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HomeMy WebLinkAboutProduct Approval 1/13/2020 Florida Building Code Online 1 1 i3 BCIS Home Login ' User Registration Hot Topics Submit Surcharge i Stats&Facts I Publications Contact Us BCIS Site Map I Links Search ;- blolida %r 1 All Product Approval .I 4.a USER:Public User,�iv 1 r Product pproval Menu>Product or Application Search>Application List>Application Detail a z Rol FL389-R9 Application Type Revision Code Version 2017 Application Status Approved --- 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 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 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 https://fioridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UC8%3d 1/3 1/13/2020 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summary of Products —----- — FL# Model, Number or NameDescription 389.1 Bertha HV Accordion Shutter- Blade Extruded aluminum interlocking blades retained by tracks(top 3 (Non HVHZ)-Drwg 17-108 and bottom)for storm protection Limits-of-Use _._._ _ =_-_ Installation"In§fructions-- u _ Approved for use in HVHZ: No FL389 R9 II AMERICAN SHUTTER SYSTEMS DRAWING 17- Approved for use outside HVHZ:Yes 1108 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 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 E 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. ---....._...... __ .—...- i 389.2 1 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 .. .._ -- ..............._......_......1__...__.._._.._....__......._............._..._................_........_.._........................._..-----........_....__......_.._..--..-._._�--__.._.._._._.._....._...._.._—._..__...__._.......................... ------..........._---- 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 Created by Independent Third Party: Yes negative ASD load depending on centermates and locking rod Evaluation Reports configuration for the HV1 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 HVSA 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. _............. _._...............- .--------........---- --..................--- --- i 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 i FL389 R9 II AMERICAN SHUTTER SYSTEMS ASSOC.,INC. Approved for use outside HVHZ:Yes DRAWING 17-106 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes I 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 for I Created by Independent Third Party: Yes Blade 1 and 18'-0"for Blade 2. See schedules on sheet 12, 25 Evaluation Reports and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC., INC. DRAWING 17-106 PRODUCT EVALUATION REPORT PDF Created by Independent Third Party: Yes da�:i< Naxk Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copydight 2007-2013 State of Florida.:: rivacy 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: grfu�tl: . httnc-//flnrirlahid1r1inn nrn/nr/nr Rnn rltl acnv7naram-wr F-\/Xf1,niton\/VVHH9u.luvF4AA,n,cY ir.Otr)YC)enPt.AVK71 Ir Ro/Zrf 7/4 1/13/2020 Florida Building Code Online Credit Card Safe httnc•//flnridAhiiilriinn nrn/nr/nr ann rill acnv9narnm=w(,F\/Ynwtr)nvYYHH9v.Ivv.ri3MwcXri(:OtnyncnPMYK71)r:R%3r1 3/3 ldtNERAL NOTES: 111 1. BERTHA N.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 WINO LOADS SHALL BE DETERMINED AS PER SECTIO N 1 1 1 620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE NSTALLEO%MI A DIRECTIONALITY FACTOR K0=0.85,USIkGM ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A.S.D:)DESIGN PRESSURE:RATINGS INDICATED ON SHEETS 11 THRU 15. 19& 20. IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE OESICNWTNO LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA 1., HV BLADES(1)& BY MULTIPLYING THEM By 0.6 IN ORDERTO COMPARE THESE W/-MAX.(A-S.0)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19 &20. GENERAL NOTES SHEET I aN ORDER To VERIFY THAT COMPONENTS AND ANCHORS ON THIS P1.0-AS TESTED,WERE NOT OVER STRESSED,A 33 7 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS=USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CO-1.50 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION'SHUTTER SYSTEM'S ADEQUACY FOR IWIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: li TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE &WINDOW DETAIL -HV BLADED.00214.01-03,10715.01-03,01004.01-05,.01214.01-05, M OI-05.,#1214.01-05.#0317.62-06,#06GII-10 AND 00210.01-11 AS PER TAS-201,TAS=202 AND TAS-203 PROTOCOLS AND ASTM E-1885 AREA 2- HV BLADE(T)AND HV WINDOW BLADE 0A AND&-1996 TANDARDS(MISSILE LEVEL 0, WIND ZONES 1,1;1&3)& 01220.01-10 AS PER TAB 201,203&203 PROTOCOLS LARGE MISSILE. (WHERE - -KV WINDOW BLADE 9 10505.01-08 AS PER ASTM E-ISE16 AND E-1996 (MISSILE LEVEL D,WIND ZONES 1, 2, 3) BASIC PROTECTION ONLY AND 1 0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-P,CONCRETE/BLOCK SHEET 6 2. HV SLADE(D AND HV WINDOW BLADE (9 ARE ENGINEERED TOIWORK 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 N.V.ACCORDION PINS(HV SCREVIS),USED AT BLADES.,jKNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 1¢14x2.75"AND 014x1.75"RESPECTIVELY, 410-KT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS MEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND,180 k,;TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA W DACROSHIELD COATING SYSTEM AS VANUFACTUREO BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER jSYjSTEMS ASSOCIATION.PINS MUST BEAR THE HY MARKING ON THEIR HEAD. AL ND CONNECTION -6, 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 'LOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 5063-T6 ALLOY IS 30.0 k.1 AND 35,7 k.i FOR E, C DETAILS I CONCRETE/BLOCK SHEET 10 6005-T5 ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES;IDR CORROSION RESISTANT COATED CARSON 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. '1 1 ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 14 6. BOLTS TO BE ASN A-307 GALVANIZED STEEL,OR AISI 304'OR!316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET, 15 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADED; 12.13,14.15 AND 20 INSTALLA11ON DETAILS M-R, WOOD SHEET Is INSTALLATION DETAILS S-X, WOOD SHEET 17 HV BLADE 01 &9 WORKING IN UNISON: 12, 13& 15 END CONNECTION DETAILS 7-12 &X.WOOD SHEET 18 a.THIS BERTHA N.V.ACCORDION SHUTTER SYSTEM BEARS A U.S. PA— A 06-779,582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.,.PATENT#5'455,179 ISSUED TO STERN METAL SUPPLY.INC. AREA 3: HV WINDOW BLADE (1 A 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 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 PLAGE;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 MV AND HO LOCKS.- AREA 4: HV 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 INSTALLAPON DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING: LABELING TO COMPLY WITH SECTION 170S,9,2 OF THE FLORIDA BUILDING CODE. 12. BERTHA N.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PRJVIDEO BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. i 13. (.)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND;OOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT.i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY Of THIS PRODUCT, BASED ON THIS P.E.D..PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION!SAFETY AT SITE is THE CONTRACTOR'S RESPONSIBILITY. 1 .1! 1 (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY:MEANS. OBTAIN PERMITS IN THE STATE OF FLORIDA (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT,"ICH 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.ENGINEERIO F RECORD,ACTING AS A DELEGATED SNOT TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. I 111 (a)ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL A4jq?D SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT, FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone" is,I 02017 TILTECO.INC. 02017 EASTERN METAL SUPPLY, INC. 4� BERTHA HVfTM AS $ AAccordion Shutter System 71 -TiL Ec o , , , . KV. RADE#1 W OR W/O RV. W11470W aA[X American Shutter Systems REV.tic DESCRIPTION DATE DRAWN BY: LC. TtLLiT TESTING.& ENGINEERING COMPANY IT z 0355-V,36th.SL.Ste.305.WRMNIA GkRODIS.PLC�33164 Association, Inc. I OLD 15-085 97/27/17DATE: 07/27/T7 4268 Westroads Drive 2 Ph*,, (305)871-1530.F..i(30S)871-)531 _.a:tat...O..,.._ West Palm Beach, FL 33407 DRAWING'No ............ E-0006719 1 WALTER A.TILLIT Jr.P.E. i FLORIDA Lia.®4-0167 5 P.E. t�SI&06E/DATE SHEET 3,.MA_w#E,.;:E VARIES tn CMP 4r, j -/180' STARTER (13 HV SOLID BLADN 1 )HV UNIVERSAL FLOATER HV 90 COV US PAY-- &-3f58179 QUALIFIED EOR USE W/ ,L. QUALIFIED FOR USE W/ HV BLADE01,11 DE 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W/ 6063- CMPER jA HV WINDOW BLADE- 0�)IJV DIRECT MOUNT BLADE, LIMITATIONS OF USE OF BLADE @ ON SHEET 19 : 'ig& 606 - A TEMPER :124*- 6063-TS ALLOY AND TEMPER 3,226' 1.5ce, .085 A' 670* I 2.670" 3.556- (rYP-) 670" 2.226* 842,i 4.897' 2.092" ......... C7)0 ADJ 5..6-LNZLIP --v' 125;H .375* 3.775- 1 j;QUALIFIED FOR USE W .920/ HV HV WALK—OVER TRACK BLADE (�)HV ADJ. FLOOR TRACK 6063-Tfi ALLOY AND TEMPER C11 QUALIFIED FOR USE W1 HV C9 HV.TRENCH TRACKX955` 3.750" QUALIFIED FOR USE W/ HV 6065-T6 BLADE rl'� QUALIFIED FOR USE W/ HV HV RAINGLIARD ALLOY TEMPER BLADE iia ONLY. BLADE IS 6063-T6 ALLOY AND TEMPER DUALIFIED FOR USE V11 HV -T6 ALLOY Q 6063 0 TEMPER BLADE M... VARIES 1.935' 6063-T6 ALLOY A TEt4PER .093' 093* 100 F '.; A, .1s25' a- -060w, 1670 1 0 0 -R. of ni 6`F3 i a 670" 1 1.685- 6-1, HV CEILING HEADER C12 HY HEADER/SI LL r13;.H D CEILING HEADERAIL OMLIFIED FOR USE W/ HV BLADE W ONLY, QUALIFIED FOR T USE H%1 BLADE f )ONLY UAUFIED FOR USE W/ HV BLAD WALL H_ SILL �j 6063- 6 ALN AND TEMPER'- SEE SECTIONS FOR VALIDITY'' Q�z nTIONS FO 7 1 DF�R USE�111 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER 8, _ 6053-T6 ALLOY AND TEMPER COMPONENT A 1 9 T1 T2 i x Y t 2" 1 2* i0-125 107 i 2' 5'MAX. 1/6" I 1/8- I 3. joxqo" 'D 2- 5-MAX.1 0.192-10.192- C19) 1 2.5- 7-MAXA 0.1900 0.190- (?0! CORNER POSTS ALIFIED FOR USE W/ j' LU M ANLL QUALIFIED FOR BLADEUSE %V/ HV LADE+ =4UALtFIEO FOR USE Wj HV 8083-T6 ALLOY AND TEMPER I j BIADE V ONLY ,� 5'Max.j T 0.739* 0.731" 5063-76 ALLOY A14D TEMPER FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' A. 7y '0-- 02017 TILTECO,INC. Q2017 EASTERN METAL SUPPLY, INC. .......... �,\z ENS`% A BERTHA HVTM Accordion Shutter System A.' l ITL�EC4 �N�. .S.&A. H.V. BLADE#1 W1 OR W/O H.V.WINDOW SLAM American Shutter Systems DATE Lc, REV.N. DESCRIPnON DRAW"Sr. TILUT TESTING ENGINEERING COMPANY Association,. Inc, I OL 7 DAIT. 07/27/17 %.SW.X5.""GRA WCENS, LCRCA 3316C TATE()F, Gas.,—is 4268 Westroo(�s Drive 2 Ph— 05)871-1530 DRAWING No -0: West Palm Beach, Fl. 33407 F3 AID EB-0006719 ......... lvLTER X.TILLY J`P.E. 4 17-107 70 NS FLORIDA U.. "I 7 5 SHEET • 6 P.?��%, 6 2 OF 20 2 =0 ENA:EL 20 7 2.29 PMED;XNrE0 1/4-20 READED ' D,E CAST MCKISWC ENAMEL S TN 8 t f jeANCD PxNtCD DAM T 6 .062, KNOB. 8R`SS CY1. GRASS C, .4 NDER GRASS CYLINDER o E 0,HOME (CNRa.0 I.ATED) YS Z PUTED) HV CENTERM&E .4 HV LOCK OUALIFIEd" OR USE W1 HV BLADE JAI ONLY HV FLOATING CENTERMAI�' �g HV EGRESS LOCK 6 3-T6 ALLOY AND TEM DUA001ED FOR USE W/ HV BLADE U1 &UA ONLY • L��7 QUALIFIED FOR USE %'// HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER BY CORNER CENa TERME BLADE;,D, & @1 ON,'Ly. BLADE 10& ONLY. &IFIED FOR USE W/ HV BLADEi_11ONLY 250.O.D. 2.874' �518: 6065-T6 ALLOY AND TEMPER .515- PLAS - EA To — ED Eo� 1.04 .32 tL SCR W 2.079* 1.75r 'ol Lr.36O-,AFTER RIVETIN-G " : BEFORE RAJETING / – 20 x 3/4" S.S. THUMBSCREW :2 pi I 4 0 19 – 1/4-0-20 RIVNUT* *SER.GS1 9"A HUMNM(2 -T2 ALLOY)LARGE RANGE THN SHEET r 1 Can, AS ED Gy AK`EL -LAN FRONT EL&APCN HV MALE 'T" LOCK CENTERMATE CHE TWOAN.PAASPPENY,NEW JERSEY 70 OR ECUAL LAD -'ONLY -T9 H V FEMALE "T" H "T" LOC – LOCKER FOR -T" LOCK CENTERMATE QUALIFIED FOR USE IN/ HV 8 Erl K 96 Y ALTERNATIVE LOCK 6063-T6,ALLOY AND TEMPER QUALIFIED FOR USE OUAILIFIED FOR USE W/ HV OUAUFIED FOR USE W/ HV BLADE(OONLY QUALIFIED FOR USE W1 HV BLADE ONLY WC1 I ONLY. 6063-r6 AL -ONLY. BLADE 063-T6 ALLOY AND TEMPER HV BLADE C1, 6 �4 2 -T.U?.,-TUR.. N C._ CYLINDER OR KEY CrjNDER .214 GrI 'Ct .545' 0.8-,5-;An, % .125"1,4- L HD CENTERMATE W/ NO LPCKING ROD .405 HO CENTERMATE W/ OCKING 80 QUALIFIED FOR USE W/ HV BLADE(L)& 0 QUALIFIED FOR USE W1 HV BLADE iLk, UAI _A F 6063-T6 ALLOY AND TEMPER HD CENTERMATE304,; 4 6063-T6 ALLOY AND TEMPER 'S INSERT I — VARIES. 12'MIN. QUALIFIED FOR USE W/ H%1 BLADE(j)&61�r 1l6-a-t6 7.730' 6063-T6 ALLOY AND TEMPER T/'-20 S,S�OR i-THUMBTURN CYLINDER *1/2- 0 OR KEY 15. CYLINDER 11.57 hfln. LOCKING ROD A 1"4-0 Ll a do A' w j 'E E 3 I L-37 �:4) HD LOCK 0 LIFIED FOR USE W/ HV DE 071 HV 1/4" 0-^20 AISI 304 BY RECENT HARDWARE IVOPTISE LOCKS SERIES 2333 HOOK BOLT LOCK. 0163-16 ALLOY R HV 3Z8"0-16 ACETAL HOLE Z� ii'WSTAL L REQUIRE A 7116 THUMBSCREWS '�iRIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE 01 & 3DA D D ILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR -,g j­lV E(_j) QUALIFIED FOR USE V11 HV BLADE-U) FLORIDA BUILD! CODE(Non High Velocity Hurricane Zone' Z2017 TILTECC,INC. (9)2017 EASTERN METAL SUPPLY, INC, % EN BERTHAHVT. Accordion.Shutter Svstem -7L1 7EC70 i N Acc 1 /771 A.&SAIIIIII RV. &ADE #1 W/OR W/o H.V.WI-ow BLADE American Shutter Systems REV.N. DESCRIPTION DATE DRAWN BY: LC. TILUT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-085 07/27/17 DATE.:_07/27/17 STA-rE OF * 1 4268 Westroods Drive 635�5 N.M'67 SL.St..-'M.MC-CARODNS.PLCMDA 3318f Ph- (335)871-1531 2 —DRAWING No West Palm Beach, FL 33407 ......... EB Ito LTER A.TILLS Jc,R.E. FLORMALI.�# 67 SHEET P.E. R DATE 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV (D HV A 3/8"o 12. MIN.CLE'rS WCE I To BELIADGEE ` .1875-FLZ .0625' O HV BLADE 1 a H%'WNCOW BLADE .0525- 62 aid -Y HIV BLADE to HV LONG RECESSED NYLON BUSHING BLADVS .1 7 I(NUCKLE '4' G625-, 1875 Y Vo- (TYP) 0.062_5- T RECESSED NYLON BUSHING HV SHORT 3 , RIJ60 HV NYLON HAT WASHER (D OR _rLA, PaRroN3 50" 41 w o. x x HV WHEEL CARRIAGE AISI 302-303 SERIES 44 2.870"x3/16" THICK NYLON WHEEL. 2 7/8-MIN Kv VANDow 0.188"2 AISI 302 SERIES S.S. RIVETS it SFPARAtION 0:3..Oo 3.7500" '0625 -�I0625 HV 1 3/4" ACCORDION PIN W1 #8 HEAD EXTERIOR Ll!.1 OPENINGSLADE S 5'3/4- ON CENTERS500 C, - @ HV 2 3/4- ACCORDION PIN W/ rga HEAD41 1:2-1/4" CLEAR i POLYCARBONATE IMPACT RESISTANT HV WINDOW SETWEPl TYPICAL HV WINDOW BLADEAND T'�-s 1 g, POLYCARBONATE HV WINDOW -DETAIL I f 3 (D OR or @ 09 & EEEUNOTE FOR GJREMENTS) (D OR (9 POLYCARBONATE IMPACT RFSISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE 12"MIN.CLEAR2qCE RESINS, UV-STABILIZED GRADE OR SABIC HY PJN REQUIREMENTS AT EXTE E FORx I I TO BLADE 5077)?j INNOVATIVE PLASTIC LEXAN 103 RESIN HV Q1 (SEE NOTE "F- ON SHEET 19). HV ()0R o (1) HV PIN SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM, W/ Hy(DOR POLYCARBONATE SOURCES FOR EXTERIOR APFUCIASUE REWLT HV (9 BLADE. ASSEMBLY ICAL SHUTTER ASSE ,.pS. mm pftpEg= 3T91-RO kj Hv AT RtrCF0= wrap.tsma (2) HV PIN (g MAY BE USED IN UELI OF 4)AND ONLY AT Tpli PINOR OR BLADE'SI(.KNUCKLE.EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D 00,324-, NOTE FOR 41.0192 0.ta3 TALLATION "11". SHEET 7. BLADE WHEN CORRESPONDING TO INS (�3 wr (SEE REQUIREMENTS) .048�:]I— ' t ry?. 11 FUIXtIM Mz�H AT M) 12.5.V (3) HV PIN @ OR @ W1 1/2" O.D. 1/16" THICK S.S. WASHER i.' FUDIUPIL MCDI4 S AS'..0790 340.COO-A. 343=* SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, -QiVlEO IZOO ATW 0211A .3 - 17 FYti„ SHEET CC) TIP wo, DEWSm ASDA 028 .7.2 7 64.5 n uAz WHEEL CARRIAGE DETAIL 43 PAT or ehc Aw ­ C,CUSS OS35 CCU'SS CCCUSS�EMBLY LAYOUT � SCS ASIV 01929 low Sao T WSIKINDI AShA 0133 �. 0 SrRDIrs�.OR Amf:6 S=...J 88.0'.i' 1 ...1 1 (-1) HV BLADE -SOLID A QA HV WINDOW BLADE DETAILS Terse IMSS Z:F--.RE 411 8411 1e30 N.T.S. if; 1Lf FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, 62017 nLtECO.INC. ©2017 EASTERN MEfAL SUPPLY, INC. BERTHAHV,I.4 Accordion Shutter System 7 /VE C 0 umc. A,S,S,A. H.V. BLADE#1 W/OR WAO H.V. WINDOW MADE TILUT TE American Shutter Systems REV.N� DESCRIPTION DATE DRAWN BY. L.C. TING & ENGINEERING COMPANY Association, Inc OLD 15-085 07/27/17 DATE: 07/27/17 j 6356 R.W._16� _ _"m J SR.S�=5�wqm. Ph-, (205)871-153 .F..:(205)871-1531 4268 Westroods Drive 2 %...... W'kll ._-Ii West Palm Beach, FL 33407 3 DRAWING No NAL YJALTEit'I'0006712 17-107 MLUT Sr.P.E. FLORIDA U..If 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 4 OF 20 *NOTES ON HV LOCKS AND CENTERMATES: A q_9•69} 1. MANDATORY CONDMON IL- ONE F SHUTTER SPAN FOR ANY SPAN OR IV ABOVE ORB or Y2MAOYF SHUTTER SPAN FOR SPANS UP TO 105', AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK 5 E USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO:Lp OR cz. Is- HV LOCK qR SHALL BE USED AT 1/2 0 I n CENTERmkTES W/M 1/4'0-TO x I/V LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION, 2. OPTIONAL CONDITION #1 IF DESIRED. FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO Hv LOCKS 24 ,V OR QS MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES(2_i, OR.9(,SHAt.L BE AS INDICATED ON NOTE (1)ABOVE. L N OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. H: F 3. CONDMON #2 OMUD ONLY WHEN MANPAM CONDITION #1 12 H-V. LOCKS), LOCKING RODS O� ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY 4 E USED M TO ENHANCE SHUTTER PERF'ORMANCE. LOCKING RODS C13 OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 2T LOCK-Z#gv SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION, KV LOCK t2 or 2_5 SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK. ATTACHED TO 23 CORNER CENILKMATt W/(2) 1/4 0-20 x 1/2-LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS-g Noe-vl: AT Top& BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MA)aMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. ST ALTERNATE TO]MANDATORY QQNIDITION At I X:8 W/SYMMETRICAL CENTERMATES ft 12 ALTERNATE KV LOCK MAY BE USEQ-IN UEU OF HV LOCK 9 Aq4 or 240 FOR ANY SPAN AND i"AT ANY ELEVATION.AL ERNATE LOCK 126 MAY BE USED AS INSIDE R OUTSIDE LOCK.ATTACHMENT 33 i x4VD OF 1/4'0-20x3/4-B.S. THUMBSCREW TO @ OR��CENTERMATES SHALL BE MADE Ill 1/4'0-2Ox3/4-ALUM. 9 RIVNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. t!g 2b SHALL BE SPM FOR - ONE HV LOCK�b or 2 Fo SPAN INSTALIATIONS USED AT 1/2 OF SHUTTER OR 12-ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP -�&.1-;L 0 AS INSIDE 0 TO 96',AND FOR INSTALLATIONS AT ANY ELFvAnoti.HV LOCK q1 MAY BE USE AN N BE R I Ul II OUTSIDE LOCK, ATTACHED TO @ or g SYMMETRICAL CENTERMATES W1 (2) 1/4'-20 x 1/2" LONG FLAT HEAD S.S. SEE ENO--' I 1';1 5. M,S, LOCATICN OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 3S�W/3@CONNECTION OR:5_A TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON D I SHEETS 10 & 18 TYP. FULL *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT, t OF CORNER 1, SECOND ALTERNATE TO RAWM=CONDITION it VALID ONLY FOR HV*r TOCK AND CF CENTFRMArE ONE ALTERNATE HV 'T' LOCK�!q MAY BE INSTALLED IN LIEU OF HV LOCKS C4 OR*S FOR ANY SPAN AND T�. ON AT ANY ELEVATION. ALTERNATE LOCK--f0_MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF LOCK 6 -p , AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE p INCLUDES USING REINFORCING LOCKER o, W/ 1/4'0-20 . 1 1/2" LONG S.S. THREADED BOLT W/ 7/8"0 3/32" 5, C17) tfj CONNECTED TO CENTERMATES @ AND-�5 CIO �1 VANGNUT OR W/ 1/410-20XI'S.S.M.S. INTO A 1/40. 5/8'RIVNUT�fTC.;K MAY BE INSTALLED AT MIDSPAN OR 12' AN � - MAXIMUM ABOVE D BELOW IDSPAN. USE OF TWO LOCKING ROOS P AND BOTOM IS MANDATORY. 6 ,2 @ (s).(8) 09)-hC31-;DI-(C!�-'gi-CA) *bOaNSLOEWTIFRMATES- 1. W/1,-31 : ONE ALTER14ATE HD LOCK(14 MAYBE USED IN UEU or TYPICAL s 1) HV BLADE SHUTTER ELEVATION W LOCKS(Z4 OR rS FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK g,MAY BE USED AS INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HO LOCK&TO CS-IS W/3#8 x .3/8-F.H.S.S,M.S_AND INCLUDES Isl T,S. AN REINFORCEMENT INSERT 4 AS SHOWN ON SECTIONS HOB-WAND HOC-HVC,SHEET 10.LOCK MAY BE INSTALLED,AT M16SPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS 65I IS COMPLETELY OPTICNAL. FLORIDA BUILDING CODE(Non High VelocityHu17'C—C1,e--z-one; - 02017 TILTE-CO.INC. 02017 EASTERN KiETAL SUPPLY, INC. N. BERTHA HVTIA Accordion Shutter System r7i i�TN�'c�6-`,m 7 A.S.S.A. RV. MADE#1 W1 CR W/O H.V. VANDOW RADE American Shutter Systems qcv.m DESCRIPTION OAT -a.. ILLIT TESTING & ENGINEERING COMPANY DRAF By. TE Z T Association, Inc. I OLD 15-085 07/27E/I 7 mm 07/27/17 j 63�—.ich.SL.$1..105.1 n—Wo�s.FLOW.=0 L PI, (365)871-1530.ra.;(305)871-1531 4268 Westroads Drive 2 DRAWING No West Palm Beach, FL 33407 3 —ol:UItec00oo*.cqm 7 E-0006719 4 17-10 70NAL0 Eft TILUT J'RE. FLOROA C..0 4-1 67 5 SHEET RE. SC�S"GwU"R'E/DATE 5. 5 OF 20 :-CONCRETE ANCHORS POURED CONCRETE -7 POURED OR CONCRETE BLOCK POURED-� CONCRETE- i (SEE SCIIEOULE ON REQUIRED i t ja•o-20.3;a'S.S. CONCRETE ' REQUIRED 1 ��EET t3) -- -- I- CONCRETE ANCHORS ' MACHINE SCREVIS REQUIREQ ` --°, -•- FOR {SEE SCHEDULE ON VI/ Ij4•-20 r_.CONCRETE ANCHORS / ` - ? �T a R AtLYSTGHE(SEE M.=V.©ON SHEET 7) ! / St ET 13) NUTS¢ 12.O.C. (SEE SCHEDULE ON SHEET 13) -IT eRiY 4r 1- f'M;n. _1/a'a-20x3!+'S.S. EQ EO-, MACHINE SCRE'NS EOi-EO-J T USING 1/4"-20 NUTS _-_ 19 1 I c 12-D.C. E.6 250"Max. - -� ^ 13 oa !5 t j 103 3 oR 15 r f r•v - a 1 .250" E. Q.* r' rr I E O P I r-250"Mox. ' L_I -QPTIOFIAL �-OPTIONAL I I i i I MSL SLPAWIDN t I to U6't6DML ON SrtET • t; i MIN. SEPARATION TQ GLFSS I i° Y 11 F'SH ET1.MESLAW Y 10R f��AI I E)STINC-4---(SEE S0-CDULE ON SH EE1 ttI GLASS i E%OSTItrIt3AR5"0.Q I I MIN.SEP GLASS Y r' EXISTYI r- HEDULE CN„Sk! y G S--; jL_ ')HV WALL HEADER INSTALLATION 'A HY WALL HEADER INSTALLATION lr '� til r HV WALL HEADER INSTA LATION + EY TONE EXISTING �'- '— v MIN.SEPARATION TO CLASS r GLASS_. � r OR ,\�� '"�*•'� ' (SEE SCHEDULE ON SHEET II)- Ir V- i to GABS(SEE I MIN.SEPARATION TO GLASS EXISTING �IS� A„p $EE$CHEOUEE GN SHEE7 71} GAS�12"Ui ��V ItEXISTINGOPTtOFtAL DLASc ` r allil !fb"Max. I i E 0 ;�-OPTIONAL Y 3 ac 15 E. D_. Y I I r 1 I I' E0-S Y'I X1/2 ` -_ -{2)01!14' j j_- - -- 1/4'0-20,3/4'S.S. / J L.EQ�rO� PHLL!S TRUSS HEAD tf+'c-20x3fa'S.S. PHt_uP5 MACHINE SCREWS USING - CONCRETE ANCtIOR5 �,TRUSS HEAD MACHINE SCREWS ----.f- - \ RETE ANCHORS I' 1/4`-20 NUTS 4 12"O.C. .� ( W/ 1/4`-2C NUTS 9 i_"O.C. (SEE SCHEDULE ON ( SZHc u SHEET 13) Min. POURED CONCRETE- SHEET 13) POURED CONCRETE On CONCRETE BLOCK OR CONCRc'Tc BLD -----`:•---/^'- `irnr+rRcr ANCHORS REQUIRED WALL REQUIRED '"' D, HV WALL SILL INSTAL a (SEE 5CH DULcHV WALL SILL INSTALLATION POURED CONCR - SHEET tt} OR CONCRETE BL CKy WALL REQUIRED (E) HV WALL SILL INSTALLATI t,TQTE FOR CCIARWATION OF s CTzM ', INSTALLATION DETAILS W/ 1- SEE SHEET a FOR TYPIC&SHUTTER + L !� ASSEMBLY E 0. =EDGE�OISTANCE i SEE LIMITAT3G7NS OF USE FOR Lj\/ 2-MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) ELADE•�ON SHEET IS T,I j H Y BLADE IN ANY WAY TO SUIT ANY WSTALLATIOIN, tt+ FLORIDA BUILDING CODE(Nun High Velocity Hurricane tone; I RY .. • �(r''"' 02017 TILTECO:INC. 02017 EASTERN METAL SUPPLY, INC. . BERTHA HVTM Accordion Shutter Sy stem41 Ti MiqA.A.S.S.A. H.V. BLADE#1 W/OR W/0 H.V. WINDOW BLADE • $ TILUT TESTING & ENGINEERING COMPANY American Shutter Systems REVm.No DESCRIPTION DATE DRAWN BY: LC. ,.�.•'•-•( • Al Bass N.W.36M SL.Sl..03.NRLINIA CARDEiS,RORd 336 Association, Inc. 1 OLD 15-085 7/27/1GATE: 07/27/17 {'z ,,.. �� r Phone:(305)871-5 530.Fax 1 1305)871-i53i G2&B Westroads t)fiva 2 DRAWING No p p Iry L1 R{�C1�,d a-mote t7teeoOmLwm West Palm Beach, FL 33407 3 �'•!„V/T•Ity,��L`' ,rt EB-00087t5 + 17-107 i' fR'•r+ir rI<rlrr" WALTER A.'RIUT Jr.P.E. FLOR:OA Uo.6 44167 5 SHEET P.E- SEAL/SIGNATURE/DATE 6 $ OF 20 �a r' POURED CONCRETE ANCHORS Wx SOMRAWN SEIA�T.. COYIIET�E (SEE SCHEDULE ON SHEET 13) to auss ISM OR EXISTING Tc GtASS RE IN GLASS--? -ow Sk'"I') SLAB IF at SIM 19 E.0.#= APPLTCASLE EXGLASStSTNG-"' aDM(D a A EXISTING I CH F77 EQ� AN GLASS- OCATI #10.3/4'HEX WASHER HEAD Ul OR 1.5 CRIS 3/ TEK SCREWS a 12-O.C. EDGE OF CONCRETE ANCHORS -SLAB F 3/8 APPLICABLE (SEE SCHEDULE ON SHEET 11) EGJ XEQ L_j�j ECCE OF SAS IF DY APPLICABLE 12 IF /2 EDGE CF EXISTING EDGE GF GLASS— SLAB APPLICABLE SLAB IF APPLICABLE POURED- FLAT HEAD CONCRETE ANCHORS D.* CONCRETE _z- C.C.TE� POURED-Z REQUIRED (SEE SCHEDULE ON SHIES d7A', C REQUIRED 10 R FLAT READ CONCRETE ANCHORS Arm i tai I F_� -Q)ORS CONCRETE REQUIRED (SEE SCHEDULE ON SHEET 14) Ll 11, TRENCH INSTALLATION VALID ONLY FOR UP TO 70, -75 PSF A.S.D. CPHY WALK—OVER INSTALLATION DESIGN PRESSURE RATING FOR SPANS PER 4 BY CEILING INSTALUTION BY FLOOR INSTALLATION t SCHEDULE #3. SHEET 11 A CONCRETE ANCHORS (SEE SCHEDULE CN SHEET IS) t/4'0 aw OVALE(TAPMV W/ MAX A2111=D'READMR., EXISTfu TECKf4LOGY OR 114-0 POWERS EXISTING EXISTING GLASS S TAM&M.ANCHDRS W/ S GLAS .(D 7 7 3FON7 MAX, GLASS Ve"N.woz,"a V (I-_V .10a+t) QC.FOR UP TO 6*-0•SPAR AND F.-I -4 04,FOR VKSS LARGM T_**LP _0*M-N`FLV FASM.TR MAX. SE-11IT AT 111111 X / — - f F10-3/4"HE. X OR EAD -.10F." #140/4' HEX HEAD, 7, T -20 NUTS ss us 0 12'0C. TEK SCREWS 0 9"O.C, IS ANCHORS 6 14.3/4"S 1.14'. R -0-20 S.S.M.S. CONCRETE 0 /4 Sl f a 9*O.C. Max. (SEE SCHEDULE 0.4 (S W/NUT 0 9'D.C. SHEET 14) EWMG fOR STRUCTUM 2.03 MIN.L. DMIN. WALL TRW(DECORAINE Lrr-•j E Sul EDGE OF 3.0.5, MIN. PWRED WlICRET SLAB IF 4X3 4'F.H. APPLICABLE ORS 13(D) 1 7/11 D.C. 11-1 7/8- 1 7/6 PC CONCRETE ANCHORS SEE NOTE \`SEE NOTE I�3(.) _t 'ULE ON ON SHEET I POURED CONCRETE---� (SEE SO4EL ETE POURED CONCRETES ON SHEET I OR CONCRETE BLOCK SHEET 14) OR CONCRETE BLOCK REQUIRED REQUIRED i KEYSTONE MOUNTING INSTILLATION OPTIONAL �64.-72 p%fOURED / I,IAXIM M ASA DESIGN PRESSURE. COP CRETE- HV WALL FLOOR INSTALLATION HV WALL WALK—AVER INSTALLATION MWILIM SRUTTTEX SPIN 81- REQUIRED OJ HV RAINGUARD INSTALLATION t NOTE, t THIS INSTALLATION SHALL BE t,"TL '�:T::N OF SECTIONS: CE REMOVABLE WHEN PERFORMED OF USE FOR E.0.-EDGE O!STAN ADJACENT TO AN OPERABLE FXTT T- SEE TeP,CAL SHUTTER (SEE SPECIFICATIONS 014 SHEET 13) OR ENTRANCE [7i-E SHEET 19 ASSEMBLY ll * I INSTALLATION DETAILS W/ 'I HV BLADE 2-MOUNTING SECTIONS BE C'011,8111ED Z' t��k LA_ FLORIDA BUILDING CODE Non High Velocity IN lAl 1.SUIT AI�ST�A" L Hurricane Zone: *2017 nLTECO.INC. Q 2017 EASTERN METAL SUPPLY, INC. BERTHA HV HV TL` 0.44 Accordion Shutter System A,S,S.A. KV. RADE#1 W/OR W10 H.V.WINDOW MADE % American Shutter Systems �rv_K. DESCRIPTION DATE SW I.C. i0l. TILLIT TESTING ENGINEERING COMPANY ORIDN.-.*-"�o�i' .355N.W.3ft.St.Stl.305.M.�CARMIS,FU�114 3316C Association, Inc. I OLD 15-085 07/27117 DATE, 07/27/17 1 ...... P�­ (30S)SIt-1530�F..z(3-351871-1331 4268 Westroods Drive 2 DR JAWING NoME719 WALTER A EBG.RUT J,.PZ 4 17-1 07 FLORIDA Liaj 44167 5 SHEET .a:3t...0m.­ West Palm Beach, FL 33407 P.E. SEAL/SIGNATURE/DAT c 1 6 7 OF 20 SEE END WALL co TAILS ON SHEETS 10 18 SEE NOTES ON LOCKING RODS HV LOCKS 2 or 2 rou AND ALTERNATE KV LOOK 6 014 SHEET 5, 7 T INSTALLATIONS WZ 01 HV EXISTING GLASS 90 EIK! SL.ADE SLACK DETXL hVr IS VALID FGR ALL BLADE W/ HV CENTERMATES CENTERMATES APPLICATION WR11 SLADI ECD (2 2) 0R d5Z SEE END WALL CONNECTION r-EXISTING GLASS DETAILS ON SHEETS 10 & 1197; % -7 @�(D.08 OR@-@ r -- ——————— 7. 55 1/2' 7- - (SOE3-76 ALL0 ALUM. OPPOSING SYMMETRYCA ANGLE W/(2} /4,0 TAPCbN 1/2- CA Q+@ ANCHORS TO CONCRETE CENTERMATES CENTERMATES MIN. SEPARATION (TOP/B M) 410A�4-S.M.S 12' G W/ HV LOCK 247 To TO (4)#10.1/2*S....S.G7 TUH U "LIG or wz HV LQQ�� AND F LL NGHT. (SE ICIIIOULE GLAss AT EACH LE. E 0 N SHEET 11) 3 FIN 7 11 —Yk- @K —-—-—-—-- 5 L VK1, HVB OUT] HVQ (2 HVA EXISTING GLASS -POURED CONCRETE OR CONCRETE BLOCK WALL I REQJ _J\ L _�IC� �p, STM 14 ECT R I Q A EXIST,, 7)- =1N MIN,SEPARATION' - GLASSGLASS C5CENTERMATES &5 LOC6,_ , OPTIONAL 07 Er.scHri TO GLASS SCHEDULE L(D �V__/ H_vLOCK • ON SHEET 1,11W SEPARATION INTERIOR TO CLASS Z3 ------ (SCE SC,10ULL =1N OPTIONAL ON SHEET 11) (INTERIOR) —. — —-—-—- - —-—- - rOUT ___ CONCRETE ANCHORS ilp -—-—-— LES- IE"O.C. 2 VARIES(3j' 20 0, FOUT] 1 6 1,--MAX.SLACK (EX-..RIOR) .J HVF** W 1=0 7UT (D3 I �45 HVE HVQ FLORIDA BUILDING CODE Non High Velocity Hurricane Zone', M2017 TILTECO.INC. 02Q17 EASTERN METAL SUPPLY, INC. BERTHA HVT. 144 Accordion Shutter System J -CO imc. v. IL E AS.S,A, MAX #1 W/CR W/O H.V. WWON MADE American Shutter Systems REV,No DescRiption ATE DRAWN BY: LC. TILUT TESTING & ENGINEERING COMPANY 0 Association, Inc. A OLD 15-085 07/2710 DATE. 07/27/17 6355-y,36J1.SC.Sb.305,VIR­GARDENS,FWRt 3316 Wastroods Drive 2 Ph- (305;871-1570,F..:(3051871-1531 DRAWING No .-„al:uuAEAaAa.EAm West Palm Beach, FL 33407 3 __,�"ONAL 17-107 A.`4UJT Jr.F.E. FLORIDA Ua.j 44187 5 SHEET Z SEAL SIGNATURE/DA71C. 6 8 OF 20 ALTERNATE INSTALLATION W/HV "T" LOCK (a HV MALE/FEMALE "T" LOCKS CENTS M' S 8 —, (29) & LOCKERS (�.l WZ M HV BLADE ii SEE END CONNECTION DETAILS ON SHEETS I INSTALLATION (I—) HV BLADE OnST".GIASS OUT r QSLACK OCTAL wir,INDMTED ON SHEET B. W/ HD CENTERMATES AS tU.AS;.NtRS&L FLOATING&ADECD DETAIL HCO-KVO *BLADE E'MtCD GN THIS SHEET.NAT BE USED WffN ING ALTERVAtf SEE END WALL CON NSTALLATON D—L MVG SHOWN IN THIS SH go- @- (6x63-T6—M 35 35 INOLE./(2)1/4'd TAXON --------------- - ----- ------------ ----- -------------- F --(OPTOuA) -t+iPa ---- H.V. T 3 x D.C.rm L&cHT. (4)H. IN ] A� TD '6 PINS(TYP.) Ar WH %OUL(TTP) r—IN-1 IV HV "T' PINS 1 fit kl) LOCK (INSIDE) AM & 7 5 301 Oa 32 OR 3 Fo_uf /4"T20 x 1 1/2" S.S.M.S. 3 SEE NOTE a FOR HV LOCK@. W/ 7/8" 3d x /32" WINGNUT. HDB—HVB I UU I HoC—HVC _T'LOCK.ON SHEET 5 7, SYMMETRICAL HO CENTERMATES ©0 HV ;T- 'LOCK (OUTSIDE) SYMMETRICAL HQ CENTERMATES W/ a LOCK (EXTERIOR) W1 P? LOCK (INTERIOR) T SERIES Ill—au"'Hum !LVG* (2024_T3 ALLOT)VICE F"VCc Tin" SHEET NUTSE .PART f 0520. AS MANUFACTURED "W "—uO TEXTOR.N.PARSIPPEBY AVDEL CH' O70BI OR UAL. "Y'NM'ERS" &IT - -—-—----—-—- • 3 (D SEE Mns ON LOI_8006 A S.a. (D Z1. HOD—HYD FLOATING STACK A, FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, 02017 TILTECa,INC. 02017 EASTERN METAL SUPPLY, INC. BERTHA HVTH 0.4 6SA Accordion Shutter System -TECO /TIL A. ,S, H.V. IKADE#1 W/OR W/O H.V. WINDOW BLADE American Shutter Systems REV.NDESCRIPTION DATE DRAWN BY: L.C. A o TILUT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-085 07/27/1 OAT" 07/27/17 355 H.W.36th.St.St,,.205.MRMNA GARDENS.FLORRA 3316E Opt it. Ph—(30S)S71-1530.F­(305)B71-1531 4268 Westroods Drive 2 —DRAWING No West Palm Beach, FL 33407 3 i,1 £B-0005719 WALTER A.PLUT J,P.E. 4 17 07 FLORIDA U..g 44IC7 5 ET OF 20 SHE P.E. SEAL/SIGNATURE/DATE, 6 9 �—'7­­__­—POURED CONCRETE POURED CONCRETE POURED CONCRETE POURED CONCRETE OR OR CONCRETE ........ OR CONCRETE OR CONCRETE REQUIRED CONCRETE BLOCK'NALL BLOCK WALL REQUIRED BLOCK WALL REQu!REO BLOCK WALL REQUIRED —EXISTING CLASS —EXISTING GLASS EXISTING -S t CONCRETE ANCHOR /—EXISTING GLASS T P I6"U.C. - _ - -A Z _Z MIN.SEPAPAP-N 2*MITI TO CLASS(SEE 17— 7— wt SEPARATION Im.s.—ARATION SCHEDULE ON SHEET m k SEPARATION TO GLASS(SEE TO CLASS(SCE EO TO CLAM(SEE, 11 FOR BLADE(DAND SCHIEDLUE ON SHEET • SCHEDULE ON SHEL7 SCHEDAZ ON SHEET 1/16-x3-MAX. CW SHEET 79 FOR I I FOR BLADE(DAND F 11 T I I FORi BLADE(D'AND (6063-M CONT. OLADES(D& ON SHMT 19 FOR --I I FOR BLADE(I)API) ON SHEET 19 I'M ON R la7 19-FOR ALUM.CLOSER It (LOCATE AT N D-­s(D&9 (D BLArEs 0&(0) PLATE, (LOCATE 1/2- EITHER SIDE OF Q) AT EITHER SIDE MIN OFG) /2"'MIN. A USE I*OR 2"MAX. upT -#10x1/2'Sm,s. . ..... (AS APPUCABLE)x2'xI/8'x0*-2 -—-—- #10.1/2'S.M.. — G 16"D.C. ALUMINUM CLIP ANGLE (608.'.-T£ALLOY)AT MtDHEIGHT 16"C.C. 4 (1).#10xI/2- S.M.S. 'TO-(rD4)& 4}--•' (2)1/4'2 TAPCONS ANCHORS TO FO R-1 0 R0@' WALL AT.1'D.C. (LOCATE AT SEE DETAIL R-1 EITHER SIDE OF(E) SIDE CONNECTION (b OR ((b OR L(qjE)0 R & i SEE DETAIL X FOR 6OR TO TRACKS SIDE CONNECTION SEP DETAIL X FOiij 4 0 0 SIDE CON EC To TRACKS 6 a 0.@w 1 .0 (D- TO NTFLT1C.N L L_&0_0_ _ END CONNECTION DETAIL END CONNEUML—DETAIL + REOUIREC ONLY FOR ND CONNECTION DETAIL 1 END CONNECTION DETAIL A POURED CONCRETE OR SPANS GREATER THAN 12'-o- CONCRETE BLOCK WALL EXISTIN- EXTSnNG CLASS REQUIRED CLASS -(D -- ------------- 'a.I # ;2 #10ii/ > MIN.SEPARATION oc. y TO GLASS(SEE KH SF-k�A­ -SLAE 7...CR SCHEDULE C24 SI-EET AH '/2-MIN. TO GLASS(SEE 11 FOR ' )E(DAND CONCRETE SCHEDULE ON SK-M R OR OR@ at i;lE is FOR ANCHOR 0 1; FOR BLADE(DAND Y 12'O.C. t ON SHEET 79 FOR CONCRETE= ELZEs 0& ------/K__� ANCHOR 916' O.C. -------- EO ORaCR(3 OR 2'MIN. SEE�MITATV S OF USE FOR :W 2-MIN. BLADE(9 ON 4 SHEET 19 OR@OR(qOR(5QR(g OR PLAN OR DETAIL POURED CONCRETE END INSTALLATION CONCRETE BLOCK WALL REOUCIRED 1 BY BLADE OR Sh HV 'WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL(�) IV ECTION DETAIL @ FLORIDA BUILDINGCODE(!on High Velocity Hurricane Zone, 02017 EASTERN METAL SUPPLY, INC, C2017 TILTECO,INC. BERTHA HVT. z ��qo Accordion Shutter System m�E , A.S.S.A. RV. RADE#1 W/OR W10 KV.WINDOW BADE R � American Shutter SysEV.9DESCRIPTION DATE DRAWN 8* L.C. stems TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-085 0= GATE: 07/27/17 i fiC5s.. p ".�6I`.Sl..5'.. 4268 Westroods Drve DRAWING N. 203�MR�GARDENS.FLORIDA 3.316C (303)571-1530.F..:(305)871-153', AL T j —.11! West Palm Beach. FL 33407 3 17-107 .,$/ ..... -COD6719 4 '_.ONED WALTER�TIL ,P.E. P. FLORIDA Uc,u#44167 5 SHEETE. SEAL/SIGNATURE/DATE 6 10 OF 20 SCHEDULE #1 SCHEDULE #2 SCHEDULE #3 MAXIMUM SHUTTER SPAN* 1+" OR "L-" MAXIMUM SHUTTER SPAN* 'L+" MAXIMUM SHUTTER SPAN*'I-+- NOTES: (ft.). FOR INSTALLATIONS W/ OR -L-- (ft.) FOR OR -L-" (ft.) INSTALLATION INSTALLATION LEGEND S CENTERMATES or or NSTALLATIONS W/ ERMATES CONCRETE & (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN I WOOD W/ ONE H.V. LOCK or @ or or 9�% MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING, T L & W/ ONE HV LOCKS HO LOCK (9 IN/ NO LOCKING RODS or ONE V LOCK or U or 0 1 IEG % "N o 24 )R W/ NO LOCKING WALL A, B. C. L­MAX.ALLOwABLE SPAN FOR A GIVEN.1, -ATNE CENTERMAT@ 28@ 29 VJ/ ONE 3 ROOS a D E. M. N, 0, F, 0, A.S.O. DESIGN PRESSURE RATING, ODS MOUNTING F, K & L R. S. & V. L-0­r LOCK .30 WITYM LOONG (SEE NOTES t,ft) (VAU0 FOR MOUNT INC(91 (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR RODS 35j;& BOTTOM tjSE:E SHErT 7) FLOOR/CDUNC G, H. 1. 11, j T. U, W & X WALL MOUNTINGS(TOP/BOTTCM) OR FLOCR/CEiUNG: CONCRETE&WOOD MOUNTING CON NSTALLATIONS ... CONCRETE & M _.U. INSTALLATIONS 0 INSTALLATIONS GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, ASA I DCSr.N �&D.DES= A.&D.Dme. DETERMINE MAXIMUM SPAN *L+*FROM SCHEDULE. PRESSUR I E WALL MOUNTING FLOOR/CEIUN ipnssuitc WALL CUNTMI PRCSSURE FLOnR/CEIUNG L-Ou"Tus As'-- MOUNTING ­4 GIVEN A NEGATIVE A.S,D. DESIGN PRESSURE RATING, OR FLOOR/CEIUNO MOU IND (p..0 MOU"T'Na MAXIMUM SHUTTER SPAN 'L+'OR FOR DETERMINE MAXIMUM SPAN "L-" FROM SCHEDULE. 'ft) L-(11) L t (1) t-(ft) (11, 1- (II) I-(PI) 16,-Ir INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 30 OR LESS 16�-O' IS'-O" 16�0' 16'-0" 30 105 psf:A.S.O.DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN "L-'AND 16!-o' I, 35 14'-10" 16'-0* 1" 35 -10, 14'-10* 35 15'-2' 40 13-10" IW-10, 14'-2- 15'-2" 40 IV-to, 131-10' 40 14'-2* 15'-2" (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR J& 13'-4" 14*-3* 45 13,_1_ 13*-1' 45 1V_4" 14'-3' t HV CORNER CENTERMATE§3 MAY BE USED AT ALL COI.IBINATIONS IN BETWEEN WALL MOUNTINGS 4� W/ FLOOR/CEILING MOVNTINGS: 1 50 ) —13-7" 1 .1� 50 12'-S' 12'-5' so 1V-3" IS-, MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS to- 112V_!�_F -11-7-1. 1 I._I SHALL BE AS INDICATED ON MANDATORY CONDITION #2 1-10' 12'-1" 12-11' Z; 55 1V-10' 11,_10, 55 E#5.SHEET 5. FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 60 IV-7` 12'-4* so 10'-2- IO,_II_ NOT RATING: 60 11-4- 1 11--4- — DETERMINE: 65 -i-07_10- 10,_10- 1-1 IV-11-_TT� � 65 10-10, lo'-Io" 859'-5' 10'-1' Lt+= ),M. SPAN FOR WA-LI. MOUNTING INSTALLATIONS, 70 IC*-6- I0'-6' IO,-q, 11,-5, 70 10'-6' IV-6, 70 8-9- i'-� L2­ MAX, SPAN FOR FLOG MOUNTING 75 IG'_I to'- 10'-4" 1.1'-1" 75 lo.-I. 10'-1" 75 - 8,-91 ttEXCEPT THAT MAXIMUM SHUTTER INSTALLATIONS. so -to- 9­10- to-o- w-o" 80 2,-I0- ?*-to- SPAN'L+'OR'L-*AND MAXIMUM A.S.O.OESING FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 55 9'-6' 9'-6* 10-5. 8.5 9!-6" 9.-6. PRESSURE RATING FOR INSTALLATIONS 1.1110 CONCRETE RATING: OR CONCRETE BLOCK SHALL BE LIMITED AS FOLI.�DVa- DETERMINE; 90 go 9'-3- 9`3_ 1 I�T - CONNECTIONS TO KEYSTONE MOUNTING U­ MAX. SPAN FOR WALL MOUNTII.10 INSTALLATIONS. 9.-C 9'1 - 95 9*-2;-! i.-1,, 95 9'-0 8,-9" LIMITED TO +64-72 P.S.f. AND W-C" SPAN, SEE L2-. MAX. SPAN FOR FLOOR/CEILING MOUNTING 100 8'-9' B'-4' g'-G' 9'-7' `100 8,-9- 8'-4' MOUNTING @ON SHEET 7. INSTALLATIONS. 105 e'-7` 7­11- 8-97 9'-4' 8'-0" 7'-11' FINAL MAXIMUM ALLOWABLE SPAR :S EQUAL TO THE 110 8'-4• 7'-7- 8­7' 9*-2' 8'-4- 7'-7- MINUM-01A BEIYIEEN "L,+'. "L2+", 'Ll-* AND .1,-. 115 —8'-2- V-3' 8*-4" 8'-11" yA`15 8,-2, 7'-3- SEPARATION TO GLASS SCHEDULE 1.20 8,-0" 6--11- i'-_2- 6'-9" 1 120 W-0, W-11, (4) CO TO ANCHOR SCHECUUE WITH FINAL MAXIMUNI 125_ _V-10- V-S' W-C)" 80-5" 1 125 T-10' 6'-8" ALLOWABLE SPAN AND NTN-E A.S.0, DESIGN 7'-IV 8*-1" ��130 7'-B' 6._,� PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 7-S' 6.-,. SA,:,N, 1 30 WIND ZONE MINIMUM 135 7- V_2" 7--g- 7'-9- 135 7'-7- 140 7'-7- 7'-6' 7-,-140 7'-5* 5'-11" ASTM E-1996 SEPARATION GLASS 145 V-3, 5,-9- 145 7'-,5_ 4' 150 7'-2' ' S'-7" 7'-4' 7'-0' 150 7'-2- V-7- 1 55 7;-0-t 5-5, 7-2- 1 6'-9- 7i55 r-G, 5-5, 1 THRU 3 160 6'-I1- 5'-2* 7'-1" 6'-7*- ;150 5"_11- 5'-2" 165 6*-10- "-1. 7'-D' W-4- 165 W-10, 5,-,- _F7_0 —6--8- 4'-11- W-11' W-2' 170 G.-g. 4'-1'1' 175 j--r —4-9- W-S' 6'-0' 175 V-7- 4 1185 6*-5' IS'-7* 5*-5* —185 6--l' 4'-'V HV BLADE SO 6'-6" W-6^ 5,-10" 180 6,-61 4'-8' 190 6'-4" 4'-5' 0'=6" 5-6. ISO 6"-4" -'-5" 195 6 4'-3- .0 -6 V-3. AND 6'-2- 4'-2" 5 L21 6._I- 4'-i" 6'-T M�_�0 '205 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, q/✓__ 02017 TILTECO,INC. (D 2017 EASTERN METAL SUPPLY, INC. BERTHA H Accordion Shutter System i"`MLEqo ,7�\ A■S.S,A. H.V. MADE#1 W1 OR W/O RV. WINDOW RADE American Shutter Systems RE��tk DEMIPTIO. DATE ORXAN By,Mdr_V�/LG� TILLIT TESTING & ENGINEERING COMPANY 42 8355 N.W. St.Ste,zes.IIM--DENS.FLCRO.)316z Association, Inc. I OLD 15-085 DATE- 0.7/27/17 P�r. (3 671-1530.F-:(303)B71-1531 4268 Westroods Orive 2 0 — O DRAWING FL 33407G Na N ,%, IC ,001ALtNo"' E A006719 r416 7 WAITRIt T ,PZ ryli FLORIDA J�,i 44167 SHEET P.E. RE/DATE - j 11 OF 20 :� ..: .qr •: it 1[ -all 1 r :111 T :1. 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POURED 00"CREWCONCREM BLOCK POURCr,CONCRETE (A) TO ExisnNo POURED CONCRETE-(Min.f*c - 3 ksi) mAmutim 1/40 1APCON OR TAPCON WITH ADVANCED THREADFCRM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.SUILDEX. (Min. 3 ks!) SPAN @WALL SILL MOUNTING @ CEILING MOUNTING @ FLOOR MOUNTING ANCHORS SPACING LEGEND - 1/4"0 x 3/4*ALL POINTS SCUO-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY COMPANY. (Min. f'c= 3 Izi) (it) (01 SD.DM4 WXATNE S.O.kDM� 4 KJGUMK Q.w RAING UE TAP CONCRETE ANCHORS W CAP AS MANUFACTURED BY FLORIDA ER DIRECT,INC. Min.f c�2 i; 30 '30 11(= TAPCON OR - 1/4 /-o TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS.INC..AND DISTRIBUTED BY ALL POINTS SCREW,BOLT &SPECIALTY 0 75,90 120 160 20i 30 40 60175 90 30 40 60 75 90 120 1601205 TAPCON PITH ADVANCED C04MPANAY OR ANY OTHER APPROVED LICENSED OR AUTHCRIZFO VENDOR REGISTERED WITH THE AMERICAN'SHUTTER sysTa!s ASSOCIATION,INC. 1 6 5�5 1� 12 10 1 9 a a 1;G 6 14 12 !�Q � 81 6 6 THREA0FORIA TECHNOLOGY 91 ILSL 88 11 6 Q 10 9 a 8� 'S 6 !4 12 1 9 a 6 1 6 ALL POINTS SOLID-SET (Min.Vc IO�') _�_2�! -- -_T_ _C' 7E 4, _10 5 -1 BLUE TAP W/CAP NOTES: 14 OR 1. 4 li 1 11 1. 1- 8 1 6 6 14 12 10 9 8 a f6- 6 14 12 _ i a 12 110 1 9 8 0 1 6 7 14 12 10 9 8 6, 6 6 14 12 10 9 8 -1- a a Th CON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS D TAP I MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAI AN PER 14 12 1 10 9 8 7 Is's 3.5 4 9 8 B ;it 6 14 T2 10 1 9 8 8 6 5 TAPPER+ ANCHORS IS 1 3/4-.AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2-. _F4 - _L_ 12 10 4'-0' _L2_ 10 9 8 8 6 6 14 12 10 9 a 8. 18 6 14 1.2 10 9 8 8 6 15.5 'j* 10 6 A 14 12 JB 9 5 �6 4.5 14 12 10 9 B 6 4 35 AZ) MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE.NO EMBEDMENT __L2 � 4.5 14 12 10 9 8 8, '6 15 14 12 10 8 14 12 10 8 8 J_,_ . i It T iNTO STUCCO SHALL BE PERMITTED. 1/4no-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2"LONG MINIMUM.SHOULD STUCCO 9 7.5 5.5115 -.14 12 10 9 8 6 5 1+ 12 10 9 a 7 5�5 4 •SEE UUAA'10.t5 O-USE Fon 14 Q 10 &RDEu ON SNEEi Io EXIST.AND I'MINIMUM FOR WALLS WITH NO STUCCO. T4_12-_iO 9, 8 8 1 61 6 114 12 10 9 6 81 '6 15.5 14 12 9 1 8 8 6 4.5 5'-0* 14__T2_710- 9 a 7 1 4 -114 12 to 3 8 6.5 �5 r15 14 - 13--3 A-1)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 12 to 9 6 7.5 14�5 114 12 to 9 1-8 �8; 6 ICS 14 12 10 9 8 6 4.5 3.75 ANCHORS.SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON __ W 1- NOTES A.1)&A.2)ABOVE.FOR INSTALLATIONS ON VINYL SIONG OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 14 12 9.5 7.5 6.5 4.5 - 114 12 10 9 8 7.5 14 12 1 8 6 4­5 3.5 114STALLAAON INTO EIFS WITH METAL STUDS SEE SHEET 20. 6'-O'74- 12 LO 9 a .6 11, 12 10 9 a 8, 6 111 14 12 10 9 1 8 6.5 1 5 3.5 .L0_ 9 14 _1_2 f;1;0 9 7 5.5 3 4 2 10 8.5 7 5,5 14 1 3 14 12 8 6.5 15.5 4 1 3 - 12 4;�q 14 12 10 S.5 8 5 1"4 - K -90) 8 6 - 14 12 to 9 8 6.5 5 M75 (B) To EXISTING CONCRETE BLOCK:(ASTM C 14 14- 12 0 5 2 10 9 a 6.5 4.513.5 14 12 'to 8 7 5 315 3 �/4 0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILOEX. 12 a 6 - 14 12 9 -7._5 14 12 10 9 7.5 5.5 4 3 /4'0. -ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. _3_�_ _L' L___ 3/4 7'-0' �,1. ___ _ __I(L a: -'_ 4 1/4-0 BLUE TAP CONCRETE ANCHORS W/CAP AS MAN -12 to a 6.5 14 12 9 7�5 6 4.6 35 - 14 110.5 7 5-5 4.5 3.5 - - MANUFACTURED BY FLORIDA FASTENERS OIREC17,INC. I- [.,..9 1 4 14 -'s 4 '4 [7 1 4 1 4 4 '4 5 - 1/4-0 TAPPER.ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC..AND DISTRIBUTED BY ALL POINTS SCREW, BOLT SPECIALTY 14 12 COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC- 74 2 .3k 8.5 10 9 -5 &5 1 9' 7 7.5 4.5 - 7 4 14 12 _14 11 7 554. - 14 Q I 10 9 7.5 $5, 4 14' 12 9 1 7 6 4,5 3 B.-OIt 12 2_0 ' 8 6.5 14 12 110 9 8 6 41 14 12 to 1 8 6.5 5 3.5 NOTES: �Ia 12 8,5 7 5-5 3 .5 SS a '64 3, L2�5�9.5-2 _5 _4I_ I - 8.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON.BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4-AND TAPCON 14 L12�9,5 7,5 6 - - - 14 12 9.51 8 6.5 5 �i 14 12 - 6.5 4 WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. .5 5 3;5 14 12 10 8 6.5 5 12 0 16.5,5 4 !I%,9 6.5 _L4 ...14 12 &S 7 1" 4 10 9 8 14 12 TO 9 7.5 4.5� B.2) MINNUM EMBEDMENT OF 1/4'0 x 31e ALL POINTS SOLD-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO -5 14 17.5 7.5 6 4 14 11 7 5.5 5 3.5. �i - 11 8 54 4.5 13.5 - EMBEDMENT INTO STUCCO SHALL 13E PERMITTED. 1/4-0-20 S.S.MACHINE SCREW USED SHALL CC 1 1/2-LONG MINIMUM SHOULD STUCCO 14 _12 a 6.5 4.5 - - - 14 12 7f__1"�K 4 14 10.5 7 5-51 6 114.. 1 EXIST,AND I'MINIMUM FOR WALLS WITH NO STUCCO, 11.5 85 4 4 iW 12 1 9 7 a 14.3 1 r'r Z14- it 7 5.5.14.6 3.5 W_1, TE PAN IO'_O* 14 12 10 9 7.5 - - - 14 12 10 1 8 16.51 5 1 14 12 8 6 1 5 4 8.3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE ELS,PAVERS OR ANY VENEER BE FOUND ON THE E;GSnNG WALL OR FLOOR. 14 to..- 7 5 3-5 - 13 9A_6.5 5 1 4 3 -1 10 7.5 5 1 4 3 - - - ANCHORS SNAIL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALI.FINISHES.ANCHORAGE SHALL BE AS INDICATED 0. t4 11 7.5 5.5 - - - - 14 11.5 9 6 5 4 12.5 9 6 5 4 4 NOTES B.1)&B.2)ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER 14 12 8 6.5 SSr4L 13 10 16.51 5 4 IT 20. 2- FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET - - - 14 72 9 7 6 "S 14 10.51 7 15.5 .5 3.5 'S MANUFACTURER. !I 2 .1ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR ANUFACTURE. 5 t t j 12 9 8 4.3 4_ J 9 7 144(3.S 3 - - - (C) 14 It 1" 7 s.s 4.5 1.5 ILs 5,5 4.5 175 - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.O,)VERSUS SPACING RELATIONSHIP FOR ANCHORS. �." �!14 1 - It 115 7.5 6 12 9 6� 4.5 4 I 4d � I. t4 12 8 &S !L5 13 to 6.5 5 4 IS SPACING SCHEDULE MR ANCHORS: - 1 11 8 5,5 4 3.5 8 6 4 3 - - - - MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW.FOR E.0.LESS THAN THE INDICATED,REDUCE�040R SPAqNG ;3.519;51 6 1- 13 9.5 6.5 5 4 - - - 0.5 8 5 4 - BY MULTIPLYING SPACING SHOWN Ott SCHEDULE BY THE FOLLV.*ANG FACTORS. 14 10�5 7 5.5 4.5 - - - 11 I&S 5.5145 3.5 RCCLr_FD SPACING OBTAINED USING FACTOR SHALL NOT BE LESS T-1 MINIMUM SPACIIIG INOICA-ED FOR EACH ANCHOR TYPE, � " _+_ 6 1_5 74�_Q --T 1. 11.5 7.5 6 3 - - - 12 9 4 _10 7.5-3-_7+3 _Z775 35 4 3 ACTUAL TAPCON WITH ADVANCED TAPPER + _ FACTOR I- 12 9 6 4.51 4 - ge 7 5 4 - - - 'THREADFORM TECHNOLOGY MIN.SPACING 12.5-h 13 95 64 5 - - - - 10.5 7.5 5 4 1 HV BLADE 0 EDGE TAPCONALL POINT SOLID SET BLUE TAP W/CAP a 6 R DICTANCE 14 72- 14 10.5 7 5-5 it 85 5.5 4.5 E.D. MIN,SPACING= Y MIN.SPACING- 3' MIN.SPACING-3 1/2- MIN.SPACING H 3' 3 3/4' 4* HV BLADE WZ POURED CONCRETE& pouto CDaCE:xEr,,ELr 0. CONCRETE BLOCK POURED CONCRETE RETE& POURED CONCRETE&FOjotso OaNaMTE 0GCEt aOC, Ir Sj�CCK _10- 9 7 4.5 3.5 7 5 1 ILS 3 ETE BLOCK WL M.3 I1r .2.1 CONCRETE MN.Ca. /2�1( CONCRETE 1'.5 a ILL FD.-Y MR EEL-Y MX U.-3 1/2')ILL ED.-2 IJ-2- 12 9 8 9.5 7 14Z - - - - - (I& BY WINDOW 1w 110 0.90 1.0 0.78 1.0 0.84 1.0 4 2 2' -175 14 1V 130 6,51- 1o.5 8 1 5 BLADE WORKING 6.5-F4 - - 1 7:7 6.5 5 1 3 - - - - - IN UNISON * T/2' o,ai 1.0 0.67 1.0 10 10.5 a 6 2' i - 0.71 - 0.51 - 1.5" 5.5 �_s 6 4 i 1 3/4- 6.91 0.43 - L2_5 9.5 6 0-1. • 6 4 4.51 3 1 1/2 0.35 9.5 9.5 7 5 6 4 a FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone: A. 02017 TILTECO,INC. Q 2017 EASTERN METAL SUPPLY, INC. ....... BERTHA HVT. FAccordion Shutter System L Ec cii A.S.S.A. RV. RADE#1 W/OR W/O H.V. WI=W MADE American Shutter S TtLLIT TESTING & ENGINEERING COMPANY stems r'.N4 DEsCRrPnoN DATE DRAWN BY,' LC. - 436�SL.file._105.MR=A�DOI�t'LORM 3316S Association, Inc. I OLD 15-085 �7/27/17 DATE-- 07/27/17 6355 Rx', Drive d troos ve 2 Ph.- (305)971-1530.F..1(307. )9 -1531 4268 WesDRAWING NO -P.E. 4 West Palm Beach, FL 33407 3 ........ 1% WALTER ES-0006719 j,. 17-107 .PLUT FLORIDA Uc.1 44167 5 SHEET I 4x1 jgt'/'OA71 E 6 13 OF 20 N > :E! 0 uj 0 < 0 I,cc Qw1- aa +na� 09 Ln cn 1 0 Z (L L-Li E 8 Ca N U} M 0 9 10 + .4 w o U 58, 0 ,� z I- r ;F x -. .2W g < in m M XT C V: E 0 >0- > ■ "10 C*,0- E 8— u. o X, z I h 1 I I h I t I I,a I I (3 I I I I I o �ie............. Hui....... .......... . ......H»N....... c J ..................... ................... ...... a ........ ...... 3-f C. ------11 . I----I I - -11 zu C4 U.8 ------------ ...... 1, 2 1,1,IS ---- -I--------- Wt I IP cl: ol, IE 1111111111111 I ZEq. 'I'! q ul Nm 2 �i 6 ii v VIV v v v v L.v m v f!t! v e v VV4-::,-q V. 4t -n 2 6 ..-'P-q.n 2 In— V In g V!2 VIV v v V vqm ........................ ILLr m ................ ....... . ............. ..... .. .........................i I 1 1 1 . . . I I I .. .........................................I I I I 11 IiI 9 ejoJ!fl!!e 2 2 0R eO p 2,;a e 2--- ----------V!- L viv v v ci 9 10 10 0 0 0 0 0 t4 MAXIMUM A.S.D. DESIGN PRESSURE RATING (9,21) AND CORRESPONDING [OR SPACING (in.) SCHEDULE FOR A 91 GIVEN MAX, SHUTTER SPAN. NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE, (SEE MOUNTINGS ON SHEETS 16 A: 17), L_-1 B =--TFATE= SOUTHERN PINE No. SPRUCE PINE SP LICE PINE SOUTHERN PINE No. 2 W1 MIN. q�_0.55' SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2- MIN. COX 2 W61 MIN.0=0.55. FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. 0=0.50 W1 MIN_ G=0.43 W/ MIN. G=0.36 PLYWOOD MO LAS FIR W/ ..VM G-0.50 Wil M"N" G=0.43 LYZ MIN. G-OZ6 WALL MOUNTINGS CEIUNG MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M, N 0 & R FLOOR MOUNTINGSM, N. 0 & R FLOOR MOUNTINGS MIN. 0 & R FLOOR MOUNTINGS WALL MOUNTINGS 8,0. WALLWALLMOUNTINGS 8.0. WALL mouNnNGs e.o. WALL KIOUNTINGS , W & x W & X TV & X P & 0 S &V S &v S &v M am er),penuff wr l;A SA Im cArs fimrux tF0iTIT 0Q(.16ME MMF W W)kST,B311%TAX PIZZ MDC M 9013 W, K FEMPE UK W)LU,MM OVE0=9 W-64 M EMX'EIM PRMW PAC 0.1 aa MZ WAFE FESKV114 9 ISII ION 9W pzw WK Lg xU am kums amff Rw wl TO F 05 ��!_ Or,30 T.-I 60 75 90 05 30 40 60 75 90 105 T-1 1-0-5 40 75 Tg� 05 30 40 60 30 60 75 .1. F6.17ST.. .30 -.20 f W W.S. 40 40 160175,11�055 30 40 60 75 90 05.30 40 60 75 20 05 Y-G-OR LESS 12 TO 11019 1 8 8 6 15 1 6 S 16 16 12 10 10 9 19-18 6 6 1 6 6 16 16 12 110 110 9_ 8 8 6 16 6 6 6 6 6 5 4 4 4 .3 12 12 112 112 112 12 12 12 12 12 2 1 12 12 12 12 72 12 . L_ 4'-0' 12 10 11.0 9 1 8 8 6 16 1 6 6 ;6 C ',2 10 10 9 B 8 6 6 5 6 16 6 12 10 110 - I .!_ e 8 6 1 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 IZ 12 12 12 12 12 2 12 12 12 112 1^ 2 12 10110 9 1 8 a 6 6 1 6 !6.5:5 12 10 10 9 8 1 5 a 6 6 116 5 12 10110.9 8 7 16 16 6 6 5 5 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 TT _iD_B 6 6 6 5,5 6 4�5 12 10 10 9 12 10 1�10 9 1 8 6.5 6 6 _6 TS I B 6 6 3.516 6 6 6 5 4.3 6 5 4 4 3.5 - 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 8-5 H'2 To 'a 12 TO 1 10 9 6z - 6 6 6 ',5 *.5 4 12 10 10 9 6 6 6 5 4 3.5 12 10 TO 7 3.5 - 16 6 6 5 4 3.5 6 4 4 - 12 12 12 12 12 12 12 12 12 12 12 10.!12 12 12 0.5 8.5 7.5 8,-0* 12 10 1 10 7.5 4.5 3 6 6 6 5i 14 3.5 12 10 TO G 6 6 5 4.5 3.5 3 12 10 10 4 - - 16 6 5 4.5 3.5 3 6 5 4 - - - 12 12 12 12 12 IZ 12 12 12 12 11 9,5 12 12 11.1.5 9 7.5 6.5 g'_0%12 TO 1 10 5 3.5,- 6 6 Sz .5 15 3 12 10 9 4 6 6 4.5.4 3 3 12 10 4 3 - 5 4.5,4 3 3 111 5 3.!- 12 L2 12 2 - N __L_ 2 12 12 12 11.5 9�5 8.5 12 12 10 j_L_ Z.5.5 L2_M 7,514 6 6 5 4: i3 - 12 10 6 3 61 a 4 3.5 3 12, 10 3 - 6 6 4 3.5 3 6 5 1 12 12 12 12 11.5 12 1 1 10 8.5�7.5 12 12 1-0 7 6 5 I7'-0, 12 TO 5.51- 6 5 4.5 - 12 10 44- 6 2 5 8 7 2 12 18 i 6' 5.5 6 5-5 4 - - 0 12 12 12 12 10 S.5 12 12 T I' 1 6.5 5.5 4.5 -5 L2 10 10 r 12'-0" T2:=0 4.5 6 6 4 12 10 15- 6 5 3.5- 32 10 - 6 5 3:5- - - 2 2t1j'..1 j:5� 7 6 12 5 4 8.5 12 14 13'-0* 6 12 7.5 - 4 '1 '5 6.5 S-r L-JET- t2 t2 12 =!� - �-s 14*-0' 3 12 7 12 _7 6 112 1 1-1- 1- I- 7 12 F T_T -7 T_ (12) HV BLADE OR QU HV BLADE W/ HV WINDOW BLADE WORKING IN UNISON* '0S of Us"C,, + NOTES ON ANCHORS REQUIREMENTS' WOOD SUBSTRATES 1.ANCHORS TO WALL.FLOOR OR SCUD WUDD SOFFIT SMALL BE AS FOLLOWS: 3.SUBSTRATE SMALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE N.2-W/G-0.55(M.D.S) - 1/4-0 TAPCON ANCHORS,AS M"VFACTUMED BY I.T.W.BUIU)EX W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/,0-0.50(N.D.S.) EACH SECTION ON SHEETS 16&117! -SPRUCE PINE FIR NORTH W1 G.0.43(N.O.S.) EXCEPTION.SEE NOTE 2 BELOW, I -SPRUCE FINE FIR SOUTII W/C-0.36(N.MS.) 2.ANCHORS TO HOLLOW CEILINC:SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SMALL CONSIST OF -MIN. 1/2'COX PLYWOOD(1986 APA) LAO SCREWS AS PER NOS 2015 SPECIFICATIONS 4.ANCHORS SMALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICAnONS OF THE ANCHOR'S MANUFACTURER FLORIDA BUILDING CODE(Non High Velocity, Hurricone Zone� C2017 EASTERN METAL SUPPLY,INC, ,,T, 02017 TILTECO.INC. BERTHA HVTM Accordion Shutter System /=LT=E o _�,N c A.S.S.A H.V. MADE#1 W/CR W/O RV. WINDOW MAX American Shutter Systems RVe.No DESCRIPTION TILLIT TESTING & ENGINEERING COMPANY - - - DATE DRAWN BY; L.C.- 635S M.W.36ir,SL.Sit,305,WC-�DENS.FLORZA 331eE Association, Inc. I OLD 15-085 07/27-/17 DATE, 07/27/17 ,or 4 Phone (305)871-1530.Fox:(305)871-1531 4258 Westroads Drive 2 e-..;I: West Palm Beach, FL 33407 DRAWING NO .............. 'V�10 0ED-00067t9 17-107 WALTERI�TILLIT Jr.F.E. 4 �71VAL Vl� FLORIDA Uic, 44167 .5 SHEET P.E.I99[13TGtl�'R'E/DATE 6