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HomeMy WebLinkAboutProduct Approval 1l6/2021 Florida Builcing Code Onlice is 14 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Pubhcdtlons Contact Us BCI5 Site Map Units search �` I Product Approval USER:Public User O i i _?1 i>prom¢t or Agolcatmn Search '15- > '� �� / Ap Ip'cation L st>Application Detail FL# FL REVIEWED FOR Application Type Code Version RevVisioniSion O 2020 CODE COMPLIANCE Application Status Approved ST. LUCIE COUNTY Comments BOCC L%!� Archived �!V 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@easternmetaf.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category File Co,�� Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Floridd 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 12/31/2021 Validated By John Henry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence FL389 R10 COI GOI AS4e .DEl rx�f FL389 R10 COi COI ASSd g 4r1F1 ndF FL389 R10 OI OI A L gtpp a nrif Referenced Standard and Year(of Standard) Standard ASTM E-1886 Year ASTM E-1996 2012 ASTM E-330 2012 TAS 201, 202,203 2002 1994 Equivalence of Product Standards Certified By Sections from the Code www.'Oridabuilding.org/pr/pr_app_dU.aspx?param=wGEVXClwtDgVYYHH2vjvx53MWSXdCOtOXPGxaLBB7Zzg%3d 1/3 V13/2021 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 10/15/2020 Date Validated 11/06/2020 Date Pending FBC Approval 11/06/2020 Date Approved iz/15/2020 Summary of Products FL 0 Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Blade Extruded aluminum interlocking blades retained by tracks(top {3-(Non-HVHZ)-Drwg 20-16S and bottom)for storm protection Limits of Use `Installation Instructions Approved for use in HVHZ:No ( EL389 RIC 11 DRWING AS. SA BLADE3.pddf Approved for use outside HVHZ: Yes Verified By:American Test Lab of South Florida,Inc. Impact Resistant: Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: Large Missile Level"D",Max span is 12'-3"for 40 psf F'L389 R10 AE PER ASSA 13LAJF .ip¢t positive ASD load and 13'-0"for 35 psf negative ASD load the Created by Independent Third Party:Yes HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-11"for 55 psf HV3 blade w/window blade working in unison,Max.span i 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 TExtruded aluminum interlocking blades retaine y tracks(bop t Only-(Non HVHZ)-Drwg 20-164 - and bottom)for storm protection j Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R10 11 (tJ;Wjh_G_AS_ BIADEi. cp1f Approved for use outside HVHZ: Yes Verified By:American Test Lab of South Florida,Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large missile level"D". Max. Span is 16'-D"For 30 p.s.f FL3$2 R10 AE PER A55A ULjkQ_ r1 fnegative ASD load depending on centermates and locking rod Created by Independent Third Party:Yes i configuration for the HVl blade,W-0"for+64,-72 p.s.f.A.S.D. load for HV blade For Keystone mountings 7'-0"p.s.f.for metals stud mountings and 8'-0"for 110 p.s.f,for HV1A working in unison,See sheets 7, it and 20 respectively of Installation drawings for other spans and pressures. 389.3 Bertha HV Accordions- Extruded aluminum interioeklny blades retained by tracks(top COMBO-(Non-HVHZ)-Drwg 20-163 and bottom)for storm protection Limits of Use _ Installatioe Instructions Approved for use in HVHZ: No pL389 R10_j_L DR�1; n55A HIADE7 :,rdf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida, Inc. Impact Resistant:Yes + Created by Independent Third Party:Yes Design Pressure: N/A t Evaluation Reports Other:Large missile. Max. 16'-0"span at 30 p,s.f ASD load lilt fl-3Jio R10 AE PER ASSA BLADEI 2.pdf for Blade 1 and 18'-0"for Blade 2, See schedules on sheet 12, Created by Independent Third Party:Yes 25 and 28 respectively Contact Us:;2601 Glair Stane Road.Tallahassee R 32399 Phone:850-487-1924 The State of Florida is an AA/EEO employer,SQRy_4 fit 2007-2013 State of Florida.c Er lacy 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 or6ce by phone or by traditional mad.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 emaits provided may be used for official communication with the licensee.However email addresses are public record.It 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: IN = ® f::tt:t FJ (;re(ir-Card Safe Y s i�.�14tiufj;�lgit www.floridabuiiding,org/pripr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXPGxaL867Zzga/o3d 213 GENERAL NOTES: I BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUME NIT COMPLIANCE T(P.E.D.) HAS BEEN VERIFIED FOR IN ACCORDANCE WITH THE 2020(7th EINTION)OF THE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DES IGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE.FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE NSTALLED WITH A DIRECTI01 FACTOR Ka-0.85, USING ASCE 7-18 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 DESIGN WIND LOADS DETERMINED PER ASIDE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS AREA 1' HV BLADES'.0 do �A BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX. (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 & 20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVER STRESSED.A 33 R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS Mn USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS. HOWEVER,A WIND DURATION FACTOR CD-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 180D.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHFE' 4 TYPICAL WINDOW BLADE & WINDOW DETAIL -HV BLADE O /0214.G1-03, #0715.01-03, /1D04.01-05. #1214.01-05. #0317.02-06. 00609.01-1D AND #0210.01-11 AS PER TAS-201, TAS-202 AND TAS-203 PROTOCOLS AN ASTM E-1886 AREA 21 HV BLADE(1)AND HV WINDOW BLADE AA, AND E-1996 STANDARDS (MISSILE LEVEL D,WIND ZONES 1, 2 &3) & #1220.01-10 AS PER TAS 201, 203 & 203 PROTOCOLS LARGE MSSILE. (WHERE APPLICABLE) -HV WINDOW BLADE ©#0505.01-08 AS PER ASTM E-1886 AND E-1996 (MISSILE LEVEL D, WIND ZONES 1, 2, 3) BASIC PROTECTION ONLY AND / 0725.01-BB AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 2. RV BLADE(D AND HV WINDOW BLADE © ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 CENTERMATF DETAILS HV SHEET 8 3. BERTHA H.V.ACCORDION PINS (13 SCREWS),USED E BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRAINS 5141E BE/ACRO HI AND COATING S TESPECTNANU MANUFACTURED MINIMUM SERIFS CENTERMATE ALTERNATING DETAILS HV SHEET 9 STAINLESS STEEL SCREWS WITH 135.0 kai YIELD STRENGTH AND 1EM ksi TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA MV DACROSHIELD COATING SYSTEM AS MANUFACNRED BY APPROVED COATING APPLCATORS, REGISTERED WITH AMFRICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063--T6 ALLOY IS 30.0 ksi AND 35.7 ksi FOR END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 5DO5-T5 ALLOY.ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION III-6 OF THE 2015 ALUMINUM DESIGN MANUAL. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 5.AL SIRENS TO BE STAINLESS STEEL 3NG OR 316 SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 kai MIN.YIELD STRENGTH AND 90 kci MIN. TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.}.}_4. ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH, ANCHOR SCHEDULE- WOOD SHEET 15 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE 'D: 12,13,14.15 AND 20 INSTALLATION DETAILS M-R, WOOD SHEET 16 HV BLADE iD&© WORKING IN UNISON: 12. 13& 15 INSTALLATION DETAILS S-X, WOOD SHEET 17 8.?HIS BERTHA H.V. ACCORDION SHUTTER SYSTEM GEMS A U.S.PATENT /6'779,582. COMPONENTS OF THIS APPROVAL ARE COVERED, IN W OR IN PART BY U.S. PATENT /5'458,779 ISSUED TO EASTERN END CONNECTION DETAILS 7-12 & X, WOOD SHEET 18 META.SUPPLY, INC. 9. IT SHALL BE THE RESPONSIBILITYOF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS 70 BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL/CAULK AREA 3: HV WINDOW BLADE fk ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN.THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAN INTRUSION. TYPICAL SHUTTER ELEVATION SHIFT 19 10. EACH UNIT MUST BEM PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT, OR OTHERS, MUST PROPERLY CLOSE ALL HV AND HD CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. AREA 4: HV WINDOW BLADE.I;ONLY 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SrIFR 20 PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 12.BERTHA H.V.ACCORDION SHUTTER SYSTEMS INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT 5 MPLED TO 13. (0)THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D- (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LEE 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. (a)THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. I OBTAIN PERMITS IN THE STATE OF FLORIDA (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 OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW. (e) ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEA AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone II III C2020 TILTECO, '.NC. ®2020 EASTERN METAL SUPPLY, INC. BERTHA HVTV =.��'�P•'��GEN A S S A Accordion Shutter System �iLE C O �Na. ■ No.441 7 American Shutter Systems RV. aADE#1 W/CR W/0 H.V. NIPODW a.�DE _ -� TILLIT TESTING & ENGINEERING COMPANY Y REV.H DEscRllmoH DATE DRAWN IV: M.P y 6J55 NW.]6\k.$1.,5\�.J05,NIIGWN C.VmENS.FLDRIDA SJ�6. Association, Inc. 1 OLD 17-107 /2/20 DATE. 7/2/2020 STATE D "��� Ph.re (305)871-1530 Fax (305)87•-1531 4268 VJestr00dS Drive 2 z 9'• '�� e-h .tit" ..I.c0m West Palm Beach, FL 33407 3 DRAWING No ,0�i .F(ORI" r- - WALTER A ILUr Jr.PE 4 20-164 AL .G�`3EAL/SIGNATURE/DATE FLORKIA'.;<. /44167 s SHEET A, 6 1 OF 20 J-.f4BDE-' h� r4,7 r VARIES - 1 9 a• 1.a91' 2. 200, _ 4.a 4.999' .375'�3jHV UNIVERSAL FLOATECOVERED DER US179 � - OUAUFlED POOR USE W/ QUALIFIED FOR USE W/ HV BLADE (4, HV BLADE 1O V 6005-T5 ALLOY AND TEMPER `' QUALIFIED FOR USE W HV 6063-T6 ALLOY AND TEMPER -SEE LIMITATIONS OF USE OF BLADE®ON SHEEP 19 6063-T6 ALLOY AND TEMPER .37 6063-T6 ALLOY AND TEMPER __.y1,92a' 1.500"_ .124• -�.�_} •Q qTJ 670• 2226 n - g -g(i�z a0,2• (j)HV ADJ. ADAPTER W/LIP _9 7 ' 1.375'3.226• - QUALIFIED FOR USE W/ H'VBLADEGHY ADJ. FLOOR TRACK 5063-T6 ALIOY AND TEMPER 8 W/ HV Q9J HV TRENCH TRACK - - 5r3.750' Ol1ALIFlED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADEo1 T BLADE 01 ONLY. C� HV RAINGUARD 6063-T6 ALLOY AND TEMPER V VARIES 6063-T6 ALLOY AND TEMPER QUALIFIED FOR U E W/ HV - ^ 1.936" S3 '-r^--�1._9•1__Y.— _._— 1 d x; I BLADE 1.96• 6063-T6 A 0 TEMPER g .Oa" - .063' * - 8 - Q i .12 _II �QTyl� 1870 I`t_aB8• 9.� ,67� —� a'• ____ . 11 HV CEILING HEADER , HV HEADER/SILL HD CEILING HEADER�SILL - OUALIFIED FOR USE W/ HV BLADE(1lONLY, OUnuFlEC FOR USE w/ HV BLAPrI101 v SEE SECTIONS FOR VALIDIT177 606 LoY AND TEMPER QUALIFIED FOR USE W/ HV BLADE J 14 SEE SECTIONS FOR VALIDITY RED FOR USE W 8063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE 11 ONLY. X -T6 ALLOY AND PER COMPONENT .A 6 n T2 x Y t x rMILt o6r 1 > z' z• 'o.25 I T 3" oA90 L. -__T ® 7" 5"MAx.10.192� 0A.- x 1® SIDE ANGLES — s CORNER POSTS QUALIFIED FOR USE W/ HV 2.5• 7"MAX.!0.190- 0.190• QUALIFIED FOR USE T HV BLADE OI 0 LIFIED FORT USE W/ - ------•------- BLADE Q 6063-T6 ALLOY AND TEMPER LADE O ONLY ® 2" 5'MAX. 0.139" 0.131• 6063-T6 ALLOY AND TEMPER 6063- LLOY AND MPER FLORIDA BUIDING CODE Mon High Velocity Nurricone Zone ll�l II(� 1 02020 TLTECO,INC. 02020 EASTERN METAL SUPPLY, INC. ,,, . !lJ�y BERTHA HVTM �. ��C EN 9 L E C O N A.S,S,A Accordion Shutter System No.44117 = KV. RAM#1 W/OR W/O KY.NWM W MAX s*; * TILLIT TESTING k ENGINEERING COMPANY American Shutter Systems OAp�pN PAN ORWM BY: MP Association, Inc. 1 OLD 17-107 wTE 7 z 2A20 6J]5 N.M.M"U..S.,305.VWOY4A CMDENS,rLOR:M J31 /2I / ;�}'.• STATE 0 `��IO IL(J Phone (305)571-1530.fax:(3O3)en-1531 4268 Westro0ds Drive 2 DRAWING No '�0��:s/(DRi� •.•`` ^-'^� c0005719�`�m West palm Beach, FL J3407 3 ,ZC+—�64 ••�}. `� WALTER A TLLA Jr.P.E. 4 ��A„�10NAL Q. SEAL/SIGNATURE/DATE FLORIDA Lrc �`4167 ! SHEET OF 20 r 2.2Y3 -' ,/4-so.,/:• , M-2B ; aE as, �• - - 1-- _ MA HEAD j NDUSMG UTANLI ;.•_0 P .�- �• I 5.5.4. OWED L. I � `QOV �_ • I BN(ED PNNTED ESS 1 11 .x1 EGR TJRN 'V. J ~ 111 • N' L_-_.___ • - n tv n r O KNOB. ` 1 N h 74� -..-. _ -_1 • �4�, L__ ! Jig! — M's,CY...GEn rRis C GOER AA) ?h---- 3 0�1.326•� - 1' . En(fiROME TEO> PUT19) HV zl� QUALIFIED FO E W BLADE Uh g ONLY 2 4•,IQ"yq ®_ LOCK V EGRESS LO 6063-T6 ALLOY AND TEMPER OU ED 6FOOR U ALLOY AND TEMPER)& ONLY - 'I• Q BLADE(�1 & ®ONLY.OR USE W/ HV UALI�FIDEE FOR USE W/ HV C)h 4,� ONL III QUALIFIED FOR USE W/ HV BLADE 1 ONLY 230•'O.D. 2.674 i _ _ 6063-T6 ALLOY AND TEMPER pa HEAL „T 1 1.756 _922_ 4.Q46 -------- .''}21- MOLDEDR TOOSC Aw_ R d611 '. p V , .360 AFTER RIVETING .J,4V�, .Ate'. J "➢. �Pr, cl4j• ,' 1/4"0,-207X<3/4" BEFORE RIVETING S.S. THUMBSCREW 1/4 0-20 RIVNM • *S[PoES 9—.LUAINUM(2021-T3 ALLOY)LARGE FLANGE THIN PLAN LOCKER FOR T WICK CENTER TION ATE ®C QUALIFIED FOR ur µLO K B DNTEROMATE + 922: CHUM TO(TO .PA �PE2D,As NJERSEY T0705 er AEQU :7�0__- PART- _ --_- CHERRY TDITORN,PARSIPPENT,HEM'JERSEY 0]034 OR EQUAL FEMALE "T" LOGK CENTERMATE HV "T" LOCK ® HV ALTERNATNE LOCK ©QUAIJflED FOR USE W HV BLADE 1 ONLY 6063-T6 ALLOY AND TEMPER v ® QUALIFIED FOR USE W/ HV BLADE"',ONLY QUAURED FOR USE QUALIFIED FORUSE W/ HV / O 6063-T6 ALLOY AND TEMPER' W/HV BLADE�1)ONLY. BLADE 1 ONLY 6063-T6 ALLOY AND TEMPER .2 _--._' 3 161 3.132 --1 a - THUMBTllR11 CYLINDER OR .214' O63 .De' L I KEY CYLINDER 14' I I b .34s• as]s 31 IN ROD 4HD CENTERMATE W/ LOCKING ROD O°e " u. e 1 .125•M... QUALIFIED USE W/ HV BLADE 1 A QUALIFIED FOR USE W/ HV BLADE 1 k lA 606 i6 ALLOY AND TEMPER 6063-76 ALLOY AND TEMPER - ® r VARIES. 12•MIN. QU ED FOR USE W/ HV BLADE & nl o t/4•°-zG ss.cR}/3-.-s- - 1.130- 6063-T6 ALLOY AND TEMPER i (SEE O rws) CRElYS. 41/2. -THUNBTURN ($OEGVLS) --. CYLTN OER KEY 1.57 Min. CYLINDER L375-o -- -1/`•0 ® HD LOCK QUALIFIED FO SE W/ HV B Ci " �- BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. 6063-T6 A AND TEM ® HV 3/8"¢-�s ACEfAL /R QUALIFIED FOR USE W/ HV BLADE 1 & A �5�INSTALLATION WILL A 7/16• HOLE THUMBSCREWS FIR ED FOk USE W/ BLADE" 0 R DRILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR USE W HV BLADE 1 FLOMDA BJ�ONG CODE(Mon High Velocity Hurricane Zone 1 Ey 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. BERTHA HVTM AS A L E C O L N Accordion Shutter System ' No.44 67 s� SKV. BADE/1 W/OR W/O Kv WNW#RICE American Shutter Systems ,6,,,a, DATE oal e: MP TILLIT TESTING & ENGINEERING COMPANY REV.i of Association. Inc. , OLD 17-107 STATE F /�2p�10 6sss N m .( 5)s".153,ter:(305) 1-153 v, /2 DaE 7/2/2020 y9p' F ( Phone:(303)071-,630.Fm:(}03)671-t6}t 4268 Westroads Drive a y,��pp•�p.PORK A .-noa:6n—000Lcom West Palm Beach, FL 33407 3 DRAWING No '''•,,AVajONa' ••T;h,`\LAP 'ALTEROA-�6719r.P.E. . 20-164_ °jllllJllllll ` SEAL/SIGNATURE/DATE FLORIDA Li,./N161 3 SHEET �E. SHUTTER ASSEMBLY SCHEDULE FOR Tl HV (D HV R 12,.1 MIN.t E To BLADE TOP .062�' HV BLADE I EDGE AA 1875 is,=t' DO 'HV 25 .0625 HV BLADE 1A W19DOW BLADE 062 E'S "0 HV LONG RECESSED NYLON BUSHING ---fz I ( LE .0625 1875" 0.062 HV SHORT RECESSED NYLON BUSHING f5 PORTION Rl__ 0 HV NYLON HAT WASHER OR (9 @ HV WHEEL CARRIAGE AISI 302-303 SERIFS 41 '�//' .2.8750* x 0.870"x3/16' THICK NYLON WHEEL. 2 7/8-MIN. mv WINDOW 0.188"0 AISI 302 SERIES S.S. RIVETS 315-0 S CLEAR 03. EPARATION 17500" BETWEEN .0625' 0625' BLADE 5 3/4" @ HV 1 3/4- ACCORDION PIN W1 #8 HEAD EXTERIOR ZAI-- OPENINGS ON CIENTERS HV 2 3/4' ACCORDION PIN W/ 08 HEAD 476' 4 2 1/4- CLEAR POLYCARBONATE IMPACT RESISTANT HV WINDOW T TYPICAL HV WINDOW BLADE fA AND TAPS POLYCARBONATE HV WINDOW DETAIL or N,T.S. JgELNOTE FOR i REQUIREMENTS) I I OR (a POLYCARBONATE IMPACT RESISTANT HV VANDQW BAYER MAKROLON 3103 POLYCARBONATE 12*MIN RESINS, UV—STABILIZED GRADE OR SABIC 4CE My PIN REQUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR (SEE NOTE BLADE To TT I INNOVATIVE PLASTIC LEXAN 103 RESIN "F- ON SHEET 19) CLEA nap (1) HV PIN (D SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV IQ OR POLYCARBONATE SOURCES FOR V4 HV ® BLADE. EXTERIOR PTICAL SHUTTER ASSEMBLY NV PIN OR AT (2) HV PIN 0 MAY BE USED IN JEU OF (9 AND ONLY AT EXW" EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HVT 00.324 BLADE's KNUCKLE. (SEE NOTE * FOR SPECTI, Ae W92 Oa43 6/,., 0.043 bl;W BLADE WHEN CORRESPONDING TO INSTALLATION "It". SHEET 7. .04 REQUIREMENTS) 'ELD ST— AST',oweSAW Mi 92"a RAJ. TYP. 111—.1 IRD D 12.500 (3) HV PIN @ OR @ W/ 1/2" O.D. 1/16" THICK S.S. WASHER tl .'NLA ASTW DM MM­L W.000 PA.;, SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, weKi �Zm' Asiv a­',W SHEET @ � — WHEEL CARRIAGE #R DETAILASTO 02— 47.2 Z EMR LAYOUT RACASIM was C-1 CLASS C-1 CLASS AST1,Olen loco T ma T aim 1 VLE AFTER�N ASTIA sm D=i­i. wNa'Aw. ,I HV BLADE SOLID & 1A HV WINDOW BLADE DETAILS �SkE INYORE�ERMC ASTI, IMSI W. I mmp� N.T.S. FLORIDA BUILDING COD[(Non Nigh Velocity Nurricone Zone 02020 TlLrEC0.INC T-RA- 0 2020 EASTERN METAI SUPPLY.. INC BEARIW. ...... .e IS Accordion Shutter System A.S.S.A. LV. BADE#1 W1 OR W10 RV. WINDOW SAX American Shutter Systems NO,4 fins RE✓�N. DESCR."O" DATE DRAWN SrY UP TILLIT TESTING & ENGINEERING COMPANY -Association. Inc. I OLD 17-IC/ 7/2 DATE 7/2 20�20 ILSm M.W.3w SLI�305.�A GARDENS.RDRCA iL� STATE ftwe:(305)671-1530,Fa, (305)871-1531 4268 Westroods Drive 2 —DRAWING No A. —I West PoIrn Beach, FL 33407 3 20-164 CA-000 WALTER A.TILLIT6719 J, Pf —4 FLMDA U<.#44167 3 SHEET AL/SIGNATURE/DATE 6 anon 4 Of 20 1 � *NOTES ON HV LOCKS AND CENTERMATES: N 3 T U "!`�i'-0• 55' I�®yx��.�a� 1. MANDATORY CONDITION H: ONE HV LOCK or t�SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE ORBPr1�OW 2 OF SHUTTER SPAN FOR SPANS UP TO 105.AND FOR INSTALLATIONS T ANY ELEVATION. IV LOCK`EJ'or ^ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED T0�OR CENTERMATES W/(2) 1/4"0-20 x 1/2" LONG FIAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 16 aQ6. 35 2. L,�1;IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSE'S, UP TO TWO HV -= LOCKS V OR MAY 3E USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES OR 0 SHALL BE AS INDICATED ON NOTE (1) ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. Xa_N 3. I 42 IS USED H.V- LOCKS): LOCKING RODS �ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY 21 aR�5 oR� ®4• _"(' ,- �■® BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS�OR AN ALTERNATIVE DEVICE v II MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). SH- 4. MANDATORY CONDOM ONE HV LOCK 0 it 0 SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN Ird AND INSTALLATIONS AT ANY ELEVATION. HV LOCK or®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, -� ATTACHED TO 0 CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2" LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS AT TOP & BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 1Q`y� I MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 5. g0 Ag 33� OR?2 ONE ALTERNATE HV LOCK 26 MAY BE USED IN LIEU OF HV LOCK or FCR ANY SPAN AND ---- JYs: INSTALLATIONS AT ANY ELEVATION.ALTERNATE LOCK a MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4"0-20x3/4" S.S.THUMBSCREW TO 0 OR®CENTERMATES SHALL BE MADE W/ 1/4'0-2Ox3/4"ALUM. RNNUT AS SHOWN ON SECTION FIVE, SHEET S. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO 1 C� M8 LOCKS AT 1/3 OF SHUTTER SPAN. 6. MANDATORY CONDITION /3 FOR KEYSTONE TINTING INSM I ATIOM' ONE HV LOCK or or r ® � a SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP I TO 9e1, AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK 0 or®or a MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO®or ®SYMMETRICAL CENTERMATES W/ (2) 1/4"-20 x 1/2'LONG FLAT HEAD S.S. SEE END M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS®W/ CONNECTION -35' OR 9 TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON D i E X I J K L Y ► D ■ V M X SHEETS 10 LL 3,18 TYP. FU H HEIGHT. 3s' *NOTES ON HV "T" LOCKS AND CENTERMATES: J OF CORNER 1. -_. - - .,uYrrm MImN.- _..--- -------------.-_._------ ---- CENTERMATE ONE NATE HV -r CKS 93 OR 0 ANY SPAN AND NSTA.LATION AT ANY ELUSING N�AL NMATE BLOCK(��LLDY IN LIEU U ED AS AN DINS DE OR OUTSIDE FOR OCK.ATTACHMENT OF LOCK 0 INCLUDES USING REINFORCING LOCKER�, AS SHOWN oN SECTION HVG, SHEET 9, WHICH MUST BE 10•@%o"©•®a I�•®- -------- CONNECTED TO CENTERMATES®AND®W/ 1/4-0-20 x 1 1/2" LONG S.S. THREADED BOLT W/7/8"o x 3/32' WINGNUT OR W/ 1/4"0-20x1" S.S.M.S. INTO A 1/4"Ox 5/8" RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" ©•0'©o■©�^^O',(®tea MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS ®TOP AND BOTOM IS MANDATORY. C �• 8-� 4-gox(i®•��■ 19 *NOTES ON HD LOCKS & CENTERMATES: 1. HD LOCK 34 W/ HD RYAT c ;1 OR •2 W/ •x : ONE ALTERNATE HO LOCK®MAYBE USED IN LIEU OF TYPICAL 1 HV BLADE SHUTTER ELEVATION HV LOCKS 24 OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK'4 MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK TO @ IS W/ 3/8 x 3/8"F.H. S.S.M.S.,AND INCLUDES REINFORCEMENT INSERT�AS SHOWN ON SECTIONS HDB- AND DC-HVC, SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS IS COMPLETELY OPTIONAL FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane zone `-,u MlJlli ' 02020 ILTL Q INc. ©2020 EASTERN METAL SUPPLY, INC. ,,�`P�•••,•.••,. </T'',, A.S.S.AI. BERTHA ter T. .-��.•' CEN '/ '- Accordion Shutter System �'� I L E C O H.V. MADE#1 W/OR W/O KV.VAI aADE No.441 7 -�� American $huller Sysferns REV.N OESCRxmDN DATE DUMN eY YP i* TILLIT TESTING & ENGINEERING COMPANY * ��✓1 0.1!]N.M.3AN.SE.,Stw 305.MM Lx Q%Rms,RA4IDA. le- Assoclatlon, Inc. , OLD 17-107 7/2/20Z DATE: 7/2/2020 s�'• ,<,(JKl PN—x:(.m)a7,-1sw.Fox:(305)an-u31 L268 Westroods Drive 2 STATE 0 DRAWING No %9• •-moC WO6O•a.00m West Polrn Beach, FL 33407 3 Fro to � -00LLITJ 20-164 i, �P• R � WALTER A TlLl0 Jr.P.E. .4EAL/SIGNATURE/DATE rLOR'w uc 144,s7 3 SHEEP 6 CONCRETE ANCHORS POURED CONCRETE - POURED POURED (SEE SCHEDULE ON OR CONCRETE BLOCK CONCRETE CONCRETE-. SHEET 13) REQUIRED -1/4*0-20a3/4'S.S. REWIRED REQUIRED - -- - CONCRETE ANCHORS MACHINE SCREWS CONCRETE ANCHORS 18 �tAIONE(SEE MOGNnNG®ON SHEET)) (SEE SCHFDUIE ON W/ 1//'-20 17 (SEE SCHEDULE ON SHEET 13) i �, j SHEET 13) NUTS 9 12'O.C. i- 12 oR 1�4�j i rMin.- 1/4"9-20.3/4'S.S. / JEO EO-t-EO- MACHINE SCREws USING 1/4'-20 NUTSO 12"O.C.E D.• -.zso'Mo9. 0 --iI 1 -.250'Ma:. 0 .250' I Max. E. OPr—MIN IT T. a x 0E0 I 1 OR ♦ MIN. sEPasAnoN TD ciEXISTING 1. a � MIN. SFPARATKN TO GLA55 GLASS-- -(�SCHEDULE ON SHEE�S-'' 7-(sEE SCHEDULE aN SHEET11) EXISTING I I GLASS-- O HV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION B' HV WALL HEADER INSTALLATION + KEYSTONE EXISTING �I� -------_"---- --- - i MIN. SEPARATION TO GLASS CUSS--1 MN SFE91WK.1 i ♦ -.--__ r—(SEE SCHEDULE ON SHEET 11) To a.as(SEE I I 1 OR ® MIN. SEPARATION To GLASS ' ' --� °o'er.-� SOEIDAE CU 9QI `(SEE SCHEDULE ON SHEET I I) I GLASS ~11 FDA 9.10E MIND U1 9QT 19 FOR I. 9AOESmA® EKISTMIC OPTIONAL . GIASs--1 I ~ }I - �1/4'Yaa. _ 1 E. D r / / II.I i i ) �OPTIONAL /�/ 1/2 --_- 1/ 3 I EO r -..12 OR C4) --. __<_ - 1/4-0-2W3/4-S.S. Min. /) -EO -ED-. PHILLIPS TRUSS MEAD l 11/4'0-20a3/4-S.S. P14LLIPS - / CONCRETE ANCHORS `- MACHINE SCREWS USING CONCRETE ANCHORS -. _TRUSS HEAD MACHINE SCREWS /' 1/4--20 NUTS O 12-O.C. (SEE SCHEDULE ON W/ 1/4"-20 NUTS O 12'O.C. POURED CONCRETE (SEE SCHFDUIE ON SHEET 13) i/ - n'` ORURED CONCRETE CONCRETE BLOCK SHEET 13) OR CONCRETE BLOCK '.CONCRETE ANCHORS REQUIRED WALL REQUIRED 1 (SEE SCHEDULE ON (D; HV WALL SILL INSTALLATION POURED CONCRETE SHEET 14) F)HV WALL SILL INSTALLATION OR CONCRETE BLOCK WALL REQUIRED GI HV WALL SILL INSTALLATION NOTE FOR COMBINATION OF SECTIONS: INSTALLATION DETAILS W/ 1- SEE SHEET 4 FOR TYPICAL SHUTTER 4 E. D. - EDGE DISTANCE ASSEMBLY ♦ SEE LIMITATIONS OF USE FOR 1 H V B LA D E 2- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEE" 13) BLADE Sti ON SHEET 19 IN ANY WAY TO SUR ANY INSTALIATION. FIMDA BUILDING CODE(Non High Velocity Hurricane Zone I(1111 I2 02020 TILTECO,INC. 02020 EASTERN MEAL SUPPLY, INC. 1.0 A /r'',, BERTHA HV,. EN 9 A S S A Accordion Shutter System No.441 7 - L E C O N c. ■ ■ ■ ■ KV. aaoE#1 W/OR W/O KV. NINDOW aADE *: * TILLIT TESTING k ENGINEERING COMPANY American Shutter SystemsEv.N 11LSCR1'f10N DATE DRAWW IN: UP Association. Inc. I OLD 17-107 /2/2 DATE: 7/2/2020 STATE 0 s]5]N W ]6M st.Sle ]OS.VRpN GWDCNS.F DNIW Iti PpOr< (305)VT 53a I'm:(303)B71-15]1 4268 Westroods Drive 2 nft-0.Lcom West Palm Beach, FL 33407 a E21 a CA-0006719 64 /��(r '• .r, `' -- WPE TER A.TILLIT Jr.P.F .. SEAL/SIGNATURE/DATE FLORIDA y 441e 6 yPOURED CONCRETE ANCHORS Mx - - -'-. ``0 CONCRETE (SEE(SEE SCHEDULE ON SHEET 13) to ages(HE ---- 1 OR V� EXISTINc - t; NµTU - - -- 1 REQUIRED 1 sotmuc w s4ET I T EDGE OF rw mz/O GLASS `Ism socom UF IF w 9EE�1Y FOi !QT 11) S �. APPLICABLE EXISTING B.tcLS Q14119 GLASS— ` sua'7i1 .tiJ /LTERNATEANCHOR _ '' EXISTING LOCATION {H III ---I I I GLASS - -j10x3/4'HEX WASHER HEAD i{ 1 1 ON 3 DR)$ J/e')up.... i TEK SCREWS O 12'O.C. EDGE OF I t i •' � ._ I J/e'}Y CONCRETE ANCHORS LF I (SEE SCHEDULE ON SHEET 13) / EO - APPLICABLE vY // EXISTING I I 1 / t : /, EDCE OF J " GLASS— EDGE OF / /{ �j! II / H / / SLAB IF - suIC / 1/2 T /�/, EDGE Of � APPLICABLE _ �___— _ uN (SIT FLAT HEAD CONCRETE ANCHORS A Q�(� APPLICABLE / ,O, .O. / / /�: APPLICABLE POVR D J POURED i / IT. - ', O POURED--' / � // CONCRETE E D. CONCRETE (SEE SCHEDULE ON SHEET 1{) 0.SRFF7 I9 FOR ,) OR ® CONCRETE - REQUIRED FLIT CONCR ANCHORS RfOUIREO ■A=LDA� -" REQUIRED --'�{. D.•__—- �D.4 �r (SEE sc SHEET 74) 101 TRENCH INSTALLATION �� HV FLOOR INSTALLATION t HV WALK—OVER INSTALLATION VAuO ONLY FOR UP TO +70, -75 PSF A.S.D.J" `�i1 HV CEILING INSTALLATION ATION DESIGN PRESSURE RATING h FOR SPANS PER ��AA\\ SCHEDULE /3, SHEET 11 cwsrHc ----'- ----•. I O CONCRETE ANCHORS MISS a T I IV-- V- SHEETS SCHEDULE ON, I/.'D my..Li C.TAxw W/ w srcEr 11) EX571NC_;—�eeaR u[ I D(ISTIIIG ) AWINfFD TMREAOF09M I O EXISTING_.--I - -_ -- /4¢PORIERS INIRRIONAR I FASTENERS OR I / GLASS \_ GLASS —'an CImIRt AIR LtQI 11 -.� GLASS-� .3l9MMrpN 1D Q.cS F�]/1'M EMBFDIQR O 6- FOR MAX. Ie1 r��}-, 1 1 v I I (5¢50@RE W 51[D tt) O.G LP TC 6'-0'SP,W NID III 4'D.C.FOR SP,veS IMaER 1HW { 1/4' .{., R-o'1v TO e'-0'HAAx.APRY MAX. SEALANT A EAfJ+7 FASIEhER IHF/O 7 - 8 / (IYP.)(SIX NmE IN w SEEI 1/2' D• /10X3/4-HU ♦ FOR UMTAF10e5)/0 3 8 w I ©OR �/' -___ .- g-(�D8) WASHERHEADH MAX. TEK SCREWSCart.SF/X/IMr1 1/B O12'D.0 ttbCREW Is HEAD I OR SCREWS O9'D.COR I/4"4--20 5.5. M.S. CONCRETE ANCHORSz _ I J/ - /14x3/4'S.D.S. I� I i i i 1/4' I/4'A-2o.3/4'S5 MS W/NUT O 9'O.C. (SEE SCHEDULE ON 1/21 O 9'0.C. Y AIR • -.u®6•oC'i.-2D MIrSH -� v 7 ..I ,�•( RuRUL TW N0/1 51RJCrw1/2' 1' / 2 00 NIN. .. HAM Id(OECabtT11E ,7 I EDGE OF :" 1... E.D. gU) ---SLAB IF I t X ,14x3/4'F.M. SOS. YN. =-1 7/8-y�-,1 7/8'-L}1 / APPUCABLE. -_-__`_ _ LL.. —ems- O 9`O.0 / -CDNCRLTE ANCHORS - SEF NOTE I /, D POURED CONCRETE-- (SEE SCHEDULE ON ONE SHEET txbj 3(b) D. A� OR CONCRETE BLOCK SHEET 14) POURED CONCRETE--' ON SHEET REQUIRED OR CONCRETE BLOCK e' OPTIONAL- POURED REDUIREo �14)KEYSTONE MOUNTING INSTALLATION K) CONCRETE , HV WALL FLOOR INSTALLATION (J HV WALL WALK—OVER INSTALLATION M VM AS.O DES"PRESSURE: ♦64,-72 Pee RFCUIRED MAXWIUM SHUTTER SPAN e'-0' HV RAINGUARD INSTALLATION t NOTE- t 1F9S INSTALLATION SHALL BE NO ;OR COMBINATION OF SECTIONS: • E.D. - EDGE DISTANCE REMOVABLE WHEN PERFORMED I- SEE ASSEMBLY 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) OR�T ANC AN OPERABLE EXIT O BLADE ON SHEET 19 F I IMITATIONS OF USE FOR 2- MOUNTING SECTICNS CAN BE COMBINED INSTALLATION DETAILS W/ T HV BLADE iN ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE Non Align Velocity Hurricane Zcne 02020 TILTECO,INC C 2020 EASTERN METAL SUPPLY, INC �.' V\c=nrrR A■S■S.A. Accordion Shutter System No. 44 67 RV. eLA�E �� w/OR w/0►iv. WINDOW BLADE American Shutter Systems REV. DESCRIPTION DATE DRAWN BY: MP * r TIWT TESTING & ENGINEERING COMPANY STATE E = 055 N.W.J61N.St.,Ste.JOJ.VIRGdu GARDENS.FLWR :,3 bt Association. Inc. I OLD 17-107 /2/202 DATE: 7/2/2020 Z'fl'• P4one (305)871-1530.Faz (305)871-1531 4268 Westroods Drive 2 ' O'•, F e-mar. ree000aoLcaN1 DRAWING No ��. �GRI •' West Palm Beach, FL 33407 5 CA-DO067'9 20-1 C U •'•' ••• t"�� WAL-ER A TILUT Jr. P.E. 4 2 VY (� AEAL/SIGNATURE/DATE OR1" = B 44167 a SHEET 20 6 7 OF OU SEE NOTES ON LOCKING RODS©,H LOC KS©o.o T �5 INSTALLATIONS W/ � i HV AND ALTERNATE N, LOCK®ON SHEEP 5T IJ —D=NG G BLADE SLACK DETNL HVF IS VALID FOR ALL. BLADE WZ HV CENTERMATES E.MATES APPLICATION WITH MADEo 1 f1 OR SEE END WALL CONNECTION 10•®a©• ©.©a FEXISTING GLASS DETAILS ON SHEETS 10 R i S` 2 7' 6 1/2- 7- (GM-T6 ALLOT)ALL ANGLE I0 TAxoN I © OPPOSING SYMMETRYCAL CONCRETE CENTERMATES CENTERMATES MIN. SEPARATION (TOP/BOTTOM)k f10.3/4•S.M.S. O 12' —� (4)i10.1/2•S.M.s.ro 7UBE W1 HV LOCK- 7 or W/ HV LOCK or To ctAss AT EACH ANGLE (TYP)� iz o.C.FULL LENGIR. (SEE SCHEDULE 5 IN * i3 ON SHEET „) __ _—___ ___-1 iV IN11 5 w vo ����7�--1/2' I..ow© 3w CJ w - ® I a®a©.�a® 10 •®a `'♦ -�. © HVB OUT ® q ;2: ) i HVC 10`®a©+®a©•©�'�L�°A' I• ♦�y ©a®uu©•O] a® 1Q •®a E%ISTING GLASS POURED CONCRETE OR r REQUIRED RE BLOCK WALL fxISTING ©`®a�•®"®'©°' SYMMETRICAL------ I'N r�-7Q--©a�6-7 +®q ` --- -- - - GLASS • MIN. SEPARATION CENTERMATES Q��k q q ro CHED ��r��} ` 1 1k `l ®+® ©` lJ`© (SEE SCHEDULE 1 C B OPTIONAL ON MIN. SEPARATION III, (INTERIOR) ©+®•®•®6W0•® SHEET 11) TO GLASS Wx -- (SEE scHEDULE I N - OPTIONAL ON SHEET 1 1) , (INTERIOR) ____— ___—___ __— _ OUT ANCHORS 0 CONCRETE 16' �7•i� k/-TL-/, - VAM ao *�q `�•® 6 1/2'MAX. SUCK ( TERIOR) OUT OUT HVE HVF** uu`` nn - FLORIDA BUILDW CODE(Non High Velocity Hurricane Zone C2020 TILTECO,INC. m2020 EASTERN METAL SUPPLY, INC. 13ERTHA HV-M 'y�P�'��CEr• �'T'9=, A S S A Accordion Shutter System No.44 67n-�= I L E C O Mc. ■ ■ ■ ■ H.V. a wE#1 W/OR W/O KV.WND(�Iv RARE TILLIT TESTING & ENGINEERING COMPANY American Shaffer Systems Y REV. N. DESCMFTM DATE DRAWN BY: M.P � �� 6333 N.W.3w^.x•6,..�•WRAIAA Gu1om rtnooA M16 Association, Inc. OLD 17-107 /z/z DATE 7 2 zo2o -0` STATE F'• Ph—a:(305)671-1s30.Fox:(3D5)a71-1331 4268 Westroods Drive 2 DRAWING No .Oi- F�ORI P,.'�v``` _.R:D °°"°I.`°" West Palm Beach, FL 33407 3 20-1 64 4, s ........ •• WADER A 11L T-P.E. 'a,,,S�ON1A1 `A�`SEAL/SIGNATURE/DATE FLORIDA Uo.044,67 a SHEET 8 OF 20 ALTERNATE INSTALLATION W HV "T" LOCK MALE/FEMALE "T" LOCKS CENTERMATES & LOCKERS 2711 HV BLADE SEE END CONNECTION DETAILS ON SHEETS 10 k 18 INSTALLATION 1, HV BLADE OUT ,� IN /-ExSRNc "ADEOsucxDEAE HOIGEDDNSNEE 8. Wf HD CENTERMATES �1 I ws WELL AS UNIVERSAL FUMI_.a)Mn Roo-HVD. � �,.©.Oj w g�wt�•®w �wNsrlcwtm oN oMIsNE sNHVGEET,S M.Y iH nos WRH TMS WERNA-- CONNECTIONEE END WALL . 2•Sp®W,©.6-©©w iALuiaN ETHOWN os SHER. DETAILS ON SHEETS 10 R 1■ -- (606.T-TE Au.DO NUE w�,® 35= 35-�, .rx:lE W/z)I 1 TM1'VI - .Ncs o mxcRrrz '/N- (afn:DNA_I 64# u•noH I.),._/2's.N.s.TD(1A I Im.J/.'s us.o Y _ __ _____. — j t EACH ANCIE. c.c nAi JHGH* ; _ ———_ 3 5 3[' �LOCKT(INSIDE) iN O ( N.0"� . ., aqn IN. _ (pw(M) e DaDx LL - - -- ---- -- a ,� — — -1 --�- ---- - - --- ------ ------ - --�-- -- - -- '�---- � y t� 5 e*q —® 1 OUT 31 os� �t 3 Oa® 31 olE© 31 OR 2 # 1/4" 0-20 x 1 1/2" S.S.M.S. - a4 �3� (OP3i�) SEE Not'O FOR HV EOGIt®• `� W/ 7/8"0 x 3/32" WINGNUT. (OPTOMAQ HDB—HVB OUT HDC—HVC T�ocx,off SHEET s. » �0 HV "T" LOCK (OUTSIDE) � SYMMETRICAL HD CENTERMATES SYMMETRICAL HD CENTERMATES i..I`�'� Wf-3d' LOCK_(EXTERIOR) W/ (� LOCK (INTERIOR) t SERIES 9AM AWMINUN �* (202.-TJ ALLOY)LARGE RANGE MIN SHEET NUISE PART/D AS MANUFACTURUR fE/ED AN1ELEL CHERRY 1 �w TCxTO,",PARSIPPENY,NFW AM" © O ®w© O ®w 0705.OR_10 L © O •9EE RDTCS DN LMM RODS®t«a®uxM M SHM rs DNNfl61E ROAx e'ADE(3 mwE wo-RVD n vAuo FOAL Au¢NnJaWrzs APPudTanz oTn,MAtt O HDD—HVD*e FLOATING STACK FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 1u111 02020 IETECO,INC. 02020 EASTERN METAL SUPPLY, INC. ''''• BERTHA HVTM ,, .,...... /r ,10' ���ENs �'9 A S S A Accordion Shutter System L E C�Oe H.V. BLADE/1 W/OR W/o RV. WINDOW RAGE a ' N0.441 7 American Shutter Systems REV. DESCRVTION DATE DRAWN BY M.P TILLIT TESTING 8 ENGINEERING COMPANY c* * :�f 7�� Association, Inc. oLo n--log /2/202 DATE: T/z/zozo Eft''_ P3J5 N W JMN St.Sb.JW,VRCiNA GWDENS.l 0DM JJ16 -O'•, STATE Fmwe :(305)071-15x.Fox:(305)e/1-1531 4268 Westroods Drive 2 %90' `CORI ��`,� W _GG000b?i9 West Palm Beach, FL 33407 J DRAWING No /C yk-,E� WAITER A TILLR Jr.P.F. 4 20-164 EAL/SIGNATURE/DATE FLORIDA Lc 0..IB7 a SHEET OF 20 - POURED CONCRETE POURED CONCRETE POURED CONCRETE —POURED CONCRETE OR OR CONCRETE. OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL REQUIRED BLOCK WALL REQUIRED BLOCK WALL REQUIRED - BLOCK WALL REQUIRED � EXISTING GLASS /�-EXISTING GLASS CONCRETE ANCHOR EXISTING GLASS 7-—A / ,-2' MIN, EXISTING GLASS O 16"O.C- ---2"INN/. r _ LIN. ISEPAAAIION r � %' .� 1'__ Z I � ro cTwSs(SEE .I 'MASS CHEDUILE GLASS ON FEETkEC-TI 4D IO - YN'sEPORATKIN EO ' Ell ro GLASS(SEE I I FOR BLADE®AND9CFm N r ON SHEET TO GLASS(SEE SCHEDULE ON SLEET 1/16"x3"MAX. ON SHEET 19 FOR SCHEDIAL ON SHEET / 11 FOR BLADE OA D (6063-T6)CONT._�� a-ACES G)e Q'�1I FOR aADE(D AND 11 FOR BIALE 040 (LOCATE AT .__ ON SHEET 19 5 R ALUM. CLOSER ,_ �T 9 FOR 1/2- ___- ON SHEET 19 FOR ETHER SIDE BLALE5mk® PLATE. (LOCATE 1/2" _-. BIIOESmkDIF 5) AT EITHER SIDEW1/2•YRI. �Q) _—.� ,4 USE I'OR 2-MAX. IC iloxl/2•S.Y.S_. /tOx10216'O.C. I ALUMINUM CLP)µGLea- •-z"16,O.C. -----� (6063-T6 ALLOY)AT MIDHEIGHT,; _ (1)/10x1/2-S.M.S. TOkdJ? \ ----� (z)T/{Y TAPCaws ANCHORS TO- /rWALL AT 1"O.C. (LOCATE AT ©OR & SEE DETAIL X FOR J ({�OR „ SSID OUCOTO N EITHER SIDf OF O) '� 0RSIDE CONNECTION �'.! TRAC SEE DETAIL X FOR-r _ _ 6 7�•6 10•®� TO TRACKS 6 7 6 10,•®- SIDE CONNECTION(7 •© TOTRACKS0-0•0-©•Oa 1 .0' lam-©•©� ®'© 'L.i'-©'©"� ©'O'©>©'O.O� 6 END CONNECTION DETAIL t� END CONNECTION DETAIL 2� END CONNECTION DETAI END CONNECTION DETAIL 4Q POURED CONCRETE OR ♦ REWIRED ONLY FOR SPANS GREATER THAN 12'-0' r vNCI, CONCRETE BLOCK WALL EXISTING 4 GLASSGLASSREQUIRED S 4 MIN.SEPARATION �'"'_-.------ r0 gS(SEE �' a 16•o.C. YN.SEPARATION Z------ ------- SCHEDULE ' \� 11 FOR BIADEC) CONCRETE 1/2"MIN. 5 SCHEDULE ULEf 19 FOR ' �J ©OR®OR�OR --SHEET TO(LASS(SEE ____ - ___-_ ON SHEET 19 FOR ANCHOR O ___ _____ © O / __- - _ OR OR() OR i SOIFI%AE ON SHEET _____ _ FAAD��h 4 ANCHOR` HAOES M&0 c-____- OR(D O O.C. _1/2•MIN - ' .C. r I I _ 1 7 1 -1/2'MIN. `EQ - IO,�OR®OR ))OR 2"YIN. i- ��2"MIN.�/ ♦ SEE LIM ATIONS OF USE FOR VIEW Y io� BUOE80NSHEET 19 (9OR OR(9OROOR�R �' PLAN DETAIL X END INSTALLATION POURED CONCRETE OR - -- Q m^•O O O"'L`9'®" __..__ -_-. CONCRETE fILOCK WALL TS.®'©• ©•®P �-_ •®"©•vj-'©'0°' REQUIRED ©•O•©�©•O•®aCLHV BLADE OR HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL Q END CONNECTION DETAIL© ®�® ®a©.® {y FLORIDA BUILDING CODE(Noy High Velocity Hurricane Zone .J��+",E�I IE %�Wy x� 02020 TILTECO, INC. 02020 EASTERN META. SUPPLY, INC. .••...- ��,,, BERTHA HV,M �.�`1�.•',_\CE S�S�A� Accordion Shutter System A� No.44 6 KV. Ell"#) W/OR W/o KV.WNDOW BADE TILL IT TESTING k ENGINEERING COMPANY American Shutter Systems DESCRrTM DATE DRAWN 6,., MP STATE Association, Inc. I OLD 17-107 2 20 DATE: 2 z 2020 e�ss e.w Jnm.sl..sl,.Jos.K+unw cwnTrs,rLoww Jnc // // 'D•• Pnme (305)671-1530 Fax: (305)e71-I53I 4268 Westroads Dave 2 •'��ORI P .•��.`���'� e-mo64 Gli�ft.'— West Polm Beach, FL 33407 3 DRAWING 20 �o 711 ""416�0-N,A, �!`��SEAL/SIGNATURE/DATE WFLo Ion Lc Ir 44167E s SHEET 10 OF 20 SCHEDULE F /1 SCHEDULE N2 SCHEDULE_" MAXIMUM SHUTTER SPAN 'L+' OR •L-' MAXIMUM SHUTTER SPAN* "L+" FAXIMUM SHUTTER SPAN*•'L+" (ft.). FOR INSTALLATIONS W/ OR -L-" (ft.) FOR i INST 1ATION EGEND CENTERMAM (0 &® or or INSTALLATIONS W/ ETR INSTALLATIONSW/ ONE H.V. LOCK or or or COMNCCET hWOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN HD LOCK ®W/ NO ®KING®ODS�or ONE CK or or® W/ ONE HV LOCKS POSITIVE A.S.D. DESIGN PRESSURE RATING. CENTERMATES®h ®W/ ONE HV 7' W/ NO LOCKING RODS ® W/ NO LOCKING WALL A, B, C, D, E, M, N, 0, P, 0, L : MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE MOUNTING F, K dt L R, $, . A.S.D. DESIGN PRESSURE RATING. LOCK ® W/TWO LOCKING RODS ® TOP & (SEE NOTES t,Tt) V. ALID FOR MOUNTING(� (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR BOTTOM SEE NOTE$ 1Y SHEET 7) FLOOR/CEILING G. H. 1, 11. J WALL MOUNTINGS (TOP/BOTTOM OR FLOOR CEILING: CONCRETE 3 WOOD WSTAUATIONS CONCRETE k WOOD MUM CONCRETE MOUNTING & M T, U, W h X ) / As OEM As c.oavivt T 1' ` •s o�ot_swr INSTALLATIONS GIVEN A POSMVE A.S.D. DESIGN PRESSURE RATING, PIESSURE WALL MOUNTING FLOOR/CEILING .RT.swRE wNl MOUNTING vra ss,wr DETERMINE MAXIMUM SPAN 'L+'FROM SCHEDULE. MTMG w,nNc RAnNG nAOR/CEIUNG MOUNTING GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING. (w.r) MOUNTING (•...0 FLOOR/CEM3NAG MOUNTING (a•t.) OR I' ) ...... _ N DR_) _ (.DR-) ROOR/wN.L MOUNTING DETERMINE MAXIMUM SPAN 'L-"FROM SCHEDULE. l 4 l-(ILA L♦ L- l 4 (6) L-(ft) L (4) t-(R) O MAXIMUM SHUTTER SPAN 'L+•OR 'L-•FOR 30 OR LE I6'-0' 16•-D• 18'-0 Is'-O, 30 16•-0 16'-0' 30 16'-0" 16,-0• INSTALLATIONS INTO WOOD SHALL BE UMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EOUTAL TO THE 35 14'-10' 14'-10' 13'-2' 16__w 35 14•-10' 14'-10' 35 13'-2• 18'-10' 105 P9f'A.S.D. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN •L+'AND 'L-'. -. _ _16 40 13'-10' 13'-10' 14'-2• iS'-2' 40 13'-10' 13'-10' 40 14'-2- 15'-2' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR _ 45 13'-1- 13'-1' 13'-4' 14'-3- 45 13'-1• 13'-1' <� 13'_4• 14'-3' t HV CORNER CENTERMATE/J MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-S' 12'-0' 12-8' 13'-r so 2'-S' 12'-S' So 2'-3• 13'-7 MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/ FLOOR/CEILING MOUNTINGS: _ SHALL BE AS INDICATED ON MANDATORY CONDITION 55 11'-10' 11'-10' 12'-1' 12'-11' _ 55 11'-10• il'-10' S5 71'-1• _ 11'-11• �2 FOR A GIVEN POSITIVE AS.D. DESIGN PRESSURE 66 11'-4' 11'-4' 1V-r lY-4' 60 11'-4' 11'-4' 60 t0'-2• 10'-11" NOTE /5, SHEET 5. RATING: _.__ 65 Ir-10' 10'-10' "'-1• 65 -- - 1o._10•__ -10'_10• 65 9'-5' IO'-1' DETERMINE: 70 10-6• 10'-6' 10'-9' 11'-S' 70 10'-6' 10'-6' 70 8'-9 9-4' L1+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 75 10'-1' 10'-1' 10-4' 11'-1 75 10'-1' 10'-1' 75 - 8'-9" + L2+- MAX. SPAN FOR FLOOR/CEIUNG MOUNTING - t 1 EXCEPT THAT MAXIMUM SHUTTER SPAN 'L+'OR INSTALLATIONS. _ 80- 9'-1C III 10'-0' 10,_r J15 � -10'_ 9'-10' 'L-'MID MAXIMUM AS.D. DESIGG PRESSURE RATING FORBS 9'-8' _9'-8' 9-9' 10'-S' '-6. 9'-8' NSTA LAT ONS RRO CONCRETE OR CONCRETE BLOCK FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 90 111 9'-3' 9'-5' 10'-1' -3" W-3' SHALL BE UMITED AS FOLLOWS. RATING1- CONNECTIONS TO KEYSTONE MOUNTINGDETERMINE: 0 61..-0' 8'-r 9'-2' 9'-10' '-0' s'-9' L1 MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 100 8'-9• 8'-4' 9'-O' 9'-7' 100 W-9' 8•-4• LIMITED TO +64,-72 ps.f. AND 8'-0' SPAN, SEE L2-- MAX. SPAN FOR FLOOR/CEILING MOUNTING MOUNTING MOON SHEET 7. INSTALLATIONS. 105 8'-7' r-11' e'-9' 9'-4' 105 s•-r 7•-11' 110 6'-4' r-7• 8'-r 9'-2' 110 8'-4' r-r FINAL MAXIMUM ALLOWABLE SPAN IS EOUAL TO THE 115 -8'-z' 71-3' 8'-4' 8'-it' 115 8'-2' r-3' SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN 'Li+'. "L2+•, 'Lt-'AND "L2-' 120 8'-0• 6'-11' 8'-21 8'-9' 120 8'-0' r-11' (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-10' 8'-8• 8'-0. 8'-3' 125 r-Ii 8'-a' ALLOWABLE SPAN AND NEGATIVE AS.U. DESIGN 130 7'-r 6'-5• r-10' W-1' 130 r_r 8'-5' PRESSURE RATING 70 DETERMINE MAXIMUM ANCHOR WIND ZONE MINIMUM SPACING.135 r-r W-2' r-9' r-9• 135- r-r s•-2• SEPARATION 140 7'-3• 5•-11• rj''- - r-9• 140 r-5' -W-11• ASTM E-1996 145 7-r 5'-9• 7'=5' r-3• 145 r-r s-9' TO GLASS 1'-2• 5•-7• r-4' 7'-0" 150 r-2• 5'-r 155 7'-0• 5'-5" 7•-2- W-9' 155 r-o• 5'-5' 1 THRU 3 " 160 6'- 11• 5'-2' 7'-1--- 8'-7• 160 6'-11' W-2' 165 W-1w 5'-7' r-0' W_r _ 165 W-10'_ W-1' 170__ W_9' ♦'-11' 6'-1/' r-2' 170 E'-9' 4'-11' 175 8'-7- 4'-9' 8'-9• e-W 175 6'-7• e_r 185 8'-C 4'-8' 6'-8' S'-10' 180 6'-6" 4'-e= 1 H V BLADE __- - 185 8'-3' 4'-fi" 6'-7' 5'-8' 185 6'-5' - _—W-8' 190 8'-4' 4'-5' 6'-8 S'-B• 190 6'-4" 4'-5"._. 195 6'-3• 4'-3' 8'-5' 5'-5' 195 6'-3" a'- " 200 8'-2• 1 4'-2' W-4= .5'-3• -200 - 6 2. 4'_2" 205 1 6•-1- 4'-1• W-3- 5•-1• 2os 6'-! T 4'-1- FLORIDA BUILDING CODE(Non High Ye ocity Hurricane Zone A\-�11 1 1141",ET C2.2l IiI.Itit, 1(, - C2020 EASTERN METAL SUPPLY, INC. . � ( /r'� BERTHA HV, \xC Ns :19--- A S S A Accordion Shutter System IL ECOIWG. No. 1 ■ ■ ■ ■ Kv. anDE/1 w/OR w/0 Hv. N1rODw a" TILLIT TESTING h ENGINEERING COMPANY American Shutter S terns ys REV.M. DES"WTKIM DATE DRAWN BT:M(CW.LG. -. „.°.,ct�.st..st•.3Y.1m+aNw wmws.r,_oR1w 331E Association. Inc. t OLD 17-107 /2/20 DATE: 7/2/2020 STA OF h���° (305)671-'.5s0 To. (305)e71-1531 42613 Westroods Drive E 9 ` °It°°°m°°I°°m West Palm Beach, FL 33407 DRAWING No 6 OA0'•F[0 IB u-000,719 2�-164 F TER A.TC.I I'1, P 1 S/0N l�tL/SIGNATURE�DATE nOMDA 144167 SHEET MAXIMUM ANCHOR* SPACING (in_) SCHEDULE FOR A MEN MAX- SH rTTER SPAN A c D DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETESTALLA IONS, ANCHORS SPACING LFOEND POURED CONCRETE 1 APC.c AHO F 0H SHM 6, POURED CON CONCRETE TAPCON OR ."MU A WALL HEADER KING JKWALL HEADER NOUNi1NG ®WALL HEADER MOUNTING ', ''WALL SILL �1OUNTING D WALL SILL yVUNTING C t WALL HEADER/SILL TAPCO11 WITH ADVANCED SPAN / W/ry W/7i MOUNTING THREADFORM TECHNOLOGY (N) �Ifi'A9E PffS4aE Mlaa: ASA 06171 IEatlaE PeFIDl1E 11011111110(p>f ASD.DESIGN MrA71E PRESSLAE RATN;(PO D.tES01 IEQUIVE PIES411E A06C ASD.OLgdl"B""E Kum MT" AS.a� 11E74aE Raw ALL POINTS SOLID-SE i 30 40 p 75 90 120 1p,205 30 40 80 73 90 120 160 205 30:40 60 75 190 I120;.100 205 30 40 60 173 90 120 160'.205 30 40 e0 173 90 112011601205 30140 p 75 90 120 160j203 BLUE TM _ 1 f0 • e e 6 • 14 12 0 a 6 6 6 14 1 +0 9 _ 14 11 __ f s e e 1- tf 1 a _6. 53 e_ 3'-0 14 12 10 f • 9 • 6 11 11 10 • e a 6 e -- 12 t0 f •_ • e • 14 I2 10 9 a B 6 6 1{ 12 +O f e s e e 9 • • • • s s a TAPPER+ OR(ES,14 i 10 9 111 • e e t4 12 f0 • s•a 6_ 6 14 12 10 i a • • • 14 12 10 9 a e e '7 14 12 10 9 a a a s_ 6 • e e • e a as 14 12 10 f • 6 e e 14 11 10 e •% 06 /4 /2 10 e a e • • 11 12 f0 • • a • - 1{ 12 10 • e • • • • • 6 • s a e 7 14 +2 t f a • e 4 14 12 + 9 • • • 14 1 1 a 6 • 14 12 to e • 7 - 14 1 + • • • 6 A._O. �{ 12 10 6 6 • i -� 11 12 10 %- • 6 • • /{ 12 10 9 • • • a 14 12 /0 e • • 0.6 - 1! 17 10 • a • e e • • • a • e -• e 14 12 10 6 • • 43 - 14 12 10 6 • a 6 ♦ 14 12 10 f a a • e /4 12 10 6 6 • - 14 12 10 a e 6 e -- • • • • • ! •b 1{ 12 10 • • • • , 14 12 /0 f • e • f 14 11 10 9 _e_ a e e 14 12 10 9 i 8 = fi 12 10 6 • 6 a • • a 6 a • 7 11,11 ,{ t to f - 14 11 • • 14 12 10 9 e e a a u 12 ,o f - - - 1 12 t0 9 7b as - - a • SEE ANCHOR 5'-0' 14. 12 10 f • • ab _ 14 12 f0 • • • 6 3a 14 12 10 9 B a -6 '6 14 12 10 S 9 7 - - +4 12 10 e • • t - • • `a- a a s • s 14,12 10 • s 0.3 - - 14 12 10 a- s • a3 - 14 12 ,0 9 0 a 6 5 1, 12'10 f 6 - - 14 11 10 9 6 7 - • • s s e i s a SPECIFICATIONS (,'14 t0 • • • { - 14 12 10 e • • • 33 /{ 12 10 9 B a 6 6 1{ 12 t0 6 0 - - - 14 111 f e 7A - - • • a s s 75 ]S a ON SHEET 13 14'12 10_ • 6 a.3 3 - 14 12 10 • 6 6 42 - 14 17 ,0 9 a a a 6 1{ 12 f3 73 ♦ - 14 12 •3 73 a3 3A 6 • e 73 e.5 i 4.5 35 - 1♦ 12 109 • of - - 14 12 10 • • • 43 - 14 /2 t0 9 9 e66 1, 12 10 9 • 4 - - 11 12 M •_ e • ♦ - • •_ a---e -9--6675 6-0 14 12 10 9 a 3 - - 14 is 10 • a a - - 11 12 f0 9 a e 'S.5 35 14 12 10 • .8 - - - 14 /2 t0 9 73 a _ 9 • 8 B 7.5 5.5 4 ' 3 14 12 ,0 9 a 5 - - 14 12 10 9 6 • 1 - 14 12 10 9 e y B_6 '' 14 12 10 • • - - - 14 11 10 • • 45 - - • • e e' a' e 4.5' - :4 12 10 9 e 4 I- - 14 12 M f - is i1 10 9 a a 6 - 112 43 - - - - 14 1! • l• 5• - - - 9 • e 0.3 53 4 3 14 12 10 9 6 4 - 14 12 10 9 • a3 ] - 14 12110 9 a 9 6 - 10 6 • - - - i! 12 10 9 • 7 - - • 6 a 6 a B_7.5 el4 t2 10 9 4.5 - - - 14_ 11 10 9 a 4 - - 14 12 10 9 1 B 7 4 - 10 5b - - - - 14 1116 6 s S 3.61 ].5 3.75 - - 11 12 10 9 • 6 - - 14 12 10 9 6 6 6 - 10 f - - - - 14 12 10 66.7 - - - a a • e7 a12 10 8 S.5 3 !- - 1♦ 12 10 9 6 13 - - 14 12 10 9 • a 7 - 14 11 53 13.5 • • !fd M14 12 l0 9 5 5 - - 1{ 12 10 9 • 14 12 /0 9 a 6 - - 10 7 ♦ - - - lf• 12 10 9 `B 7_ - - • e e s s 73-0� 1{ i2 t0 i55 7 - - - 14 12 /0 • • - - - 14 12 10 f 0 a3 - 63 3 - - - - 1{ f1 0.5 7 4 - - - • • • 7 8b 4 J - ♦SEE UMjjATIONS OF USE FOR14 12 10 9 5 - - - 14 12 10 1 6 ♦ - - 14 12 10 9 • e - >D - 14 12 OS:7.5 4.5 - • 6 • 78 • 43BLADE A ON SHEET 191♦ 12 f0 8.5 4.5 - - - 14 12 1 - - - N 1 /0 f - - - ♦ - - _401{ 12 10 9 73 - - - 14 12 10 9 • _-_ - 10 6 - - - 14_ 12 10 • S.S - - - • • • • • bb • 3 14 12 9.f 4 - - 1{ 71 f0 9 ,.6 - - 14 12 10 9 73 - - ♦4 - - - - - 14 113 7A e - - - - 7b a ♦1a 12 10 e 1 - - - t{ 12 10 9 7 - - - U +2 10 • • - - 5 - 14 12 • 0.5 - • • • •3 { 14 12 •a 6 - - - t4 +2 +0 • - - - 14 12 10 9 - - - -.1- - - - -S :5 LS -.i- - - - • 6 a3 1 - - 14 12 63 0 36 - - - 11 12 10 a e3 - - - 14 /2 10 9 • - - - 14 12 7 - - - - - 14 12 10 73 5 I- 9 6 • e • 73 43 - 10'-0� 1{ 11 u 3 - - - - 14 /2 10 e 3 - - - 14 12 10 9 • - 14 0-5 3 - +4 10.5 7 33'- -_ - 9 • 7 a3 4.513.111 14 12 • I.a 3 - - - 14 11 10 6 6 - - - IS 1T to ! • - - - U 11 - - - - _ - 14 11 73 - - _ - • a 73 e e fa 12 7 - - - - 14 12 10 - - - - - 14 12 10 - - - - - ob II - (- - - l- - -5 e 5 - - - - - 6 e 33 - - - 11•-0' 1i 12 7 - - - - 14 12 10 - - - - - 1♦ 12 10 - - - - - is 12 b - - - - - 14 12 10 - - - - - 9 6 -6 9 • 7 14 12 , - - - - - N 12 10 - - - - - 14 12 11 - - 19 f3 - 23 e3 • • 9 • • 4 14 12 e.6 - - - - - 1/ 12 W - - - - - „ 12 /0 = - _ - 33 10 - - - - - - 16 10 7 - - - - _ _a • 7 a3 a.5 - - - 14 12 11 - - - - - 4 1 - - 4 12 10 - - 9.5 7 - - - - - 93 - _ _ - - • 4.5 - - 12-0' 14 ,2 L5 - - - - - 14 12 16 - - - - - 14 12 10 - - - - - tt• 12 ♦ - - - - - 11 12 10 - - - - - • 6 • 6 -• • - - 14 12 3 - - - - - 14 12 6- - - - - - 14 12 10 - -- 1.5•3 - T. v-4 6 i 63 AS _4 ,: n 5 - - - - = 14'12 1e - _ _ _ = 1. ,: ,e - _ - - - 16 9.5 - 3b.3 4b = = _ = - f - - - 1 HV BLADE OR 1 HV BLADE 1 # - - - - - +4;12 - - - - - - 14 , - - - - - - - - - - - - - - - - - - - - 3. 0 14 12 - - - - - - 1i 12 - - - - - - ,, ,-2 - - - - _- -- ,. ,2 - - - - - - ;. ,i -_ - - - - = 6 . . . . a• _ _ _.WZ 14 HV WINDOW BLADE /1 10 - - - - - - li i2'_- - - - - - 14 12 - 03 53 - 03 a • • 6 4 3• 14.12 - - - - - - 1i 1] - - - - - - 14 8 - - - - 13 e - - - - - 13 e3 - - - - - - • a as 4a - -- - - 14 12 - - - - - - / 1 - - - - - - , ,: - - - - - - 3 - - - - - - f - - - - - - 4 - - - - WORKING I N UNISON 1412 - - - - 14 12 - - - - - - 14 11 - - - - - - 14 9 - - - - - - 14- 12 - a 6 • • 73 { 14 7 _ _ _ _ J L4 - - - - - - 14 $ -- - 10 4 - 10 73 - - - - - ! 73 5 ♦ 7 - - ,4 1Is - - - - - 14 - - - - - - +4 12 - - - - - 3 4 - - - - - - Os • _ - - - - - ` - - - 14 - - - - - - - - - - - - - - t4 - - - - - - - - - - - - - - _ 7 6.6 3 - - - - 15'-0' 14 - - - - - - I- +4 - - - - - - - 14 - - - - - - - +4 = - - - - - - +4 - - - - - - - 6 a a 7 7 3-3 - - ,4-- - - - - - - 14 - - - - -_ - 14 - a _ 9. _9 43 33 3 so • 7b 0 „ t - - - - - - - - 1Tr 4 - _- - - - -- 1* - - - - - - - 14 - - - - - - 14 - - - - - 14 - - - - - - - - - - 16'-0' _. ._. - - _ _ _ _ - _ - - - _ - - 14 - _ _ 14 _ _ _ _ 14 _ _ _ _ ! Is a • 0 73 e 3 JUS " " FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 1L111l111 + 02020 TILTECO,INC. ®2020 EASTERN METAL SUPPLY, INC. A S S A BERTHA TM = -�= I L E C O A.S.S.A. Accordion Shutter System No.441 ILv. MADE►T w/OR w/o Hv wtoow eunE ' "-- Systems s TILLIT TESTING t ENGINEERING COMPANY American Shutter S y REV.N oEscllemoa as IIRAaW BY: Mr *i * Association, Inc. 1 CLD T7-107 z z STATE e355 N.W.San.s..al..ws.w919u GARDENS.nn604 331 /2/z02 OAlE 7 oz0 Pao*:(305)671-1530.r*.:(305)Q71-1571 4268 WestroadS Drive z � •' 6 ����` * u-UOOa719 Polm Beach, FL 33407 3 DRAWING No i, CORI m9G: WO67ea.com west �` ...- AI � P WAIio IRIDA LTI 144167E 5 SHEET20-164 AIM!, 1 SEAL/SIGNATURE/DATE 6 12 OF 2 MAXIMUM ANCHOR" SPACING [in-1 SCHEDULE FOR A GIVEN MAX. SH TT1FR SPAN. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A.S.D. DESIGN NECATNE PRESSURE R♦UNG AND A CORRESPONMG MDLNFIN'TYPE FOR CONCRETE OR CONCRETE BLOCK I tt+IA11DNs (SEE MDUWWLS E.G.&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: PO MED OOI MBVCMCFW E BIDO( ►OUT®OONt2r7[ W TO EXISTING POURED CONCRETE (Min.1'c - 3 kM) MwwUW OWALL SILL MOUNTING ©CEILING MOUNTING QH FLOOR MOUNTING - 1/46 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY T.W. BUILDER. (Min.fc - 3 k.l) SPAN - 1/4.9 x 3/4"ALL POINTS SOUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,DOLT&SPECIALTY COMPANY. (Min. fc : 3 k.;) (N) `.0.DEEM NEGATIVE PRESSM PAW.(W)kS.0 DIEM NMQ E FRESM RM 5R kSD.DOW N7ANE RESRK RATWD'PK) - 1/4-0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC.(Min.fc - 2 ksi) 301 40:60 75 90 120 160 205 30 140 60 75-90 120 I60 30140 5D:75 j 9011201160 205 TAPCON OR _ 1/4'e TAPER+ANCHORS AS MANUFACTURED BY DEWALT,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY OR ANY TAPCON WITH ADVANCED OTHER APPROVED UCENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. Min. f'c - 3 k.i 14 12 10 9 B 8 e 5.5 14 12 1 I a 1 _ THREADFORM TECHNOLOGY ( ) 31-0' 14 12 10 0 B ! 6 6 14'12 to ! s s • t 14 12 10 Y 6 ! s • ALL POINTS SOUD-SET NOTES: OR LM 11 -12- 10 9 e e- !- 6 Is'12 10 ! • 0 •- ! 14 12 10 ! • • 8 s 14 11 tID 9 B 6 0 7 14 12 16 0 6 • 6 6 14 12 10 9 9 4 6 0 BLUE TAP W/CAP &I)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 12 10 9 B 7 111 3.5 14 12 10 0 9 8 6 6 14 12 10 __•_ t • { t TAPPER,- -- ANCHORS IS 1 3/4",AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 4'-0• 14 12T10 9 8 6 • { 1{ 12 f0 0 4 e 5 6 14 12 10 • ■ ! e 5b A2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLD-SFT ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE.NO EMBEDMENT 14- 12 10 9 e B 6 { 1{ 12 10 9 ■ B 6 C5 14 11 10 ! •_ { 4 33 14 12 10 9 9 e 6 4b 14 12!10 9 • 6 6 S.S 14 12 10 • ! ! {b INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S. MACHINE SCREW USED SWILL BE 1 1/2"LONG MINIMUM SHOULD STUCCO EXIST,AND 14 12 10 9 7.5 5.5 ]S - 11 1 12 10 9 B B 6 a 1a 12 10 • 5.3 ♦ •SCE uMfJATgNs OF V5E FOR 1 MMIMUM FOR WALLS WITH NO STUCCO. 1{ 12 10 9 B a 1 6 0 N 12 10 9 8 8 6 L6 14 12 10 9 9 s a 4b ,1VOE 1pry SHTFr,9 5'-0' A.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 12 10 1 9 6 7 '-4_ - 14 12 10 9 e 6.5_ S_ 33 14 12 10 9 Ob S 15 3 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON I. 12 To 1 9 •73 43 - ,4 ,1 10 9 a B 0 1.5 11 12 10 ! ■ { 45 3175 NOTES A1)&A2)ABOVE FOR INSTALLATIONS ON VINYL SONG OR LIES WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 14 12 63 73 43 4-1 - _ 14 12_10 9 8 7.5 53 ♦ 14 ,2 10 _•_ 9 1-5 33 INSTALLATION INTO LIES WITH METAL STUDS SEE SHEET 20. 14 12 f0 0 9 ! 6'- 14 11 10 . B e 6 5 ,4 12 10 _I -! 4b 5 3b 6'-0" 14 12 10 ! 7b 53 3 - 14 12 10 8.5 7 5.5 4 3 14 12 9 6b S8 4 3 (8) TO E%tsnNG CONCRETE BLOCK:(ASTM C-90) 1♦ 12 10 • I ! 14 12 10 9 8 8,5 5 �3,75 14 12 10 LS { S { - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY IT W. BUILDER. 14 T'. -- LS 7 { - 14 12 10 9 7S S.S s t4'12- 0 7 73 IS - OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AIIERICW SHUTTER SYSTEMS ASSOCIATION,INC. - J14 y - _ 12 • 7 • 13 3 - NOTE14 11 7 115 43 - 12 10 9 73 53 4 - ,a-01412 /0 9 0 6.S =_ I. 12 110 9 0 B 4 t- 14 12 10 ! !.0 s 3b - 1{ 11 t3 7 83 3 _ t4 12' a 6.5 SD 4 3 2.5193 0 S 4 3 - - B.') MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON, BLUE TAP W/CAP ANCHORS AND TAPPER+ ANCHORS IS 1 1/4'AND TAPCON _ WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1". 14 12 9b 7.5 0 14 12 9.5 5 &5 5 -- 14 12 • 6 9• 4 12 10 6 4b 5 - - 14 12 9 63 4 - - B.2) MINIMUM EMBEDMENT OF 1/4"0 x 3/4'AL POINTS SOLD-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK. NO 14 11 10 • 9 - - - 14 12 10. 9 13 IS - - ,4 12 4b 7 L • 9'-0' -- - - EMBEDMENT Ala STUCCO SHALL BE PERMITTED. 1/4'9-20 S.S.MACHINE SCREW USED STALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 11 tb 73 6 4 - - 14 11 7 SSf S 33 - - 1, 6 55 1b >b - - - EXIST.AND 1"MINIMUM FOR WALLS WITH NO STUCCO. 11 12 • f3 43 - - 14 11 L5' 7 55 4 - 14'10.5 7 �5.5 t 45 - 15 O.S 5.5 ♦ - - - - 14 12 9 7 6 43 - - 14 11 7 5.5 B.3) IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 12 1 10 • 7b - - 14 12 10 6 681 5 - - 14 12 6 0 s 4 - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 10'-0" 14 i10.S 7 6 3.5 _-_ - - la •D to S 4 f( 3 - - l0 7.5 5 _♦ _a_ - NOTES B.1)&8.2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR DES WITH OR WITHOUT METH STUDS CONSULT THIS ENGINEER. 14 11 7.51 5.3 - - 14 11.3 ! 4 S ♦ 2.5�9 5,• 0 { 4 FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 0.5 e 5 - 11 14 • is e,a 4 13 /0 6.5 S 1 3 - - 11' 0' 14 11 10 - - - - - 14 12 6 7 6 46 - - 14 1.- 7 98 43 ]b - - (C) ANCHORS SHALL BE INSTALU=D FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. .2.5 9.5 5 - - - - - 12 • 6 4S 4 3 - - 0 7 45 3b 3 - - - 14'10 7 - - 14 q8 7 &S 4b - - 1b 6s 33 4d (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.O.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. LS 7 4.3 - - _ - - 14 Ib 7b - 12 9 4 46 4 - - _ 12'-O' 14 12 la - - - - - 1� 1j • is 9b = - 13 10 43 S ♦ - - - EDGE dSTANCE VERSU@ $pg�lNy $CNEDULE FOR ANCHORS: 1.■•.Sj{3 _ - 11 9 68 6 4 a - - - - MAXIMUM ANCHOR SPACINGS ARE VAJO FOR EDGE DISTANCES INDICATED BELOW. FOR E. D. LESS MAH TnE INDICATED.REDUCE ANCHOR SPACING 3.5 931 0 - - 13 4.S V S 1 0 s 4 BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY TIE FOLLOWING FACTORS. 11 1 7 S3 11 •5 5b 48 REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS IRAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 13'-0" 14 12 _ _ - - - _ 14 11.5 75 6 s 12-� -s- L!-4 _ _ - FACTOR 10.5 - - - - 10"is- 5 4 -3- - - - 7b&5_4 3 - - - - ACTUAL 12.5 5.5 _ _ _ _ _ _ t2 9 6 4.5 4 -_ _ _ !.S 7 5 4 - - - - EDGE TAPCON THREADFORTAPCON M TECHNOLOGY ALL POINT SOLD SET BLUE TAP W/CAP ADVANCED TAPPER+ - - 13 9.5 6.5 5 - - - - .3- 5 4 - - - - HV BLADE OR DICTANCE 4- SPACING E.D. MM.SPACING-} MIN.SPACING-3' MOH.SPACING- S 1 2 WIN.SPACING-3" 3 3 4 4' 1 a'-o' - - u ,u.5 7 ss - - - - n 6b 5.5 1.6 - - - - /. /. t0 ,.s - - - - - - 0 , 4.5 33 - - - - 7 E- 3.6-a - - - - QU V D W POURED CONCRETE& Pam E mvDE aDoc POURED BLOCKIt POURED COICRErE&p01n 0�InNDEE am �,.s' B - - - - - - 11 8 -5.5 4.5 - - ---- -1 Ala {3 - - - - .�; HV WINDOW AIL •CONCRETE r K �Ea•3 l/7 AIL Ea•21 UK M-CDNMM} •CONCRETE YAK MN FA.31/Y 10L Ea•21/Y L3 - - - - - - - - - - - -0. 14 - - - 3s ,o es - - - - L s e = - - - BLADE WORKING 3 - 0.90 1.0 _ am 1-0 - - His es 4 '- - - - - 43 5 J _ _ _ _ 1/ Os1 O.e7 1.0 1. 0.78 t o --2 2" - tA to - = - '- -' os�e 5 r= - L■ 4 / _ IN UNISON ♦ - --- - - - - z" - • - - - - _ - - - - - �1 - --------__. __..... --- -------- 14 - _ _ I_ _ _ 2 6 9b � _ _ _ _ _ 10 72-5 I_ _ _ - i }/{ - _ _ - 0.43 - 1 1/2' 0 0� fLARIDA BUIONG CODE(Non High elocity Nurricate Tone ```.,Wtllllllll����1 A�i _ 02020 EASTERN METAL SUPPLY, INC. N'"�K AA O2D20 TILIECO,INC. ,.�Q '\�" ,,9, BERTHA HV-M , F EA .. , 1 L E C O 1 N c. A le S.S.Aleccordion Shutter System No.44 67 - H.V.v ainE#1 w/OR w/o Hv. NANDOW sADE * American Shutter Systems Lv.N, DESCRIPTION DATE DRAWN BY: MP Z * ZD�Lp TILLIT TESTING h ENGINEERING COMPANY o' STATE F 63"nw 35m 5L,st4.306,t4RGNA GARDENS,7"J31 AeIOCIatIOn, Inc. OLD 17-107 /2/20 DATE: 7/2 2020 �•. Pn°c, (3Gs)a7,-15x Fn.:(xskl7,-1s31 4268 Westroods Drive 1 �,C'•.'`�OR P �'�� °-m90:a°c°`°°`°I`°"' West Palm 8eoch, FL 33407 3 DRAWING No a CA-OW6719 S,�N,A R�N?MM�AEAL/SIGNATURE/OATH FLORIDA 1- 0 4416' 3 SHEET 64 6 13 OF 20 MAXIMUM ANCHOR* SPACING (in) SCHEDULE FORA GF&N MAX. SHUTTER SpAN. AS D DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CQNCRtETE BLOCK •-S7AI I ATIONR (SEE MOUNDNCS 1,J.K A L ON SHEET 7) POURED CONCRETE POURED CONCRETE OONCREIEBLOW w,a161M I WALK OVER k ,1)TRENCH J RNNGUARD MOUNTINGWALL/FLOOR MOUNTING L W ANCHORS SPACING IFREND MO-JNTING% O (L) ALL/WALX OVER MOUNTING Syµ TAPCON OR (n) ROPIc o/ 06CN IF6119a P75mnE MT116(pM.sa.OL9rf1 1tTR6E aR[ssua PA798 so.OESr41 YEeAi64 PRISM M1N0 Iy,t TAPCON WITH ADVANCED 0150N NEGAIN 1 MIRE 70 ♦0 601 7S 90 120'i 100 205 a0 40 00 75 90 120'1501205 30 40 60 75 90 120'160 205 30 40 00 75 90 120 160 205 TAPCON TECHNOLOGY t 10 t 12 t 1 t 7 7 7 7 ALL POINTS SOLID-SET 3'-0� 1{ 12 109 • a 6 6 12 12 12 12 1= 1 2 aS 7 7--'i 7 '7 '7 '7 7 7 0 6 ! a a 5 a 3 'R t4. 1: 10 a e e 9 a t2 12 T2 ix OS 8 • 4a 7 7 17 '9 ?> > 7 93 a- 5- a a s a b s _ BLUE TAP f4 IZ 10 • • e 9 a 12 12 12 12 fx 10 73 • 7 7 7 7 '7 7 7 7 y 8-- a a a 3 b S TAPPER+ to 12 10 _ _ e 14 12 12 14 to a.S •3 ! 1 7 7 as 4 a 5 _3 0 a 3 0 4, 0• 14 12 10 • • a • 6 12 12 12 tx 12 a3 ) bA 7 7 7 7 7 7 7 7 5 '5 a a b a b S 1{ 12 10 9 • a 9 a tx 12 12 as •_ 6 43 3.5 7 7 7 7 _bb S S 5 S a S 5 a e 14 17 10 9 9 a a { t4 12 1x 12 10 73 5.5 ♦ 7 7 7 7 7 7 7 6.5 5 5 3 a b 5 5 a 14 12 10 6 a • 4 12 14 12 11 9 7 0 4 7 7 7 7 ♦ 3 3 5 5 a 4_ 5' O• 14 12 10 • a s a a tt 12 1T 12 10 73 as a 7 7 7 7 7 7 7 7 S 5- 3 a a a 5 a 14 12 t0 9 _e_ 4 9 0 12 12 93 73 a 4-3 33 - 7 7 7 7- 7 7 S 33 6 S a 3-- 6 3 S 14 12 10 9 ! ! 6 4 12- 12 12 •.5 ! 4 43 - 7 7 7 7 7 7 •.a 4 S a 5 a a 0 a ♦ * SEE ANCHOR 14 12 /0 9 • • 0 e t2 12 13 • 3 4 ] 7 7 7 7 43 a.3 - e a 0 3_ e13 1S 14 I7 10 9 e • • E f2 ,2 1z to- ! • 4.a aA 7 7 7 7 7 7 7 7 e a S S 6 S S 6 SPECIFICAl10N5 6-0. 14'12 10- 9 0 -�-a 6 q tz e 0 -6- 4- a _ 7 7 7 7 7 53 4 _ a a-- a a 0 a- 1 a ON SHEET 13 ,4 V2 t0 -9 a Imo- 6 6 12 ,2 10 ! 0.6 a 73 - 7 7 7 '!' • •3 - 6 !1 6- 6- a 6 48 - 14 12 ,0 9 e e • a 12 I2 10 a a5 7 7 7_63 4 a 6 3 3 t. 11 10 9 a e 'a 72"12 12 a.5.7 a ♦ 3 1 7 7 7 7 7 7 • a 0 a a 0 5 0 S -0. 14 '12 10 9 6 6 '6 • to 10 'e.s 5 ;4.5 a 7 7 7 7 b a 3 a 3 5 5 b 3S 3 1. I2'tC 9 'e I e a e u 12 "es 7 'ss 4 - 7 7' 7 7 t s - - a 6 9 b 0 a { - 0 VAUD ONLY FOR UP TO +70. -75 u ,z to 9 e e a - u 12 es 7 fis 4 a - 7 7 7 3 - - b a_ a- s_ u ss - - PSF AS.O DESIGN PRESSURE 6•_0• 14 12 10`B_ -11- e { - 12 12 .'O.5 7.5 6 4.5 as - 7 7 7 7 7 7 7 a a -S a a a a s s RATING k FOR SPANS PER 14 lY to 9 a • 6 - 12 9 6 4.5 1 4 3 - - 7 7 7 7 33 ♦ - a e s ♦ J 114 12 10 6 e t-i- = 1z n Iz5-a 3 7a - 7 7 7 73 a 43 - - ! s s s 0 4A SCHEDULE p3, SHEET 1 1 1{ 12 10 • e - - 12 01.517.5 9 13 I&S 7 7 0.5 _ a 5 a 1 9,-O• 14 12 10 _• e_- �- 12 " 93 ]4 -y- - 7 14 /2 10 I • e - - 0.a • 6 4 3A l 77 • a 15 - a 5 5 1 5- a •14 12 10 e 9 • - - 1! 10 s.a 3 4A - - 7 7 7 a3 &a - 9 5 5 �5 S14 12 10 9 e • - 12 I15 7 S.5 43 7 5s 43 1S - - - 5 a 5 453.10'-Ou 12 10 !0 ! - I3 11 ,es S a - - 7 7 7 7 7 7 ss - b S s 's S 3 e a312 10 9 e e - - 9A 7 4s 33 3 - 7 7 7 ba N - -68f112109812 0 6 S ♦ 7 7 7 • a 9 a3 4314 12 10 9 a e 12 9b 6 I3 4 - - 7 7 3 ♦ - - - ! at412 10 9 a e - 12 10 7 53 43 - - 7 7 7 7 S a a 3 3 S 411'-0 14 12 /0 9 a a a.5 15.5 4 3.5 a17 6 9 4 - - - !14 12 10 Y s 9 - - n 0 s 5 4 - _ _ 7 7 7 a3 43 _ _ _ b a b 8 ♦3 ,. ,2 16 , • _ _ _ 13ey 55 43 _ _ _ , A, ,, _ _ _ _ 33 _ _ _ HV BLADE ONLY 12'-0 Is 12 f0 9 a - - - 12 9.5 6.5 a ♦ 3 - - 7 7 7- 7 5 a a_ S a 8 43 3a l4 12 10 a e - - - a 6 4 3 --- 7 7 as45 S3 - -_- S 3 S 43 { ] 1{ 12 10 f • - - - 10 7-0-5 `-a - _ - - 7 7 9 5 0 • a 0 - 11 t210 9 e - - 03 6 5 • - - - a 5 43 13'-O a 12 10 s • a 13 ].S 3 - 7 1 7 7 7 ♦.a 5- b a b 9 e-1.a of 14 12 10 _9_ ! - - -" 7 5.5 3.51 - - - - 7 7 a 4 3 a 5- -S -{ 3 14--12 10 -a---0 - _ - 9 7 '4.y,.,7y = - 7 7 4d - - - -"a. .- -- •. - - - 14 12 10 9 - - - - 10 7.5 5 4 1 3 - - - 7 • 4 3 _ _ - - a 5 • 3 - - - 14'-O 14 12 10 9 - - - 0.5 6 53 4 �3b'- - - 7 7 7 -7 7 { - - 3 I ! e _ a ♦ 3 14 1x la • - - - '- 6.5'S 3 _ 3 4 - - - __ 11 1i 10 a - - - - 0.56.5 4 - - _ 7 7 ! ♦ a a 5 { 1 10 - - - 9 7 4,5 7 3.5 3.0 _ - - - - - - 15'-0 11 17_ 70ll - - - - - t0 b3 9S ♦ - - - 7 7 7 7 7 - - a a a 0 e 5 ♦ a 14 12 10 - - - - 6 4.5 _ - - - 9 7 43 3 - 14 12 10 --- - e a { - - - - - 7 7 ML D457 7 7 7 9 a - - a a 9 5 ]S16-07 •3 4- - - z5 as .75I- '- _ _{y_ 7 _ - _ _ _ a - - - = - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone \\\ �11wit /�!v/// *2020 TILTECO•INC. ®7020 EASTERN METAL SUPPLY, INC. ��CEN BERTHA HVTM F IL E C O A.S.S.A. Accordion Shutter System N C. H V. LiACE No.44 7 /1 W/OR W/O N.V.WINDOW ALADE * American Shutter S stems * ` TILLIT TESTING do ENGINEERING COMPANY Y -[V-N oEsc9iPnoN 0Arz ORAWR Or: u.P STATE F 2a fQ55 N.M.Sam.St.,Sh.X5.VM-GWCEIIS.rUXtCA a716 Association, Inc. OLD ,7-107 /2/2 arz: 7/2 2020 S 9'• Pr *:(305)671-1530.FUR:(305)a71-1531 4268 Westroads Drive 2 O'•. 6 ,- .0 NNee0es91.wm DRAWING No .f�rC a-000en9 West Palm Beach, FL 33407 3 q c M1Al N;\\\ WAMM L ILL/ Jr. PF 4 LO��V4 /Su�,,, 11 s \SEAL/SIGNATURE/DATE SHEET 6 14 OF 20 MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.•.f) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE FOR A MEN MAX. SHUTTER SPAN, NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE. (SEE MOUNTINGS ON SHEFTS 16 k 17)_ LJ B !E3T RAT E SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH COX 2 W/SOUTHERN N o. SPRUCE PINE SPRUCE PINE 1/2� MIN. I AA��11N. 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 4N G4U� W/ W/ MIN. G-OA3 W MIN. G=0.36 MAGNUM SPIN 00 WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T FLOOR MOUNTINGS FLOOR MOUNTINGS FLOOR MOUNTINGS WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS B.O.WALL MOUNTINGS K N. O R R W &x M. N, O Ac R W & X M, N, O k R W & X P & 0 S &v S&v S &v 99 w w 9641 M 9IEA aa m M m nsol 1iOlnE wL r ® 1 OM a PMK M 41 LS&=MVP9IMKWXL0 Q om IMI[I®E INK(pI :n ® Lu 60750OS ® 80175 Im E9�00 75 705 0s 0 M530 40'60 75 � 0 04060 " '07 '-0"OR LIM 12 10 10 9 6 8_ 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 8 6 6 12 10 10 9 8 6 8 8 8 6 6 6 6 S 4 4 ♦ 3 12 12 f2'12 12 12 12 12 12 12 12 12 12 12 12 12 12[4-a _4'-0•_ 12 10 10 9 8 8 6 6 8 8 6 8 12 10 10 9 8 B 6 6 6 6 6 fi 12 10 10 9 8 6 6 8 8 8 6 6 8 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 /2 12 • 12 10 10 9 8 e 6 6 8 8 8 .5 12 10 10 9 6 8 6 6 6 6 6 5 12 10 10 9 e 7 6 6 6 6 6 S 6 S 44 1 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 6'-O' 12 10 10 9 8 6.5 6 6 6 8 SA 4.5 12 10 10 9 e 5 6 fi 6 ,.5 5 4A 12 10 10 9 6 .S 6 6 6 6 5 .5 6 5 4 4 .5 - 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 y-W 12 10 10 9 6.5 4 6 6 6 .S 4.5 4 12 10 10 9 5 3 6 6 6 a 4 3.5 12 '10 10 7 .5 - 6 6 6 3 ♦ S 6 '5 4 4 - - 12 12 12 12 12 12 12 12 12 12 12 0. 12 12 12 6b6-0 12 10 10 A 4.5 3 6 B 6 5 4 3.5 12 10 f0 6 3.5 - 6 6 5•:.5 3.5 3 12 10 10 4 - - 6 6 5 .S A 3 6 S 4 - - 12 12 12 12 12 12 12 12 12 12 11 9.5 12 12 1. 9 7.5 12 10 10 S SA - 663.5 3 12_10 9 s - - 6 6 4 5 4 3 13 12 10 ♦ 3 - - 6 6 4.5 4 3 3 8 53.5- 1 2 12 12 12 0. 12 12 12 1 9.58.5 12 12 10 8 S12 107.5 4 - - 6 6 S 4 3 - 12 10 6 3 - 6 6 4 .5 3 - 12 10 3 - - 8 8 ♦ .S 3 - 6 5 - 12 12 12 12 1. 9.5 12 12 12 8.S .S 12 12 9 7 611'-0• 12 to S.S- - 6 6 4.5- - 12 10 4 - 6 5S 3.5-- - - 12 10 - - 8 .5 4 - - 8 5 - - - - 12 12 12 12 10 63 12 12 12 9.5 8 7 12 12 8 512'-D• 12 104$ - - - 6 54__, 12 '10 3S- - 6 5 3 5 - - 12 i 0 - - - - 6 5 3.S- - - 6 5 - - - - 12 122 1 9A 6 12 12 1/ 8.5 7 8 12 1. 7A 6 S 13'-0• 12 10 - - - 6 5 - 12 10 �Z: Z- - - - - 12 7.S - - - - 6 A - _ - 6 S - - -_JZ - 12 12 12 0 8.S 7A 12 12 10 6 .S S.5 12 0. 7 4 4 14'-0' 12 10 - - - - 6 5.5 t2 71 - - - - t2 7 - .S .S - - - 6 S - it 12 12 9.5 6 8 12 12 9.S .S 6 4.S 12 .S .5 S 4 3 12 - - - 6 - t2 - - - t2 - - - - S - - - - 6 - - - - - 12 12 11 9 .5 S 12 12 8.6 7 6 4 12 9 6 S 4 - 12 - - - - - 6 - - 12 - 1.5- - - - - 5 - - - - 6 - - - - - 12 120018516.514 12 12 6 16515 3 1 S S 4. 3A- HV BLADE OR HV BLADE W/ HV WINDOW BLADE WORKING IN UNISON* •sIT LMRATIDNS ar uff roa avGE i�Fl GN sIm+/ + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. i.ANCHORS TO WALL,BOOR OR SOLD WOOD SOFFIT SHALL SUBSTRATE SHALL CONSIST OF THE FOLLOWING:SMALL BE AS FOLLOWS: -SOUTHERN PINE No.2 W/G-0.55(N.D.S) - 1/4Y NU TAPCDN ANCHORS,AS MANUFACTURED B1 I.T.W.BUR ►I DEX W/MMW EMBEDMEM AS INDICATED AT -DOUGLAS FIR W/G-0.50(N.OS.) EACH SECTION ON SHEETS 16 t 17. -SPRUCE PINE FIR NORTH W/G-0.43(ILD.S.) EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G-0.36(N.O.S) -MIN. 1/2-CDX PLYWOOD(1988 APA) 2.ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST OF LAG SCREWS AS PER Nos 2018 SPECIFICATIONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. FLM BUONG CODE(Non High Velocity Hurricane Zone \1111111111 02020 TILTECO.INC. ®2020 EASTER" METAL SUPPLY, INC. TI (l�'''�., B RT A H V TIM \BEN /9 . A S S A Accordion Shutter System FT-11 E C O 1 N c. . . . . KV. Bl"#1 W/OR W/0 FLY. WINDOW BLADE No.44 = American Shutter Systems REV. DESCRIPTION DATE DRAWN BY: MP TILLIT TESTING & ENGINEERING COMPANY E355 N W -SL.SN.305.MRGNA QAROE S.MORICA 33, Association, Inc. , OLD 17-107 /z/ DATE: 7/2/2020 STATE 1 ���` Pncro: (305)871-+530.Fo :(305)071-1531 4268 Westroads 7r.ve 2 F- Q•,: • A:E11WCROR•1.- West Palm Beach, T L 33407 3 DRAWING No - GA-4006719 20-1 64 LOR `. \ WALTER A❑LLB Jr.PE 4 SS10N ••6 01L FLORIDA U. If-167 5 SHEET 4p MAL/SIGNATURE/DATE 6 13 F 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (j) HV & HV♦ BLADES AS APPLICABLE MAX. SHUTTER SPAN + - INSTALLATIONSSHALL WALL FINISH BE LIMITED TO 105.0 12sf. A.S.D. DESIGN PRESSURE RATING, SEE SHEET 19 FOR MAX SPAN & �VA4 A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE (1`& WORKING IN UNISON TH FORM TECHNOLO - -- 1/4'0 TAPCON OR W/ 1/2fPENE�RAT10 _ TAPCON WITH ADVANCED THREADFORM TECHNOLOGY T THREADED AREA TO W/ 1 1/2-Min. PENETRATION OF THREADED AREA TO EXISTING / O ING WOOD HEADER. WOOD HEADER. (SEE SCHEDULE ON SHEET 15) MN SEPARATION ( SCHEDULE ON SHEET 15) TO GLASS(SEE T _ 1/4'�-ZOa3/4'S.S.MACHINE ON SHEET SCREWS W/ 1/4--20 NUTS E—1 OR 9 SCHEDULE m Llo Min. O 12'Q.C. ON SHEET 19 FOR T-:tUUUtrit -FO-;.E4- EXISTING 13ADM m k i 1 I �' l •:!l/!! �DA T 1 WALL FINISH I I ) N� OPTIONAL ; I-' WALL XISTINW MIN - FINISH alKllll"ILIA t HEADER REQUIRED E%ISDNG NIA. 1 OR 9 2'x4'WOOD �_ L%ISIING I AYJ gp I HEADER REQUIRED 1/4 0 TAPCON OR TAPCON WITH ADVANCED CUSS-1 I O THREADFORM TECHNOLOGY W/ 1 1/2- 1O GLASS(SEE II I I I ( 1 uin. PENETRATION OF THREADED AREA TO L MULE ON SHEET 7 _ MIN. $EPARATgN TO G1A55 �I�. ' E7CISi1N('WOOD hEADER, 1—I1 iGLt BLADE SAND-- EXISTING tSEE SCHEDULE ON SHEET 11) (SEE SCHEDULE ON SHEET 15) ON SHEET 1 BBMOFS ml0 c1A55� �. 2'x4'CONT. SILL - PLATE REQ'D. O HV WALL HEADER INSTALLATION O O HV WALL HEADER INSTALLATION L __ 4— EXISTING I. - -_ T -_ I MIN.SEPARATION TO GLASS I 1 MIN. SEPARATION TO GLASS GLA55—) pOSnNG ��(SEE SCHEDULE ON SHEET 11) --� ':SEE SCHEDULE ON SHEET 11) 2'x4' NON. SEPARATION TO GLASS 1 1 T GLASSY WOOD PUTS (SEE SCHEDULE ON SHEFT 11) f �` C1A55---� REVEL._ I 3 1/4'0-2Ox3/4-S.S. �[ 1/4-0-2OA3/4-S.S. MACHINE SCREWS i I' USING 1/4'-20 NLgS MACHINE:SCREWS 12 I I '• l O 12'O.C. 1 WALL 5H \ o c-2o Nurse 1 r_ II I �oR@ I i f1y OR - 2'x4'CONT. _— WOOD PLATE l ( -EQ�-EO 1tUUUlU t - I-EQ—EC - REWD. II I --_}��`. { -, .. —'___--1'Min. I I N _. 1'Mi. 5lt \l1 Vim® I 1/4'0 TAPCON OR TAPCON WITH ADVANCED { THIREADFORM TECHNOLOGY w/ 1 1/2- 1 I 1( T 2•x4'CONT. Min PENETRATION OF THREADED AREA TO I/IY TAPCON OR TAPCON WITH ADVANCED 1 SILL PLATE THREADFORM TECHNOLOGY W,/ 1/2• ,-.-. 1/4.0 TAPCON OR ( [: REWO. '1 FU(ISTINC WOOC HEADER. TAPCON WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL (SEE SCHEDULE ON SHEET 15 Min. PENETRATION OF THREADED AREA INTO PI YW000 - ) (SEE SCHEDULE ON SHEET 15) E%ISTINC MIN. 2'x1• 1/ TMREADFORM TECHNOLOGY SHUTTER ASSEMBLY. ,. WALL FINISH STUDS O 16'O.C.fM1f.__.PLYWOOD�'D' W/ 1/2'Min. PENETRATION OF 2-MOUNTING SECTIONS CAN BE 1/2-MIN.CD%PLYWOOD REO-D. REQ'D. PLYWOOD TO RE WALL FINIS THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO EXISTING MIN. 2'x4'STUDS O 16'O.C. WAX. RFO.O. ATTACHED W STUDS IN (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION. C HV WALL SILL INSTALLATION PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH WITH SECTION 2308 OF THE F B.0 SECTION 2308 OF THE ®HV WALL SILL INSTALLATION ♦SEC LI APONS OF U�OF ©HV WALL SILL INSTALLATION F.B.C. BEL UION SHEET g FLORA BUILDING CODE Non High Velocity Hurricane Zone 82020 TILTECp,INC. 02020 EASTERN METAL SUPPLY, INC. BERTHA HT. L E C O N�. A.S■S■A. Accordion Shutter System No.441 N.V. R"11 W/CR W/O KV.WINDOW 8" * * TILLIT TESTING h ENGINEERING COMPANY Afl1eFICOn Shutter Systems Y. DEScwnoM DATE DRAWN BY: MP o'• STATE 0 r - E333 N.N.3e n.SL.9k.Saa vwsu c4nocN5.FLORIDA AI Association, Inc. 1 OLD 17-107 /2/ DATE: 7 2/2o2o j1'• Ph—:(305)521-1530 Fox:(305)871-1531 4268 Westroads Drive 2 O'. FLORID �'` •--H:tix•000,a.wn DRAWING No ---''�ss ���C� WAL� _ wIJ, Pt West Palm Beach, FL 33407 4 20-164 �ONIAL 1� `�SEAL/SIGNATURE/DATE SHEET 9 is OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 1 ) HV & ) HV♦ BLADES (AS APPLICABLE.) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BEXDE n ONLY WALL FINISH SHALL BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE -RATING. SEE SHEET 19 FOR 1/4'0 TAPCON OR SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 lk WORKING UNISON r-EO— EO 2•MN:- � TAPCON WITH ADVANCED 4'z8'(Min)EXISTING - THRFADFORM TECHNOLOGY WOOD BEAM REQUIRED / /' -. _ -_ ,-EDGE(IF APPLICABLE) W/ 1 1/2-Min.PENETRATION 1/IY-20x7 4'S.S. STRUCTURAL ADEQUACY _ OF THREADED AREA TO / OF EXISTING WOOD BEAM >C� EXSTNG WOW HEADER. 1'_ PHIWPS TRUSS HEAD TO BE CERTIFIED BY _ \ (SEE SCHEDULE ON SHEET 15) MACHINE SCREWS REGISTERED ENGINEER OR -- EXISTING WOOD \ W/ 1/4"-20 NUTS ARCHITECT PRIOR TO EO -- _ - _ _ TRUSSES DR 1 , 1 g EO EO r O 12"O.C. SHUTTER INSTALLATION. 1/2" 1/2' RAFTER O 24" O.C.REWIRED - 1�S OR I 1/4Y TAPCON OR -.� TAPCON WITH ADVANCED . iV N _.257" THREADFORM TECHNOLOGY I EXISTING SOFFIT 3/4'Yaz.THK. Maz. W/ 1 7/2'Min. To V3�11 / �- --- - ,I OF T/NFADtD AREA TO r-EO 114z3/4 Ea EO- / 1'z4"x1/8'CONT.ALUM.TUBE �OOPP1Ip1NM�11 EXISING WOOD HEADER- S.Y.S. ' _._-. (606}T6 ALLOY)W/ (SEE SUIDULE ON SHEET 15) O 6"O.C. I Or © (3)5/16'0 LAG SCREWS TO J -- Or ©Or QS I EACH RATEAFTELAGR OR TRUSS. I _OUSTING LOG YIN 2'x4' _ ��� ) �� I I MIOM'IOTH OF EXISTINSCREWSG WOOD EXI 7 HEADER REOb I OPEN HOLE AT EACH MEMBER,(2-Nin.NOMINAL G� L__.... MIN.SEPARAI N TO GLASS WIDTH)W/2"Yin. EXISTING STUD To ACCEPT LLJJ —I (SEE SC1eDUlE ON SHEET 11) GLASS--� AT G SCREW APFAILTRAlION REA VALID FOUR THREADED --- �- .... �- INSTALLATIONS WITH 72W MAX.AS.D.DESIGN LOAD AND OS HV WALL HEADER INSTALLATION 1 °° EXISTINGI MN SHFAW9A1 9'-o MAX-SPAN.THIS -4 1s]enuF1 FOR g GLASS-- ro HAAS(sLE INSTALLATION S ONLY VALID �, �-�• �IIE 9Hffr I FOR WOOD W/MN. SPECIFIC 1 a a¢1 19 rrn V OR k9' ,/,Ern BALE mANp eA�c m k® a SHEET t9 i>A GRAVITY OF 0.50 AS DOUGLAS I-SEE SWEET 4 FOR TYPWAL SHUTTER ASSONL.Y --- -- - ado;4+ • FIR OR SOUTHERN PINE Nu.2. 2-YIXJNTNG sEcTONs CAN BE`OMOM �T HV CEILING INSTALLATION �IOR ® OR EQUAL IN ANY WY TO SUIT ANY NSTMAANIN U HV COU -- i OR MN. I I � I ro01EEF19 � - � � WN.SEPARATION TO GLASS 50FT I I I 1----_ -......(SEE SCHEDULE ON SHEET 11)-- ---__-_- EXISTING 11 FW0 SEPARATION I CLASS I Hal a J TO GLASS )E%G TIC J _ ^ \' RADE_SQ)k I(SEE SCHEDULE �J \Ell ION SHEET 11) 1 1 1 I ANCHORTi 1 1 ANCHOR ftq I $ 1 1 L WALA. I LOCATION E%STINGS.., I'�I FINISH I I 1/4Max I ' - 3/0 M'M -____ 1 4'WASM HEAD ra2w YIN woo OR, 2'x6'MN.WOOD..--_ SCREWS O 12'ec I (NO FINISH OK REWIRED DECK REQUIRED(NO _-•_ ALLOWED) d FINISH ALLOWED) -_ _ _ EDGE, _ I - _- - 1/2'-_ 1� -_—_ _ H CO-.EU- EDGE OF DECK - �--'� -- EDGE OF DECK IF APPLICABLE _ -["O E —_ - _ IF APPLICABLE 1/4Y-2Dx3/4's.S. - --- 1/4"O TAPCON OR Min. PHIWPS TRU55 HEAD - - 2 - 2'x4'CON7 TAPCON WITH ADVANCED MACHINE SCREWS = ..-__- .- - t/1'O TAPCON OR TAPCON WITH ADVANCEO�/ -SILL PLATE TEIRFLAOFORM TECHNOLOGY W/2 O.C. NUTS 1/4-0 TAPCON OR TAPCON WITH ADVMICED THRFADFORM_ THREADFORM TECHNOLOGY W/ 1 1/2"Yin. 2'MIN. W/ 1 1/2'Min. PENETRATION O 12'O.C. - -2'MIN. 1 '.I REO'D. OF THREADED AREA TO TECHNOLOGY W/i 1/2'Min.PENETRATION OF THREADED PENETRATION OF THREADED I 1 _-_ EXISTING WOOD HEADER. AREA TO EXWM WOOD HEADER.(SEE SCHEDULE ON SHEET 15) SSCCH DU.E ON HHELTW�HEADER. (SEE ._.-_._.-- (SEE SCHEDULE ON SHEET 15) •� 15) HV WALL SILL INSTALLATION =fi9a+S ATIONs orHEET.GSE19 FOR HV FLOOR INSTALLATION HV WALK—OVER INSTALLATION V� W,? FLORIDA BUILDING CODE(Non HighVelocity Hurricane Zone ``,,IYLILLILLI �''i C202C TLTECO, 'NC 0 2020 EASTERN ME-AL SUPPLY, INC. :'�•' ""' BERTHA HVTM A S S A Accordion Shutter System _ No.441 7! ' = �- 1 N c. ■ ■ ■ ■ / / /0 _ � Kv. MADE i w OR w RV. 1NND04N BADE American Shutter Systems _ TILLIT TESTING h ENGINEERING COMPANY Tv.x ILEscYHmtN GATE DRAWN BY: YA Z-O•• STATE 0 �2a 6.w5 x.W.3an.x.sY.3Hp,wtpxw cARDEns.rLORIDI sne Association, Inc. I OLD 17-107 /2/202 DATE: 7/2 2020 S 9•,• , Phate:(305)1171-1530.Fox:(305)871-1531 4268 Weslroads Dr,ve 2 "toRo ��. O ' •'•� �� a- 9:t"Mco6".— West Palm Beoch, FL 53407 3, DRAWING No j��FH.0•• r_ ` CA-0006719 WALTER A TILLIT J..P.F. 4 20-164 FLORIDA Uc /44167 6 SHEET �F1Nnn ua Prl�. SEAL/SIGNATURE/DATE 6 17 OF 20 END INSTALLATIONS n HV BLADE OR tiAl WINDOW BLADE INTO 2"x4" MIN WOOD STUDS rr Yel.soeo I- gen. 2 STUDS rtEOb. MOOD SitHA 1/.'I 1/POON (As APPt x:w_q /t 'wlnwp a a•°t. - z'.P Y _ � /I r 1, •Ye � \ / t rooD s`ws. FZltst►Ic<a,ss rnaN v �� I' n'Ae700 f NO L 1 stuns orir. �' ou,rNc GLASS oosllNc GLASS Y IDWING GLASS 777= 1/r IK � -1/2•WN.CO% - ln� P�TAWt y i SaW®zE 9�FEr 'LVi1000. w "'GN•.,',..•. soml[ON�fHT - - - Yp (Sg ,/]'Ye.Car W GLASS I I I°N era mwO -- T 6 i/16•.]' —.` IrIE 1 IOr woof mru .[M SMET PL•I1pw. a aara (soAALLN.w� Ird1 _1/z•nrirom., Mar wrDE mro 1/r t�i ra,rimka��mrw w.vsma MALL Q 9(ET,9 NI r- w 9¢T 19 Fa __ t/i-I.N. arAtE.(IOGIE 1/]' '1 nrx5 -_ - - 1 wAD6mA 0 __ III"ST..4 AT O 01 9 IIII 1r' a prod'2'SL.S - e,s dc. J—/r e1.Dc j 1' -__ fw-w runrl rt Macon 9 4 �`�- aiviv'vmse s.mAT ro I 1 OR -_ sEE DETA.x co- 1 OR oe m.rtr Q any) ( ,C SIDE GONN—N lV s E DETAA%raa 1'OR ro TNACx$ SEE DETAL x Mort -0OT OT•e0§�(I- 9IX MN"Ew s cc�" ®-0-CU O-O-®(�- snE comEaM x •(3-Cry OO-0-�t�- W(�•(I--EI®•- ®-p-a O•®'®'p- (�-®(It-©©- ro r S p•p(�-�©- C)•n (�-U OO ®- ®®-C�•E�-©(�- OO 02•p.©.Q.p. O.O 0-08 t.0- END CONNECTION DETAIL(7) END CONNECTION DETAIL 8� END CONNECTION DETAIL 19) END CONNECTION DETAIL ElOS,eG . rtEGL1wEn aILY r°„SP1N5 G,GIEr TUN,2'd ra'1wl,low '.,x/caI wRNrorts --- sRm I®'D: TMCcw'A�Ip,prtS /tnzt/r S.Y.S. 1 DOPRAIII GLASS j PFRiMTeI•12'at. RNEIMT file 1Y D.C. elf 0.c. YN 56MUMN 1 -------�-- — -"- lo a.� ♦ SEE LIMITATIONS OF USE FOR s Y..swnwn /r YH SO4DAL a T NJ BLADE A ON SHEET 19 msww o cos �+ h ,.a, i oon b y6�48)�(1)°N ©-0-U•v-O-�d•C�- sYa rwsN z•.c•u�.rvro .0 , •(f-@}z0-wO�L'�•C3- `�y ®(�- VIEW ©-0-©'©- suns NE°D :.91 _�.p.p.©.©®• P� ©-0-0-C)•O.O- ©p- 0.0-E3 END CONNECTION DETAIL DETAIL X ® END CONNEGTION DETAIL UNA BUILDING CODE Non Nigh Velocity Hurricane Zone ♦♦��• •,....,,• /r✓�L *2D20 TILTECO.INC. 02020 EASTERN MEIAL SUPPLY, INC. }r3�.• uCENs A.S.S.A. BERTHA HVTM No.4416 1 L E C O I N Accordion Shutter System * * - FLV. BLADE/1 W/OR W/O FLV.WFDOIN GLADE American Shutter Systems Ev. DmRIyTION DATE ortA�Ne: YP a' STATE OF �/ 5 N.W.TESTING . ENGINEERING COMPANY �2�20 aT"E 7/2/2020 �LQ1.71 esss N.r swN.sl.Sw.sw,MDIN4 G11✓DELS rEaNw sne AliOCIOtIOn. Inc. t OLD 17-107 ��' F�ORIDP •' �. ph..:(3o5)871-1530 Fo%:(305)87'-•�3 4268 WestroodslOYlve s ��irFLf'p'• (. .--1 cN.coso —' West Palm Beach, FL 33407 y DRAWING No 20-164 P.E. SEAL/SIGNATURE/DATE FLORIDA "tb' ° SHEET a _ r'•rNFRu I IMRATIONS AMID CDNDfT10NS DF LIC FOR BFRMe A 3S 1. MAX.AS.D, DESIGN PRESSURE RATING: +110, - 11C p.s.L 2.MAX.SHUTTER SPAN:96' MOU��ED MOUNTINGS!T.U&AWDON SHEETS ON SHEET &E 17.6, 71 AS WELL AS I j3 },ONLY CENTERMATES V�?(BOTH W/ OR�ARE ALLOWED WITH�21� (j21)p ED IN A SYM�(E'TT�I'Cl.OR oPpO�(NG LA UT.IN CASE OF OPP.q. O aOa �U�Tw,�yp�5)MUST BE INCLUDED ONLY AT EMERIOR ACCESS SIDE OF 16�a20--� CENTERWiTe. TYP. EA END 5. (A)HV WINDOW BLADE 1,SHALE ONLY ALLOW A MAXIMUM OF 5 OPENINGS 44 / (3 0 HOLES)FOR©PER BLADE AT SPACINGS SHOWN ON SHEET 4. MAX 5 WINDOWS Z (8)LIN.CLEARANCE FROM TOP OR BOTTOM EDGE OF HV WINDOW BLADE Q ALLOWF AI HV �i' OF ANY 3'0 HOLE FOR d SHALL BE 12'. W.NDOW BLADE�q (C)FIST OR LW BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV ' WINDOW BLADE 1 . (D)HV WINDOW BLADE ll MUST BE USED ALTERNATE TO A SOLID HV BLADE THROUGHOUT SHUFTER'S WIDTH. (BLADE 1 A�ffHER SIDE L OF TryENE INSTALLED ADJACENT TO A SOLID HV SEE ENO T f' I ! � (F)POLYCARBONATE HV WINDOW SHALL BE INSTALLED 50 TABS FACE CONNECTION __ + � THE INTERIOR OF THE OPENING BEING PROTECTED.HV WI IF41 MUST BE DErA1LS ON SHEETS is ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROW D BY ASSA, lDLL H16 GH,. EBs� INC. E 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS ON S/EEr 15.AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES z -F - �Ei I &2 ABOVE). � 6Fz _ ■ 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12 h 13 AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 1 k 2 ABOVE). -- 8.MINIMUM SEPARAIM TO CLASS SCHEDULE,PER ASIM E-1996: 35 (SEC PLAN 101E IR)QULREAIENTS)TYP TOP s ;�1. _-, a`l BOTTON rALo ZW7 wRr sfPARATIDN To IaAss NUM11ED WIDTEH —. — — ---- I THRU 3 r �1 UN.SEPARATION!10 GLASS - ---- EXISTING GLAS',- SEE 625' AND ON TH6 SHEET FOR 5 '1 A; "/1.-,. TYP 21 \\ OR LNG CENTERYATES�2�1�2' yIEXTERIOR ONLY) �\ . ,., 1 ` 4 AND W/(2 -(SEE NOTE 4 ABOVE) 24 21 �QI TYP. a35 � W/O .. 4 ABOVE) \_ PLAN_' \ TYPICAL 1 HV BLADE _WORKING IN UNISON WITH HV WINDOW BLADE 1A SHUTTER* N.T.S. FLORIDA BUNDIiG Cw(Non H;qh Velocity Hurricane Zone ``��,\E.• a202O TILTECO,INC. 02020 EASTERN META'_ SJPPLY, INC. z4',#••'•\,\CEN BERTHA HVTM 9��' A S S A. Accordion Shutter System IL EC O 1N�. - No. 441 7 _ RV. a.+DE#1 w/oR w/o N.v. IMNDOw B1dDE *; * American Shutter Systems T, DESCRMPTIOK DATE DRAWN BY. MP ,a: TILLIT TESTING B ENGINEERING COMPANY z 9 STATE 0 I355 N.W.360.St,SN.ID,MRGINIA GARDENS,FLORIDA 3316 Association, Inc. 1 OLD 17-107 /2/202 DATE: 7/2/2020 s D'• F ORIO Phone (305)D71-1530 Fa.:(305)871-1531 4268 WestroaIns Drive 2 DRAWING No +oiS• `��,�`��' tilt-9-1 West Palm Beach, FL 33407 3 4 s/0•• •G I WALTER A TILUF Jr.P.E. 4 20-164 A;HA �``SEAL/SIGNATURE/DATE FLORIDA`" /44167 6 SHEET OF 20 e•. 1 1/2%O.035•THICK VARI :::;� INSTALLATIONS W/ ( ) HV BLADE & HV CENTERMATES -12.000•MO..r MMin.G-60 in.ASTN A-653 GRIpE 40 L_.�--�--- nV METAL STUDS AT,e-a.G. g s3b INTO METAL STUD WALLS * o " •O 6 O.C. � '-� y-DO W $ 47 * ® 1/4'm NOMINAL - GENERAL LIMITATIONS AND CONDITIONS OF USE sac J 43a o O ALUMINUM SLEEVE FOR BERTHA'1.'HV BLADE AGCORninnl SHUTTER 6063-T5 ALLOY 1 3/+',a 1/+'.0.035•THICK Min _ SYSTEM INSTALLATION TO METAL STUD WAILS CANT.GALV.STEEL TRACK CHANNEL,,O B'O.C. O 6•a C. , WALLSASTU AZED GRADE w Min. T-- -i SEPARATION TO GLASS SCHEDULE _ 3.000• GALVANIZED FASTENED TO STUDS W/(2)J6.1/2•TEK SCREWS ON i EXISTING FINISH 3g y 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) • INTERIM k EXTE,00R FACE . 1 AS APPLICABLE 1 a 2. MAX. SHUTTER SPAN: 84' WIND ZONE MINIMUM i MIN. SEPARATION ASTM E-1996 E APATM O L7(IrnNc awls To GLASS -__-___ 3. ALLOWED MOUNTING: MS ON THIS SHEET. GLASS 43 1 4 /-20X3' BOLT (SEE SCHEDULE) �-- N 1 THRU 3 / »' ��) + 4. ONLY�ENTERMATf 21 W/ 24 HV LOCK ARE ALLOWED 1' 1 o WITH 21 ARRANGED A S METRICAL LAYOUT. ------ ------- MUST PENETRATE 43c 1• E USE O (2) 35 (6- LONG, MINIMUM) MUST ALWAYS BE 4 4• 1 3/4•.6,/41 w 0.035'THICK .i EXISTING FINISH 1 INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF 1.373' CONT.GALV.STEEL TRACK CHANNEL.I AS APPLCABLE I I CENTERMATE. 2S0'-r l-- 7 050' ASTM A-653 GRADE w Mn.c-6o 1 .. i �L.. • GALVANIZED FASTENED TO SNOB I T— •/(z)/6.1/2•TEK scREws ON I !3O - 43a T. o N gR TER k EXTERIOR FACE 6'O. O8.t O.C. .•S 1/4'0-20 THREADS 1 eC_ - *« BLADE SLACK DETAIL HVF IS ALSO VALID FOR 43 1 Z4'0 ELCO CONSTRUCTION CENTERMATE 21 APPLICATION WITH BLADE 1Q -, r2 PRODUCTS FAB—LOK HD � --;-- -- 436 Min , 1/2•.653 GRADE -, � ® 6- °.C. COMPONENTS Mx,.ASTN A-653 GRADE 40 - MEfAL STUDS AT 165-O.C. '� .! MS WALL HEADER/SILL INSTALLATION FXISTWG FINISH As APPLICABLE SCALE: 3/8'= t' )� (TYP. 70P k BOTTOM) JL (- ------ -- - ----- -- ----- --- -- 1 3/4-x 6 1/4•x 0.035"THICK Nin. ZE%IrnNG awss _ _ - - CHANNEL1:014T.GALV. STEEL TRACK ASTM li A-6553 GRADE 40 n.G-60 GALVANIZED FASTENED TO STUDS 43a 43b 43c). SYMMETRYCAL SYMMETRYCAL SE PIA.,ari vARiee I Wi(z) fix,/z TEK scREws ON CENTERMATES_W/ CENTERMATES W� TO GLASS 2' NTERIDR t EXTERIOR FACE (SEE SCHEDULE) Max. EXTERIOR ACCESS-SIDE ( INTERIOR ACCESS SIDE -- --s•(rip.) --- IN s=----- 24 ---- =-F---------- =_ — -------- -------- -------------- -- -- ------------ ----- ----' ---------- ---'-- — ——'--'— --- - - ------ -- — - - . 21 -- ------- _� 21 �2) _ ------ -- - ----- - AT ENDS HEADER 9 AT VIEW Y 4 C 2 s 1/a (Typ) -- 13�(6'Min.) 24) SIDE CONNECTION TO TRACK (TYP.) _.- 7- � --_--.___. - � - .._7• �i _._ 5 1/2•MAX. SLACK ** - (Cont.) �� - ------ bu BLADE SLACK DETAIL HVF flYsr. FLOf3,lA BUILDIfriG CODE(NFin High Velocity Hurricane Zone AL1�1a1�"I Ai A 02020'PLTECO.INC. 402020 EASTERN METAL SUPPLY, INC. �A BERTHA HVTM �.•'��GE 9''; A.S.S.A■ Accordion Shutter System No.44 6 KV. BLADE#1 W/OR W/O KV.WINDOW BADE Tt1 * TIWT TESTING @ ENGINEERING COMPANY American Shutter $ysteme RE,Ac DESQRFTIGN DATE DRAWN BY: LIP o STATE1.w asss N.W.3em.6,.,s,•.305.vRGNM cAROEN6,FLORID,3„ Afeoctation, Inc. OLD n-1a7 /z DATE: 7/2/2020 9�: a= Ph-:(305)871-1530.Fa.:(305)871-1531 4268 Westroads Drive 2 i ZoR �'��$ •-maG_ 9 rom West Palm Beach, FL 33407 3 DRAWING No ��H, tSs•.••.• WALTER A TILLR Jr.P.E. 4 20-�64 qih /DNAp% FLOMIIA Gu 1 44167 5 SHEET 'AAFFIILILI • SEAL/SIGNATURE/DATE 6 20 OF 20