERTHA 6WORKING IN —41_Jlo+(3:aq 3''��1 21w7 4fUNISON WITH WWINQQLWIIU��E FM t 1?v•1z3; —? q �y i 1. MAX.A.S.D. DESIGN PRESSURE RATING: +110. - 110 P.s.f. A G I I (MVD (OyD �T/D l UYU 'y' 2. MAX. SHUTTER SPAN:96'. 3.ALLOWED MOUNTINGS;A,0.G&N ON SHEETS S.7;AS WELL AS - - - MOUI4IINC5 Il 0,T,U k 4/ON SHEER 16 2 11 ONLY CENTERMATES21 2n2(BOTH W/ 2F11 OR 2n')ARE ALLOWED WITH I z ARRA FO IN A SYM EI OR OPPO NC OTR.IN CASE OF OPPO IXC z_ 'OUT, 5 MUST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF 24)oR125� CETIIER 5.(A)NV WINDOW BLADE(13 SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS (3'i HOLES)FOR 44 PER BLADE AT SPACINGS SHOWN ON SHEET 4. TYP. EA.ENO (8)MIN.CLEARANCE FROM TOP OR BOTTOM EDGE OF HV WINDOW BLADE(1JA OF A14Y 3'e HOLE FOR O SHALT-BE 12'. AM.5 WI�DOW�- C FIRST OR T BLADE COMING OUT FROM STARTERS Al ENDS MAY BE ITV ALLOWED AT HV In () WINDOW 13LAOE 1191 WINDOW BLADE(1y (0)HV WINDOW BLADE 7O MUST BE USED ALTERNATE TO A SOLID HV BLADED ' THROUGHOUT SHUTTER'S WIDTH. (E)CE RANTES SHALL ALWAYS BE 114STALLED ADJACENT TO A SOLID HV BLADE f1 Ai EITHER SIDE OF THEM. m % A gg (F)POLYGRBONATE HV WINDOW 4 SHALL BE INSTALLED SO TABS FACE THE I14TERIOR OF THE OPEN114G BEIIJG PROTECTED.HV WINDOW 44 MUST BE SEE ENO j�A� �' ONLY INSTALLED AND LOCKED USING A MV SETTING i00L PRO'Ar BY ASSA, CUNNECiION V ¢ UEIAILS ON SHEETS _ _ UAAA 10 J, ld TYP. / G 6� FULL HEIGHT.—' , ��+ 6. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME a8 i7 BUILDINGS ON SHEET 15,AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES f TYP 1P - 1441 � N t A,2 ABOVE). g6 E� 7. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL.ON SHEETS 12 J, 13 AS LIMITED BY 11 SPAN AMD DESIGN LOAD(SEE NOTES 1 &2 ABOVE), 8. MINIMUM SEPARA71ON TO GLASS SCHEDULE: !SS'j(SEE PIAN FOR REOUiREMENl'S) . D 0> TIP TOP d:BOTTOM W u,'1�i to 114;y(6 j,(7\ SHUTTER SPAN M810.IUN SEPARATION TO GLASS ....._.-...UNLIMITED WIDTII--_-.__--_____._ .__._...._...__- % I o6'M... 5' ELEVATION IAN 5EPARAIIGA TO GLASS ExISTI1G GLASS- '(SEE 5fO1FD1AE ON SLEET 12 FOR BLADE�T'i ---- N'D 011 THS 91EE1 FOR HADES ILS dA (_aw) NOTE 4 P. i'1/!`' 121' 2 1 �z.41"` / /��'— �2V-2Z�� 1�(I' TTr, SYMI:��•F�7'IRiCAI;CENTERMATES:21t1 3 / 1Y/(31!Ili W/0 MIT (SEE NOTE 4 ABOVE) PLANgew TYPICAL :1 HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE QA) SHUTTER* --- N FLORIDA BUILDING CODE (High Velocity Hurricane Ione) ®2017 EASTERN METAL SUPPLY, INC. ,,. BERTHA HVTM ' C , �� �s��� Accordion Shutter Stem ,y� ,-�— ' 1�'`. H.V. elsnE X11 w/OR w/o KV. Wt i3LADE //"/ TICCIT TESTING & ENGINEERING COMPANY American SftU4}el' Systems REv.Ne DESCRIPTION DATE PRAWN BY: MIL ' '�•'. 6355 N.W.361\.SI.,St..305,WRGINA GMOEHS.fxw..3ID6 Association, Inc. 1 OLD 15-060 8/02/1 DATE: 08/02/17 % 4288 West Roods Drive ! r i Pham (305)871-1530.Fav:(305)871-1531 2 , ��It1 p`,-iL�_3 a .11:tilt...Ill Wesl Palm Beach, FL 33401 3 DRAWING No >!l1o\, LlI' EB-0006719 Phone: (800)432-2204 . Fox: (561)209-8380 M 7-' 22 `1') 11 Y/ALTER A.TOLLIT Jr.P.E. P.E-SERC/eranF�l�„(f1)t1'E FLORIDA Llt./ 44167 5 SHEET :''A 6 19 OF 20 REQUIRED"t"IMUM -_ �AR,ES _ INSTALLATIONS Win HV BLADE & HV CENTERMATES 212'000"Mo.. Alin.AsT`a2A-6533 GRADE 40 r--—5' THICK L"IAo"' INTO METAL STUD WALLS TUT Llln. G-60 CALV.STEEL w METAL STUn5 AT 16"O.C. I I -------- 0 q . ------ 1/2475" 43 1/4••0 NOMINAL W!� - 3a G ALUMINUM SLEEVE -. BERTHA(1)HV BLADE ACCORDION SHUTTER I Klin -430 12 y SYSTEM INSTALLATION TO METAL STUD WALLS 6063-T5 ALLOY 1-REQUIRED AIININUM � i / = ` 1 3/r.6 1/r'.0.035"THICK Min.l 43c �'6`O.C.n,___; _-__-- r,,,,„- SEPARATION TO GLASS SCHEDULE --3.000"__ LUN7.CALV. STEEL TRACH CMAIJNEL, % I I Max. ASTM A-653 GRADE 40 MI..G-60 n 6`o.c. 39 , I II 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, – 75 ps.f. LAI VANIZEO FASTENED TO STUDS ! i'EXISTING FINISH MINIMUM 1 I/(2)f6.1/[TF1(SCREWS ONAS APPLICABLE I IIIIEMOR A,EXTERIOR FACE I (1 I I 2. MAX. SHUTTER SPAN: B4” SEPARATION 43c LENGTH + I` LIIN. SEPARATION ��i I_ TO GLASS EXISTING GLASS- TO Cl ASS —. � 3. ALLOWED MOUNTING: M ON THIS SHEET. (SEE SCNEDULE) -L.J N 43 1/4"0-20X3" BOLT -� (TYvJ `v 31/4" MUST PENETRATE 43c 1" EXISTING FIN1sN 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED i VAS APPUCAeLE I p WITI+I 21:AR 4GED A SYMMETRICAL LAYOUT. REQUIRED MIHYAULI I 1 ' (I QUI E 6 1/,i 0.033-THICK Min.' 6"o.c. 1 ' I --Ql -, USE: OF (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE zso^ 1.373 .oso" CONE.GALV.STEEL TRACK dW+NFL,1 43c 1 �-43a I �' INCLUDED AT EXTERIOR OR INTERIOR ACCESS SIDE OF o 1___ r ASTM A-653 GRADE 40 Min.G-60 ( 1 i GALVMRZEO FASTENED 10 STUNS 6"O.C, ' CENTERMATE. T— W/ W/(2)/6x1/2•ICK SCREWS ON _ 1 { __ 1/4"m-20 THREADS IAN. wTEFIOR k EXTERIOR FACE 1" r - �1 j ** BLADE SLACK DETAIL HVF IS VALID ALSO�F;O�R 43C " T U a u –w Wj I ------- _ 1/2" 12 3a CENTERMATE 21 APPLICATIO14 WITH BLADE V PRODUCTS FAB-LOK HD ( REQUIRED 601JII.IUM w — 436 /6'r 1 1/2"x 0.035"THICK ,L, _- VAKIES J 0 6' O.C. Min.AsrM A-653 GRADE ,D --2"Max. COMPONENTS Mm.G-6o GALV.STEEL MS WALL HEADER/SILL INSTALLATION METAL Bruns r 16-O.C. —EXISTING FINISH As APPucA13LE SCALE: 3/8"- 1" A I (TVP.TOP&BOTTOM) I .__— — — 1 3 4"x 6 1/4',0.035'THICK Min. EXISTING GLASS L,j _ _ I _ ) J _ _ .CONT.G 65 TEEL TRACH CHANNEL. 11 /AS A-653 GRADE 40 Min.G-60 I GALVANIZED FASTEIJED 70 STUDS I i j - SYMMETRYCAL I' I SYMMETRYCAL I I 1 MIH. SEPARATION v IIEs I `i W1(2)I6xl/2"TEK, SCREWS ON H ( 43a 43b 43c ! I TO GLASS 2" INTERIOR k EXTERIOR FACE CENTERMATES W/ I I I CENTERMATES W I I ( EXTERIOR ACCESS SIDE IACCESS.-SIDEI (SEE SCHEDULE) MaX. I X INTERIOR 1 —._._ ---------------------------- ------- ------ - -------------------------- ------ --- ---------- ------------- -- ------ ------------------ -- ------------ - SEPARATION Ta GLASS IN /�''��'lT. MTJ.SEPARATION TO CJASS W/OJ9CE I.CO((�SOEDUE) B"1 I.T n. .w/OUT LOCK ISM SJEML) \....® - _____________ ___________ T-- ------------____-__ _ ____ 12 ------------------------------------ --------- =24 ---------- - -- ---- - - ----------- ------- - --- -- '� -- ----- ----------- _._ ------- --- ----- --- -- .....--------- - ----------------------- -- -- ----- -- ----------------- -- -- ----------- - - - --------- - - ------ - -- -- ----- ------ - - - - -R- 4 • �. 42 0 21 Y , 21) 21 . 21 LOCAd AT 12 HV HEADER/SILL EMUS VIEW Y G 12 (6"Min.) I 24 SIDE CONNECTION TO TRACK .._.3 I/a" (TYPO— ._ _.. ... __7�._....- —I---6 1/2" L.IAX. SLACK CDnt.) g -e 1/2" (TVP.)... —_....__7.•AAT r++AAAA.. DE Sl-ACf< DETAIL HVF jpu1 HY: FLORIDA BUILDING CODE (High Velocity Hurricane lone CO 2017 EASTERN METAL SUPPLY, INC. T+��•'.;�`�FNS�'' Q.S.S.Q. BERTHA HVTIA � Accordion Shutter System -'ILIECO -N-. _ FLV. MADE �Il,W/OR W/0 H.V. WINDOW BLADE 1 American Shutter Sy5iems flev.N. DESCRIPTION DATE DRAWN BY: M.L. TILLIT TESTING & ENGINEERING COMPANY "�••' �(J 6355 N.W.!fill:.SI..5W.305.VWGYNA GI310EN5,FLORIDA 3316 Ass cloilon. Inc. OLD 15-060 6/02/17 DATE: 06/02/17 '• 'U� Ph...:(305)671-1530.Fox:(305)671-1531 4?68 West Roods Drive �� I( _ 3 DRAWIIJG No rnou.1m.<oY.m.com West Polrn Beach, FL '33407 • ;yrr�n,Jo,•,A� �Lt3 ES-0006716Phone; (800)432-2204 For: (581)209-8380 17-122 vl e A TER II A LUT Jr.P.E. •. Ill''9FAl./.SIIWATURL%DATE FLORIDA Lic.J„167 SHEET E 20 OF 20