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HomeMy WebLinkAboutProduct approvals 1/13/2020 Florida Building Code Online BCIS Home Log in' User Registration Hot Topics i Submit Surcharge Stats&Facts i Publications i Contact Us BCIS Site Map j Links Search b G ` rProduct Approval 3P USER:Public User Product Approval Menu>Product or Apylication Search>Application List>Application Detail a FL# FL389-119 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@easternmetaI.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 the Walter A..Tillit,Jr. P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 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 I 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 I https://floridabuilding.org/pr/pr_app_dtliIaspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UC8%3d 1/3 I 1/13/2020 Florida Building Code Online Sections from the Code I I 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 Summer of Products FL# Model, Number or Name j Description 389.1 Bertha HV Accordion Shutter- Blade I Extruded aluminum interlocking blades retained by tracks(top 3- (Non-HVHZ)- Drwg 17-108 and bottom)for storm protection LimitsW-Use- -_- - _ _ _' -- -_ Installation-Instructions - - -- — Approved for use in HVHZ: No FL389 R9 II AMERICAN SHUTTER SYSTEMS DRAWIING 17- Approved for use outside HVHZ:Yes j 108 BERTHA HV ACCORDION SHUTTER SYSTEM.PDFI 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 17- HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 108 PRODUCT EVALUATION REPORT.PDF blade w/o window blade and 8'-11"for 62 psf, 9'-11"for 55 psf ':. Created by Independent Third Party: Yes 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 1 Extruded aluminum interlocking blades retained by tracks(top Only- (Non-HVHZ)-Drwg 17-107 and bottom)for storm protection ...._....__... -.._._. -_............ -._..; j 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 p.s.f j Created by Independent Third Party: Yes I negative ASD load depending on centermates and locking rod Evaluation Reports configuration for the HVI blade, 8'-0"for+64,-72 p.s.f.A.S.D. FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC.,, load for HV blade for Keystone mountings 7'-0"p.s.f. for metals INC. DRAWING 17-107 PRODUCT OF EVALUATION stud mountings and 8'-0"for 110 p.s.f. for HV1A working in REPORT.PDF unison. See sheets 7, 11 and 20 respectively of installation Created by Independent Third Party: Yes drawings for other spans and pressures. 389.3 ~Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks(top — COMBO- (Non-HVHZ)- Drwg 17-106 and bottom)for storm protection -_ Limits of Use 'Installation Instructions Approved for use in HVHZ: No FL389 R9 II 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. 1 Other: Large missile. Max. 16'-0"span at 30 p.s.f ASD load for 1 Created by Independent Third Party: Yes Blade 1 and 18'-0"for Blade 2. See schedules on sheet 12, 25 Evaluation Reports j and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC., INC. DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF l -- Created by Independent Third Party: Yes Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 I The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: M MAEd I i i https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UC8%3d 2/3 1/13/2020 Florida Building Code Online Credit Card Safe i i I https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UC8%3d 3/3 '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 IBE INSTALLED Al'lJIGH VELOCITY HURRICANE ZONES. BESIGN WIND INSTALLED WTHSASDHR CRONALRY FACTOR Ktl L BE DETERMINED AS 0.85ECSIING ASCE 7620 OF T130 RBOVE AND SHALLnNOT EXCEED THE MAXIMUM (A.S.O.)ONED CODE,FOR A BASIC WIND EDESGNOPIRED BY RESSURETHE RATINGSyINDICATEDCTION HERE SHUTTER WILL TABLE OF CONTENTS ON SHEETS 11 THRU 15. 19&20. II 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 1: HV BLADES n & QA7 By MULTIPLYING THEM BY 0.6 IN ORDER70 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 h INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS HOL 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 ATL REPORTS: I jI TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE& ""''Dow DETAIL —HV BLADED 00214.01-03, Q0715.01-03,$1004.01-05,'4i2'14.01-05. 00317.02-06, #0609.01-10 AND#0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-11386 AREA 2• HV BLADE ,AND HV WINDOW BLADE �A AND E-1996 STANDARDS (MISSILE LEVEL D.WIND ZONES 1,',2s&3)&P1220.01-10 AS PER TAS 201, 203&203 PROTOCOLS LARGE MISSILE. (WHERE APPLICABLE —HV WINDOW BLADE IfjA #0505.01-08 AS PER ASTM E-1BE16 AND E-1996(MISSILE LEVEL D,WIND ZONES 1, 2, 3) BASIC PROTECTION ONLY AND P 0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 II INSTALLATION DETAILS A—F, CONCRETE/BLOCK SHEET 6 2. HV BLADE(! AND HV WINDOW BLADE (9 ARE ENGINEERED T0'IWORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G—M, CONCRETE/BLCCK SHEET 7 3. BERTHA H.V.ACCORDION PINS (HV'SCREWS), USED AT BLADES;KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE#14.2.75"AND 014.1.75"RESPECTIVELY, 410—HT MINIMUM SERIES CENTERlJATE DETAILS HV HEET 8 STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AN6i180 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 j7s ITEMS ASSOCIATION.PINS MUST BEAR THE HI MARKING ON THEIR HEAD. ' END 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—T5 ALLOY. ' 11 ANCHOR SCHEDULE— CONCRETE & BLOCK SHEET 12 5:ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERI&'OR CORROSION RESISTA14T 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. I r ANCHOR SCHEDULE— CONCRETE & BLOCK SHEEP 14 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AST 304 OR 1316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE— WOOD SHEET 15 I )! 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE ID: 12,13,14.15 AND 20 INSTALLATION DETAILS M—R, WOOD SHEET 16 HV BLADE Q&© WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S—X, WOOD SHEET 17 +! END CONNECTION DETAILS 7-12 & X, WOOD SHEET 18 B. THIS BERTHA H.V.ACCORDION SHATTER SYSTEM BEARS A U.S. PATENT 06'779,582. COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT#5'458,179 ISSUED TO EASTERN METAL SUPPLY, INC. ti AREA 3: HV WINDOW BLADE 1A ONLY 9. IT 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 FASTENIN�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 PUCE'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 HV AND HD LOCKS. ':;; AREA 4• HV WINDOW BLADE(1)ONLY 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER N ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. OIJE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING. LABELING70 COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 12. BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALI:COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. .I 13. (a)THIS P.E.D. PREPARED 6Y THIS ENGINEER IS GENERIC AND 4POES 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 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 FOR THE PROPER USE OF THE P.E.D. ENGINEER!,OFi 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 SIONATIIRE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. - - I zeozj°FAJ�" FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' 02017 EASTERN METAL SUPPLY, INC. t 02017 TILTECO.INC. BERTHA HVTM S SAccordion Shutter System c H.v. B-ADE #1 w/OR w/o Tiv. Wirmow 9AOE American Shutter Systems R TILLIT TESTING & ENGINEERING COMPANY Y AY,N DESCRIPTION DATE DRAWN BY: LC. Association, Inc. 1 OLD 15-085 7/z7/T DATE: 07/27/17 ( ,\ Y.55 ILL'!.J6ih.St.,Sle.706,11RCINIA Wfi0'1�5,FI.GRUs J31A Ff,one (305)871-163G Pov (3O5)871-1531 4268 westroads Drive 2 DRAWING No Ft 11) +,Tr`?L75` s-,noa: NNeceaookco� West Palm Beach, FL 33407 a Al EB-0006719 1 /—1 07 FYI ..,,tt�iVf T.fi 'mot ,1' WALTER A TILLIT Jr.P.E. 4 P.E. SEAL/S164, 6RE/DATE FLORIDA Lip.�44t67 6 SHEET 6 1 OF 20 I 3--'CR-NIXN EU E 01A VARIES 1.491" 19 1 a" 1 1.200* -0 T —M��J V HV S LID BLAIA "C3)HV UNIVERSAL FLOATER )HV 90-/180' ST TER C VERED UNDER US P # �5458179 QUALIFIED FOR U L! LIFIED FOR 4 HV DIRECT MOUNT H V B LUA D 11 QUALIFIED USE W1 HV BLADE( 0 6005-75 ALLOY AND TEMPER QUALIFIED FOR USE W V - ALLOY AND TEMPER (i SLA 'SEE LIMITATIONS OF USE OF BLADE @ ON SHEET 19 1! 60 -90Y AiD TEMPER .373-" 6063-TO ALLOY AND TEMPER 3.226' 1.500, .11 O (TYP.) 670 2.670" 3.556" .670, 2.726 0 —------ 00 L L ........................ )HV ADJ. ADAPTER WAIP t12511H 1.375' I .920 - L2-2e _j QUALIFIED FOR USE W/ HV (i;HV WA�K—QVER RA f I BLADE: I, QUALIFIED FOR USE W H (ijHV TRENCH TRACK 3 75C)`•)HV IF 00 RA D TEMPER __j AN BLADE QUALIFIED FOR. USE W/ HV QUALIFIED FOR USE IN HV 6063-T6 ALLOY ER LADEC�!ONLY. 66 HV RAINGUARD AL TEMPER TEMPER VARIES AOF f I 6063-T6 ALLOY AND TEMPER. QUALIFIED FOR USE W/ HV 6063-T6 AL 1936" BLADE rri VARIES 1.935- 6063-T6 ALLOY ATTD TEMPER 1117- 7 .12 OW r _mQ_- 0 993, nI 1670 • -.Qqg: .060, '1 O�j lk,l 6 T I i �1.6a6�7_ 1 .6 C), L 1,520' 3.529" 21y. 1� HV CEILING HEADER HEADER/21ILL HD CEILING HE R S1 OOXLIFIFD FOR USE V11 HV BLADErl)ONLY, QUALIFIED FOR USE W1 HV BLADr(I)ONLY 6063-T6 ALLOS AND TEMPER' QUALIFIED FOR USE W/ HV GLAD I SEE SECTIONS FOR VALIDITY:', SEE SECTIONS FOR VALID! QUALIFIED FOR USE V11 HV 6063-T6 ALLOY AND TEMPER 11. 6063-TS ALLOY AND TEM BLADE IT ONLY. 6053-T6 ALLOY AND TP R x COMPONENT A 9 T I T2 j x Y I M4.x MR Y MN.I I 2' 2- 10.125' (D7 2- 5-MAX.: 1/6" I/a" a- 3. 1O.C90. 7 2' 5-%1AXJ 0.192-10.192- x -1 SIDE ANGLE a" 0.190" ,LG, CORNER POST FOR USE W 2.5" 7'MAX.'0.19 G QUALIFIED FOR USE W/ HV BLADE Ql� H V I LUM U BLADE,1 QUALIFIED FOR�LIG!511 P 2' 5"VAYJ 0.139" 10.131, 6063-T6 ALLOY AID TEMPER 63-T6 ALLOY At TEMPER 1)0, �3-76 ND TEMPER FLORIDA BUILDING (Non High COD Velocity HurricOne Zone', 02017 TILTECO.INC. Q2017 EASTERN MUA1.SUPPLY, INC. I< BERTHA HVTM %%, • Accordion Shutter System T-TE H.V. BLADE#1 W1 OR W10 H.V. WNDOW MADE iL q 6 A.S.S.A American Shutter Systems DATE DRAWN BY: L.C. TILLIT TESTING & ENGINEERING COMPANY 7 --:/27/17 Association, Inc. OLD 15-008"5 0 IAT�of 6355 4.17.36K St..St,_'05,%IRMNA GARDENS.FLCPI�3316C 4268 Westroods Drive _07 27/17 ITZ: 07 • iL Ph— (305)871-1530.F..: (305)871-1531 -DRAWING NO 33407 West Palm Beach, FL 17-107 It ........... —4 WAITER A TIL IT Jr.P.E. g�RdRE/DATC FLORIDA. 1.. 44167 SHEET 6 2 OF 20 4.576' '/4'-20 r-ME CAST .745" 2-293 _EJ14 ED 4'20 THREAD 1/'-20- THRLADED [-DIE CAST HOUSING Etl-'IIEL -J7 PAYED R..'E GR of ESS TURN S"S JD c. _A -i_L-i J L IR111 I IDER N &KEYS(J:'Nw� LATM) PVITED) (R) HV CENTERMATE HV FLOATING CENTE!MA OUALI IED �OR USE W1 HV BLADEtl ONLY i HV LOCK HV EGRESS LOCK 0 A&io) FOR USE W1 HV BLADE A ONLY QUALIFIED FOR USE W1 HIV QUALIFIED USE W/ HV 6063-T6 ALLOY AND TEMPU TA! BLADE C)& i'FA)ONLY BLADE 1)& �EX ONLY. 6063-TG ALLOY AND TEMPER HV CORNER CENTERMATE 6(f.4LIFIED FOR USE W/ HV BLADE1(1)ONLY 2.574" E063-T6 ALLOY AND TEMPER V PLASTIC HEAD MOLDED TO- SCRCN .: ml 4045" -.32 1 J 079" 1.753" A -up.z: L�360_AFTER RIVtTING .325" BEFORE QNIETING 114"0 20 x 3/4" S 1/4"0-20 RIVNUT* S. . THUMBSCREW J I SERIES 53 a4 FLUWNUIA(2024-T3 ALLOY)LARGE FWNGE T.M fl _11 A'�IEL C 5 SHEET FROM ELEVATfO CZ,,y T _pQ E.�IVICI C101 RUN N 1�J6 Ht "T" LOCK CENTERMATE "V A LOCK EENTE MAT HV 'IT' LOCK HV L" IV LOCK LOCKER FOR 'T" LOCK CE TERMATE OUALIFIEDE FOR SUSE W/ HV BLADE(�)ONLY (.29. HV FEMALE QUALIFIED USE 'N/ HV QUALIFIED FOR USE QUAUlFIlIl FOR, B_ QUALIFIED FOR USE W/ HV BLADE(�'�ONLY 60 3-T ALLOY AND TEPPER QUALIFIED FOR USE W1 HV SLAI)Efl,:ONLY BLADE�j ONLY. 6063-T W/HV BLADE-Cl ON LY. 6063-TB ALLOY AND TEMPER 6 ALLOY AND TEMPE)r' 1_917 1.9 17" .255"- F_ 3' i _ - i ___ 77rlgff 1.0 111Z 062' '3" CYLINDER ii7OR 063 52' KEY CrUNDER .545' 0.875"Mi.,.1 125'M-1. .405 HD CENTERMATE W/ LOCKING ROD QUALIFIED FOR USE W/ HV BLADE(.-)& QUALIFIED FOR USE W/ HV BLADE(j& ( l) HQ CENTERMATE W/ NO LACKING R 6063-T6 ALLOY AND TEMPER HD CENTERMATE'S INS�RT i� 6063-T6 ALLOY AND TEMPER _____XARIES M�lt. QUALIFIED FOR USE W/ HV BLADE(j)& Ip-­20 S.S.OR 3/8-016 1 1.130' 606 -TG ALLOY AND TEMPER AM.l.UNBSCAE,,S. I -THU 8_J m TURN CYLINDER OR KEY 15' CYLINDER 11,57 MiInj L G ROD Z�,LOC IN 134) HD LOCK 5% QU LIFTED FOR USE W/ Hl' BILADEi. 0_1 5063-T6 ALLOY AND EMPER 3/8" 6 AC L d7t HV 1/4" 0 20 AISI L304 BY RECENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK 6OLT 1 1 — Y5 3 %Z/8i�;—�6 AC�ET '%t!RIES S.S. THUMBSCREWS QUALIFIED FOR_USE-W/--HV--BLADF{�l)&,i�------ VI L 3`5)INS-A' ION V0 L . UIRE A 7/1 HOLE THUMBSCREWS, QUALIFIED FOR USE V11 HV BLADE Qj) (N Hurricane Zone: FOR PROPER EIJ8�DMENT OUALI IED FOR 1�1/11DE(D FLORIDA BUILDING CODE on High Velocity Huri TILTECO,INC. 9)2017 EASTERN METAL SUPPLY. INC. ....... �01 of Accordion Shutter System TT_c_o , -. \ A.S.S.A BERTHA HVTM 7 m E N RV. IKADE #1 W/OR W10 H.V. VANWN RADE TESTING American Shutter Systems REV.N.- DESCRIPTION A _PtALIN L.C. TILLIT & ENGINEERING COMPANY DATE 81. Association, In I OLD 15-CS5 07/25/17 DATE.- 07/27/17 WS.m9c.6355 N.W. St..st�. A 3-N,E C' STATE 426B Westroods Drive I DRAWING No West Polm Beach, FL 33407 3 fto 17-107 .......... r.'R.E. 4 k WALTER A.TILLU J FLORDA Lic. 44167 5 SI IEET P.E. 5 1 '%A�rk!�OATE 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR H V (D H V Q) 12'MIN. LLEAlikNCE .0625" -038 1 TO BLADE TIP EDCE HV BLADE 1 .1875' 74 1 ...... .0612. LIIERPrR 0625" .0625" HV WINDOW BLADE JA HV BLADE ----------- BLADE'S iB75, BUSHINGiI' C;525'4- ryp) 0.062�5_ f 11 ij(DOR 9 HV SHORT RECESSED HYLO14 BUSHING &39 403 HV LONG RECESSED NYLON KNUCKLE 40 HV NYLON HAT WASHER FLAT PORnom W -r,-o 3.,50- R (9 HV WHEEL CARRIAGE AISI 302-303 SERIES 0 �Iq • x 0.670"x3/16" THICK NYLON WHEEL. WE*T 43 'Fr- 2 7/8-MIN. HV WINDOW SEPARATION .3.00 0.188"0 AISI 302 SERIES S.S. RIVETS -4 03.7500* 0525 M �062 OPENINGS ON CENTERS��F­N HV 1 3/4" ACCORDION PIN W/ #8 HEAD EXTERIOR 5'3/4 .7boo" 7 HV 2 3/4" ACCORDION PIN W/ #B HEAD 7' POLYCARBONATE )MPAC-, RFsisrANT IN WINDOW TS HV WINDOW BLADE DE AND I A 309 _,B POLYCARBONATE HV WINDOW DETAIL (DOR g/--( or 0 (( SEE NOTE R R POLYCARBONATE IMPACT RESISTANT HV WINDOW (Do PO' A FS ROLON 3103 POLYCARBONATE E M I N'To I TO BLADE 53 U 11 T, BA yE IN -STABILIZED GRADE OR SABIC it PAIN.CLZ:AR,q E UV CE EXTERIOR BLADE KNUCKLE FOR _j INNOVATIVE PLASTIC LEYAN 103 RESIN REQUIREMENTS ATN F" ON SHEET 19). NOTE HV Pi� T6 (j)OR (D 0 (I) HV PIN (D SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/1. HV(D OR POLYCARBONATE SOURCES FOR 44EXTERIOR HV 3 BLADE. X�L.CASUE RESULT ( I�TIQAL SHUTTER SSEMBLY STANIP- .j HV PIN AT (2) HV PIN (g MAY BE USILD IN LIEU OF (D AND,ONLY AT (9 OR EqXTQRI R CKLE. \ EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W1 HV(D ¢0.324-- BLADE'S KNU* FOR �70 0752 0.043 ­z BLADE WHEN CORRESPONDING TO INSTALLATION "Ill eBsxeL ': 4f (SEE NOTE c;l IEET 7. REQUIREMENTS) TC11MILE VELD SPRa.*IH siv M a�a6­.". R%M S.__­Al IELD .S10 U1. 12.5CW P,..;. IJAW -L FLEXUPJ tKDU:US -.1.790 3-UX.o p­L ;S.S. WASHER (3) HV PIN (@ OR @ W1 1/2" O.D. 1/16" THICK SHALL BE USED FOR DIRECT MOUNT INSTAIA.ATION PLR DETAIL X, „Pnzoo Asr,`021. .9 17 SHEET (DO s110AE ClIS111 mi.0.13 47.2 7 61.5 n)A0 WHEEL CARRIAGE DETAIL ffij.EMBLY LAYOUT RA7 OF BUNN: A5.DS-15 C-1 Cuss C_;Coss SCUF�­D" �011;1 o.o,r S..-r .TAT.SQ : AS',A cIs, —LE sm� R ,`I,ERC n n I1 IPA- 3CP2 ez.o HV BLADE SOLID & I—A HV WINDOW BLADE DETAILS TE..E STRESS E�-CRE`.EATKRNG -11,A". 8461 .,1 eeao p."L FLORIDA BUILD] CODE(Non High Velocity Hurricane Zone' 02017 TILTECO.114C. 02017 EjSTERN METAL SUPPLY, INC. BERTHA HV TIA Accordion Shutter System 4 /T1 1.T� E C 0 ,,.. A,S,S.A. KV. BLADE#1 W/OR W/0 H.V. WINDOW B-ADE American Shutter Systems REV.pf� DESCRIPTION DATE DRAWN BY: La TILLIT TESTING & ENGINEERING COMPANY Association, Inc. OLD 1.5-085 DAM: 07/71/17 W.36. St..ste.-.05,IRG. M.'.C- s.R-M 3316c (305)871 ­­ ­ .; -15M.F.::(305)e.71-1531 4268 Westroods Drive 2 DRAWING CP P:Vft0. .c­ West Palm Beach, FL 33407 3 EB-000671- 11,T.II,P.E. A 1 -1 07 WALTE rl.oRi]`D)�'Lic. 44167 5 ��HZET P.E. SLAL/SIGNATURE/DATE 6 4 OF 20 i 1�3:rA.l�5s�3'"a`4,1°i - �23-�� �.•(L3.u ' *DOTES ON HV LOCKS AND CENTERMATES t r I+ s r D 1. MANDATORf CONDITION IT: ONE HV LOCK�4 or R5r SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY PAN OR 12" ABOVE OR IV2 OF SHUTTER SPAN FOR SPANS UP TO 105', AND FOR INSTALLATIONS AT ANY ,� jr ELEVATION. HV LOCK E22j or 75 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO fi l r rc r OR�Z I jr n CENTERMATES W/(2) 1/4"0-20 x 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. �� 11 css 2. O2i10N&CONDITION 01: IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS Z4 ,25 OR(?6 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES I2� ,,,,r OR Q�,SHALL BE AS INDICATED ON NOTE (1)ABOVE. ieyC777 LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. HI 3. OPTIONAL rONDIDQN 92 O(ALIO ONLY Ill a CONDITION 01 OR LIMITED MMDATORY CONDnTON 12 1$ L1SED W+r O H,V, LOCKS), LOCKING RODS 3 ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY 4;oR' SNRQ6;cnIc: J -r 241 w.25 BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS J� OR AN ALTERNATIVE DEVICE MAY ALSO BE USED.AT STACKING POSITION (NON HURRICANE POSITION). I i 4. MANDATORY CONDITION k2: ONE HV LOCK E F5 SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK 2r,'or 25 SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO 23 CORNER CENTERL(ATE W/(2) 1/4 0-20 x 1/2" LONG FLAT 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. Roc-Rvc. I MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. TT,nS-Sn 5 . MATES OR.9: ONE ALTERNATE HV LOCK MAY BE USED IN LIEU OF HV LOCK QH or 5 FOR ANY SPAN AND II�II�11 6Eo=SAY f j K�� INSTAT.IA NONS AT ANY FLEVAnON, AL ERNATE LOCK @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT ` Sx,«z OF 1/4'0-20x3/4' S.S. THUMBSCREW TO OR C,2 CENTERMATES SHALL BE MADE W/ 1/4"0-2Ox3/4"ALUM. —Royo-uyvo .off IAS SHOWN ON SECTION HVE, SHEET S. ONE LOCK SHALL BE USED AT i/2 OF SHUTTER SPAN OR TWO V7 : - LOCKS AT 1/3 OF SHUTTER SPAN, 6. MANDATORY CONOTnON C3 FOR KEYSTONE MOUNTING INALATIONS: ONE HV LOCK IZS or 25 or tO SWILL BE i , f USED AT 12 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABSTOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96",AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK f�,or 23 or @ MAY BE USED AS AN INSIDE OR _^ 1 OUTSIDE LOCK, ATTACHED TO @ or g SYMMETRICAL CENTERMATES W/ (2) 1/4"-20 z 1/2"LONG FLAT HEAD S.S. SEE END--�I I t,j,i M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS J5 W/3e CONNECTION _ OR 37.TOP AND BOTTOM IS COMPLETELY MANDATORY. UEInILs ODi I o r E R I x t1,! . 0 v w x SHr'.ETS 10 N i I 1P TYP, FULL I 11 �? - *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT. OF CORNER #I VAI ID ONLY FOR HV'T' L OCK 1. GFCOND ALTERNATE TO Id4ND TO CONDITION ri0 AND C NIERMATES N -.. __...._._.._.—...___�._ o•annlEe•x.R_.-____.._(._...___._._.--;—._ 1 A RY C NTERMAIE ONE ALTERNATE HV 'i"LOCK dd,,MAY BE INSTALLED IN LIEU OF HV LOCKS Q�OR I FOR ANY SPAN AND i`.7,iowt�=a 10)•(lv'.xl ca ,� IRSTALLA"ON AT ANY ELEVATION. ALTiERNATE LOCK n MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT _` \ OF LOCK 5Q INCLUDES USING REINFORCING LOCKER AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST Be 10!`f5; C17)>(13j4R t17•!`$1 oa CONNECTED TO CENTERMATES I AND�r W/ 1/4"0-20 x 1 1/2' LONG S.S. THREADED BOLT W/ 7/8"0 x 3/32' W114GNUT OR W/ 1/4"0-20x1" S.S.M.S. INTO A 1/4"0x 5/8"RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" sv•(7' •(1�ra�6 j'`,7` 1$j o MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS d' TOP AND OTOM IS MANDATORY. (a•(i a�.a L d�:aR!l y+`Nsj�!i2' A1 *NOTES ONW�HD LOCKS & CENTERMATES: _ ' 7� 1. HD LOCK i3S Y+ HD CENTERMATES�l oR_i3i W/ 33 ONE ALTERNATE HD LOCK t34 MAYBE USED IN LIEU OF TYPICAL r,�J HV BLADE SHUTTER -ELEVATION AS ANCANY NSIDE OR OUTSDE LOCK.PAN ATTACHMENT INSTALLATIONS NO LOCK T ANY ELEVATION.+34�TO('J3 IS W/ALTERNATE#8 x3/8" 1 S.S HD LOCK 'MS.,,AND BE BINC INCLUDES rL T.S. REINFORCEMENT INSERT 35+AS SHOWN ON SECTIONS HDB-HVB AND HDC-HVC,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS 3S IS COMPLETELY OPTIONAL. "°"e FLORIDA BUILDING CODE( on High Velocity urriccr:e one 02017 TILTECQ INC. 4C12017 EASTERN 61ERL SUPPLY, INC. 1 Lac r�s ..��' BERTHA HVTIA :' IL EC O 1N�. ■�■S.Q. Accordion Shutter System Ar/ H.V. BLADE#1 W/OR W/O H.V. VANOOW BLADE American Shutter Systems REtr." DESCRIPTION DATE DRAM BY: L.C. TILLIT TESTING & ENGINEERING COMPANY '• L CT q Association, Inc, I OLD 15-065 7/27/1; 1 0f/27/17 (a x ,•Jro. �l 6]55 lt.,'f.5611,.St.,Ile.]D5.\'li•.IRA CRRD�NS,FlCR4^A 3316 E Pncne:(305)871-1530.Fox:(305)871-1531 4258 Westronds Drive 2 DRAWING No { n• •AA,��'1{1• I e "aa:unecoeoo!.acm West Palm Beoch, FL 33407 3 NsSj^1P> L�•���`�1I11 riALTE ES-000671 Jr.P.E. 4 �7•—�07 ++ FLOROA.L:e.0 44167 5 SHEET P.E. �[-C7T,GIVi��URE/DATE 6 5 OF 20 I ,•-CONCP.ETc ANCHORS POURED CONCRETE POURED-- POURED (SEE SCHEDULE ON OR CONCRETE 6LOCK! CONCRETE-, PEQUIRED ! -1/4"0-20+3/4'S.S. CONCRETE REQUIRED � SHEET 13) _- ___,...,_�_ CONCRETE ANCHORS 1 MACHINE SCREWS - -- REQUIRE_'�._..;-..-_- \--�-'^- %� HECK T. ,(SEE SCHEDULE ON W/ 1/4"-20 CONCRETE ANCHORS I v 1 8 OR S�IA{CYSTO4E(5"_E 4^.JS1nKG®CH SHE1T T) F SHEET 13) NUTS 4 12"O.C. If (SEE SCHEDULE ON SHEET 13) i--'-'-j �OR�141114'0-2Oz3/4'S.S. .�- �/ I Vln.�i --EO�EO MACHINE SCREWS -E03--EQj i T�'J- - I / USING 1/4'-2C NUTS 1!-�—' - 19 / I I 1l2" 1 9 12"D.C. / E. D.* - I .250 MOK. -{?� .''1 13 OR 15 !`, t —13 OR E.O. 15 T'v_ �" 11 1 .250' . E. It D.• I I \ 1 I �.250"Ma.. r I I f E.C.• \ i i _ ;E.a.• r OPTIONAL OPTIONAL MN 50'A4An1J I�r! p j 3. � toaess(s2 "I, _ ` • `I I, i i O I MIN. SEPARATION TO GLASS tt FOR RlOE FIXI II 11 tOR 1 1 111'5I I,IJ' 1 ;ST Sr(SEE SCHEDULE ON SHEET 11)" EXISTING ON 9�1 19 flki I G1A55-� a7OLs Va© I; i MIIJ.SEPARATION TO GLASS _ -,I, r(SEE SCHEDULE ON SHEET 11) I I ry J EXISTING I I I I,!1' GLASS— I - 'C)HV WALL HEADER INSTALLATION C-CITIN. V WALL HEADER INSTALLA 10J HV WALL AD R IN L ON + EYST E IS No _ MIN.SEPARATION TO CLASS __Y I a ——(SEE SCHEDULE ON SHEET 11) i r�9 I •.1 _ -(f)OR 1�7 MIN. SEPARATION I I 1 EXISTING_ TO QASS(Si. 1 GlP�S 4 I Vicet OR WL'Fox, �µ{'I rl I': ~(SEE SCHEDULE ON SHEET�I I) III` I ir�II Fur>:5 Q'k cry EXISTING i i t OPTIONAL I P`WWW j W t GI P55- [ i i I E.D.• L D` ,f " MO.. 1 i-oanorlAL ,I ;I_I 13 on 15 E. 0.•," i i i t I E. i� i i i T/� .�� I flt� D I L - 19 1-E4EO-- _t/z � 13 cR 15` i `1" - 1 4"0-20 3 4"S.S. �� Min. ( L� / ,/ -EO E-� PHLLPS TRUSS HEAD I L 1/A"c 20a3/4"S.S. PW_LJPS - `.,` 11 L 1 7 OR 1$ 0 I NE SCREW S USING -� CONCRETE ANCHORS v I MACHINE v --- E SCHEDULE ON —TRUSS HEAD MACHINE SCRE&S -CONCRETE ANCHORS 1'_ 1/4"-20 NUTS 9 12"O.C. ---` (SE EDU W/ 1/4"-20 NUTS a 12"O.C. J HE ON S El,13) !tin POURED CONCRETE SHEET 13) POURED CONCRETE_ + i i .i OR CONCRETE ?LOCK OR CONCRETE BLOCK -"-"- ONC ^' REQUIRED WALL REQUIRED V WALL St INS AL T N (SEE SCHEDULE �F?HV WALL SILL INSTALLATION POURED CONCR SHEET 14) OR CONCRETE OCK WALL REQUIRE iE) HV WALL S L STALLAT N r,2G INSTALLATION DETAILS W/ ET 4 FOR TYPICAL SHUTTER + E.0. -EOGE,OISTANCE 1`SEE LIILIiATiONS OE 1JH V BLADE (SEE SPECIFICATIONS ON SHEET 13) 6 ET I SECTIONS CAN BE COISBINEDTO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone; 1' �Z •n „ C0�2017 EASTERN METAL SUPPLY, INC. 15 fl2017 71LTEC0.INC. BERTHA HVTM Accordion Shutter System L E C O i w c. A r S■S■A■ H.V. MAX #1 W/OR W/o H.V. WINDM BLADE m O°.• ? '1f" � ' American Shutter Systems REV.N DESCRIPTION DATE OrAtW:BY: LC. ILLIT'TESTING & ENGINEERING Q^ ' TGIER COMPANY O 4, <<` Association, Inc. I OLD 15-065 )7/27/1 DATE: 07/27/77 S 6]55 NtY,]5:q.SL,Stn.]OS,NRCIt•N G/SvOJ�s,ROR P RE.:(305)871-1530.Fox:(305)e71-1531 4258 Wesiroads Drive D DRAWING No r��y wCl L -.;I:tIt-OCO."M West Palm Beach, FL 33407 3 E9-0006719 4 1 7-107 .M^'•ar it Jl•''r 1VALTER P_TILLIT Jr.P.E. FLORDA U-,. 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 6 OF 20 CONCRETE ANCHOR CONCRETE EDG.��F 11 FOR s.w SLAB E.D' APPLICABLE STING SUL_EFUtl C POURED $ OR EXISTING REQUIRED (SEE SCHEDULE ON SHEET 13) 1 CU­(wc M 6LASS-,j ("(SEE SCGUIF ON ON X EXISTING 1 ANCIIA r GLASS- LOCATION HEX WASHER READ 1,1 09 13 OR 15 SC -0.1 3 TEK SCREWS 0 17 !IN EDGE OF 3/8; SLAB IF -CONCRETE ANCHORS APPLICASU 13) E6 (SEE SCHEDULE 014 SHEET ED C6 ECCE OF SLAB IF EXISTING EDSE C GLASS SLAB ClFr 1. 1 1/2 APFU ABLE APPUCASLE L.Sot, I POURED-APPUCABLE POI IREO LAT HEAD TO CASS(Sr- CONCRETE ANCHORS I r. / I CONCRETE ON Bfr; .1 / (SEE SCHEDULE ON SHEET I I,FOR POLORID— ------- REQUIRED REQUIRED FLAT READ CONCRETE ANCH OR CONCRETE ONG""0 R R4 E ORS REOUIR D D..• I).. (SEE SCHEDULE ON SHEET 14) (011 TRENCH INSTALLATION VALID ONLY FOR UP TO +70, -75 PSF A.S.D. (B BY FLO INSTALLATION f -Cl HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING & FOR SPANS PER )HV CEILING INSTALLATION SCHEDULE #3, SHEET 11 EXISTING CONCRETE ANCHORS o GI-S —(,g V.Kmut s------ (SEE SCHEDULE ON 1/4'0 OW BUUD(TAPC04 SHEET in 0 EXISTING TECKT4LCGY OR 114' pousps EXISTING EXISTirl -AFTENERS TAMPER-ANCHORS W/ G ra IF F GLAS 3/,; asamvv4T a r GLASS OC,FOR UP I V-I'SPAN r,0 f O.C.FOR Sr)ANS LARGER YP III I 1. ��O�IAPMLY AT p ,�- ' f/4- MAX. L (SIIE NOTE t CTI/,ag -E�IEET 11 FOR /8 #10'3/4 T.SF��kg WASHER HEAD f L CCN _TEK SCREWS 0 12"O.C. #14.3/4" HEX 1lj 1 1/41-20.3/4,SS"'S ID-0 'USING 1/4%­0 NUTS 014�S/4"SOS OR 1/4 0 2 a 9.O,C. (SEE SCHEDULE -4 Max. y. 0 12'O.C. W1 NUT I TEK SCREWS C CONCRETE ANCHORS I�-. ' - HEDULE 0. 6D•(2) T 0 9'O.C., SHEET NVU SMUCMRAL --WALL TRIM MECORAINE 14) E.D SILL) 1/2"! 2.00" • I EDGE OF ♦ 11.3/4 rji. s.o.s. % MIN. SLAB IF • 9-D.C. _.�POURED C 7/8- APPLICADLE ECuVIED 1 7/8 RET ANCHORS SEE NOTE 1 3(')CR' A" POURED ,ICRET )ULE 0-1 ON SHEET I N SHEET I OR CRETE BLOCK 1 14) > RM E� SHEET _56C.ED r r 0 N "LOC R UIRED I 40F NIE L io, OPTIONAL POURED REOUIRED M,KEYSTONE MOUNTING INSTALLATION L, ­4�A.S.D.DESIGN PRESSURE: 64­72 plf CONCRETE-' HV WALL FLOO IN T LLA ON HY WALL IVER INSTALLATION vAXIIAMA SHUTTER SPAN W-Cr D V'u�" 03 H AINQUARD INSTALLATION t NOTE, OF SECTIONS: THIS INSYALLATIO LL BEO PERFORLIE OPERABLE )(IT E.M- EDGE MSTAVCE ADJAC,N All F SEE NOTE FOR (SEE SPECIFICATIONS 014 SHEET 13) - 'I" SEE!r 17FT.QR"TfPfCAL SHUTTER OR ENTRANCE BLADE ON SHEET 19 INSTALLATION DETAILS WZ (3) HV BLADE ASSEMBLY z MOUNTING SECTIONS BE COMBINED I ­ "W ANY WAY--TO-SUIT-ANY INSTALLATICN. FLORIDA BUILDING CODE(Non High Velocity IlUrriCOne Zone, S2017 TILTECO.INC. Q2017 EASTERN METAL SUPPLY, INC. 13ERTMA HVTM Accordion Shutter System 71LIEC01111,11c. A.S.S.A. KV. RADE#1 W/OR W/O H.V.WINDOW MADE TIL IT TESTING & ENGINEERING COMPANY American Shutter Systems REV.He DESCRIPTION DATE DRAWN BY-. L.C. O ol, .355 L-.W.js�.S'..St..305.�n;_-VS.�OR�133ISC Association, Inc. I OLD 15-085 7/27/17 DATE, 07/27/17 ,ro N------iml__ < t-5)871-1520�F',:(305)871-1353 4268 Westroads Drive I DRAWING No Ole 3 t3t­ ­1 West Palm Beoch, FL 33407 17-1107 EB-0006719 4 ' WALTER A.TILLIT JJr,P.E. ET FLORIDA Uc.#44167 5 SHEET 7 OF 20 END WALL CON ECTIO A S QN SHEiTsO SEE NOTES ON LOCKING RODS 5.NV LOCKS 2O or`Y s INSTALLATIONS W/ 10 H V AND ALTERNATE KJ LOCK®ON SHEET 5. OUT 9C�+I IN EXISTING CLASS ** BLADE SLACK DETAIL HVF 15 VALID FOR AL BLADE W H V CENTERMATES CENTERMATES APPLICATION WITH BLADE QI ��®oa©.OA®wlo •13aA (2- (2 2 OR i2 10• 15 P^I© 13-IQ.©ca V '-EXISTING GLASS SEE END WALL CONNECTION DETAILS ON SHEET 10 & 1✓�', -0/ /" y^ 7/2" 7' J xz x1/a"ro'-2 ® ®qA 19• 3 oa 19• 3 14 S - (6063-T6 ALLOY)ALUM. j OPPOSING —� AIJGLE 11/(2) 1/!•6 TAFCON 1/z" ca©•® f SYMMETRYCAL I A ICHOns TO CONCRETE I - ; CENTERMATES (TOP/BOTTOM)k a70K3/4•S.M.S.G 12' T CENTERMATES idlW.SEPi-RATION (gry1D.1/2"s.M�. To TUBE+ ` W/ HVHV LOCK. 5 W/ HV LOCK 2�4 or (25� TO GLASS j i is O.C. FULL LENGHT. (SEE SCHEDULE AT EK.H ANGLE.(lYP) l J I / I * UN SHEET 11, 35 IN _471— 112- G _ I * �GF®4a©•Oaa®Ga;o .((�S G� `--��,,' 1....._ O \` ----f� Q' HVB ' OUT HVC �J -POURED CONCRETE OR EXISTING GLASS CONCRETE BLOCK':uLL -0O'O '©caO•O O c^ l 0'O5 O9 1©• 13 ca 1Q.©G°- - + REOIIyRED EXISTING-•.,�J•O� ®�®�O ca I \' `i% \J O ®� r •- -- _._ �._ __ _. - ... SYMMETRICAL * �'O GLAss I� •I I I N r 6 Ga MIN.EPARAIION $�•®°"®' t3« 19 ©5 �Ewsla+ { CENTERMATES _06 1 15-®w 1�•OB oA®.�7 oa 70 DIAss 5 -_ ---._J GLASS � W HV_LOCK r OPTIONAL (ONEcHEE?O lt) &t r I K Q'® * orl (INTERIOR) r ®•©ca 1 9 1 3 oa 1 9 I.JIIJ. sEPARAT10N1� a --- - _ TO GLASS (mac'` _ -_--.-- (SEE SCHEUULETIONA���I -O G8©•�- —� - - ---�- ON SHEET iLI \ (INTERIOR) I' _ _ _—___—____-..._ _—_—_—__ _ __—_—_—_ 4 O V T ^ - CONCRETE I �� ANCHORS & v\ � �-•`!Li(!�5: �- � 16' O.C. //--�� (//�"L i r^G III ---1----- _— ,� 3S 1�� `" 'J!- �+�31*./ - - (� 1, p VARIES I 1 <2�-. , 10 U T 6 1/2-MAX. SLACK 'EXTERIOR) ** OUT �.� �'`-- 5, HVE HVF _ _- ----- - -- - -- - ----H-V-D- /-- °s+°Jfaoa>ie r✓si"r� FLORIDA BUILDING CODE Nan High Velocity Hurricane Zone, `11.`T?.. `n iAl.• ✓�� 'A2017 nLTECA,INC. 02017 EASTERN METAL SUPPLY, INC. BERTHA HVTM LC O i N . H.v. MADE #) w/OR w/o H.V. vNoov eAOEAccordion Shutter System American Shutter Systems �XI"YUr� TILUT TESTING & ENGINEERING COMPANY - Y REV.R DescRlFnon DATE DRAvd1 er: L.C. 4 4 Association, Inc. 1 oL0 15-085 77/z7/1, Dare: m/z7/n '•• •Z t14 L'o :•-�4j a� 6355 N...36:A.St..St..305.MAGMA CAROJJ5•FLMOA 3316 • 'f• Fgma:(305)8i1-1530.Fax:(3G5 871-1531 426$ Westroads Drive x DRAWING No a-�Gec 000677ie1C0M West Polm Beach, FL 33407 3 17-107 1J1 I!TER A.TIWT Jr.P.E. srtFN4 FLORIDA Lic.0 44167 5 SHEET P.E. SEAL%SIGNATURE/DATE 6 $ OF 20 ALTERNATE INSTALLATION W HV "T" LOCK 0 HV MALE/FEMALE "T" LOCKS CENTERMATES _8 . Z9 & LOCKERS at W-/ n HV BLADE SEE END CONNECTION DETAILS ON SHEETS 10 It� 18 INSTALLATION C1i HV BLADE _ OUT v 1N �f.'RN L Ss 6uDE 10SSCK CETAII I-.IND:CA,EO ON IN-B, WJ HD CENTERMATES I i I.S WTLL AS UNIVERSAL FLOATING RIADE O DETA1L NCO-HVU, ®w©. 1D Ow)w • 5'. INOICAr LD ON THIS SHEET.MAY EE USED WITH THIS ALTERN'A I qIt!$iALUTDN DCl0.`.MVw SHOYrY IN THIS SHEET. SEE END WAL CONNECTION— I)�'©O1©•©p°Q,•,©°i DETAILS ON SHEETS 10 & 18 1 (fAR3-1R N.LOY)ALHY. ' 4 q'�A® 3S* C !!p- rl/(2)_1 4-e TNCOtI , AfrvORa�O L05fRLTE j (OPTIONAL) L54i1 (TpP/BOTou) I L _.__-._-_.._ __.----------------- --_--- ------'_____----_. T- --_ (4)I+C.IJ2-G.N.S.10 TVEC� /10.]/{•SH.S.a IT (3 uou Ll Ar w I ANOLL I— /f O I N (`) n-- I � 1 ° 'rc mAss O.C.FULL LCNGH7. 1t H.V, ---! IN (4)N.V.II.V. � N O'APAT4+: t I / 130 HV T" � PINS(Tw.) ;—� PINS(tYp,)A,' '� a n i J/{_ SS lCvn_L 5 I / 3 / LOCK (INSIDE) ........ • , I I. BUT *_i 33 `31 OR 32 36 31 oa 32 35 ��31 aR 32 Qom/ 1/4" 0-20 x 1 1/2" S.S.M.S. :J 1�- 35— (o=noNu) ' * SEE NOTE 6 rOR H`:LOCKO, W/ 7/8"0 x 3/32" WINGNUT. roP IDNAo HDB—HVB OUT HDC—HVC -r'LOCK,pN SHEET s. * SYMMETRICAL HD CENTERMATES (O HV "T" LOCK (OUTSIDE)--" 26 SYMMETRICAL HD CENTERMATES V// (3�' LOCK (EXT R OR W/ 3d? LOCK (INTERIOR) f SERIES 9444 ALUHIeNAI HVG* (2024-T3 R10Y)WiCE itA.NGf TIIN w®w©•OwOg1D•®w SHEET NU'SERT,PART f 0620. r5 VJJIU:ACTUREa 9Y"IDEI CHCAaY --10•©°'©'�°'�•�p4 TFMIORN,PARSIPPENY.NEVI JERSEY / ©'O ©�©•OO '®� 07054 OR EOUAL. --- (D *$EC NDrES Cv LD 1-RODS(k vfa IO:Ki ON-cm,5 •._O �J .-.v r-�J �� *7t IneKRSLL BOATING W-E(m t nXD 4 S V4L'C FOR Ail CCNTFLAAn'S IPPD'ArK:15 M1N FVLE(D HDD—HVD}* FLOATING STACK FLORIDA BUILDING CODE*n High Velocity Hurricane Zone' I',�Tom-I••"'" /j'a,. (D2017 EASTERN METAL SUPPLY, INC. } 41V���� ,-• �„ e'2017 TILT..CG,INC. �/ BERTHA HVT1., �•�`" /7mrkS Accordion Shutter System 7_E767. ■ ■ e ■ H.V. BLADE#1 W/OR W/O H.V. WINDOW BLADE 3 . / American Shutter Systems REV.N DESCRIPTION DATE DRAWN BY: L.C. �;'.• A %�/f `' TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-055 7/27/1 DATE. 07/27/17 /� •• opt {J�'S 6]55 II.JY.]61A.SI.,SI<.305.WRGINI4 WRDENS.FLORIOA]]Ib '' L Phan-:(3os)an-1s;D.ra::(3os)e71-1531 4268 Westroods Drive 2 DRAWING No .f/�YYpp�•"{"•-•`•r�'L itA' .- Il:Eu1—c-L.— West Polm Beach, FL 33407 s /'Y 4,lYh�1:Y� j411 E6-M06719 1 7-107 N • ���" ...... Yrr4 r{ WALTER A.TILI Jtr.P.E. ` FLORIDA L;c.y 44167 5 SHEET P.E. SEAL/SIGNATURE/GATE 6 9 OF 20 PO RED CONCRETE —POURED CONCREiE POURED CONCRETE OR WALL U ONCRETE 0 OR CONCRETE ........... OR C R NCRET BLOCK WALL.REQUIRED ............. ..... BLOCK WALL REQUIRED ONCRETE BLOCK WALL BLOCK VIALL REQUIRED REQUIRED —EXISTING GLASS —EXISTING CLASS EXISTING CLASS —2 MIN.— CONCRETE ANCHOR —EXISTING GL�SS 0 113,O.C. i , 1 M.N.SEPAPAIICH 2"MIN r TO CLAM(SEE M.�SEPARATION M.N.SEPARATION ON TOGLASS ED ED TO OWLS(SEE 11 FOR ELA--(DAND S`E-E- 1 1 1 To MASS(Sa SChFO1 LE ON 34�I 1,116'.3"MAX. ON SHEET 19-OR I I FOR SAD (D AN SC�I Qv(SHEET SCHED,I-E ON SHEET I I FCC 13LA-1-S(DN 0 (6063-TE) CONT. BLADES(j),�(D 11;ON S)(ELT 19 FOR SHEET 19 FOR 1 .0, L�F I"ON sll.m 19 FOR ALUM.CLOSER 51- (D&-& B;AnEs &(g) 2- (LOCATEAT BLArfs a)&,0 PLATE. (LOCATE EITHER SIDE5 OF& AT EITHER SIDE MIN'L- OFO Ir I 4,USE 1"OR 2" MAX. /2"MIN. I (AS APPUCABLQ.2%1/8'c0-2" I ow '.—i 1 0.1/2.S.M.S. ALUMINUM CUP ANGLE #I ox 1/2'FM Ic",D.C. -—-—-- (60s�-T6 ALLOY)AT MIDHEIGH 0 16 D.C. 1) FlOfl/2" S.M.S.TO(Da 021 t (2)1/4-C TAPCONS ANCHORS'TC��S TO A WALL AT I'D.C. (LC SEE DETAIL X FOR-' OR EITHER SIDE OF (D OR @91** SIDE CONNECTION C)OR 9(9�- SEE DETAIL X FOR (1)ORTO IRACKS SIDE \1 SEE DETAIL X FOR_! CONNECTION __4� SIDE CONNECTION 10 IRACKS 0-8 10 TO TRACKS -@-@- 7 END CONNECTION DETAI 3 END CONNECTIVQT"IE'AIL n4 D CONNECTION DET ILT END CONNECTION DETAIL n2 POURED CONCRETE OP. EXISTIN 4 REOUIRED ONLY FOR SPANS GREATER THAN 12*-0;] —EXISTING GLASS ONCRETE BLOCK WALL CLASS REQUIRED_ CO #10ii/2"S.KI:S- y MIN.SEPARA11CM 9 16"().r. TO CLM(SEE 11ITI.54wATIC4. '-(DOR(�)OR 101 OR SCHEDULE ON SHEET TO CLASS SEE - --------i� 11 FOR;&-ADEOAND CONCRETE M 1/2 IN, SCHEDULE CV(SHLET CV DEET ig For, ANCHOR 0 11 FOR ELAME iDAND @OP I R(90R(D BLADES &a. 12"D.C. ON SHEET 19 FOR A C ON C!RE1 E AN H., CLAzEs 0& COI`CRETE ------ OR A;4CHIOR 1"/2 -41N 4 016" 1/2-MIN, @ 1/2" OR(�)OR(BOR 71 MIN. Ed 2 2" VIEW BLADE IA ON SHEET 19 @.R@.R(qOR(0OR(:) j (1)OR PLAN DETAIL (D OR POURED CO E OR END INSTALLATION C:..Cp.rT CONCIR I LOCK WALL JHV BLADE OR hh HY WINDOW BLADE INTO @-(8),U7 CONCRETE OR CONCRETE BLOCK WALL. EA D CON-NECTION DETAIL tgb�=,NNEG ION DETAIL @ FLORIDA BUILD1111 CODE(Non High Veiocity Hurricane Zone', 0 2017 EASTERN METAL SUPPLY, INC. C2017 TILTECO.INC. BERTHA HVTM A.S.&A. Accordion Shutter System HLV. MADE #1 W/OR W/O RV. 1MNDDW MADE American Shutter Systems RIN,N. DESCRIPTION DATE DRAVIN BY: L.C. TILLIT TESTING & ENGINEERING COMPANY -065 07/27/17 Association, Inc. I OLD 15 07/27/1; DATE. (305)371-1530.Fat (305)871-1531 4268 Westroads Drive 2 DRAWING No West Palm Beach. FL 33407 3 CB-CDOG719 — 17-107 "-,w'ONAL ""'1 4 *WER A.MLUT jr.P.E. FLORIDA Ua. 11 44167 5 SHEET P.E. SEAL2SirN1ATIJRE/0ATE s 10 OF 20 SCHEDULE #1 SCHEDULE #2 SCHEDULE #3 MAXIMUM SHUTTER SPAN* "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" MAX.IMUTA SHUTTER SPAN*"L+" NOTES: _ (ft,) FOR INSTALLATIONS W/ "I OR "L-" (f:.) FOR OR "L-" (ft.) INSTALLATIONS INSTALLATION LEGEND CENTERMATES, & ® or(30 or 'I NSTAI..IATIONS W/ P W SYMM R1CA1, C�FtJTE T CONCRETE & WOOD (1) L+: MAXIMUM ALLO'NABLE SPAN FOR A GIVEN W/ ONE Ii.V. LOCK or 0) or or '. NT T MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. HD LOCK ®6V/ NO LOCKING RODS 3" or ONE HV LOCK d� or or 1 & W/ 01JE HV LOCKS L_: M .ALLOWABLE SPAN FOR A GNEN NEGATIVE CENTERMA 2B 29 W/ ONE W/ NO LOCKING RODS J' OR S 'd7/ NO LOCKING WALL A. B. C. D. E. M. N. 0, P. 0, A.S.O. DESIGN PRESSURE RATING. LIDS MOUNTING F, K & L R. S, & V. F '•Y' LOCK 30 VJ/TWO LO i®(NG (SEE NOTES t.1t) (VAUD FOR MOUNTING I�'y (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR RODS 35 NT�O�Pp&i BOTTOM EE SHEET 7) FLOOR/CEILING G, H. I, II, J T. U. V7 & X Y7ALL MOUNTINGS (TOP/BOTTU'.I) OR FLOOR/CEILING: ('RET-�i V.00 INSTAL CONCRETE&WOOD MOUNTING LATI014S CONCRETE & M NAxINw: •A.— INSTAI ATIO '�°%1A0P GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, /.S.D.DESIGN S.D.DESF+: AS.D.DESIGN INSTALLATIONS PRESSURE WA1,L MOUNTING FLOOR CEIUNO 'FRESSVRE WALL MOUNTING PRESSURE GIVDETER A N MAXIMUM SPAN SIG FROM SCHEDULE. WINO MOUNTING RAnNs & RA1NG FLOOR/CEILING MOUtITIKG GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, t-40 PL05R/CEILING MOUNTING (P c.I.) 0R DETERMINE MAXIMUM SPAN "L-" FROM SCHEDULE. RC9R YALL IJDUtJNNG t e (R) ( L-(R) L+ (1) L-I17 L I (R) I-(n) L+ (R) L-(R) O MAXIMUM SHUTTER SPAIJ "L+"OR "L-"FOR 30 OR LES 16-0- I6'-0" 16'-0" 16'-0" 16'-0" 16'-0' 30 16'-0' lfi'-0" INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 5 35 14'-10- 14'-10" 1V-2" 16,-0' II-70" 14'-70" 35 15'-2' IC-10' 105 psf.A.S.D. DESIGN rRESSURE RATING. MINitA A DETERMINED SPA�L BETWEEN L+ ANU L-'. 14'-2' 15'-2" 13'-10" 13'-10" 40 14'-2" 15'-2" (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 3'-4' 4'-3` 13'-1 13'--1' 45 17i-4' 14•-3" t HV CORNER CENTERMATE#3 I.IAY BE USED AT ALLCOAIBINA7IGNS IN BERYEEN 'HALL MOUNTINGS 12'-5" 5" -7 12'-5' 12'-5' S0 __12'-3" _13'-1" MOUNTING INSTALLATIONS. LOCK114G SPECIFICATIONS W/ FLOOR/CEILING MOUNTINGS: 55 I'-TO' 1V-10" 12'-1" 12'-11• I; 55 1V-10" 11'-10" 55 1V-1" ,1'-11" SHALL BE A.S INDICATED 07J MANDATORY CONDITION (,72 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE _ --_.__.......... NOTE S, SHEER 5. 60 I1,_4• tt'-4" 11'-7" 12'-4" 6U tt•_4'. 11'-4" 60 t0'-2" t0'-11" RATI^IG: _._._ .____.�_. _...._-...___._. DETERMINE: 65 ,0•-10" TO.- 11'-1" I1'-11, 65 10'-10" f0'-10" 65 _ 9'-5" _I O'-,' _ LI+- MAX. PAN FOR WAIL MOUNTING INSTALLATIONS. 70 to'-W- 10'-6" 10•-9" T V-5" 70 10•-6" IO'-6" 70 8_9 9-4 1_2+= MAX. SPAN FOR FLOOR/CEILING MOUNTING 75 10•-1" 70'-1" 10'-4" 75 10_-,-,"_ To'-1" 75 tt EXCr_PT THAT 7AAXIlAUM 5!JUTTER INSTALLATIONS. 80 J 9'-10" 3'-10" 10'-0" 10'-9" 60 V-10" 9-10" SPAN "L+"OR "!-"AND MAXIMUM A.S.D. 0--SING FOR A GIVEN NEGATIVE A.S.D. DESIGNPRESSURE __85 g•_6• g•_6• 9'-9" 10'-5' B= 0'-6" 9'-6' PRESSURE RATING FOR INSTA.LLATICNS INTO CONCRETE RATING: 90 9' ]" 9'-5" ,0'-1" - '90 9'-3• 9•-3" OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS: DETERMINE: __ --- --- .— ----- - ,- CONNECTIONS TO KEYSTONE MOUNTING _ 95 9'-0" 8'-9" 9'-2" 9'-10" _95 9'-O" 8,-9- L1-- MAX. SPAN FOR V'/A!L !AOUNTIIIC INSTALLATIONS. 100 8•-9" 8'-4' 9'-0" 9'-7" 10O 8'-9" 8•-a' LIMITED TO +64,-72 D•s.f. AND 8'-0" SPAN, SEE L2- MAX, SPAN FOR FLOOR/CEILING MOUNTING _ MOUNTING&ON SHEET 7. INSTALLATIONS. 8'_-7' 7'-7 1" W-9' 9'-4" u 105 8'-7" 7'-11' 110 8•-4' i 7'-7' 8'-7-7" 9'-2'-- _ 110 8'--4 -- 7'-7' FINAL MAXIMUM ALLGWABLE SPAN 'S EQUAL 70 THE 115 8•-2" 7'-3" 8'-4" 8'-I1•' _ 7115 8'-2' 7'=3= SEPARATION TO GLASS SCHEDULE IANR.IW.! BEIWEEN "LI+ "1.2+', "L­' AND 'L+-" 120 ' - 8'-2 e' 8'-9" ,'120 a'- - C-11" __ 8'-O" 6-11 _ (4) GO TO ANCHOR SCHEGULE WITH FINAL MAXIMUM 125-_- V--10" 6'-8" 8'-0" 8'-5"_ L25 7'-10 6-B ALLOWABLE SPAN AND NEGATIVE A.S.O. DESIGN i jp 71-8_ 6'-5" T-10' B'-1" 1}0 _ T-8' 6'-5" PRESSURE RATING TO (DETERMINE MAXIMUM .ANCHOR 135 _ 71-7" 6'--2' 7'-9' 7'-8" —7135 7'-7" 6''-2" -' WIND ZONE MINIMUM SPACING. 140 7'-5" 5'-1," T-T T-6" ,!140 7•-5'--- s-„" ASTM E-1996 SEPARATION 145 7'--3' 5'-g:-_..._/'-.5' 7--3' ..145. 7-3"... —5_y., TO GLASS 1 50 T-2" I 5'-7" 7'-4" 7'-0" _.2'-2! _7 155 r-a" s'-s r-z" 6•-9' _165 T-D' 5-5, 1 THRU 3 5'-2' T-t' 6'-7' .160 165 6'-10" 5'-1" _7'-0" V-4'..... 16.5 V-10" 5'-1" - 170 6'-9' 4'-11" 6'-11' 6'-Y L n 6'-9• 4'-I1" 175 - 6-T `h-9" -9-9' - 6'-0' ^5'-7" 41-9- _ISO 6'-6'- 4'-6' 6'-6' -5'-10" V-6" 4•-8" �11� HV BLADE_-- 5-5 4'-6" 6'-7' S'-8" 6'-5' 4'-6"190 fi'-.A• 4'-5 V_6" V-6' 6'-4"3'200 6'-2" 4-2" 5'-» 5'-3" 6'-2' 4'-2" 205_ 6'-1" 4'-1" 6'-3" 5'-t" zes 6'-1 ,Nast' a FLORIDA BUILDING CODE(Non High Velocity' Hurricane Zone' --'- _ ,� �v`"• •• •••., '• 02017 TILTECO.INC. ©2017 EASTERN METAL SUPPLY, INC. BERTHA HV- TM ■�.S.A. Accordion Shutter System ` H.V. BLADE#1 W/OR W/O H.V. WINDOW BLADE American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY Y EY.N D¢scrsmnDN DATE DRAM Gr:MLO:V. L.G. 41 Association, Inc. I OLD 15-085 07/27/17 DATE: 07/27/17 " ,'••• z. 1$ 6355 NHS.3516.St.Ste.]DS.NRGINIA DMOENS.44f FLORIDA JS1E 4268 WeStroodc Drive 2 Phc :(305)971-1530.r-:(305)871-1531 DRAWING No 61. qq }n,11 ''•` ++1+ E-,r.�a:tRteeoaael.wm West ?Olm Beach, FL 33407 3 � 'j1 WALTEF AOTILL" 00671 or.F.E. a 17�107 FLORIDA L;..a 4.167 6 SHEET P.E. SEAL/S(GF1A`IURE/DATE G 11 OF 20 Ifs n[1n0 R!m Om06lmO0[a00AO®� n�/ 6� �.1E1nn m nMENOkM m�iEonnn�amm � n mmonnooa•m o�EmIm�00p[7Enn�Enn yEmEpE©nEmraOl@aEEEEmmEEEEEEEE�EEEE m�iErm2onno onn �� tin ita00000aam�fEaontmnty nmINKER Sam mm: . naa®ono ranaa : ovmm • ppoono®EE _ ��p : mmppoo® m®®m � ppooan�onpp� oopp� min"unO6Jm0EHL7I�EEmfOQnt� Rlmm In n[d OnnmE� II�IDE®KENURM 7I®�OHMMKIWOM[MAKE000DOILlmiOF�[7nOOt0m�lOFINHEn"En ; HMm E®m000®EEE E : pp®��FmA0 Boom NO! 6O7ENm0 pO iQIQQIO��p®OOIOl7OA Em" MENRS6f®Ot�OROL®O®EmQEE 0[i1r7OOEOapEi7O© /®EmI4d00I0I0i�lmt4t7[1O®1Lf _Eno[�<t�mEtOI�nOOOO[�1MBOMOOn[vnnf7®®is I�®m®tO�®tarai0;®ir�Oppnty®Omm®It,DOEEaamm�O�'�®��IOOOnOnir�[�s®®Q OM3 mm" M m<t10EOE IOO m0 OO6lum n : nnO® ®ovE - ®Comm ImmOt�nnoom t "INKIN mKannivr�EE�i�EfalEOmmOO®oo� En�I®o ®mlDonooafOm00 6!�®E1 RAPIM ®p® "UlmOO pnO �pE OnOOsauntuam aI EIR ®�OQOfO®im1EaEEEE® �Opp gIsHouOo EB9 w noEROME EEE® I67nEEEEE� inEEEmEm Ei®eglnnnn mmEa � aamm � ea tv ® o nnnn�'iEl1®o ESCH sanEoeECviol�Eastmmmmnio7n®famEoinotaEt� EN®®EmIEorEopn�OO EOE�m©fe�Eta EEo®Ep®pp�Esam��ooppm�®o6EdE°fg�i�°l °onm �� Em ®o�n®E®EDooEn © o BEEN EEmmmo©O021 CIE KE in ® OO ® p EWEZIN O1122 Slu 13HMa°Etraa7 ® [MAUNA EEs�EEEEEE � EE . . mi�ii�m tvoa�imm � mmm o �E�E 0 0 m • r�o a a a mmm0®EI:iEEEF� • 0 mid OO i0 A O ��mmEEEEEE E ago MEm ��EM � MIEEEE l EEEEE �mmmOOOOO OOOOmovOOOO EEMOOO tom®OOOoommmEmppEE mm 121 00� o000o tFa®000taonom®o 0 �EE " QEE•iiLlmfaOQIII 0 E E E 0 EEO ®OGEE O EO • • E� oE� EE�E"SEE E EE ESE E EEEiE �EEEE®tvo v nv 000n - ®n E� EEE®EEEEEE�E EE EEEEEI� nEao •• EaamOOOEvom�aOOaaiImOOOOvo�vOEOO movevosa �i000 E�®OIOOOOsaf�,®IOOOOOo ®®OfaOOOOo©O<aOOOO OOOOOn©OBOOOI�a •• • OpOp111121 1000p�OEOO®®oM 121 121saosasaOp E Oopoot©On®p000 I��EEEOE®oEEEEEE0000EmOEEOCH®®EEEEEEp�joosEM=MEB BMUMEE �EEEEEEmEEEFM amm EEE�EEEEEE�pEEEEEEEE®EIlE moOOVOooROWN >OOEEaa[faaOOfaEOO5p21 0p21QpOp OpOOfaOou®Qop a ®EEEEEEi�EEppEE�iEpp� EE EEEp EaaEEEEpREESEEEEE$opoFmi"M EEEEEEOEfLl000�EEE EEEEaeEEE®EF�OOEeEECvEOLl70EEEE E�E® MAXIMUM ANCHOR* SPACING (in.) SCHEDULE FOR A GNEN MAX. SHUTTER SPAN, SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A.S.C. DESIGN NEGAR&PRESSURE RATING ADD A CORRESPONDING MOUNDNG TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALLATIONS (SEE MOUNTINGS E G:&'H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHAD.BE AS FOLLOWS: POURED.Og4CRElE/gpHOT1ETE BLOCK 'POURED CONCRETE (A) TO EXISTING POURED CONCRETE (Min.Pc- 3 ksi) NFMII2UN (DWALL SILL MOUNTING ©CEIUNG MOUNTING HO FLDOR MOUNTING - '1/4'0 TAPCON OR TAPCON WIT)f ADVANCED THREADFCRM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX. (Min. ('c=3 Isi) , SPAN ANCHORS SPACING IFQFNn - 1/4 0 •3/4"ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW. BOLT&SPECIALTY COMPANY. (Min. Fc= 3 Ici) (fl) kS.D. 'GTt N_TG PRESSURE R1nNC I ISO.DESIGN NEGAINE PRESSURE R48Ir pd) S.D.DCJGN NEBATNE PRESSURE RAING 111) - 1/4"v BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min.Cc 2 ksi) .. ......___......- _ ... ..*14 __ TAPCON OR SO 40 60 )5I 90 120 160 205 Jo do 60 75 90 120 16U 205 - 90 120 160 205 - 1/4"0 TAPPER+ANCHORS AS MANUFACTURED 6Y POWERS FASTENERS. INC..AND DISTRIBUTED BY ALL POINTS SCREW, BOLT &SPECIALTY iAPCON W17H ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHOR12ED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 12 t0 9 8 8 6_5.5 14 12 10 9 8 8 6 6 9 8 8 _6 6 THREAOFORM TECHNOLOGY 3-O" t4 12 lG 9 B 8 6- 6 14 12 t0 9 8 B. 6 6 9 8 8 6 6 ALL POINTS SOLID-SET OR LESS 14 12 10 9 8 8 6 6 14 12 10 9 8 8 •6 6 9 8 e 6 S BLUE TAP tV/CAP NOTES:14 12 10 D 8 8 6 7 14 12 1D 9 8 6 6 6 9 0 8 6 6 BLUE q,1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TA CON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER. 14 t2 10 9 8 7 5.5 3.5 14 12 10 9 8 8 6 6 14 12 N'l 1 9 8 8 6 5 TAPPER4 ANCHORS IS 1 3/4",AND FOR BLUE TAP W/CA ANCHORS IS 1 1/2'. I4 12 10 9 8 8 6 6 14 12 10 9 B 0. 6 6 l4 12 B 8 8 6 5.5 14 17 10 9 e 6 6 4 14 12 10 5 8 8 'E 4.5 1I7 12 9 e 6 4 3.5 A.2) MINIMUM EMBEDMENT OF 1/av X 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8'INTO TH'e POURED CONCRETE. NO EMBEDMENT IT "12 to 9 B B 6 4.5 14 12 10 9 8 8 6 5.5 14 12 9 8 8 6 4.5 INTO'STUCCO SHALL BE PERMITTED. 1/4"0-20 S.S. MACHINE SCREW/USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO 4 SEE LI1nlA1:0rN5 OF USC FOR 54 12 10 9 7.5 5.513.5 - 54 1210 98 9 6 5 li 12 10 9 B 7 5.5 3 EXIST,AND I"MINIMUM FOR WALLS WITH NO STUCCO. 11 12 f0 9 118 8 6 1♦ 12 10 9 8 8 6 5.5 14 12 10 9 B 8 6 4.5 P.NAOE"�A":CN SHEET t9 5-0" 14 12 10 9 8 7 < - 14 12 10 9 8 5 5 3.5 14 12 10 8 6.5 5 135 3 A.3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 19 12 10 9 6 7.5 4.5 - T4 12 10 9 8 8 6 4.5 t4 12 10 9 8 6 4.5 7.75 ANCHORS SHALL BE LONG ENOUGH TO REACH'THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED 0, 14 1 9.5 7.5 5 4.5 - 14 12 f0 9 a 7.5 5.5 < 14 12 10 9 B 6 4.5 3.5 NOTES A1)&A2)ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 1� t 10 9 e. B fi - 14 12 10 9 e 8 6 5 L4 12 TO 9 8 6S 5 3.5 INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20, 6-0 11 17.. IO 9 7.5 5,5 3 - 17 12 10 0.5 7 5,5 4 7 14 _12 9_6.5 5.5 4 3 - I, 14 12 10 9 0 6 - - 14 12 10 9 B 6,5 5 3.75 l4 12 10 6.5 B 5 4 - (8) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 14 12 8 6,'u 5.5 3 - - l4 12 10 9 0 fi.5 4.5 ].5 14 12 10 8 7 5 3.5 3 - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREAOFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W. BUILOF.X. 14 12 t0 9 8 u 12 to 9 s 7. 5 4 14 12 i0 9 LS 5.5 4-3 - 1/4'0 a 3/4"AI.I_POINTS SPUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW. BOLT&SPECIALTY COMPANY. 7'-0" - -- - - 1/4"0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED 13Y FLORIDA FASTENERS DIRECT, INC. 1912 10 8 6.5 4 - - 14 12 9 7.5 6 4.5 3.5 - 14 10.5 7 5.5 4.5 2.5 - - t{ 12 10 8.5 7 4 - - 14 12 10 9 7.5 9.5 4I - to T2 9 7 7.5 4.5 - - - 1/4.0 TAPPER­I.ANCHORS AS MANUFACTURED BY POWERS FASTENERS'. INC.,AND DISTRIBUTE[)BY ALL POINTS SCREW, BOLT&SPECIALTY 14 11 7 SS 4.5 - 14 12 10 9 7.5 5.9 4', 54 12 9 7 6 4,5 3 COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORt7EO VENDOR REGISTERED WITH THE AMERICAN SKUTTER SYSTEMS ASSOCIATION INC. T4 12 10 9 B 6.5 - - 14 12 10 9 8 6 1 4 - iT 12 10 8 6.5 5 3.5 - NOTES: 4 17 6.5 ] 5.5 t4 12 8 6.5 5.s 4' ] - 12.5 9.5 6 5 a 3 - - B.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND IAPCON 14 12 9.5 1.5�6 12 9.5 8 6.5 5 - 14 12 8 16 6.5 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1, 13 915 6.5 5 3.5 - 14 12 10 8 5.5 5 _ 14 12 g E.5 5 4 B,-O. 1t 52 10 9 8 - - - 10 12 10 a 7.5 s,5 - t4 l2 &5 7 5.5 4 - = B.2) MINIMUM EMBEDMENT OF 1/4'0 •3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK,NO 14 T1.5 7.5 6 { - - - 1I 11 7 5.5 5 3.3 - - tt B 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 8 6.5 4.5 - 14 12 B.5 7 5.5 { 14 lo.5 7 5.5 6 4,5 EXIST.AND 1"MINIMUM FOR WALLS WITH NO STUCCO. 11.9 8.5 5.9 t 14 12 9 7 6 4.5. 14 11 7 5.5 4.5 3.5 - 14 12 10 9 7.5 - - �11 12 10 a 6s 5 - 14 12 86 B.3) W CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 10'-D" /4 1- 7 5 -5.5 - 13 9.5 6.5 5 4 3 10 7.5 5 a 3 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE A5 INDICATED ON '- "'_"--" -' - "'- NOTES 8.1 & B.2 ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH DR WITHOUT METAL S7UOS CONSULT THIS ENGINEER 14 11 7.5 5.5 - - - - 14 11.5 9 6 5 4 - - 12.5 9.5 6 ) ) 10.5 8 5 t4 12 8 6.5 SS 4 IS 10 6.5 5 4 3 _ FOR INSTALLATION INTO EIFS WITI4 METAL STUDS SEE SHEET 20. 14 I2 9 7 6 a.5 - 14 10.5 7 5.5 4.5 J.5 - I V-D"12.5 9.5 5 12 9 6 a7 4 J _ _ _4 7 47 5.5 . (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. u to.5 7 5.5 4.5 - - 11.5 8.5 5.5 t.5 3.75 - - (0) SEE.SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. _ 14 11,5 7.5 6 5 _ 12 9 B 4.5 '1 12'-0- u 52 a 6.5 5.5 - - 1s 50 Ba 5 i_ - - EDGE DISTANCE VERSUS SPAC1NGyf�DULE FOR ANCHORS: I I.S B.5 4.5 11 8 5.5 4 3.5I- 8 6 4 ] MAXIMUM ANCHOR.SPACINGS ARE VALID FOR EDGE[)STANCES INDICATED BELOW.FOR E.D,LESS THAN THE INDICATED,REDUCE A14CIlOR SPACING 13 9.5 6.5 5 4 - - 10,5 8. 5 4 - - - BY REDUCED LYING SPACING OBTAINED ED UN ON SCHEDULE BY THE E LESS T FACTORS. T _5.5 4.5 11 8.5 5.5 4.5 3.5 REDUCED SPACING OBTNIJEO USING FACTOR SENILE NOT BE LESS THAN MINIMUM SPACING tNPICATED FOR EACH ANCHOR TYPE. 14 1222 - - - - - 14 n,s I..5 e--s - - - 12 9 6 4.5 4 - - FACTOR T0.5 8 - - - - - - TO 7.5 5 4 3 - - - 7.5 5.5 4 3 - - - - ACTUAL TAPCON WITH ADVANCED TAPPER + 12.5 8.5 - - - - - - 12 9 6 4.5 4 - - - 9.5 7 5 4 - - - I- EDGE TAPCON THREADFORM TECHNOLOGY ALL POINT SOLID SET BLUE TAP W/ CAP MIN.SPACING -_ - - - I7 9.5 6s s - - - - Nos zs s L!_ - - - - (1ZHV BLADE OR DICTANCE - 14 12 - _ - 14 10,5 7 5.5 - - - - I1 8.5 5.5�4.5 - - _ - E.D. MIN.SPACING- 3" MIN.SPACING =3' MIN.SPACING - 3 1/2' MIN.SPACING r 3- ' 3 3/4- 4' 11 4'-Op 10 7.5 - - I- --_-.9 7 4.5 J.5 - - - - 7 5 13..5 J - - -__- Cl)HV BLADE V POURED CON COETE BLOCKNCRETE POURED co,4 ElE B.OQ( POURED CONCRETE BREfE& POURED RCRETE BLOCK&POURED CO`.aY�CCTN REiE BLOCK 11.5 B - - - - - - 11 a 5.5 4.5 - - - - 9 6.5 4,5 - - - - - (I& HV WINDOW ILLY ED.•3' MN E0..3 1/2" Y.N E0..2 1/Y NHL ER I MN.CO.-3" MY ED.•3 1/2"TAN ED.•21/2' 7.5 1E o 6 _ _ ._ _ - 9.5 7 4.6 _ _ _ _ _ 0.78 1.0 0.84 1,a _,_To.5 a 5 - - - - - BLADE WORKING 3" f.o OAT 1.o la _ _ _ _ _ 1_ _ 13S 10 6S - _...._.___ _ 15•-0" - - - - _ _ _ _ _ 2 I/2" - 0.81 1.0� -_^- � ---- 0.67 1.D 9 - - - - - - - 0.5 E.s 4 - - -..._? - 6.s 5 3 _ _ _ _ _ IN UNISON • _ IDS 8 5 - 8.5 6 4 2' 0.71 - 7 - _ - - _ - It.S 8.5 5.5 - - - - - 9 6.5 4,5 - I-__- - - 1 3/4' - 0.91 - - _ OA3 - 14 - - - - - - 11.5 8.5 . - 10 75 5 16.-0' _ 61/2' O,JS 9s 7 15 - - - - - B 6 4 - -, - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' 11IA•�1 L-1 •.���J' 02017 TILTECO,INC. 9 2017 EASTERN METAL SUPPLY, INC. `�f BERTHA HVTM wticAvJ, . �� Accordion Shutter System .f ■. ■ ■A■ H.V. BLADE#1 W/OR W/0 H.V. WNDOW BLADE � 4 TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV...I DESCRIPTION DATE I DRAWN BY. LC. NN11 a r Association, Inc. I OLD 15-G'65 b7/27/1T DATE: o7/v/n 6355 11ty.36.n SL.Ste.305.•1R�Nu OAROD+S.ROR141 3316 4t-S-ri D 1F Phone i(305)971-15}0.Fa,:(305)67I-153I 4'268 Westroods Drive z DRAWING Pic 1z. ORIDA..• �ti,t' e- il:I'tecs0,Blccm West Polm Beach, FL 33407 3 17-107 /O �'.� ,1 WALIEP.A TLLR:,.F.E. A/ A / FLORIDA Lie. T 44167 5 SHEET P.E. SEAL ;•A71fE DATE 6 13 OF 20 MAXIMUM ANCHOR* SPACING (in 1 SCHEDULE FOR A GNEN MAX SHLTrER SPAN a c D DESIGN NEGATIVE PRESSURE RATING AND A'CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALLATIONS (SEE UQUNRNGS 1,J.K k L 04 SHEET 7) _ --- - - - .POURED CONCRETE. POURED CONCRETE CONCRETE BLOCK ANCHORS SPACING LEGEND I WALK OVER h 1 TRENCl1 IIAI(lu0u QJ RNNGUARD MOUNTING QK 1'lALL/FLOOR MOUNTING ©WALL/1'fALK OVER MOUNTING SPAN -_._-JGAVIE PRESSURE ....,.....___-....__�....-...._ -_..�_... -.....-.._....._....___..-..-..._ TMCON OR (10 ASD.DESIGN NEW71'h PRESSURE PARHO fpsl A5.0.DESIGN NEGINE PRESSURE RA71NC CcU ISO. ^N N_GAATK PRESSURE R19NG(p l AS.O.MINN NEG46E PRESSURE RAIGIG(pet TAPCON WITH ADVANCED -. _ ....__ ._ _ ._.� 3o 40 sO 75 90 120 IEOF205 10I•D 60 75 90 120 160 205 3f1 4 60 75 90 1120 160 205 JD <0 60 75 90 120 160 205 THREADFORM TECHNOLOGY t 11 12- 10 9_ B 8 6 1 6 12 1 12 112,1 12 11 1.51,8.5 6.5 ] ] J_ 7 7 ] 55 5 5 5 5 5 5 5 ALL POIMS cOLID-SET 3•-0� 14 12 10 9 B e 6 6 12 12 12: 12 11 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 B 8 6 6 I2 12 121 12 0.5 a 6 4.5 7 7 7 7 7 7 7 6.5 5 5 5 5 .5 S 5 5 BLUE TAP 14 12 109 B 6 6 6 17.ti 12 12' 12 12 ID 7.5 6 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 TAPPER+ 14 12 10, 9 B B 6 s 12 112 12, 12 1- 8.5 15 5 7 7 7 7 7 7 5.5 { 3 5 5 5 5 5 11 12 10 9 B 8 6 6 12 '12 12' 12 12 9.5 7 5.5 ] 7 J ] 7 7 ] 7 5 5 5 5 5 5 5 5 11 12 10 9 B B- 6 fi 11 12 12 9.5 B 6 4.5 3.5 7 7 7 7 7 7 6.5 5 5 S S 5 S 5 3 5 14 11 IO 9 B 9 6 6 12 12 12 12 10 7.5 5.5 1 ] 7 7 ] ] 7 ] 5.5 5 5 S 5 5 5 5 5 14 12 10 9 8 8 6 6 12 11 12: 11 9 7 5 4 7 ] 7 7 7 5.5 4 3 5 5 5 5 5 5 4 3 5,-0" 11 12 10 9 8 8 6 6 11 12 12'12 10 7.5 SS 7 7 7 7 7 7 ) 7 5 5 5- 5 1 5 5 5 5 14 12 10 9 B 8 6 6 11 12 9.5'75 6 a.5 3.5 , 7 7 7 7 7 7 5 1.5 5 'i 5 5 5 5 5 4 14 12 10 9 B 8 6 6 12 12 f2'9.5 8 6 4.5 - 7 7 7 7 7 7 5.5 4 5 5 5 5 5 5 5 a * SEE ANCHOR 14 12 10 9 8 e 6 6 12 12 1.5. 9 7.5 5.5 { J 7 7 7 7 7 1.5 3.5 - 5 5 5 5 5 4.5 3.5 - SPECIFICATIONS ,4 12 10 9 e 8 6 fi 12 11 12 10 B G 4.5 3.5 7 7 7 7 7 7 7 7 5 5 5 5, 5 5 5 5 01•I SHEET 13 6'-0• .._.._ .- 14 12 1U 9 a B 6 6 12 12 8 6 5 1 3 7 7 7 7 7 5.5 4 5 5 5 5 5 5 + 3 14 12 10 9 8 a 6 .Q 22 12 10 a 6.5 6 3.75 - 7 7 7 7 7 6 +.5 -- 5 5 5 5 S 5 4.5' 14 12 10 1 9 8 8 6 6 12 12 ,10 8 6.3 5 3.5 7 7 7 6.5 5.5 4 5 5 S 5 5 4 3 _ __ _ .. ...._ - 7•-D" 14 12 f0 9 a 8 6 6 12 12 72 8:5 ..7 $ 4 ] 7- 7 % 7 7 7 7 6 5 5 5 5 S 5 5 B ,4 12 10 9 8 8 6 6 12 10 6.5' 5 4.5 3 7 7 7 7 6.5 5 3 5 5 5 5 5 5 3.5 J Ti� 12 ID 9 8 8 6 6 12 i1E 8.5 7 5.5 1 7 7 7 7 7 ;5 5 5 5 5 5 5 4 Q VALID ONLY FOR Da TO +70. --7r] 1+ 12 lD 9 a a s - v @ es 7 5.5 a ] 7 ] 7 ss 4s } - -__s s s 5 {.5 Js - - PSF AS.D DESIGN PRESSURE 14 12 10 9 8 8 6 I2 12 10.5 7.5 6 4.5 3.5 7 7 7 7 7 7 7 4 5 5 5 5 5 5 5 5 RATING & FOR SPANS PER I+ 1z to s 6 e 6 = 12-9'6 4.5 a 3 - i 7 7 7 5.s 4 - 5 5 5 5 5 4 '3 SCHEDULE #3, SHEET 11 14 1 12,1D s 8 9 6 12 11 7.5 6 .5 .'is - 7 7 7 7.5 6 4.5 5 5 5 5 4.5 14 11 10 9 8 a 12 1.5 7.5 6 5 3.3 - 7 7 6.5 5 { 5 5 5 5 4 J 11 is s B_ e_ - - 12 12 9.5 6.5 5.5 4 3 - 7 7 7 7 7 7 6 3 5 5 5 5 5 5 5 5 -4 12 t0 9 8 B - .0.5 8 5 4 J.5 - 7 7 7 6 5 J.5 5 5 5 5 5 4 ] _ 14 12 10 9 A 8 17 IQ 6.5 5 4.5 - 7 7 7 6.5 5.5 - 5 5 5 5 5 { 14 12 10 9 8 8 - - 12 0.5 7 5S 1.5 }5 - - 7 7 5.5 4.5 3.5 - - - 5 5 3 LS J.5 - - la 12 1C 1 9 d fi - - is lI 11"8.5 6 5 }' - - _7_.7 7 7 7 7 IS - 5 5 5_-I1L.5 5 5 5 4.5 lA 12 10 9 8 6 9.5 7 1.5.3.5 } 7 -7 5._5 4.5 5 5 5 S 4.5 -5 ` 14 12 10 9 8 B 12 9 6 5 4 7 7 6 5 5 5 5 4.5 5 II 12 10 9 8 fl _12_9.5 6 5 1 J 7 7 5 4 3 5 5 5 3S - t4 12 10 9 9 8 - 12 10 7 5.5 4.5 3.5 - - 7 7 7 7 7 35 1- 5 5 5 5 5 5 5 4 -D ,4 11 1D 9 B B - -- AA 88 5. J4 _} _ _ _ 7-7 6 5 + - - -- 5 -5...._5-5 4 3 - - (� H V� BLADE ONLY 1�12 t0 9 9 8 - 11 8 5.9.'4 - - - - '/ 7 7 5,5 4.5 - - - 5 5 5 5 1.5 - - - I• 12 10 9 B 1.6 9.5 5.5 4.5 3.5 - 7 7 a,5 ]_.5 5 5 4.5 3.5 J I '12 10 9 e - - 12 9.5 6.5.•.5 1 3 7 7 7 6 - 5 5 5 5 5 5 4.5 3.5 12-U�',4 t1 10 9 a - - - 8 6 4 3 - - - 7_ 7 5.5 4,5 3_S - - 5 5 5 4.5 4 J 14 12 10 9 8 10 7.5 5 4 ] 7 6 5 5 5 5 4 11 12 10 9 9 - - -_0.5 8 5 4 3.5 - - - 7 _6;5 a.5 }JS - y 5 5 4.5 J.5 ] - - - i4 12 10 9' e - - �t.5 8.5 6 4.5 3.5 J - 7 7 7 'f 7 4.5 5 5 5 5 5 5 4.5 3.5 13-O" 14 12 10 9 8 7 5.5 3.5 3 7 7 5 4 3 5 5 5 4 ] 14 12 10 9 8 9 17 4.5 .75 - - - 7 7 5.5 4.5 - - - 5 5 5 4.5 4 - - i� 11 12 10 9 - - - - 10 7.5 5 4 3 - - - 7 6 4 3 - - - - 5 5 4 3 - - - - .-_. 14-0" 14 12 10 9 - - - - 0.5 8 5.5 4 3.5 - - - 7 7 7 7 7 S - - 5 5 5. S 5 1 3 11 12 10 5- J- 7 '7 5 3.5 5 S 5 4' 1i 12 l0 9 - - - - 8.5 6.5 1 --- --I 7 5 1 - 5 5 - 11 12 10 - - - 9 7 4.5 1.5 J - - - 7 5.5 3.5__- - - - I- 5 5 3.5 J - - - - 15-0" Is 12 f0 - _ 5 4 3 - - - -7- 7 7 7 7 3. - - 5 5 5 5 5 5 4 1 1I 12 10 -_- 6 j4.5 } 7 7 4.5 3 --- 5 5 4.5 3.5 - 8 '8 1 - - - - - - 7 5 - - - - 5 5 5 a - - - - 54 a.5)6.5 + ].5 - - - -_ 7 5.5 5 5 3.5 - 16,-0" 9.5 7 4.5 3.5 3 - - - 7 J ]� ] 6 J - - 5 5 5 5 5 <.5�3.5 - -_ -_- 14 i2 t0 6 '4.5 3 7 fi.5 a 5 5 4 3.4 - ---- - 14 12 10---_ - -].5 5.5 '.75 - - - - ]...i.>l f.6>.y - - - 5 5 A.5 - - - - - ---- - - - _ FLORIDA BUILDING CODE(Non High Velocity' Hurricane Zone 411' •�,1•...........��,/ep C2017 TILTECO,INC. Z2017 EASIERN METAL SUPPLY, INC. ' BERTHA HVTIA , e !L ECOINa. ■�■S.A■ H�Accord�oRnwoh�utt�eey5tein s TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems / Y EV.N DESCRIPTION GATE DRAWN BY: LC. Association, Inc. 1 OLD 15-085 -1/27/1 DATE: .o7/77/17 C}. BJ55 U.W.361A.St.,Ste.J05,WRGINIA GARDENS.FLOR104 331E PNone:(305)B71-7530.FF..:(305)871-1531 4268 Westroods Drive 2 DRAWING No TOR:t•:n.GoeaoLoo.I, West Palm Beach, FL 33407 F3! eEB-OODB719 17-107 -+ 4� \atit'It1 WALiER A.TLLIT JI.P.E.'YA FLORIDA Lie.§44167 SHEET P.E.sEaLf3IBNA6E/DATE 14 OF 20 MAXIMUM A.S D. DESIGN PRESSURE R T1NG (D s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.)SCHEDULE FOR A :I GIVEN MAX. SHUTTER SPAN. NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOU<•LT1NG TYPE. (SEE MOUNTINGS ON SHEETS 16 & 17). U B !EE-3 T F:R E SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH SOUTHERN PINE No. SPRUCE PINE SPRUCE PINE SOUTHERN PINE No. 2 W/ MIN.'G 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 FIR W/ W MIN. G=0.43 IAA.%IMUAI / MIN. G-0.50 / W PAIN. G=0.36 SPAN(It) 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 B.O. WALL MOUNTINGS W & XI W & X W & X P & 0 S &V S & V S & V ........_.._...... ......._-...-_:._ __.....-............_.._.....__....__.__....--_---...�_.....-'- ---.._...__...- _-__�_..---...- ----..._.-....__ _...._....---.._... ..-.._.-_...-..._ se.ce5m wrAm wLmrs Pmr Ipl sa Fa4N N:FAIIf BS,2FE!F*m.wl a(Y"t TM:w�'EARL(FA) .a IT97(z;aTa Mw-FARG('-A uE.ttsn_Kwa r..s;teE PA1b[y) &[.UM W.%-.E mma ti w,to) 'It Tit tmm 1m96 PAIM(� W,,4N WAArX PlMn M14,,(J)sc D391 K-0P€PMW Mies Ip1 sa Uzi WWNt A�FA%(Fe) .._ ._-._.._ _ _.5._ ...- __ ... J --.. .. ... _ ._ ...-- - _._ ... _ ..-._.__. .30 40 60 75 SO OS 30 40 60 75 90 05 30 40 50 7` 90 105 30 40 60 75 190 1105 30 140 60 75 90 05 JO 40 60 75 90 OS 3�40 50 75 op 05 3C 40 160 75 90 OS 30 40 6p 75 90 OS 30 40 60 Y5 90 05 -0'OR LE5 12 to 10 9 6 8 6 E__6 6, 6 6 12 10 10 9 8 8 6 6 6 E 6 6 12 10 10 9 8 8 6 16 E 6 6 6 6 5 4 4 c 3 12 12 12 12 12 1? t2 t2 12 72 12 12 12 12 12 Ic 12 17 12 10 10 9 A B 6 6 6 6 6 E i2 10 10 9 8 '8 6 6 6 E I6 6 72 10 10 9 8 A 6 6 6 6 6 6 E 5 M1 t 4 3 72 12 12 12 12 i2 12 I2 12 12 12 12 12 12 12 12 12 12 c•- 12 10 10 9 B e 6 6 6. 6'- 'E 5:5 12 tf 10 9 8 8 6 6 6 6 6 5 I2 70 f0 4 8 7 6 6 6 6 6 5. 6 5 4 4 < } 12 12 12 12 12 Y2 12 12 12 12 1Z 12 12 72 72 72 12 0.5 _ _ ._ ......_.._. _._ __ :._.. -_. 12 10 10 9 8 6.5 6 6 6 6' 5.5 4_5 12 f0 l0 9 e 5 6 6 6 -.5 5 45 12 10 10 9 E 3.5 6 6 6 6 5 4S 6 5 4 4 3.5 - 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 E.5 T-0' 12 10 10 9 6,5 a 6 6 6 .5 4.5 A 12 10 50 9 5 } 6 6 6 5 A }.5 12 tU 10 7 3.5 - 0 '6 6 5 4 3.5 6 5 4 4 - - 12 12 12 12 12 12 12 12 12 12 12 70: 11 12 12 0.58.5 7.5 8'-0' 12 1D '10 7.5 4.5 3 6 6 6 5� '4 3.5 I2 f0 70 E 3.5 - 6 fi 5 S,3S 3 12 10 IC 4 6 6 5 ..5 3.5 3 6 4 - - t2 12. 12 12 1'2 12 72 12 12 12 11 9.5 1^< 12 1.5 9 7.5 6.5 5 - 9' 12 10 10 5 3.5 12 10 9 4 - t- 6 6 4.5 A I} 3 12 10 4 3 E 6 4.5 4 3 3 6 _5 },5- 12 12 12 12 12 10. 12 12 12 1.5 9.5 8.5 12 12 10 8 6.5 5.5 10'-0° 12 10 7,5 4 _ 6 6 _5r 4; 3 12 f0 6 3 6 6 < .5!3 12 10 3 - 6 6 4 .5 3 6 5 12'12 12 1211.59.512 12 i2 10. 9.57.5 12 12 9 7 6 5 It'-0' 12 1C 5.5 - 6 & 4.5 - 12 10 4.5_- - 6 5.5 3.5- 12 10 - - _ 0 5.5, 4 - 6 5. -__ - 12 12 12 12 10 8.5 12 12 12 9.5 8 7 12 12 8 E.5 5.5 4.5 12''-0"v 12 10 4,5 - - - 6 6 4 - - - 12 10 3.5 - - I- 6 5 3.5- I- - 12 10 6 5 3.5- - E 5 - - 12 12 12 1 1.5 9.5 8 12 12 1 1 A.5 7 fi 12 1.5 7.5 6 5 4 7210 - 6 a.5 - - 12 7.5 - 6 4.5 - 6 a.5 - - - 12 72 12 10. 6.5 7.5 12 12 10 8 6.5 5.5 12 0.5 7 5.5 4.5 4 4,5 12 7 - - - S5 4.5 - - - 6 3 - 12 72 I2 2.5 8 6 12 12 9.5 7.5 6 <.5 12 9,5 6.5 5 4 3 IS-0,- 12 - - - - - 6 - 12 - 5 - - f2 - - 5 - - _ - 6 - - - 12 12 11 9 7.5 5 1Z 12 8.5 7 6- a 12 9 6 5 a 16'-0' 12 - - _ 6 - - - - 12 - - - - 5 - I- - 11.5- _ - - 5 - - - - 6 _ - _ _ 12 1"e f0.`8.5 E.5 M1 12 12 8 6.5 ,5 J 17.58.5 5.5 t.5 3.5 n HV BLADE OR HV BLADE W/ (AD HV WINDOW BLADE WORKING IN UNISON+ •SEE UTA JABONS OF USE FCR PUCE(Di 0,;S4FR+9 t NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL.FLOOR OR SCUD W'001)SOFFIT SHALL BE AS FOLLOWS: 3.SUBSTRATE$HALL CONSIST OF THE FOLLOWING: I .I -SOUTHERN PINE No.2 W/G=055(N.O.S) - 1/4.0 TAPCON ANCHORS,AS MANUFACTURED BY I.T.W.OUILOEX W'/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/0-0.50(N.D.S.) EACN SECTION ON SHEETS 16&,17.' -SPRUCE PINE FIR NORTH W/G=0.43(N.D.S.) EXCEPTIONv SEE NOTE 2 BELOW.' -'SPRUCE PINE FIR SOUTH W/G=0.36(N.O.S.) -MIN. 1/2-COX PLYWOOD(1986 APA) 2.ANCHORS TO HOLLOW CEIUNG,SHALL BE AS PER MOUNTING TYPE U.SHEET 17 MID SHALL CONSIST OF LAG SCREWS AS PER NOS 2D15 SPECIFICATIONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. - -. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 1L711 `,• + '•. C-2017 EASTERN METAL SUPPLY,INC. 620t7 RLTECO,INC. BERTHA HVTM f7i ,S Accordion Shutter System q 'v �-o , ■ ■ ■ ■ H.V. BLADE#1 W/OR W/O H.V. WNDOW BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems 635S Jell,.St.,5!e.105.IVGINIA 4ARDEN5,FLOR�OA 3316 Ev.N DESCRIPTION DATE GRAY;N BY: L.c. Association, Inc. 1 OLD 15-085 7/27/I DATE: 07/27/17 II.W. ,le v Phone;(305)871-I530.Fa!!:(305)8 71-1 5J7 4268 Westreads Drive I DRAWING No ( /'p yi [ +r L( a 61:cno,:ooao:.00 West Palm Beach, FL 33407 3 -T /"`NA S,•F��P41 11T4 WA!.TER A.ED-OTILUT ,. F.E. 17 -�O/ 4 FLORIDA Ue.R 44167 5 SHEET P.E. SEIL'fSiGNA1UREjDATE 6 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 0) HV & g HV♦ BLADES AS APPLICABLE LA MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATION INTO WOOD WITH HV BDE ONLY SHALL ---- _ -- - WALL FINISH BE LIMITED TO 105.0 Rsf, A.S.D. DESIGN PRESSURE RATING, SEE SHEET 19 FOR MAX SPAN & ,f —1/4'0 OR TAPCONN WITH ADVANCEDA S D DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 1 & A WORKING IN UNISON WITH 1 iHREADFGRM TECHIJOLOGy 1/4'0 WITH OR W/ 1 1/2"Mn. PENETRATION i' TAPCON W 1417H ADVANCED TFIREADFORM TECHNOLOGY v _ter----T� OF 41R[ADED AREA TO I W/ 1 1/2 Min.PENETRATION OF THREADED AREA TO EXISIMG ftld.SEPARATION 1v EXISTING lYOOO HEADER. I WOOD HEADER.(SEE SCHEDULE OH SHEET 15) p CLASS(SEE OR 1� (SEE SCHEDULE 0!J SHEET i5) j —J/$0-20x3/4"S.S. MACHINE SCHEDULE ON SHEEP pR al/R 18 SCREV.S YI/ I/4'-20'NUTS �•._.- 11 FOR in- OR » 12'O.C. f ON SHEET 79 FOR S J I• F.XI571t1G 1 BLADES 1`h.f�Jy*. / E'1\\UlS1S = i •-EO GLASS—[ —J tFtF I i I t �I 1 OR 15 n f FINISH: I I I I i- ...Liu I(_-OPTIONAL 1 ( _ I 1 fW'ALL 1 E%ISTING!AIN, 1 FINISH ODD I I I __ EXISTING MIN. .I 1 OR J �p �' I ! 1/4"0 TAPCON OR TAPCO14 WITH ADVANCED .I HEADER REQUIRED o `-2'x4'WOOD 1 1 HEADER REGUIRFO Lip. THREAOFORM TECHNCLCGY EXISTING T M1J,SEPARATION Min. PENETRATION Or THREADED AREA TO GLASS-- -SaiEcTO Aj�yc I( I EXISTING UIN.SEPARATION TO GLASS I I EXISTING WOOD HEADER. 11 FCR FiLADE.L:pV]— ! (SEE SCHEDULE ON SHEET 11) t{ (SEE SCHEDULE ON SHEET 15) .I ON SHEET 19 FOR GLASS—! —.\` 2%4'CONT.SILL I` S_ADES T.&*�) __II PLATE REO'a ON HV WALL HEADER INSTALLATION 00 BY—WALL SILL .INSTALLATION OM HV WALL HEADER INSTALLATION --- I — FXISTt.G I i MRJ.SCHEDULE N TO GLASS —. 1 _ MIN. SEPARATION i0 GL455 __ —.,SEE SCHEDULE ON SHEET '`' GLASS 1 EXISTING ( LSEE SCHEDULE ON SHEET I7) .. I i EXISTIN J 2"x4 CCNT MIN. SEPARATION TO GLASS l� GLASS I: f I`- : C_AS -1 �] (SEE SCHEDULE ON SHEET 11) I': 1 ` WOOD PLATE g �- e # MA.'N'0SCRE, S S 1. \ nI � MACHINE SCREI4S REOD r o u 1/4'0-20x3/4"5.5. I �_ I USING 1/4"-2014UT5 MACHINE SCRFWS 4W/ 1: g 12"O.C.Y/ALL ( \ 1/4'-20 NUTS 0 12L"013 11 1 FNISH o c. 17 oR 1813cR�OR18 � � r— 1 HOOD PLATE Eq-+ y 1. REC'O t .� E C-_1' l ,1 g l;i it 1ST 1 I/4.0 TAPCON OR TAPCON WITH ADVANCED \S\(\ v 12 OR TNRFACFOR!A TECHNOLOGY W/ 1 1/2' I 1 al ( I :1 2 x4 CcJT IA'n PENETRATION OF THREADED AREA TO TAPCOI4 OR TAPCON WITH'ADvArCED INS"0 IAPCO -SILL P 1 -- EXISTING WOOD HEADER. L /J PLATE 1` 1 '1 4 T'HREADFORh! TECHNOLOGY Yl/ 1/Y --• — -•- ` -�• N�RWIT rI-SEE REOD LII (SEE SCHEDULE ON SHEET 15) !Fin. PENETRATION OF THREADED AREA INTO PLYWOOD - �' \ THREACFORM TECHNOLOGY UTTER ASSEMBY TYPICALWALL. FINISH SEE SCHEDULE OIJ SHEET IS - 1/2 IJI 1. CD%� --- _-- ^'— -=) EXISTING MIN.2 x4" PLYlOCO RE • 'V'/ 1/2"Min.PENETRATION OF UNTING SECTIONS CAN BE STUDS EA 16'O C.1.'AX,_ WALL FI`JISH—\� THREADIO AREA INTO PLYWOODMBINED IN ANY WAY TO/2 MIN.COX PLYWOOD REO.0. RE0•D.PLYWOOD TO BE (SEE SCHEDULE ON SHEET 15) T ANY INSTALLATION. J HV WALL SILL INSTALLATION `-EXISTING MIN- 2 x4'STUDS 0 16'O.C. MAX, REO•D. ATTACHED TO STUDS IN PCri'/DOD TO Be ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH WITH SECTION 2308 OF THE F.B.C. I SECTION 230E OF THE ©HV WALL SILL INSTALLATION •SEE EIg1 A71oNS OF u�g OF _ __ ---- F.B.C. ,. - - BLADE 11�'ON SHEET 119� - - - - _-- �HV WALL__SILL INSTALLATION J_ FLORIOA BUILDING GODEMon High Velocity Hurricane Zone -- LTffJi'�f j,,. }^��•".: CO 2017 EASTERN METAL SUPPLY. INC. 1 02017 TILTECO, INC, ,.... �fA BERTHA HVTM L E C O N . Accordion Shutter System ' a H.V. OLADE #1 W/OR W/O H.V. WINDDN aADE e 1 r TILLIT TESTING & ENGINEERING COMPANY American Shutter SystemsREV.N. DESCRIPTION DATE DRAWN 0r: L.C. 6355 n.W.36tN.5t.,Ste.305.`n401WA G RDENS,FLOR0.3316 Association Inc. t OLD 15-OBS 7/27/II DATE: 07/27/17 -OF ;• Pnane a0s671-153D.Fox: 305)R71-1531 4268 Westroods Drive 2 :( e ( GRAYING No ..((j ,• .� •;' -m,a: 0006O0oLa0m West PGIm Reach, FL 33407 3 6712 1 7—1 07 fJ`D <`�\ti3'15S YIFLORI A.lc'# J.4'4 P.E. I FLORIDA @ aa157 5 SHEET P.E.�SEA �JRE' DATE 5 16 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR P1 , HV & a HV* BLADES (AS APPLICABLE MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE n ONLY r Y,AL1 FINISH :SHALL BE LIMITED TO 105.0 sf. A.S.D. DESIGN PRESSURE BATING. SEE SHEET 19 FOR MAX i 'i SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE Cl) & A WORKING IN UNISON ,.._ ._._.... .._ 1 4"p TAPCON OR 1 LC 2 MIN L__ j 4"x8"(Alto., EXISTING —--_— . I t•N00 BEAT REQUIRED. EDGE ( APPLICABLE) ff _. II� _ T} _. _ ____ - - .� ......•.. °":' 710T1 STRUCTURAL ADECUACYO."''^_ TAPCON WITH ADVANCED _ .... v/READ/2CHNOLOGY 'Min.EPENETRA �..._._..... :. 1/4"0-20x3 t"S.S. NJC WOOD BEAM (IF ( OF THREADED AR TO / OF ExIST EAA _ I' PHILLIPS TRUSS HEAD TO BE CERTIFIED BY ;^ ExISNNG W'000 HF.1OcR. MACHINE SCREWS \�', - __— _ __ EXISTING WOOD Min.-' REGISTERED ENGINEER OR \% _ - _-._- (SEE SCHEDULE 0!J SHEET IS) E01;EO- I i .. •'• =..v I ;'!/ 1,4"-20 NUTS ARCHITECT PRIOR 70 --�.---�---: .._.... - _�_ .——f TRUSSES OR• 'c'lllt/1t111 t- -E0�6 12 O.C. SHUTTER INSTALLATION. /� /2 �^_-1 y 1 1 O C�REOUIFED Iy •� ••: --1�DR 1 St 1 j4'0 7A?CON OR TAPCON WITH ADVANCED EXISTING SOFFIT .1 I.*lttttttt It f _. 4 . • z 1 .257" THREADFOP.M TECHNOLOGY \� !Aaz. W 1 1/2"Min. PENETRATION IAov.THK I! )1 ( EO rEO 81 ax3/4' EOM E0� y _—__ I'x4'xl/8"COUT. ALUM.TUBE OF iMP.EADED AREA TO i SUA.S, - II (6063-T6 ALLOY)W/ I ' I � -OPTIONAL EXISTING WOOD HEPOcR. ' 'v (SEE SCHEDULE ON SHEET 75) ®6'O.C. I 11 Or 13 or '15 (3)5/16'0 LPG SCREWS TO ^!�+;" � —Q1 or 13 or 15 I .. ! EACH RAFTER OR TRUSS. _ I I Ij _ �l LOCATE LAG SCREWS AT j' MID'RIDTH OF EXISTING WOOD t L_EXISTING^I.IItJ 2'x4- 'I 1 MEMBER, (2"Min. NOMINAL E%ISTINC_P I --� ! I J HEADER REO'D I OPEN MOLE AT EACH CLASS PL LAIN. SEPARATION TO GLASS STUD TO ACCEPT I PENS) TI 2"Ain. SEE SCHEDULE ON SHEET 11 �� E%ISTING y PCREW ENETRATION A LID O THREADED P ( ) GVSS— I I >< AT CIENTER OF6"0 LAG TUBE.UBE. II INSTP.LLATIONS WTH 72ps1 ZEE. MAX.A.S.O. DESIGN LOAD ANC i i0(1755(s ) 1 EXISTING 1 V.Y.2"'iRA1f7:1 I 1 9'-D"MAX.SPAN.TFIS US HV WALL HEADER INSTALLATION SCHSLIP DN . GLASS—. RO C4 (sue NSTAL ATION IS ONLY'VALID 1 FOR acre QAV• - • SC ETxaE rn 9tE] ILL I N FOR t5'OGO vV/A11N.SPECIFIC rxl S•6.l Tg FOR 1�DR 1 It FOR BU^£,�,V(� GRAVITY OF 0.50 AS DODGLAS ETAffS T,.b fA+F0Z 19 rTq 4- -�__--... b � G �� FIR OF. SOUTHERN PINE No. i. E 611CCT A FOR TYPICAL SHURER ASSEMBLY ram,-��-�- �r0'V�' } 1 �R 1 OR EOUAL. 2-IdOU1BIlIC SECTIONS CAN BE COId81NED T IHV CEILING INSTALLATION 1 Ik D1IYWLY TO SUR AIN INSiAlIAT10`I. _ CU,jHV CEILING INSTALLATION to OR 1� m aAs>(Sz I I1II � ISTING \ 1tFOB�ON� I I SEPARATION SEPARATION TO G aA ' ON HE9FOu I(SEE SCHEDULE LASS ) ION SHEET I GLA55 (SEE SCHEDULE ON SHEET 11) 1 GLASS r LASS E% x ---V I I I t ALTERNATE I ANCHOR. I I 1 LOCATION -CLAS — \ I FINISH 1' I I 1 4` 3f9'NIN' IAOx.� ©" /B'wri,� WASHER HEAD CK -� j I I I DECK MIN IL- 11 F%ISTING I 0D 7 2"z6"haN,W000 - T a.c (HOPE FINISH IR ,,— DECK REOU RFD Alp _ _ - ALLO.! ) Lju=jLjr1 JI OR . _� r e 4) FINISH ALLO'. ) "- '_-'_.__'_\ _—- _ i .__ _ __ ![Ul11lU i 19 L II EDGE OF DECK-'--.--- - ---y'_ i "EO EO- EO-' :-1 /Z-f.._ - EDGE IF .`..._-._- IF EDGE APPLICAB EK IF APPLICABLE _ ___ .- Eb-= APPLICABLE ! 1/4"0 TAPCON OR `-Min.-L,-P'uLUPS TRUSS MEAD _ ' TA?CON WITH ADVANCED MACHINE SCRElYS -`----�---_=- - r! --- 1 fa-0 TAPCON OR TAPC.ON YATH ADVANCED 2"z4 CUI1(. THREADFORM TECHNOLOGY W/ 1/4"-20 NUTS f I THREAOFORM TECHNOLCGY W/ 1 1/2"•.In. '--2"NIA.---� --SILL PU'F �\ I/4"C TAPCON OR TAPCON WITH ADVANCED THREADFORht _. --..I W/ I I/Z"IVin. pEIIETRP.TION 12'O.C. 2'MIN. PENETRATION OF THREADED REQD •\ TECHNOLOGY W/ 1 1/2"Min.PENETRATION OF THREADED I : OF T-1RE,.OED AREA T0; AREA TO EXISTING Y/o0D HEADER..(SEE EXISTING WOOD HEADERI AREA.TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) SCHEDULE ON - ._......._.._ ...__ SHeiT 15) �-_, (SEE SCHEDULE ON SHEET IS) - r . SEE LLMIT'JON5054 FOR �l HV FLOOR INSTALLATION lX;HV WALK—OVER INSTALLATION_ - _ \V HV WALL SILL INSTALLATION Beer = 1 FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone, 9L51 y�" .... ��J•�� 52017 TILTECO•INC. 2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM AS Accordion Shutter System � RV. 0 ADE #1 w/OR w/o RV. 4NND0'N MADEw „, j r American Shutter Systems REV.N DcscRirTIO11 DATE DRAIN BY: LC. �n • -> �1� TILL)T TESTING do ENGINEERING COMPANY 6355 N 1.36th.St„Ste.'05.MPLIXA GaRDENS.:Lp?94 3316 Association, Inc. I OLD 15-085 7/27j1/ DATE: 07/27/17 ( Pnane:(305)871-1530.Fox:(305)871-1531 4268 Westroods Drive z DRAWING No ON ER-0006719' � West Palm Beach, FL 33407 -17 r� ONA L�;� t'tl WALTER A TILUT Jr.P.E. a - -17-1 07 FLORIDA Lic.1 44167 5 SFIEEI P.E. SEAL/SIGNATURE/DATE 6 17 OF 20 END INSTALLATIONS HV BLADE OR WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS 7 u1N..,,OD STUDS REW0. —..D S—S x uNWr1\ A ME-1.11 II pD 1/2-CD Wl TLNG CLASS A\ P TO MT 10 MSS ism FOR 13.0 'ol;'D.Ax q') r 'ADE-ON OV SET 11 FMD4��- 19 TO, 1 FOR Is 1�'Llwov.. S-W 19 FOR MAM eD.fb '.j- T"'E.. 1/2" /2 111. T M 0 —7 .S �l—MP M:T�01-11/2 .16 D.C. (T-1-.1) 4;, /V S.N.S.IpQa E AT ro — SEE DETAIL, DR, OR V.E C-1 l'SEE CURL X FOR OR f6v* r0 RUCKS SE..FTIr I F1 j TO TRIC95 let- 1_6)C7 33 (Z) fe 5) j 7� 9(7) -27-ia-87-0- (D-�D-Ct-os-C7 E�-@ C4 C7 (C-00'07-10- ENQ CONNECTION E)ETAIL(Z-) END CONNECTION DETAIL-09 END CONNECTION DETAI 1@ T END CONNECTION DETAI STUDS RCO'D. r,/."T'C�'--S "C." 5.11.5. ..C. PENE-TION 0'2-O. T. SEE 1MITATION10F USE FOR A U 3L4DL ON 1ET19 S,,CD 19 W, "J V FN F.PVEFI &I S49.9 FORt7 7 If2 S1103c �i C, OR 4A 9 R z Qb- view PLAN C_7' fg .;C DETAIL END CONNECTION DETAIL END CONNECTION DETAIL (121 i, FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone: 0'. ....... 12017 TILT EGG, [PIC (1;2017 EASTERN METAL SUPPLY, INC BERTHA HVT1'1 11LIEC 0 IN7ccordion Shutter System A.&S.A. H.V.FV MADE#1 W1 OR W10 N.V. WNDOW FADE \ TILLIT TESTING & ENGINEERING COMPANY l, American Shutter Systems 6p IEV.H� DESCRIPTION DATE DRAWN DY: L-C. --- , . 6555 N.W.36�.5'..S'..!OS,MRQIIIM GAqOZNS,FIMDA 23 CAS: 07/27/17 Association, Inc. 1 1$ ft— (305)871-1520.r..:(305)871-1531 4268 Westroods Orive 2 DRAWING No e- 0; West Palm Beach, FL 33407 -3 ES-OOC6719 17-107 AL WALTER A.TILUT t,.P.E. A P.E. SEAL/SIGNATURE/DATE FLORIDA U..#44167 1 SHEET 6 18 OF 20 rng-,3i, 6--6,°°'I2,1 41 • GENERAL LIMITATIONS AND CONDITIONS OF USE FOR BERTHA ) ACCORDION SHUTTE%rM WORKING IN 3v� I.MAX.A.S.D.DESIGN PRESSURE RATING.+710,- 710 p.s.l. 2.MAX.SHUTTER SPAN: 96' 3.ALLOWED MOUNTINGS:A.D.G&H 014 SHEETS 6,l;AS WELL AS MOUNTINGS M,0,T.U&W ON SHEETS 16& 17. y� I r a b ONLY CEN ERMATES 21 (BOTH W/FL4 OR 2 )ARE ALLOWED WITH 21 :?1on(�oa r+ ) - O6t2� 2 ARRMt ED IN A SYM Elk CAL OR OPPO ING LA`5/O,UT..IN CASE OF OPPO LNG YOUi.(/3.5 MUST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF t)w`a CENTERMATE. TYP.EA.END A A I f! F //e•��{ 5.(A)HV WINDOW BLADE 1@ SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS (3.0 HOLES)FOR 44 PER BLADE AT SPACINGS SHOWN ON SHEET 4. �4 1.4A%,5 WIHOOVIS a 1• (B)MIN.CLEARNJCE FRD�IA�TOP OR BOTTOM EDGE OF HV WINDOW BLADE 1A ALLOYJEU'Ai HV F tJ,�/ OF ANY 3"¢HOLE FOR 4 SHALL BE 12'. WINDDY7 BLADE ii�l c 'l.f• :'i G t (C)FIRST IR 91ADEL�BLADE COMING OUT FROM STARTERS AT ENDS MAY BE Hv VANDOW' (D)HV WINDOW BADE 1t MUST BE USED ALTERNATE TO A SOLID W BLADEn I THROUGHOUT SHUTTER'S WIDTH. �/�}) (E)CE}IjERMATES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID HV 0 BIATF_t AT EITHER SIDE Of THEM. SEE ENDB'K (F)POLYCAI2BONATE HV WINDOW!44 SHALL BE INSTALLED SOT TABS FACE 47: CONNECTION /•- r A _I BC_ THE INTERIOR OF THE OPENING BEING PROTECTED.HV WINDOW/y MUST BE UETAILS ON. SHEETS 1 A "g \a 1 la 1 1.1 ONLY INSTALLED AND LOCKED USING A Hv SETTING TOOL PROVIDED BY ASSA 10& 18 TIP. 3�$� �./ tG 0 INC. FULL HEIGHT.—'� 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME •� /� r�, BUILOWGS ON SHEET 15,AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES zTYP YP A4' o� A t &2 ABOVE). SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED L CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12& 13 AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). 5 )(SEE PUN FOR REOUIREIAENTS) t _ ! MINIMUM SEPARATION TO GLASS SCHEDULE.PER ASTM -1996: r� I B. M11Y TION E E D N Ci' TYP TOP&BOTTOM W —�)2- 41 Ca 6 •i]� WIND ZONE MINIMUM SEPARATION TO G1A55 ti IVIDTH---- I THRU 3 1- ELEVATIONMIN.SEPARATION TO GLASS EXISTING GLASS - - _ OR BLADE 25 ------------------._.- ----------i`"-------yam--------'----- --------------- SEE SCH.'<DUIE aJ SHEET 1I F 4 6. 4WD O'J iHIS 5�'EET i'f @.ADES'IJ& {{ P. TYP. SYMMETRICAL CENTERMATES'\21jte AND _ _ i rovrscs or:+)` w/oY33;(St NOTE 4 ABOVE) PLAN —'J— \ 21.1�h ; ! TYPICAL (1) HY BLADE WORKING IN UNISON WITH HV WINDOW BLADE (1A SHUTTER* _ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 11 4?�" ••"'•••"••~J/ ©2017 EASTERN METAL SUPPLY, INC. 45,y r�ai<.••. -. --G.2°0,7 TILTECG.INC. BERTHA HV TM ��\ G 11 E C 6 , A.S.S�A, Accordion Shutter System ?d H.V. BLADE#1 W/OR W/O H.V. WINDOW BLADE sg i ,( // 1++: �L f'r,' TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EV.No DESCRIPTION DATE ORAx•IJ BY: L.C. P 6355 u.w.361h.St,Ste.306,NRCINIA GAROFNS.FLCP:DA 7316 ASSOCIOtIOn, Inc. I OLD 15-OS5 7/27/1r DATE: 07/27/17 fir.''•. lna+n .. 'y4 t.` Phone:(305)871-1530.FeK:(305)871-1531 4268 Westroads Drive I ee�000eaia<�+>, West Palm Beach, FL 33407 3 DR 1V�NG 1No07 F WALTrP,A.TIL LIT it.P.E. 4 FLORIDA Lic.B 44,67 5 S14EET P.E. SEALISIGiJATt1RE,DASE 6 19 OF 20 W 6" , ,/2-x 0.035"THICK INSTALLATIONS -W/ CID HV BLADE & HV CENTERMATES 21 z.cpc'Nov. lW ASTM A ALV. GRAD-e CO Nin._Va41E5 __ _ _______ LGn.G-60 GALV.STEEL 2"Maz. �� METAL INTO a' ' a3b INTO METAL STUD WALLS * a `083" IT --- ----- ' Q 6,o.c. 4a a t * e a 3a 1/4"e NOMINAL r 1,2,. I --------- ,. 47s;- 38 GENERAL LIMITATIONS AN CONDITIONS U ALUMINUM SLEEVE 12 7 FOR BERTHA 1 HV BLADE ACCORDION SHUTTER 6063-T5 ALLOY L7 N'4-x 6 1/4'x 0.035-THICK MIn.I a-�G i•y,~a30 NT .III CONT.GALV,STEEL TPACK CHANNEL I Py 6'o,C.% 6"'o.c.^(__.-';I I ;J-1��,_ SYSTEM INSTALLATION TO META STUD WALLS ASTM A-657 STEM SO Min.G-�60 I SEPARATION TO GLASS SCHEDULE 3.Do0' INTE 2I12ED FASTENED TO SCRSTUEWS O r r II`.t ' 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psO Mc", W/(2)(6.1/2'TEK 6CRE�•I$ON i E%ISTING FINISH RJTERIOP,k EXTERIOR FACE i AS APPLICABLE 2. MAX. SHUTTER SPAN: 84" WINO ZONE MINIMUM MIN.SEPARATION } p ASTM E-1996 SEPARATION -!43o 1"N + t" EXISTING GLASS-, To GLASS -__,�!j 3. ALLOWED MOUNTING MS ON THIS SHEET. TO GLASS - - (SEE SCHEDULE) 1/4"0-20X3" BOLT 43b1 (TrP.) 4- OtdLYENTERMATE 21 WI 24 HV LOCK ARE ALLOWED 1 THRU 3 1 MUST PENETRAIE 43c 1" m WITH 21 ARRANGED A S METRICAL LAYOUT. n USE OF (2)(3-�)(6"LONG, MINIMUM) MUST ALWAYS BE 4 4" 1 3/4',G t/a'+0.035'THICK Min.l E%SNK(:FINISH I:. 1 INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF �CONT.GALV.STEEL TRACK CHANNEL,I 'LAS APPLICABLE , I,, I' CENTERMATE. I ASTIR A-653 GRADE 40 Min.G j GALVAN12ED FASTENED TO SNOS W/(2)0+1/2-TEK SCREWS ON •,INTERIOR k EXTERIOR FACE 1 ;B 6"D.C. 6 6"O.C. 1/4"0-20 THREADS Ut __ 1/2- ',\_ /38 ** BLADE SLACK DETAIL HVF IS ALSO VALID FOR 43c. 1/4"0 ELCO CONSTRUCTION ------ - 12 CENTERI4ATE 21)APPLICATION WITH BLADE 1O PRODUCTS FAB-LOK HD o t ,-� ...:I � 436, 1 1/2-x 0.035-THICK `✓ VARIES:'",'' ® 6' O.C. I.fin.ASTI.1 A.-fi5J GRADE aD ,.:...,,n1 COMPONENTS Min.G-60 GALV,STEEL i" METAL STUDS AT 16"O.C. Min.y't`;."'?,..'a MS WALL HEADER/SILL INSTALLATION _Ey.IsnNG FlNfSH AS hPPLICABLE SCALE: 3/6"= i" �1 (TYR. TOP k BOTTOhQ - - - 7 - - _--. _ _. ..__ - _ _i_- 3 3/4`x 6 T/4"x 0.035'THICK M;J . EXISTING GLASS ;� _ _ .COOT.GALV.STEEL TRACK CHANN1t_ -"�+ .s .....- -1-• - W ___ _ - - ET A A-653 GRADE 40 1:.rn.G-EO ' I SYMMETRYCAL I SYMMETRYCAL I ! I ��YAVANIZEC FASTENED TO s7ucs 430 4 5 4. I ' I ji T I.II14.SEPARATION VARIES I NTE IORehx 1XTERIOR FAE SCREW,0 1. CENTERMATES WI CENTERMATES W ' EXTERIOR ACCESS SIDE i^ (SEE SCHEDULE) LAD%. TERIOR ACCESS SIDE IN I ------- ------- ------ ---------------------- ------ ---- .---------- --- ----------------------- - ---------- _ - -- --- ---- ------- --- -------'- - - _________________________ _ L _ 102 -=--------------- --- --- --- ------ --- ------- 24 -------- - ---------- - ----------------- -- ---=------- --_-_- -- - - -- ----------=_ - --------- ---- -4 -'-'-'--' '-'----._._._.-_ -'-'--' '-'--'---'-' ------- ------ --------- --- -- - -- _--- - ------------ -- --- -----= --------- _ -=----- - - ____ _ _ --- ` J __ __- ________ ____-- I \` 1 \/ CATFD AT 1 2 I _ ____ _________ __ __ ______ -_-__ J - I I i I � f L ' ----_ \ -------------- - j H` HE D-R/SlL DDS VIEW J �35)(6..Min.) ` 24 ----- W Y 3 1/4"(T,,,)- 'I, I SIDE CONNECTION TO TRACK___ --6 1/2"(TYP•)—...-.--..—.._-7•��---__-_- -. 7^_. .-_ 6 1 2'f6AX.S4ACK (Cont.) HVA HVB BLADE SLACK DETAIL HVF HVC FLORIDA BUILDING CODE(Ron High Velocity Hurricane Zone. SJ tiT p-. y°.�: 1l���r.•aY e2017 TILTECO,INC. 2017 EASTERN METAL SUPPLY, INC. t'1'�y' 1S;1�i�S•. �.��:. A.�.S.A■ BERTHA HVTM i 1. E C O �T. Accordion Shutter System ' <y H.V. BLADE#1 W/OR W/0 H.V. WINDOW BADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems Y EV.N DESCRIPTION GATE DRAWN BY: L.C. O.JTAIr ti 6755 11.1 36tn.St..Ste.:A5.NRGNIA GARDtTIS.FL R-3J16 Association Inc. t CLD 1$-08$ 7/27ft1 DATE: O7/27fi7 '4 Pnene (305)87/-1530.Fax T(305)871-153i 4268 Wectroads Drive 2 a mail:r:Ncceoeel.ccm West Palm beech, FL 33407 DRAWING No a 17-1 O7 4�'T - .,,gy�ti•,e WALTER A.TILLIT J. P.E. 4 FLORIDA Lie.A 44167 g P.E. SEkliAl<JkE%DATE 6 SHEET OF 20 r 14.