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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 3 S 6CIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FSC Staff SCIS Site Map Links Search d b i 'iProduct Approval USER:Public User Product Approval Menu>Product or Application Search>Application Lis[>Application Detail :5 FL# FL389-R9 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@easternmeta1.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tillit,Jr. P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence FL389 R9_COIAMERICAN SHUTfER_SY5TEM ASSQE,._INC._DRAWING. 17 107 CERTIFICATE OF INDEPENDFNCE_PDF FL389 R9 _COI_AMERICAN SHUTTERY�TEMS ASSOC. INC._ DRAWING 17.-_106_CERTIFItrATIQN 0F_INDEPENDENCEII)_PDF FL389-99 QQ1 AMERICAN_SH.IJTTER,_ SYSTEMS_._._DRAWING_17__10$ F ERT ICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201, 202,203 1994 Equivalence of Product Standards Certified By https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgvYY HH2vJvx53 Mws... 1/3/2018 Florida Building Code Online Page 2 of 3 c Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 17- (top and bottom)for storm protection 108 Limits of Use Installation Instructions Approved for use in HVHZ; No F13.89 R9 II AMERICAN SH.t�TTER SY TB DRAW.jjQ Approved for use outside HVHZ:Yes 1.7-1.9.8 BERTHA HN AQC0 l.=N._$ Impact Resistant: Yes Verified By: American Test Lab of South Florida Inc. Design Pressure: N/A Created by Independent Third Party: Yes Other: Large Missile Level"D".Max span is 12'-3"for 40 psf Evaluation Reports positive ASD load and 13'-0"for 35 psf negative ASD load EL38.9....._R9....AE_AMERI�AN,�HUTTER�`5TEM DRAWINQ the HV3 blade w/o window blade,5'-2"for 110 psf ASD load 17-108 PRODUCT EVALUATION REPORT.PDF for HV3 blade w/o window blade and W-11"for 62 psf,9'- Created by Independent Third Party: Yes 11"for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg 17-107 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389_R9_1I_AMERICAN_S_HUTTER SYSTEM ASSOC., Approved for use outside HVHZ:Yes INC.. DRAWING 17.1Q7_ BERTHA HV ACCORDION-H 1I—TIER Impact Resistant:Yes SYSTEM.PD[ Design Pressure:N/A Verified By: American Test Lab of South Florida Inc. Other: Large missile level"D". Max.Span is 16'-0"for 30 Created by Independent Third Party: Yes p.s.f negative ASD load depending on centermates and Evaluation Reports locking rod configuration for the HV1 blade,8'-0"for+64, FL389_R9 AE AMERIQAN SHUTTER„ Y TEM ASS C. -72 p.s.f.A.S.D.load for HV blade for Keystone mountings INC. DRAWING 17-107 PRODUCT OF EVALUATION 7'-0"p.s.f.for metals stud mountings and 8'-0"for 110 REPQRT.PDF p.s.f.for HV1A working in unison.See sheets 7, 11 and 20 Created by Independent Third Party: Yes respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 17 (top and bottom)for storm protection 106 Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R9 II AMERICAN SHUTTER SYSTEMS ASSOC., Approved for use outside HVHZ:Yes INCDRAWING1.7.1.0..6. BERTHA_HV AQCORDION SHVITER Impact Resistant:Yes SYST.PDF Design Pressure:N/A Verified By: American Test Lab of South Florida Inc. Other: Large missile.Max. 16'-0"span at 30 p.s.f ASD load Created by Independent Third Party: Yes for Blade 1 and 18'-0"for Blade 2. See schedules on sheet Evaluation Reports 12, 25 and 28 respectively FL389. R9_AE AMERI_CAN_SH�TTER SYSTEMS A SQC_,. INC. DRAWING 17-106 PRODUCT EVALUATION REPQRT.PQF Created by Independent Third Party: Yes Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an WEED employer.Cooyridht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgvYYHH2vJvx53 Mws... 1/3/2018 Florida Building Code Online Page 3 of 3 f Credit Card a,hcE Safe https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53Mws... 1/3/2018 GENERAL NOTES: I. BERTHA M.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 SMALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REOUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLEDWITH A DIRECTIONAUTY FACTOR Kd-0.85.USING ASCE 7-10 AND SMALL NOT EXCEED THE MAXIMUM(A.S.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19 & 20. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.O.DESIGN WIND LOADS AREA 1: HV BLADES 11; & TA BY MULTIPLYING THEM BY 0.6 IN ORDER TU COMPARE THESE W/MAX. (A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19 & 20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED, WERE NOT OVER STRESSED.A 33 S INCREASE IN ALLOWABLE STRESS FOR WINO LOADS WAS MM USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS. HOWEVER,A WIND DURATION FACTOR C0-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA HV ACCORDION SHUTTER SYSTEM'S ADEOVACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1,2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE & WINDOW DETAIL -HV BLADE(D /0214.01-03, /0715.01-03, 11004.01-05, {'1214.01-05, 10317.02-06./0609.01-10 AND/0210.01-11 AS PER TAS-201, TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1885 AREA 2: HV BLADE cL AND HV WINDOW BLADE hiy AMC E-1996 STANDARDS(MISSILE LEVEL 0,WIND ZONES 1. 2 &3)& /1220.01-10 AS PER TAS 201,203& 203 PROTOCOLS LARGE MISSILE. (WHERE APPLICABLE) -HV WINDOW BLADE Q 10505.01-08 AS PER ASTM E-1886 AND E-1996 (MISSILE LEVEL D.WIND ZONES 1, 2, 3) BASIC PROTECTION ONLY AND 1 0725.01-88 AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 2. HV BLADE C)AND HV WINDOW BLADE 6 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-LI, CONCRETE/BLOCK SHEET 7 3. BERTHA H.V.ACCORDION PINS (HV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SMALL BE 114.2.75'AND 114.1.75'RESPECTIVELY, 410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 Mai TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIF.I.D COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS MV SHEET 9 COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV MARKING ON THEIR HEAD, ENO CONNECTION DETAILS 1-6, CONCRETE./BLOCK SHEET 10 4. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3, MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 ksi AND 35.7 ksi FOR MAXIMUM SPAN TABLES SHEET 11 6005-TS ALLOY. ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AJSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN. YIELD STRENGTH AND 90 ksi MIN. TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET U 6. DOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:CIV BIACF.G: 12.13.14.15 AND 20 INSTALLATION DETAILS M-R, WOOD SHEET 16 HV BLADE()&© WORKING IN UNISON: 12. 13& 15 INSTALLATION DETAILS S-X, WOOD SHEET 17 8. 1X15 BERTHA H.V. ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT 16'779,582. COMPONENTS OF THIS APPROVAL ARE COVERED. IN WHOLE OR IN PART BY U.S.PATENT/5'458,179 ISSUED 10[ASTERN END CONNECTION DETAILS 7--12 & X. WOOD SHEET 18 METAL SUPPLY, INC. AREA 3: HV WINDOW BLADE Ilk ONLY 9. IT SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCm'ORAGE. CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRV FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 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 PROPERLY CLOSE ALL HV AND HD CENTERMATES AND ENGAGE OR LOCK ALL My AND HO LOCKS. AREA 4: HV WINDOW BLADE(,1)ONLY 11. SHUTTER MANUFACTURER'S LABEL SMALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE INSTALLATION DETAILS, META STUD WALLS SHEET 20 PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 12. BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13. (a)THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE.SPECIFIC PROJECT; i.e. WHERE THE SRE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE.CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FCR 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 LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone TI C€2017 EASTERN VET.L SUPPLY, INC. 01011 Tk TECO.INC. BERTHA TM IL E C O dna. A.S.S.A. ccordion Shutter System H.V.VBLADE 11 W/CR W/0 TLV. wiNDOW BLADE a * TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EY.K DESCRIPTION, DATE DRAWN eY: L.C. Association, Inc. + OLD 15-085 7/27/17 DATE: 07/27/1.7 8XV N.W.3e!4 SL.SH.`AS.MRGttx awC•J+S.ROR^N J31 4268 Westroods Drive 2 Phare (305)871-1530.Foe:(305)8'71-1331 DRAWING No AC R b d •-�*,rr.l:Re<e�ea.ca•+ West Palm Beach, FL 33407 3 17-107 7_t07 V VaNA NAt7 'WAL TER A lLL?.r.P.E. 5 rLOROA LK./44167 SHEET P.E. SC tf9C41AYURE/DATE 6 1 OF 20 will •.rr rCR a Mr .ux� YARIES 1.4 1" y °e7 �- - t t ' i/ i, .",S+ �6• qq Max. 1c,Y7 1.999• J • �.". J V (3 HV UNIVERSAL FLOATER ry �' I ALIFIED FOR USE W/ CO D UNDER US PAT 5458174 QUALIFIED FOR USE w/ HV BLADE--,j: 4�HV DIRECT MOUNT s 5005-TS ALLOY AND TEMPER �'"�QUALIFIED FOR U E W 6063-T6 ALLOY AND TEMPER 'SEE LIMITATIONS OF USE OF BLADE 8 ON SHEET 14 _ 6063-T6 ALLOY Allb TEMPER 373 6063-T6 ALLOY AND TEMPER 3.226 ,...0, •° r_-- ....�-J 065 p _. 3.556• r! .. 991'L.. 7 i:Q70' H h. —� .6702.22.�" • I .—_i o _: 72 ry ' I......01 \ f r r I n l� cL.._... V A _—.-1.13_6 _ ,Is_L 575_ �. ._9I0 226' ' ouaUFIEG FGR usE 8`HV WALK-OVER TRACK ill QUALIFIED FOR USE w/ HV (i HV TRENCH TRACK '-_'--255- 6063-T6 ALLOY AND TEMPER BLADE II QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ H 6063-T6 ALLOY ANO TEMPER BLADEJ)ONLY. (10 HV RAINGUARD BLADE!1 7 6063-T6 ALLOY ANO TEMPER QUALIFIED FOR USE W/ HV -T EMPER �' VARIES a'=. 1.936• BLADE I ''' I• 1.915 ' I VARIES 1.936• 6063-T6 ALLOY AND TEMPER _ 063• OBS' m .,00"1 g-i.-_oe s' __1T$_3_ i c,93", y I.09 r —..._. _ .670 lion 167c•. 7,6ee_ $ I C 1 E70 -I 3.529• 1 HV HEADER/SILL113 HD CEILING HEADER/SILL ,1 11; HV CEILING HEADER ` 3 - r QUALIFIED FOR USE W HV Ell ADE'I!ONLY OUALIFIEO FOR USE W/ HV BIADF..(7:ONLY• 6063-T6 ALLOY AND TEMPER'" !QUALIFIED FOR USE W/ HV BLADET; 14! HD WALL HEADER SILL SEE SECTIONS FOR VALIDITY'' SEE SECTIONS FOR '•�AUDITY. _ QUALIFIED FOR USE W/ HV 6063-76 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADErl)0 AND TEMPER I-., - '.OMPONEtJT A O T7 T2 r Y MN X MN Y MN.t r 2• I5'MAX. 1/6• 1/6' 30.090- 7" I I . I 11 2• 0.792 ;0.19I' X, .... -—--- 20 CORNER POSTS QUALIFIED FOR USE W HV ALUMINUM ANGLES !?j 2s- 17 MAX.,0. .0.190' / � Z`iUALIF7E0 FOR USE W/ HV BLADE OUAUFIED FOR USE 'N,7 HV BLADE I,- 6063-Tfi ALLOY AND TEMPER BLADEfj;ONLY. +�A`., �" i5"MAx.,0.139' `O.t}I' 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER Aui�rAa}i� `I rIQI�f: BUILDING CODE(Non High Velocilc Hurricane Zone 11111tIR !j ^207"' - '.c,nef. 02C17 EASTERN METAL SUPPLY, INC. ._ "......., ti►"=z ERT Tld v\r, Ns� •%: A S S A Accordion Shutter System TIL ECO I N c ■ ■ ■ ■ H.v. BLADE rrT w_/OR w/o HIM.vdrmW a.saE 6Y: L.C. E� * TILLIT TESTING & ENGINEERING COMPANY American Shutter $y5fBm5 fY.N OE9CI615-085 7/271710N oat[ DMwn TE 6]SS—.]fM.$t,9u.l05.WPGrM CAM,W6.FLORN 916 Association, Inc. , OLD /1 OtlE07/27/17 ona PR (305)e71.1530 Pox 4258 Weslroads Drive 2 (3o3)e71-+33, _._ DRAWING NC —�� .-?.ar.r1e..Reee'..R.+. West Palm Beach. FL 33407 r!4 0 DN k t1L Ee-ooD67,9 a TER A TILU7:r.P.E. Q .E... , roo7P.E� NAE/DATE 2 OF 20 576! .. •- ..!.660' ._.__._ .. � 1/. 20.1/2:. l/.'-20 . C/Sf ..._....... , I.7�`t._... 2.2$'z. — i i �. - ��.� Su.i^D ._t T./iREW[D I ..86NCD P EI—L ( PUDED —NE UST 1 HOUSING EN.MEL I P 3 DEO r L_ 0�. r.11 n i .• aa I........ I � : -__—.__ _._c .675". T.... ! 3f 1.32 . M1. ..g I .316'_ •21a.- _� � 0 I L—..:.._ �i: ....) .' BR 55 (C -D Cn1NOER —. .. e•�a�•R07 l.. i.F A NEMS(CrIPDyr (C-(CHRVYE-UTED) i o, PurtO) QUALIFIED Q`ORSE W/ HV B�LADPiD: ONLY .22} ' � �1 ® � ® HV EGRESS LOCK ALLOY AND QUA IEDFOR USE W/ HV BLADE t'-& IA ONLY Q�, 3.023 ,�T,}y QUALIFIED,FORSE W/ H\' QUALIFIED FOR USE 6063-T6 ALLOY AND TEMPER ;'�: HV CORNER CENTERMATE BLADE,''1 a ONLY, BLADE�?`& C,,.,. r QUALIFlED FOR USE W/ HV QLADE'.1 ONLY -- -..290'O.D. 2.074 _ 6063-16 ALLOY AND TEMPER o516— .927_ FUSTIC NERD 1.7 9 { s5' MOLDED TD'- - 4 11� —32 SCREW I E' I 2.079' _ _17 ) 1_i A.._ o. 360"Ar T - r TIN. °I' �I 1�4"ti-20�x�3�4" BEFORE tIv i. !!� 1/4-0-20 RIVNUT- � .. -.. HUMBSCREW S.S.•*SERIES SaNs � , •ALLOW)WicE ruNGE iHP: I_ 1J50_.......� i--7.I�R &._._.__.__ -� mj •. L_.._..:3.... SHEET K 4'_P.tRT/0820,A.! �CTlNEO BY AMEt. PLAN - FRONT ELEVATIQN CH TExfORN,PMSIPPENT,NEW'JERSE 5.OR EOUA- 28 HV MALE "T" LOCK CENTERMATE --= V T IT JLOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE VJ/ HV BLADE :ONLY (23 HV FEMALE "T" LOCK CENTERMATE � HV "T" LOCK � 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR 76 LO HV BLADE� ONLY QUALIFIED FOR USE LO HN BLADE,i�•:ONI.Y W/try BLADE:1,L ONLY. RLADF ,1 j ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER"'r,.. F -� 3.161 --C "IDEA OR I Q vl Nc ITL DER m 545, 1 0 675`eb�. o ,°�'� ^I � n' m N a,. 1 .125•Ma:. 31 HD CENTERMATE W/ NO �K�NG ROD 32 HD CENTERMATE W� LOCKING ROD m' �o s' OUALV IEC f GR USL V.'/ HV BLADE'ti;& �A G'UALIFIEO FOR USE W/ HV GLADE 1 & t1A; 6063 T6 AL'OY AND TEMPER 33,: HD CENTERMATE'S INSERT 6063-T6 ALLOY AND TEMPER -- n, VARIES. 12'MIN JUALIFIED FDP, USE `N% FN ELADE`I & LA. 1p'•-20 ss OR 3/e'•-16 l.i 6063-T6 ALLOY AND TEMPER -' C" 1NU NSCREWS (SEE DC'AAS) f. ORL R FOR KC! LOCKI=.PI'R' 3- —I'a a HD LOCK 0 LIFIED FOR US ',1' ;33 HV 1/4" 0-20 AISI 304 6, RECENT HARDWARE MORTISE LOCKS SEPAS 2333 HOOK SOLT _OC* -T6 A V n� �5"INSTALLATION WILL REQUIRE. A 7/16" HOLE THUMBSCREWS IERIES S.S. THUMBSCREWS _ QUALIFIED FOR USE 'A'/ HV BLADE,1 & TA: DPiLLED AT TRACKS FOR PROPER EMBEDMENT UALIFIED FOP.Vgyjj HV w, OUALIFIED FOR USE W1 HV BLADE !i f�IRIDlI BUIII)ING GDD�(Non Nigh Velocity Hurricane Ione /A/"� .201, INC C 201% EASTERN METAL.SIMPLY,INC. P4•" civ ,,_� BERAH1 TM 1 L E CO INS AI.S.S.AL. Accordion Shutter System KV. BLADE #1 w/OR w/D KV. WINDOW BADE * �' /M) American Shutter Systems EY.N DESCRIPTION DATE DRAW14 BY: L.C. TILLIT TESTING & ENGINEERING COMPANY ` 10%, . 6355 I- 36-A St.S".305.6RG—GARDENS,r••OPDL 331 AssociationInc. 1 - /27/17 I OLD 15 C8S 7/27/1 LDRAWIN:GNo 07 Tare 0f ..• i Pnone 3O5'6T1-+SSD ra, ) 4268 Westroads Drive 2 ( :(305 871..1531:<ORiD�1,:,�w E`Y West Palm Beach, FL 33407 sE6-0006719 _.. ._ 07 ......•••••• ��T/1WALT LR k'hill Jr.P.E. {e1 < FLORIDA LK./..167 5 P.E. tE �e1 A RE'%DATc 6 f 20 SHUTTER ASSEMBLY SCHEDULE FOR I. cL NCE 12"MN TO BLADE I Ip .0625" H V 10, H V �4 41 1 HV BLADE 1 E �11 1875' I HY RUDE0625" .0625 .6625' A41 HV BLADE to BLADE'S i 5-9 OPENIN Y HV LONG RECESSED NYLON BUSHING • KNUCKLE .0621-� I 0-062.- J HV SHORT RECESSED NYLON BUSHING (TYP) -FLAT PORTION R,7509" 1 40 (D HV NYLON HAT WASHER OR �Q. BLAEIS-�a 350, ? CARRIAGE AIS, 302-303 SERIES 021750' X HV WHEEL t7' ....... 0 1 —�; -40 0.870"x3/16" THICK NYLON WHEEL. -U 11 2 718 IN- w"Dor.' CLEAR 0.188"0 AIS! 302 SERIES S.S. RrvETS SEPARATION 3.7500" BETWEEN 0625' -1 BLADE HV 1 3/4" ACCORDION PIN W/ lip, HEAD EXTERIOR OPENINGS SE Y- a,,-C .......... �2 .7500' #8 HEAD 4E 1E�5 F -1/4� E @ HV 2 3/4" ACCORDION PIN W../ 7 5"�-a CLEAA Iffiffi-"wro 7 BETVVEE, TYPICAL HV WINDOW BLADE AND O4 POLYCARBONATE IMPACT RESISTANT ITV WINDOW POLYCARBONATE HV WINDOW DETAIL OR or —...— (SEE NOTE FOR EDREMENTS) @OR @ 1K E� C AE%gIMPACT RESISTANTHV WINDOW BAYER , 103 POLYCARBONATE 2"MIN.dLEARIN. L -44CE RESINS, UV-STABILIZED GRADE OR SABJC 1 TO RUDE BOrtpM INNOVATIVE PLASTIC LEXAN 103 RESIN 4y PIN REOUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR V (D OR @ L III (SEE NOTE -F" ON SHEET jHin w(tAI ---- ------- (I) HV PIN SHALL ALVA,S BE USED AT ALL EXTERIOR T (9 BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D OF POLYCARBONATE SOURCES FOR EXTERIOR APPL)�ftf - �T HV (9 BLADE. WICAL SHUTTER ASSEMBLY ;r-,j vl� .11 PIN @ OR 4 AT. Kmc� -:1- (2) HV PIN (9 MAY BE USED IN LIEU OF E) AND ONLY AT EXTERIOR no BLADE'S KNUCKLE. EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W1 HV(DeO s2< (SEE NOTE * FOR BLADE WHEN! CORRESPONDING TO INSTALLATION "ll". SHEET 7. REOUIREMENTS) Typ 1U.R.5I.,"Wh.1 1E. MI. 12-500 11.00 o. (3) HV P114 @ OR @ W1 1/2" O.D. 1/16" THICK S.S. WASHER h190 3-0.m 3.5.- SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, SHEET @rre:ems: WHEEL CARRIAGE DETAIL02.3 -11 X u.5iTc ASSEMBLY LAYOUT p". a 6.116 ASM 063S C-,cuss C-1�1s ' T Eg ASTM 01.21 W.-1 w-1 111 lc Sr WT.-Co fl,+owq SN f36 22 HV BLADE SOLID & 1A HV WINDOW BLADE DETAILS n--,(V"Iss IiilcM�1. —o.; I see-, N.T.S. FLORIDA BUILDING CODE Velocity Hurr;ccne Zone', k T/11-1- (Non High ........... ✓ C70i I TILTECO.INC E Nsi BERTHA HV-, TL ECO Accord-on Shutter SSystem, c A.S.S.A. RV. BLADE #1 OR W/O FLV. WINDOW BLADE American Shutter Systems REV,Me D[5c TE 0 �81 L.C. 12 TILLIT TESTING & ENGINEERING COMPANY t""O" DA p SR.$,e.105, 33- Association, Inc. I OLD 11-085 51 7/1 1 "A", 0"'?"", Phone FoI:(305)871-1531 4268 Westroods Drive 2 West Palm Beach, FL 33407 JSHEET ! — —107 4 ONA�* EII-CM671 4 17 WALTER A T!--T j,P.E. rLDR,CIA Lk.i!sale? P.E. SF;L Sl��4TURE/DATE 4 OF 20 '' a« �•Jj" 7 *NOTES ON HV LOCKS AND CENTERMATES: A e c c �4" $ � N N s T u ��yq L�°"�'Q.. - .)',7!'3„(9 1. MANDATOR/CONORION /L ONE HV LOCK'j4 cr 5'SHALL BE USED AT 1/2 Of SHUTTER SPAN FOR ANY SPAN ?•, .3 OR 72•ADOVE OR RFj,OW 2 OF SHUTTER SPAN OR SPANS UP TO 105', AND FOR /NST�L�TIONS.AT ANY ELEVATION. HV LOCK q4 ores MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO 21j OR �!• J• 11 1 1 1 1111 1 rI n CENTERMATES W/(2) 1/4'0-20 x 1/2" LONG MT HEAD S.S. M.S. LOCATION Of LOCK SNAIL BE AS INDICATED ON T--.......-...-.-- TYPICAL SHUTTER ELEVATION. '16 a.2o6, 2. OPTICkK CONDITION IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS 74 . 25 OR Q6 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES 2� OR SHALL BE AS INDICATED ON NOTE (1) ABOVE. LOCA ION OF LOCKS SHALL BE AS INDICATED ON 71'PICAL SHUTTER ELEVATION. w-"� i 3. OPTIONAL CONDMON 02 NALID ONLY WH N ONDrMN &I OR LIMITED " L ��+r 00 +2 IS USED W/TTMIO H.V. LOCKS), LOCKING RODS $ ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY ° •iL,4oR' S�J41A0,:•DR'�0��011(54) ��' .^?�«$5 BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS 33 OR AN ALTERNATIVE DEVICE Y II j MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. TW�ATORY CONDrt1(IN /2:ONE HV LOCK�9 1S SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN _ AND INSTALLATIONS AT ANY ELEVATION. 1111 LOCK or SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO 2B CORNER CENTERMATE W/(2) 1/4 9-20 x 1/2" LONG MT HEAD S.S. M.S. TWO LOCKING RODS 35 AT TOP& BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. m as$ S.5. • - ' i'- ONE ALTERNATE HV LOCK 26 MAY BE USED IN UEU OF HV LOCK nor �5 FOR ANY SPAN AND ("� JEo��E4gqY{ INSTA IATIONS AT ANY ELEVATION. ALTERNATE LOCK 1x16 MAY BE USED AS AN'INSIDE OR OUTSIDE LOCK. ATTACHMENT / S. I i t OF 1/4"0-20x3/4" S.S. THUMBSCREW TO t OR CFCENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4" ALUM. RNNUT AS SHOWN ON SECTION HVE, SHEET 8, ONE LOCK SHALL SE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. MANOATORY CONDITION i3 FOR KEYSTONE MOUNONC INSTALJJ,71r1N5: ONE HV LOCK f14 or C$ Cr 4.6 SHALL BE Tn. USED AT 1/2 OF SHUTTER SPAN FOR ANY$PP.N OR 72" ABOVE OR $LOW 1/2 OF SHUTTER SPAN FOR SPANS UP _I TO 960, AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK f3 or 2a or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO 0,or Ig SYMMETRICAL CENTERMATES W/(2) 1/4"-20 x 1/2"LONG FLAT HEAD S.S. SEE EIJD- ` ( M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS iS W/�6 CONNECTION � "3� OR��J TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON o r [ N I 3 x L K '. A o w ■ SHEETS 10 & if 18Ic P Fu" " {_ *NOTES ON HV "T" LOCKS AND CENTERMATES: _..._......__._._. __ ....._......_--.._._....._ -W:Llvnce A,v .._ .._—. _._—.._ CEN ERMATE 7 'f" FOR ANY SP AN ONF ALTERNATE HV LOCK „ MAY BE INSTALLED IN LIEU OF/IV LOCK$ 4 OR 5 O AN D IJ2 aL4 o+/� 7''a 01w',T_0i•',3TC NS TALlAT1ON AT ANY ELEVATION. ALTERNATE LOCK 46 MAY BE USED A$AN INSIDE OR OUTSIDE LOCK. ATTACHMENT 1 ice, OF LOCK Oro INCLUDES USING REINFORCING LOCKEP4� , AS SHOWN ON SECTION HVG, SHEET 9. WHICH MUST BE (�0••15,0"1�j)•'t��(17:•:f�a - -- CONNECTED TO CENTERMATES I@ AND W/ 1/4"0-20 x 1 1/2" LONG S.S. THREADED BOLT W/ 7/8"m x 3/32' =� WINGNUT OR W/ 1/4-0-20x1' S.S.M.S.INTO A 1/4"Ox 5/8" RIVNUT. LOCK MAY BE INSTALLED AT MIDSPA.N OR 12" 6•',7`:•1 y.x t 6)•7 08),- MAXIMUM ABOVE AND BELOW MIOSPAN. USE OF TWO LOCKING RODS XS TOP AND BOTOM IS MANDATORY. 5�5,-i8) 1�•@8,-8: 1,7 - �a n a)«` •a 3:�.!s•a 5 a 12 �A:' 'NOTES QN HD LOCKS & CENIERM4TES: _ LOCK:3t W/ HD CENTERWTES.3/ OR 32 W/ 33 ONE N.TERNATE HD LOCK'34 MAYBE USED IN LIEU Of TYPICAL .I HV BLADE SHUTTER ELEVATION v LOCKS Q OR'25 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK J_<MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LCCK. ATTACHMENT OF HO LOCK 34 TO 30'IS W/3 I S x 3/8-F.M. S.S.M.S..AND INCLUDES REINFORCEMENT INSERT 33 AS SHOWN ON SECTIONS HOB--HVB 010 HDC-HVC,St1EET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR AROVE ANDSPAN.USE Or LOCKING RODS 35 IS COMPLETELY OPTIONAL. FLORIDA BUILDING CODE(Non High Velocity Hurricane ane, 11 •' ...... .... C7017 TILTrcO.INC. C2011 EASIERN METAL SUPPLY, INC v�cr>rs ..' BE T TIA L E COI.a. A.S.S.A■ Accordion Shutter System Kv. BtanE #1 W/OR w/o H.V. WINDOW BLADE American Shutter Systems EV.N OESCR PT ON DATE DRA"By L.C. .• 7� / TILLIT TESTING & ENGINEERING COMPANY Aaaoe(ation, (TIC. t OLD 15-G85 7/27/1. DATE: 07/27/17 :' Q' \ 0355 Nr.'.J6UT.II..S".A5.NRvre. DA5DEN5.RWCA]]+6 42b8 Westroads Drive z P T4 P".Tu (Jos)e7,-,530 re.: :(3D5)eT L-+JJ, DRAWING No S+ •-•...,. ��L1T� (105,I871-15t30 9.— West Palm Beach, FL 33407 s 17-107 7_'O7 s/QMAI E�',o w.LTER A. LLIT;..P.E ' FLORIDA LK./44167 5 SHEET P.E. SEAL/S9Ufw11DRE/DATE 6 5 OF 20 -CONCRETE ANCHORS POURED CONCRETE POURED (SEE SCHEDULE ON OR CONCRETE BLOCK; POURED-- CONCRETE SNECT 13) REQUIRED ..._ 6- 1/4" 20.3/4'S.S. CONCRETE REQUIRED ! _.. CONCRETE ANCHORS MACHINE SCREWS REWIRED _ - -- - - tca _(SEE SCNEOULE ON W/ 1/a"-20 CONCRETE ANCHORS I ,B R&EYSTONE(SEE M•^NTR ®ON SHEET 1) - ' SHEET 11) ' (SEE SCHEDULE ON SHEET 13) '. NUT.O 1Z'O.C. �_.._._.. I EQ. EQ- MACHINE SCREWS -E.01 f-" -- �2�CRq 4: \ r rMin., 1/4'e-20.3/<'S.S. 1--EO USING 1/4'-20 NUTS / 19 II 1/2• �'/2• 1/2' I) _ ' i' 13 OR /5 �— ' -\)oR 15 E O,� I .250' MO.. , 11 I I ., ..) E 0.• r•_- -n • I E 0 1--; __-t I� I�j _.250' ..250'M­ OPTIONAL II ' E.G.• .�^ I� _ E.D.. } r, _._.......J 1_..... - i pPTroNAL :� I •-OPLONAE Ml: I (�'� TO 41A4(Se i S]EURE^J19EE1 y' ,^ ♦ MIA SEPARATION O 1755 -10 FptnFR. -1II•� �I;�...........� EXISTING_.1" EXISTING I �'i9�' SEE SCHEDULE ON SHEET 11)- G1A55 dA06 TTA® ' 1 MRN.SEPARATION 10 G17.55 1 GLASS -(SEE SCHEDULE ON SHEET 11) ------ ---_._ -. EXISTING GLASS-- C)HV WALL HEADER INSTALLATION A HV WALL HEADER INS ALLATION - B HV WALL HEADER INSTALLATION + KEYSTONE EXISTING ;�. _-.. .IAIN.SEPARATION TO GLASS GLASS--a Mr:s[rAnno+ 1 ^� "•• ^ -(SEE SCHEDULE ON SHEET 11) Tc)nAa(SIE I I �l)OR -`I� MIN. SEPARAT1014 TO GLASS I __-_.- ..1 EXISTING t e-or1xALD sm `(SEE SCHEOULE ON SHEET Ii) I I �J GLASS 11 nn D gx'jDw, a sssT n FOR y, ,.yy ES'm lA� LT1 EXISTING i iOPTIONAL, MASS.- ! E.Q.• I 4Lh1 ..OPTIONAL _ E C• i• E.D.• 1 �_.___.__._ 00 \ 5 E. D.• I Lr ri_ 1 2 OR 1 4. 11'4'a-20.3/4"..S - -j� IJ_ I LE EO N.'NE TRUSS NERD - O 1/ab-20.1/a'SS. PHILLIPS I ,_,/•��s 1$ AIACwYE .CRkl45 USING :... _ _.. ___.... .... -_ HCR TE _...--TRUSS REPO MACHINE SCREY:S C E ANCHORS -- � ---- --CO S 1'_ 1/4"-20 NUTS O 12"C.C. (SE_ SCHEDULE ON W/ 1/4'-20 NUTS O 12'O.C. E SC14ECULE O" !3) Kn POURED CONCRETE- SWEET 13) POURED CONCRETE OR CONCRETE Gln:✓. OR CONCRETE BLOCK ................_._L..__.__ 1,,01,1CRETE ANCHORS REQUIRED HALL REQUIRED !D' SILL INSTALLATION (SEE SCHEDULE ON F HV WALL SILL INSTALLA HV WALL TION .� POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED ;E! HV WALL SILL INSTALLATION tio1E_E.RR..Ccue,NArI�QF INSTALLATION DETAILS W1 1- SEE SHEET 4 rOR TYPICAL SHUTTER ----\.../_._ ASSEMBLY • E. U - EDGE DISTANCE SEE uMTATi0N5 OE USE rOR1 ( 7y BLADE2- MOUNTING SECTIONS CAN BE. COMaINEO SEE SSC;IF!ATIONS 6N S!'.EEi :3) EIADE,,0.ON SHEET IsiN ANY N'AY TO SUIT 0.NY INSTALLATION. /f/J1".. / LLT'. q A / FLORIDA BUILDING CODE(Non High Velocit) Hirriccne Zone �)GENS�•.,4�9= 020+7 TILTECO.INC. Id 2017 EASTERN METAL SUPPLY, INC. .4 Accordion Shutter System IL ECOA.S.S.A. H v. eLAOE , w/OR w/o KV. 1MPD0lJ aAOE American Shutter Systems RCVm No DESCRIPTION DATE DRA-11 BY: L.C. y� ;'�Q 4Se TICCIT TESTIIJG & ENGINEERING COMPANY Association, Inc. I OLD 15-085 7/27/1 04TE: 07/27/t7 •'•-�, - 0a�o a� 1 6355 N.w..:61r..SE.Sla.-\1R-GMOD+S.,ORM.710 4?.68 Westro0ds Drive 2 Pnone�.(3O5)8%t-1530.Fax: (SOS)5)I-1531 —DRAWING 1J0 s�QkA�.� I .-.�yl,elte<oeoo.e• West Polm Beoeh, FL 33407 3 1 7-107 ^•„� ,I• Ea-0006715 < A'• sY.f..•••.• wA11ER A.TILLR:r.P.E. FLORIDA Lie.144157 S SHEET P.E. SEAL/SIGNATURE/DATE 6 6 OF 20 i r-- INSTALLATIONS W/ HV ANE NOTES m LV LOC GODSa. ET 5. ©« --' AND ArraNATE Nv LOCK G3 ou SHEET s. CUA I IN I E%IST+NG G 055 ** g IOE'SLACK nE AR NVr IS VLL,O FOR ALL BLADE W/ HV C E N T E R M AT E S CEN•ERMATES,PPL-CARON WITH au6Eo (�f)—ZZ) OR SEE END WALL CONNECTION 10 © 0 OM© ©« EXISTING GLASS DETAILS ON SHEETS 10 k 18 00 ©•O•©D9©•O•�a 2•.7•.1;6•.0'-7 O ®•®d'�•®���� ..._3 1/4• _.__— 7• __—.____ _ B 1/2" _.. 7"..—_— .._...--) (6063-t5 ALLOY)ALUM. OPPOSING ANGLE w/(2) ,/."P rAPcoN /z' °*©•® SYMMETRYCAL A+cNoas*o CONCRETE CENTERMAT S (TOP/ T Jt CENTERMATE�S MIN. SEP nA 10•i (+)0+0.1/2"S.M.S.ro TOeE f10.3/• s.Ms. o J2 W HV ,Q�ZC, or W HV LOCK or I (SEE SCHEDULETO AT EACN ANGLE.(TYP)' O.C.FUl.LENGHT. - �* ON S4ET 1 5 FA 0 E� C� 7. - a®M©• O — . -(� .. HVB OUT � > � HVC --'- 10'©`"©'�J ® ©a HVA ©oA®c+©'Ou®oR1O '®°" --PIONCRETE OURr-CCONCRETEOR ©•O ©�©'O'®�I 1 D•©cN©•0-0-0- 6 °R •© EXISTING GUSH REOUIREO a _!( tVA.L .__ ... __. .__ x+snncC© ®°"®'®°" SYMMETRICAL 6 ' '®M' N. SEPARATION �`._ExSnN CNTERMATES °' °" ®°' TO Guss _.._.__ __.......- _ _ - _..i rLASs ?�; * ' (SEE SCHEDULE' wJ HV OPTIONAL ON SHEET ,I) C5 •, a —cam (INTERIOR) ' O•©°P O'®M'�' I�IN. SEPARATION « * - ® - 3 To cuss \. (SEE G_ (SEE I N OPTIOIJAL ONSNcEi l t) (INTERIOR) --COYrF.ETE / I VARIES — &a- 6 M,Y OUT (EXTERIOR) H V E H V F** HVD FLORIDA BUILDING CODE(Nc- H-, V, :. :. H.Irr,Cane Zone, 2t�: vv-�1sF' 56' BERTHA HV Accordion Shutter S stem I L ' �L EC-o ..c. A.S.S.A. Rv. BLADE #1 w,OR W,O H.v. NINDOW BLADE > Lt•� TICCIT TESTING h ENGINEERING COMPANY American Shutter Systems IEv.N DESCRIPTION DATE Oo.wl:EY: L.C. 111���"' •: ; Asaoclatton, Inc. , OLD 1.-085 7/27/1 DATE: 0:/27/17 6]55 N.w.]f!n.SL.09..03.NRGt9u GA.90EN5.ROROA 37tf �;.`. x/701111•. 4�s._ 4268 Westroads Drive E � •• •• \ PN°ne:(•_05167+-1530.Eo. (303)!7+-1331 DRAWING NO LSJ IIp1 A-m Ee,+ Oo9.cem West Oalff, Beoch, FL 336..^,7 3 17-107 -,. ANAL'0 I'' N'AL"E A.'RL.!T:r.PE. .nrJF1'I FLORIDA t;c. 1 44167 5 SHEET 8 OF 20 P.E.'SEAL%SIGNATURE/DAT_ 6 — ALTERNATE INSTALLATION W HV "T" LOCK C0 HV MALE/FEMALE " 0 CENTERMATLd) 9 LOCK SW V BLADE SEE ENO CONNECTION DETAIL ON SHEETS 10 & t8 INSTALLATION 11 HV BLADE ti, Ez150N""' W/ HD CENTERMATES . OUT I 2 IN , BLADE(DSLAC4 OETNL HVE.MO:CATEO CN iCET 8. AS•BELL AS J—ERS<::i:LMTiNG BLADE CD DEl"HW-N:rD, �r©•Or� IO•®^' INI�GTED ON rN15 SHfti,NAv BE USED WTH Mw'ALRRNA ('i INSTALLATION DEfu Hit HON++IN TH*SHEET SEE END WALL CONNECTION ®r©'o-..c-0- QETAILS ON SHEETS 10 & 18 ;- pDs3 T6 uLa)aw. -Ar_rK1R5 R1 CONCR[rE -: I � !�{ O (oP1exV1) � 4* (,N'DNSGCN RN+4CI'I j /IW3/.-SN.S. IZ' � _-_._— } �•�— —r i I D.C.FULL LENGNT r . N v IN 0)N V ` i V'' NN.sn Z 5• - �� 3 1 () •� ,Ai.. PINS(TMP) ;sa scNp,�r✓wT ^ —.._ / ( FZ(31).Q2 .... ._.__...--' T 30 HV "T" PRes rcry ����. fF LOCK INSIDE 5 OUT -T- 33 I 31 an t 31 oR®2 31 ae 2 * ..._.135 * 2 1/4" 0-20 x 1 1/2" S.S.M.S. 2.1.., 35---' OPDGWL) SCE NOTE 5 FOR NJ I.DCK 3@ * o-� 3/32" WINGNUT. fantNAL)HDB-HVB OUT HDC-HVC -T'LO.:K.ON SHEET QHV '•T" LOCK (OUTSIDE)- ,� SYMMETRICAL HD CENTERMAT..�S J)MMETRI.CAL HD CENTERMATES H I-i��/V�+j W1 LOCK (EXTE$jQR W/ Ci�r'� LOCK_.(lNT RI R t SEWS 9u.ullA+e+UN �- Q* (]024-T3 910Y)URGE/1µ4E F4µ �r®r©•O7 rOr 10•®r SHEET rA17SERT,OMI#0620. 1 •®r©.®e.©.©r AS N YUrACTURED Br AvpEL CH�N4Y TWOR.,PAWSPPErff,NEM'ERSEf 0705.Cr EQ-.., ©'O ©".©•O•®"t .... - ''''—®•®a©.0008•®n ...� •SEE=tFS L:LX-P:G YGGS '-s W—p 5 B:.eE(}rm' � •NLD rOR N7 GENTINTs u<Ir TCNs NR••6Utt(jj HDD-HVD** FLOATING STACK All�T FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' 1 ""• S ^Gr.: C 2017 [ASTERN NlTAL SUPPLY, INC BERTHA HV7M 0.4 A,S.S.A, H.VAccordion Shutter System . BLADE #1 W/CR W/0 H.V. WINDOW BLADE f / TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EV.R DESCRIPTION DATE DRAWN Sy: LC. ?�'•• �Q H Association, Inc. I OLD 15-0e5 7/17%1, WE: 07/27/17 \ .R.36%.SL.En 305.vP1G GYOENS.11.040-33+ o ' 1 P+q", (305)871-1S.-0.Fa-(305)871-1531 4268 Westroads Drive 2 DRAWING No / fYAI'E 6� 111 P-TP;c TIT- --1 West %Im Beach, FL 33407 3 N 11 EB-0006719 17-107 •EAArr+f+�� WALTER A.TILLIT X.PE. 5 SKEET P.E. SEAL/SIGNATURE/DATE no4x>A`:- -.167 6 9 OF 20 ...-._... __.....___......_-_.__.._.. POURED CONCRETE __ POURED CONCRETE POURED CONCRETE --POURED CONCRETE OR OR CONCRETEOR CCNCRETE OR CONCRETE 004CRETE BLOCK 'NALL i BLOCK WALL REQUIRED REQUIRED ... .. ___.......___ BLCCK WALL REOUREO -_.._.__............. .-.. .. BLOCK WALL REOUISFE / i ---EXISTING GLASS -EXISTING GLASS l...___. ..S CONCRETE ANCHOR- EXISTING GLASS. � I1t•-2`!.LIN._ STING GLASS a 16-O.C. ...-1-- A-- ..._. MIN.SEPMATI'_`H � -^2"MIN.--� I 7D GLASS(SEE LAIN.SEPARA7K1r. SCHEDULE ON.S'Wr MN.$EPAPATFy,N TO GLASS(SEE MIN.SEPARATION EO EO TO aASS(SEE II FOR BADE(DAM SVED-LE ON SHEEP iIi j TO GLASS(SEF I'1 5C-_OLEF ON SHEET 1/16•x3" MAX.-_` OI+SHEET 19-D7 11 FOR B-IM mAYD i I SCFE ON SHEE! 1+.FOR BUDS FOR (6063-T6) CONT. BiMF.50k Q'� UN SHEFT 19 FOR 11 FOR B-A CE 0AN[ GN SLEET 19 F(j. ALUM. CLOSER 1/2" 1 ON SHEET 1"FOR (LOCATE A7?2 � .. BLADES O rH'P. SIDE BADES�k® PLATE. (LOCATE tI2". � >-- BaL'fS Of'�) AT EITHER SIDE MIN 1 _ �O) _ I *S USE I'OR 2" MAX. I ...._.._....1 T I + ` PPUCABLE x2"xt B"x0'-2` -_-_.-- 2" S.M.S...� I _ (' ) / ylOxl; ._...-_.� + ALUMINUM CUP ANGLE Ft Oxl/2'5.M.5_._' O 16'U.C. O 16"O.C. '�� ------ ��` (6063-T6 ALLOY) AT EIIDHEIGH� ,.� O 110.1/2` SM.S. TUQB -- 4 __.. _ (2)1/4.9 TAPCONS ANCHORS TO / J\� WALL Al' t'O.C. (LOCATE A7 % ! SEE DETAIL X FOR f..OR ®� EITHER SIDE OF Q) ' i Oi OR ®r SIDE CONNECTION V OR ®� SEE DETAL x FOR �OR ®� TO TRACKS __ / - -- � SIDE CONNECTION __ �.©• 7Ow B 1 •®« SEE DETAIL x F 4 w a 6 7 w B'\.�'•®w TO TRACKS w v 6 7«B 10•®^' 1Ds®w0'�0'©w 510E CONNECTION -6-0-6-8-6- -0-0-0- & '©'�©©P®°r TO TRACKS ® lj OB'®w®'®-0.O«©•0 OB ®-®'®w0•@-0.0 END CONNECTION DETAIL END CONNECTION DETAIL® END CONNECTION DETAIL 01 END CONNECTION DETAIL 20 PEOUA-0 ONLY OR SPANS GREATER THAN 17'-.... -POURED CONCRETE OR 'EXISTING GLASS CONCRETE BLOCK WALL ESS S 04 -- REQUIRED -- ---- .... _ .... ._ L MIN.SEPARATION /10x1/2"S.M.S... y _ 10 GLASS(SEE a 16"O.C. M:N.SE�0.RATGN Y SCIED-Lf ON sl E-w TO CLASS(SEE ©OR®OR�OR --\lk7 I ran BADE©N:D CONCRETE 1/2-MR. SOEUAE ON SIE-F7 ON SHEET t9 FCR ANCHORO� H 11 FOR BOLE AND 4 ._______________ __T_-_..� �OR©OR�OR� —........--_— FiA7f.Smk 12"O.C. ' y��I—) .— fN SHET'T 15 FOR COJICRE7E_.-� i \/ RACES mNX Q ___ OR� ANCHOR `. EO 1 -._ 16. o.c. ! � MI ------ I EO -1N. IDR®OROOR 2'MIN 2"1 IN. � • SEE UMITAIIONS OF USE FOR �/��W V F BLADE®ON SHEET 19 VIEW (D OR PLAN D OR '� ®w© «�� ®w DETAIL X --POURED CONCRETEOR «®«©'O�Ow10•®« - _- -"�-- END INSTALLATION CONCRETE BLOCK W REGIOR �'..-©•O•©w©'O'®un HV BLADE OR (1 HV WINDOW BLADE INTO -®.®w©.®.©.©w B• CONCRETE OR CONCRETE BLOCK WALL. NDNNECTIOnDET 5� 80 ®wOO ®�® ®r�®+ NNECTION DETAIL 6 , , L � '©'® FLORIDA BUILDING CODE(Non High Veicdty Hurlicene Z(.'- 1L ,..•-•••... + 9'201 E4SIFRN METAL SUPPLY, INC ENS]•. czel> n,TEco.WC. _ BERTH TM iL ECOIH� A.S.S.A. RVaccordion Shutter System . BLADE y1 W/OR W/0 H.V. WINDOW BADE T• y��,/ i * ' American Shutter SystemsEY.Ik 0E3CRRTIDN DATE DRAWN ST; LC. TILUT TESTING k ENGINEERING COMPANY Association, Inc. I C-D 15-085 2/27/1DATE: 07/27/1, St, JAS.NRGINI4 C RE)D*.FLORAL 3315 c L` 4268 Westroods Drive : ^•''-•�a;na•; Phw»:(303)671-1530.FE.:(305)871-1`_31 j DRAWING Nc •r5• ,r\IL11L WALTE B�DTIA7R4aEv�. West Pelm Bcoch, FL 3..407 i 17-107 "s ANAL s SHEET /rrr'r rLORRJA L'K./"167 P.E. SFAL/SIGNATURE/DATE 6 10 OF 20 SCHEDULE Y1 SCHEDULE N2 SCHEDULE 83 MAXIMUM SHUTTER SPAN "L+" OR "L-" MAXIMUM SHUTTER SPANK' 1+" MAXIMUM SHUTTER SPAN*"L+" (ft.). FOR INSTALLATIONS W INSTALLATIONLEGEND ' NOTES: C TE ®/ �dMEI$JS�L LL "L-• W/ FOR JR "L-" (fl) INSTALLATIONS CCN RLLA? �. & or,(j� or 1� INSTALLATIONS W/ � Ro ' CGNCRETE & W,�O (tj L+: MAXIMUM ALLOWABLE SPAN FOi a cw_�i W/ ONE H.V. LOCK ,� or @ or or CENTiRUATC k W/ ONE HV LOCKS MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. HD LOCK ®5V/ NO LOCKING RODS or ONE FIV LOCK or 6 or® L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE OR N/ NO LOCKING WALL A. B, C, D. E. M. N. 0, P. O, A.S.O. DESIGN PRESSURE RATING. CENTF.RMAIC 2839 29 W/ ONE W/ NO LOCKING RODS ® DS MOUNTING F, K & L FO-T- LOCK 30 W/TWO LONG (SEE NOTES T,1't) R, S. & V. (VALID FCR MOUNTING Q1 (2j PROCEDURE TO DETERMINE MAXIMUM SPAN FOR RODS 35 TGP h BOTTOA! EE SnEE7 7) FLOOR/CEILING G. H. I, 11, J T. U W & X WALL MOUNTINGS (TOP/807TCM) OR FLOOR/CEILING: NNTFC ♦ CONCRETE &WOOD CONCRETE MOUNTING & M CON!iRL`31 W9GDr INSTKIAnONS 0 ' 1WrARM INSTALLATIONS NAx'NUN INSTALLATIONS GIVEN P POSITIVE A.S.D. DESIGN PRESSURE RATING, Asn oTSIa7 ASD DEscNA5.D.DESIGN PRESSWt WALL MOUNTING FLOOR/CEILING "[11SURE WILL MOUNTIt O PRESSURE ROOK/CEILING MOJI7TING DETERMINE MAXIMUM SPAN "L+" FROM SCHEDULE. MTINc MOUNTING RArWO �' JN GIVEN A NEGATNE A.S.D. DESIGN PRESSURE RATING, ((P�J) FLOOR/CEILING MOUNTING (;Pay-)) rL00R L MOUINING DETERMINE MAXIMUM SPAN %-"FROM SCHEDULE. L E.(—I-..t..-(6) I. (R) L-(ft) l. (� 1_(R) .....1L R 1...(I;� 0 MAXIMUM SHUTTER SPAN "L+"OR I-" FOR INSTALLATIONS INTO WOW SMALL BE UNITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL 10 THE 30.OR LES 16'-0- 16'-0' 16'-0' 16'-0' 30 '6'-0" 7670' 30 16•-0- 16'-0' 105 P51. A.S.O. DESIGN PRESSURE RATING. MINII"ULI DETERMINED SPAN BETWEEN -L+"AND •L--. __ 14' u•-10• 1 •-2• Is.-O" 35 _ <'-10' 1i-10- 35 15'-2• 16'-to- 0 '-7 '-1 4'-2 - 40 �3*-10' 73'-70" 40 14•-2" IS'-2` (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR _._. _ .- - -- - _ 4 _13-1• 1 - i3-4- 14-3" 45 _ `3'-1'_ 73'-1' 45 ,3•-<' 14'-3' t HV CORNER CENTERMATE LF3 MAY BE USED Al ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5' I T2'-5' 12'-6' 13'-7 50 '-S• 12'-5• 50 12'-3' 13'-1- MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/ FLOOR/CEILING MOUNTINGS: 55 11'-IO" 1 71•-10- 12'-1- tc-11 55 1 1'-10- -11.777- 55 11'-1• 11•-71' SHALL BE AS INDICATED ON MANDATORY CONDITION /2 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE NOTE i•5,SHEET 5. _...60 11'-4" 1V-4' IV-7' 12'-4' 60 11•-4" It'-4" 60 10'-2' 10'-11• RATING: -�_-. ._..... ..-_ __.._.__ DETERMINE: 65 10•-10" I t0'-10" il'-1' 11'-77' 65 t0'-10' 10'-70- 65 9'-5• 10'-1- .. .__ 77 77-------- --- Lt+m MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 70 - 10•-6- I 7W-6" 10'-9' 11*-S" 70 10'-6' 70•-6' 70 _8'-9' 9-4" L1+- MAX. SPAN FOR FLOOR/CEILING MOUNTING -_,• 75 10'-1' f0'-1" 10'-1• li'-1" 75 10'-1- to•-1• 75 - 8•-9• + INSTALU7110NS. .__......_ �- ._. ..._.._...._.._ 11'E%t�.".PT 7FiAT MAX;MI"M SMUTfER 80 9'-IO" 9'-10" 10'-0' 10•-9• 80 9'-10•' 9'-10- SPAN •L+"OR 'L-•AND MAXIMUM AS.D. DESING 85 9'-6-T-9'-6' 9'-9• 10•-5- 85 9"-6• 9'-6' PRESSURE RATING FOR.MSTALLAT.ONS INTO CONCRETE FOR A GIVEN NEGATIVE A.S.D DESIGN PRESSURE OR CONCRETE BLOCK SHALL BE LIMNED AS FOLLOWS'. RATING'. _ 10'-1' 90 9'-3: 9'-3 t- CONNECTIONS 10 KEYSTONE MOUNTING 1.1-DETEMAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 95 9'-0" 8'-9- 9'-2• 9'.10' 95 -.9'-0" _8'-9• LIMITED TO +64,-72 O.s.f. AND 8'.-0" SPAN, SEE Lz-- MAX, SPAN FOR FLOOR/CEILING MOUNTING 100 S... 9•-D" 9•-7- 100 V-9" 8'-4' MOUNTING OON SHEET 7_ T _._ __..__. _ _ INSTALLATIONS. 105 e'-7- T-11' 8'-9• 9'-.- 105 8'-Y Y-„- _.—_ I10 6'-4• I 7-7 a'-7• 9'-2- 110 8•-1” 7•-7' FINAL MAXIMUM ALLOWABLE SPAN 15 EQUAL 10 ils e-2- T :-a e' a-11• 115 e'-z _ ?:=3= SEPARATION TO GLASS SCHEDULE '"'""''�M BETWEEN "LI- AND 7-. 720 8,0" i 6•-11' 8'-2' V-9- 120 V-O' _6"-lt' (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM -„.,.,,,.125 7-10' '_6'-8' 8'-0�” I 8'-5" 125 7'-10" 6'-8' ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 __. .?8.�...._� 6-5' ?-1p '-6-1' 130 7'-8• _•6'-5• PRESSURE RATING TO DETERMINE W.XIAIUM ANCHOR -- ----1— . — —' --' WIND ZONE MINIMUM SPACING 135 T-?" 6'-2' T-9' T-9 135 7'-7" 6'-2 SEPARATION r-7' 7 6" 140 7'-5• V-11, ASTM E-1996 145--- 7--3' r 5'-9' 7'-5' 7'-3' 145 _ 7'-3' 5•-9- TO GLASS 150 7 -- 5'-Y T-i 7'-0' 15o 7'-2- 5,-7- _T5_5 ._---- --- .�_.. ._......_ ---..........-- 155 T-0' S'-5 T-2' 6'-9' 155 r-o' s-s' 1 THRU 3 )" '160 V-11• 5'-2 7'-1• E'-7" 160 6'-11' V-20- ._—_ —._. --_. �._,—. .. __....... 165 6'-10" S'-t' T-0' 6'-4' 165 6'-t0" 5'-1- ...•_...-.,1 70 6'-9• 4'-11' 6'-11• 6'-:- 170 6'-9' 4'-il" 175 6'-?" 4•-9' 6'-9" 6-0' 175 -7_ �'-9• V _ l 1 H V BLADE 180 6'-6' 4'-a• b'-9' S'-IO- 180 8'-6' 185 6'-5 4-6• 6'-7' S'-8" 185 6'-5' 4'-6' S'-6• 190 6'-4' 195 6'-3" 4'-3" 6'-5' S'-5' 195 6'-J- L�4 ._ _..__i.___--......_ F-42 _200 6'-2' 4'-2" 6'-i '-3' 200 6-2"los 6•-1 4'-, V-3= 3 - 2ti5 6•-1 FLORIDA BUILDING CODE(Non High Veircit) Hurricone Zone �`V Et,♦ •T�'" 9''2011 EASTERN METAL SUPPLY, INC. S 'i BERTHA TM L ECO I N A■S,S■A■ Accordion Shutter System �. �- ,* H.V. RADE X11 W/OR W/O H.V. WINDOW RADE • Lfib' i TILLIT TEST & ENGINEERING COMPANY American Shutter Systems EX,N DESCRIPTION DATE DRAWN eYu MiDW. LG. •'CS /- ING Association, Inc. t OLD 15-085 7/27/1 DATE- 07/27/17 33n c 4tr,, 4355 N.W.)4n 5..,s. 505.w+GwVl G.RDoa.FLOauA 33,6 (05)an-,s3o.FR,:(335)an-1531 4268 westroads Drive DRAWING No ,' 17J A"� .-,ba:rR«e.,;�, west aolm Beoch, FL 33407 3 Ee-00067,9 4 17-107 s����NAI ENS ' WALTiA A.TILLIT P.E. ,t FLORIDA LX:.�44167 5 SHEET P.E. 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SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A.S n DESM NEGATIVE PRESSURE RACING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALLATIONS (SEE MOU-CS E.G.&H 011 SHEETS 6 tr 7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: PatolD CowawrE/CONoRwM BLOCK POURED OONCIEIE (A) TO EXISTING POURED CONCRETE:(Min. rc - 3 k6i) MAXAANYEOWALL SILL MOUNTING ©CEILING MOUNIING HO FLOOR MOUNTING - 1/4.6 TAPCON OR TAPCON WITH ADVANCED THREAOFGRM TECHNOLOGY ANCHORS.AS MANUFACTURED BY I.T.W.BUILOEX. (Min. Vc - 3 W) SPAN ANCHORS SPACING LEGEND - 1/4"9 v 3/4-ALL POINTS SOUD-SET ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW. BOLT&SPECIALTY COMPANY. (Min. I'c - 3 W) (R) A.OEM WXATAE PRESSURE"Ve SA.DES"MECAIK PNESSI.M RAMC OLCrA iT2 MING - 1 4Y BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. (Min. I'c - 2 k9i 30 40 60 7! 90 120 160 20! 30 40 60 75 90 1t20 1e0 205 JO /0 60 75 90 120 160 205 - 1/1'6 TA PER• ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC.,AND DISTRIBUTED BY ALL PdNrS SCREW. BOLT k SPECIALTY rAPCW:W!TH ADVTAPCO.1 0"ANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 12 10 9 5 0 6 .5 14 12 10 9 8 B 6 6 14 1 10 9 0 8 6 6 THREADFORM TECHNDLGGY 3'-D- 14 IZ 10 9 e 8 6 6 14 12 10 9 8 11 6 6 14_ 12 10 9 .8 0 6 6 ALL POINTS SOLID-$ET OR 1/ 12 10 9 8 8 6 6 i1 t7 f0 9 0 B 6 . 14'12 10 9 8 0 6 S "' NOTES: ....... ..__ BLUE TAP W/CAP 14 12 10 9 8 0 6 7 14 12 10 9 8 8 6 6 la 12 10 9 8 8 6 6 A.1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON CR TAPCON WITH ADVANCED THREADFOR4 TECHNOLOGY ANCHORS AND n,PPER4 14 12 10 9 8 7 5.] 3.3 f1 12 t0 9 0 B 6 6 14 12 10 9 0 s e 5 TA!=PcR� ANCHORS IS 1 J/a',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 4'-0- 14 12 IO _9 0 8 6 6 14 12 t0 9 0 e 6 ,6 /4 12 t0 9 e e 6 ].] II 12'10 9 0 ! 6 4 14 17 10 9 0 0 6 4.! Ia IZ 10 9 0 9 1 3.5 A.2)MINIMUM EMBEDMENT OF 1/4'9 X 3/4'ALL POINTS WO-SET ANCHORS SHALL BE 7/8-INTO THE POURED CONCRETE. NO EMBEDMENT 14 12 10 9 ! 0 6 4.3 I4 12 10 9 6 0 6 a.! t4 12 10 9 8 0 6 4.S INTO STUCCO SHALL BE PERMITTED. 1/4.6-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO 14 12 10 9 7.3 5.5 35 - 14 12 10 9 8 0 6 ] 14 12 10 9 8 7 5A 4 •sce uullArKXHs or VSE roR EXIST.AND t-MINIMUM FOR WALLS WITH NO STUCCO 14 12 10 9 8 ! b 6 14 12 70 9 0 6 6 !.a 14 12 10 9 8 8 6 a.a ILA..- •A aI 5HEE1 1S 5-0" 14 12 f0 9 0 7 4 14 12 10 9 8 6.5 S 3.5 14 12 10 8 6.5 ! 3.53 A.3)M CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 12 1u 9 0 7.5 1.5 - 14t2 10 1 9 6 8 6 14.3 14 12 110 9 1 8 6 4.3 3.75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 _6 7.5 MI 1.5- - 14 12 10 9 8 7A SA 4 1a 12 10 9 e 6 4.5 3.5 NOTES A.1)&A.2)ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR -'_"' - """"" """ -""' ""' INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 2O. 6'-0" 14 12 t0 9 0 0 6 - 14 12 10 9 0 8 6 5 1• 12 10 9 0 6.5 S S.S 14 12 10 9 7.5 5.5 3 - 14 12 10 8.5 7 5.5 4 3 14 12 0 6.5 5.5 4 3 - 14 12 10 9 8 6 - 14 12 19 9 8 6.5 S 3.73 1 12 10 8.5S 4 - (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 14 12 0 6.5 S.5 _] 14 12 10 9 6 Al 4.! JA 12 10 8S 3.5 3 - 1/4-0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W. BUILDEX. A 14 12 t0 9 0 ! - - 14 12 10_...9. ! 7 5 4 17 10 9 5.5 1 3 - 1/1'9 a 3/4•ALL POINTS SOUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COAPANY. T-O- -- ----- - -- - - - - - - t/4'e BLUE 1a CONCRETE ANCHORS w/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT. INC. 14 t2 10 6 6.5 _• - - 1• 12 9 7.3 6 4A 3.5 - t4 10.5 7 5.3 `5 - t/4-6 TAPPER• ANCHORS AS MANVFACTURfD BY POWERS FASTENERS,INC.,ANO DISTRIBUTED BY ALL POINTS SCREW, DOLT h SPECIALLY 14 L2 10 b.] 1 4 - - 14 t2 t0 9 7.5 A5 4 - 1• 12 9 7 ..S - - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AJ4ERICAN SHUTTER SYSTEMS ASSOCIATION. INC. 14 11 7 5.5 1.5 - 11 12 10 9 7.5 S.S 4 f4 t2 9 7 {.S 3 .. ..- - _- ........... _.._....- - a.-O- 14 12 IO 9 e 6A - - 14 12 10 9 5 8 4 - 7a 12 10 a S 3.5 - NOTES: 14 17 SS 7 5.5 3 - - 14 12 0 6_],5.5 4 3 2.5 9.5 6 53 - - 8.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER. ANCHORS IS 1 1/4-AND TAPCON 14 12 9.3 7.5 6 - - - 14 12 9.5 8 6.] 3 - - 14 12 8 6 4 - - WITH ADVANCED THRFADFORM TECHNOLOGY ANCHORS IS 1', 13 9.5 6.5 3 J.5 - 14 12 10 B 6.5 5 14 12 0 6A51 4 ...- _ _. - _..5 _....._._ _....... - - 4' 0' 14 12 10 9 8 - - - is 12 10 9 7.3 4A - - 14 12 ILS 7 _4 __ - 8.2)MINIMUM EMBEDMENT OF 1/4'c . 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBECDED INTO THE CONCRETE BLOCK. NO 11 11.5 7.3 6 • - - - 14 11 7 5.5 S ].] _-_ - 11 8 5.5 4.5 15 - - - EMBEDMENT INTO STUCCO SHALL 8E PERMITTED. 1/4'6-20 S.S. MACHIN[SCREW USED SHALL BE 1 1/e LONG MINIMUM SHOULD STUCCO 14 12 a 6.5 4.S 14 12 8.5 7 5.5 4 - 14 10.5 7 5.5 6 4.a - - EXIST,AND 1•MINIMUM FOR WALLS WITH NO STUCCO. IA 0.! ].] 1 14 12 9 7 6 4.5 - 14 I7 7 5.5 4.5 3.3 10-0� 1/ 12 t0 9 14 t2 IO 0 6.5 3 - - /1 t2 e 6 S a - - B.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, /1 t0.5 7 5 3.5 - 13 9.3 6.S S 4 3 10 7.5 5 4 3 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SND WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON la 1t 7A S.5 - 7s IIA 9 6 5 1 2.519.3 6 5 4 • NOTES 9.1)& B.2)ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER 70.5 8 a 14,12 8 6.5 5.3 4 13 70 eA 5 • J FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. - _. - - .. ._ _.___ .. - - 1/ 17 10 - - - - - 14;12 9 7 6 a.! - - t4 10.5 7 !.] 1.5 3A 'S - -A 9.5 ! 16 4.5 4•------ ---- -- - -. G 3 9 7 (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPEC'fITIONS Of THE ANCHOR 12MANUFACTURER. 2 9 4.S 3.3 3 - - - 14 11.s 7 s.5 4.5 - - - La 8.5 SA 4.513.75,- - 9.5 7 a.a -_ __ - to It.]7.3 6 S _ - 12 9 6 4.] 4 _ _ (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ECD.)VERSUS SPACING RELATIONSHIP FOR ANLMGRS. 12,-0' 14 i] t0 _ - - 14 12 a 6.5 S.S - - - 13 10 e.5 S 4 - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: I.5 6.5 4.5 - 17 0 _L_3.5 e 6 4 ] MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE D.STANCES INDICATED BELOW. FOR E.D.LESS THAN THE INCIATED.REDUCE ANCHOR SPACING 13.5 9.5 b 13 9.3 6 .3 S 4 0.5 0 S !4 BY MVLnPLY1NG SPACING SHOWN 01N SCHEDULE BY THE FOLLOWING FACTORS. 9 6.5 _ 14 10.3 7 SS 4.a 11 0.3 S.3 a,3 3A REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOP.INCH ANCHOR TYPE. 14 12 - - - N 1.5 7.] b s - - - 12 9 6 4.5 4 - - FACTOR 10+52-6-, 5 6 - - - - - 10 7.5 5 4 3 - - 7.5 5.5 4 3 - - -_ - ACTUAL TAPCON WITH ADVANCED TAPPER + 2A 6.5 - - - - - - 12 9 6 4.5 4 - - - 9.5 7 S i - - - - EDGE TAPCON ALL POINT SOLID SET BLUE TM W/CAP __ _ V BLADE OR DICTANCE THREADFDRM TECHNOLOGY MIN. SPACING 0 6 - - 9.S 6.S 5 - - - - 0.5 7.5 S 4 - E.D. MIN. $PACING- 3- MIN.SPACING =3' MIN. SPACING 3 1/2' MIN. SPACING 3� J 3/1- 4' 14 17 - -- - - 14 10.3 7 5.5 - - - II 0.S 53 4.3 14'-0' 10 1.5 - - - 9 7 4.5 J.5 - - - 7 S Ss i s - - - - BLADE W POURED CONERECONCRETE A N0M o°1CFETE cvNrnEfE 0.°0` POURED c'o�NCOR[rE BLOCK �caREicRECTE�&o�cKA POJ W'3�R CO"DRIE a°°L _...... - I1 8 5,5 4.5 - - - 9-6.5 4A - - - - - ; V WINDOW LCI:. ,E.3• MN ED.-3 1/2• LIN ED.•2 1/2• MIN,E0.-3 1 MN ED. 3* NIN ED.-3 1/2' E0.-21/2• r,-5 e - - - - - 7A - - - - - - - 12 9 6 - - - - - 9.5 7 4A - - - - - L��i 090 10 _ 084 1.0 9_5 20 - lose s -_ - - - - BLADE WORKING 15,-0. Iq - _ - - 64 - - _...6.5 _ ......_ ...,___..0.91 -... 1.0.� _..-__. __... .. .... .._ -0.87 .......1.0 - 10 - - - = - - - os e s - - - - ss 6 a - - - _ IN UNISON ♦ 0.7t - - - 0.519 6.5 as - - - - - - 0.91 - - - 0.4316•_U• 71 _ _ _ _ _ 12.5 9.3 6 _ _ _ _ - 10 7.5 S - _ _ _ _6 4.5 3 _ 0.30 - - - - 0.35 - - 9.37 S - - - - - 6 6 . - -.C- -? FLORIDA BUILDING CODS Non Ni I"; Velocity Hurricone Zone '1(11*`` •• nLTF C2C17 EASTERN METAL SUPPLY. INC. BERTHAA HV,. llt L,cENs `/ A S S A Accordion Shutter System - tL ECO 7' O- ■ ■ ■ ■ H.V. BADE X11 W/OR W/O H.V. WINDOW RAM •��T ! American Shutter Systems EV.R DESCRIPTKM DATE ORAYAH W: LC, TILLIT TESTING & ENGINEERING COMPANY Association, Inc. o D t5-C85 7/x7/1 DATE: o7/z7;17 �nc Of . 6155 N.W.36J•.S..Su.305.YNG!rA WRDO:S.FLLYNP4 2316 Pno+•:(3os)e71-±530.F9-:()os)571-t53, 4268 Westroad5 Drive x DRAWING No -` 1C •-moa:ea.colem.ce�. West Palm Beoch, FL 33407 s -/ �7 �,p'•.ARIDA,.••'��' E5-.0006719 1 / O/ r1 _ VJO �•,��H411 WA.TILLIT Nr.P.E. N N FLORIDATo9Lic.0 44167 5 __ SHEET �Fpl. SE73L% jGA7(712 /DATE 6 - 13 OF 20 f CC 4 �+ ^ O N � n c N �P =� Z " T d0 i O 'u QTY o� n Q n z C-) t Oz >(7 I.. ci� o WO WI O'n m to ZOIN 0Zn Wa ■ E O Oyu o ,*� �aCi ja un Z N W U W Z(L S O TUB:. < ■ N CO� ;0z N V pNfr Z I-ZtO aO m 4 Np y0�4 O p.L �� ow ■ aim t-2 04ZW ♦^ 03 J4fQS v, c „ E ?aR'IU/1 ■ O Q NQ O a ; y =�n a y O - = U.Jno _ lin I I I '1 O t5 .�m mlm .IN 1 hl. Zinn 1 1 m:n 1 I ml 1 mll r Ih 1 I 1 . ijl 1 . 11 I $ Z 1 gg V s m,n n m mim♦gym I ml� I I m l l l m 'I I n I I 1� 1 � � Z' ! gmmmnmmn.m'mim,mm�m.l.nm .nmin;. ,im �mIIImI W �'" Woo in mm nn ><i3 ^ I.,lm mjm mjm mim mie , m nim m .n'm m�ie1� n�m•!. .n�m!„. rI ;m' mF pp n�n ml� V Z.Px ' i i�L ... mim min ' m'm �,m�m mlm„ml~n nlm. W m n mlmmlmlm m�m min m mim =c Qi 'R m m'mlm ...14- o m -.H mn jn♦ n„n� • I n l l o l 11 .1 I I nil I I Ijl I I I' r 111 1 1 1 1 1 1 1 1 lil 1 1 nflll♦In �'(pJZ W tnW= 111IIIII 1r IS t `r im-' eom m l Illl IIl I Iemm ! '0 0 000'eeoim0000000mo�o o00000,0�000'00000000:00000:0oe eio0000o eoo O N h %l Yl 10 h f iA W m OI MAXIMUM A.S.D. DESIGN PRESSURE RATING (p a f) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN, NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE. (SEE UDUNTINCS ON SHEETS 16& 17). !S3 LJ FEB T R SOUTHERN PINE No. SPRUCE PINE SPRUCE PIN SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2' MIN. COX 2 W AN.C-0.55. FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD MAIN+C=O.so",/ W/ MIN. G=0.43 W MIN. G=0.36 M.xwu srw(N) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T FLOOR MOUNTINGS FLOOR MOUNTINGS FLOOR MOUNTINGS WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS M, N. O & R W & X M, N. 0 & R W & x M, N, O & R W & X P & 0 S &v 5 &v S & v .- ..... ...__.__...._ ___.............. ._..... ..........._.. _..___.. ___......_._- _. __ _..__._ ..... ..-......... .._. _.............- ....... .....__._- __.._. --_._._.__._._. __ .. ....._._-.. P.R9'X IEW14 RMH 701(F) Ma RWN1 MUK MRL OW WWK R139M ROK,Mn S6 KM"'K IR5YR WK(14 Ail.7361 RTA'M REPR MFL(OFl oma XEwK R K+AM;64 oma RWK Mon t1RL M� K"RGP4 Man 1WFL M 12 oma KWV.RMK MRL 0 LSO III=IQAN PRaR�wx Mn I ....... -..-.... 40 6G 75 - 1,05 30 IC 80 75 90 OS 30 a0 60 75 90'ICS 30 40 60 75 I40 05 30 t0 60 75 40 05 30 40 60 75 90 OS 30 40 60 75 90 OS JO 40 6�0 75 901105.30 W 60 75 90 OS JO 40 60 75 9G CS '-0'OR IES 12 10 10 9 8 8 6 b 6 6 6 6 12 10 10 9 87_8 E 6 6 6 6 6 t2 10 10 9 8 8 6 6 6 6 6 6 6 5 4 1 1 3 12 I12 12 12 12 12 12 12 12'12 12 12 12 12 12 12 12 12 '-0' 7 0 t0 9 8 B 6 E 6 6 6 B 12 10 1O 9 8 !a 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 t2 12 12 12 12 12 12 12 12 12 t2 12 12 1Z 12 12 12 t 10 10 9 6 8 6 6 6 6 6 5.5 12 10 10 9 113- ' 8 6 6 6 6 S i2 10 10 9 8 7 6 8 6 8 6 5 6 5 4 1 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 0. _ tC 10 9 8 E.5 6 6 6 6 5.5 4.S 12 10 109-- 6 6 6 .5 5 4.5 t2 t0 70 9 6 J.S 6 5 6 8 5 /.5 6 5 t i JL5 - 12 12 12 t2 T2 t2 t2 t2 12 12 1212 tI t2 12 i2 10 8.5 7'-0' 12 10 tO 9 6.5 4 6 6 6 .5 4.5 t 12 10 10 9 6 6 6 S t 3.5 t2 t0 10 7 3.5 - 6 6 6 5 4 },S 6 5 4 t 12 '5 12 12 12 t2 t2 12 12 t2 t2 t0. 12 12 12 0.58.5 ZS 8'-0' t2 10 10 75 4.5 3 6 6 6 5 1 3.S 12 10 10 6 6 6 5 .5;3.5 3 12 f0 10 4 6 6 5 .5 3.5 J 8 5 4 - - 12 12 T2 12 12 12 12 12 12 12 11 4.5 12 IZ 15 9 7.5._._ _ I -_ _ _ - _ ._ - - ... - - .. _ 9'_0' 12 10 10 5 3.5 - 6 6 5.5 .5 3.5 3 12 10 9 4 - :- 6 6 4.5 4 ! 3 12 10 4 3 - 8 6 4.5 4 3 3 6 5 3.S- - - 12 12 12 12 12 10. 12 12 12 11.19.5 8.5 12 12 10 8 6.5 5.5 t0•-0' 12 10 7.5 4 6 6 5 4 3 - 12 10 6 3 - 6 6 4 .5 3 - 12 10 3 - 6 6 4 .5 3 - 6 - 12 12 12 t2 I.59.5 12 12 t2 10. 8.5 7.5 12 12 9 7 6 S ... - _ ...._.. ._ S - - - -0' t2 10 S.5 - 6 b 4.5 - 12 10 4.S 6 S.5 3 12 10 6 5.5 4 I- 6 5 12 12 12 12 10 IS 12 12 12 9.5 8 7 12 12 4.5 _. .... _ _ - - - ._ - - _ '. - 4 - - - - 12'-0• 12 10 4.5 - - - 6 E 4 - 12 10 3.5- ,- 6 5 3.5- :_ _ 12 10 - - - - 8 S JL5- - - 8 12 12,1. 9.5_8....12 12 11 9.5 7 6 12 t.5 ZS 6 S 4 13'-0' t2 TO 6 6 - 12 t0 6 4.5 - - 112 7.S - 6 4.5 - 6 4.5 - - 72 12 12 0. 8.5 7.5 12 72 10 8 .S 5.5 a2 O.S 7 .5 6.5 4 tt'-0' 72 10 - - - - 6 5.5 - - - 12 7 - - _ - 5 4.5 12 - - - .5 4.5 - - - 6 3 12 12 12 9.5 8 6 12 t2 9.5 7.5 5 4.5 t2 9.5 5 4 3 - S - - - - - 6 - - - - 12 f 2 11 5 7.5 S 12 12 6.5 7 6 4 12 9 6� 54 16'-0' 12 - - 6 - 12 - 5 - - I- - t. - - - - - 5 - - - 6 0. 83 6.5 a 12 i Z 8 6.5 5 3 11. .5 5.5 4.5 JL5 - �) HV BLADE OR r HV BLADE W/ II A HV WINDOW BLADE WORKING IN UNISON* •SEF UM:TAiq`NS OF USE FCR PlA^:l�ON SCR 16 + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. I ANCHORS TO Wal..FLOOR OR SOLID WOOD SOFFIT SMALL BE AS FOLLOWS. 1 SUBSTRATE SMALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No.2 W/6-0.55(N.O.S) - 1/4-0 TAPCON ANCHORS,AS MANUFACTURED BY I.T.W. BUILCEX W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS RR W/G-O.SO(N.D.S.) EACH SECTION ON SHEETS 16 k 17. -SPRUCE PINE FIR NORM W/C-0.43(N.D.S.) FXCEPDON.SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G-0.76(N,D.S.) -MIN. 1/2'COX FLYWOOO(1966 APA) 2.ANCHORS TO HOLLOW CEIUNC SMALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSISI OF LAG SCREWS AS PER NOS 2015 SPECIFICATIONS. 4.ANCHORS SHALL BE.INSTALLED FOLLOWING ALL OF THE RECCMMENOtTMNS AND SPECIFICATIONS Or THE ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE Non High VelocityHurricone Zcne 02011 TILTEi•. 02017 EASIERN 1,IEIAL SUPPLY, INC ER TM L E C O 1 H C A 7.S.S.A■ Accordion Shutter System #; I{v. BLADE gt w/OR w/o H.V. A+wov RADE J7t6 TILLIT TESTING & ENGINEERING COMPANY American Shutter $YSf9SystemsC5,,1 N DCSCRIPTION DATE ORAWrt Br; L.C. .W. 51..Ste.7G5.N J!!N. RGMN GArt00S.ROPo< Association, Inc. OLD 15-085 ,7/27/1 GATE: 0?/27/17 6735 IJ W. .i• P1,e�<:(305)671-1530.Fal:(305)871-15314268 Westroods Drive 2 DRAWING No <-4 rn«000e:Po,.1 West palm Bench, FI.. 33407 s -/ "�/VNA�F•. 'j1LL4 WALTERB-OOA TILJ19.P.E. 4 �I�/ FLORIDA UP./44167 5 SHEET PLG SE/11/5t6NA111RE/DATE 6 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 1 HV & aA HV* BLADES AS APPLICABLE AX. SHUTTER SPAN L+ 0 — FOR INSTALLATIONSLAD WOOD WITH HV BE 1 N YSHALL WALL FINISH LIMITED TO 105.0 psf, SIG PRESSURE SEE 5HEET 19 FOR j x_1/4"0 TAPCON OR A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 1 ) WORKING IN UNISON + i TAPCON WITH ADVANCED THREAOF'ORM TECHNOLOGY I 1/40 TAPCON OR W/ 1 1/2"Mm. PENETRATION _ �_TAPCON TH ADVANCED THREADFORM TECHNOLOGY ---- -- -------- - - -- ' OF THREADED AREA W.TO I W/ 1 1/2'Min. PENETRATION OF THREADED AREA TO EXISTING I �� _ 1 Mt.SEPARATION f1 EXISTING WOOD HEADER. -. , WOOD HEADER. (SEE SCHEDULE ON SHEET 15) TO GUL4(SEE I '-�OR y I N (SEE SCHEDULE.O!I SHEET IS) r 1/4"a-20.}/4•S.S.MACHINE SCHEDULE ON SHEET _ �- (�p(L) - SCREWS W/ 1/4•-20 NUTS ~__ It FOR ELME E.APO p •FL{!l _ CII� \% �.J O 12"O.C. x I ON S-FET 19 FOR �_ ( 1•M,, -F--T EXISTING BLADES S,k 1111 T•:\C1\l\1ll\t ,-EO 'CO-4 GLASS---I ' I .._ ry „ WALL— _ FINISH VIII I T10NA7. ' '.I_..._.. `WALL I' — ---i E.STING MIN. ' ' V OR `�-2'.4•WOOD ,(�4r __- ExISTING MRL c: \ All - vVV77 HEADER REOUIREC --A@OR 'V" I `-2-.f-WOOD �-- HEADER REQUIRED 1/4b TAPCON OR TAPCON WITH ADVANCED EXIST!N!. MN.SEPARATION t ( I I1 � - 1HREADFORM TECHNOLOGY N% 1 1/2' GLA-` - TO V.� SEE I I PENETRATION OF THREADED AREA TO SCHEDULE aJ(9 'f 1�L MIN. SEPARATION TU GLASS F.XIS ING WOOD HEADER. '-- - I I FOR RADE,0AAD -- EXISTING f"�(SEE SCHEDULE ON SHEET 11)— (SEE SCHEDULE ON SHEET 15) ON SHEET 19 FOR CLASS- F. ILl ALLSILL�HV WALL HEADER INSTALLATION INSTALLATI01 M ADER INST&LO • ` MIN.SEPARATION TO GLASS _ II--(S� ARATION TO Z Ex15P.NG -- ----- ....._ I "E SCN. HEDULE OIN SH1.T$51;` I L, 1 EXISTING T ) EXISTING O GULSq. _ ' --(SEE SCHEDULE ON SHEET n EXISTING I 2 1•CONT- MIN. SEPARATION TO CLASS 1 --� GI ASS 1 MIK. SCHEDULE ON SHEET 11) i GLASS-- i WOOD PLATE, n_ n _ E t/4bS REO D. S5. .R "51/40-20.3/1 I USING 1/ 20\LTS u ;MACHINE SCREWS W/ 7j. I. ! -WALL 1/f'-20 NUTS O 12•- _J _ f O 12'OC t FINISH ; D.C. @ 13 8\ F, ADOR `. 214"CONT:WOOIt I --ED __O- REO'0. . REO PLATE 1 -{0 -EC I.. . in Min ,,� `-1"M . 711 J" ` \ ,-_..._ / '• = 1/4-C rAPcoN OR TAPCON WITH ADVANCED \I V-V ` I THREADFORM TECHNOLOGf W/ 1 1/4y TAPCON OR TAPCON WITH ADVANCED 1 I -_ - EXISTING THREADED AR_A TO 1/4'D TAPCON OR i ,-' 2•N- PENETRATION OF THR CONT. SILL I 7HREADFORM TECHNOLOGY W/ 1/2• - --- --_.- �E- REO PLATE_ - 1 (SET SCHEDULE ON HEADER 15) M;n. PENETRATION:OF THREADED AREAL INTO PLYWOOD TAPCON WITH ADVANCED 1-SEE SHEET R MFORBL TYPICAL • (SEE SCHEDULE ON SHEET IS) EXISTING MIN. 2•x1- I!2 MIN.CD%� THREAOFORM TECHNOLOGY SHUTTER ASSEMBLY. N'KL FINISH PLY/OCD REO'0. W/ !/Y Min PENETRATION OF 2-MOUNTING SECTIONS CAN 9E -1/2-M!r+. COX PLYWOOD REO'D. STUDS O 16 O.r. MAX. WALL FIr+ASH _ THREADED APIA INTO PLYWOOD COMBINED IN ANY WAN'TO ! REO'0. PLYWOOD TO BE !SEE SCHEDULE ON+SHEET 15) SUIT ANY INSTALLATION. ,R j HV WALL SILL INSTALLATION EXISTING MIN. 2"x4-STUDS O 16•U.C. MAX. REO'D. ATTACHED TO STUDS IN -' PLf*OOO TO BE ATTACHED TO STUDS!N ACCORDANCE ACCORDANCE WITH WITH SECTION 2308 OF THE FB.C. SECTION 2308 OF THE HV WALL SILL INSTALLATION •SEI UM.,a7:'S OF DQE OF P HV WALL SILL INSTALLATION F.B.C. BADE ± oN SHEET r,9; FLORIDA BUILDING CODE(Non High Velocity HUrnc°;B Zone,' ...... c.•., (T w_ 02011 TR.TECO.-I, LC 2017 EASTERN METAL SUPPLY. INC L' �•P1 BERTHA HVTM uf)vi, ✓ ' Accordion Shutter SystemA■S■S A w/OR w/0 KV. YPoOa BLADE RVADE. EE TICCIT TESTING & ENGINEERING COMPANY American Shutter S)+51B f71S N DESCRIPTION DATE 6RA1N+Er: L.[. ' Association, Inc. D_D ,5-GEIS 7/v/1 -TE: m/z7/n '` •': � F 1155 N.w.34ex.SL.SN.:CS,NRGNAi CAADe-1+5.FLCADA 3316 Ph— (305)871-1530.F.:(305)871-1531 ti2fi8 weSEroCdS Drive 2 DRAWING No �. (Q�I�A ,•[.lV \N .-mow: West Palm Beach, =L 33407 3 17-107 7_t 07 .i V.t1 '••...... `��+11T� EB�eoo671s , NALiCA :ILL:1 r.P.E. FLORHK LiC.1 5416' 5 SHEET P.E SE r TAME' DATE 6 16 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 1 HV & HV* BLADES (AS APPLICABLE MAX. SHUTTER SPAN L+ OR L— FOR INSTALI er1nNS INTO WOOD WITH HV -ME Cl) ONLY WALL FINISH HAL BE LIMITEDsf. A.S.D. DESIGN PRESSURE RATING SEE SHEEI 19 FOR MA 1/4'0 TAPCON OR SPAN & DESIGN LOAD FOEL, ION WITH BLADE 1 & A WORKit a IN UNISON / ..... d Y TAPCON WITH ADVANCED 4-.8-(Min,)EXISTING - - -- �EO �EQ7 MIN THREADFORM TECHNOLOGY WOOD DEAR!REQUIRED. W/ . 1/Y Min PENETRATION STRUCTURAL ADEQUACY - -EDGE(IF APPLICABLE) OF THREADED AREA TO 1/4'0-20x3/4'S.5. OF EXISTING WOQO BEAM —i EXISTING'A. NEA OER 1' PHILLIPS TRUSS HCAO TO DE CERTIF!EC BY _ --µA (SEE SCHEDULE ON SHEET 15) M'^ i MACHINE SCREWS REGISTERED ENGINEER OR q W/ I/4"-20 NUTS ARCHITECT PRIOR TO EO---T-- (.p_._. _ _ _ _ g .__ EXISTING WOOD (<.TltiDf 1 18 . EQ-!-EU ��-O 12'D.C. SHUTTER INSTA;UTION. __ _ _ 1/I ..i TRAFIFR04' C.C.REWIRE[ JORtl. 1/4.0 TAPCON ORTAPCON WITH ADVaNCED �Z _.57' THREADFORM TECHNOLOGY � '3 1 _EXISTING SOFFIT Rl6aW/ 1 1/2-Min PENETRATION v J/4"Moa. THKOFTHRENJED AREA TO '-EO=-EQ- j14X3'4' -EO EQ- PTK7IUL ... .. / ' �CONT.PLUM.TUBE EXISTING WOOD HEADER. $.M.S(SEE SCHEDULE ON SHEET 15) �O 6'O.0 (6063-76 ALLGOY;W/ f Of \JIII� - 1. Df 1 3 or 1 5 EA)N/16'.L RC RW STa 1 C TAE 0EXISTING--: EXISTING MIN 2'X4" ..) 'I LOCATE UG SCREWS AT NEADERREO.0TMIDWIDTH OF EXISTING WOOD CLASS IL __ MIN. SEPARATION TO GLASS J OPEN HOLE AT EACH--/ "'J MEMBER, (2"M:n NOMINAL WIDTH)w 2'Min. (SEE SCHEDULE ON$HEFT n) E%ISbNG - STUD 70ACCEPTS /GLASS ' G SCREW PENETRATION OF THREADED 5/16 0 U AREA V TUDFOR AT CENTER OF TURF. �M I I I INSTAL-AT ICH$WiiH 72pi' HV WALL HEADER INSTALLATION MN " MAX.AS.D. S WITH LOAD AND TC PASS(SFE EXISTING MN g TKX. V I SCIEDLU ON SHIr. . I CLASS-— 7D LlAS(3I I' 9'-0 MAX.SPAN.THIS n w FCR aA'1 xAw - sOm7 ¢seri ONLY VALID I ae SNEE7 t9 r06 OOR 1� _-'. � aq �?;yp - FOR AWOOD IO WjS MIN.SPECIFIC li 9ADE5�;'a 1311 W SNEET 19 f17tGRAVITY CF 0,50 AS IR OF 3MCS LTt Tj1 �. �I R �• OR EOUA_I U'HERV PIN�Neul. 2-MOJNTING SEOTgN1 C4.V 9E CONBMIED T�'HV CEILING INSTA I erinN --=------_.Y._�___-1- __......_.:;_.___ - lOo ` Mi AN'r WAY TO SIAI ANY IN5IPLUTIDN. U V CEILING IN T T ON MN.$p iAlpN � , t Nous(5TE I -----LJ OR r__ I I 7 MI'1. SEPARATION TO G55 �SC. L1E DN MIN. (SEE SGLASSHm CHEDULE ON SHEET 1 t)--" EXISTING 11 FVR 9--M S A4 �S SEPTO CiARAnON EXISTING I GLASS`. a+SHM 19 FOR 3 .� USS GLASS--J I ___01FEACE5 r1'&. , ..._.__ I(SEE SCHEGULE 1 I L'/ 1 - ION SHEET 11) F J I I ] ALiF.P,r,ATF._ T WALL-: ANCHOR 11 _ FINISH LOCATION I I I - } 1 1 —-' : 3/6 IMX EXISTING : 1/4•� 6 7 0"IOX3/4'HEX CUSS- / III .......7 I Moa- J•� .� 3/6-Nlw. �,.__WASHER HEAD TEK 2'*6"MIN.WOOE DECK REQUIRED OR Yx6' ATN. wOOC-- P SCREWS 0 12'o.c 'NO FINISH d - DFCK REQUIRED (ND L 1`t „� —.� I FINISH ALLOWED, _ - 7 - _. - ALLOW \ 1B POF 9 ` ZJ L.EO. �Q EDGE Or DECK- ,.. _ .- DECK IF iH I I IF APPLICABLE t'-U t �I 1/1'0 20[3/4'S.S. _, .. - ,_ APPLICABLE 1 4'0 TAPCON OR _ - _._ -_.. - .. .. IF APPLICABLE _ 'ED / L 1w�` PHILLIPS TRUSS MEAD _ 2"Xa'CONT. I• TAPCON WITH ADVANCED Mm. -MACHINE SCREWS - _ ..2� �`__.____ / - -$ILL PLATE ' I. RM TECHNOLOGY W/ I/4'-20 NUTS 1/4'0 TAPCON OR TAPCON WITH.AD'JPNCED -- ED E OF DECK TH 1 I/2'Mm PENETRATION / ' 1 4's TAPCON OR TAPCOk IT ADVANCED THREPDFORM.-- 7HREAOFOPM TECHNOLOGY W/ 1 1/4'Min - ---2 R6w, _--- RE00. OF THREADED AREA TO O 12'O.C. TECHNOLOGY W/ 1 t!2-Min.PENETRATION of THREADED +_2•MIN. PENETRATION OF THREADED -'- EXISTING WOOD HEADER. AREA TO EXISTING WOOD HEADER. (SEF SCHEDULE ON SHEET 15) AREA TO EXISTING WOOD HEADER. (SEF. -- __ .._........_ (SEE SCHEDULE SCHEDULE ON SHEET 15) (N+SHEET t5) V HV WALL SILL INSTALLATION e c[!diA' �� iv FOR 'W`H_V FLOOR INSTALLATION X HV WALK—OVER INSTA I eTION 1 T C2017 TILTEEO.INC. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' 6'•2Ct 7 [ASTERN METAL SUPPLY, INC. BERTHA HVT *; "L'E A�S S�A� Accordion Shutter System H v. aanE y1 w/OR w/o itv. vllroow eLAOE •'•, * TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems Ev.N DESCRIPTION DATE DRAWN BY: L.C. R•'•, Q 6353 N.W.]61n.Sl.5!a.3:15,NRCX:q O:MNOfl14.RORAA 3316 Association, Inc. I OLD i5-Oe5 7/17/1 DATE: 07/27/17 a PnonW:(305)871-1530.F6a:(3051071-Is31 4268 Westroods Drive 2 Ile a-mmr IaL.ceOoP.oeln West Palm BeGCh, FL 33407 s DRAWING No s��NAL E � EP.-DDD671fr 17-107 WALTER A.TILU7-P.E. { P.E. SEAL/SIGNATURE/DATE FLORIDA L:6.(t 44167 s SHEET 6 17 OF 20 Y END INSTALLATIONS 1 HV BLADE OR WINDOW BLADE INTO 2'±x4±' MIN. WOOD STUDS 2••.-N,N w n .. _. 7-'sues e[c'o. rs•uu,.Waa� WOOD STJUS_.. •/•Y SACN,v fA5 MUG E) •\ \ /t:.-.l'iNlryga D e•O.C. MOS P.FO'D. \\ / I PENETYIi£II NSG \ , X7'000 SNOS. P'M J' \ / X I STV)S w./ a` PZ-6knrs r No /� sram. -E.STN.MASS L.../ \ rim, Etrs�FO 7 + ` Fi1STNG 61.'55 ro aA45 fvz '/-.•wN.cnx ._. .. ro aft a'•P>�9ME j)� PL+'WooD. ;,n v�E w S'Im --- ur NCArw '.`T reN.cD:-- :" 1/•E-.1•N4Y ' Wl SCPIMMw w sN2T,s rcw - 16 ra aXIE 1%N+. ro aAa fs¢ ro as f`II (lC6J-T61 CON ,nrl - w SIE*1 1f S>@yE w S—, a.rAs:Lt - .. �'" - r.Aoo�. s,Aas 9t. IDR surf .ra E'rwoa. ALUN.LOSER Q. to- w SNR± t faN. It OT(lL•CA1E /2-. I ewLL w SN3TT r9 fTR _ IDP M7E IP yYj I ,/2 Ai fliNCR i tIN:SN g/O!S Q 0.4'1CS:j fi 7 eu o.c. 31/2•sus.-� _—__- cAs.r.;rAa7n,.i-.,n•.c-r __.__._.__... _ ere o.c. _ '—'-� '• am.±cr a.wx.E ,,�' -—- �� ,..tj, 4^ .' _— iir/+P•+/2•sus. .. f r SEE 0.11' 1w r� rI)OR 9 �,F S. t l�oG � - fs TeS Sit DETAL z FW = t1i OR Z�t SIDE COVNE6T:LW 1,OR f_V SoT C—Eva, L_ o nucNs _ rg:•o >�> ' .f5 r.rw�vs ;- EJCDinEtF- -6 loN- 1 A'.Fa•.�s',.�,.�ej��u.Lj. La•7_ L-t£ 'c. . �7 .6 n.Ts - � '? fl. 7D Z3 {�.q3 Si:9. ro Taxxs •(I�•Es.�,•�.rr 3. s i i - 3- rat C53• d f3 e,•f' �• r E'i.�,-Y,— �' 'LTw;{'. b:•jIt- '�'•.]'•f�j:�'•J'•@- .ie-(.es.•`f•ig• 54!� B•ta.�.. _ -f=. (S�d Ti•fe.:a-ti.. re,q&-@-f3.t;•!,' :�_.i;. .>,3 i2. ? 1q 'E;•±3-'2 j3 END CONNECTION DETAIL ;7 END CONNECTION D TAI 'g _END CONNECTION D TAIL 9' END CONNECTION DETAI 1d 0 STM. 2'•.•uN.wPEq cuss F PECD;a[P owr roa svu:s caFiura STUDS"EQ 01 -..4,/'•!,U't;ai ANCNDaS I/E'•TIU'CCN ANCNOIIS .— -- CMISDN6 GLASS"— I AENCRAMf±D 12' L—._._._... _♦ . AFNC±MigN'D!2-�` •\ Wt 99Mwrlw io (Sr, 1/2•W♦. saww�a&ADEQ•aT !`}-. �!';-♦ ♦]sE �11t E EORatrr— ro. f M1 5 w vm,s FOP I/2ISN - f 16 a.'Sa fE,D6 Lt� - p -- OR dA� t L--at ,..' .' .-... S f�€-fs-e-r '6',is•f�- ...w.0 nn6N :..• ax.' wAu � 4 41 G-14.J-{jroo•fi- `��� (T4: -':15 VIEW Y P-4- -f�f:.:(3. s,rs a[oD. vNSN id•S�-.�}.. ,,i.Fi. PLAN END CONNECTION DETAIL i END CONNECTION D TAII 12! FLORIDA BUILDING CODE Nan Hi h Velocity Hurricane Zone ....... 6.•70±7 EASTERN METAL SUPPLY, Inc, a_ �`F•••���� —�- BERTHA HV TM H.V 110-C 0,N�. A�S�S�A. Accordion Shutter System . BLADE #1 W/OR W/O Irv. NANDONI BLADE � � * TILLIT TESTING k ENGINEERING COMPANY American Shutter Systems Ev.N OCSCRIPTION DATE ORAWN eY: L.C. 6155 N.W.Mt,.A.,St..105,eabN!A 6ARDp_NS.RDRN:3!e. Association, Inc. 1 OLD 15_085 7/77%1, GTE: 07/L.C. 27/17 .••� Pnoo,: 305)871-1530.ro.:(105)87-1531 4268 Westroads eAve 2 rr,a1:i:Recoeoo'.eom .�, DRAWING No s�aNAl EN�'l�' Ee-eDDe7'g West Palm Beach, FL 3) 3 7_107 WALTER 1.; 67 jr.P.E. E P.E. SEAL/SIGNATURE/DAT: i0R01,L"' 44167 5 SHEET 6 IS OF 20 x -!119r�o+'I Sa:f2,a r.FNFRaI IIMRATION� AND GOPL IT10N5 OF USE FOR BERTHA �1•�, �� /'� Cj;HV BLASE ACCORDION W NL ?FM WORKING_IN. DOW BLADE ADE TfQ tri 1. MAX. A.S.D. DESGN PRESSURE F,A:INC. +110. - 110 P.F.T. 2.MAX. SHUTTER SPAN: 96' 3.ALLOWED MOUNTINGS:A.D.G @ H ON SHEETS 6,7;AS'NELL AS t` MOUNTINGS M.0,T.U @ W ON SHEETS 16 h 17. 2 © �`il ° ONLY CENTERNATES 21 RIC(BOTH W/1114 OR V ARE ALLOWED O N; �1 �! Y %MRA-EO IN A S ET AL OR OPPO�(NG"'You T.IN CASE OF LNG TWT, CENTERM E.MUST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDF. OF TYP.EA.END A ` +t r S.(A)HV WINDOW BLADE(1 SHALL ONLY—DW A MAXIMUM OF 5 OPENINGS r rI (3'°HOLES)FOR v PER LADE AT SPACINGS SHOWN ON SHEET 4. +4`4-__.__ MAx. 5 WINDOWS a (B)MIN. CLEARANCE FR 70P OR BOTTOM EDGE OF NV WINDOW BLADE 10 ALLOWED IN HV _ OF ANY 3.6 HOLE FOR A SNALL BE 12'. WINDOW BLADE 1! (C)FIRST OR T BLADE COMING CUT FROM STARTERS AT ENDS MAY BE NV WINDOW BLADE ,A I I Illi (0)HV WINDOW BLADE�3 MUST BE uSED ALTERNATE TO A SOLID HV HI SDE lO THROUGHOUT SHUTTER'S WIDTH. G (E)CEN[�RNATES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID HV BLACE�IJAT EITHER SIDE OF THEM. T (F)POLYCARBONATE W WINDOW 1p S1 LL BE INSTALLED SO THA TABS FAC SEE END E 'G (•. THE INTERIOR Gr MHV WINDOW OPENING LNG PROTECTED. NOOW I�MUST BE OCONNECTION ETARS ON SHEETS j/ C {Gp ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVIDED RY ASSA. 10 9 IB TYP, y`t INC. FULL HEIGHT.--'� _ 36# 6. SEF ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME Fes,$ ^ ( BUILDINGS ON SHEET 15,AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES i YP 1�P 1 A I &2 ABOVE)' n 7. SEE ANCHOR SPACING SCHEDULE FOR INSIAL ATIONS INTO POURED 'll I CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12 k .3 AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES I h 2 ABOVE). I 8.MINIMUM SEPARATION TO GLASSF- LU SCHEDULE, PER ASTM F-1996' _�._... PLAIN FOR (n PP TGP&BOTTOM�REMENTS) W ;? 4,a(6. J� wIND zoNE NIWNUM SEPARATION TO CLASS L .......... -. ..__....-UNakIIED WIO1N—__—_—_._._. _ _.- .... 1 TNRU 3 1' ELEVATION MIN SEPARATION TO CLASS 4 sas - EXISTING G;JSS-1 ..S0 SCHEDULE(N sHc�T 1,FCC.6f0E l�. �....._, _.... j —— — NVD a+n+s sHEr rGi fif.nEs;n 11 plis `� I ' \\, AND W/T OR02 (SEENNOTEA�EABDVEI W/ ;VEXTERIOR ONLY) T\/ ' `` TYP, SIMM iRKAE_CENTERNATES /\ / _ / 1 J7GAd w/!2 ,OR SAND �._, � � ————' -----.....� W/O'JS($EE'NGTE 4 ABOVE) ... PLAN ,.,� .r2 4-25 TYPICAL r BY BLADE WORKING IN UNISON WITH HV WINDOW BLADE 1A SHUTTER* ---- FLORIDA BUILDING CODE(Non High Velocity Nurrlcone Zone, AL1 Q� "' A/•' 72017 TILTECO.IN,, m2G17 "s'ERN METAL SUPPLY, INC. .j'ENS .. 9 BERTHA TM /� S c Accordion Shutter System A■S■S■Q■ KV. RADE #1 w/aR w/o RV. WINDOW BADE • NF .�fQ TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems Ev,H DESCRIPTION DAIS DW.KN BY; LC. '••• F LL! 6155 N.A'.b:A.$t.5•.•.JOS,NR:FJN GAR6FN9.OLawA vIe Association, Inc. 1 OLD 15-085 7/27/1 DATE, 0./27/17 ai_•. 1no,nP:'.�. PA„r,(3ns)671-15se.:9::(305)67,-1531 4208 Westroads Drive 2 DRAV41NG Ne Tuc:�nreoeo:.eom West Pelm Beoch, FL 33407 1 - IyAU�11� Ee-EOD6719 17-107 ••'•'I M'A1.IER A 71 i�T;r. F.E. 4 FLORFJA Llc./44167 S SHEET P.E. SEAL/SIGNATURE/DATE 6 19 DF 20 r N:. '/2ASTM _.0"5 E:O i 1I- _�Aq,ES__ INSTALLATIONS W/ n HV BLADE & HV CENTERMATES 2�1 -2000-4.= - LIVACS60DS 1 6'O.C. u 491 -, 43b INTO METAL STUD WALLS * ,�o L_... r00 1/2- v _ �� * 43 1/4 0 NOMINAL W / -i I'"�J ALUMINUM SLEEVE W 43c 430 o7 I )2 T FOR BERTHA 1 HV BLADE ACCORDION SHUTTER 6063-T5 ALLOY iI 3/4-,6 v4•,DOW THICK E I f_ �- SYSTEM INSTALLATION TO METAL STUD WALLS a COPT.CATV.STEEL TRACK CHANNEL.;O 6.O C � O e O.0 �. A574 A-653 GRAUF 4C uw.0-60 I , ,, r-- -F SEPARATION TO GLASS SCHEDULE - ' GN.YANMED FASTENED IO SrODS , - W/(2)/6.+/2'rEK SCRFwS GN /EXISTING FINISH 39..; t. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) IWERIGR k EXnP*P FACE -AS APPLICAB_E ) N 2. MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM i ASTM E-1996 SEPARATION Tr ax LENGTH 4 1.( MIN.SEPARATION - EXISTING GLASS t0 PAA 3. ALLOWED MOUNTING: MS ON THIS SHEET. TO GLASS (SEE SCHEDULE) 43 4. ONLY�ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED I THRu 3 I•• 43 ]f4"0-20X3"BOLT MUST PENETRATE 3c I" WITH 21 ARRANGED A SYMMETRICAL LAYOUT. ® T USE 0 (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4- „1 3/4',6 I/4,OA35'T,CK Y'r ,_EX.STiNG FINISH Tp INCLUDED AT XTER40R OR INTERIOR ACCESS SIDE OF '-1.377•-. CONT.GALV.STEEL rRACK CIUNHEI.I '.0�%-ICABLF 1 ,, CENTERMATE. W 250'- ASTM A-653 GRADE 40 Min.C-60 _y_ GALVAINZED FASTCNFO TO STUDS I I I q+ '- T --- W/(2)#6,1/2'TEK SCREWS OH 43C 430 i 1 i i I +[ 11' 20 THREADS ',INTERIOR k EXrERIOR FACE .O G"O.C. O E-O.C. "-�- ,% *1 BLADE SLACK DETAIL HVF IS ALSO VALID FOR 43 1/4.0 ELCO CONSTRUCTION L u.:,� , __�-- 1/2- 12 38 CENTERMATE 27 APPLICATION WITH BLADE 1 G O PRODUCTS FAB-LOK HD W -6•, 1 1/2.'1 0035'THICK. VARIES. --O 6" O.C. Mtn. ASTM A-6S3 GRADE 40 - -Z „�,.— COMPONENTS C MIn. c-60 CALV.`FEEL ..J '- MS WALL HEADER/SILL INSTALLATION METAL STJOS AT :6.O . Min. EXISrING FIN'SH AS APPLICABLE SCALE: 3/6"- 1' (TYP. TOP k BOTTOM) VA _� 1 3/<`, 6 1/4•,GA35"THICK M.n v -E%ISNNC GLASS 1 .CCi1T, CALV.STEEL TRACK CHANNEL. - - - - ASTM a.-653 "RADE. 40 v,n. 0-60 ��-f • W/(2)f 16 FASTENED TG S O 430 43b 43c SYMMETRYCAL SYMMETRYCAL W/(2)�6=I/2•TEK SCREWS ON CENTERMATES W/ CENTERMATES W/ MIN SEPARATION VARIES wTERN)F k EMERIDR FACE EXTERIOR ACCESS SIDE INT RIOR ACCESS SIDE (sEeasc GLASS Mu, t --- ----------------------------- ------- ------ ----------------------------- --- - ------------------- --------- ---- - ----------------- -- ------- --- - - -6•(TYP.)....._�..__; IN I (6"Wn.) IN ------- - v - --- - --------------------------- ----- - -- -- ------ -- ---------------------'-=--------------------- ------ --- -------- --- 4 - -------------------------- ------------------------ -- -- -------- 24 --- ------- ------------- ---- ------ --- -------------------- -----------------_- - ` ._.__._ ._._._._ . .- - ---------- -- .-._.- _ . - - - -------- - ----- -._. I -- ----- -- ----- ----- - - ----- ---- ----- - ------ ----81 ----- -- _ .1(2)42 - -J 21 LOC AI D AT 12 Hr HEAD /ILL EN0. I EF S ® 1�- SIDE`CONNEEcTIDuY 0 TRACK 1--3 1/a•(TYD)--'I .3 (6..Min.) ..—_._6 1/2"(typ.)__...--_.---'--.__._T. ____ r._._._........---_._7•— —.L__-6 1/2'Ilt.x. <.ACX #*-_...........� BLADE SLACK DETAIL HVF (cont.) bYA HY@ HYD FLORIDA BUILDING CODE(Non Nigh V=1oGity Hurricane Ione' ,FFTFp kTt�•"•`r 0201'TtiTCCO.INC. C2017 EAS'ERN METAL SUPPLY, INC. ...... 1/T�9: BERTHA VT,, s _ 1L EC O �N�. A.S.S.A. Accordion Shutter System FLV. BLADE #1 W/OR W/0 H.V. WINDOW BADE .TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems EY.N DESCRIPTION DATE ORAYRi Br: L.C. 6TI u.W TESTING 6N.!06.NAGMA RING .RDaM Y Association, Inc. I OLD 15-085 7/27/1 DATE: 07/2.0. rnoM:(305)671-1530.Fc,:(305)671-1531 4268 Westroods Urive 2 DRAWI;0 G ND •' :I:Orc«eoea.con West Polm Beach. FL 33407 s Oc'•'`10�i)0� '��F; FB-10067+1 a 17-1 07 f�qqfj WALTER nXM A :ILLn�..r.E. s SHEEN P.E. SERI E%DATE oRLe.f 41+67 a 20 OF 20 L