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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 3 --y "y� IIF.. Ju d I�1 n' y ;13 T #DI k- j 1 tV11, 11� BCIS Home Log In ; User Registration Hot Topics Submit Surcharge Stats&Facts i Publications Contact Us j BCIS Site Map i Links Search Florida ��Product Approval ' USER:Public User t Product Approval Menu>Product or Aoolication Search>Application List>Application Detail 1. _�—.d_7-1 _ =� 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@easternmetal.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 L. 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 COI AMERICAN SHUTTER SYSTEM ASSOC.,INC. DRAWING 17-107 CERTIFICATE OF INDEPENDENCE.PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC..INC. DRAWING 17-106 CERTIFICATION OF INDEPENDENCE(1).PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE 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 Sections from the Code httns-//www-fl orida.hiiiIding.org/nr/nr ann dtl.asnx?naram=wGEVXOWtDclvYYHH2vJvx... 6/26/2019 Florida Building Code Online Page 2 of 3 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# M , umber or Name Description 389.1 Bertha HV Accordion Shutter-Blade xtruded aluminum interlocking blades retained by tracks 3-(Non-HVHZ)-Drwg 17-108 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEMS DRAWING 17- Approved for use outside HVHZ:Yes 108 BERTHA HV ACCORDION SHUTTER SYSTEM.PDF 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 the FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING HV3 blade w/o window blade,5'-2"for 110 psf ASD load for 17-108 PRODUCT EVALUATION REPORT.PDF HV3 blade w/o window blade and 8'-11"for 62 psf,9'-11"for Created by Independent Third Party:Yes 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 II AMERICAN SHUTTER SYSTEM ASSOC., Approved for use outside HVHZ:Yes INC. DRAWING 17-107 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 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,W-0"for+64, FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC., -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 p.s.f. REPORT.PDF 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 17-106 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 11 AMERICAN SHUTTER SYSTEMS ASSOC..INC. Approved for use outside HVHZ:Yes DRAWING 17-106 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. 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 AMERICAN SHUTTER SYSTEMS ASSOC_INC. DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF 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 AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall 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: e_gEeck httrn://www-fl ori dahuiMin a.ora/nr/nr ann dtl.asnx?naram=wGEVXOwtDavYYHH2vJvx... 6/26/2018 GENERAL NOTES: 1. 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 SHALL 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 REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(AS.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS i 1 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.D. DESIGN WIND LOADS AREA t: HV BLADES n & QA1 BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX.(AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVER STRESSED,A 33 R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS h=USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS,HOWEVER,A WIND DURATION FACTOR CO=1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICAL WINDOW BLADE &WINDOW DETAIL � -HV BLADE Q }10214.01-03, #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 AND ASTM E-1886 AREA 2: HV BLADE(1)AND HV WINDOW BLADE LIW AND E-1996 STANDARDS(MISSILE LEVEL D,WIND ZONES 1,2&3)& #1220AL-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE. (WHERE APPLICABLE) -HV WINDOW BLADE @#0505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL 0,WIND ZONES 1, 2,3)BASIC PROTECTION ONLY AND#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 BLADEO AND HV WINDOW BLADE pi ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3. BERTHA H.V.ACCORDION PINS (HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE#14x2.75 AND#14xi.75'RESPECTIVELY, 410-HT MINIMUM SERIES CENTERMATE DETAILS HY SHEET 8 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 APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 ksi AND 35.7 ksi FOR END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 6005-1-5 ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 12 _ 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 STRENGTH. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE &BLOCK SHEET 14 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AST 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:HV BLADED 12,13.14,15 AND 20 INSTALLATION DETAILS M-R, WOOD SHEET 16 HV BLADE Q&Q WORKING IN UNISON: 12. 13& 15 INSTALLATION DETAILS S-X, WOOD SHEET 17 8,THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT#6'779,582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR 1N PART BY U.S.PATENT#5'458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12 &X,WOOD SHEET 18 METAL SUPPLY,INC. AREA 3: H1/ WINDOW BLADE GAS ONLY 9. 17 SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE 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/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 � CENTERMATEHV S AND ENGAGE OR LOCK ALL AND HD LOCKS. AREA 4: WINDOW BLADE ONLY 11.SHUTTER MANUFACTURER'S LABEL SHALL 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. METAL 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 SITE CONDITIONS DEVIATE FROM THE P.E.D. (6)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 SHALT.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 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 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. TT+jjd7""'e FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone L/L1t�\� 7�T +,� ©2017 TILTECO,INC. 02017 EASTERN METAL SUPPLY, INC. sic /IBERTHA HVTM Accordion Shutter Sy stemlco .CASsAH.V. B #1 W/OR W/0 HV.WINDOW BApETTE dr� d� i American Shutter Systems J ,< TAUT TESTING & ENGINEERING COMPANY •w DESCRIPTION DATE DRAM BY: L.C. T I,{ a Association, Inc. I OLD 15-Des 7/27/1 !RA TE: 07/27/17 W'-,� 8753 N.W.36th.SI.,Ste.305,VIRGINIA CARDENS,FLONaA 3316 OR{iIr ` Ph-:(305)67+-1530.Fw:(3as)an-1x31 4268 Westroods Drive z WING No•`•••-••••'' S\� LLA e-m�eeo�osilisleOm West Palm Beach, FL 33407 `WALTER A.TILUT N.P.E, [�_F��FLORIDA Uc.#44167 5 HEET P.E. SEAL/SIGMA`6RE/DATE 5 1 OF 2(1 I 3'0 FOR WINDOW BLADE Q 0 VARIES I RMD. 142 1 .20 g Ir D. I 7-W0.554. 4.3�71 4.385' 4.857' 4,999 Ilk HV SOLID BLADE 05 HY 90!ji 89!_STARTER COVERED UNDER US PATENT # 5458179 QUALIFIED OR USE W/ QUALIFIED FOR USE W/ HV BLADE C1 k D4 "11RECT-MOUNT HV BLADE(j) (0A HY WINDOW BLADE 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W1 HV 6063-T6 ALLOY AND TEMPER -SEE LIMITATIONS OF USE OF BLADE @ ON SHEET 19 BLADE 373:. 6063-T6 ALL90LASD—TEMPER 1226" 1.500" 6063-T6 ALLOY TEMPER ('85- .67 2.670" I. a* 072 842'1 -------IA97" .81 - 2.0'92" 4 436' )HV ADJ. ADAPT wf,In 12 0072' --------------------------- 0.072' ".,ro .920 375' QUALIFIED FOR USE %V/-KV 4)HY WALK—OVER TRACK BLADE(1) — QUALIFIED FOR USE W/ HV r9)HV TRENCH TRACK 6 HV ADJ. MOOR TRACK 6063-T6 ALLOY AND TEMPER BLADE QUALIFIED FOR USE W/ HV QUALIFIED FOR U E W/ HV 5063-T6 ALLOY A D TEMPER BLADE 01 ONLY. HV RAINGUARD BLADE )6063-T( LnI VARIE6 "'j 1936• 6063-TS ALLOY AND TEMPER QUALIFIED FOBLADE W R U�E W/ HV A D R 6063-T6 ALLOY AND TEMPER ox.1 -j,083* _�_oa3" .083^ o• 093, .100" 2 :1 --71 1670 .093" 093, of pi 670 1�685_ 3.529' 1 3.5 B'D 3.5213' V HEADER SILL 5 (13) HD CEILING HEADERISIL 11', HV CEILING HEADER QUALIFIED FOR USE W1 HV BLADEC�iONILY, QUALIFIED FOR USE W/ HV BLADE,01ONLY — 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE U4 SEE SECTIONS FOR VALIDITY. SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE V1 V 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE r_1)ON . _T6 AL 0 TEMPER T COMPONENT A B T1 TZ x Y I 2' 2- 10.125' (C7) 2" 5'MAX. 1/8. 1/8. 3- I 3- VC90- :08 2- 5-MAX.10.192- 0.192- I x I (t) SIDE ANGLE (��O CORNER POST - QUALIFIED FOR USE W/ HV ALUMINUM ANGLES :.19) 2.5" 7'MAX. 0.190"1 0.190" I QUALIFIED FOR USE W/ HV BLADE QUALIFIED FOR USE W/ HV BLADE 6063-T6 ALLOY AND TEMPER BLADE Q0 ONLY. 2" 15"—j 0.139";0.131' 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER i FLORIDA BUILDING COD[(Non High Velocity Hurricane Zone) off" t1k o2017 TILTECO,INC. ©2017 EASTERN METAL SUPPLY, INC. ..;r,EN % BERTHA HVT. V11L, -, .....se Accordion Shutter System /7iL�Ec o�,Nc. lIII,, AnSuSAIIIIII KV. RADE#1 W/OR W/O H.V. WINDOW MADE -a . TILUT TESTING & ENGINEERING COMPANY American Shutter Systems REV.N. DIEsCRIP77014 DATE DRAWN BY: L.C. Association, Inc. DATE. 07/27/17 Oft.Ste.305.MRSfNIA GARDENS.FLORIDA 33161 OLD 15-085 0�/27/17 6355 N.W.. 36t ph- (3o5)871-1530.F..:(305)871-1531 4268 Westroods Drive 2 —DRAWING No Oq 10 &9F I,$ West Palm Beach, FL 33407 —3 ....... It — 17-107 1 WAL7CER-00067 9 4 44, R A.TILUTIr.P.E. 0 FLORIDA U. 44167 5 SHEET P.E. KIIEDATE IA / 6 -2 OF 201 4.660' .929' 4.576" 45' 2.2 3' 1/4'-20A1/2: THREADED ,--DIE GST i' 0.334' Flat HEAD THREADED HOUSING EILIVEL j 2.293' .745" _T ' �yt5 j P (2S.nMrS; i ONCEO PANTED 1THREADED i DIE GST 1 'A o, —•� HOUSING ENAMEL i 0J o .o Q i 0' `$ i I 'ry 93\6 I m _ ! •mI BANED PANTED I II nl CRE9S TURN m H .062• .j o� •" 0• l �i q KNOB_ Ii c°7i, 1.325" �I c p05• l NI 81..—.-. _ •_BFtA55 CYLINDER \-BRASS CYLINDER KEYS(CHROME (CHROME PLAYED) 21� HV CENTERMATE I m ( V PLATED) m QUALIFIED FOR USE W/ HV BLADED& AA;ONLY V F O • ave 7.325� h� � � HV LOCK � HV EGRESS LOCK 6063-T6 ALLOY AND TEMPER QUAVIED FOR USE W/ HV BLADE 1'& to ONLY °�, 3.°23" .at T5 QUALIFlED foR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 23'' CORNER T E BLADE & 0�ONLY. BLADE 1Q& (B ONLY. '- Q AIRED FOR USE W/ HV BLADE 1)ONLY --r.-.250'O.D. j 2.874" 6063-T6 ALLOY AND TEMPER v X518 a PLASTIC HEAD NI-756' 22" MOLDED TO"'4.045• -�2 SCREV!2,0 9• 1.753' •.1 .825'1 n 60'AFTER RIVETING 1/4"9-20 xv314" BEFORE RIVETMG 4AS.S. THUMBSCREW 114 0-20 RIVNUT* *SERIES 9444 ALUUINUTA(2024-T3 ALLOY)LARGE FLANGE THUN 2.758SHEET NUTSERT,PART d 0820,AS MANUFACTURED BY AVDEL /^ i L._... CHERRY TEMORN,PARSIPPENY,NLV(JERSEY 07054 OR EQUAL - IT FRONT ELEVATION IZ8: HV MALE T" LOCK CENTER ATE 4.566" LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE,�}ONLY HV FEMALE "T" LOCK CENTERMATE HV "T"LOCK HV ALTERNATIVE LOCK 6063-T6 ALLOY AND TEMPER`� `"'' r QUALIFIED FOR USE QUALIFIED FOR USE W/ HV QUALtf1ED FOR USE LO HV BLADE ONLY QUALIFIED FOR USE 6°63-T6 ALLOY ANDHV BTEMPER)ONLY W/HV BLADE�'ONLY. BLADE`,�ONLY. 6063-T6 ALLOY AND TEMPER 7.917 7.917' ! AP 0 34 .053• ' °r 1.03 i D \-THUMBTURN .214' ml v .Ofi3 .062" 62+ • CYLINDER OR • KEY CYLINDER �, .214" ml '.,• i m w 0 1 m n ' mj p 0.875"Max .125•Max. •31) E E W NO OC G ROD ' HD CE E A E LOC NG O 40 H " Q°Q a ,= a �—t QUALIFIED FOR USE W/ HV BLADEM&& A: QUALIFIED FOR USE W/ HV BIADE'1 & 1A I 6063-16 ALLOY AND TEMPER GE T 'S N 8D4'! 6063-T6 ALLOY AND TEMPER VARIES, i2'MIN. QUALIFIED FOR USE W HV BLADE(21,& j Ifo'0-20 S.S.OR 3/8"0'16 I 1.1 0' 6063-T6 ALLOY AND TEMPER 1, (ITHUMBTURN ACETAL Mel­ *15' DETAILS) tt/z' _ j CYLINDER DQ OR KEY t Y5' M 1.5 M. CYLINDER z... I..-- ;1, j 1.7a"Mix. LOCKING ROD A� L 37so _ L,/4'0 HD LOCK N QUALIFIED606 FOR USE Wf HV BtADE',1� C6; HV 3L8"0-1 L ACETAL 37• HV 1�4" (8'-20 AISSI304 BY RECENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. � 6063-T6 ALLOY AND TEMPER `/ f� :�a/INSTALLATION WILL REQUIRE A 7/16" HOLE THUMBSCREWS SERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE'-uD& G, DRILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR y HV BLADE 0 QUALIFIED FOR USE W/ HV BLADE,01 FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone 71 i,�CP�, �1 62017 EASTERN METAL SUPPLY, INC. ` 14 /i/�o X2017 TILTECO,INC. A ,,= BERTHA HVTM j /TiM CO Accordion Shutter System 7 t N C. H.V. BLADE#1 W/OR W/O RV. NDOW BLADE * /�7r� �• TILLIT TESTING & ENGINEERING COMPANY American Shatter Systems EV.Ne DESCRIPTION DATE DRAWN BY: LC. Association, Inc. 1 OLD 15-085 7 27 17 DATE: 07/27/17 6355 N.W.36th.5L,SIA.305,VIRGINIA GARDENS,FLORIDA 3316 l / STA ,� P aDe-(305)871-1530.FCK:(305)871-1531 4268 Westroads Drive z Od'•.F� 1\ a 0:tateaoawLcnm West Palm Beach, FL 33407 3 DRAWING No GRID \ \\' EB-0°06719 17-107 t) .......••. .'V(\ WALTER A.TtlUi Jr.P.E. ; V/y nis1"_01i, M;- I1t FLORIDA Ui,A 44167 5 SHEET P.E. SEAL ftS RLA QATE 6 3 OF 20 I SHUTTER ASSEMBLY SCHEDULE FOR _~\" 6 HV 12 MIN. LEAR kNCE HV BLADE 1 4@0 TO BLADE TI IP A' .1875'L-t 0625' EXTERIOR 00VI .0625 .06257' If "GN BLADE .106125- ----q=H HV BLADE IA ipom X-X HV LONG RECESSED GLADE'S 8 75 Y NYLON BUSHING KNUCKLE .0625-1- 3 (TYP) 1.05 5. 39 HV SHORT RECESSED NYLON BUSHING C) T PORTION RIAO 40 HV NYLON HAT WASHER 0 OR (g HV WHEEL CARRIAGE AISI 302-303 SERIES • m2./6f750' x 0.870"x3/16- THICK NYLON WHEEL. 1 2 7/8'IAIN. HV WINDOW 0.188"0 AISI 302 SERIES S.S. RIVETS CLEAR SEPARATION 3.00 BETWEE I . 00 3.7500" HV 1 3/4" ACCORDION PIN W1 #8 HEAD EXTERIOR,�I ii I i �_.05250 H" -C OPENINGS &CENTERS .47r" ON CENTERS .75GO" HV 2 3/4 ACCORDION PIN W1 #B HEAD 1,2 1/4 A @ 41 �,4 CLEAR 1 Xn POLYCARBONATE IMPACT RESISTANT HV WINDOW Ap TYPICAL HV WINDOW BLADE AND s POLYCARBONATE HV WINDOW DETAIL (1)OR (0) /.—@ L ZEUN TE FOR ED C) PQLYCARBONATE IMPACT RESISTANT HV WINDO IREIVENTS) (D OR (fb BAYER MA,<ROLON 3103 POLYCARBONATE 2*I MM CE RESINS, UV-STABILIZED GRADE OR SABIC CLEARA TO BLADE GOTT M INNOVATIVEPLASTIC LEXAN 103 RESIN QUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR H I I (D OR @ I 1 (SEE NOTE 'V ON SHEET 19).a0 iIi 0 (1) HV PIN SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W1 HV(D OR A POLYCARBONATE SOURCES FOR(9 HV ® BLADE. EXTERIOR APPMASLE RMT TYPICAL SHUTTER ASSEMBLY 1— - MCA FROPERVES STANDARD N.T.S. HY PIN OR(Tp IR AT. EXT "I.. (2) HV Pill @ MAY BE USED IN LIEU OF @ AND ONLY AT AIDE'S KN KLE 8L EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W1 HV 1O (SEE NOTE * FOR BPECIf1C GRXM ASW 0792 0.043 X,".' Dw BLADE WHEN CORRESPONDING TO INSTALLATION "ll", SHEET 7. REQUIREMENTS) TYP Mn�m Ma ASWvA;T. AS0638 SAO.P.,.L 9.soo P.1. FLEXURA..A,. A6TN 0790 ". ., ..i (3) HV PIN (g OR @ W/ 1/2" O.D. 1/18" THICK S.S. WASHER FLEXURAL MODULUS ASW 0790 340,000 po.l. 345.000 p,si. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, SHEET (0 .—ED'Zoo 211Asru U.S. 15-./h 17 R­/In FIRE EURINI , 11 47 �OXE DENM ITV D2843 .2 '6415_.thkX .#EL CARRIAGE DETAIL ASSEMBLY LAYOUT RATE OF BU NO A5.005 C-1 CLASS C-1 CLASS 1.0 900*F 1YFdi11ER18fr: ASW 0155 TENSU ASM 638 9= TENSUE ASU,638 8161 p.A. 8880 HV BLADE SOLID & HV WINDOW BLADE DETAILS N,T-& k TT/ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, t. 02017 EASTERN METAL SUPPLY, INC. 02017 TILTECO.INC. V1"vvENsi--,.�p BERTHA HVTtA 'A a Accordion Shutter System z I E C 0 Lime, AS,S,A. RV. BLADE#1 W/OR W/O RV, WINDOW MADE American Shutter Systems ItEv.No DESCRIPTION I*n4v TILLIT TESTING & ENGINEERING COMPANY DATE DRAWN BY: L.C. C 7/27/17 DATE: 07/27/17 Association,,in I OLD 15-085 N. nni 6355 N.W.36th,St.,Me.JOS,MRGN(A CASIDENS.FLOMOA J316C 4268 Westrood Drive 2 ........... Phone (305)871-1530.Fox:(305)871-1531 --DRAWING No -0,1:Wtecoftol.com West Palm Beach, FL 33407 3 EB-000671g 4 17-107 VAALI A. t ER TILU 'T Ar-P.E. ........ t FLORIDA UO.®44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 4 OF 20 04 �q.$5.�Z.14- NOTES ON HY LOCKS AND CENTERMATES: A 01)> QA IU J�-S IC51-:13 1. MANDATORY CONDITION AL- ONE HV LOCK(&or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN T I OR 12'ABOVE LOCK BVW FOR SPANS UP TO 105-,AND FOR INSTALLim'RONSe. ANY HV OCK or 42AAOF SHUTTER SPAN 'T ELEVATION. MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED rami OR n If nif I hnt I r I I I I fn n CENTERMATES W/(2) 1/4"0-20 x 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL HE AS INDICATED ON 05-(D- II - TYPICAL 016.-0IV I 2. OPIMN&PPNDMgN 91,11 DESIRED. FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS(0 .qp OR Qq MNT AY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES ORSHALL L BE AS INDICATED ON NOTE(1) ABOVE. 4�RIr�- f LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. B-H IV, HOVB HP 3. (VALID ONLY WHEN MMIDATORY WIRDITION it OR LJMTTED MANDATUSY COMMON QEM!2m&MEMO # RODSARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY zt BE USED IF DESIRED TO ENHANCE SHUTTER PERFOVMANCE. LOCKING RODS @ OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. ONE HV LOCK BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK f24 or ' SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO T%MCORNER CENTERMATE W/(2) I/;N-20x 1/2"LONG FLAT HEAD S.S.M.S.TWO LOCKING RODS TS AT TOP & 80 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. 5 RST ALTERNM TO MANDATORY gpNQMON #1 VP1 ID ONLY FOR HV LQQS�a MV MMETRICAL CENTERMATFS a, -F ONE ALTERNATE HV LOCK�§MAY BE USEDIN LIEU OF HV LOCK 0 or 2 FOR ANY SPAN AND IN ST IONS AT ANY ELEVATION. ALTERNATE LOCK qp MAY BE USED AS AN INSIDE OR OUTSIDE LOCK-ATTACHMENT KIZ OF 1/4-0-20.3/4''S.S. THUMBSCREW TO f_1-OR @ CENTERMATES SHALL BE MADE W/ 1/4"0-20x3/4'ALUM, Hoo-Hyo I o03 RIVNUT AS SHOWN ON SECTION HVE, SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO 'Vj5 go ) LOCKS AT 1/3 OF SHUTTER SPAN. S. MANDATORY COMMON L13 FOR KEYSTONE MOUNTNG INSTALLATIONS-. ONE HV LOCK 23 or 6'or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12-ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96",AND FOR INSTALLATIONS AT ANY ELEVATION.KV LOCK 23-@ or @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHED TO @-or @ SYMMETRICAL CENTERMATES W/(2) 1/4"-20 x 1/2"LONG FLAT HEAD S.S. SEE END M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS E5,W/0 CONNECTION 1 J OR 33 TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON B c r SHEETS 10 e, 18 TYP. FULL *NOTES ON HY "T" LOCKS AND CENTERMATES: HEIGHT. OF CORNER -- onvwlmmn3n 1. SECOND AILTERNA]BE TO VALID ONLY FOR W MD CENTERMAIES a AND CENTERMATE ONE,ALTERNATE HV'T*LOCK 00 MAY 13E INSTALLED IN LIEU OF HV LOCKS�4 OR qj FOR ANY SPAN AND ALLAT ON AT ANY ELEVATION,ALTERNATE LOCK MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHMENT OF LOCK(tt'O INCLUDES USING REINFORCING LOCKER AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE 10 105 o � 103 C)=(Jf oa CONNECTED TO CENTERMATES @ AND C9)W/ 1/4-0-20 x 1 1/2" LONG S.S. THREADED BOLT W/7/8'0 x 3/32' WINGNUT OR W/ i/4"0-20x1'S.S.M.S. INTO A 1/4*0.5/8-RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' 6) C7,' @ oa MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS 4.TOP AND 130TOM IS MANDATORY. C)= @) @f@' *NOTES ON HID LOCKS & CENWMAPI 1. 5"W 20 OR�41 W4(31 ANY ALTERNATE HD LOCK Cq4 MAYBE USED IUSED UEU OF KS?5 R COMMATES C TYPICAL (17) HY BLADE SHUTTER ELEVATION HV ANY SPAN AND INSTALLATIONS AT�NY ELEVATION.ALTERNATE HD LOCK e MAY BE USED N.T.S. AS AN INSIDE OR OUTSIiD 3LOCK.ATTACHMENT OF HD LOCK 04!TO EIS W/3#8 x 3/8' F.H.S.S.M.S.,AND INCLUDES .3 REINFORCEMENT INSERT i33 AS SHOWN ON SECTIONS HDB-FR4 AND HOC-HVC,SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS'35 IS COMPLETELY OPTIONAL. H FLORIDA BUILD11 CODE(NOn igh VelocityHurrTc�aneOne, ........ 02017 TILTECO.INC. 02017 EASTERN METAL SUPPLY, INC. BERTHA HVTM A,S.S,A. Accordion Shutter System KY. BLADE#1 W/OR W/O H.V. WINDOW BLADE American Shutter Systems qCV.N� DESCRIPTION DATE DRAWN BY, L.C. • 11LIT TESTING & ENGINEERING COMPANY OF -085 TE F Association, Inc. I OLD 15 07/27/17 DATE: 07/27/17 355 N.�Jft.St.Ste.305.�AG—WDENS.FLOWPA 3316 ph— (305)871-1530,ro,:(305)871-1531 4268 Westroods Drive 2 RA IN N W G 6 7] DRAWING No e-moa:Ulte000"I.com West Palm Beach, FL 33407 —3 CN 9 17-107 •sn'ONAL 0 _R A.TILUr J.P.E. 4 S= FLORIDA Uc.#44,67 5 H T SHEET P.E. SEAC7MWU"R�E/DATE 6 5 OF 20 t-CONCRETE ANCHORS POURED CONCRETE POURED-. POURED (SEE SCHEDULE ON OR CONCRETE BLOCK CONCRETE- r SHEET 13 REQUIRED x-1/4'0ONCRETE -20x3f4'S.S. REOURED_.�t _ REQUIRED ) FOR - CONCRETE ANCHORS MACHINE SCREWS CONCRETE ANCHORS T 1] 1 S ORS EYSTONE SEE I4UNTINb ON SHEET 7) ,_(SEE SCNEOULE ON 1'If 1 f4"-20 \L {SEE SCHEDULE ON SHEET 13} � ( 1 u r SHEET 13} 1 NUTS 0 12"O.C. �t J 12 oa14' Min. MACHIN20x3/4"ss. GTI. 1 EO EQ MACHINE SCREWS T-EO E4 I IN Of NUTS -` 1/2- ---- 18 z 1/2' E. D.* I .250"Mmx. --- 13 DR 15 ti 1 13 oR 15 -i E. D.* --Y' r ' E.0.* T`"--- � 1 .250' I 1 I •250"Moz. I ^I E.D.• 1 I i 'I E.O.' '' 1 i i Max. OPTIONAL I II i1 i I 1 `.-OPTIONAL iRN S(PARKIM To WSS(SEF ;yI7 I 1 iT{Tlj{71,11 �--SaEDAE D'9`' I t I ' MIN.SEPARATION TO GLA55 1 n FOR ora 1D7a� I i)OR 1 ' , ON SHEET 19 1 I I EXISTING 'p----(SEE SCHEDULE ON SHEET 1 EXISTING i I I 1 CLASS GLASS---1DIDES (� i I MIN.SEPARATION TO GLASS EXISTING { OA '7(SEE SCHEDULE ON SHEET )1) III I I GLASS—`7 ;'HV WALL HEADER INSTALLATION ;A�HV WALL HEADER INSTALLATION ( HV WALL HEADER INSTALLATION + KEYSTONE I EXISTING "' t MIN.SEPARATION TO GLASS GLASS---; J, STyARATKN I 1 (SEE SCHEDULE ON SHEET it)— I I 1 1 OR Il i I I I I 1 EXISTING_ I i TD CaAs(SEE �' MIN.SEPARATION TO GLASS I GLASS S76D1AE aN SHEET i `(SEE SCHEDULE ON SHEET 11) I 1 I 1 11 roll 1�tOsvO Hones Die I I 1 I I I Off sH2T 19� I i $ EXISTING �' L� GLASS I I E.D.• . I I PI1 I I \ I I I I if4. 1� IWWWI dW1 OPTIONAL I I sI f4'Mox. £.o t --- 13 OR 15x. i ,a ) E.D.• ✓ II, _ t o 0 HVI F O.* II '1 1 Ii i i 1 2' 13 OR =- —(12OR(i,d L_1_._ -- 1/4-o-20x3/4-S.S. \ `Inn EO EO-� PHILLIPS TRUSS HEAD \ 1f4.0-20x3/4'S.S.PHILLIPS _ i L"17 OR 1$ MACHINE SCREWS USING `_�,T1 1 CONCRETE ANCHORS �.,TRUSS HEAD MACHINE SCREWS CONCRETE ANCHORS 1'_ 1/4'-20 NUTS® 12'O.C. -(SEE SCHEDULE ON Wf 1/4"-20 NUTS 0 12'O.C. •� (SEE SCHEDULE ON SHEET 13) tt M;n POUC RED ONCRETE=' SHEET 13) POURED CONCRETE._ 11 OR CONCRETE BLOCK OR CONCRETE BLOCK ---'^-- iCONCRETE ANCHORS REQUIRED WALL REQUIRED !-', (SEE SCHEDULE ON D. BY WALL SILL INSTALLATION ( F HV WALL SILL INSTALLATION �-- POURED CONCRETE_] SHEET 14) OR CONCRETE BLOCK WALL REQUIRED U HV WALL SILL INSTALLATION NOTE FOR COMBINATION OF SECTIQNS: _ INSTALLATION DETAILS W/ 1- SEE SHEET 4 FOR TYPICAL SHUTTER * E. D.-EDGE DISTANCE t SEE LIMITATIONS OF USE FOR ��� �j\/ ASSEMBLYMOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) BLADE IAr ON SHEET 19 (11 H V B LA D E IN ANY WAY TO SUIT ANY INSTALLATION, f0 Jfi ras IIT' FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone r (D2017 TILTEco,INC. 02017 EASTERN METAL SUPPLY, INC. ,���' •� ''L\�,E7�1s�., �/S,� `4 BERTHA HVTM Accordion Shutter Sy stem1LE C 4rNG. A■S.S.A. HV. MADE#1 W/OR W/0 KV.WINDOW BLADE _ •''. ;'-$ 7tLLIT TESTING & ENGiNEERtNG COMPANY American Strutter Systems EV.N DESCRIPTION DATE DRAW11 BY. L.C. �1 ry Vj tz As30Clatiant Inc. I OLD 15-085 7/27/1 DATE: 07/27/17 p• ILI� 6355 N.W.361h.St..Ste.305,vROVA WROENS.FLORIDA 3316 Phone:(305)871-1530.F- 1(305)871-1537 4268 Wesfroods Drive 2 DRAWING No S/ PIAL w'C7 ,11 a-moll:DltecoGeod.cem West Palm Beach, FL 33407 3 Q ttt ES-0006719 P.E. SEAL/SIGNATURE/DATE SHEET 17-107 ••` �'•Nrrrrr•,+' WALTER A TILLIT Jt.P.E. 4 FLORIDA Lia.#44167 6 E OF 20 I II POURED .-•CONCRETE A.N.C-HO_-RS- u:n.sEvuWl0.r II SEPAP(SEE SCHEDULE ON SKEET 13) 1 OR SHSCONCRETE EXISTING {SELREQUIRED GLASSj SCHEDULE EDGE OF 7„FOR OADE 0 SxEI tl ) SLAB IF ON ?RT'gFOR ON II r— +' 4t 1 k E. D.+ APPLICABLE E%ISTING D'1D6�'2`Q , i"qs4 cUQII GLASS-', B �_ s ss¢n n) f = I � ALTERNATE I l i IITf i Iii i I CEQ I i't I ANCHOR E%ISTING xc LOCATION t I GLASS'` 1 1 1 1 I f /)10x3/4'HEX WASHER HEAD I i i 1 I + I+ $ 11 OR 13 OR 15 3/8. N. TEK SCREWS @ 1Y O.C. + EDGE OF r 3/8j Mlv, CONCRETE ANCHORS 6 1 SLAB IF 1 I I C-• , {� (SEE SCHEDULE ON SHEET 13) EO 1 E0 t ''- APPLICABLE t EXISTING III I i I ' EDGE OF €OCE I F-� I j 1 APDL IF f GLASS— 1 SLAB IF i 1/2` I i' EDGE OF /�, APPLICABLE - D. ' i I APPLICABLE SLAB IF _ SLAB MN SEPARATION I E.O. E.O. ' TO MASS(SEE ,r- APPLICABLE POURED ^� PaUR FLAT HEAD CONGRLTE ANCHORS -( 1�ECN f I E. D.+ CONCRETE a pua t POURED - t REQUIRED FST HEAP CONCRETE ANCHORS REQUIRED (SEE SCHEDULE ON SHEET 14) Ma DESS((1g FTXi I , "1�:OR '� CONCRETE (---E.0.+� (SEE SCHEDULE ON SHEET 14) IS( TRENCH INSTALLATION t3A0E5(il&® I I I REQUIRED ---E. D.+ VAUD ONLY FOR UP TO +70, -75 PSF A.S.O. !�' HV FLOOR INSTALLATION t G SCHEDULE #3, SHEET 11 HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING &FOR SPANS PER C) HV CEILING INSTALLATION EXISTING CONCRETE ANCHORS G1n55� M-To rnC x I N'•1 SEPARADON ,' (SLE S-HEDUIE6i " -�1 (SEE SCHEDULE ON SHEET 15) 1/4'E-ITW SOLDEX TAPCON W/ �+sxm I I) i i EXISTING 7ADVANCED THREaDFaR+e O EXISTING EXISTING--j -_-'. I I I 1/4' GLASS uI`sFPAwITDN TO Gus- GLA55-- TECHNOLOGY OR 1/4-0 POWE% I GLASS 1 I� FASTENERS 3/4'TAPPER♦RICHOR5 W/ I "lfi�i SG[DRE cN 9dET+,) I 1 MAX. •i —i{SEEASA2pIlltcX St+:T7F ttj I I i 13/4'Mw.EMBEDMENT C 6• 1 D i i i i / I OC.FOO UP TO 6'-0'SPAN AND I I I A'O.C.FOR SPtlaS LARGER THAN I I J l i i i I I 1 6'-0'UP TO IY FA MAX.APPLY j _(,;\ t i t! 6EA'ANT Ar YP.)(ITE NO EF 11CAD + / I i l_L I I (1YP.)(SBE NOTE T aN%S -T/2.. E'D #'10x3/4'HEX E,D+ SHEET it UMRA710N5)' 3/8' MAX. 3 OR trj f tl I I WASHER HEAD 1 CONT.SEALANT-----L W ' ( -TEK SCREWS ' � + HEX HEAD_j�; 1Y O.C. �-1. 'Ll #14x3/4' T �-- . s 1 13/8' I i. - TEK SCREWS 0 9'O.C. - / #14.3/4'S.O.S. 'I ! i i i OR 1 4'0-20 S.S.M.S. I CONCRETE ANCHORS / ____ _____ I �-USING-20x3/4'SS TS J I .i h 1.O 3J{ i i TJ4� USING t/4•<-71I IN YJ NUT @ 9'O.C. (SEE SCHEDULE ON V 9"O.C. 1 J2 _____ Maz. �. 0 12'O.C. I (S EET 14) n 1 U L EXISTING NON SIRUCTURAL ------T..•{lk__ ___ // ` 17 OR 1E- 'II•t/2-t - fir"'., •2.00` MIN. WALL TRIM(DECORATIVE EDGE OF T -c\ '1''' E.D. SILL) 1 ! i SLAB IF � Lt4z3/4'F.H.S.D.S. - 1 ` y- I'- POURED CONCRETE yII 1 7JB'-1•--7 7/8' ! APPLICABLE `-CONCRETE ANCHORS SEE NOTE 13(b) - \ •`a 9'O.C. REOUwEO I f �L--••E.D. POURED CONCRETE (SEE SCHEDULE ON ON SHEET i \ SEE NOTE t3(D} j. £.D. OR CONCRETE BLOCK SHEET 14) POURED CONCRETE- ON SHEET 1 I A' '' OR CONCRETE BLOCK GPTIONAL—j POURED_/fREQUIRED REQUIRED (9) NE KEYSTOMOUNTING INSTALLATION CONCRETE `.:/ HV WALL FLOOR INSTALLATION O HV WALL WALK—OVER INSTALLATION MAXIMUM A.S.D.DESIGN PRESSURE-+64,-72 PIF REQUIRED MAXIMUM SHUTTER SPAN 8'-0' O HV RAINGUARD INSTALLATION t nog NOTE ON SKILL BE Fq C0IABINATION OF SE TC IONS; • t REMOVABLE WHTHIS 1EN PERFORMED E.D. - EDGE DISTANCE ,-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) ORENADJACENT TO AN OPERABLE EXIT SEE UhDA-QNNS EE USE FOR ASSEMBLY OR ENTRANCE BIAQE lA.ON SHEET 19 INSTALLATION DETAILS W/ 1� HV B LA D E 2- MOUNTING SECTIONS CAN BE COMBINED "' IN ANY WAY TO SUR ANY INSTALLATION. •• 'R AL. 1" '''�..,. FLORIDA BUILDING CODE(Non High Velocity Hurricone Zone fl ....•C ! 92017 TILTECO,INC. 02017 EASTERN METAL SUPPLY,INC. 4 N`SF�''V� _ BERTHA HVTM �i�L E c a A.S.$,A„ Accordion Shutter System _O H.V. BLADE#1 W/OR W/O H.V.WINDOW BLADE - ���•, �,.Q, s TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.H DESCRIPTION DATE DRAWN BY: L.C. //�• Association, Inc. 1 OLD 15-08507/27/17DATE: 07/27/17 /4\•'. 0 •;' v lls' 6J45 MAY.341N.SL,St..JOS,NRGNIA GARDENS.FLORIDA 7314 s, R! Ph-:(305)871-1530.Fnx:(305)871-1531 4268 Westroads Drive 2 DRAWING No 17-107 15'71/y �G1 I' -61:Dn4corsgo�.cGm West Palm Beach, FL 33407 3 fJj}i�L � ++R 11 EB-00067+4 4 rrAY+„ WALTER A.TILUT J.P4 SHEET p« FLORIDA L7G.0 44167 5 P.E. SEAL/SIGNATURE/DATE 6 7 OF 20 I I I — J SEE ENO WALL C I N NSHEETS SEE NOTES ON LOCKING RODS ID,HV LOCKS(D or 2® UT UL) -IN -EXISTING GLASS INSTALLATIONS W f� HV AND ALTERNATE HV LOCK 15 ON SHOE 5. O I � /� *�BLADE SLACK DETAIL MVF I$VALID FOR ALL BLADE W HV G E N T E R M AT E S CENTERLATES APPUCATIUN WITH SLADE(2) SEE END WAIL CONJeCnON EXISTING GLASS DETAILS ON SHEETS 10 & i J-! --------- --L-_._.- 2'.2'x1/8',0'-2 1 a•a8-6. (I t. 3 1/4" 7' 6 1/2" 7^ (6063-T6 ALLOY)ALUM. OPPOSING 1 ANGLE V1/(2) 1/4.0 TAPCON 1/r 6Ra2•@ j ' SYMMETRYCAL ! ANCHORS TO CONCRETE ( CENTERMATES (TOP/BOTTOM)& I r j(tOx3j4"S.M.S. 12" i ' C'ENTERMAATEES— MIN. SEPARATION (A)ploxl/z'S.M.S.To TUBE; /� O.C. FULL LENGHT. W/ HV LOCK 6-4for 11b) W/ NV LOCK or 2S To GLASS CHER AT EACH ANGLE.(TYP) i (SEE SCHEDULE 1 I * 35* INS ON SHEET n) _-_ - - N\\1/2' j•7•�a, i�'}i 3 '�`J' Y:J' ' Q9 "` QeR®CR 6 •l/1°¢Oai,G wO09 �,,;! \� \ ,y \J HVB OUT �! V 10 a6 eR Q+a3 eR i©-1©°9 HVA 1 oa oR 6 + 7 °R$ 1 O+ 7J°a EXISTING G5 -POURED CONCRETE OR � © ® o 0 o°Ro a /� / CONCRETE BLOCK WALL 7{�*18�R! 10.05°"©+ 13oa +1�5°"_ REOUED E ExISTiNG 7 D9 6 7 18 6R \� ©_a_ o © I, SYMMETRICAL �* IN � � ' @ 11111. SEPARATION C 8 6 oR 9+ 3 oR,9• 5 \ EXISTING CENTERMATES Q.®°R 1�3. $°s $ +07 °a TO GLASS J � * (SEE SCHEDULE - _ GLASS m� W HV LOCK 26 ( OPTIONAL — °fl V.:/• _ {INTERIOR) 8Q'®�1 6+ °c,9+�$ ON SHEET t 7) MIN.SEPARATION tl'V / TO GLASS 11 i/`G'✓4�J C_� 1!G_71 ov - --- (SEE SCHEDULE 1 i N OPTIONAL +' _ - ' --{ ON SHEET 11) (INTERIOR) =00 _ — /�, 1 CONCRETE ANCHORS ND fI /--VA 1 5 a 2 �.*.�,Y ' i 1 3 VARIES 9� ; 1• * , w /)5 t Com '`--S"J 11�+ {-//r OUT6 1/2"MAX. SLACK (EXTERIOR} HVE HVF** OUT �?J HVD trrorass.::r���`` FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ,,1 r,......1 �on 02017 TILTECO,INC. ©20i7 EASTERN METAL SUPPLY, INC. , LVVdd((PPs ,?' BERTHA HV A.S.S.A. TI., Accordion Shutter System E C V iNC. H.V. MADE#1 W/OR W/O H.V. WINDOW BLADE TILUT TESTING & ENGINEERING COMPANY American Shutter Systems REV.N DESCRIPTION DATE DRAWN BY: L.C. 6355 N.W.36 h.a,Ste.J65,NRGINIA WDENS,FLORM 3316 Association, Inc. 1 OLD 15-085 7j27j1 DAZE: 07j27/17 s �•••� Fno°e (3OS)$71-1530.Fax (305)871-1$31 4268 Westroods Drive 2 St - a-mole 6Reeo0om.eem West Palm Beoch, FL 33407 3 �RAEWING N/o�7QNAIVO," EB-0pD671@ x 7-1L7LWALTER 171LUT Jr,P.E. HET Y«frr• FLORIDA Lie.8 44167 5 P.E. SEAL/SIGNATURE/DATE 6 8 OF 20 ALTERNATE INSTALLATION W HV "T" LOCK O HV MALE f FEMALE "T" LOCKS CENTER ATES 8 9 & LOCKERS at W/ n HV BLADE SEE END CONNEC110N DETAILS ON SHEETS 10 k 18 INSTALLATION I HV BLADE OUT ellil IN 55 WZ HD CENTERMATES BLADE tD SLACK DETNI tfYF,INOtCATED ON SHEEP 8, @_0 d@-04-0-@AS WELL AS UTHIS SHE FLOATING RUDE WIT.TI HDDTER , d wD;CATEO ON THIS SHEET.MAY 0E USED WITH TIES ALiERNA iNSrAUAlM MAIL HVG SHOWN 1N THIS SHEET. SEE END WAIL CONNECTION �•�dDETAILS ON SHEETS 1.21 1- ®•Od'@•pdQ•�d t6Dw-T6 AtLGY)A1MN. I d t 35 35 ANGLE wlt2)itta TAPC0.N a * :k M'CNO0.S 0 CONCRETE 5 \ t -- 3v----- 34 HV '•T"---•------- —IN-1 ----- --(FMNSN(7YP.) ' oPT�owv. I N 4--- PINS (TOP/SOTTQY)o- I _____ _ _ __ ( ) ----- ___4 (0 110 L ---- t4)}ioAT/EA H AN To TUEE }Ia.Jl4'sNs.o T2' `--- AT EACH ANGLE. O.0 FULL 1fJ:CNT. Rt / I rJ (*)H.v. - NN.s�Awrwx r LOCK (INSIDE) 1 t sc E ON"O 1) I Ok -—-—-—-—-— --' v: 5 J \ 28 29 1 1 i Fete• 2 J/e' ae 0 V J duT 31 OR 32 38 31 aR 32 31 oR -�� 31 OR 32 *SEE NOTE 6 FOR HV 40CK 3 2 1/4" 0-20 x 1 1/2" S.S.M.S. C% 35* (p 3, * W/ 7/8"0 x 3/32" WINGNUT. (OPTIONAL)�I()8-Ij}�� 0�1T ) HDC—HVC 'T'LOCK.ON sHEE 5. 5 MMETR 30 HV "T" LOCK (OUTSIDE) 26 SYMMETRICAL HD CENTERMATES �...—IGAL HD CENTERMATES TERIOR 'I-SERIES 9444 ALVMINUN H C W/a* LOCK (EXTERIOR) J LOCK IN (2024-T3 ALLOY)LARGE FLANGE TIEN ©d®d©•(�7 d a(�w1D,®d SHEET NUTSERT.PART/0620. � `�✓ - AS MANUFACTURED BY AVOEL CHERRY 7a•©d©•V.:Jd 10.0d TEXFORN,PARStPPENY,NEW JERSEY 07054 OR EQUAL ©'Q'©d©'l:.t•A'-5"01 •ods.®d®.�d. O SEE NoT GN-No RODS©4 NG©L s G"SHEET S UYxsRSAL FLOATING 01 ADEQ GUAR ttGII-MW IS VALID FOR A.I.C-NTERWTES MFUCAIIONS WNN EWE HDD-HYD*� FLOATING STACK � -jJJt/Asars� ++'`T Iikl A, pisFLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone Y,1 4�. `y1V wl�+V•'. 0 02017 TILTECO•INC. COi 2017 EASTERN METAL SUPPLY, INC. 0.n BERTHA HVTM �► A��� .A,� Accordion Shutter System I j L ECD NC. KV. BLADE#1 W/OR W/0 H.V. WINDOW WIDE TILL) TESTING & ENGINEERING COMPANY American Shutter Systems EV.N DESCRIPTION DATE DRAWN BY: L.C. .,'•.. Q 4e'1to 6355 N.W.J6lh.54,Sta.JOS,NRGINIA GAROEN6,FLORIDA 3316 AssoclatlonF Inc. 1 OLD 15-OBS 7/27/1 DATE: 07/27/17 Ph—:(305)87t-1530.Fax:(30.5)871-1531 4268 Westroods Drive 2 5J /""'` �a` it1` a- .11:lne000eootaom West Palm Beach, FL 33407 5 DRAWING No ^r_ Or,r��.•�. FFF( ES-0006719 17—i 07 rF WALTER A'MIA Jr.P.E. 4 FLORIDA Uc.#44167 5 SHEET P.E. SEAL/SIGNATURE/DATE s 9 OF 20 -- -'i- POURED CONCRETE POURED CONCRETE POURED CONCRETE CONCRETE BLOCK YlALL r--POURED CONCRETE OR OR CONCRETE _ ___ �- OR CONCRETE _ OR CONCRETE K WALL REQUIRED REQUIRED --------- •-- BLOC BLOCK WALL REQUIRED / - BLOCK WALL REQUIRED / - EXISTING GLASS -EXISTING GLASS CONCRETE ANCHOR --EXISTING GLASS r -O �� C 2" MIN. EXISTING GLASS 0 16"O.C. .L - .2" MIN. IAN.-Ass(SEE _ G 1' I -S TO GLASS{S'..E WE.SEPARATION I I 1. MIN.SEPARATION SCHEDULE ON SHEET TO GLASS(SEE i I MW.SEPARAIIOV EQ '; EQ TO CLASS('.;EE 11 FOR BLADE Oi AND � t i I TO ppn � 1 1 SCHEDULE ON S.4E]ET 1/16'x3'MAX. ON SHEET 19=4R SCHEDULE ON OR SLAD�SHEET i i I7 SCHEDULE ONSHEETii FOR BLADE()AND (6063-T6)CONT. >' �& r 1OVFSHEEF 1919 FOR 1/2" f �p,�SHEET 19 FOR (LOCATE AT ON SHEET 79 FOR ALUM. CLOSER ` 1 2� I EITHER SIDE BEES a)&� PLATE.(LOCATEA4 � ' { BLADESQ&(1 T—� �\ BLADES 1Q&Q OF Q) AT EITHER SIDE MIN 1 \ I 1/2"1AIN. I OF I USE i'OR 2"MAX. I //10x1/2"S.M.S. --_ _ (AS APPUCABLE)x2'x1/8"x0'-2" t Oxif2"S.M.S_. 0 16"O.C. ALUMINUM CLIP ANGLE 1 a 16"O.C. ! w ------�J (6063-T6 ALLOY)AT MIDHEIGHT 14 (1) #10x1/2'S.M.S.TOQ& (2)1/4'0 TAPCONS ANCHORS TO O-- SEE DETAIL X FOR I � EITHER AT 1"O.C. (LOCATE AT r1'l / SIDE CONNECTION ) OR l'.�?'' EITHER SIDE OF®) O OR V OR �� SEE DETAIL XFOR-' "R & TO TRACKS m®wO.OmOm • +m SEE DETAIL X FO5t0E CONNECTION 6 7 6 10 TO TRACKS g m 10• 3 m SIDE CONNECTION10•®w�`� `®" TO TRACKS �5�•�m ,6�•�7 •�Q,,,w,©C�•�7 •®w 6•O7 l:.J`7I��'d°"O'O �m ®'O7 '©^`©'`�? .®w ©`�mL`+'•'U°"®•�"A�,,,��^^��,, ©.�Bw1©•,,r�rB��c�O�B•��w ©'V.JmQ.�B°'®'�" ©•�`"�•�m©•�m (�•®w®•®`"�•®°"V.7''r7 Q'�°°®•V'°Y..!'V,:lm�`� ® ©w0 ®wIL �m TA wQ'� END CONNECTION DETAIL 3 END CONNECTION DETAIL 4 END CONNECTION DETAIL(D END CONNECTION DETAIL 2� O Q •F REQUIRED ONLY FOR SPANS GREATER THAN 12'-0" MC.NCRE - POURED CONCRETE OREXISTING EXISTING GLASSCONCRETE BLOCK WALL (- d REQUIRED GLASS MIN.SEPARATION �(��'`y _ "'-----------Ttl GLASS(SEE IAN.SEF`ARA1ICN1 1/! ;y —'111 FSCHOR�BIADE(D 01/2" IAN. SCHEDULE OVON SHEET TO GLASS(SEESHEEfV AOR B SH p1A9 FOR 11 FOR 6LADE(DAND /a�, _ ___ QAR)STIR gOR(3 FC.ICROE.TE Q ON SHEET 19 FOR --) BLADES�&Q� ___ 1 OR (D�..7 JHD Vis_-__ MIN. ~--`- --_—_ �� _ "_MIN• __ --t pk EQ Ic $�ORQ OR 2-MAA 2"MIN. 4 SEE U ATIONS OF USE FOR VIEW Y BLADE ON SHEET 19 pR)�OR i3OR�OR(g TOR1 OR �' — PLAN�' DETAIL X �- POURED CONCRETE Oft ®m©•�7 w®mID•®m 10•�w�•l;+m©,®w CONCRETE BLOCK YlALL END INSTALLATION ,D��wp.pw�•©m REQUIRED ©•C,TO�•©w�©`O•®m (11)HV BLADE OR NV WiNDOW BLADE INTO � p•®m�.pm©.©m lJ l/ E CONCRETE OR CONCRETE BLOCK WALL. END CQNNECTION DETAIL Q _s NECTION L 6 r , w©`® FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' 1115'y.SP .•v�Jew•••. v�". 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY, INC. sfi''•�' BERTHA RVTM IAE C a imc. Accordion Shutter System .S.S.A. RV. RUADE#1 W/OR W/O KV.WINDOW et" TILUT TESTING & ENGINEERING COMPANY American Shutter Systems LN,Nc oescwPnoN DAT[ rnuwN Bw LC. NAV.76th.SL,Ste.705.NkGINIA WDEM.FLORIDA MICE Association, Inc. 1 OLD 15-085 7/27/1 DATE: 07/27/17 C Pea„ {ws)s71-1saD rox (aDs)671-1sa1 4268 Westroads Drive 2 o- .1 tilt I.— West Palm Beach, FL 33407 7 DRAWING No 'OVAL �� 11°'` VIALTER.t.TfLUT1dt.P.E. 4 17-107 rsr�`r FLORIDA Lic.It 44167 5 P.E. SEAL/SIGNATURE/DATE 6 SHEtiGT OF 20 I SCHEDULE #1 ii�u SCHEDULE 3� MAXIMUM SHUTTER SPAN* 1+" OR I-" MAximum SHUTTER SPAN* 1+- MAXIMUM SHUTTER SPAN*I+" (ft.). FOR INSTALLATIONS W1 OR 'L-" (ft.) FOR OR I-- (ft.) INSTALLATIONS INSTALLATION LEGEND - NOTES: CENTERMAJES @ &@ or or PPE"ING T" INSTALLATIONS W/ W SYMMETRICAL CFNTERMATES CONCRETE & (1) L+: &"MUM ALLOWABLE SPAN ED:?A GIVEN W/ ONE H.V. LOCK @ or @ or or IE I & WOOD HD LOCK (9 W/ NO LOCKING RODS or ONEr'EHkV[DELf0MCdAK & ONE HV LOCKS MANSORY _ POSITIVE A.S.D. DESIGN PRESSURE RATING. % eo r @ Vr OR)WN11 NO LOCKING WALL A. B, C. D, E. M. N. 0. P, Q, L­ MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMAI@ 28g 29 W/ ONE W1 NO LOCKING RODS @ U A.S.D. DESIGN PRESSURE RATING. Fe'T" LOCK 30 W/TWD LOT@NG (SEE NOTES t,tt) ID S MOUNTING F, K & L R, S, & V. NG I RODS 35 TOP & OM EE (VALID FOR MOUNTING (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR SHEET 7) FLOOR/CEILING G, H, 1, 11 J T, U, W & X WALL MOUNITINGS(TOP/SCTTOI.i) OR FLOOR/CEIUNGt INSTALLATI MOUNTING CONABY DNS 0 CONCRETE&WOOD MOUNTING MNO.UM MwUUM Otis 0 CONCRETE M XS.O.DESIGN S O.DESIGN INSTAU.ATI — A4.0.OCSIGT4 INSTALLATIONS -------- GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, PRESSURE WALL MOUNTING FLOOR/CE]UNG PRESSURE WALL MOUNTING PRESSURE DETERMINE MAXIMUM SPAN *L+' FROM SCHEDULE, PATING, MOUNTING RATING & RAMNO FLOOR/CEILING MOUNTING GIVEN A NEGATIVE A.S.O. DESIGN PRESSURE RATING, cp.-.O (P•,.O FLOOR/CEILING MOUNTING (­.C) OR OR-) — — (.OR-) (+OR-1 FLOOR ALL MOUNTING DETERMINE MAXIMUM SPAN "L-'FROM SCHEDULE. L+ (11) L-(ft) L f (ft) L-(ft) L# (ft) L-(ft) L. (fl) I L-(ft) vMAXIMUM SHUTTER SPAN "L+-OR -L-" FOR 1 .7— ..ED I. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL 70 THE 30 OR LES 16-0" 16,-0" 16I-a'. 7 -3. 30 16'-0* 16,_ 30 16*-o" 16.-a- INSTALLATIONS INTO WOOD SHALL BE Lit -0* 1 35 4'-10' 14'-10" V-2" Is'-O" 35 14'-1014'-10" 35 15'-2" 16'-10" 105 psE A.S.D. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN "L+"AND 'L-". 11 " 1 1 40 13-10" 13'-10' 14'-2" 15,-2, 40 13*-10' 13,-10"— 40 14'-2' 15'-2- (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1' 13'-1' 13'-4" 14'-3' 45 1 13,-1" 13,-1" 45 13'-4- J14'-3" t HV CORNER CENTERMATE#3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS _T2`_-_6- _F3'77_- so " 1. W/FLOOR/CEIUNG MOUNTINGS: —56 --T 12'-5- 12'-S" 12'-5* 50 3' IY-1' MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS —55 il'-10' 12_-_ ". I I_ FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 55 il-lo" 12'-I" 12'-11" 55 SHALL BE AS INDICATED ON MANDATORY CONDITION #2 60 11'-4' Il'-4- 1 V-7" 12*-4" 60 11*-4" 11'-4- 60 1 a'-I I NOTE#5, SHEET 5. RATING: 65 101-10" 10"-10" 11'-1" 111-11" 65 10'-10' 16-10, 65 5. 10' I_ DETERMINE: B� Ll+= MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 70 lo*-B, 10'-6' 1O`-q- IV-5, 70 10'-6" 1 C-15" 70 W_'. 9-4* L2+= MAX. SPAN FOR FLOOR/CEILING MOUNTING a. 75 to'-I" 10'-1" 10'-4" 11'-1" 75 75 tt EXCEPT THAT MAXIMUM SHUTTER INSTALLATIONS, 80 9*-10- W-10- 1D'-O' 80 91-101 9*-10" SPAN "L+*OR *L-"AND MAXIMUM A.S.D. DESING FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 9-6- 0. RATING: 9,-g" 1 -5. 85 9,-v" 6' PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE 90 g-3- 9'-3- 9.-5. 10*-1" 90 9'-3" OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS: DETERMINE: U 95 q.-O. 81-9" 9'-2" W-10, 95 1- CONNECTIONS TO KEYSTONE MOUNTING Li-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. lbo 81-9" 11 LIMITED TO +64­72 P.S.f. AND 8'-0" SPAN, SEE L2-= MAX. SPAN FOR FLOOR/CEILING MOUNTING -1. 9,-0" 9'-7- 100 8'-9" 8'-4- MOUNTING @ON SHEET 7. INSTALLATIONS. 105 8'-7- 7'-11- W-9- 9'-4" 105 W-7, 7'-Il' I 110 8'-4" 7'-7- 8'-7- 9'-2- 110 7-7" FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 Er-2- T--3- _8'-4_ B'-Ii" 1-15 8'-2' V-3- SEPARATION TO GLASS SCHEDULE 'Al""'um BETWEEN "L,+', 'L2+'. "Li-`AND "L2-' K,2 _O.. 6'-11' 8'-2" 8'-9" 120 8,-0- 6'-11" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 T-10" 6.-8. 8'-0" 8'-5' 125 7*-10* 6,-8" ALLOWABLE SPAN AND NEGATIVE A.S.O. DESIGN 7 _8' 7'-B" PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 130 7'-8- EV- -10" -1- 130 135 7'-7- 15'-2' 7'-9' 7'-I" 1-35 7'-7- V-2- WIND ZONE MINIMUM SPACING. F140 7'-5' 5'-11" 7'-7' V-6" 140 7'-1' 5,-11, ASTM E-1996 SEPARATION I _7__7' 5,-9" TO GLASS 145 V-3* 5�-9- 1 -5- -3- 145 7'-3' 150 7'-2- 5'-7- 1 7'-4- 7'-0' 150 --7'-2- 1'-7'-- 1 5 7'-0- 5*-5- 7'-2' 6'-9" 155 7'-0' 5.-5.. 1 THRU 3 160 W-11" 5'-2" 7'-1' 6'-7" 160 6'-11" 5-2" 165 6--10- 5*-1- 7'-0' 6'-4' 165 W-101 V-I 170 6'_9. 4'-11" 6,_I 1" 6'-2- 170 W-9- 4'-Il* 175 6'-7- 4--9' 175 1'-7- 4--9" 180 6--6' 4,-8, 6'_8" 51-10. 180 W-6- 4'-8' 185 6'-5- 4'-6" 6'-7" 5'-8- 185 6'-5' 4'-6" J) HV BLADE. 190 6'-4- 4'-5' 6'-6- 5'-6' 190 6'-4- 4'_5. 195­1 E'-3- 4'-3- 6'-5- V-5" 195 W-3- 4--3- 1 2221 W-2' 4-2" W-4- 5'-3' 220 W-2' 1 4-2' 1 205 1 W-I" 4'-l" V-3" izzi 215 61-1 _L .1o" _J� FLORIDA BUILDING CODE(NOn High Velocity Hurricone Zone', 2017 EASTERN METAL SUPPLY,INC. e. C2017 TILTECO,INC. r -1\,jEN BERTHA HVTM Accordion Shutter System M LTEcom--\ A.&SAIIIIIII RV. MADE#1 W/OR W/O H.V.WINDOW BLADE American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY:MLOGY.11-G. TILLIT TESTING & ENGINEERING COMPANY u-36N.s,'Su.a05.VACM GARDENS.FLORIDA 3316( Association, Inc. I OLD 15-085 o787j2 DATe 07/27/17 Phone (305)871-1530.Pax:(305)871-1531 4268 Westroads Drive 2 —DRAWING No West Palm Beach, FL 33407 3 17-107 EB- 0O VIALTET01LLSITIgir.P.E. 4 P.E. SEAL7SSEAL/SIGNATURE/DATEFLORIDA Le.#44167 5 SHEET 6 11 OF 20 NMI] a . .III . :ar t: 'tar r alla 11' •: t, :alKORK414IN40il • a7. .It. .a .t: a ,! ° " ��`r��'s�'�� C�"'�.1.�=.11G�!!llrf+�����i����iiii��°���iii� � ° � �' : •- ' • •' mo w'mm��mm' m m mmimmmi�� mmmmmBalm m IrmyM, ®0®mmmmmc�mmws d[�Q6!®mE�A[��06/�f�E![� 00®0�0000�1E�E=�I�O©� �- m�'�md�no©nmmo��vo®®m�n�a°°wmmovQOQmmni��vovo�o���n� wMIKOKS oc� ��c�ic�oa�rm�imopQac3onmmdn"tsnnmmmmmmmmmion��ME m®mOp�OQ��®m�M0nm®�nmQ[�A��� DO� B���E�DD4aQd10 0�mmOMM mMI HEI t�0 ®�mmmmmit�®0E7ppOnpfLl6�00mm0nm��aOOI©© m03KEXMM M m®i0�'/rmmmmm®MmmmmmmHIMIMm!ln�mm�mmmmmnmp[�57� �m®m00m®��®m0000�®®0ma00nm®m dOmIMMIKOH00ddm mmEarm®mnmmmQmm�nmmmommmammmmmK=nnmmm-m©11101" o��irs Bif�i�mmm0�®®[t7nmmmldim®mm ® n6l® mmmm6! 00mnnMICOMM SO "NOWN MOm®Mmm® mmmmpO�mOmmm�Omim3mm00 mmm®MD�OAO4nA�A��� m ao mom�1101 �v®Mmmn0mm� nom®mn M1131MISOMM�a �t�tvemma�SOmm0mMMMMmmrn�amnnnmmmom®nommmmdm�n = odu�®�vvMon mo011@mmm"® a® m0.�� =ono mmm •anm®momn�mmmommonnn P�MmMmMoMMoppanoOdxoxoimmaamr 00op E31® MmOmmmiffpMmndOQ®me® milm®mq � ®AOR7o ' E31 �• M �NOmOQpappmpm®m® IN C1®m®m©mn�Om�4000dm®�p�liOmmAmmoQ O EMMICK =onm@m�aQmmmIDmAa�00mNm0 Q00mOO OnnOmEll"MM0n 03• •�mmmm®0�■■++oD�nOnaEmga��nv�amm®OO� O�O�pp pMAa0d mm®Ma000Smomo"ommoovvM"ovooaoia®��ME."WHO - MMM 1131131131011M mpooda oDOnoovaO 000 ® a� _ us �®MMnpommAOo® o p � nnoappmomm 0o + 1:01v ®� Nao0m ® nesMIm �voMISmMINI SIR � . • • • d 1 ®, OMNI oododn�n movanoommm� MIX �ovo10d� mmb=von��odm® mniv �mno�dannnirn�O�ov��Oon®a�,Q�o�1011�noSS Win 1111 Ill[Emma Wnwaskawwwwag011121111110111101an m m® mi ="a�mmdnioo ®onnnnnmmn • • • • mmononnn nnanonn®mnne�nan mo©�anemion MOO!m�a�an0000®�aoQo��oo 000v��oo vooi��onioao oononovn oar®Qo�o moonn moo Aoomm1011131 11011111 1111 n nnzanu�nnmoivnnmamn nn�nn o�nan¢anmm=nnnc•MmOnO�� MIONS! od�0000 omi �11a11Qon A©nan1121 INn�iaovodmooao � vQoov "AoovovnnAuoveoo •• �� : t .r t• s err --•.t t a ' MAXIMUM NCHOR* SPACING (in.)_SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A DS, DESIGN NEriaTA+F PRESSURE RUNG AND A CORREMNDING MOUNTING TYPE FOR CONCRFtE OR CDRCREFE BLOCK DWAL AIM (SEE MOUNTINGS E.G,&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED '/OCINCRIEVE BIOCX POURED CONCRETE (A) TO EXISTING POURED CONCRETE:(Min. Pc - 3 1 MAXIMUM QE WALL SILL MOUNTING u CEILING MOUNTING Q FLOOR MOUNTING - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX. (Min.1 e 3 Tei} SPAN ANCHORS SPACING LEGEND - 1/4'0 9 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. (Min. f c=3 Tei) .OLSO?N NEGAINE PR5'SURE RATING DH ASS.DEW RELATIVE PRES5INR£ROIYC(p .0.fIESCN IF.GMIr PRESNR✓E RAiItiG Est - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min.f'c=2 ksi) TAPCON OR 30 40 60 75 90 120 760 205 30 40 60 75 90 120 160 205 30 40 60 75 90 120 760 ZOS TAPCON WITH ADVANCED - If4"0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND OISTR18UTED BY ALL POINTS SCREW,SOLT&SPECIALTY t4 12 to 9 8 e 6 5.5 14 12 10 9 e B 6 6 14 12 10 9 8 8 6 6 THREADFORM TECHNOLOGY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. (Min,f'0 3 1 3'-0" 14 t2 10 9 8 8 6 6 14 12 10 9 a 8 6 6 74 12 70 9 8 8 6 6 ALL POINTS SOLID-SET OR LESS 14 12 70 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 1 9 1 8 8 6 5 BLUE TAP IV/CAP NOTES: 14 12 10 9 8 8 6 7 14 12 10 9 B 8 6 6 14 12 10 1 9 1 a 8 6 5 Ai}MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 12 10 9 8 7 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 5 TAPPER+ ANCHORS IS 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2". 4'-0' 14 12 10 9 a 8 8 6 to 12 10 9 8 B 6 6 14 12 10 9 6 8 6 5.5 t4 12 10 9 8 8 5 4 14 12 10 4 8 8 6 4.5 14 i2 10 9 8 6 4 3S A.2)MINIMUM EMBEDMENT OF 1/4"0.3/4"ALL POINTS SOUD-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE. NO EMBEDMENT 14 12 10 9 8 6 6 4.5 14 12 10 9 8 8 6 5S 14 12 10 9 8 8 6 45 4 SEE wutAirons OF USE FOR INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO 14 12 10 9 7,5 5.513.51- 14 12 10 9 8 8 6 5 14 12 10 9 8 7 5.5 4 e1 AAE 11 ON SHEET t9 EXIST,AND t'MINIMUM FOR WALLS WITH NO STUCCO. 5'-0' f4 72 70 4 8 8 6 6 14 12 TO 9 8 8 6 5.5 14 12 10 9 8 8 6 4.5 v.. 14 12 10 9 8 7 4 - 14 12 tO 9 e 6.5 5 3.5 14 12 10 8 6.5 5 3.6 3 A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 12 10 9 8 7.514.51- 14 12 10 9 8 8 6 4.5 14 12 10 9 8 6 4.5 .75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 95 7.5 6.5 4.8 - - N 12 10 s B 7.5 5.5 4 14 12 10 9 8 6 4.5 J.5 NOTES A1)&A2)ABOVE.FOR INSTALLATIONS ON NNri SIDING OR EIFS WITH OR WRHOUT MEfAI SPUDS CONSULT TH15 ENGINEER.FOR 6'-0" 14 f2 10 's e a 6 - 14 12 10 9 8 8 5 5 14 12 t0 9 8 6,5 5 3.5 INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 14 12 10 9 7.5 5.5 3 14 12 10 85 7 55 4 3 14 12 B 6.5 5.5 4 3 14 12 10 9 8 6 - 14 12 10 9 6 64 5 3.75 14 12 10 8.5 8 5 4 - (0) To EXISTING CONCRETE BLOCK:(ASTM C-90) 14 12 8 6.5 5.5 3 - 14 12 10 9 8 6.5 4,5 3.5 14 12 10 8 7 5 3.5 3 - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W. BUILDEX. 74 12 10 9 6 8 - - 14 12 10 9 8 7 5 4 14 12 10 9 7.5 5.5 4 J - 1/4"0 It 3/4"ALL POINTS 5OUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. 7-0' 14 12 70 8 6.5 4 - - 14 72 9 7S 6 4.5 35 - tt t0.5 7 5.5 4.5 3.5 - - 1/40 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 14 12 10 8.5 7 4 - 14 12 10 9 7.5 5,5 1 4 - 14 12 9 7 7.5 4.5 - - 1/$0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS. INC.,AND DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY 14 11 7 5.5 4.5 - - 14 12 t0 _.L 7.5 5.5 4 - 14 12 9 7 6 144 3 _ COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 8'-0" It 42 70 9 8 6.5 - - 14 12 10 9 8 6 4 - 14 12 10 8 6.51 5 3.5 - NOTES: 14 12 9.5 7 1&51 3 - 1- 14 112 1 a 6.5 5.5 4 3 12.5 94 6 5 4 1 J - - B.t)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON, BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON 14 t2 95 7.5 6 - - I-114 112 9.5 8 6.5 5 - - 14 12 8 6 644 1- WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1 13 9.5 6.5 5 3.5 - 14 112 10 8 0.5 5 14 12 8 6.5 5 4 9,-0, 14 12 10 9 8 - - -114 112 10 9 7.5 4.5 - 1- 14 12 8.5 7 5.5 4 - - 8.2)MINIMUM EMBEDMENT OF 1/4"0.3/4"ALL POINTS SOUD-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 11.57.5 6 4 - - - 14 1 11 7 5.5 5 YS - - 11 8 5.5 4.5 3.5 - - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO 14 12 B 6.5 4.5 - - - 14 12 8.5 7 55 4 - - 14 105 7 5.5 6 4,5 - - EXIST,AND i"MINIMUM FOR WALLS WITH NO STUCCO. IES 85 5,5 4 14 12 9 7 6 4.5 14 IT 7 5.5 4.5 3.5 - 10'-0" N 12 tG 9 7.5 - - - 14 12 10 8 Ill 5 - - 14 12 8 6 5 4 - - B.3j IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR t200R. 14 10,5 7 5 3.5 - - 13 9.5 6.5 5 4 3 - 10 75 5 4 3 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL.BE AS INDICATED ON 14 11 7.5 5.5 - 14 11.S 9 6 5 4 2.5 9.5 6 5 4 4 NOTES 8.1)'&8.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR DFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER 05 8 5 [14 12 8 6.5 5.5 4 13 10 65 5 4 3 FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. i l'-0" 74 i.5 70 - - - - 12 9 . 6 4.5 - - 74 10.5 7 5.5 3 3.5 - - C ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 12.5 9.5 5 9 6 /.5 4 3 9 7 45 7.5 J () 14 to 7 - - - - m.5 J 5.5 4.5 - - - tt.5 a.S 8.5 4.5 3.75 - - (p) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9.9 7 4.5 11.6 7.5 6 5 1iT 9 6 4.5 4 _ 12'--0" 14 t2 10 - - - - - t2 E 65 S.5 - - - t3 10 6.5 5 4 - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: 71.5 8.5 4.5 - - - - - a 5.5 4 3.5 - - 8 6 4 3 - - - - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EUCE DISTANCES INDICATED BELOW.FOR E.0.LESS THAN THE INDICATED,REDUCE ANCHOR SPACING 13.5 9.5 6 9.5 6.5 5 4 - fo.5 6 5 4 BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 6.5 - 10.5 7 5.5 4.5 11 8.5 55 4.5 3.5 - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 74 12 - - - - - - 11.5 7.5 6 5 - - - 12 9 6 4.5 4 FACTOR SRI - - - - - - 10 7.5 5 4 3 - - - 7.5 55 4 '3 - - - ACTUAL TAPCON WITH ADVANCED TAPPER + 2.5 ss - - - - - - 12 s 6 4s 4 - - - 9.5 7 5 4 - - - EDGE TAPCON ALL POINT SOLID SET BLUE TAP W CAP MIN,SPAC NG 1 HV BLADE OR THREADFORM TECHNOLOGY / a 6 - - - - - - 13 9.5 6.5 5 - - - - 0.5 75 5 4 - - - - DICT.O. MIN.SPACING- 3' MIN.SPACING-3' MIN.SPACING=3 7 2 MIN.SPACING- 3" 3 3 4 4" 14'-0' 74 12 - - - - _ 14 10.5 7 5.5 - - - 71 8.5 SS 4.5 - - - - E.D. /" /" t0 7.5 - - - - 9 7 4.5 3.5 - - - - 7 5 35 3 - - - - V BLADE IVPOURED CONCRETE& �0.TKkETE CONCRETE Bi POURED CONCRETE& POURED CONCRETE&pp�p OON�RETE ON49 E Eli= 1 HV WIND CONCRETE BLOCK CONCRETE BLOCK CONCRETE BLOCK 17.5 8 _ _ _ _ _ _ it a SS 4.5 - - - - 9 6.8 45 _ _ _ _ _ MN.ED.=3" MN E0.+3 t/2"MN ED.•21/M MN ED.=3 1 MN ED. =3` MN.E6.-J 1/Y MN.ED=21/2` 7,5 - - - - - - 12 9 6 - - - - 9.5 7 45 - - - - - 3' 1.0 0.90 1.0 0.78 1.0 0.84 1.0 SS-0" 14 - - - - - - - 13.5 10 bS - - - - 0.5 B s - - - - - _BLADE WORKING z r/z• o.e1 1.0 os7 1.0 6,5 5 3 - _ _ IN UNISON ♦ - - - 10 - - 10.5 8 5 - 8.5 6 4 2' 0.71 0.51 7 - - - - - iS 8S 5.5 - - - - - 9 6,5 4.5 - - - - 1 3/4' - 0.91 - - - 0.43 - 14 - - - - - 12.5 9.5 6 - - - - 10 7S 5 _ 8 6 4 0.35 0.35 9.5 7 5 - - - - B 6 4 - .0_ -?. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 1 74 9.�\� /���� 02017 TILTECO,INC. ©2017 EASTERN METAL SUPPLY, INC. 4 T BERTHA H TM A t. ,S„A,, Accordion Shutter System 7} ? H,V. BLADE#T W/OR W/0 H.V. WNDOW BLADE !� American Shutter Systems T TILLIT TESTING & ENGINEERING COMPANY Inc. �'.H. DESCRIPTION DATE DRAWN BY: LC. •• TA�7g '"' 6355 N.W.360.St.,Ste.305.VIRGINIA G4R045,FLCR10A 3318 Association, Ct OLD 15-085 7/27/71 DATE? 07/27/17 Phone:(305)871-1530.Fax:(305)67t-7537 4268 Westroods Drive 2 a-m9R:tut.tocc.l.com West Palm Beach, FL 33407 3 DRAWING N(o� s4T L EB-0006779 17-107 ^.4Sj •��• `�� 4111 WALTER A.TIILT Jr.P.E. + I P. FLORIDA Lie.IT 44167 c SHEEr3 OF 20 MAXIMUM N HOR* PA IN (i11,) crHEDU1 F FOR A GIST MAX, SHUTTER SPAN A.S.D DESIGN NEGATNE PRESSURE RATING AND A ORR 1191311• MOUNTING TYPE FOR CONCRETE OR CON RET BLOGK IN T,ILLATIONS (SEE MOUNTINGS I,J,K&L ON SHEET 7) POURED CONCRETE POURED CON CONCRETE BLOCK NGHORS SPAGIN• LEGEND MAwYUM I WALK OVER& 1 TRENCH QRAINGUARD MOUNTING WA FLOOR MOUNTING ©WALL/WALK OVER MOUNTING A SPAN MQTIE PR TAPCON OR (n) ➢.Dm(RI NECASE PRE55URE RATING(psi A5.0.OESN21 NECAIWE PRESSURE RA14YC(ps/ 9.0.OFSNR!NECIM RTQ5i1RE RATING(psl UA DMM NEGATNE PRFSIRE RATING(psi TAPCON WITH ADVANCED 30 40 GO 75 90 120 160 205 30 40 60 75 90 120 160 205 ]0 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 THRF ADFORM TECHNOLOGY 14 12 10 9 8 8 6 6 12 12 12 12 12 1.5&5 6.5 7 7 7 7 7 7 7 5.5 5 5 5 5 5 5 5 5 ALL POINTS SOLID-SET 3-0" 14 12 10 9 8 8 6 fi 12 12 12 12 12 12 9.5 7 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 R LESS 14 12 10 9 8 8 6 fi 12 12 12 12 0.5 B 6 a.5 7 7 7 7 7 7 7 6.5 5 5 5 5 5 5 5 5 BLUE TAP 14 12 10 9 B 8 6 6 12 12 12 I2 12 10 7.5 6 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 TAPPER+ 14 12 10 9 B 8 B 6 12 12 12 12 15 8.5 6.5 5 7 7 7 7 7 7 5.5 4 S 5 5 5 5 5 5 4 4'-0" 14 12 10 9 8 8 6 6 12 12 12 12 12 9.5 7 5.5 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 3 /4 12 10 9 8 8 6 6 12 12 12 9.5 B 6 4.5 3.5 7 7 7 7 7 7 6.5 5 5 5 5 5 5 5 5 5 14 12 10 9 e B 6 6 12 12 12 12 10 7.5 5.5 4 7 7 7 7 7 7 7 5.5 5 5 5 5 5 5 5 5 14 12 10 9 8 B 6 6 12 12 72 11 9 7 5 4 7 7 7 7 7 55 4 3 5 5 5 5 5 5 { 3 5'-0" 14 12 10 9 B 8 6 6 12 12 12 12 10 7.5 5.5 4 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 1D 9 8 8 6 6 12t121,25 75 6 4.5 35 - 7 7 7 7 7 7 5 J.5 5 5 5 5 5 s 14 12 10 9 B 8 6 6 129.5 B 6 4.5 - 7 7 7 7 7 7 5.5 4 5 5 5 5 SEEANCHOR14 12 10 9 8 8 6 6 12 975554377777 4,$ 35 - 5 5 5 5 5 4.5 J.5 - SPECIFICATIONS 6'-0' N 12 10 9 B 9 s 8 1210 8 6 4.5 3.5 7 7 7 7 7 7 7 7 5 s s s s s 5 5 ON SHEEP 13 I4 12 10 9 6 B 6 6 12 6 5 4 3 - 7 7 7 7 7 5.5 4 - 5 5 S 5 5 5 414 1z 1098812 8 65 5 .75 - 7 7 7 7 7 fi 45 - 5 5 5 5 5 5 4.5 - 14 12 10 9 8 8 8 6 12 12 10 B 8.5 5 3.5 - 7 7 7 6.5 5.5 4 5 5 5 5 5 4 3 7•-0- 14 12 10 9 B B 6 6 12 12 12 8.5 7 5 4 3 7 7 7 7 ] 7 7 6 5 5 5 5 5 5 5 5 14 12 10 9 8 B 6 8 12 10 6.5 5 4.5 3 7 7 7 7 6.5 5 ] 5 5 5 5 5 5 3.5 3 14 12 10 9 8 8 6 6112 12 8.5 7 5.5 4 - - 7 7 7 7 7 5 - - 5 5 5 5 5 s 4 - 0 VALID ONLY FOR U? TO +70, -75 14 12 10 9 8 8 6 - 12 12 8.5 7 5.5 4 3 - 7 7 7 5.5 4.5 3 - - 5 5 5 5 45 35 - PSF A.S.D DESIGN PRESSURE 8•-0" 14 12 10 e B 8 6 - 12 12 0.5 7.5 6 4.5 J.5 - 7 7 7 7 7 7 7 4 s 5 5 5 5 5 5 5 RATING & FOR SPANS PER 14 12 10 9 8 8 6 - 12 9 6 4.5 4 3 - - 7 7 7 7 5.5 4 - - 5 5 5 5 5 4 3 - 14 12 10 9 8 B 6 - 12 11 7.5 6 5 .75 - - 7 7 7 7,5 6 4.5 - 5 5 5 5 5 4.s - _ SCHEDULE #3, SHEET 11 14 12 10 9 8 8 - - 12 1.5 7.5 6 5 3.5 - 7 7 6.5 5 4 5 5 5 5 4 3 14 12 10 9 8 B - - 12 12 9.5 65 5.5 4 3 - 7 7 7 7 7 7 6 J 5 5 5 5 5 5 5 5 14 12 10 9 8 B - - 0.5 8 5 4 3.5 - 7 7 7 8 5 ].5 - 5 5 5 5 5 4 J 14 12 10 8 8 8 - - 12 10 6.5 5 45 - 7 7 7 6.5 5.5 - 5 5 5 5 5 4 14 12 10 9 8 8 - - 12 0.5 7 5.5 4.5 3.5 - 7 7 5.5 4.5 3.5 - 5 5 5 4.5 3.5 - 10,-0"14 12 10 9 8 8 - - 12 11 8.5 fi 5 3.5 - - 7 7 7 7 7 7 45 - 5 5 5 5 5 5 5 4.5 14 12 10 9 B B - - 9 s 7 4.5 35 J 7 7 7 5.5 4S - 5 5 5 5 45 35 - 14 12 10 9 8 8 - - 12 9 6 5 4 7 7 7 6 5 5 5 5 4.5 5 14 12 10 9 8 B - - 12 9.5 6 5 4 3 7 7 5 4 3 5 5 3 4 35 - 11'-0"14 12 10 9 8 8 - - 12 10 7 5.5 4.5 ]5 - - 7 7 7 7 7 7 J.5 - 5 5 5 5 5 5 5 { 14 12 10 9 8 8 - - 1.5 4 3.5 3 _ _ _ 7 7 fi 5 4 5 - 10 HV BLADE ONLY 14 12 10 9 8 8 - - 11 8 5.5 4 - - - - 7 7 7 5.5 4.5 - - - 5 5 5 5 4.5 - - - 14 12 10 9 8 - - - 1.5 8.5 5.5 4.5 3.5 - - - 7 7 4.5 3.5 - - - - 5 5 4.5 3.5 3 - - 12'-0" 14 12 10 9 B - - - 12 9.5 6.5 5 { 3 - - 7 7 7 7 7 8 ] - 5 5 5 5 5 5 4.5 3.5 14 12 10 9 8 - - - 8 6 4 3 7 7 5.5 45 3.5 - 5 5 5 4.5 4 J 14 12 10 9 8 - - - 10 7.5 5 4 - 7 7 6 5 5 5 5 5 4 14 12 f0 9 B - - - OS 8 5 4 3.5 - 7 6.5 4.5 3.5 M- - 5 4.5 15 313'-0"14 12 10 9 8 - - - 1.5 8.5 6 4.5 3.5 3 - - 7 7 7 7 5 5 5 5 5 4.5 3.5 14 12 10 9 8 - - - 7 55 3.5 3 7 7 5 4 5 5 4 314 12 10 9 8 - - - 9 7 4.5 .75 - 7 7 554.5 5 5 4.5 414 12 10 9 - - - - 10 7.5 5 { 3 - - - 7 6 4 J 5 4 ] - - - 14'-0"14 12 10 9 - - - - OS 8 5.5 4 .57 7 7 7 5 5 5 55 4 7 14 1210 9 - - - - 6.5 5 3 7 7 5 3.5 5 5 4 14 12 10 9 - - - - 8.5 6.5 4 - - 7 7 5 45 5 414 72 10 - - - - 9 7 4.5 3.57 5.5 3.5 - 5 35 ]-0" 14 12 10 - - - - - 10 75 5 4 J - - - 7 7 7 7 5 5 5 5 5 4 3 14 12 IO - - - - - 6 4.5 J - 7 7 4.5 3 5 5 4.5 3.5 - 14 12 10 - - - - - 8 6 4 - - - - - 7 7 5 - - - - 5 5 5 4 - - - 14 12 10 - - - - - 85 6.5 4 JS - 7 5.5 3.5 - 5 5 3.5 - 16-0"14 12 10 - - - - - 9.5 7 4.5 3.5 3 - - - 7 1 7 7 7 6 3 - - 5 5 5 5 5 4.5 3.5 - 14 12 10 - - - - - 6 4.5 3 - - 7 16.5 4 5 5 4 J.5 - 14 12 10 - - - - - 7.5 5.5 .75 - - - - - 7 }/WN y _ _ - _ 5 5 4.5 - - - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' I ,411�1V,.......••.. Lir"a 02017 TILTECO,INC. ©2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM SS�A� Accordion Shutter System H.V. BLADE#1 W/OR W/O H.V.VIA DOW BLADE TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems Y N.N DESCRIPTION DATE DRAWN BY: LC. 355 N.W.35th.SL,file.305,VIRGINUI GAROQIS,FLORIDA3316 Association, Inc. I OLD is-Des 7/27/1 DATE: 07/27/17 � �•'. n E 6 • 1 1 ,, PNone (305)871-1530.Fc::(J05)871-1531 4268 Westroods Drive 2 S ^............`, �� A e-r0n11:nll400¢ool.corD West Palm Beach, FL 33407 ] DRAWING No '-.•„Af�Q^�. \,�'��1111s EB-0006719 A L r[ WALTER A.TILUT Jr.P.E. 4 17-107 [P- . E. SEi1C/STGNAf6RE/DATE FLORIDA Lic.(I 44167 5 SHEET 6 14 OF 20 MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING in) SCHEDULE FOR A GIVEN MAX SHUTTER SPAN NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MO NY'N TYPE (S--E MOUNTINGS ON SHEETS 16& 17), t,_.J E=3 `3 T- F ;;i! SOUTHERN PINE No. 2 W MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH SOUTHERN PINE No. SPRUCE PINE SPRUCE PIN / 1/2" MIN. COX 2 W/MIN.G=0.55, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD DOUGLAS RR w/ W M W MIN, G=0,36 HAXIuu,A MIN.WO.50 / IN. G=0.43 SPAN(R) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M. N. 0 & R FLOOR MOUNTINGS M. N. 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS WALL MOUNTINGS B.O. WALL MOUNTINGS B.O, WALL MOUNTINGS S.O. WALL MOUNTINGS W & X W & X W & X P & Q S &v S &V S&V �9W tEG1C.T FME W FART,(p)LSA"M k=!POW WK(IdJ R01 RVAE F'P39EE PAW,((4--M MM AtGO4 WLWIFE PXM(01)W DEM WCAS KMK buts M MD.oE9r+eof PAIAEE R11ts TM w.aw IEm nw-PRBC(NfJ LM TIM wAS£I4 sm W.V.SAT w mm kozz P1F5 a WRs(C4 AS2 M Firm MDR we;4 30 40 60 75 90 05 30 40 60 75 90 05 30 40 60 75 90 05 30 40 60 75 90 05.30 40 60175 90 05 30140 60 75 90 105130 40 60 75 90 105130 40 60 75 90 10513D 40 60 75 90 05 30 40 60 75 90 05 -O"OR LESS 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 fi 6 12 10 10 9 8 8 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 52 12 12 12 4'-0" 12 70 10 9 8 8 6 6 6 6 6 6 52 10 70 9 8 8 6 6 6 6 6 6 12 70 tO 9 B 8 6 6 6 6 6 6 6 5 4 G 4 3 12 12 12 12 12 72 12 72 12 12 12 12 12 12 12 12 12 12 g•_0• 12 10 10 9 8 S 6 6 6 6 6 .5 12 10 10 9 1818 6 6 6 6 6 5 72 10 10 9 8 t 6 6 6 6 6 5 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 0. V-0" 12 10 10 9 8 6.5 6 6 6 6 5.5 4,5 12 10 70 9 8 5 6 6 6 .5 5 4.5 12 10 10 9 6 3.5 6 6 6 6 5 4.5 6 5 4 7_35 - 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 8.5 7'-0' 12 10 10 9 6.5 4 6 6 6 '.5 4.5 4 12 10 10 9 5 3 6 6 6 5 4 3.5 12 10 10 7 3.5 - 6 5 6 5 4 3.5 6 5 4 4 - - 12 12 12 12 12 12 12 12 12 12 12 70. 12 72 t2 O.5$.5 7.5 8'-0' 12 10 10 7.5 4.5 3 6 6 6 5 4 3.5 12 10 10 6 3.5 - 6 6 5 .5 3.5 3 12 10 10 4 - 6 6 5 .5 3.5 3 6 5 4 - - 12 72 12 12 12 12 12 72 12 12 11 9.5 72 12 1.5 9 7.5 6.5 g'_O' 12 10 10 5 3.5 - 6 6 5.54.513.5 3 12 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 52 10. 12 12 12 L 9.5 8.5 12 12 10 8 6.5 5.5 10'-0" 12 10 7.5 4 - 6 6 5 - 12 50 6 3 - 6 6 4 .5 3 - 12 10 3 - - 6 6 4 .5 3 6 5 - - 12 12 12 12 1.5 9.5 12 12 12 10. B.5 7.5 12 12 9 7 6 5 11'-0' 72 10 5.5 - - - 6 6 4,5 - 12 10 4.5- - 6 5.5 3.5- - 12 10 - - 6 .5 4 - - 6 5 - 12 12 12 12 10 8.5 12 12 12 9.5 8 7 12 12 8 6.5 5.5 4.5 12'-O' 72 t0 4.S - - - 6 6 4 - 12 IO 3.5- - - 6 5 3.5- - 12 10 - 6 S 3.5- - 6 5 - - 12 12 12 5.5 9.5 8 12 12 11 8.5 7 6 12 1.5 7.5 6 5 4 13'-0" 12 10 - - - - 6 6 - 12 10 - - 6 4.5 - - - 12 7.5 - 5 4.5 - - 6 4.5 - - 12 72 12 50. $.5 .5 12 t2 10 8 6,5 5.5 12 0.5 7 5.5 4.5 4 14'-G" t2 10 - - - 6 5.5 - - 12 7 - 5.5 4.5 - - 12 7 ,5 4,5 - - 6 3 - 12 12 12 9.5 8 6 12 12 §.5 7.5 6 4.5 12 9.5 6.5 5 4 3 12 - - 6 - 12 - - - - 5 - - - 12 - - - - - - - - - 12 52 ti 9 7.5 5 t2 12 8.5 7 b 4 12 9 6 5 4 i 6'-0" 12 - - - 6 - - 12 - - - - 5 (j) HV BLADE OR HV BLADE Wj HV WINDOW BLADE WORKING IN UNISON* ♦SEE UM ADONS OF USE FOR SLNE�. ON SHEET 19 t NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL,FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No.2 W/0-0.55(N.D.S) 1/4 P TAPCON ANCHORS,AS MMiUFACTURED BY I.T.W.SURDEX W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/G-0.50(N.O.S.) EACH SECTION ON SHEETS 16&17. -SPRUCE PINE PR NORTH W/G-0.43(N.O.S.) EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G-0.36 2.ANCHORS TO HOLLOW CEILING SHALL 8E AS PER MOUNTING TYPE U,SHEET 17 AND SHALL CONSIST OF -MIN. 1/2'COX PLYWOOD(1986 APA) LAO SCREWS AS PER NDS 2015 SPECIFICATIONS. 4.ANCHORS SHALL BE INSTALLED FOLLOMNG ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR's MANUFACTURER. i7AAA°'°°°"''• FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone .,.......• iA ev 02017 TILTECp,INC. 02017 EASTERN METAL SUPPLY, INC. BERTHA HVTM I�E C O .... A,S. ".A. Accordion Shutter System H.V. BI-ADE#T w/OR w/o H.V. WINDOW BLADE a ; i"" American SI'IUftHr SY"SBm Ev.H DESCRIPTION DATE DRAWN Br: L.C. ti .rOS C7�" TILLIT TESTING & ENGINEERING COMPANY 'Q 0; 6355 N.W.36N.SL,St,.3OS.45RGNA GARODIS.FLOMOA 3316 ASSOCtOfton, Inc. 1 OLD 15-085 7/27/1 OATS: 07/27/17 - irrPr-x-14 Phone:(305)871-1530.Fox:(305)871-1531 4268 WestrOOds drive 2 DRAWING No = rL/� V `,. +(,_tE a-mail:tiR—C.-I West Palm Beach, FL 33407 3 17'-�{)7 %LV/VNAL•1 'E 1` tRLt WALTER A.OTILUT Br.P.E. 4 FLORIDA Lia B 44167 5 SHEET P.E. SEACt3f�NA1URE/DATE 6 15 OF 20 I I' INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR _M HV & I& HV* BLADES AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WITH HV BLADE 1 ONLY-SHALL WALL FINISH I BE LIMITED TO 105.0 12sf. A.S.D. DESIGN PRESSURE.-RATING. SEE SH�ETQR MAX SPAN & -0 TAPCO OF _TAPCON14 T4 OR A.S.D. DESIGN PRESSURE RATING FOR UNSTAILLATION WITH BLADE 1 & A WORKING IN UNISON WITH ADVANCED TECHNOLOGY 1/470 TAPCON OR W/1 1/2-Min. I' ETRATION TAPCON WITH ADVANCED THREAOFORM TECHNOLOGY OF THREADED AREA W/ 1 1/2-Min.PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) MIR SEPARATION exIsauti_wC HEADER. --r')OR ..-(SEE SCH ON SHEET 1 TO GLASS(SEE I t/4'421-20x3/4'S.S.MACHINE SCHEDULE ON SHEET R SCREWS W/ 1/4--20 NUTS I I FOR BLADE(DAN01— a I ON SHM 19 FOR 2,D.C. SUADES 0&(2) EXISTING rEO GLASS---I 77. I ORH 5 WALL rH7 It f NAI WALL I' a 1-y\EXISTING MIN. I i FTNISH I ��I �i-'' � LLL 2'x4" HEADER REQUIRED 1 6 \22�!,T"NWOMIN. HEADER REQUIRED 1/4-0 TAPCON OR TAPCON WITH ADVANCED CID TNG MN.SEPARATION I I 1 I TU,H.1EADF1RM TECHNOLOGY W/ 1 1/2 TO C-Ass(SEE SCHWULE I MIN.SEPARATION TO GLASS PENETRATION 01 THREADED AREA 10 EXISTING WOOD HEADER. (SEE SCHEDULE (SEE SCHEDULE ON SHEET 15) It FOR SL EXISTING DULE ON SHEET 11) ON SHEET 19 FOR GLASS--71 2'x4*CONT. SILL OUNCES 0&flD L J PLATE REQ'O. (�)HV WALL HEADER INSTALLATION (�)HV WALL SILL INSTALLATION HY WALL HEADER INSTALLATIO I' 11 _T­_T -+— — ___ -1_ EXISTING MIN. SEPARATION TO CLASS MIN. SEPARATION 0"'AS GLASS— [--(SEE SCHEDUL _MIN. SCHEDULE ONITSHEET Sil}— I; /-\ 'I EXISTING I GLAS I EXISTING VE ON SHEET 11) MIN.SEPAL GLASS-1 GLASGS di 2 4'CONT. ON SH (SEE SCHEDULE 3/4-S.S. CREWS. WOO P i REQ'G. MACHINE0-20x3 S' Its FLL-Fil, 1/4"0-20.3/4'S.S. -20 NUTS 7 :':7!- WALL MACHINE SCREWS W/ USING 1/4' 20 NUTS @ 12" i /-@ORR 0 @ 12'D.C.—, ( ) FINISH L 01 I V OR 18 1 OR15 2"x4'CONT.-Z WOOD PLATE REQ'D. t .o TATCON OR TAPCON WITH ADVANCED OR THREADFORM! TECHNOLOGY W/ 1 1/2- 2.4'CONT. li", PE1111 IF THREADED AREA TO IT/4".0T=OR TAPCON WITH ADVANCED S PLATE EXISTING WOOD IN HEADER. 'D. R I TECHNOLOGY W/1/2- 1/4%TAPE 0" R tELOL (SEE SCHEDULE ON SHEET 15) PENETRATION TAP N I-SEE SHEET 4 FOR TYPICAL Vin.PEN ON OF THREADED AREA INTO PLYWOOD THR&ODFOWI ADVANCED I - - * t (SEE SCHEDULE ON SHEET 15) TECHNOLOGY L..Y ASSEMBLY. WALL FINISH EXISTING MIN.2*X4' p IN'COX LYWOOD REOPD� THREADED 1 1/2' PENETRATIO14 OF r2-11'OUNTEIRNG SECTIONS CAN BE M L-1/2o MIN.CDX PLYWOOD REO'D. STUDS 0 16'MC. MAX. WALL FINISH-- THREADED AREA,INTO PLYWOOD COMBINED,IN ANY WAY SUIT REQ'D.PLYWOOD TO BE (SEE SCHEDULE ON SHEET 15) ANY INSTALLATION.To tHV WALL SILL INSTALLATION �-EXISTING MIN. 2-x4'STUDS 0 16*D.C. MAX. REQ'O. ATTACHED TO STUDS IN PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH WITH 'a'" SECTION 2308 OF THE &HY-WAILL SILL INSTALLATION ♦SEE Ut!A HV SECTION SIJ'1OFWSTAdAT10N F.B.C. BLADE 1,�S�OONSSHEFTUL:OF FLORIDA BUILDING CODE{Non High Velocity Hurricane Zone, It A. 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY,INC. .,I," BERTHA HVT M *; f I L ECO A.S.S.A. Accordion Shutter System KV. R-AM#1 W/OR W10 KV.WINDOW RADE LIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.N. DESCRIPTION DATE DRAWN BY: LC. 07 -] TA TI 6355­.36-SL.St,.305,MAGNA GARDENS.FLORIDA 3316E Association, Inc. I OLD 15-085 7127/1DATE,. 07/27-/17- 5)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 ph.—(30.-�6';wt..0-I.— West Palm Beach, FL 33407 3 —DRAWING Na ...**On MN -0006710 17-107 WALTER Es A."TwT j'P.E. 4 FLORIDA U.,#44 1 67 5 _;9(n 1 6 16 OF 20 P.E. �A59�DATE SHEET INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & I& HV* BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BODE C) ONLY WALL FINISHSHALL BE LIMITED TO 105,0 120. A.S.D. DESIGN PRESSURE RATING SEE SHEET 19 FOR MAX SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 & A WORKING IN UNISON --- 1/4"o TAPCON OR TAPCON WITH ADVANCED 4"x8"(Min.) EXISTING EO ---EO I.IIN� -y —1-2- THREADFORM TECHNOLOGY 1Y00D BEAM REQUIRED. EDGE(IF APPLICABLE) / - I VI/ 7 I/2"Min.PENETRATION STRUCTURAL ADEQUACY i OF THREADED AREA TO 1/4"0-20x3/4"S.S. 1" OF IXISDNG WOOD BEAIA 1 EXISTING WOOD HEADER. PHILLIPS TRUSS HEAD TO BE CERTIFIED BY M;n.� MACHINE SCREWS REGISTERED ENGINEER OR �, ___.+ EXISTING WOOD (SEE SCHEDULE ON SHEET 15) I W/ 1/4"-20 NUTS ARCHITECT PRIOR TO EO--T—EO - __._� TRUSSES OR 1 9 rEQ 0 0 12.O.C. SHLTTER INSTALLATION. }�S1/2 —"` 1/2" D.C.AREQUIRED 1 OR 1S 1/4"0 TAPCON OR T� TAPCON WITH ADVANCED r EXISTING SOFFIT .257" THREADFORM TECHNOLOGY ' 3/4"Max.TRK. i Maz. W/ 1 1/2"Min. PENETRATION • ? 1 )+{ I OF THREADED AREA TO ED EQ #14x3/4" EO Q- 1'z4•x1/8"CONT.ALUM.TUBE ' `OPTIONAL EXISTING WOOD HEADER. S.M.S. (6063-T6 ALLOY) Y!/ (SEE SCHEDULE ON SHEET 15) ®6'O.C. I O O (3)5/16"0 LAG SCREWS TO �`' ,",`•�1 v"'I'", I 1 or 13 Of 1$ I 11 Or 13 or 15 EACH RAFTER OR TRUSS. il''ar I LOCATE HAG SCREWS AT i XI MIDWIDTH OF EXISTING WOOD EXISTING LAIN 2"x4" EXISTING 1 I MEMBER.(2"Min. NOMINAL HEADER READ OPEN HOLE AT EACH GLASS LAIN. SEPARATION TO GLASS VlIDTM)v!/2"Min. 0 I EXISTING I' I STUD TO ACCEPT �. PENETRATION OF THREADED E (SEE SCHEDULE ON SHEET 11) I GLASS a 5/16"m LAG SCREW AREA VAUD FOR 1 AT CENTER OF TUBE. I I INSTAL-_TIONS WITH 72psI ITo aJSa(SD; ( I I in EXISTING M.N.SFDAWnRI I I I n 9'-0 MAX."MAX. SPAN.STH THIS ANG HV WALL HEADER INSTALLATION SOI�JIE ON SIM GLASS—; tD[us(gE INSTAL-ATION IS ONLY VALID II FOR anD[QAM • SQFMI!•E O1�T I I N 19 FOR FOR WOOD W NIH. SPECIFlC O!SKEET 19 FOR O OR -i 11 FOR BIAX 0*0 GRAVITY OF 050 AS DOUGLAS OAOLs�k� I Bv6� I �♦ FIR OP.SOUTHERN PINE No.1, I-SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY '\. ® it 1 OR 1 OR EQUAL. 2-MOUNTING SECTIONS Y I BE COMBINED ANT •HV CEILING CEILING INSTALLATION IN Y WAY TO SUR ANY NSTPLlATION. `� IAN. I I al( (SEE I 1 MIN. SEPARATION TO GLASS I I I SEPIAARAT10N (SEE SCHEDULE ON SHEEP 71)-- 1I I EXISTING 1 IQ�9 IDE19 FORI I I _1 ro cLAss I I EXISTING I'lll GLASS• Bvd6 CL,k�1 I(SEE SCHEDULE I 1 Gwss� i t 1 I ION SHEET n) I I I, I ALTERNATE I 1 ANCHOR I I I 8 I I I I \ I FINLIs.WA'L-7 I I LOCATION 3/e-MIN. EXCITING--I 1 I 1/4" #10x ER HEX 3/8'MIN' �-YlASHER HEAD TEK � I I I DECK REQUIRED 13 OR 2'x6" !IN. WOOD SCREWS® 12"o c (NO FINISH w� _- ALLOVlED DECK RE UIRED (NO _ — ) o 1 FINIS ALLOWED) _ — _E E o 19 -EO E ED OF DECK I •�2• ._---- _— EDGE OF DECK • Q IF AP ICA13LE �__k---F-n— _ _ ECK IF IF APPLICABLE _ APPUCABLE � \_ 1/4'0-20x3/4•B.S. -�- ' 1/4"0 TAPCON OR 1" PHILLIPS TRUSS HEAD 2"..lAIP}- —__ --- _ Lon. 1 4"m TAPCON OR TAPCON WITH ADVANCED TAPCON WITH ADVANCED MACHINE SCREWS 2"x4"CONT. \'\ THREADFORM TECHNOLOGY Y/ 1 x'-20 NUTS ��— / 2"IAIN.--' SILL PLATE / / 1/4"o TAPCON OR CON WITH ADVANCED THREADFORI-' THREADFORIA TECHNOLOGY W/ 1 1/2"Min. lY/ 1 1/2"Min. PENETRATION ® 12"O.C. 2"MIN_ PENETRATION OF THREADED REO'0. OF THREADED AREA TO TECHNOLOGY Y!/ 1 2"Alin.PENETRAT•ON OF THREADED AREA TO EXISTING WOOD HEADER. (SEE `-EXISTING WODD HEADER. AREA TO EXISTING V100 DER. (SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) B♦ SEE LIMIT T 15 OF USE FOR �) V STAL X�NV WALK—OVER INSTALLATION C HV WALL SILL INSTALLATION EFs,18 `i 1� FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone +++t�r ••••••C••."'�T�°m 02017 71LTECo,INC. ©2017 EASTERN METAL SUPPLY, INC. e BERTHA HVTM I 7TOMc7o N A■S■S.A■ Accordion Shutter System $ : KV. BLADE#1 W/OR W/o H.V.WINDOW BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter syStBFT1S EV.N usmpnw DATE DRAWN BY: L.C. ��`•.•////�' C�•� 6355 N.W.369,.St..Ste.305,VIRGINIA GARDETS•FLORIDA 3316f Association, Inc. I OLD 15-085 7/27/1 DATE: 07/27/17 " Phone:(305)871-1530.Fox:(305)871-1531 4268 Westro CS Drive 2 DRAWING No 19, "'••••--•••'�� LL` e-moa: 0006®ool.eom West PDIrn Beoch, FL 33407 3 17-107 QNAI E�y�j EB-0D06719 _ WALTER A TILLT Jr.P.E. a P.E. SEAL/SIGNATURE/DATE FLORIDA Le.Q 44167 6 SHEET 6 17 OF 20 END INSTALLATIONS HV BLADE OR WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS reIN.WOOD STUDS REO•D. 2'.i NTN.WOOD 2'.4'MN. STUDS REO'O. .00D STUDS. 411' I/"TAPCON 1 2'x4'NIH. (A9 MPII^✓.BLE) ANCNOR O 6'O.C. / W000 SKIDS. 14/1 1/2"uw. J­v / (As A,UCARLE) PENETRATON INTO `STUDS OR W/UIN.1/1PeRIMIK)N /ACXSTV:G GII55 PLYY:OODE NO1STUDS DIST. I� —EXISTING GLASS 1� Ir-•EXIS71NG GIA55WL SPARATON ✓ U! PLYWOODTO a—(SEE -1/2'xw.GOX m CLASS(SDE NJ1 SERAWITDINSCNEDUON SNEET vL,000. SOEDOE O2 SNFET TO olASs(SFE I/2•.11.II TOR ED/DEm 1/16•.3•NA%. . ,, 1 FOR HIDE(EA'U GD EDU E ON 9fEf Fl-00D.O(SNEET 19 FOR (6063-Tfi)CONT. Fln191 L'/2'uw.CD% Oi 9EEf 19 TOR I FOR BADE 0.0 11 FOR lX/(EmRI UIF.CLDSFR PLYA'000. 9I➢6 m&Q) WAIL OR SIEET 19 FOR OF SLEET 19 FOR IN. PGIE(LDGTE 1/2' NNSM M���® RADES(1)A®AT E1MER SIDE WINOFOI6 AFPYVDlE1Al 016 D.C.o.c, ftDa/2'S.Ns� AunNUY ttIP Av,Ii016 O.C. )51WtI/ R^COVS i0i OR®' SEE DETAFL%FoRy�,� F. SIDEMNNECTISEE DTA'L%FOR ✓OR'C4* TO TRICKS s' SEE DETAIL% 6, SIDE CO!rvcC110N l� a3aT•�-iB IO•�N�a SO[MONNECRL•O�N 1O.3-GO-60aVp,.y - lo�®-£�i-Q3-�1.. - 3'-©•07-60-:v•t3- Ca•IL'-fli•�3-�.ES- .-, .-, (D-07 fl-T 70 - -fl•.fl.�.®. T.(�-C7-0&-07-@- T:07 fl,.v.p.�q. a• fl-6.0O L6- �.�..3•�6.J.�.a T•.n7.'�-T.Q'Q4- 60•z-O,•O-�.�, ,Ls.�-Q.tga:e,.fl- T•�afl,0-�,® C C e �-C f ENO CONNECTION DETAIL O6•�a�•Oa •O, END CONNECTION DETAIL 0 END CONNECTION DETAIL END CONNECTION DETAIL'S' EXISTNG -REQUIRED ONLY FOR SPANS CRGTEA TVw 12'-0' GIASS 2'N'NTN.W00 STUDS REO'0 —,/•P TA^CIXJ lNbf045 1/{'P Tw�CON AIiONOR /10.1/2"SIA.S. w/1 I/2'NAIL1/x'NTN. Ola nC. EXhTWC DLASS� pENERUTDY O 12'O.C. PENETMTION O 12'O.C. Kfl.S�iPATR! I \ To cAs(sFE ♦ SEE LIMITATIONS OF USE FOR lex w 1/2".11. ONEOU�v�aT5 � �' BLADE(90N SHEET ig SCHEDULE n F�fivaEl S9 Io \cLAsS(.EI� i 1�f'r ^� RBID�QIx y Y , _z:::___ ----- (N S1EET 19 FOR 1/2-A!N._ -_I /� e A7¢0)d _ T / {I` D/ ------ --- �1:24o JOR '� 1 OR�� VJ - / \\•//2 - .Ntv\/ T1 OR LAS 4 4 R ` 'G 6 OR�CRG03 G'u Q`-T:•1U:C7 \•`WALL RNISN 2.4'NTN.w000� wul .\\-x•07.60-ta.L' I�JeR 31cRGcv 1t"$ VIEW Y _IIO'•R.i-©'v.3©'�- STUDS REO'D. NN SN —Z9'L3'-'�Y• w��•1�Sa PLAN T•C.31)7 q, Q•OO flaO.p.�a G.�-A�•(3.a�9.�• O'�-Qe�-E L� DETAIL X END CONNECTION DETAIL 01 END CONNECTION DETAIL 1 °`""ate. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ,/11 ........... � 02017 TILTECO,INC. ©2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM L ECO .N a. A■S■S■A■ Accordion Shutter System H V. BLADE#1 W/OR W/O H.V.WINDOW BLADE TILLIT7 TESTING & ENGINEERING COMPANY American Shutter $y stems EU.No DESCRIPTION GATE DRA14N BY: L.C. ?�'•, 5F Association, Inc. I OLD 15-085 7/27/1 DATE: 07/27/17 , 6355 N.W.36:N.SL,St,305.MRGIMA GARDENS,FLORIDA 331E �r O� Prtone:(305)871-1530,rD.:(305)871-1531 4268 tVestroads l3Pive 2 DRAWING No ap{ (�'F RIDi a� ,/ email:tiIIDOD000%cam West Palm Beach, FL 33407 3 (] ````(r�N� EB-0006719 17-107 /OVAL `vv, WALTER A.00617 Jr.P.E. 4 SHEET FLORIDA Lie./44167 5 P.E. SEAL/SIGNATURE/DATE 6 18 OF 20 • GENERAL LIMMATIONS AND CONDITIONS OF USE FOR BERTHA [114V BLADE ACCOR M 0 T 1N2%gVLUj5 A G -7 7 1.VAX.A.S.D.DESIGN PRESSURE RATING:+110. - 110p..f. Z MM.SHUTTER SPAN:96" 3.ALLOWED MOUNTINGS:A.D.G&R ON SHEETS 6,7:AS WELL AS MOUNTINGS M.0,T.U&W ON SHEETS 16&17. ONLY CENTERMA W1 ja OR(5)ARE ALLOWED A C4!�.R`2 AtR ED IN ATE=A?00TN OPPOSING LAYOUT.IN CASE OFVTHOQING 0 JTJ 6, , MUST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF Opp 106.@— CLRMA E. TYP.EA.END@ ss S.(A)HV WINDOW BLADE SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS 0 0 0 0 0 (3-0 HOLES)FOR(9 PER BLADE AT SPACINGS SHOWN ON SHEET 4. NO�.WS . (B)MIN CLEARANCE FROM TOP OR BOTTOM EDGE OF HV WINDOW 13LADE - r''� IT ALLOWED AT .. OF ANY HOLE FOR�4)SHALL BE 12". WINDOW BLADE (C)FIRST OR BLADE BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE (0)NV WINDOW BLADE @ MUST BE USED ALTERNATE TO A SOLID HV BLADEQ x s THROUGHOUT SHUTTER'S WIDTH. (E)CEnFRMA SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID KV BLADE: AT XCR SIDE OF THEM, SEE END (F)POLYCARBONATE W WINDOW @ SHALL BE INSTALLED SO TH4 TABS FACE CONNECTION The INTERIOR OF THE OPINING BEING PROTECTED.HV WINDOW MUST BE DETAILS ON SHEETS Ne 0 0" 0 ONLY INSTALLED AND LOCKED USING A W SETTING TOOL PROVIDED BY ASSA. 10& Is TYP.___/ INC. FULL HEIGHT. 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME �Oip C4 U 8 LONGS ON SHEET 15.AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES TYP 2 I &2 ABOVE). 1.SEE.R SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12& 13 AS LIMITED BY ift SPAN AND DESIGN LOAD(SEE NOTES I&2 ABOVE). I L li- I I I I it 1 11 1 L1 8.MINIMUM SEPARATION TO GLASS SCHEDULE, PER ASTM E-1996: (SEE PLAN FOR RED IREMENTS) (9�3TYP TOP&SOTTOIJU L(1:�-9 0,1 �7_ T �> WIND ZONE MINIMUM SEPARATION TO GLASS NUMITED VADTH— EE 11 FOMIN.SEPARATION TO GLASS I THRU 3 1. 1 EXISTING CLASS ELEVATION SOV Tte5 SHEET FIR BLADESR��111 a) 4 6.25- ----------- ....JNG CEIMRIMATES ih2'7,W1&MEXTERIOR ONLY) Q W 12722 I TYP, SYM RMATES(23 C22. %"/a {SE NOTE 4 ABOVE) TYPICAL in HY BLADE WORKING IN UNISON WITH HY WINDOW BLADE C1 A' SHUTTER* FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, ........ Q2017 TILTECO,INC. 2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM i��oimc Accordion Shutter System A.S.S.A. FIV. MADE#1 W/OR W/O H.V. WINDOW MADE TIL LIT TESTING & ENGINEERING COMPANY American Shutter Systems 4EV.No DESCRIPTION DATE DRAWN C.L. 6355 N.W.46tR St.Ste.205.VI.-GkRID.S,10PIDA 37 HiAssociation, Inc. I OLD 15-085 1787/E DATE.: 07/27/17 P­v (305)871-1530.fax:(305)871-1531 4268 Westroods Drive 2 —DRAWING No —0:(It-0-11— West Palm Beach, FL 33407 3 " C tvALTER 11LLfT Jr.P.C. FLORIDA UC.1 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE19 OF 20_ F "-61.1 1/2-.0.035'THICK MIn. VARIES INSTALLATIONS W/ HV BLADE & HV CENTERMATES (4 --j.2.000' M., .I..ASTIA A-65.3 GRADE 4" 2'M".. r— METAL0-60 GALV STEEL I U-CIAL STUDS AT IS_EO C. 'C 1, INTO METAL STUD WALLS 0- I ____ 6"o.c. 40 --@ a "I ------ 2" 47 1/470 NOMINAL Ui 38 GENERAL LIMI IONS AND CONDITIONS OF USE ALUMINUM SLEEVE FOR BERTHA 0131210N SHUTTER 6063-T5 ALLOY 43c 430) - g LI 3/4*x 6 1/4'x 0.035'THICK Min. Do W INSTALLATION TO METAL STUD WALLS CONT.cA`V_STEEL TRACK C� E.�L.ji 11,6-D.C. SYSTEM MI._Ofl 0 6*D.C.1� ASTM A 653 GRADE . 6 SEPARATION TO GLASS SCHEDULE GALVANIZED FASTENED TO STUDS i N/(2)#6,1TER SCREWS ON I EXISTING FINISH j 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, 75 (psf) Mo.. INTERIOR III EXTERIOR ME AS APPLICABLE 2. MAX. SHUTTER SPAN: 84" WIND MINIMUM ZONE @�LENGTH + I,!J ASTM E-1996 MIN.SEPARATION 3. ALLOWED MOUNTING:8 ON THIS SHEET. TO GLASS EXISTING GLASS--1IT GLASSI — (SEESCHEDULE) (43o 114"0-20W BOLT 4. ONLY ENTERMATE 2 W1 24 HV LOCK ARE ALLOWED I THRU 3 V, WITH1 ARRA ETRICAL LAYOUT, MUST PENETRATE e 1 ITI 24 ARRANGED A �91 USE 0 (2)n35 (6" LONG, MINIMUM) MUST ALWAYS 13E 4 373* 0 3/4"x 6 1/4-x 0.035-THICK Mi-I EXISTING FINISH INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF 'n `AS APPLICABLE CENTERMATE. GALV.STEEL TRACK CHANNEL, -653 GRADE Min. G!N _D-r ;1 ASTM A -0 1 60 1 IZED FASTENED TO STUDS (2)#6.1/2'TEK SCREWS ON i 43c 430 INTERIOR&EXTERIOR FACE 6'O.C. 6 O.C. In L Ci 1/4"0-20 THREADS SLACK DETAIL HVF IS ALSO VALID FOR 1/4-0 E CONSTRUCTION _'ji q 1/2" 12 38 CENTERMATE WITH BLADE(j) PRODUCTS FAB-1-OK HD 43b ,6-x 1 1/2-*0.035-THICK Min.ASTM A-653 GRADE 40 L 0 6" D.C. COMPONENTS Min.G-60 GALA STEEL I METAL STUDS AT 16'D.C. M I I WALL HEADER/SILL INSTALLATION -EXISTING FINISH AS APPLICABLE SCALE, 3/8"= I" (TIP.TOP&BOTTOM) -7 CONT.GALV,STEEL TRACK CHANNEL, _L - -- I--_'I I LEXISTINP GLASS 1 3/4'x 6 1/4-x 0.035*THICK Min. i ASTIA A-653 G6x1/2RADETEK SCREWS ONO./GALVANIZED STU 4Jq 43b *4Jc MIN. SEPARATION VARIES TERDR&EXTERIOR FACE Max. CENTERMATES T"CENTERMATES W/'-, TO GLASS Z_ (SEE SCHEDULE) .EXTERIOR ACCESS V J E SIDE. INTERIOR ACCESS SIDE - ------ ----- -----------------------------I Tr-------- --------------------------- ----------------------T r--- --------------- (6"Min.) IN --- ------------------------------ ------------------ -------___-=- ---------------- -f —c-A----------- --------- 1@2 -_ 2 ------- ----------- ----------------- g ---------------------------- --------7 -----------................ --------------------------- ........ . ------- y ---- -------—------Ak-- ------ ----—--------- ------------------- ----------------------- --- ---—-—--------- ------------ --------------------- ---------- -------- -------------- I-------------- '{2)42 1A 21 21 x�c�; 21 LOCATED AT \ V HEADE ILL EN -------------- -24 RI @ VIEW Y t� S --------- ----- LDS D4 (6"Min.) SIDE CONNECTION TO TRACK Ii:K3 1/4' (Typ.)—, 7" —6 1/2'MAX.SLACK (Cont.) 1/2' (Typ.) BLADE SLACK DETAIL HVE fjVQ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, i02017 nLTECO.INC. CC)2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System IILIEC87.. A.S.S.A. RV. RADE#1 W/OR W/O FLV.VANDON RADE TfLLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY: L.C. 07 6355&M 36th.St.,St".305L MRC!NA GARDENS,RORMA 3310 Association, Inc. I OLD 15-085 7/27/1DATE. 07/27/17 QTATr IP In,-A ph.. (305)871-1530-F..:(305)871-1531 4268 Westroods Drive 2 West Palm Beach, FL 33407 —3 —DRAWING No E-0006719 4 17-107 'ALTER A. TILUT J`P.E. FLORIDA Uc.8 44767 5 SHEET P.C. 'DATE —6 20 OF 20 S� �L A �E�