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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 3 RECEIVED FEB 21 2018 SI _Lude County, Pel-Mitten _. acts Home E Log In User Registration . Ho[Topics E Submit Surcharge Stats 6 Facts Publications FBC Staff -`. SCIS Site Map Links Search Product Approval ■ USER:Public User Product Approval Menu>Product or Apolication Search>Application Lis[>Application Detall FL# FL1850-R11 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@eastem metal.com Authorized Signature Bill Feeley Irodriguez@eastem metal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit,Jr., P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence FL1850 R11 COI AMERICAN SHUTTER SYSTEMS, INC. DRAWING 17- 102 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2005 ASTM E1996 2005 ASTM E330 2002 TAS 201,202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs9%2f%2ftCOhpJ... 12/29/2017 Florida Building Code Online Page 2 of 3 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 1850.1 Bertha HV Accordion-Blade 3 Extruded aluminum blades folded together thru knuckles and (HVHZ) Drawing#17-103 retained by tracks to provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 R11 11 AMERICAN SHUTTER SYSTEMS ASSOC.. Approved for use outside HVHZ:Yes INC 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. Other:Large Missile Level"D".Max span is 12'-7"for 35 Created by Independent Third Party:Yes psf positive ASD load and 13'-0"for 35 psf negative ASD Evaluation Reports load for one specific condition shown in span tables.See FL1850 R11 AE AMERICAN SHUTTER SYSTEMS ASSOC., additional 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 (Combo) - HVHZ-Drawing#17-102 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:Yes FLT 850 R11 11 AMERICAN SHUTTER SYSTEMS, INC. Approved for use outside HVHZ:Yes DRAWING.17-102 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYSTEM.PDF Design Pressure:N/A Verified By: American Test Lab of South Florida Inc. Other:Large Missile Level"D".Max.span is 13'-2"for 30 Created by Independent Third Party: Yes psf positive ASD load w/o window blade, 16'-0"for 30 psf Evaluation Reports negative ASD load for HV1 blade w/o window blade for FL1850 R11 AE AMERICAN SHUTTER SYSTEMS. INC. conditions indicated on schedule#1,sheet 12.And 12'-3" DRAWING 17-102 PRODUCT EVALUATION REPORT.PDF for 30 psf positive ASD load w/o window blade and 15'-5 for Created by Independent Third Party: Yes 30 psf 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- Extruded aluminum interlocking blades retained by tracks Blade 1 Only(HVHZ) -Drwg# 17- (top and bottom)for storm protection 122 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 R11 11 AMERICAN SHUTTER SYSTEMS ASSOC, Approved for use outside HVHZ:Yes INC DRAWING 17-122 BERTHA HV ACCORDION Impact Resistant:Yes SYST..PDF Design Pressure:N/A Verified By: American Test Lab of South Florida Inc. Other: Large missile level"D".Max.span is 16'-0"and Created by Independent Third Party: Yes 14'-9"for 30 psf ASD negative load depending on Evaluation Reports centermates and locking rod configuration for the HV1 blade, FL1850 R11 AE AMERICAN SHUTTER SYSTEMS ASSOC. 8'-0"for+64,-72 psf load for HV blade for Keystone INC DRAWING 17-122 PRODUCT EVALUATION mountings 7'-0"for+75, -75 psf for metals stud mountings REPORT.PDF and 8'-0"for 110 psf.for HV1 and HV1A working in unison. Created by Independent Third Party:Yes See sheets 7, 11,20 and 19 respectively of installation drawings for other spans and pressures. Badc 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 pudic-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 mails 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: ME 0 Mme® https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDq s9%2f/`2ftCOhpJ... 12/29/2017 GENERAL NOTES: I. BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(6th EDITION) OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. TABLE OF CONTENTS DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE.FOR A BASIC WIND SPEED REWIRED BY THE JURISDICTION WHERE SHUTTER WILL BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) - DESIGN PRESSURE RATINGS INDICATED ON SHEETS I1 THRU 15, 19 8 20. AREA I: BY BLADES n& (� . IN ORDER TO VERIFY THE ABOVE CONDITION.ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX. (A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19 h 20. GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.U..AS TESTED.WERE NOT OVERSTRESSED,A 33 X INCREASE IN ALLOWABLE LOADS FOR WIND LOADS WAS NO USED IN THEIR ANALYSIS, BERTHA SYSTEM COMPONENTS 21-37 SHEET 3 H.V. ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WINO AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER ATL TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 REPORTS: -HV BLADE O#0214.01-03,/0715.01-03./1004.01-05,/1214.01-05./0317.02-06. /0609.01-10 AND/0210.01-11 AS PER TAS 201,TAS 202 AND TAS 203 PROTOCOLS AREA 2: HV BLADE n AND HV WINDOW BLADE l� k /1220.01-10 AS PER TAS 201,TAS 202 k TAS 203 PROTOCOLS LARGE MISSILE. -HV WINDOW BLADE ®/0505.01-08 AS TAS 201.202&203 PROTOCOLS AND 0725.01-08 AS PER TAS 202 PROTOCOL. (WHERE APPLICABLE) TYPICAL SHUTTER ELEVATION h NOTES ON LACKS SHEET 5 2.HV BLADE QQ AND HV WINDOW BLADE 0 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19. INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3. BERTHA H.V.ACCORDION PINS(HV SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECNON TO TRACKS SHALL BE / 14X2.75 AND 0 14X1.75 RESPECTIVELY. 410-HT MINIMUM CENTERMATE DETAILS HV SHEET 8 SERIES STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY CENTERMATE ALTERNATING DETAILS HV SHEET 9 APPROVED COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE TN MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS STALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 31.7 ksi MID 35.7 ksi END CONNECTION DETAILS 1-6G CONCRETE/BLOCK 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 CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN. YIELD STRENGTH AND 90 ksi MIN. TENSILE ANCHOR SCHEDULE- CONCRETE SHEET 12 STRENGTH AND 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 STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- CONCRETE SHEET 14 ANCHOR SCHEDULE- CONCRETE BLOCK SHEET 14A 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE •O: 12.13.14,14A,15 AND 20 ANCHOR SCHEDULE- WOOD SHEET 15 HV BLADE OI &Q WORKING IN UNISON: 12, 13 k 15 INSTALLATION DETAILS M-R, WOOD SHEET 16 INSTALLATION DETAILS 5-X,WOOD SHEET 17 B. THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT#6'779,582. COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S. PATENT/5'458.179 ISSUED TO END CONNECTION DETAILS 7-12 & X. WOOD SHEET 18 EASTERN METAL SUPPLY,INC. S.li SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUL:TURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN.THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAN INTRUSION. AREA 3: W WINDOW BLADE ONLY 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER.TENANT,OR OTHERS, MUST PROPERIY CLOSE ALL HV AND HD CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. TYPICAL SHUTTER ELEVATION SHEET 19 11, SHUTTER MANUFACTURER'S VSIO EL SMALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CONE.ONE LABEL STALL BE PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. AREA 4' FN WINDOW BLADE(AD 1 ONLY 12. BERTHA H.V.ACCORDION SHUTTER SYSTEMS INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS 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 AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT.i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.O. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT.BASED ON THIS P O.. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALIERED BY ANY MEANS. THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA (d) SIZE SPECIFIC PROJECTS SMALL BE PREPARED BY A D.FLORIDAENGINEER REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD SUBMIT TO FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS TATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.E.O. SHAT BEAR THE DATE AND ORIGIN&SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. NNTj7YNAArA!ii��' FLORIDA BUILDING CODE (High Velocity Hurricane Zone •'�C.... O 2017 EASTERN METAL SUPPLY,INC. BERTHA HVTM _ TL ECO EIiC. NA S S A Accordion Shutter Stem .• �J ;.A. FLv. MADE ALT w OR w/o H.v. �I BLADE American Shutter Systems REv.N. DESCRIPTION DATE DRAM BY: M,L, TILUT TESTING dL ENGINEERING COMPANY A530clation, Inc. 1 OLD 15-ow DO/02/17 OTE De/oz/17 ��•••/L�npinP �`l/; e35s Nw.Jan.st.su.]05.MRCINV GARDENS,FwnDA 3JIM 4268 West Roods Drive 2 IM PhM4:(305)871-153o.Fa[:(305)871-1531 West P.I. Beach, FL 33407 DRAWING No _ -mol 1000 7aoL�am 5 17-122 e FB-0006719 Phone; (800)432-2204 . Fax: (561)209-8380 4 WALTER A TICCIT Jr.P.E. P.E!SEAL/fICNATURE/DATE FLORIDA Lic. 44167 6 SHEET s / •-3Y FOR I•ND6w GIME r . SES N 1.91 •• q aO✓` •454" •n o I n 751 .09h'� n 1 in L_ 4.371 , I 4.]85" I j=:_ 4 4.657• _ 4999• t�• J`\. `- - 375 ^' C HV 90`/180' STARTER (1)HV SOLID BLADE )HV UNIVERSAL FLOATER QUALIFIEDoR USE w/ COVERED-UNDER US PATENT / 558179 QUALIFIED FOR USE W/ HV BLADE) ;IHV DIRECT MOUNT HV BLADE ' (1•i HV WINDOW BLADE+ 6005-T5 ALLOY AND TEMPER _ QUALIFIED FOR UpE W HV 6063-T6 ALLOY AND TEMPER V BLADE-0) .373-1 -SEE LIMITATIONS OF USE OF BLADE ®ON SHEET 19 _ 6063-T6 ALLOY AN6 TEMPER .124yr- 6063-Tfi ALLOY AND TEMPER 3.2 6 �'�QQ-� • Q 085• Go s ,g_q: }'-' _. x 670• j -� � (TYP. •,. J. n99{ .670• 2.226' a le1q. Nr j iB{2 �I 092 r j- (.____1.436• 1 12.920 .375* - ------•----------------•-- l 7)HV ADJ. ADAPTER W/LIP ,.\ __._ �.9xo 0.072* OUALIFIFD FOR USE w/ HV (8 i HV WALK-OVER TRACK ��, 3.228',__ BLADE!;J "' QUALIFIED FOR U E W/ HV 18;HV TRENCH TRACK L-155• .7 6 1 AV ADJ. FLOOR TRACK 6063-T6 ALLOY AND TEMPER BLADE_! QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-TG ALLOY ARD TEMPER BLADE(I ONLY. (�Q HV RAINGUARD BLADES 6063-TS ALLOY AND TEMPER QUALIFIED FOR E W/ HV 6063-T6 ALLOY AND UAE ^' VARIES 1.936•, BLADE 1, 1• 1.915• $ -y VARIES 1.936, 6063-T6 ALLOY A D TEMPER I aa. 1.917• � � I E. -„_06r 3• '1I•-003' $( .1083• 2i1-,i---SL6'Li, .093• .12 T- ---� .100 - n 080• j !^: 670' .I � _. .09 .060' I .U60' b l j 4�- 670 1606 �(�b"] I 16.70.' oy 3,520'._.� 3.529' � !67G1 HEADER/SILLHV (1 ! HO CEILING HEADER/SILL (11) HV CEILING HEADER / .3 QUALIFIED FOR USE W/ HV BLADE(1)ONLY, QUALIRE606�Ri65ALLOY AnDBEMPER��ONLY QUALIFIED FOR USE W/ HV BLADE(-l1 1f41�LL HEADER/SILL SEE SECTIONS FOR VALIDITTYY. SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE' ONLY. 6063-Tfi ALLOY AND TEMPER COMPONENT A 1 B Ti T2 I2• 21 0.125• 1' t• 062• `i 2• 15•MAx.i 1/8• 11/8• 3• 3• 10.090• ' I5•MA%.)0.192' 0.192• 1� SIDE ANGLES �_ _ B _---�-� -K - (1 G 1 zs L 7 MAX. 0.120"o.roo :0.190 G CORNER POSTS 66UFIED FOR USE W/ HV ALUMINUM ANGLES BLADE,,1 QUALIFIED FO USE W/ HV I ( IUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER BLADE�ONLY. ,*�'! 2- 5•MAX-1 0.139' 0.131• BLADE: 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE (High Velocity Hurricane Zone •••••:••• 2017 EASTERN METAL SUPPLY,INC. VP... cEruSF• ✓� BERTHA HVTM = IL E C 0 ,,.. A.S.S.A. Accordion Shutter System H.V. BLADE#1 W OR W/O HV. WINDOW.RADE �! TILUT TESTING d< ENGINEERING COMPANY American Shutter Systems Ifiv.w oEscR•moR DATE ORAWT+m: M.L. a5 ATE O(• •353 N.w.]•In.5L,Su.]0.1.WAG.A GNIDEN9.0.011DA 331• ASSOCIOt10n• Inc. 1 oIn is-Deo /02/1 DATE: oe/02/17 A 4268 West Roods Mi.. 2 DRAWING No Ph.•,.:(305)e71-1530.F..:(os)an-15]1 Wut Palm Beach, FL 33407 ^''..•4RIOA:' ,J .-m.u:un.c.e.a...m 3 •SS •r.�'a L,1 EB-0006719 Phone: (600)432-2204 . Fox; (561)209-8380 { 17-122 y 1 WALTER A TILDT Jr.P.E. /nA'A, t FLORIDA u�.M ssleT 5 SHEET R.E,;SET[}'GI#J Ae/DATE 6 2 Of 20 4.576* .74 2.293' 114'-20,IIV I�ICW-20 -DIE CAW ]X745' FLAT HEAD AMO I HOUSING ENAMEL .745' r . . I S....S. 4, n., .318 A %o (2 TMP)" N '0 6 t A AJ &KIM(CNIIO" (CHROME Pww) HV CENTERMATE PLATED) 1 325* f QUALIFIED FOR USE W/ HV SLADE I,I)&(CA)ONLY HY FLOATING HV LOCK HV EGRESS LOCK 6063-T6 ALLOY AND TEMPER ED FOR USE W1 HV BLADEJ)& I I ONLY QUALIFIED FOR USE W1 HV QUALIFIED6OR USE W1 HV 6065-16 ALLOY AND TEMPEV IT& HV C CENTERMATEBLADE Cl I& ONLY. BLADE I & 0 ONLY. QUALIFIED FOR USE w/ KV BLADE ONLY 250"O.D. 2.874' 6063-T6 ALLOY PLASTIC HEAD 1.7 .9 4.045* MOLDED TO- 2.079* 1.753' SCREW �7360*AFTER RIVETING to 00 RIVETING 1I ���I r ( ( R� 1/4-0 _-20 x 3/4 S.S. THUMBSCREW 1/4'0-20 RIVNUT* L I;k SERIES 9444 ALUMINUM(2024-T3 ALLOY)LARGE FLANGE THIN SHEET NUTSERTI,PART 1 01520,AS MANUFACTURED 81 AVOLL PLAN 2:1 CHERRY TEKTORN,PARSIPPENY.NEW JERSEY 07054 OR EQUAL_ FRONT ELEVATION HY MALE 'T' LOCK CEN19RMATE 4.5§6 "T" LO.CK HV ALTERNATIVE CT LOCKER FOR -T- LOCK CENTERMATE QUALIFIED FOR USE W� HV BLADE 11)ONLY (�Q BY FEMA "T' LOCK CENTERMATE (0 QUALIFIED FOR USE W/ HV BLADE(l:)ONLY 5063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE QUALIFIED FOR USE QUALIFIED FOR USE W�%v K 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER' �Otlly W/HV BLADE(])ONLY. BLADE CI I ONLY. I.xI7 3.161 ax 11 IXU .4321 1& I 18UMOTURN '063, -CYLINDER OR 2 062 8�1 li- 06 KEY CYLINDER 1 .063 L C3t,! HD CENTERMATE W/ NO LOCKING ROD HD CENTERMATE W1 LOCKING &M 0 QUALIFIED FOR USE W/ HV BLADE(1)& QUALIFIED FOR USE W/ HV BLADE�I)&'IN:. 6063-T5 ALLOY AND TEMPER #1 HD CENTERMATE'S INSERT 6063-T6 ALLOY AND TEMPER VARIES, 12'MIN. QUALIFIED FOR USE WZ HV BLADE1)& 11/4, -20 S.S.OR 5063-T6 ALLOY 140 TEMPER *1/2- ;__rTHIUMBTURN (SEL DEJ—) CYLINDER OR KEY 157 Tj 1.7 in CYLINDER 1.78 Mo.. LOCKING ROD A HD LOCK 6063-Tfi ALLOY AND TEMPER QUALIFIED FOR USE W1 HV BLADE(j) ACETAL !Sl, HV 20 AISI 304 BY REGENT HARDWARE MqRp§f.L0gKS gMj;5_'Zj3.4 HGQK.ROLL ALLATION WILL REQUIRE A 7/16- HOLE THUMBSCREWS "9'ERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV EILADE(�)& QnA O LOCV_ NS QUALIFIED FOR USE DE, QUALIFIED FOR USE W/ HV BLADE rl) DRILLED AT TRACKS FOR PROPER EMBEDMENT ,W HV BLADE' FLORIDA BUILDING CODE (High Velocity Hurricone Zone) 0 2017 EASTERN METAL SUPPLY,INC. v\C ENS, BERTHA HVTM System Z�i L IE io�,,,, Accordion Shutter Sem A.S.S.A. H.V. BI.ADE#1 W/OR W10 RV. WINDOW BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REVA. DESCRIPTION DATE I DRAWN BY:- M.L. rAl� 63Mssociation, Inc. I OLD 15-080 N.W.N-W 3ft.St..SM.303.�Gttflx GQtDENS,FLORIDA 3316( DO/G2/17 DATE: 08/02/17 Ar we:(305)871-1530.Fox z(305)671-1331 4268 west Roads Dn" 2 4—ill tiltecoo-I.com West Pahn"Beach. FL 33407 3 DRAWING No E-0006719 Phone: (800)432-2204 . Fox: (561)209-8380 —4 E!Z TILLTT Jr,P.E.WALTER 17-122 P'"E LING/DATE FLORIDA Lic # 44167 5 — It I SHEET 4 3 Of 20 -HUTTER ASSEMBLY SCHEbULE FOR 3/8'Ora- HV in HV 0 12'MIN.LUEARI%NCE TO S�LADE (D HV BLADE I EqGE Nv WINDOW BLADE .0625' Ub-- 0525 W BLADE 1A .1075' Y HV LONG RECESSED NYLON BUSHING :I1 n .0625:; O 0.062 HV SHORT RECESSED NYLON BUSHING I RI.A 1 09,- HV NYLON HAT WASHER @OR (D 3750' W WHEEL CARRIAGE AISI 302-303 SERIES X o.870'x3/16' THICK NYLON WHEEL. • HV WINDOW 2 7/8-MIN* I CLEAR SEPARATION -03.7500" 0.183"0 AlSI 302 SERIES S.S. RIVETS BETWEE .06 .11 D&25 :t 5 3/4' HV 1 3/4" ACCORDION PIN W1 #8 HEAD EXTERIOR OPENINGS WIN,1-y @ . -& ON Cl r 1-5 .7500' 2 1/4' FIV 2 3/4- ACCORDION PIN W/ #8 HEAD 41 4-VILS CLEAR IT -1 .7 ... 6 POLYCARBONATE IMPACT RESISTANT HV WINDOW —N TYPICAL HV WINDOW BLADE ISA AND POLYCARBONATE BY WINDOW DETAIL (DOR or El I"ROTE FOR IMPACT RESISTANT HV WINDOW VEQU REQUIREMENTS) (DOR 0 6 "ATE A ER MROLON 3103 POLYCARBONATE I —STABILIZED GRADE OR SABIC MIN ARA AX L' TO BLADE BOT7 3M Y 7E C �RESIN RESINS,OV N Ai PLASTIC LEXAN 103 RESIN Hy— .T, -F- ON SHEET 19). fiv 00 0 OP (1) HV PIN SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV Q OR POLYCARBONATE SOURCES FOR(9 APPUCNU EXTERIOR HV ®BLADE. *w..T WICAL SHUTTER ASSEMBLY rmc',F� STANUWe.o HV PIN OERX TU.AT (2) HV PIN (9 MAY BE USED IN LIEU OF 0 AND ONLY AT OR BLADE'S KNUCKLE EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D 00.324•-. (SEE NOTE * FOR —c— Am 0792 0-3 W.' 0— .w ./ BLADE WHEN CORRESPONDING TO INSTALLATION "Il". SHEET 7. REQUIREMENTS) .04 11N51U lfD STRENGTH As com 2.400-.s. 95m P.,L AlYIDD ASTR DM rp 12,500-1, 13.400 .i (3) HV PIN @ OR 0 W/ 1/2" O.D. 1/16" THICK S.S. WASHER Fuxuwa.0Dutus AVRI OM 3W,000-j, 3.5AN...J. ImEbGL FOR INSTALLATION PER DETAIL X, SHALL BE USED DIRECT MOUNT SHEET Arlm=43 .7.2 x ...5 Tl E..'- ..N. C-1 CLASS C-1 CLASS NAEEL CARRIAGE DETAIL O�EMBLY LAYOUT ASIM D1929 100 Sw I NFAMGRI"G'. ASTM 6155 lf's',E STREP H,AFTER ASTM M SMI P..i. HV BLADE SOLID & iA HV WINDOW BLADE DETAILS TE�Lf �REW'. ASTR 5. 0111 P.- SUN) N.T.S. FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 0 2017 EASTERN METAL SUPPLY,INC. \y BERTHA HVTM "TILIE C 0 INC. A.S.S.A. Accordion Shutter System KV. BLADE#1 W/OR W/O H.V. WINDOW BLADE American DESCArTION M.L. Shutter Systems AEV.N. DATE DRAWN BY TILUT TESTING A ENGINEERING COMPANY 6355 St..SW.M. Association, Inc. I OLD 15-WO 38/02/17 DATE; 05/02/17 ARGINIA W��.F-4A�lbt F... (305)a7l-1531 4268 West Roods Uri- 2 DRAWING No filt"co-I'com W.A.Palm Beach. FL 33407 5 E6-0006719 Phone: (800)432-2204 . F— (561)209-8380 4 17-122 WA, WALTER A,MLIT Jr. P,E RE FLORIDA Uc #44167 sSHEET 4 OF 20 ,3'x.4-; *NOTES ON HV LOCKS AND CENTERMATES: 1. MANDATORY CONOI110N/1:ONE HV LOCK 44 or�6 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN 3 OR 12'ABOVE OR BELOW2 OF SHUTTER SPAN FOR SPANS UP TO 105', AND FOR INST TIONS T ANY ELEVATION. HV LOCK 1 or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO Qfi OR A 0 c 0 { 'E9• ' 1 w x s r u i CENTERMATES W/(2) 1/4'0-20 x 1/2' LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON �l !I i "T.3'■ 'Y-''�-� TYPICAL SHUTTER ELEVATION. 2. * CONOMON it OW MS. TWO Liv LOCKS OR 'OR ONE HV LOCK QQ��OR W/ TWO )NOTION #2 a MLY FOR �• T�' ' LOCKING RODS AT TOP & BOTTOM SHALL BE SE F ANY SPAN AND INS7ALLATI AY ANY ELEVATION. I v HV LOCK�OR b SHALL BE ATTACHED TO C, OR q,?CENTERMATES W/ SAME SPECIFICATIONS AS PER 0 II MANDATORY CONDITION /11. LOCATION OF LOCK LOCKS AS APPLICABLE SHALL BE AS INDICATED ON TYPICAL �- 1 ` i r SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE /3 ON SHEET 12. -x LOCKSPOSES. UP TO TWO HV Z f OR 2 MAY I8EDUSED AS AN INSIDE OR QOR PERFORMANCE LOCK. CONNECTION OF LOR FOR SECURITY ROCKS TO CENTERMATES — I g �. - ) OR Q SHALL BE AS INDICATED ON NOTE (1)ABOVE. II 4, ;5bs4 oxfo I S" LOG710N OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 4. OFTIONAL CONDITION 42 (VAUD ONLY WHEN TORY coNprflON #I B2 5 USED W/1w0 H.V. LOCKS)• LOCKING RODS ARE NOT REQUIRED AT. URRICANE POSITION, BUT MAY E USED IF D SIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS 35 OR AN ALTERNATIVE DEVICE iSFr } MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 5. MAYIILTORIf CONDITION /2s ONE HV LOCK R b S ALL BE USED AT CORNER CENTERMATES FOR ANY SPAN ! N y AND INSTALLATIONS AT ANY ELEVATION. HV LOCK 3� or SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, --- - �• W5 ATTACHED TO�3 CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2'LONG FIAT HEAD S.S. M.S. TWO LOCKING RODS 03 AT TOP & BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. Cl S�v MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. - % 8 AITERNATIE TO MANDATORY ONE ALTERNATE HV LOCK Q MAY BE USED IN UEU OF HV LOCK or FOR ANY SPAN AND CATIONS AT ANY ELEVATION.ALTERNATE LOCK MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4'0-20x3/4S.S. THUMBSCREW TOb OR CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4'ALUM. RFVNUT' ! S 1/3 SHUTTE N SECTION SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS A 7. uA.RulY1RY l'11Ndt10N 13 FOR KEYSTONEIM11Mr: NSf IATCDNS� ONE HV LOCK(B or Q3 or 0 SHALL BE SEE ENO — ra_, USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP CONNECTION ' ,T ) TO 96',AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK'g'or 5 or�§MAY BE USED AS AN INSIDE OR DETAILS ON 0 IF [ x I J K L r ;% v 0 ■ v w x II OUTSIDE LOCK,ATTACHED TO 0 or Q9 SYMMETRICAL CENTERMATES W/(2) 1/4'-20 x 1/2' LONG FLAT HEAD S.S. SHEETS 10 & n 'll i M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/ 18 TYP. FULL HEIGHT. —'t'l OF CORNER OR TOP AND BOTTOM IS COMPLETELY MANDATORY. I CENTERMATE *NOTES � I ONE ALTERNATE HV'T' LOCK 6 MAY BE INSTALLED IN LIEU OF HV LOCKS b OR FOR ANY SPAN AND �10.1LJa�,.va,J. a INSTALLATION A1'ANY ELEVATION.ALTERNATE LOCK Y BE USED AS AN INSIDE OR ASIDE LOCK.ATTACHMENT C3 OF LOCK 0 INCLUDES USING REINFORCING LOCKED, AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE l OJ•t 7' ' 1 Talo;•�7_:-j$'o■ CONNECTED TO CENTERMATES 0 AND#-W/ 1/4'0-20 K 1 1/2' LONG S.S.THREADED BOLT W/ 7/8'0 x 3/32' �J•18, 13u gBrex-;�8 1 Tia WINGNUI OR W/ 1/4'0-20x1'S.S.M.S. INTO A 1/4'Ox 5/8'R-LROD,ff LOCK MAY BE INSTALLED AT MIDSPAN OR 12' (8)•h n�h AN 19,•f3-19 15 a(q:)ap3�•6g *NOTES ON HD LOCKS do CENTERMATES: I. ND ll]CK 3A W/HD rrsIY1TB_■�.TE9�1 OR ONE ALTERNATE HO LOCK(1) WYSE USED IN LIEU OF TYPICAL J,' HV BLADE SHUTTER ELEVATIONhN LOCKS 4 OR FOR ANY SPAN AND INSTALLATIONS AT AM ELEVATION.ALTERNATE NO LOCK S&4 MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF MD LOCK TO 0 IS W/3/8 x 3/8'F.H. S,S.M.S.,AN INCLUDES REINFORCEMENT INSERT C3;AS SHOWN ON SECTIONS HOB-H AND DC-HVC, SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS 4 IS COMPLETELY OPTIONAL. FLORIDA BUILDING CODE h Velocity Hurricane one ®2017 EASTERN METAL SUPPLY,INC. V �10EN3F BERTHA HVTM *; i L E �6 . A.S T.S T.A. RV.Accordion Shutter Stem 8" T w/OR wo KV. w a.wE American Shutter Systems REV.Ne DESCRIPTION DATE DRAWN eY: MLL TILUT TESTING & ENGINEERING COMPANY '• A OF Association, Inc. , alo 15-0e0 /oz/, DATE: 0e/02/17 P 1C 1� NS!M.W.J■Ik( )SI. soft.MR■RM D(30b)8 -i53 JJIe i(` •. 4268 Wesl Roots Drive s� Pno„■:(305)971-1s00.Fo,:(3os)fin-tsn = DRAWING No 1 , West Palm Beach, FL 33407 Lf1 7.0,1101;7-......... .a 1 -mail:uu■�ooeol.mm s :s/�NALEN�'�" EB-0006719 Phone: (800)432-2204 . Fox: (561)209-8380 17-122 F�.��AL�'�'�'�_.��1�1,f WALTER A nLLR Jr.P.E. P.E�At■.r706;l a/DATE I'LOR.Ll (44161 s SHEET 6 5 OF 20 POURED CONCRETE POURED OR CONCRETE BLOCK POURED— CONCRETE C CONCRETE REQUIRED CONCRETE ANCHORS REQUIRED _._,.—— CONCRETE ANCHORS 1W/1CnIN4. 20 WS S REQUIRED_\ ,._ _._....._—.. ;'(SEE SCHEDULE ON SEE SCHEDULES ON W/ 1/t`-20 _..__ CONCRETE ANCHORS j SHEET 131 1 / SHEETS 13& 14A) NUTS O 12'O.C. (SEE SCHEDULE ON SHEET 13) ! 1' ! Y• ------ /� ,'--� I Min. _1/4./-20.3/4`S.S. 1v2,lOR`� 1 7 OR 18 ^EO E MACHINE SCREWS -t•- EO'CEO _ uslNc 1/4'-20 Nun r f -- j I II 1/� O 12'D.C. E.o• r.zso`Mo:. i r ._'_M T 13 oR i 13 OR©5 E. D.« r E. D .250' n2-Max. Max. E.�.• E.D_• ;� II II `OPTIONAL j -I ) `-OPTIONAL I' MN SkPAPA7KI1 I MIN. SEPARATION ' TO MASS(SEE i 7 EGLASS t SI FOR B ON 4£ET '^ �"— (SEE ULE ON- --I N" �' 1 I 1 i OR E)usrlSS_ SHEET t 1) T �11 FOR BLADE 11AH0 �.- i MIN.TSEPARATIONO GLASS I �i�; 1 CLASS EXIST1610 ON SiEE^18� � GLASS-� ��5�'k`� / ' I-`—'—(SEE SCHEDULE ON I ^ EXISTIN —i SHEET 11) C HV WALL HEADER INSTALLATION A HV WALL HEADER INSTALLATION B HV WALL HEADER INSTALLATION EXISTING �_. EXISTING __ _--___ _ GiM MIN.SEPARATION {y {y 1 GLASS---I va sEPAwtTKln I ' I '1 OR h O I --� EXISTING To Goss w� ' TO CLASS(SEE . 'J �' GLASS (SEE SCHEDULE ON"" ■A SCHEDULE ON RfEf I MIN.SEPARATION I SHEET 11) 11 FOR BLADE1'AND TO GLASS I I ON SHEET 19 FOR HW LLLppp�yy .—(SEE SCHEDULE ON OPTIONAL SHEET 11) I CO.- E. O FEOEO. ,E. D.«1/4`Nax. — iOPTIONALi i ___. -�( Q DAR QE'D- E.0« 13 OR �- -i12 a+1i 4 1/4`0-zo 3/4'SS, x `Min -� '---- EO EO 1/1`4-20.3/4`SS.PHILLIPS x =PS TRUSS HEAD ..\ CONCRETE ANCHORS _ MACNIHE SCREWS USING _ _._` \ -- TRUSS HEAD MACHINE SCREWS *--',------ CONCRETE ANCHORS I n 1. 1/4`-20 NUTS O 12'O.C. POURED CONCRETE-� SHEETS 1 &SCHEDULES 4) N W/ 1/4 x-20 NUTS O 12"O.C. (SEE SCHEDULES ON Min POURED CONCRETE J SHEETS 13& 14A) OR CONCRETE BLOCK OR CONCRETE BLOCK ..r__.."_..__',. ._. 11CPNCRETE ANCHORS REQUIRED WALL REQUIRED (D) HV WALL SILL INSTALLATION j (SEE SCHEDULES ON (Fl HV WALL SILL INSTALLATION POURED CONCRETE—: SHEETS 13& 1") OR CONCRETE BLOCK WALL REQUIRED E i HV WALL SILL INSTALLATION NOTE FOR CDMEllN6jJQN OF SECTIONS: v INSTALLATION DETAILS W/ 1- SEE SHEET S FOR TYPICAL SHUTTER «E.D. EDGE DISTANCE OF ASSEMBLY (SEE SPECIFICATIONS ON SHEET 13) O BLADE Ai ON 4HEETU 9 FOR 'l, I•'I V B LA D E 2- MOUNTING SECTIONS CAN BE COMBINED 71 ANY WAY TO SLAT ANY INSTALLATION. I off ',+ FLORIDA BUILDING CODE (High Veiocity Hurricane one 115111+`Q�. 2017 EASTERN METAL SUPPLY, INC. 4 Y• 'ucfnisFC..,�, BERTHA HVTM L E C O I N G. A.S.S.A. Accordion Shutter System * RV. T w OR wAT liv. INN etADEL { TICCIT TESTING k ENGINEERING COMPANY American Shutter SystOMS REV.MO pESC16PTItW GATE DRAWN BY. WL y STATE OF ' Association, Inc. 1 OLD 15-080 02/1 DATE: 06/02/17 1.113 M.M.]6th.SF,S4.305,NRGWM GAAOENS,rLOAM 711E 0 '• \ 4268 West Roach U33 i Phone (30571-1530.fcx (703)671-1531 DRAWING No 1 WOOL Palm BaacA, Fl 37407 L4 .-moll:c 00871 olcom 3 :•ss •""•••''•� � L1 E6-OW6716 phone: (800)432-2204 . Fox: (561)209-8380 4 �/-122 '/OHA V0 tlH WALTER A TRAIT Jr,P.E. • �R[�DATE FLORIDA Uc./44167 5 SHEET 6 5 Or 20 POURE _CONCRETE ANCHORS '' ! - 0 R �. _.. -- F---- CONCRETED--� '' (SEE SCHEDULE ON SHEET 13) to a�S 1 :1; Mw REQUIRED •1 EDGE OF 14/OF tof Is w,E KO SUB IF ON 9EET le 1[N sKtl10 .• r---E D.4+-- APPUCA&.E EXISTING a i1.r•19 EX�I I-(SEE 30110RALEGLASS- yy ALTERNATE I J #10.3/4`HEX GLASS ■ \ s' SHEET u) .O , 0 p� - ANCHOR I: WASHER HEAD ). 7� LOCATION+ I '!' TE K SCREWS O 9X12 O.C. i r i:i I r 1 OR11 OR 15 3/e'IwN 1 rte/ L'I —� 111 EXISTING ,D 3/s'(un. N.\ _CONCRETE ANCHORS GLASS- i 41• �i� (SEE SCHEDULE ON ,8't I:I _{ 6'•" r SHEET 13) ✓ �} EDGE OF i I EO ED - EDGE OF3LAB IF XISTING GLASS y IF �'� 1/2- I"..J EDGE OF ' APPLICABLE SLAB if, APPI CABLE / •- SLAB IF / p 10 MN SEPARNIOH APPIX.ABL�// L—EQ--}--EO ,.� APPLICABLE i l0(LASS(SEES I ...�- 11 Rli S V SL¢T ;.�', �_. ♦ POURED ::..___. —.L._ i _..___ E.D.* I .. n o faNl f POURED I w 9FET 19 FOR A'OR CONCREE CONCRETE_ POURED RAO"01* D REQUIRED 1- -E. D.- --- —i. D.E REQUIRED `FLAT HEAD CONCRETE ANCHORS FLAT HEAD CONCRETE ANCHORS CONCRETE (SEE SCHEDULE ON SHEET 14) (SEE SCHEDULE ON SHEET 14) REQUIRED G HV CEILING INSTALLATION H HV FLOOR INSTALLATION t I. HV WALK—OVER INSTALLATION (1111 TRENCH INSTALLATION VALID ONLY FOR UP TO +70, -75 PSF A.S.D. DESIGN PRESSURE RATING k FOR SPANS PER SCHEDULE J4, SHEET 11 I 1 CONCRETE ANCHORS SEE SC.EOULES ON- -(4{E ttwmaF a EXISTING MIN. SEPARATION SHEETS 14 t 14A) EXISTING swn n) 1 3 G1A55 TO GLASS L' //�� EXISTING -- r• 4a�s-- MN`SFN.M1ra4 ._...—... GLASS - (SEE SCHEDULE ON rn'—\J GIASs—i MIN. SE�PARATWN ' ' 1 i^ (sEi sc1NEaxEs— _-.. D , \ SHEET 11) 70 GLASS I 7B1a,SNEO ID I O /_.. t/4TE IM 11LDEX DN W/ 1 ' —(SEE SCHEDULE ON AMANCm 7HREANREADFo171 1 1, 1/4" SHEEP 11) j TECHIOL00r OR 1/4.0 POWERS i t f1 1 I7(.&EESCNED.ULE fAtTExONs ueN. 4o M O d rlx. 3/4- I /10x3/4`MEX i FORlW la 7-0•SPIN MXIp � 4.OC.FOR SPN6 1MGEF THIN E4TENHER EA R E D.f c'-O`UP To W-0'MAX..FPLYrE1,4N#74X3/4' HEX HEAD.._.-; 01z o.c i , O1P.7(SEE NaIE ttoN s IIF,,ITEK SCREWS O 9"OC14X3/4"S.D.S 7 1 S/B ;� R)R Llw�:.cvs)�® 3 8 Isl ll. OR 1/4`e-20 SS. N.S. CHORS L - - \�' ��/6 O 9`O C. (NUT oC. ON 1/2 _ -- IMa SEALANTn .t{ i 1 ie-Ea3/o Ss Ms / �• —1/9x0 1/410-20 RUTS •TY O.C. 17 8 -01401C F.H.S.D.S. C.' Lei' yJ--1 7/e`,=1-1 7/8` J - `-.._CONCRETE ANCHORS `..'"SEE NOTE 13(b) . \\ O 9`D.C.13(a) > EXISTING 2.00` M!II / -WALL mAS(N SSTRUC OA POURED CONCRETE (SEE SCHEDULES ON ON SHEET 1 SEE NOTE _ !--T—. ----E.O.-- -- OR CONCRETE BLOCK SHEETS 13 k IM) POURED CONCRETE— ON SHEET 1 •17' E.D. sRl) REQUIRED MIN. -EDGE OF OR CONCRETE BLOCK IrI' rEQUIR CONCRETE QPraxa POURED J� SLAB IF .K HV WALL FLOOR INSTALLATION REQUIRED EOUIRED CONCRETE APPLICABLE V . _ REouNREO 'L HV WALL WALK—OVER INSTALLATION L-- • - I Ji HV RAINGUARD INSTALLATION t fA)KEYSTONE MOUNTING INSTALLATION NO MAXIMUM A." DESIGN PRESSLIRE: ,64,-72 PAI NOTE FOP COSJBINAn OF SECTIONS: THIS INSTALLATION SHALL BE MAXIMUM SHUTTER SPAN W-0` U -EDGE DISTANCE REMOVABLE WHEN PERFORMED ♦ SBUDE MIA i N OE�U19E FOR INSTALLATION DETAILS W-/ (1) HV BLADE 1- SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) ADJACENT TO AN OPERABLE EXIT '� ASSEMBLY OR ENTRANCE 2- MOUNTING SECTIOCAN BE COMBINED ........ AiA 2 ANY WAY TO SUIT NASTNINSTALLATIOry FLORIDA BUILDING CODE (High Velocityurricur,B Zone) 1(i - / ®2017 EASTERN METAL SUPPLY. INC. j�' CENSF.T✓y BERTHA HVT. �L ECO 1 N� A.S■S■A■ Accordion Shutter System N V. BIADE 1 W/OR W KV. VWwC'AI BLADE z( * TILLIT TESTING k ENGINEERING COMPANY American Shutter Systems REV.KA DESCRIPTION DATE DRAWN BY: M.L •• T Qf l3Ss x.W.3an.sL.SL..3os.WIGWA GANOEns.Pu)IeM 371 Association, Inc. I OLD 15-0E0 /02/1 wTE: o6/oyl7 4268 West Roods Drive 2 PAon4 (305)671-1570.FeX (305)871-15]1 DRAWING No t� LyL anal:aneco♦aoL.a. Wad PDIm Beach, FL 33407 y -_'LS ••'••Rf.•••'�Gt�EE EB-0006719 Phone. (800)432-2204 . Far (561)209-8380 4 / 22 Q ee�� 1E WALTER A TLUT Jr.P.E .•P.E.`S3E) 'SVAURQjDATE FLORIDA Lic./44167 S SHEET 6 7 SEE END WALL TAILS ON 2HEEIS 10 A 18 `' SEE NOTES ON LOCK"RODS© 1W LOCKS©a OUT pg, IN INSTALLATIONS W/ 1 H v ** WD ALTERNATE HV LOCK ON SHEET 5. EXISTING CLASSHVT BLADE W HV CENT MATES ENIBLADE SLACK DET/JL ION W VALID FOR CENTERMATES APPLICATION WITH BIAbE 1 ®ai©•0 r8O4eT0 •®a" OR SEE END WALL CONNECTION ®`"©•0e0-06" —EXISTING Goss DETAILS ON SHEETS 10 & 18 I ©'O00 •©a'©•O•�- 3 1/4• _ 7' 6 1/2' 7' I 2•.2•r I/6•.0'-Y ; ( O.®oe®.®a®.®°RID' _.._.....- (6D63-T6 ALLOY)ALUM. OPPOSING I SYMMETRYCAL ANGLE W/(2) 1/4•e 1/2' AHCTAPCON I ANCHORS TO CONCRETE ©'®� CENTER AT S (S T/eoTra+)s— I l i ENTERMAT SMIN.SEPARATION y (4>/Ioa/2's.ws.ro m8E 11ox3/4•S.M.S.a 12' i _ W/ HV LOCK of !'Ly To cuss + I O.C. FULL LENW. (SEE SCHEDULE ON AT EACH ANGLE.(TYP) I f I I * SHEET 11) _ I Ilk I X, N Vr • I - * , „ 0 HYD HVC 10•®0e© ®«© ®on HVA pia®an©•O] ueO 10 ®e - --- COURED NCRETE LOCK AL HVEXISTING GLASS CONCRETE BLOCK WALL __V�© O �6R© O .1 _'-� —— _. ___— —__— — 10•®"_©'�,a"" ©°w— l — REOu�(LED nnc' '®°"�`®°A®'®q I SYMMETRICAL xls * IN ( �•�'�"�'` '� M1N MIN. SEPARATIONr CLASS+, `+,®'®a®`®e,(.dox@'',_,E�STY4 1 j� CENT A * r� j ©•®ae©•®«1O8 •®v (SEE SCHFOULE ON ,1 >r____ "®`® * ��J ril H (INTERIOR) ®.®ee O.®ee�•�aO SHEET 12) 1 i' SEPARATION ® a �—',` n • ______- I TO GLASS OPTgNA1 �? (SEE SCMEDl1LE I N (INTERxM) _ __—_—..__—__._.._..—_ _—_—.__.___ __—_—_—- ON SHEET 11) '� -CONCRETE OUANCHORS.VARS GRs a �I ' 16'O.C. - Z VARIES 4V 3 oul� Ge 6 1/2`MAX.sLAA OUT (EXTERIOR) H V E H V F** HVDeFTFFA�AA�i�yam. FLORIDA BUILDING CODE (High Velocity Hurricane Zone O 2017 EASTERN METAL SUPPLY,INC. _ BERTHA HVTM - IL ECO 1N�. A.S.S.A■ Accordion Shutter System H.V. BLADE#1 W OR W O KV. WNDOW BADE * American Shutter Systems NEVA. oEscePrloN wtt DRUM BY: YL TILLIT TESTING & ENGINEERING COMPANY a1� 6320 KW.36th.fit,fib sm,WRr.WN GARXH-FLORIDA$31 Association, Inc. 1 OLD 13-060 /02/1 DATE: oe/o2/17 ••• •`V 4 4268 West Roads Or- 2 1L Phone : St(105)8S71-1530.Fea:(3os)671-1ss1 DRAWING No X .L a-mac OH4coeem,com West Polm Beach, FL 33407 3 •••••••••�� t,/1 EB-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 4 $/ow, 7�I ZL WALTER A.TILUT Jr.P.E. FLORIDA Lic.Y 44167 5 SHEET o1JIJRE%DATE It 0 ALTERNATE INSTALLATION W HV "T" LOCK. HV MALE/FEMALE "T" LOCKS CENTERMATE5 & LOCKERS V BLADE SEE ENO CONNECTION DETAIL ON SHEETS 10 h 1B INSTALLATION In HV BLADE ..._ I' aLSnNc cLAss �u� ouT _.IN� ``;� BLADE 0SLACK DETa'�_HVF.D,lb ATED UN SHEET 8, '�-/ HD CENTERMATES AS WELL AS UNNERSAL FLOATHG RIN.`k 11 UETNL NDD-HW. #UKATALLEO ON THIS SHEET,MAY BE USED WITH THIS ALTERNA SEE END WALL CONNECTION w 19 INS TAR ALM SHOWN IN 7TMS SH - I i L 0'®w©•®„©•©"' pETeILS.ON SHEoo�/l 10 k 18 I ©.O.©w©•Q•®w (eons-Ta Aunty ALw •{perryIT Al,frll W/(2)1/4'•TAPGOn a/e• w®`" ( NAt) (OPTIONAL) ANCIIDRS i/Wo -- 110Y i p0A3/a'S.Ms.a IY' -�3 - -. ._�t (4)l10.1n's.Ms.TO NBEI O.C.NLL LETIMIT # IN (4)H.V. IN P. AT EMM A'KRL crn) I j� 30 HV "T" � N.v. I. . a aL+wm eolxl)e c 5 C' 3 / LOCK (INSIDE) l 5 l 2 �l l \ (D \D� ® ® \� OUT 31 oR®Z t I i 33 31 oa® 31 oR( 2 31 OB2 �17 I -1/4" 0-20 x 1 1/2" S.S.M.S. J-�3 —J (OPTIONAL)*SEE MOTE 8 FOR M LOCK®. W/ 7/8"M x 3/32" WINGNUT. (oPrIONAL)HDB—HVB AUT HDC—HVC -r LOCK.ON SHEET 5. * SYMMETRICAL HD CENTERMATES ©O HV '•T" LOCK (OUTSIDE)-' SYMMETRICAL HD CENTERMATES LOCK (INTERIOR) W1 LOCK LOCK (EXTERIOR) �� tSFWES 94N ALDYINUM .,�L (2024-T3 ALLOY)LARGE FLAWA TNW 0w©•OwC- •®w SHEET NUTSERT,PARI 0 0620. @-0- ®•0-©•®w AS WWUFACtURED BY AVDEL CHERRY TE%IORN.PARSIPPEW.NEW JERSEY ©•O a 07054 OIL EOLLAL. 2'®°A©•l`Y•'•O•®w e ®w® ®w® Ow 0 ® *stE Harts oA IncKIHr.xooz(s}A"o®Loris IDN sHFn s \• /F'• 3 'l- /� '-_.��t +R*urtRSLL FLDAT� aL•Ilc(�OETiLL HOD-rrA 5 \J SIJ i vµ,p lox uL Ctert_Ll APPLKI.Dors 1Wm eUDE., HDD—HVD#• FLOATING STACK �,17F4+......If-, FLORIDA BUILDING CODE (High Velocity Hurricane Zone Tsof- V. O 2017 EASTERN METAL SUPPLY,INC. BERTHA HVTM * I L E C O I hI C. A.S.S.A. Accordion Shutter Stem H V. BADE 1 W/OR W/0 H.V. WI BADE American Shutter Systems RL'v.No DESCRINTION DATE M.L. •r1�. '!k TILLIT TESTING R ENGINEERING COMPANY OF •7 Association, Inc. 1 OLD 15-0lO /02/102/17 • • 8355 N.W.361,.SL.St•.365.Ise—GARDENS.FLORIDA 3310 �• t 4268 WWst Roads Drive 2 4R Phon• (]05)07•-1530.Poa (305)87/-1531 No T •-mca:Du•coeooLcom Weet Palm Beach, FL 33407 y .14S3s/ ....'•'......F•�•�4 IA1t Ee-0006719 Phone: (800)432-2204 . Fax: (501)209-8380 e 171-122 Ya v iL' WALTER A.is # Jr. P.E. P.E�" ^Y•�`7t,1 URCy44TE FLORIDA Lic.Y 4416Y a e -POURED CONCRETE -_ POURED CONCRETE .POURED CONCRETE POURED OR OR CONCRETE CONCRETE BLOCK CONCRETE BLOCK WALL REQUIRED WAALLL OR CONCRETE ___..- _....______..j�' BLOCKALL REQUIRED __..OR CONCRETE -�__,..._ ...._- BLOCK WALL REQUIRED , - REQUIRED !EXISTING GLASS -EXISTING GLASS EXISTING CLASS CONCRETE ANCHOR -EXISTING G115S ( -- 2'MN, � O 16,O.C. 1- t MTO N.a ARA( J--4--y! I-..1•"�1•--1. -_(--�t+-2• YIN. .S-_- SCHEDULE ON SHEET MIN. 1SEPARATION MN SEPARATIONMN.SEPARATION 11 FOR BLADE(I)AND GLASS(SEE , I TO(iASS(SEE TO GLASS(SEE EO EO SCHEDULE ON SHEET ON SHEET 19 FOR SCHIEDULE ON SEET a) SCHEDULE ON SHEET 1/18•x3• MAX.- StADES Oh (/ 11 FOR BLPOE T.AND 1 FOR MADE'�AND 1 sONFOR SHEEr 19 FOR (6063-TB) CONT. `�'- I ON S EET 19 FOR 1 2. ON SHEET 19 FOR (LOCATE AT c\_ GLIDES m♦OI� ALUM.CLOSER _ ! BIAOES(�)k Irs-i T r—� BlA0E5 E QF 51DE• \ ATAEERHER SIDE MIN C 1/2•MIN OF .FUSE V OR 2"MAX. x-11 /10x1/2•S.Y.S. I 1� i (AS APPUC.4BLE)x2"xl/8'x0'-2' �,._j S.N.S. _____ ? 1 I6'O.C. ____ _ _ ?` _-—-—-� ALUMINUM CUP ANGLE - #10.1/2" / O 16.O.C. < i (8063 TB ALLOY)AT MID00GHT } �4•� (1)/1ox1/z'S.M.S. To(4 ` I ` (2)1/4.0 TAPCONS ANCHORS TO WALL AT I•D.C. (LOCATE AT ? �Yl / SEE DETAIL X FOfLjSIDE CONNECTION 1 OR �y A'0 EITHER SIDE OF L,;) it (,�OR (f� / OR SEE UETAIL X FOR-- �OR TO TRACKS �7 r SIDE CONNECTION /1^0`•G'Sr SEE DETAIL% FON.' - 7 TO TRACKS 8• «a'w,sl. r «6 .�-,8f-:�:•�3�a• i-�•V ,(�.��yJ ,L.• SIDE CONNECTION 4 -�J•L�-V^'y• - r - `a •Lr ��%"L- TO TRACKS I 7�;.•�- •�.. •A�3w \.�,• „�• �;•®w .,7(0- Go-C7i• 7«51.e71•"+ Cal- EN. D CONNECTION DETAIL(1 i END CONNECTION DETAIL 2 END CONNECTION DETAIL 4,' END CONNECTION DETAIL 3 POURED CONCRETE OR •REWIRED ONLY FOR SPANS GREATER THAN 12'-0- CONCRETE BLOCK WALL 4 GLASS ,-EXISTING GLASS r... GLASS �`4J) REQUIRED ------------ / MN.SEPARATION /19x1/2'S.M.$ MIN.SEPARATION _ To GLASS(SEE ro CLASS SEE s - - 0 16.O.C. SCHEDULE GLA S(SE D a�_- __— 7 - �__ -K6 1OR(8'OR(DOP j - SCHEDULE KXl SKEET • __ _ _ ___ _ it FOR BIADE�j.ANO CONCRETE \\t/2"MIN. 11 FOR BLADE 6'M1D - _ _- ]" J ON SHEET 19 FOR ANCHOR 0 NBLADESSHEET 19 A�FORr- __ h CRT`CJ ORIF}OR���Of, CONCRETE SAM(f,@ 4j) �.`/ t 2'O.C-, EQ +� i ANCHOR ` �r 016' ± 2 MN. s e ^1 L4 p —( p -- — �' 1 �!v�.R.�OR�I On 2 MIN. - ♦ SEE UMJIATIONS OF USE FOR - / 2'II/IN' ( BLADE UA ON SHEET 19 L� Ir,Ri�iDpn vRl\$ VIEW Y 5� 1)OR fi PLAN Of'(D OR DETAIL X POURED TE OR 9' END INSTALLATION CONCRETEE BLOCK WALL y01.�«�.�iw�1•�r ;6;•�7j•q�w�•7•ll�.v REQUIRED !6•,;,•Tw;6.7 • --- - •£�4-� :. n HV BLADE OR Al HV WINDOW BLADE INTO - @w1 rff 8 C7 CONCRETE OR CONCRETE BLOCK WALL, END CONNECTION DETAIL(5) @--0•@-R.a-C91- -- ON (k, -f3' FLORIDA BUILDING CODE (High Velocity Hurricane Zone /1I1�_PL, 4!�!_ 0 2017 EASTERN METAL SUPPLY, INC. _I'll BERTHA HVTM �,,, �1Cf Ns� ✓ `� 1 L E C O I N A.S.S.A. Accordion Shutter Stem eI.ADE y V. 1 w/Ext W/O KV. W► BLADE American Shutter Systems KV.N. DESCEFTM CATE DRAWN er: M.L. '• TATE ?T4 TILUT TESTING & ENGINEERING COMPANY Association, Inc. , OLD,s-Deo /oz/, DATE: x/oz/17 LAHC of • IT N.W.30N.St..s1..303.N III GM S.ROAM 331 d4268 West Roods D,.- 2 Plane (303)e71-1330.Pex:(3105)971-1331 DRAWING No ��s,•••••••'.10•••:/F0�'4 LLE, •-moi 8, o0i9.com West Polm Baoolt, FL 33407 3 17-122�] S/0 To IIt WALTER A.T,LLO Jr.P.E. PhUne'. (800)432-2204 . fax: (381)209-8380 4 /���( w�'%% ;V%DATE FLORIDA Uc./44167 9 SHEET 6 10 OF 20 SCHEDULE lE1 SCHEDULE #2tEDULE N3N3 SCHEDULE #4 IIQIES (I)L+: MAXIMUM ALLOWABiE SPAN FOR A 4 SEPARATION TO GLASS REQUIREMENTS 1K MAXIMUM SHUTTER SPAN* XIMUM SHUTTER SPAN*"L+" AXIMUM SHUTTER SPAN*"L+" GIVEN POSITNE A.S.D. DESIGN PRESSURE MAXIMUM SHUTTER SPAN L+ OR l-" (ft.) RATING. FOR INSTALLATIONS W "L+" OR '•L-" (ft.) FOR R "L-" (ft.) INSTALLATIONS R "l-" (ft.) INSTALLATIONS L_; MAX.ALLOWABLE-SPAN FOR A GIVEN (1) SEE BELOW FOR MINIMUM SEPARATION TO / INSTALLATIONS W W/ W CFNTFRMATES NEGATIVE A.S.D. DESIGN PRESSURE RATING GLASS SCHEDULE FOR SHUTTERS INSTALLED WITHIN HV LOCK , �of Or WANE / THE FIRST AT BOT ELEVATION OF BUILDING IO�RaY CENTERAAaTES. do ETRI g W/ TWO HV OR do W/ ONE HV LOCKS HV LOCK of f of HD LOCK W/ OR LOCKS OR 0 OR W/ NO LOCKING (z) PROCEDURE To DETERMINE MAXIMUM MEASURED AT BOTTOM OF SHUTTER. NO LOCKI ROD CENTERMATES & ONE HV LOCK OR SPAN FOR WALL MOUNTINGS OR OCKING RODS ® TOP/BO TfO ODS FLOOR/CEIUNG: W/ ONE HV LOCK ® W/ TWO LOCKING RODS OR W/ NO OCKINC (2) MINIMUM SEPARATION TO GLASS FOR SHUTTERS / ONE HV LOCK ® OR ® (VALID FOR MOUNTING(@ INSTALLED ABOVE 30'-0' ELEVATION OF BUILDING, ®TOP & BOTTOM ♦(SEE NOTE t.1� RODS •(SEE NOTES t.16 R ♦ SEE NOTES SHEET 7) GIVEN A POSITIVE A.S,D. DESIGN PRESSUREMEASURED AT BOTTOM OF SHUTTER IS 3'. RATING, DETERMINE MAXIMUM SPAN "L+" CONCRETE&WOODLWIr4IM CONCRETE&WOOD M.Xr„M1 CONCRETE FROM SCHEDULE. WAX' CONCRETE&WOOD INSTALLATIONS 0 ASA. INSTALLATIONS O As INSTALLATIONS 0 y INSTALLATIONS GIVEN A NEGATIVE A.S.D. DESIGN Pa4SMMM[ FLOOR/CETT TNG F WALL MOUNTINGS fM� P FLDOR/CEIUNG MOUNTING PRESSURE RATING, DETERMINE MAXIMUM MINIMUM SEPARATION TO DSC Cf.H D I RA7Wa WALL MOUNTING LIr/UNTRIG MTWQ @ (w I) (P.1)MI" OR SPAN'L-"FROM SCHEDULE. Ip.rfJ (µ..f.) FLOOR/CEILING MOVNTIN6 (. -) FLOOR CEILING MOUNTINGS (�Or_7 It on_) FLOOR WALL MWNONG SHUTTER W/ ONE LOCK WITHOUT LOCKING RODS M L-(U112*-r 1-(8) L+ (9) L (6) l+ (8) l-( L+ (K) L-(6) FINAL MAXIMUM ALLOWABLE SPAN IS EQUAt TO THE MINIMUM DETERMINED SPAN INSTALLATION W INSTALLATION W JO 13'-2' 16'-0' 16'-0" 30 12'-3" 14-9 30 13'-1" 16'-0" 30 13'-2` 16'-0' SHUTTER / / 35 12'-8' 14'-10' 14'-10' 35 11'-9" lY-8' 35 12'-7' 15'-7" _ 35 12'-a" 74'-10' BETWEEN 1+"MTD 'L- SPAN CENTSYMMERMATTIRES OPPOSING 40 12'-3" 1J'-f0' 73'-10' 4012'-8" 40 12'-2' 15'-2" 40 12'-3" 13'-10' (3) PROCEDURE TO DETERMINE MAXIMUnICENTERMATES CENTERMATES IS'-1' 45 11'-1` 12'-0" 45 11'-9` 14'-3' 45__ IV-11' 13'-1" SPAN FOR COMBINATIONS IN BETWEEN 105" 3 3/8Y 4" WALL W/FLOOR/CEILING MOUNTINGS: OR LESS 50 1V-7' 12'-S' 12'-5' 50 10-911'-5• 50 11'-8' 13'-7" 50 11'-7' 12'-5' 105'TO MAX.1'-4' 11'-10" 11'-10" 55 10'-8' 10-11' S5 ..,,_11-3` 12'-11' 55 11'-2'_ 71'-10" FOR A GIVEN POSITIVE A.S.D. DESIGN ALLOWED 3 7/Bi 4" _80 tt'-1' 11'-4' 11'-O" 11'-4' 60 70'-3" 10'-5` so 11'-0" 12'-4' 60 10'-2' 10'-11' PRESSURE RATING: ---- 65 10-10 iD'-10' 10'-7' 10'-10' 65 IO'-0" IW-O" 65 10'-9' 11'-11' 65 9'-S' 10'-i' DETERMINE: a USE 2 I/2'FOR HD TOCK(®�+_�,��y�y OR Q+®, _ L,+- MAX.SPAN FOR WALL MOUNTING USE INDICATED VALUES FOR HJ_CENTE OR TES. 70 10'-8' 10'-6' 10'-2` to'-6' 70 9"-8' 9'-8" 70 10'-7" 11'-5' 70 8'-9' 9-4" INSTALLATIONS. L2+- MAX. SPAN FOR FLOOR/CEILING 75 10'-7" t0'-t' 9'-10" 10'-1' 95 9'-4' 9'-4" 75 70'-C 11'-1' 75 - 8'-9' MOUNTING INSTALLATIONS. MINIMUM SEPARATION TO G ASC_ SCH D 1 F: 80 9'-10' 9'-9` 9'-T 9'-10' 80 9'-O" 9'-0" 80 10'-0' 10'-9" SHUTTER W/ ONE LOCK A TWO LOCKING RODS OR 85 9'-6'_ 9'-6` 8'-9• 85 9'-9" 10'-5" FOR A GIVEN NEGATIVE A.S.D. DESIGN WITH ONLY TWO LOCKS 90 9'-3` 9'-3" 9--o" 9'-3" 9O 8'-8` 8'-6' 90 9'-5' 10'-t` PRESSURE RATING: DETERMINE: SHUTTER INSTALLATION W/ INSTALLATION Wj 95 9'-0' 8'-9' 8'-9' 9'-0` 95 8'-3' a'-3" 95 _ 9'-2' 9'-10' L,-- MAX. SPAN FOR WALL MOUNTING SYMMETRI$PAN � OPPOSING 100 _a'-9' 8'-4' 8'-6" 8'-9' 100 E'-1'_ 8'-7' ta0 9'-0" INS7ALLATKINS. CENTERMATES CENTERMATES 105 7-11" V-11' 105 W-9" 9'-4" MOO MAX. SPAN FOR FLOOfl/CEKING ' 105' _ MOUNTING INSTALLATIONS. �LLSS 2 3/4'• 3 3/16- 110 a'-4' 7'-7" 8'-2' 7'-11• 110 7--8" 7'-7" 110 W-7' 9-2" d MAXIMUM SHUTTER 175 W-2` 7'_3• 8'-0... 7'-7' 115 7'-6' T-3' 115 8'-4` 8'-11 FINAL MAXIMUM ALLOWABLE SPAN IS EO >105`TO YAX SPAN "L+"OR "L-"FOR ALLOWED 3 //4' •• 3 1/4" 120 a'-0' 6'-11" 7'-10" 7'-/' 120 7'-4' 6'-11" 120 8'-2' __8_-9'_ INSTALLATIONS INTO WOOD TO THE MINIMUM BETWEEN `Lt+". "L2+", "L,-'AND L2-` rr USE 2 15 `- - - SHALL BE LIMITED TO 105 /16"FOR HV 'T"LOCK W/In 125 7'-10' 8'-a" 7'-8' 7'-0' 125 V-3_ 8'-8' 125 _ 8'-p" 8'-5' al. DESIGN LOAD. arr � 73L7 Y-D• 6'-5" T-6' 6'-9" 130 T-1' 8'-S" 130 T-10' B'-Y P (4) CO TO ANCHOR SCHEDULE WITH FINAL USE 4 D V FOR MV H LOCK ER AT MAXIMUM ALLOWABLE SPAN AND NEGATIVE USE INDICATED VALUES FOR HV CENT MATES. 135 7'-7' 6'-2' 7'-4" 8'-8' ISS 6'-I1' 6'-Z' 735 7'-9' 7'-9' A.S.D. DESIGN PRESSURE RATING TO 140 )'-5' S'-11' T-3' 6'-3` - 140 W-10" V-11" 140 7'-7" 7'-6' DETERMINE MAXIMUM ANCHOR SPACING. MIST IIeTION LEGEND 5,_9. -_Y-1' 6'-0' 145 8'-8' S'-9" -145_ 7'-5` '7•_3• 130 7'-2" 5-7" 7-0' 5'-10' 150 6'-T _ 5'-7" 150 7'-4' 7'-0` CONCRETE 6 MAN 1 WOOD 155 7'-0' W-5' 8'-ID' V-8' 155 W-6' 5'-5" 155 7'-2" 6'-9' t H.V. CORNER CENTERMATE/3 MAY 13E 160 6'-11' S'-2' 8'-8` 5'-8' 160 7-5' S'-2' 180 T-1 6'_7" USED AT ALL MOUNTING INSTALLATIONS. LOCKING WALL A.F. B. C. D, E. Y, N,O, P, 0.R, 5'-4" 165 6'-3" 5'-1` 165 7'-0' 6'-4' SPECIFICATIONS SHALL BE AS INDICATED ON MOUNTING F, K k L. S&V. _ 170 8'-9" 4'-ti" 6'-7 5'-2" 170 W-2' 4'-11" 170 8'-11' 6'-2' MANDATORY CONDITION/2 NOTE /5. SHEET 5. FLOOR/CEILING 175 8'-7' 4'-9' B'-S" S'-0' 175 _ a'-1' 4'-9" 175 8'-9' 8'-0' MOUIJTING G. H, 1, 11 + J. T, U. W & X. j8p 8'-6' 4'-a" 8'-4' 4'-f0' 180 8'-0` 4'-8' 100 6'-8' S'-10" tt EXCEPT THAT MAXIMUM SHUTTER SPAN l+"0R T=AND MAXIMUM ASLO. + M. ._ __ _.-�. DESIGN PRESSURE RATING FOR WSTAIATIONS INTO CONCRETE OR CONCRETE 185 6'-S" 4'-6" 6'-Y {'-9' 185 5'-11" 4'-6' _ 195 BLOCK SHa1.BE UNITED AS FOLLOWS: ///��� 190 6'-4` 4'-5' 6'-2" 4'-7' 190 5'-10` 4'-5" 190 8'-6" S'-8" 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +84,-72 p.a.f. / , 1 u\/ BLADE 195 6'-3" 4'-3' 6'-1` 4'-8' t95 5'-9` 4'-3' 195 8'-5' _ 5'-5" AND 8'-0` SPAt (`'// n �/ - 200 W-2" 4'-2" 6'-0' 4'-5" 200 S'-9' 4'-2' 200 6'-4` S'-3` SEE MOUNTING ON SHEET 7. 205 6'-0' 4'-i' 6'-0' 4'-3' 205 S'-8' 4'-1' 205 6'-3' 5'-i' FLORIDA BUILDING CODE (High VelocityHurricane Zune j7t2 A O 2017 EASTERN METAL SUPPLY, INC. d'LL'P���� rZ '.. : BERTHA HVTM �tAt •L ': ...A.S S A Accordion Shutter Stem FEV. MADE 1 W oR W/O KV. W11 aBLADE14'? 14�!T • American Shutter Systems AEV.Nc DESCRWTM DATE DRAM er: M.L. R 'y TILLIT TESTING & ENGINEERING COMPAN. s� ' M5 N.W.-M SL..sM._co.-0-G 11s.iL=w:;.E Association, Inc. L GLD IS-08o /02/, aTE: D81Dz/17 S BF 4268 west ROaar Un- Pt..an.:(305)877-1530.Fa.:(305)871-1531 z DRAWING No �'•" F Q' t+ a-mail tiff o Q I.wm Wort Palm 84t7Ch, FL 33407 3 Ee-GOD47,s Ph— (800)432-zea . For: (561)209-83e0 { 17-122 .. ,.\ tl WALTER A TWT 11,P.E. >afs1 BtNgiEt FLORIDA Li..#44787 3 SHEET �•'TYAL"TS'�S L•7 4 11 OF 20 ooi o1MOMM It.m ®®mmmomom�®mm��mm mmm��oo�i ®moo��A®m��o on�'"ono&Rmo iii�iimmmmn000mmm0000�mmmn�no��mm0000=mmmo�oom000ng000 �mmmono�o�mmm000m®m�or�000�moo�oo�®m ®p�oonoomo mmaanoo p mm oov mm mmmoom on000m© .. mmmE7O0 O 1111130" O"m®m0000[�0m OO mmmOd00p 00000M® mm0ODi7mfi0mit7000mmmmm � DOQtmmO®Om=mmm[�® ppopo m0© ' mmmoo®m=mmmnogm=mmmv� o©Mmm0000=mmmon�i'omoommmo©o mmm000O=®m0oo O®mmmOO OD m®mOO===mmmOO®Op OD O®®O mmm00® m®00O['®OmmO ODD m mO ==mmmfL![117® DO®mmm0 mmmn000ioi mmm�noeum mmmonn�m mm�mom�oo mm�aom000 monr�mmoo mmnn©mpmmm v =mmm000 mm mo m oo®ppoc•n v®o �mmmmn®`'ioa'��imm00000�mmoovoomoNf0000c`�moc�®0000 �©�o mmom mmm0® ]Op m®mOOO=O mm0000O mMOO=p mmmO=p=po©© ®0© _ m®m0©000m®mOAvoom M®"000ng W3 mO 000O�E094 mmm0©pppmmm000pp��m000ppiLlmmppppp0mm�®p�popp®pp®oo •. 8mmmQlm®pp=mm00�loO ®mm[Q�opoo�® 000=oKOM mmoppoo®©pppo ' '• ®mHm mmaaBmn�®Oammm�mm®Qy[o��oppmm�mmm mmmpmoppppl7oQo�®jDpp ©oo��KRE! ommooEimmme M =mop=m®D©�OCf o�� ®O OO 0®K moOOm®m0000O �'im0000am®M im ZU oOooO j Fp�ppo ' mmm�o===m®m===== mm=== mi Nomom=p�mp�ppp=p��®®O=o ®��oo$OOOmmmoOOOo0�mmmm �M MON= ®OpO=pOppmO=OO =ppo m no=�a mm��ppmpoom=pilpommo�o�oo��®oogOo= O000000OD�O�oOo mm pO p U1 O mm mm pO pmmmmmlm®oo ==mmmp m �lOpm pO �lmppppOOOoOOOoo®® ppm ®O�==IooOO®00000O�®00000O�m�oo�oo�am====O92 Oo 0=�70 pO =p am==== 92 O • . e , �Nommusummo��000�®1M mommoommumm MEN MARINO mmmmmmmmmm m0O mm • ®m000immm mpmioo�mmmuim 000mooim mmmm0000000mopm�il==="M®pmop=ooTILLIT TESTING & ENGINEERING COMPANY I American Shutter Systems • • .. '�5 NW 36W StSl--305,�RG-GNMC.S.FLOROA 1116,z Association. Inc. • , FLORCA UC.1 44167 o��� SHEET2 Or 2D MAXIMUM ANCHOR* SPACING (10,) SCHFDLIL FOR A GIVEN LAY SHUTTER SPAN ASD *SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES AND A CORRESPONDING NOLNONC TYRE FOR CONCRETE INSIAI l ATIM (SEE MOUNDNCS E.G.h H ON SHEETS 5 S 7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POU w coica E (A) TO EXISTING POURED CONCRETE: (Min. rc - 3 ksi) MAXIMUM (J)WALL SILL MOUNTING ©CEILING MOUNTING @ FLOOR MOUNTING ANCHORS SPACING LIEGEND - 1/4.6 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED HY I.T.W.BUILDEX. (Min. rc - 3 Tui) SPAN - - t/4Y x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW, BOLT h SPECIALTY COMPANY. (Min.I'c-3 kih) DE9GN NEOA LM11_ AS.D.DESIGN NEGATIVE LOAD _ ASD.DESIGN NEGAI'NE LOAD TAPCON WITH ADVANCED - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. (Min. rc- 2 k.i) 30 40 0075 90 120 100 205 ]0 40 60 75 90 120 160 208 Jll 40 00 75 90 120 180 205 THREADFORM TECHNOLOGY - I/4•TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC.,AND DISTRIBUTED 8Y ALL POINTS SCREW,BOLT&SPECIALTY 1 1 10 9 • 0 6 a3 11 17 iD D 14 12 10 9 0 6 COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION INC. 3'-0' _ _ _ _ _ _ _ - - - ALL POINTS SOLID-SET Min.{c- 3 kei t{ lx 10 0 6 0 0 6 ( ) BLUE TAP W CAP NOTES: DR 11 12 f0 9 6 t t 6 N 12 f0 9 • 0 8 6 14 12 10 0 0 6 6 S A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ANCHORS IS 14 12 10 1 6 s e 1 14 12 10 9 D e 6 f 14 12 10 9 • e 6 6 TAPPER+ 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS i5 1 1/2'. 14 1 11 f0 9 t 7 .5 3.5 14 12 10 1 t 6 [_4 f 14 12 10 / S t 0 5 "- - - - - - - 14 12 10 9 0 e 6 53 A2)MINIMUM EMBEDMENT OF 1/4'6.3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/6'INTO THE POURED CONCRETE. NO EMBEDMENT 4'-0' 14 1x 10 9 0 s e- 4 -�a ix 10 9 0 643 14 I2 10 0 • 6 4 3d INTO STUCCO SHALL BE PERMITTED. 1/4.0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND 14 IY 10 9 • 0 6 Ia 14 11 f0 9 0 60.0 14 III 10 9 9 0 0 13 sLc uW"[ATIONS cF USE Fat+ 1'MINIMUM FOR WALLS WITH NO STUCCO. 4 12 10 t 73 S.5 33 - 14 lx f0 9 0 • 11 IZ 10 / 0 7 S.5 4 elAOE uox sHECT 19 _ _ _ _ _ _ _ _ _ _ _ _ _ - 14 12 10 9 0 s 6 {3 A.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL.OR FLOOR S_D 14 12 10 9 0 7 4 - 14 12 10 f 0 8333 14 12 t0 a 6.5 5 33 3 ANCHORS SWILL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON i{ 11 10 9 0 73 4.5 - 14 12 10 9 0 t43 14 IZ 10 9 0 e {3 .75 NOTES A.1)6:A2)ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER,FOR 14 12 9.5 7d e.S ♦.S - - 14 11 70 9 0 7.S 4 14 12 10 9 0 0 ♦.5 !.S INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20A _ _ _ _ - 14 12 10 9 e 6d 5 7.5 6.-0. T4 12 10 -Orr-5-5.5. 3 - 14 1! 10 aS 7_5.5 3 14 12 t 6d 5.5 4 3 - (6) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 14 11 10 0 • 6 - - 14 12 10 9 66d .75 14 12 10 8.5 0 5 4 - - 1/46 TAPCON WITH ADVANCFO THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W. BURAER. 14 11 0 6.5 S.5 3 - - it 12 10 0 it 6.5 4.5 3a 14 11 10 0 7 D Sd S - 1/4'6 x 3/4'ALL POINTS SOUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT @ SPECIALTY COMPANY. _ - - 14 IY 10 0 7.S Ob 4 } - 1/4'6 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 7'-0' 14 17 10 0 fd 4 - - 14 12 9 7a 6 4d 3s - 14 10.0 7 5s 43 ].S - - - 1/4'6 TAPPER. ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT 4:SPECIALTY 14 12 10 aS 7 1 11 12 f0 9 73 S.5 4 - 14 12 9 7 7.3 4.5 - - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION INC. 14 11 7 ab 4.5 - - - 14 12 10 0 73 5d 4 - 14 12 9 7 9 4.5 3 - NCIES: _ _ _ _ _ _ _ _ _ _ _ _ _ _ 14 11 /0 0 6d 5 B.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF BLUE TAP W/CAP ANCHORS AND TAPPER+ ANCHORS IS 1 1/4'AND TAPCON WITH 8'-0 I4 /x 9.5 7 a5 3 - 14 ix a 0 a5 4 ] - 2.5 9d e 3 1 3 - _ 14 17 9d 7.5 B - 14 11 9.5 0 11.3 5 - - 14 12 6 6 Oa 4 - - ADVANCED TNREAOFORM TECHNOLOGY ANCHORS IS 1'. 13 9. 6s 14 12 10 0 aS 5 - - 14 12 a 6.5 5 4 - - 8.2)MINIMUM EMBEDMENT OF 1/4'0 . 3/4'ALL POINTS SOUO-SET ANCHORS SrW1 BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK. NO -_ - - - - - - - - 14 12 0.5 7 6a 4 - - EMBEDMENT IN10 STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 9-0' 4 11.5 7d 6 4 - T4 11 7 5.5 S aS - - 11 a 33 4d 3.5 - - 14 12 S ed 4.5 - 1{ 12 0.5 7 6d 4 - - 14 103 7 a5 EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. Ly 6.5 4 - N IZ 9 7 6 43 - - 14 11 7 5.5 4.3 8.3)IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. _. /4 17 0 6 _S- 4 - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 10'-0' 11 10.5 7 3 - 1; 9a 6.5 5 ♦ 3 - - 10 7d 5 4 ! - - - NOTES 8.1)&8.2)ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EWS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 14 11 7.5 Sd - - 14 11.5 9 0 5 4 - - 23 0.5 6 5 4 4 - - FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. O.5 y y _ _ _ _ - 1{ fI 0 d sb 4 - - 13 10 0.s 5 4 3 - - _ _ - - N 10.5 7 5.5 4d 33 - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER, 11'-0' 2S eb S _ 6 1.3 4 3 - - 9 7 4.5 33 3 - - - 14 10 7 - - 11 146 7 6.6 4.5 - - - 1.5 0.5 5.3 4s .7S - - - (D) SEE SCHEDULE BELOW'FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9.5 43 - - - - - 14 11.5 7.5 6 3 - - - 12 9 6 4.S 4 - - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: 13 10 83 5 a - - 12-0' 1.5 l5 65 - 11 S 53 4 3b - - - 0 6 4 3 - - - - MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW.FOR E. D.LESS THAN THE INDICATED.REDUCE 13 93 6s b ♦ - - - 03 0 5 4 - - - - ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 33 93 0 - - - - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 9 aS - - - - - - 14 0. 7 a5 43 - - - Il ea Sb 43 38 - - _ _ - - tx 9 e 4d 4 - - - FACTOR AL 13'-0' 0.5 t - - - - - - 10 73 5 4 3 - - - 73 5a { ] _ EDGE W/ADVANCED THREADFORM ALL PRINT SOLID SET TAPPER + 2.5 is _ _ - - - - 12 9 • 4.5 4 - - - 9.5 7 5 4 - - - - BLADE OR DICTANCE BLUE TAP W/ CAP MIN.SPACING MIN.SPACING 13 1.5 f3 S - - - - 0,517.5 3 4 - - - - E O. S' 4' MIN. SPACING -3_1/2' MIN.SPACING- 3' 3 3/4' 4' ay 6a 4.5_ - - - Q1 V BLADE W/ POURED OOCROE OMEREIE iEDCK POURED CONCRETE a POURED CONCRETE A poLM CONDRI IE CO3oR IE ULM 14'-O' - / 7 4.5 3b - - - - 7 S Sd ] - - - YN EII•1 1/Y MN EA•2 1/2' CONCRETE BLOCK CONCRETE 13LOCK MN E0.•3 1/2' MIL E4.2 141 1.5 0 - - - - - - 11- ! .as 45 - - - - 9 6.5 4.5 - - - - - MIL -3 IJr TER EDS' 12 - - - - - 9.s 7 4. - - - - - 3' 0.90 1.0 0.70 t.D 0.54 1A - - NG - - _ -_ 9LADE WORKI 2I/z' 0.91 1.0 0.67 1A 15'-0' 11.3._4_ _ _ _ _ _ 6.3 5 ! - - - - - IN UNISON ♦ - _ 10 - - - - os s s2' 0.71 - .. - oat - 0. 5. - - - - 9 6.S 4 - - - - - 1 3/4• 091 - - - 0.43 - l0 7a 5 - - - - t t 0.35 9.5 _ - /.s 7 s - - - - - s s 4 - - - - - FLORIDA BUILDING CODE (High Yelocit Hurricane Zone 0 2017 EASTERN METAL SUPPLY.INC. BERTHA HVTM F7iL E C O INf . A.S.S.A. Accordion Shutter System KV. BLADE#1 W CR W/O FLV.WINDOIv BLADE l"• * TICCIT TESTING k ENGINEERING COMPANY American Shutter Systems REV.No DESCIOPTKW DATE DRAMBY: M.L • ee /1L � 6355 NW.)BTA.SL,s4.305,NR9eM WRDTNS,iLOR10.A 331 Association, Inc. 1 OLD 15-0110 /02/1 DATE: 00/02/17 O ATF V+I '+�, Pho (305)071-1330 Fo.:(305)1171-1531 <2B8 west Rood. Driva 1 DRAWING No 4V,4 .-mac IinecoWom.com West Polm Beoch, FL 33407 3 � ' ��ORIOP:',a4�'Lt ES-0006719 Phone: (800)432-2204 . Fax: (.501)209-8380 4 17-122 U /�}�� ��aapy� / WALTER A.PLLIT JW.P.E. py.,S. �iE FLORIDA tic, 111 44167 6 SHEET f 13 OF 2 e y{ r4yjm i� -14N i T Ci y o I W J r^ K v � y z vn 8 ^ CC —1 z v zl a 1 m O o .g-Za oz" o� W� 4 E >_ �o� awl-. m gvo + CI °• aw °1 _~ ~ W 2 7Uww T V v a yy11 N v Opt a r • lance J���O �� ,K .=1 O Vi > a O a m 0 6 >aK U �' O yj od n = QCD ; a a� u o(f� nQE 2i�^ naa Vmaa Vlnnl laAl lallim IlYlll lvl llhllllhll ln'lllnlll lil � WS>,SPiS 2 iJ 1'1 neHa Hanna YaNaHH V�rAnV♦ Ia^ I IHnI Ianllnil lHl llal 111 � =�OY$y sj x..........laa... .Ha�NH n;ya�a Vin V l e l I I H I I l n I� W R^3�¢. ° YYn A y21r la aenHa .Ha aaa H;ana nnrl,Y la =nnx:WLL S HH..HaaH annH an n�annn,aaaYeaa�an,ann N W .JJ1 p HIa H n ;I1♦ nH Han Ha Ha Halla HHaa Ha aanH H�n nIn HHHreHe HnHHH nlHnaa titfi V J QI< R noal.n H a a a H a a Han n n nH n.a n nn aanjne HnnnnH Hann d2� ......... 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INC BERTHA HVTM "� - Accordion Shutter Systeni TM LTECO • . . RV. WNWWr I American Shutter Systems INEERING COMPANY TILLIT TESTING & ENO • 0 Ph-(305)671-1530.F..;(305)871-1531 4268 West Roads Drive Fos: (561)209-8380 �, ,. ©�� MAXIMUM D SIGN PRESSURE RATIN (n f AND CORRESPONDING MAXIMUM ANCHOR+ SPACING (in) SCHEDULE FOR dais N MAX. cHItTfER SPAN NEGATIVE ASD DESICN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE. (SEE MOUNTINGS ON SHEETS 16& 17). u B �---TfRATE SOUTHERN PINE No. SPRUCE PINE 1/2" MIN. CDX G-O.Ss. SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH U 2 w MIN. FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G-0.43 W/ MIN. G=0.36 PLYWOOD . =p p W/ W/ MIN. G=0.43 W MIN. G=0.36 -.Um SPAN(NI CEILING MOUNT T CEILING MOUNT T CEILING MOUNT T WALL MOUNTINGS WAIL MOUNTINGS WALL MOUNTINGS WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS M, N. 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS P & 0 S&V S &V S &V w & x w & x w & x ®m am RINK elD u ON IKQK RINE MRe na WM RINK ON aper IMUS RINK BIDE Asn KM IRWE RINK"S ON KM[TeNR Ill"yf n 931m am MM was W no IBKE nm1E 1FRL se a m am""a am aft no IBM RINK eas _. _. _ _ --- _...... -- _ _ ._ .. 30 40 60 75 90 OS 30 40 80 75 90 OS 30 40 60 75 90 05 30 40 80 75 90 OS 30 b 60 75 90 05 30 40 60 75 90 OS JO 40 60 75 90 105 30 40 80 75 90 OS 30 W 60 75 90 05 30 40 60 7S 90 05 -0'OR 72 10 10 9 8 8 6 5 6 6 6 8 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 8 6 8 6 6 5 4 4 4 3 12 1Z 12 12 12 12 12 12 12 12 12 72 12 72 12 12 12 72 4'-0' 12 10 10 9 8 8 6 6 8 8 6 8 12 10 10 9 6 8 6 6 6 6 6 6 12 10 10 9 8 8 6 8 6 6 6 6 6 5 4 4 4 3 12 12 12 12 1T 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 10 9 B 8 6 6 5 6 6 5.5 12 10 10 9 8 8 6 6 6 6 6 5 12 10 10 9 8 7 8 6 6 6 B 5 6 5 4 4 t 3 12 12 12 12 12 12 t2 12 IZ 1Z 1Z 12 12 12 12 iZ 12 0. 6'-0" 12 1D 10 9 8 6.5 8 8 6 6 S.5 4.5 12 t0 10 9 8 5 6 6 8 .5 5 4.5 12 10 10 9 6 .5 6 6 6 6 5 45 6 5 4 4 3.5 - 12 1212 12 12 12 12 12 12 12 12 12 12 12 12 12 to 6.5 7'-0' 12 10 10 9 6.5 4 8 6 8 .5 A t 12 10 10 9 S 3 6 6 6 5 4 3.5 12 10 10 7 J3_ - 6 6 6 5 4 3.5 6 5 4 4 - -_12 12 12 12 12 12 12 12 12 12 12 10. 12 12 t2 0.5 5.5 7.5 8'-0' 12 10 10 7.5 4.5 3 6 6 6 5 4 3.5 12 10 10 8 3.5 - 6 6 S .5 3.5 3 12 10 TO 4 - - 8 B 'J14.5 .5 3 6 S 4 - - - 12 12 t2 12 12 12 12 12 12 12 tl 9.5 12 /2 1.3 9 7.S .5 V-0" 12 10 10 S 3.5 - 6 6 5.5 .S S.S 3 1Z 10 9 4 - - 6 6 4.5 4 3 3 12 10 4 3 - - 6 6 4.5 4 3 3 6 5 3.5- - - 12 12 12 12 12 0. 12 12 12 1. 9.5 8.S 12 12 10 8 .5 .S 0" 12 10 7.5 4 - 6 8 5 4 3 - T2 10 8 3 - - 6 6 4 .5 3 - 12 10 3 - - - 6 6 4 .5 3 - 6 5 - - - - 12 12 12 12 1. 9.5 12 12 12 0. 8.5 .5 12 12 9 7 6 5 11'-0' 12 to - - 8 6 4.5- - - 12 10 4.3- - - 6 .S S.5- - -M21 - - - - 6 S.5 4 - - - 8 5 - - - 12 12 t2 12 10 8.512'-0' 12 - - - 8 6 4 - - - 12 10 3.5 - - - 8 5 3.5- - - - - - - 6 53.5- - - 6 5 1S'-0' 12 6 6 - - - - 12 10 - - - - 6 LS - - - - _- - - - 6 4.S - - - 8 4.50' 12 - 8 5.5 - - - - 12 7 - - - - .5 4.5 - - - - - - - - .5 .5 - - - - 6 3 1S'-0' 12 - - - 8 - - - - - 12 - - - - - 5 - - - - 12 - 6 - - - - - 12 12 11 9 7.5 5 12 12 6.5 7 8 ♦ 12 9 6 S 4 - 16'-0" 12 - - - 6 - - - - - 12 - 6 - (1 ) HV BLADE OR nl HV BLADE Wf �A HV WINDOW BLADE WORKING IN UNISON* 61A:E,,«�=HEEL IE t NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL.FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 3.SUBSTRATE SNALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No.2 W/0-0.55(N.D.S) - 1/4•.TAPCON ANCHORS.AS MANUFACTURED BY I.T.W.BUEDEX W/MINIMUM EMBEDMENT AS INDICATED A) -DOUGLAS FIR W/G-0.50(N.O.SJ EACH SECTION ON SHEETS 16& 17. -SPRUCE PINE RIR NORTH W/G-D.43(N.D.S.) EXCEPTION:SEE NOTE 2 BEEDW -SPRUCE PINE RIR SOUTH W/6-0.36(K&S.) -MIN. //2•COX PLYWOOD(1966 APA) 2.ANCHORS To HOLLOW COLING SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST Of LAC SCREWS AS PER NDS 2015 SPECIFICATIONS. 4 ANCHORS SHALL BE INSTALLED FOLLOWING ALL Of THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE (High Velocity Hurricane Zone ,'w P1• T/� .� ®2017 EASTERN METAL SUPPLY, INC. p� E• ?�: BERTHA HVTM ASS A L ECO Accordion Shutter Stem 7 ■ ■ ■ ■ KV. BLADE 1 W/OR W H.V.W MADE * American Shutter Systems REV.N. DESCRIPTION DATE DRAWN BY: M,L .•* TIWT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-0e0 /02/1 DATE: 0e/02/17 E75s N.W.3Em.EL,$W.30.VRGau GAIDENS.FLO.»IE 4268 W.st Rooae Ur.- 2 DRAWING No P1wn.:(305X171-1530.F.A (305)871-1531 WeEI POIm Beach, FL 33407 O '•. F .-mol:6R.e.e..L�.P 3 Y E8-0006719 Phone: (800)432-2204 Fox: (561)209-6380 4 7-�22 �S+''•.....•••'' It, WALTER A.TILLIT N.PE. y SHEET p•€!S'1n.rx�N, i�Jy, FLORIDA uc.i 44167 1 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (1) HV & I& HV* BLADES (AS APPLICABLE) MAX SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE 1 ONLY SHALL BE LIMITED 0 105.0 s . A.S.D. DESIGN RATING, SEE SHEET 19 FOR MAX SPAN & A.S.D. -- ---'-- `-- X1/4.0 TAXON WITH ADVANCED DESIGN PRIESSURE RATING FOR INSTALLATION WITH BLADEJ) & A WORKING IN UNISON THREADFORM TECHNOLOGY _ --- -- •—THRE TAPCON WITH ADVALOGY CED OF 1 1/2'Yin. PENETRATION iHREADfORY TECHNOLOGY -- -- OF THREADED AREA TO - W/ 1 1/2•Min. PENETRATION I EXISTIhY.WOOD HEADER. OF THREADED AREA TO " �OR (SEE SCHEDULE ON SHEET 15) EXISTING WOOD HEADER. I MN.�ARA7NlN 4-o GLASS(SEF j (SEE SCHEDULE ON SHEET 1S) ¢ SCHEDULE ON r— It FOR BLADE NUTS O 12'G.C. Ll WD - ®' 1•Yh(-- 1/4.0-20.3/1•S.S. MACHINE SCREWS E%ISTWG I OH 9kEZ 19 FOR EO-' W/ 1/4•-R7 ® I ON WALL- vnNISH/ II y `.• FINISH ( NISM �'� -�. -OPTIONAL I ) 1 V ~-.WALL � \ y ."•` EXISTING MIN. -aJ� nNISH i....... t i `�' I WOOD HEAD•ER•REOU RED --QOR ®O E%ISRNG MIN. Y -- - ` ' 3 `-..2•.4-WOOD L _ \-1/4"0 TAPCON WITH ADVANCED OGY EXISTING y UK SEPARATION I HEADER SEPARATION ) W/THR�/2 YMin. PENETRATION CIA55-j7 TO gA55(SEE MIN.SEPARATION 2'.4•CONT SILL + SOEOUE ON 5):lEET 1 TO GLASS _ PLATE REO'D. /-- MI THREADED AREA O 1!(— It FOR BIAOE(F1�1RAJq I EXISTING Y' -(SEE SCHEDULE-`- 1 YIDWIDTH OF W000 PLATE. ON SHEET 79 GLASS--y ON SHEET I1) i (SEE SCHEDULE ON SHEET IS) OM HV WALL HEADER INSTALLATION (N)HV WALL HEADER INSTALLATION (O HV WALL SILL INSTALLATION T.._.._..—.. ..-.. .. YIN. SEPARATION EXISTING r YIN. GLASS10N I k TO GLASS GLASS—{ YIN.SEPPRATION TO GLASS � ' "(SEE SCHEDULE TIT GLASS EXISTING I {SEE HEEEOIIL, R1:J EXG�S r� ON SHEET 11) 2'x4'CONT. —(SEE SCHEDULE GLASS- ON SHEET 11 WOOD PLATE ON SHEET 11) ' - l \7 .. 1A 1/4-0-20.3/4-S.S.S. / MACHINE SCREWSREO'DMACHINE CREWS WUSING 1/4'-20 NUT S/4' 20NUT$O WALL 12'O.C. � O 12.O.C.— FINISH lii,ll fflOR® �] ,r , let 1 , OR 1 . } 2•x4'CONT 1 ,' `-E WOOD PLATE --E EO--1 ftt1UUU I \ 1'Yin. REO'D ),.' �1•Min.-- } _1/4.0 TAPCON WITH ADVANCED -1/4'0 TAPCON WITH ADVANCED x`1/4.0 TAPCON WITH ADVANCED \;THREADFORM TECHNOLOGY t A 7HREADFORM TECHNOLOGYwhom: THREADFORM TECHNOLOGY W/ 1/2•Yin.PENETRATION OF W/ 1/2•Man.PENETRATION OF I 2-x9•CONT W/ 1 1/2"Min. PENETRATION '( THREADED AREA INTO PLYWOOD THREADED AREA INTO PLYWOOD. 1-SEE SHEET 4 FOR TYPICAL SILL PLATE OF THREADED AREA O (SEE SCHEDULE ON SHEET 15) SHUTTER ASSEMBLY. RED'[) ._WALL MIDWIDTH OF WOOD PLATE. .° , (SEE SCHEDULE ON SHEET 15) 2-MOUNTING SECTIONS CAR BE - • FINISH (SEE SCHEDULE ON SHEET ) EXISTING YIN.2'.4'STUDS ' SE 15 1 O 16.O.C. MAX. REO'D.-' COM IN ANY WAY TO d--- _, _.._ .. { ``-1/2•YIN.COX PLYWOOD REO'D. 0 16'PLYWOOD T. AX ATTACHED TO 1/2•MIN.CD%� '-WALL FINISH SUIT ANY INSTALLATION. i_EXISTING MIN. 2.4'STUDS O 16'O.C.MAX. REO•D. STUDS IN AGCORDVJCE WITH PLYWOOD RLnro' ®�/ WALL SILL INSTALLATION PIYWX)OD TO BE ATTACHED TO STUDS IN ACCORDANCE SECTION 2322 OF THE F.B.C. ♦SEE l}YL7ATIONS OF USE OF WITH SECTION 2322 OF THE F.B.C. BLADE LTJ ON SHEET 19 CP HV WALL SILL IN;FB.0 eTION "011114 HV WALL SILL INSTALLATION FLORIDA BUDDING CODE (High Velocity Hurricane Zone ` •• C/l= 0 2017 EASTERN METAL SUPPLY,INC. �'�jCENSF .•%'� BERTHA HVTM A■S.S■A■ Accordion Shutter System H.V. &ADE X11 W/OR W/O N.V. va"N RADE ��A/// * T 6]]S N.W.SSM.St.$te. GARDENS.RARDA]]1 ILLIT TESTING k ENGINEERING COMPANY American Shutter Systems REV.. DESCRIPTX]N DATE DRAWN BY: N.L. 'O•• ;, Association, Inc. I OLD 15-000 /02/I DATE: 03/02/17 .�' ^ \\ ]05.'MDWIA 4268 West Rood. Drivn 2 RI \ PNon. (305)871-1530.Fa.:(305)871-1531 DRAWING No `SSI......•.." G. LL\7\ a-m EB UR�006719 com W0.1 Palm BOoch, FL 33.07 561)2 ] .1 WALTER A TNUT J,.P.E. �O^e: (800)132-2201 . Fox: (561)209-8380 , 17-122 P.E'SEr" IRQ%DATE FLORIDA u..M 44167 s SHEET INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (1� HV & I& HV* BLADES (AS APPLICABLE MAX SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HY BLADE Ci ONLY SHALL E LIMITED 0 105.0 psf. PRESSURE E SHEEJ 19 FOR MAX SPAN & WALL FINISH A.S.D. DESIGN PRE INSTALLATION _ ---;: 1/4'0 TAPCON WITH Ea EO C MW. E pU rAOVANCED THREADFORM 4-xB'(Min.)EXISTING ---.. _ ...— _— .—_ �... EDGE Uf APPLICABLE) TECHNOLOGY W/ 1 1/2"Min. W000 BEAM REWIRED. _ PENETRATKIN OF THREADED STRUCTURAL ADEOUACY - J AREA TO EXISTING WOOD OF EXISTING W000 BEAM _ 1,. i HEM". 1/4'0-20x3/4'S.S. TO BE CERTIFIED BY SES WOOD (SEE SCHEDULE ON SHEET IS) PHILLIPS TRUSS HEAD REGISTERED ENGINEER OR O -E �— �' --1 Yin. 1/2' 1/2" % RAFTER O 24' I I� JMCHINE SCREWS pRCHDECT PRpR TO O.C.REQUIRED I< / 9 0�"ED?i` W/ 1/4'-20 NUTS SHUTTER INSTALLATION. O 12"O.C. — _... i I 1/10 iAV(:ON WITH— ADVANCED THREADFORM '— ..... EXISTING SOFFIT .257' TECHNOLOGY W/ 1 1/2"Min. J/4"Max.iHK r « : PENETRATION OF THREADED —EQ EO +I) 1'x4'xl/B'CONT.ALUM.TUBE Max. AREA TO EXISTING W000 TEQ Q /11c3/4• •.—OPTIONAL (SEE SCHEDULE ON SHEET 15) ! S.M.S. � (6063-Tfi ALLOY)W/ I O 6"O.C. I V Or©Or © (EACH/RAFTER OR 16"0 LAG SCREWS i0 �.j ; i I .—01 Or or IBJ I LOCATEMIDWID UG$CREWS AT 1 is L■■e, I� � i. i MIDIWDTH OF EXISTING WOOD 1 EXISTING Mw 2•x4' ,w' ! .--0 I / MEMBER.(2.4m. RATIONOMINAL WIDTH) 41 OPEN HOLE AT EACH—% W/2"Min PENETRATION OF EXISONG F. HEADER REO'D Mw.SEPARATION I I —I GLASS ).'�. 70 GLASS _._ — STUD TO ACCEPT THREADED AREA.VALID FOR (SEE SCHEDULE ON SHEET I I) EXISTING II 5/18"0 LAG SCREW INSTALLATIONS WITH 72 psf GLASS— 'S A7 CENTER OF TUBE. MAX.A.S.D. DESIGN LOAD AND 1. Mx. 3 I 9'-0"MAX. SPAN. THIS I I SEPNNINH W a w(4E Wa SfYIPo:TOn INSTALLATION IS ONLY VALID „IrOR Es"(,,y0 ..1:, "! EXL7ING �ILaE ON(9i[T �I' FOR W000 W/NIA. SPECIFIC (S)HV WALL HEADER INSTALLATION w sEE 19 f6R GLASS—I It FOR SADE J1 r • FIR OR SOUTHERN PINE No.DOUGLASGRAATY OF 0,50 AS , ON•ELT 19 TOR i 6 oLSI +371 1 OR®• I 91AM"!,&>� 1 OR® OR EODAL. II--SEE'SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY. -- 2-MOUNTING SECTIONS CAT, BE COMBINED T HV CEILING INSTALLATION i U)HV CEILING INSTALLATION NOTES IN ANY WAY TO SUIT ANY INSTALLATION. - MN.o� -0OR ®• NIH.TO C1A5W5� T� ' I SISEDSE w BEET i I E MIN. SEPARATION 1 fon 9AOE 1^uro xS (SEE SCHELE TO GLASS I EXISTING t w 9EET 19}TX7 3 ON SHEET 11) (SEE SCHEDULE ON SHEET 11) - .� GLASS"' EXISTING GLASS—` 1 I � I ALTERNA U �'t . _—� ANCHOR (I EXISTING i 1 WALL—r • LOCA CUSS—I III I I 2x6•NIH.WOOD I I 1 3/e• 01 1/10x3/4'HEX X�DECK REQUIRED I FINISH] I,i 1/4"} ©• ]� 3/8 w —WASHER HEAD TEX / (NO FINISH ALLOWED) Max. \ _---' .__. 2•x6•MIN.WOOD SCREWS O 12"o.c / —EDGE DECK REQUIRED(NO r- O OR® FINISH ALLOWED) _ _ �' O APPLICABLE w: i�1T i E. O 1/4"0-20x3/4"S.S. EDGE OF DECK- _ 1/4.0 F.H.TAPCON WIT I/4-0 TAPCON WITH 1'•� PHILLIPS NE TRUSSSSS HEAD IF APPLICADLE ADVANCED E - _ TECHNOLOGY THREADFORM1 t/2-Min. ADVANCED THREADFORM Wn M 1/4-20 CHUTS 2'MIN.— •-�--2 WN.— DECK IF � --�� r TECHNOLOGY W/ 1 1/2•Min. / ..-_��.._ ,�-�._.. _" - - PENETRATION OF THREADED 2"z4'CONT. PENETRATION OF THREADED O 12"O.C- APPLICABLE _-2,MIN--I AREA O MIDWIDIA OF WOOD SRA PLATE AREA O MIOWIDTH OF WOOD 1/4.0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY PLATE. REO PLATE W/ 1 1/2'Min. PENETRATION OF THREADED AREA INTO WOOD DECK. I (SEF SCHEDULE ON SHEET IS) SEE SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) ♦ SEE LIMRAT11 OF OSE OF ."'\ ,,�� ( �7�ION SHEET 19 `X;H WALK—OVER INSTALLATION ;V` HV WALL SILL INSTALLATION "WAY FLOOR INSTALLATION FLORIDA BUILDING CODE (High Velocity Hurricane Zone 11 'J�,A A• �'� ®2017 EASTERN METAL SUPPLY, INC. Ill /3� ....••••••... : BERTHA HV,. �cEa A S S A Accordion Shutter System L E C O N . H.V. MADE#1 W/OR W/O H.V.WNIM MADE = American Shutter Systems REV.N. DESCRIPTION OATS DRAWN BY: ILL. TILLIT TESTING k ENGINEERING COMPANY Association, Inc. I OLD 15-0e0 /02/1 DATE: oe/oy1T RTATC_ ea65 n.r.36u.sl..71 153 V.F..:(3056.fLORCA-153 331 4268 West Roods On- 2 t�TZ'II(,.� Non. (3os)a71-1sJo.Fax (3os)e71-1sn DRAWING No O•.• �. 4 4 a_ West Polm Beach, FL 33407 -0 6 mail:10006719 Com ] =_'r •�ORIOP. IA Ee-0006719Phone: (600)432-2204 . Fax: (581)209-8380 4 17-122 WALTER A TILUT Jr.P.E. a SHEET ^ K/p�e1(ypY,lOti►1AT� FLORIDA Uc.9 44167 `�7T11C L^ 6 17 OF 20 END INSTALLATIONS 1 HV & '1A HV* BLADES INTO 2"x4" MIN, WOOD STUDS. W000 2".4"MIN I/4•e TAPCON W�TU �- --- 2.4'MIN. AS APPLICABLE) :\ /I'.�.'-710VANCED THREAOFORM \ 2'x4•MIN.WOOD • 1 (ASA STUDS. \\ t- , ATECHNCHOHOLOGY RS O 61 O BUILDEx I \\ •STUDS REO'D. STF4'MIN ups IEO'D. w� (AS APPLICABLE) / W/1 1/R•Mw 1HREMEO FINISH'Y ,/ \\// • ` PENETMTION xR0 STli05 OR ,% • /'yR /JI w/MIN. 1/R•rHREAOEO >i EXISTING G1A55-, l I' P"' STING TO 1/2•COX '{ /\.` \ I \ f PLYWOOD IF NO STUDS E"'T. r` \ / --EXLSTING G1A55 4 \ :._-ExISTNG GLASS / EXISTING GLASS EO EO / / \ 1/2•MIN.COX i PLYWow- \i: MN�NNTOH Mw SEWRAiEE ._ - —__ W.S0%wIOI _�__,-•-- MN.Sf➢AM1ION ...__._ TO OASS(SFE IU pAaS(SEE - t/R•PL� To GLASS(SEE TO aA4(SFE I/R'Mw.COX SHEET I PLYWOOD. MAW (� I/16•A]• _- 11 FOR E ON SHEET ON SHEET 19 fTXa WALL ' I Ea ON f D II FOR ET 19 FUR PLrw000. I/R I I�P E HIMULE o 'R -Ly (BOBS-T6)CONT.-~ FW SHJ G 1/R WN.CD% stEi ID FOR 61 BEET t9 FOR ON gEEr 19 TTA dAOFs L11 k QA ALUM-CLOSER PLYwODp. dACES/j�k Tall-/ dADLS(i,k 9AOFS Tea 12•WN. PLATE.(LOCATE 1/2• Fex91 I •uTE t•all i'Iw j AT EITHER SIDE Mel m•-Y poa/z' SMS. 1 eta O.C. �IOFI/z•S.M.S.-� _ J� W t/..1✓cwt ul Ota O.C. - 1 4�- munTOAP re I suem.A�.mTs '4`Y/1 r� uaurz.T cnaaw ! ♦ �" SEE DETAIL x FOIL,; / ♦ ! Yl,'OR id ♦ SIDE CONIaEC1ION SEE DETAIL x FOR 1J OR TO IRA SEE OETAL x FOR !j}- DON- SIDE TAIL X FORTION E aCIO -C3-G 07-'�-yo•f- V C �'.�°i gDE NNECTION 1. TO TRACKS TRACKS �.�.�a•fs-�fy•Es �'Q'-x•14-:81.x. t!.1g•Ty•f�-6g•t� ,'e_).�.�•�-,I�1.fSy'. END CONNECTION DETAIL . END CONNECTION DETAIL 9; END CONNECTION DETAIL 'tO rZ) END CONNECTION DETAIL 8 EEXISTING •REQUIRED ONLY FOR SPANS GREATER Tt"1270 - EXISTING GLASS--• .I/4•e TAPCON WITH 1/4•I TAPCON WIn,-- �—GLASS / Y (ADVANCED THREADFORM ADVANCED THREADFORM l— _1 I TECHNOLOGY nM BUILDEII TECHNOLOGY NW'eULDEX I -' ANCHORS w/t 1/2•Mw, ANCHORS W/1 1/2•Mw. ♦ 2•x4•MN WDOO.., THREADED PENETRATION THREADED PENETRATION 1I iTOxoC'S.M.S. - SEYSFNn011 SEE LIMITATIONS OF USE OF Lal sEPMVIDN STUDS REO'0. , INTO STUDS O 12.OA. "To STUDS a 12'OC. 1 Ote O.e.^ 10 GLASS(SEE BLADE k`ik ON SHEET 19 TO GLA9S(SEE i/2•MIM. SO4EDUE ON SHEET (�. f± SCHEDULE ON SIEE'T I I FOR GLADE(1:M1D 11 FOR 9 �91.DEs:L �F.)7}W V j rkn -1/2 Mw I \ _j \\ \ i / - --� Di _ -'� _�- - `•(5.cR8)-b,,DR IC OR COIPIR W I- A 1 4 _- i GR yyT-(�.`e^••`7:-It�-'�U.•1�. Z wmL Tons" 2•.4•Mw.W'OOU; wALL�' '-•t -�--3- l_�91 ��• - STUDS REO'0 - fINISH L- O•fi'-�J•, ,-�59;•tL3- PLAN •v•v-le;47D.f3- �•f�- ,1a-31.C. @-a.a-_e).f3.- 08 fy-13 f8-ng•{3 .f.53.53.19. . �s: DETAIL X END CONNECTION DETAIL 111: L,&Q ION DETAIL 12 FLORIDA BUILDING CODE (High Velocity Hurricane Zone ��� ..,..•.///�t O 2017 EASTERN METAL SUPPLY,INC. cENS .. :pBERTHA HVTM % IL E C O INC A.S.S.A. Accordion Shutter System H.V. MADE#1 W/aR W RV. W BLADE dT American Shutter Systems REY N. DESCRIPTION DATE DRAWN BY: M.L TIWT TESTING ENGINEERING COMPANY a'• S Association, Inc. I OLD 15 _ -aeo /02/1 DATE: oe/oz/t7 T{,L/F 6355 N W.Se al..S4.705,Vw. WRDENS. 7J1 '�'L,\ Phona ((306)071-1s]0.Fa.,:(W5)871-15311-153-IS]I West P West Roads Drive 2 DRAWING No '•.•URi9 ' ti ILL •-moa:UR4ccOaa.cam West PDIm Beoch, Fl 33407 3 ss/ ••'�4���II ES-0006719 Phone: (800)432-2204 . Fax: (581)209-8380 4 1 7-1 22 QQ��e PP I.t WALTER A.TILLR Jr.P.E. P.E:SFj1Lf91 141 FLORIDA Lic. It 44167 0 SHEET 5 1 F7771 18 OF 20 • GENERAL LIMITATIONS AND CONDITIONS OF USE FOR BERTHA I-5 J�,f 3e+7 5��2 2 a14 1. MAX.A.S.D. DESIGN PRESSURE RATING: +110, - 110 P.•.f. A G 2. MAX.SHARER SPAN:96'. 3.ALLOWED MOUNTINGS:A,D,G 8 It ON SHEETS B.7;AS WELL AS _ n WOOUNTINGS M, O.T,U/&W©04 SHEETS 166& 17(7... Q7,1 ARLRMI LED IINNMA SY 4 ETRICALOOORR OPPOSING LAYOUT. N CASE OF ARE ALLowEo WITH PCNG l POUT,pal MUST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF 1 -Q4'oa125+ CENTER S iee(4 n _ WINDOW BLADE SHALL ONLY ALLOW A .161a1� (3.0 HOLESO PER©L _ADE AT SPACINGS SHOWN ONUSHEET 40PENINGS TYP, EA. END I (B)MIN. LLFARMICE A FROM TOP OR BOTTOM EDGE OF HV WINDOW BLADE Q ��' OF ANY 3'9 HOLE FOR 4O SHALL BE 12' I . MAX. 5 w7NDOW5 a (C)FIRST OR BLADE COMING OUT FROM STARTERS A7 ENDS MAY BE HV ALLOWED AT IIV� Ing WINDOW BLADE R,' WNDOW BLADE IA (D)HV WINDOW BLADE 1/ MUST BE USED ALTERNATE TO A SOLID HV BLADE lO - THROUGHOUT SHUTTERS WIDTH. '3 6 (E)CE TERMITES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID HV c q BLADE AT OT ER SIDE OF THEM S�y�A (F)POLYCARBONATE AIV WInDOW(4�4$HALL BE INSTALLED SO T TABS FACE 'Q1 THE INTERIOR OF THE OPENWC BEINGS PROTECTED.HV WINDOW 4 MUST BE SEE END ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVII D BY ASSA, CONNECTION _ �� 4 INC. UEIALS ON SHEETS +f _ I Y 10 8 ltl TYP. r - tLR 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME FULL HEIGHT. BUILDINGS ON SHEET 15.AS LIMITED ED BY SPAN AND DESLOAD (SEE NOTES 1 k 2 ABOVE). I � 4� Lj 3 5E 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALT.ON SHEETS 12& 13 AS UNITED BY YP P ' V� SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). 8.MINIMUM SEPARATION TO GLASS SCHEDULE: J(SEE PLAN FOR Rfuu.FiEMEws) 1„,f D H 5 TYP TOP B BOTTOM W __ I GR!l3�aI.6I r;' SHUTTER SPAN MWIMUN SEPARA710N TO G/AS5 .UNLIMITED WIDTH--- ELEVATION IDTIH- —ELEVATION MN SEPAPAIKN TO GLASS EXISTING GLASS- -(SEE SCHEOJ E ON SHEET I]FOR BLADE"li _— N.'9 ON THS SHEET FOR 9AOES:ji h iJ -- -___ _ _.____t_-_-____.-_ " -_....___ _ - _. -r____.____ _ ALTERNATE ry -I'�, A�f --- Z)� � \\ _. 4; AND W/ OR t. (SEENNOTEA4E ABOVE) W�' EXTERIOR ONLY) �\ , \P `'% SYME�RICA_CENTENMATES.21,;T2 /"_-..___.___._. _._._.__ ._ t•AIIr2'iAr� w/1211 $5_C AND W/O (SET NOTE 4 ABOVE) PLAN , V TYPICAL t HY BLADE WORKING IN UNISON WITH HY WINDOW BLADE to SHUTTER* N(�ASruu. FLORIDA BUILDING CODE (Hioh Velocity Hurricone Zone TI 4��f3•••'•�II//���� �1 2017 EASTERN METAL SUPPLY, INC. 40'1AP -- , BERTHA HVI Accordion Shutter System7- \ H.V. a-AM A1 W/ W/o HV. NNDOW a-AM LECA S S A American Shutter Systems pEV.Na DESCRIPTION DATE DRAWN BY. ML ' -{�'1 * TILLIT TESTING h ENGINEERING COMPANY "a•, STAR J)f 6355 N.N_36th.SI..Su.X5.NRGIWA GMIOENS.11011-3416 268 West Association. Inc. H OLD 15-020 8/02/1 DATE: 08/02/17 _Y tY Phone.(105 71-1530.Faa 305)871-1531 4266 West ch, I' 6334 2 �Y ( West Polm Beach, Fl 33407 DRAWING No rtoE 000 76oLCNrn 3 E A TIL IT J Phone: (600)432-2204 . Fox: (561)209-8380 4 17-122 WAITER N TEp A TIL IT Jr.P.t. ���" FLORIDA Lic.#44167 3 SI IEET P:rr.$EK/elolwlfTdfL 6 19 OF 20 ,REQUIRED NIMUM INSTALLATIONS W/ n HV BLADE & HV CENTERMATES 01 -;2.DD0••ka..� VARIES. 6'r 1 1/2'a 0.035'THICK --2'Max. 71C -1(,,�':�3' L Nin. ASIIA A-653 GRADE 40 T— - /3b INTO METAL STUD WALLS a,�' to Nin. G-60 GALV.STEEL w "- 3 e• O METAL STUDS AT 16•o.c. __--_-- ;2 e s o.c.� 40 41475 � 0 30 114-a NOMINAL /law ZJ * ALUMINUM SLEEVE W W" 6063-T5 ALLOY 1 rt � 1T �/b. FOR BERTHA 1 HV BLAi�E ACCORDION SHUTTE REWIRED MINIMUM I Min. i 43a �� '^_ •� SYSTEM INSTALLATION ATION TO METAL STUD WALLS 3/4+6 1/a.0.035'THICK Min.; 43c o s•o.C.�.J___.I T._• SEPARATION TO GLASS SCHEDULE 3.00D" CONT. -65 $TEFL T40 D G-6 L.I ®1 ' 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 p.s.f. Mo.. ASTM A-83]GRADE 10 Yin.G-80 I O 8.O.C.'! 3 GALVANIZED FASTENED 10 STUDS , EXISTING FINISH T MINIMUM r W/(2)/6a1/2•TEK SCREWS ON I 'AS APPLICABLE SEPARATION -I 43o LENGTH i I",- INTERIM r EXTERXNi fALF , 2. MAX. SHUTTER SPAN: 84" ' MIN SEPARATION GLASS 3. ALLOWED MOUNTING:SEPARATION [$� TO GLASS EXISTING GLASS--{__ M® 0X ON THIS SHEET. ®3 1/4-0-23" "BOLT ��It_- (SEE SCHEDULE) 4 N 3 1/4" MUST PENETRATE 3c I- STING m 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED FJ(1 ADPL FINISH WITH 21 AR GED A METRICAL LAYOUT. 6 1.373' REWIRED MINIMUM ' O ,*D.C.1.�APPLICABLE f USE 0 (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE 1 3/4'a 6 1/4'a 0.033'THICK Min.l 1 CONT.GALV.$TEFL TRACK CHANNEL,I 43c 43a � INCLUDED AT XTERIOR OR INTERIOR ACCESS SIDE OF N I .250' o ASTM A-653 GRADE 40 Min G-60 0 6•oc CENTERMATE. GALVANZED FASTENED 10 SNOS I W/0)(6a1/'/ TEN SCREWS ON '.INTERIOR r EXTERIOR FACE `1/4"A-20 THREADS 0 0l( ^ 1k'K BLADE SLACK DETAIL HVF IS VALID ALSO FOR (43c N w , 1/2• 12 CENTERMATE 21 APPLICATION WITH BLADE 1Q PRODUCTS FAB-LOK HD ( /36 6,US 1 1/2'.IMUM0035"THICK I VARIES 0 6 D.C. COMPONENTS Nn.ASTM A-653 GRADE 40 2'Na.. Min.G-60 GALV.STEEL MS WALL HEADER/SILL INSTALLATION -EXISTING FINISH AS APPLICASIF SCALE: 3/8"- 1• uETAL STUDS Ar 18'O.C. '11 (TYP.TOP k BOTTOM) 1'~ 1 3/4•K 6 1/4'K 0.035'THICK Min. .CONT.GALV.STEEL TRACK CHANNEL. EXISTING GLASS - - - - - - - - 'ASTM A-653 GRADE 40 Min.G-60 • - - - -��� ��-- 1 , j GALVANIZED FASTENED TO STUDS I I SYMMETRYCAL I SYMMETRYCAL I I I W/(2)#6KI/2'TEK SCREWS ON I MIN. SEPARATION VARIES INTERIOR r EXTERIOR FACE I -43a 436 43c I I l CENTERMATES W/ 1 I I CENTERMATES WPI I (SEETC SCHEDULE) Ma.. I 1 1 EXTERIOR ACCESS SIDE I INTERIOR ACCESS_�I I I I - ---*-- --- -------------i - - ------------- ----- --- ---------- -..- 6-(TYP.) MN SEPARArXxN t0 x,155 IN 6• ,n.!'M wl Loa(SR6% IN ' � I W/RaDE LOCK(61 SAD -____- ----------�- — ------------------'_—t ---- -- -_------ :---------- ------ ------------ - - ------___ 3 _-__=-___—_-===-_=___ --------- - 24 ------------------------- ------------------ — ------ ---------- -- - ----- ---- -- -- -- -----.- a._._._._. __._ _. QY ____� _-_ I ----- -----__-_------- --- - -------- ------- --------- - -- ----- ------------------- -------------- -- ------ -- - *------- - -- -- ------- --------= --- ---- --- . � � 1D AT 11 42 21 21 - .... 21 I ' HEAD /I' ENDS -- - � 21 _ -- -- -- - -------- - -- - -- - --- - ---- --- ` ER S � _ 24 I SIDE CONNECTION TO TRACK D 1 2 -3 1/4" (Typ.) lMIZfii: D. 7"_...._ .-- ._6 1/2'MAX.SLACK (6'Min.) (Cont.) ( t E SLACK DETAIL HVF JI—VC FLORIDA BUILDING CODE (High Velocity Hurricane Zone TL ,t J•,per 0 2017 EASTERN METAL SUPPLY,INC. T 11�iP\,•'�,CAENS�'':✓-{ - BERTHA HVTM A S S A Accordion Shutter System //TL Eco .. KV. BLADE#1 W OR W HV. NNW BLADE ? •?J,Z TICCIT TESTING k ENGINEERING COMPANY American Shutter Systems REV.N. DESCR1m0N DATE DRAWN BY: ML 4i 1 6]55 N.W.361p.51..SN.305.NIG..GNtGENs.FLDROA Ala Ati>IOCIOtIOflI Inc. 1 0l0 15-060 6/02/1 DATE: DB/D2/n •t 1, 4268 West Roads Driw 2 Pnone (305)871-1330.Fox:(305)671-1531 DRAWING No �I West Polm Beach, FL 33407 A 'fSS/ONA1•Ea EA TRU716 Phone: (800)432-2204 . FaK: (561)209-8380 4 17-122 WALTER rA1R Jr.P.E. 6 SHEET P.E-9E ZeSIG wwRE/DATE FLORIDA Lk.i 44167 6 20 OF 20